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Home My WebLink AboutAppendices A-G❖ APPENDICES ❖ APPENDICES ❖ APPENDICES ❖ APPENDIX A ENVIRONMENTAL INFORMATION FORM ❖ APPENDICES ❖ APPENDIX B PROJECT PLANS AND DRAWINGS C "' * -�•·• .. - ,I N z _J a... .:ff·. \ \ \ \ \ BOULDER PARK ••••••• I DG SURFACE- FONT ANA VICTORIA FONTANA I CA STRATHAM HOMES I PAM 18-041 (TTM No. 20229) DATE 12117118 .... ••• M.·· -----.,. I---// • • • •• •' . ' . ' . ', . ...... , 'i 1le, , I • ��1.:�·::-/----1p--1 ········· .... .lbclL : ,, I ........... ' , .. , _.,._ -] 1" I ',-. ' . ' . ',. ', . ' . ' • • • • • GAZEBO- •• • . *V• -------------- BOULDER-BENCH (TYP.) TURF MOUND PEDESTRIAN --� � ENTRY NATURE --t--' � .. .,,, . -<'.--;.ACCENT PLANTING ACCENT TREE ----t-- LOUNGE ---r- SEATING OVERHEAD --t- TRELLIS • '-----tr-{,------• NATURE NOOK INDEX MAP 1/4"-1 '-0"SCALE 0 I I 4 8 NORTH C) BOULDER PARK & NATURE NOOK ENLARGEMENT I LS I I II II II II I II I I I I II I III III I IIIIIIIIIIII II IIIIII II II II II II III III III III I I I I II I I III IIIII I IIIIII II II I II III III II II II IIIIIIII IIIIII IIII I III II II II I I I III III IIII III 3 2 4 6 5 1110 13 V I C T O R I A S T R E E T 7 1 9 128 1817161514 19 20 2221 23 24 25 26 27 28 29 30 E V A NORTH HERITAGE CIRCLE I III II II I I 32 BIKEBIKE BIKE 55 56 57 58 59 60 61 62 63 64 65 66 45 ' 40 ' 40' 30' 31 33 34 BI K E BI K E PA C I F I C E L E C T R I C B I K E T R A I L ( E X ) 67 68 69 85 86 87 88 89 90 91 92 93 MAIL LOADING 60' R O W SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT PA C I F I C E L E C T R I C B I K E T R A I L ( E X ) BR I D G E ( E X ) EXIT O N L Y 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 YIELD YIELD LA N E BIK E EN D LANE BIKE END 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 34' 26' 26 ' 34 ' 26 ' 34 '26 ' 34 ' 26' 5' 26' 26 ' 26' 26' 26 ' 26' 26 ' 26' 26 ' 26 ' 26'26'26'26'26' 26'26'26'26'26'26' 26 ' 26 ' 26 ' 26 ' 26 ' 2 6 ' 34 '34 '34 '34 ' 26 ' 26 ' 34 ' 26 ' 10 ' 8' 60 ' R O W 47' 20'20' 20'20' 28' R38' R38' 28' 26' 26'26'26'30'26'26'26' 26' 30' sewer easemt 26' 36' 5' 5' 5' 8' 8' 8' 8' 5' 5' 10' 6' 8' 8' 10' 6' 8' 8' 10' 6' 8' 8' 10' 6' 8' 8' 10' 6' 8' 8' 10' 6' 8' 8' 10' 10' 10' 7' 8' 8' 5' 8' 8' 5' 8' 8' 5' 8' 8' 5' 8' 8' 5' 8' 8' 5' 8' 8' 5' 5'- 5 " 10 ' 9' 5'7'5' 8' 8' 6' 7'5' 7'5' 8' 8' 8'8' 8' 8' 7'5' 7'5' 8' 7' 8'8' 5' 5' 5' 8' 8' 8'8' 8' 6' 10' 10' 5'5'5' 10' 8'8' 8'8' 18 ' - 8 " 17 ' - 3 " 22 ' - 1 1 " 21 ' - 6 " 20 ' - 1 " 15 ' - 1 0 " 11 ' - 8 " 8'8'8' 8'8'8' 8'8' 10 ' - 1 0 " 8' 5'5'5'5'5'5'5' 8' 8'8'8'8' 8' 8' 8' 8'8'8'8'8'8'8' 8'8'8'8'8'8'8'8'8'8'8' 8'8'8'8'8'8'8'8' 10 ' 8'10 ' 8'8'10 ' 8' 8' 8' 8' 6'4'4' 6'6'4' 6'4' 6' 4' 6' 4' 10' R7 0 ' R 5 2 ' R 4 0 ' 18' 18'-6" 17'-4" 8'8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10'10' 10'10' 6' 6' 6'6' 10' 10' 10' 6'6'6'6' 10' 10' 10' 10' NO R T H H E R I T A G E C I R C L E 110 111 112 14 2 ' 3536 5354 12' 10' 6' 22' 26' 26' 26' 26' 8' 6' 8' A s p h a l t C o n c r e t e T r a i l 8'- 1 0 " Edge of PavementEdge of Pavement 26 ' 01 PLN1-SPA 02 PLN3-TRA 03 PLN2-FAR 04 PLN3-SPA05 PLN1-TRA 06 PLN1-FAR 07 PLN3-SPA 08 PLN2-FAR 09 PLN1-SPA 10 PLN3-FAR 11 PLN2-TRA 12 PLN1-FAR 13 PLN3-SPA 14 PLN2-TRA 15 PLN1-FAR 16 PLN3-TRA 17 PLN2-SPA 18 PLN1-TRA 19 PLN3-FAR 20 PLN1-SPA 21 PLN2-TRA 22 PLN3-SPA 23 PLN1-SPA 24 PLN2-TRA 25 PLN3-FAR 41 PLN3-TRA 40 PLN2-SPA 39 PLN1-FAR 42 PLN2-TRA 43 PLN1-SPA 44 PLN2-FAR 45 PLN3-TRA 46 PLN2-SPA 47 PLN1-TRA 48 PLN3-FAR 49 PLN2-TRA 50 PLN1-FAR 51 PLN3-SPA 52 PLN2-FAR 53 PLN1-SPA 74 PLN2-TRA 75 PLN3-FAR 76 PLN1-SPA 77 PLN3-TRA 78 PLN1-FAR 79 PLN2-SPA 80 PLN1-TRA 81 PLN2-FAR 82 PLN3-SPA 34 PLN3-TRA 35 PLN2-SPA 36 PLN1-TRA 37 PLN3-FAR 38 PLN2-TRA 54 PLN3-TRA 55 PLN1-FAR 56 PLN3-SPA 57 PLN2-FAR 58 PLN1-SPA 59 PLN2-TRA 60 PLN3-FAR 61 PLN2-SPA 62 PLN1-TRA 63 PLN3-SPA 64 PLN1-TRA 65 PLN2-SPA 66 PLN3-FAR 67 PLN1-SPA 68 PLN2-FAR 69 PLN3-SPA 70 PLN1-TRA 71 PLN2-SPA 72 PLN3-TRA 73 PLN1-FAR PLN3-TRA 102 PLN2-FAR 103 PLN1-SPA 101 PLN1-FAR 100 PLN2-FAR 99 PLN3-SPA 98 PLN1-TRA 95 PLN1-FAR 94 PLN3-SPA 96 PLN2-SPA 93 PLN3-FAR 90 PLN2-TRA 97 PLN3-FAR 92 PLN2-SPA 91 PLN3-TRA 86 PLN3-SPA 85 PLN2-FAR 87 PLN2-TRA 84 PLN1-TRA 88 PLN3-FAR 83 PLN1-SPA 89 PLN1-FAR 138PLN1-TRA 137PLN1-SPA 134PLN1-SPA 133PLN1-TRA 130 PLN3-SPA 131 PLN2-TRA 132 PLN3-FAR 135 PLN2-SPA 136 PLN3-TRA 139 PLN3-FAR 140PLN2-TRA 145 PLN3-SPA 146 PLN3-FAR 144 PLN2-TRA 147 PLN2-SPA 141 PLN1-FAR 142PLN1-TRA 143 PLN1-SPA 148PLN1-FAR 149 PLN3-SPA 150 PLN2-FAR 153 PLN3-TRA 152 PLN2-FAR 151 PLN2-SPA 157PLN3-FAR 158 PLN2-SPA 159 PLN3-TRA 156 PLN1-tra 160 PLN1-SPA 155 PLN1-TRA 154 PLN1-FAR 161 PLN3-FAR 162 PLN2-TRA 163 PLN2-TRA 191 PLN3-TRA 192 PLN2-SPA 193 26 PLN1-SPA 27 PLN3-FAR 28 PLN2-TRA 29 PLN1-FAR 30 PLN2-SPA 31 PLN1-TRA 32 PLN2-FAR 33 PLN3-SPA PLN1-SPA 117 PLN2-FAR 116 PLN1-TRA 118 PLN3-SPA 119 PLN2-TRA 120 PLN1-FAR 121 PLN1-SPA 122 PLN3-FAR 123 PLN2-SPA 124 PLN1-FAR 125 PLN1-TRA 126 PLN3-TRA 127 PLN2-FAR 128 PLN1-SPA 129 PLN3-FAR 108 PLN2-SPA 109 PLN3-TRA 104 PLN2-FAR 105 PLN1-TRA 106 PLN1-SPA 107 PLN3-FAR 115 PLN2-SPA 110 PLN2-SPA 114 PLN3-TRA 111 PLN1-TRA 113 PLN1-FAR 112 PLN3-SPA 164 PLN2-TRA 165 PLN1-SPA 166PLN1-FAR 167 PLN3-SPA 168 PLN2-FAR 169 PLN2-FAR 171 PLN3-TRA 170 PLN2-SPA 175 PLN3-TRA 174 PLN1-SPA 173 PLN1-TRA 172 PLN3-FAR 176PLN2-TRA 181 PLN3-FAR 180 PLN2-SPA 177 PLN1-FAR 178PLN1-TRA 179 PLN3-SPA 182 PLN2-TRA 183 PLN1-SPA 184PLN1-FAR 185 PLN3-SPA 186 PLN2-FAR 187 PLN3-SPA 190 PLN2-FAR 189 PLN3-TRA 188 5'5'5' MAIL MAIL MAI L MAIL MAI L MAIL MAIL MAIL MAI L MAI L MAIL MAI L OPEN SPACE Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash RrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash RrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycle Ttrash RrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycle Ttra s h Rrecy c l e Ttra s h Rrecy c l e Ttra s h Rrecy c l e Ttra s h Rrecy c l e Ttra s h Rrecy c l e Ttra s h Rrecy c l e Ttrash Rrec y c l e Ttrash Rrecy c l e Ttra s h Rrecy c l e Ttras h Rrecy c l e Ttras h Rrecy c l e Ttras h Rrec y c l e Ttrash Rrecy c l e Ttrash RrecycleTtrashRrecycle Ttras h Rrecy c l e Ttras h Rrecy c l e Ttras h Rrec y c l e Ttrash Rrec y c l e Ttrash Rrecycle Ttrash RrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycle Ttrash Rrecycle Ttrash RrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycle Ttra s h Rrecy c l e Ttra s h Rrecy c l e Ttras h Rrec y c l e Ttras h Rrec y c l e Ttra s h Rrecy c l e Ttras h Rrec y c l e Ttra s h Rrecy c l e Ttras h Rrec y c l e Ttra s h Rre c y c l e Ttras h Rrec y c l e Ttras h Rrec y c l e Ttras h Rrec y c l e Ttras h Rrec y c l e Ttra s h Rrecy c l e Ttras h Rrec y c l e Ttra s h Rrec y c l e Ttras h Rrec y c l e Ttra s h Rrecy c l e Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash RrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash RrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycle Ttrash Rrecycle Ttrash RrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycle Ttrash Rrecycle Ttrash RrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycle Ttrash Rrecycle Ttrash RrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycleTtrashRrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle Ttrash Rrecycle MAI L 9'8' 19 ' Ttrash Rrecy c l e Ttras h Rrec y c l e Ttras h Rrec y c l e Ttras h Rrec y c l e 0 1"=40'-0"SCALE 40 80 NORTH FONTANA | CA STRATHAM HOMES | PAM 18-041 (TTM No. 20229) DATE 12| 17| 18 FONTANA VICTORIA MAIL BOX LOCATION (13 cluster mailboxes total) USPS PARKING TRASH PICK UP LOCATION (TYP.) TRASH PICK UP & MAILBOX EXHIBIT | L6 NOTE: TRASH CONTAINER TO BE 95-GALLON RESIDENTIAL CART. DIMENSIONS = 41" X 26" X 26" CLUSTER MAILBOX BURRTEC TRASH BIN II II II II I II I I I I II I II I III I IIIIIIIIIIII II IIIIII II II II II II III III III III I I I III I I III IIIII I IIIIII II II I II III III II II II IIIIIIII IIIIII IIII I III II II III I I III III IIII III V I C T O R I A S T R E E T E V A NORTH HERITAGE CIRCLE I III II II I I BIKEBIKE BIKE 45 ' 40 ' 40' 30' B I K E BI K E PA C I F I C E L E C T R I C B I K E T R A I L ( E X ) SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT PA C I F I C E L E C T R I C B I K E T R A I L ( E X ) BR I D G E ( E X ) EXIT O N L Y YIELD YIELD LA N E BIK E EN D LANE BIKE END 141 NO R T H H E R I T A G E C I R C L E 8' A s p h a l t C o n c r e t e T r a i l Edge of PavementEdge of Pavement 01 PLN1-SPA 02 PLN3-TRA 03 PLN2-FAR 04 PLN3-SPA05 PLN1-TRA 06 PLN1-FAR 07 PLN3-SPA 08 PLN2-FAR 09 PLN1-SPA 10 PLN3-FAR 11 PLN2-TRA 12 PLN1-FAR 13 PLN3-SPA 14 PLN2-TRA 15 PLN1-FAR 16 PLN3-TRA 17 PLN2-SPA 18 PLN1-TRA 19 PLN3-FAR 20 PLN1-SPA 21 PLN2-TRA 22 PLN3-SPA 23 PLN1-SPA 24 PLN2-TRA 25 PLN3-FAR 41 PLN3-TRA 40 PLN2-SPA 39 PLN1-FAR 42 PLN2-TRA 43 PLN1-SPA 44 PLN2-FAR 45 PLN3-TRA 46 PLN2-SPA 47 PLN1-TRA 48 PLN3-FAR 49 PLN2-TRA 50 PLN1-FAR 51 PLN3-SPA 52 PLN2-FAR 53 PLN1-SPA 74 PLN2-TRA 75 PLN3-FAR 76 PLN1-SPA 77 PLN3-TRA 78 PLN1-FAR 79 PLN2-SPA 80 PLN1-TRA 81 PLN2-FAR 82 PLN3-SPA 34 PLN3-TRA 35 PLN2-SPA 36 PLN1-TRA 37 PLN3-FAR 38 PLN2-TRA 54 PLN3-TRA 55 PLN1-FAR 56 PLN3-SPA 57 PLN2-FAR 58 PLN1-SPA 59 PLN2-TRA 60 PLN3-FAR 61 PLN2-SPA 62 PLN1-TRA 63 PLN3-SPA 64 PLN1-TRA 65 PLN2-SPA 66 PLN3-FAR 67 PLN1-SPA 68 PLN2-FAR 69 PLN3-SPA 70 PLN1-TRA 71 PLN2-SPA 72 PLN3-TRA 73 PLN1-FAR PLN3-TRA 102 PLN2-FAR 103 PLN1-SPA 101 PLN1-FAR 100 PLN2-FAR 99 PLN3-SPA 98 PLN1-TRA 95 PLN1-FAR 94 PLN3-SPA 96 PLN2-SPA 93 PLN3-FAR 90 PLN2-TRA 97 PLN3-FAR 92 PLN2-SPA 91 PLN3-TRA 86 PLN3-SPA 85 PLN2-FAR 87 PLN2-TRA 84 PLN1-TRA 88 PLN3-FAR 83 PLN1-SPA 89 PLN1-FAR 138PLN1-TRA 137 PLN1-SPA 134PLN1-SPA 133PLN1-TRA 130 PLN3-SPA 131 PLN2-TRA 132 PLN3-FAR 135 PLN2-SPA 136 PLN3-TRA 139 PLN3-FAR 140PLN2-TRA 145 PLN3-SPA 146 PLN3-FAR 144 PLN2-TRA 147 PLN2-SPA 141 PLN1-FAR 142PLN1-TRA 143 PLN1-SPA 148PLN1-FAR 149 PLN3-SPA 150 PLN2-FAR 153 PLN3-TRA 152 PLN2-FAR 151 PLN2-SPA 157PLN3-FAR 158 PLN2-SPA 159 PLN3-TRA 156 PLN1-tra 160 PLN1-SPA 155 PLN1-TRA 154 PLN1-FAR 161 PLN3-FAR 162 PLN2-TRA 163 PLN2-TRA 191 PLN3-TRA 192 PLN2-SPA 193 26 PLN1-SPA 27 PLN3-FAR 28 PLN2-TRA 29 PLN1-FAR 30 PLN2-SPA 31 PLN1-TRA 32 PLN2-FAR 33 PLN3-SPA PLN1-SPA 117 PLN2-FAR 116 PLN1-TRA 118 PLN3-SPA 119 PLN2-TRA 120 PLN1-FAR 121 PLN1-SPA 122 PLN3-FAR 123 PLN2-SPA 124 PLN1-FAR 125 PLN1-TRA 126 PLN3-TRA 127 PLN2-FAR 128 PLN1-SPA 129 PLN3-FAR 108 PLN2-SPA 109 PLN3-TRA 104 PLN2-FAR 105 PLN1-TRA 106 PLN1-SPA 107 PLN3-FAR 115 PLN2-SPA 110 PLN2-SPA 114 PLN3-TRA 111 PLN1-TRA 113 PLN1-FAR 112 PLN3-SPA 164 PLN2-TRA 165 PLN1-SPA 166PLN1-FAR 167 PLN3-SPA 168 PLN2-FAR 169 PLN2-FAR 171 PLN3-TRA 170 PLN2-SPA 175 PLN3-TRA 174 PLN1-SPA 173 PLN1-TRA 172 PLN3-FAR 176PLN2-TRA 181 PLN3-FAR 180 PLN2-SPA 177 PLN1-FAR 178PLN1-TRA 179 PLN3-SPA 182 PLN2-TRA 183 PLN1-SPA 184PLN1-FAR 185 PLN3-SPA 186 PLN2-FAR 187 PLN3-SPA 190 PLN2-FAR 189 PLN3-TRA 188 MAI L MAI L MAIL MAI L MAIL MA I L MAI L MAI L MAIL MAIL MA I L MAIL OPEN SPACE MAIL 9'8' 19 ' FENCE AND WALL LEGEND SYMBOL DESCRIPTION 6'-0" HIGH CMU WALL. WALL TO BE 1-SIDED SPLIT FACE BLOCK WALL WITH CONCRETE CAP. BLOCK TO BE 6X8X16 ANGELUS . COLOR TO BE CANYONBLUFF. CAP TO BE ANGELUS PRECISION CAP (8X2X16), NATURAL GRAY COLOR 6'-0" HIGH CMU WALL. WALL TO BE 2-SIDED SPLIT FACE BLOCK WALL WITH CONCRETE CAP. BLOCK TO BE 6X8X16 ANGELUS . COLOR TO BE CANYONBLUFF. CAP TO BE ANGELUS PRECISION CAP (8X2X16), NATURAL GRAY COLOR 5'-6" HIGH CMU WALL. WALL TO BE PRECISION BLOCK WALL WITH CONCRETE CAP. BLOCK TO BE 6X8X16 ANGELUS. COLOR TO BE CANYONBLUFF. CAP TO BE ANGELUS PRECISION CAP (8X2X16), NATURAL GRAY COLOR 6'-0" HIGH TUBULAR STEEL FENCING 6'-0" HIGH TUBULAR STEEL POOL FENCING 16" SQ. ANGELUS BLOCK PILASTER WITH CONCRETE CAP. PILASTER TO BE SPLIT FACE BLOCK, COLOR TO BE CANYONBLUFF. CAP TO BE PRECISION BEVELED PILASTER CAP, NATURAL GRAY COLOR. PILASTER TO BE 1 BLOCK HIGHER THAN ADJACENT WALL SIDE YARD GATE ACCESS 0 1"=40'-0"SCALE 40 80 NORTH FONTANA | CA STRATHAM HOMES | PAM 18-041 (TTM No. 20229) DATE 12| 17| 18 FONTANA VICTORIA FENCE & WALL PLAN | L7 PROJECT MONUMENT WALL VEHICULAR ENTRY GATE SEE SHEET L8 FOR FENCE & WALL ELEVATION DETAILS PEDESTRIAN ENTRY GATE PEDESTRIAN ENTRY GATE PEDESTRIAN ENTRY GATE PEDESTRIAN ENTRY GATE 3 2 1 4 PILASTER WITH STONE VENEER AND BRICK CAP OVERHEAD WOOD ARBOR, ATTACH TO PILASTERS PEDESTRIAN ENTRY GATE TUBULAR STEEL FENCE3 4 2 1 FONTANA | CA STRATHAM HOMES | PAM 18-041 (TTM No. 20229) DATE 12| 17| 18 FONTANA VICTORIA FENCE & WALL ELEVATION DETAILS | L8 4' - 0 " 2'-6" SQ. 18'-0" 20'-0" 6'-0" 20'-0" 6' - 0 " 5'-0"5'-0" 6' - 0 " 8" 1 7 1'-6" SQ. 1 3 2 11 6'- 0 " PILASTER SECTION WALL SECTION (FREE STANDING CONDITION) 5 7 6 3 2 1 COMPACTED SUBGRADE PER GEOTECHINICAL SOIL ENGINEER'S RECOMMENDATION CONCRETE FOOTING - DEPTH, SIZE AND REINFORCEMENT PER STRUCTURAL ENGINEER, SEE SHEET S-LS #10. CMU BLOCK - GROUT & REINFORCEMENT PER STRUCTURAL ENGINEER'S DETAILS AND CALCULATIONS. ANGELUS ONE-SIDED SIDE SPLIT-FACE. COLOR TO BE SANDSTONE. (SPLIT-FACE TO FACE STREET - PRECISION ON HOMEOWNER'S SIDE). ANGELUS CONCRETE PRECISION CAP. COLOR NATURAL GRAY WALL CAP = 8x2x16. PILASTER CAP = 2" X 18" SQ 4 FINISH GRADE 16" SQUARE SPLIT-FACE BLOCK PILASTER. COLOR TO BE CHAMPAGNE. 4 5 6 5 6 ELEVATION 8" 1. GENERAL NOTES:6 7 1 5 3 2 2 X 6 VINYL TOP AND BOTTOM RAILING WITH GALVESTON STYLE FINISH GRADE 1 X 7 VINYL FENCING PLANKS WITH GALVESTON STYLE 4 X 4 VINYL POST WITH GALVESTON STYLE COMPACT SUBGRADE BELOW FOOTING PER STRUCTURAL SOILS REPORT RECOMMENDATIONS 7 6 2 7 2" CL R . 3 5 1 2 2 X 6 VINYL MID RAIL WITH GALVESTON STYLE 4 DOMED CONCRETE FOOTING - SIZE AND REINFORCEMENT PER STRUCTURAL ENGINEER 4 3 7 7 ELEVATION ALL VINYL COMPONENTS TO BE BY CERTAINTEED-CERTAGRAIN-BUFFTECH @ 800.233.8990 OR FENCEWORKS @800.350.5620, OR APPROVED EQUAL SECTION 2.CONTRACTOR SHALL USE GALVANIZED FASTENERS AND HARDWARE THROUGHOUT. 3.COLOR TO BE ALMOND OR APPROVED EQUAL 4.DO NOT CONNECT FENCE TO HOUSE OR OTHER STRUCTURES 5.CONTRACTOR SHALL USE GALVANIZED FASTENERS AND HARDWARE THROUGHOUT. 1 2" C L E A R 6'- 0 " END CONDITION AGAINST WALL/FENCE 1" CLR 8 WALL/FENCE EDGE 8 VEHICULAR ENTRY GATE ENTRY PROJECT MONUMENT SIGN & CALL-BOXVINYL FENCE C.M.U. BLOCK WALL & PILASTER 2" C L R . POST 8'-0" O.C. 5 4 3 2 1 1 5/8" SQ. X 16 GA. TUBULAR STEEL FENCE PICKETS @ 4" O.C. MAX. (TYP.), CENTER ON TOP AND BOTTOM RAILS 1 12" X 1 12" X 14 GA. TUBULAR STEEL TOP & BOTTOM RAILS. POST CONCRETE FOOTING - SIZE AND REINFORCEMENT PER STRUCTURAL ENGINEER. 2" SQ. X 14 GA. TUBULAR STEEL POST, 8'-0" ON CENTER 5 3 4 2 1 COMPACT SUBGRADE PER STRUCTURAL SOILS REPORT RECOMMENDATIONS 6'- 0 " ( P O O L F E N C E ) 48 " H I G H ( P A R K F E N C E ) T.S. FENCE (POOL ENCLOSURE & PARK FENCE)(PERIMETER WALL OR WHERE VISIBLE FROM STREET) (PRIVACY FENCE BETWEEN THE UNITS)(AT ENTRY DRIVE) (AT ENTRY DRIVE) CALL-BOX STONE VENEER WALL & PILASTER PROJECT SIGNAGEBRICK CAP PEDESTRIAN ENTRY GATE (AT ENTRIES) STONE VENEER W/ BRICK CAP PILASTER DECORATIVE VEHICULAR GATE ACCENT LIGHTING PERIMETER WALL PEDESTRIAN GATE SEE DETAIL II II II II I II I I I I II I III III I IIIIIIIIIIII II IIIIII II II II II II III III III III I I I III I I III IIIII I IIIIII II II I II III III II II II IIIIIIII IIIIII IIII I III II II II I I I III III IIII III 3 2 4 6 5 1110 13 V I C T O R I A S T R E E T 7 1 9 128 1817161514 19 20 2221 23 24 25 26 27 28 29 30 E V A NORTH HERITAGE CIRCLE I III II II I I 32 BIKEBIKE BIKE 55 56 57 58 59 60 61 62 63 64 65 66 45 ' 40 ' 40' 30' 31 33 34 BI K E BI K E PA C I F I C E L E C T R I C B I K E T R A I L ( E X ) 67 68 69 85 86 87 88 89 90 91 92 93 MAIL LOADING Ford Exped '14Custom Fo r d E x p e d ' 1 4 Cus t o m Fo r d E x p e d ' 1 4 Cus t o m Fo r d E x p e d ' 1 4 Cu s t o m Fo r d E x p e d ' 1 4 Cus t o m Ford Exped '14Custom Ford E x p e d ' 1 4 Custom Fo r d E x p e d ' 1 4 Cus t o m Ford Exped '14Custom 60' R O W 70' R O W ( E X ) SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT PA C I F I C E L E C T R I C B I K E T R A I L ( E X ) BR I D G E ( E X ) EXIT O N L Y 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 YIELD YIELD YIELD LA N E BIK E EN D LANE BIKE END 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 34' 26' 26 ' 34 ' 26 ' 34 '26 ' 34 ' 26' 5' 26' 26 ' 26' 26' 26 ' 26' 26 ' 26' 26 ' 26 ' 26'26'26'26'26' 26'26'26'26'26'26' 26 ' 26 ' 26 ' 26 ' 26 ' 2 6 ' 34 '34 '34 '34 ' 26 ' 26 ' 34 ' 26 ' 10 ' 8' 60 ' R O W 47' 20'20' 20'20' 28' R38' R38' 28' 26' 141 26'26'26'30'26'26'26' 26' 30' sewer easemt 26' 36' 5' 5' 5' 8' 8' 8' 8' 5' 5' 10' 6' 8' 8' 10' 6' 8' 8' 10' 6' 8' 8' 10' 6' 8' 8' 10' 6' 8' 8' 10' 6' 8' 8' 10' 10' 10' 7' 8' 8' 5' 8' 8' 5' 8' 8' 5' 8' 8' 5' 8' 8' 5' 8' 8' 5' 8' 8' 5' 5'- 5 " 10 ' 9' 5'7'5' 8' 8' 6' 7'5' 7'5' 8' 8' 8'8' 8' 8' 7'5' 7'5' 8' 7' 8'8' 5' 5' 5' 8' 8' 8'8' 8' 6' 10' 10' 5'5'5' 10' 8'8' 8'8' 18 ' - 8 " 17 ' - 3 " 22 ' - 1 1 " 21 ' - 6 " 20 ' - 1 " 15 ' - 1 0 " 11 ' - 8 " 8'8'8' 8'8'8' 8'8' 10 ' - 1 0 " 8' 5'5'5'5'5'5'5' 8' 8'8'8'8' 8' 8' 8' 8'8'8'8'8'8'8' 8'8'8'8'8'8'8'8'8'8'8' 8'8'8'8'8'8'8'8' 10 ' 8'10 ' 8'8'10 ' 8' 8' 8' 8' 6'4'4' 6'6'4' 6'4' 6' 4' 6' 4' 10' R7 0 ' R 5 2 ' R 4 0 ' 18' 18'-6" 17'-4" 8'8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10'10' 10'10' 6' 6' 6'6' 10' 10' 10' 6'6'6'6' 10' 10' 10' 10' NO R T H H E R I T A G E C I R C L E 110 111 112 14 2 ' 3536 5354 12' 10' 6' 22' 26' 26' 26' 26' 8' 6' 8' A s p h a l t C o n c r e t e T r a i l 8'- 1 0 " Edge of PavementEdge of Pavement 26 ' 01 PLN1-SPA 02 PLN3-TRA 03 PLN2-FAR 04 PLN3-SPA05 PLN1-TRA 06 PLN1-FAR 07 PLN3-SPA 08 PLN2-FAR 09 PLN1-SPA 10 PLN3-FAR 11 PLN2-TRA 12 PLN1-FAR 13 PLN3-SPA 14 PLN2-TRA 15 PLN1-FAR 16 PLN3-TRA 17 PLN2-SPA 18 PLN1-TRA 19 PLN3-FAR 20 PLN1-SPA 21 PLN2-TRA 22 PLN3-SPA 23 PLN1-SPA 24 PLN2-TRA 25 PLN3-FAR 41 PLN3-TRA 40 PLN2-SPA 39 PLN1-FAR 42 PLN2-TRA 43 PLN1-SPA 44 PLN2-FAR 45 PLN3-TRA 46 PLN2-SPA 47 PLN1-TRA 48 PLN3-FAR 49 PLN2-TRA 50 PLN1-FAR 51 PLN3-SPA 52 PLN2-FAR 53 PLN1-SPA 74 PLN2-TRA 75 PLN3-FAR 76 PLN1-SPA 77 PLN3-TRA 78 PLN1-FAR 79 PLN2-SPA 80 PLN1-TRA 81 PLN2-FAR 82 PLN3-SPA 34 PLN3-TRA 35 PLN2-SPA 36 PLN1-TRA 37 PLN3-FAR 38 PLN2-TRA 54 PLN3-TRA 55 PLN1-FAR 56 PLN3-SPA 57 PLN2-FAR 58 PLN1-SPA 59 PLN2-TRA 60 PLN3-FAR 61 PLN2-SPA 62 PLN1-TRA 63 PLN3-SPA 64 PLN1-TRA 65 PLN2-SPA 66 PLN3-FAR 67 PLN1-SPA 68 PLN2-FAR 69 PLN3-SPA 70 PLN1-TRA 71 PLN2-SPA 72 PLN3-TRA 73 PLN1-FAR PLN3-TRA 102 PLN2-FAR 103 PLN1-SPA 101 PLN1-FAR 100 PLN2-FAR 99 PLN3-SPA 98 PLN1-TRA 95 PLN1-FAR 94 PLN3-SPA 96 PLN2-SPA 93 PLN3-FAR 90 PLN2-TRA 97 PLN3-FAR 92 PLN2-SPA 91 PLN3-TRA 86 PLN3-SPA 85 PLN2-FAR 87 PLN2-TRA 84 PLN1-TRA 88 PLN3-FAR 83 PLN1-SPA 89 PLN1-FAR 138PLN1-TRA 137PLN1-SPA 134PLN1-SPA 133PLN1-TRA 130 PLN3-SPA 131 PLN2-TRA 132 PLN3-FAR 135 PLN2-SPA 136 PLN3-TRA 139 PLN3-FAR 140PLN2-TRA 145PLN3-SPA 146 PLN3-FAR 144 PLN2-TRA 147 PLN2-SPA 141 PLN1-FAR 142PLN1-TRA 143 PLN1-SPA 148PLN1-FAR 149 PLN3-SPA 150 PLN2-FAR 153 PLN3-TRA 152 PLN2-FAR 151 PLN2-SPA 157PLN3-FAR 158 PLN2-SPA 159 PLN3-TRA 156 PLN1-tra 160 PLN1-SPA 155 PLN1-TRA 154 PLN1-FAR 161 PLN3-FAR 162 PLN2-TRA 163 PLN2-TRA 191 PLN3-TRA 192 PLN2-SPA 193 26 PLN1-SPA 27 PLN3-FAR 28 PLN2-TRA 29 PLN1-FAR 30 PLN2-SPA 31 PLN1-TRA 32 PLN2-FAR 33 PLN3-SPA PLN1-SPA 117 PLN2-FAR 116 PLN1-TRA 118 PLN3-SPA 119 PLN2-TRA 120 PLN1-FAR 121 PLN1-SPA 122 PLN3-FAR 123 PLN2-SPA 124 PLN1-FAR 125 PLN1-TRA 126 PLN3-TRA 127 PLN2-FAR 128 PLN1-SPA 129 PLN3-FAR 108 PLN2-SPA 109 PLN3-TRA 104 PLN2-FAR 105 PLN1-TRA 106 PLN1-SPA 107 PLN3-FAR 115 PLN2-SPA 110 PLN2-SPA 114 PLN3-TRA 111 PLN1-TRA 113 PLN1-FAR 112 PLN3-SPA 164 PLN2-TRA 165 PLN1-SPA 166PLN1-FAR 167 PLN3-SPA 168 PLN2-FAR 169 PLN2-FAR 171 PLN3-TRA 170 PLN2-SPA 175 PLN3-TRA 174 PLN1-SPA 173 PLN1-TRA 172 PLN3-FAR 176PLN2-TRA 181 PLN3-FAR 180 PLN2-SPA 177 PLN1-FAR 178PLN1-TRA 179 PLN3-SPA 182 PLN2-TRA 183 PLN1-SPA 184PLN1-FAR 185 PLN3-SPA 186 PLN2-FAR 187 PLN3-SPA 190 PLN2-FAR 189 PLN3-TRA 188 5'5'5' MULT I - P U R P O S E EVE N T L A W N A R E A SPA DIN I N G C O U R T Y A R D RESO R T P O O L MAIL MAIL MAI L MA I L MAI L MAIL MAIL MAIL MAI L MAI L MAIL MAI L FIREPIT OPEN SPACE MAI L POO L E Q M T . MEN ' S WOM E N ' S SHO W E R AREA CO V E R E D OUT D O O R L O U N G E PO W D E R CLU B H O U S E COL L O N A D E 9'8' 19 ' CONCEPTUAL SITE PLAN VICTORIA STREET: 10' Porch Setback 12' Bldg. Setback NORTH HERITAGE CIRCLE: 8' Porch Setback 10' Bldg. Setback TRAIL CROSSING CONNECTION WITH FLASHING LIGHTS NORTH HERITAGE CIRCLE: 8' Porch Setback 10' Bldg. Setback S.U.V. VEHICLE A A Future improvement (dashed line) Temporary asphalt curb FONTANA | CA STRATHAM HOMES | PAM 18-041 (TTM No. 20229) DATE 12| 17| 18 FONTANA VICTORIA 0 1"=40'-0"SCALE 40 80 CONCEPTUAL SITE PLAN | SP1 NORTH ENTRY MONUMENT VICTORIA STREET: 6' PARKWAY 8' TRAIL (AC) 2' LANDSCAPE 6' SIDEWALK PEDESTRIAN CROSSING WITH FLASHING LIGHTS SIGNALIZED INTERSECTION III II I3' 26 ' A L L E Y 12 ' X 1 5 ' M I N . 4' US A B L E Y A R D 3'3' 8' 14 ' X 1 6 ' M I N . US A B L E Y A R D 12 ' - 8 " X 1 6 ' - 6 " M I N . US A B L E Y A R D 5'5' 7' 4'4'4' 8' III III 3'3'2' 8' 5' 4'4'4' 8' GUEST PARKING 22' GUEST PARKING GUEST PARKINGGUEST PARKINGGUEST PARKING 6'6'6'4'4' 8' 26 ' 8'10 ' 10 ' 10 ' 8'8' 6' 6' 5'5' INTERNAL LOOP STREET NORTH HERITAGE CIRCLE 15 ' 12'-8" 16 ' 14' 16 ' - 6 " 12'-8" ALLEY TREE GUTTER VINE OVER GARAGE VINE POCKET (TYP.) SIDE YARD ACCESS GATE STEPPING PADS 64 ' EX C L U S I V E U S E A R E A EX C L U S I V E U S E A R E A 14 ' X 1 6 ' M I N . US A B L E Y A R D 12 ' X 1 5 ' M I N . US A B L E Y A R D 12 ' - 8 " X 1 6 ' - 6 " M I N . US A B L E Y A R D 26 ' TYPICAL ALLEY LOADED COMPOSITE PLAN FONTANA | CA STRATHAM HOMES | PAM 18-041 (TTM No. 20229) DATE 12| 17| 18 FONTANA VICTORIA 0 10 20 1"=10'-0"SCALE TYPICAL ALLEY LOADED | SP2 26' 8' 122' 6' 5' 5' 8' 5' m i n . 34 ' 26 ' 22' GUEST PARKING 5' 5' 11 0 ' - 2 " R 1 9 ' 40' 5' 5' 6' 3' 6' 17' 15 ' 15 ' 17' 12' 19 ' - 6 " 22 ' - 6 " 12' PRIVATE REAR YARD PRIVATE REAR YARD PRIVATE REAR YARD PRIVATE REAR YARD mi n . mi n . 5' R19 ' 3' 5' m i n . PLAN 2 PLAN 1 PLAN 3 PLAN 3 ENHANCED PAVING 10 ' MI N . 10 ' MI N . 34 ' 26 ' 22' GUEST PARKING 5' 26' 8' 122' 5' 5' 8' 5' m i n . 16 0 ' - 2 " 40' 5' 5' 8' 26' 3'3' 3'3' 6' 6'6' 6' 15 ' 17' 12' 19 ' - 6 " 26 ' - 6 " 12' 12' 19 ' - 6 " 12' 26 ' - 6 " 15 ' 17' PRIVATE REAR YARD PRIVATE REAR YARD PRIVATE REAR YARD PRIVATE REAR YARD PRIVATE REAR YARD PRIVATE REAR YARD 5'5' 5'5' 8' 8' 5' R 1 9 'R19 ' 6' 5' m i n . PLAN 3 PLAN 3 PLAN 1 PLAN 2 PLAN 2 PLAN 1 ENHANCED PAVING 10 ' MI N . 10 ' MI N . TYPICAL 4-PACK CLUSTER TYPICAL 6-PACK CLUSTER FONTANA | CA STRATHAM HOMES | PAM 18-041 (TTM No. 20229) DATE 12| 17| 18 FONTANA VICTORIA 0 10 20 1"=10'-0"SCALE TYPICAL CLUSTER COMPOSITE PLAN | SP3 II II II III III I I I III III III I IIIIIIIIIIII II IIIIII II II II II II III III III III I I I III I I III IIIII I IIIIII II II I II III III II II II IIIIIIII IIIIII IIII I III II II III I I III III IIII III 3 2 4 6 5 1110 13 V I C T O R I A S T R E E T 7 1 9 128 1817161514 19 20 2221 23 24 25 26 27 28 29 30 EV A NORTH HERITAGE CIRCLE I III II III I 32 BIKEBIKE BIKE 55 56 57 58 59 60 61 62 63 64 65 66 45' 40' 40' 30' 31 33 34 BIK E BIK E 67 68 69 85 86 87 88 89 90 91 92 93 MAILLOADING SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT BRI D G E ( E X ) EXIT ON L Y 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 YIELD YIELD LAN E BIKE END LANE BIKE END 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 34' 26' 26 ' 34 '26 ' 34 '26 ' 34 ' 26' 5' 26' 26 ' 26' 26' 26 ' 26' 26 ' 26' 26 ' 26 ' 26'26'26'26'26' 26'26'26'26'26'26' 26 ' 26 ' 26 ' 26 ' 26 ' 2 6 ' 34 '34 '34 '34 ' 26 ' 26 ' 34 ' 26 ' 10 ' 8' 60 ' R O W 47' 20'20' 20'20' 28' R38'R38' 28' 26' 26'26'26'30'26'26'26' 26' 30' sewer easemt 26' 36' 5' 5' 5' 8' 8'8' 8' 5'5' 10' 6' 8' 8' 10' 6' 8' 8' 10' 6' 8' 8' 10' 6' 8' 8' 10' 6' 8' 8' 10' 6' 8' 8' 10' 10' 10' 7' 8' 8' 5' 8' 8' 5' 8' 8' 5' 8' 8' 5' 8' 8' 5' 8' 8' 5' 8' 8' 5' 5'-5 " 10' 9' 5'7'5' 8' 8' 6' 7'5'7'5' 8'8'8'8'8'8' 7'5'7'5' 8' 7' 8'8' 5' 5' 5' 8' 8' 8'8' 8' 6' 10' 10' 5'5'5' 10' 8'8' 8'8' 18 ' - 8 " 17'- 3 " 22' - 1 1 " 21' - 6 " 20'- 1 " 15'- 1 0 " 11' - 8 " 8'8'8' 8'8'8'8'8' 10'- 1 0 " 8' 5'5'5'5'5'5'5' 8' 8'8'8'8' 8' 8' 8' 8'8'8'8'8'8'8' 8'8'8'8'8'8'8'8'8'8'8' 8'8'8'8'8'8'8'8' 10'8'10'8'8'10' 8' 8'8'8' 6'4'4'6'6'4'6'4' 6'4' 6' 4' 10' R70'R5 2 ' R40 ' 18' 18'-6"17'-4" 8'8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10'10' 10'10' 6' 6'6'6' 10' 10' 10' 6'6'6'6' 10' 10' 10' 10' NO R T H H E R I T A G E C I R C L E 110 111 112 14 2 ' 3536 5354 12' 10' 6' 22' 26' 26' 26' 26' 8' 6' 8' A s p h a l t C o n c r e t e T r a i l 8'-1 0 " Edge of PavementEdge of Pavement 26 ' 5'5'5' MULTI-PU R P O S E EVENT LAW N A R E A SPA DINING C O U R T Y A R D RESORT PO O L MAIL MAIL MAIL MAIL MAIL MAIL MAIL MAIL MAIL MAIL MAIL MAIL FIREPIT OPEN SPACE MAIL POOL EQM T . MEN'S WOMEN'S SHOWE RAREA COVERED OUTDOOR L O U N G E POWDER CLUBHOUS E COLLONAD E 9'8' 19' BUFFER TO PORCHNORTH HERITAGE CIRCLE 5' BIKE LANE (CLASS II) 6'6' PARKWAY SIDE- WALK 8' DETACHED CLUSTER HOME 10' TO BUILDING 13'18' CL 6'26' DETACHED CLUSTER HOME VICTORIA STREET TRAIL (CLASS I) SIDE- WALK 8'6'5' BIKE LANE (CLASS II) 2' PARKWAY 8'26'5' DETACHED CLUSTER HOME STREET PARKING EXTERIOR STREET PARKWAY CLUSTER HOME 5'5'5'4' SIDE- WALK BUFFER BUFFERSIDE- WALK 15' STREET TO BUILDING 9' STREET TO BUILDING A B C SECTION A - NORTH HERITAGE CIRCLE DETACHED CLUSTER KEY MAP SECTION B - VICTORIA STREET DETACHED CLUSTER FONTANA | CA STRATHAM HOMES | PAM 18-041 (TTM No. 20229) DATE 12| 17| 18 FONTANA VICTORIA 0 1/4"=1'-0"SCALE 4 8 TYPICAL STREET SECTIONS | SP4 NORTH SECTION C - INTERIOR STREET II II II II I II I I I I II I III II I I IIIIIIIIIIII II IIIIII II II II II II III III III III I I I III I I II I IIIII I IIIIII II II I II III III II II II IIIIIIII IIIIII IIII I III II II III I I III III IIII III 3 2 4 6 5 1110 13 V I C T O R I A S T R E E T 7 1 9 128 1817161514 19 20 2221 23 24 25 26 27 28 29 30 E V A NORTH HERITAGE CIRCLE I III II II I I 32 BIKEBIKE BIKE 55 56 57 58 59 60 61 62 63 64 65 66 45 ' 40 ' 40' 30' 31 33 34 B I K E BI K E PA C I F I C E L E C T R I C B I K E T R A I L ( E X ) 67 68 69 85 86 87 88 89 90 91 92 93 MAILLOADING SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT PA C I F I C E L E C T R I C B I K E T R A I L ( E X ) BR I D G E ( E X ) EXIT O N L Y 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 YIELD YIELD LA N E BIK E END LANE BIKE END 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 NO R T H H E R I T A G E C I R C L E 110 111 112 3536 5354 8' A s p h a l t C o n c r e t e T r a i l Edge of PavementEdge of Pavement 01 PLN1-SPA 02 PLN3-TRA 03 PLN2-FAR 04 PLN3-SPA05 PLN1-TRA 06 PLN1-FAR 07 PLN3-SPA 08 PLN2-FAR 09 PLN1-SPA 10 PLN3-FAR 11 PLN2-TRA 12 PLN1-FAR 13 PLN3-SPA 14 PLN2-TRA 15 PLN1-FAR 16 PLN3-TRA 17 PLN2-SPA 18 PLN1-TRA 19 PLN3-FAR 20 PLN1-SPA 21 PLN2-TRA 22 PLN3-SPA 23 PLN1-SPA 24 PLN2-TRA 25 PLN3-FAR 41 PLN3-TRA 40 PLN2-SPA 39 PLN1-FAR 42 PLN2-TRA 43 PLN1-SPA 44 PLN2-FAR 45 PLN3-TRA 46 PLN2-SPA 47 PLN1-TRA 48 PLN3-FAR 49 PLN2-TRA 50 PLN1-FAR 51 PLN3-SPA 52 PLN2-FAR 53 PLN1-SPA 74 PLN2-TRA 75 PLN3-FAR 76 PLN1-SPA 77 PLN3-TRA 78 PLN1-FAR 79 PLN2-SPA 80 PLN1-TRA 81 PLN2-FAR 82 PLN3-SPA 34 PLN3-TRA 35 PLN2-SPA 36 PLN1-TRA 37 PLN3-FAR 38 PLN2-TRA 54 PLN3-TRA 55 PLN1-FAR 56 PLN3-SPA 57 PLN2-FAR 58 PLN1-SPA 59 PLN2-TRA 60 PLN3-FAR 61 PLN2-SPA 62 PLN1-TRA 63 PLN3-SPA 64 PLN1-TRA 65 PLN2-SPA 66 PLN3-FAR 67 PLN1-SPA 68 PLN2-FAR 69 PLN3-SPA 70 PLN1-TRA 71 PLN2-SPA 72 PLN3-TRA 73 PLN1-FAR PLN3-TRA 102 PLN2-FAR 103 PLN1-SPA 101 PLN1-FAR 100 PLN2-FAR 99 PLN3-SPA 98 PLN1-TRA 95 PLN1-FAR 94 PLN3-SPA 96 PLN2-SPA 93 PLN3-FAR 90 PLN2-TRA 97 PLN3-FAR 92 PLN2-SPA 91 PLN3-TRA 86 PLN3-SPA 85 PLN2-FAR 87 PLN2-TRA 84 PLN1-TRA 88 PLN3-FAR 83 PLN1-SPA 89 PLN1-FAR 138PLN1-TRA 137PLN1-SPA 134PLN1-SPA 133PLN1-TRA 130 PLN3-SPA 131 PLN2-TRA 132 PLN3-FAR 135 PLN2-SPA 136 PLN3-TRA 139 PLN3-FAR 140PLN2-TRA 145 PLN3-SPA 146 PLN3-FAR 144 PLN2-TRA 147 PLN2-SPA 141 PLN1-FAR 142PLN1-TRA 143 PLN1-SPA 148PLN1-FAR 149 PLN3-SPA 150 PLN2-FAR 153 PLN3-TRA 152 PLN2-FAR 151 PLN2-SPA 157PLN3-FAR 158 PLN2-SPA 159 PLN3-TRA 156 PLN1-tra 160 PLN1-SPA 155 PLN1-TRA 154 PLN1-FAR 161 PLN3-FAR 162 PLN2-TRA 163 PLN2-TRA 191 PLN3-TRA 192 PLN2-SPA 193 26 PLN1-SPA 27 PLN3-FAR 28 PLN2-TRA 29 PLN1-FAR 30 PLN2-SPA 31 PLN1-TRA 32 PLN2-FAR 33 PLN3-SPA PLN1-SPA 117 PLN2-FAR 116 PLN1-TRA 118 PLN3-SPA 119 PLN2-TRA 120 PLN1-FAR 121 PLN1-SPA 122 PLN3-FAR 123 PLN2-SPA 124 PLN1-FAR 125 PLN1-TRA 126 PLN3-TRA 127 PLN2-FAR 128 PLN1-SPA 129 PLN3-FAR 108 PLN2-SPA 109 PLN3-TRA 104 PLN2-FAR 105 PLN1-TRA 106 PLN1-SPA 107 PLN3-FAR 115 PLN2-SPA 110 PLN2-SPA 114 PLN3-TRA 111 PLN1-TRA 113 PLN1-FAR 112 PLN3-SPA 164 PLN2-TRA 165 PLN1-SPA 166PLN1-FAR 167 PLN3-SPA 168 PLN2-FAR 169 PLN2-FAR 171 PLN3-TRA 170 PLN2-SPA 175 PLN3-TRA 174 PLN1-SPA 173 PLN1-TRA 172 PLN3-FAR 176PLN2-TRA 181 PLN3-FAR 180 PLN2-SPA 177 PLN1-FAR 178PLN1-TRA 179 PLN3-SPA 182 PLN2-TRA 183 PLN1-SPA 184PLN1-FAR 185 PLN3-SPA 186 PLN2-FAR 187 PLN3-SPA 190 PLN2-FAR 189 PLN3-TRA 188 MULT I - P U R P O S E EVE N T L A W N A R E A SPA DININ G C O U R T Y A R D RESO R T P O O L MAIL MAIL MAI L MA I L MAI L MAIL MA I L MA I L MAI L MAIL MAIL MAI L FIREPIT OPEN SPACE MAI L POO L E Q M T . MEN'S WOM E N ' S SHO W E R AREA COV E R E D OUT D O O R L O U N G E POW D E R CLU B H O U S E COL L O N A D E 9'8' 19 ' 0 1"=40'-0"SCALE 40 80 NORTH SP-5 OPEN SPACE PLAN FONTANA | CA STRATHAM HOMES | PAM 18-041 (TTM No. 20229) DATE 12| 17| 18 FONTANA VICTORIA 53 ' - 0 " 3' - 0 " 4'-0"4'-0" 62 ' - 0 " 31'-0" 39'-0" 2' - 0 " 4' - 0 " Up Pwdr Porch Kitchen 12'-4" x 14'-0" Dining 12'-0" x 12'-0"Entry Living 15'-2" x 16'-10" Trash Tankless W.H. Eat Bar Island Ref. Pantry Walk-in Coats Range SinkD.W. Garage 30'-4" x 20'-0" Patio 4'-0"4'-0" A/C Media 2'-9"2'-9" Pl a n 1 Y a r d 869 SQ. FT. 2' - 0 " 5' - 0 " Linen W D Tech Mstr Br 12'-2" x 14'-0" Mstr Ba Walk-incloset Dn Serv Ba 2 Br 2 12'-0" x 11'-6" Br 3 12'-0" x 11'-6" Open to below Roof Roof Walk-incloset Balcony Linen Linen 1028 SQ. FT. PLAN 1 • SECOND FLOOR SCALE: 1/4" = 1'-0" PLAN 1 • FIRST FLOOR SCALE: 1/4" = 1'-0" 0 1/4"=1'-0"SCALE 4 8 VICTORIA - ALLEY LOAD FONTANA | CA STRATHAM HOMES | PAM 18-041 TTM No. 20289 DATE 12 | 19| 18 PLAN 1 1,896 SQ.FT. DD1.0 PLAN 1 - 1ST & 2ND FLOORS 4' - 0 " 2' - 0 " 53 ' - 0 " 2' - 6 " 62 ' - 0 " 4'-0"4'-0"31'-0" 39'-0" Tankless W.H. Media Kitchen 14'-6" x 16'-6" Island W D Eat Bar Coats Entry Dining 11'-8" x 11'-10" Living 18'-4" x 15'-2" Pwdr Up Porch Pantry Ref. Sink D.W. Range Garage 30'-4" x 20'-0" Serv 4'-0"4'-0" Trash A/C Patio Line of floor above 6" 2'-9"2'-9" Pl a n 2 Y a r d 851 SQ. FT. Gaming Loft 14'-10" x 16'-2" Mstr Ba Mstr Br 12'-8" x 13'-10" Br 2 11'-10" x 11'-6" Br 3 11'-6" x 11'-0" Ba 2 Ba 3 Roof Roof Dn Open to below Walk-in closet Linen Coffee Bar Vanity Media/ Desk 1,494 SQ. FT. PLAN 2 • SECOND FLOOR SCALE: 1/4" = 1'-0" PLAN 2 • FIRST FLOOR SCALE: 1/4" = 1'-0" 0 1/4"=1'-0"SCALE 4 8 VICTORIA - ALLEY LOAD FONTANA | CA STRATHAM HOMES | PAM 18-041 TTM No. 20289 DATE 12 | 19| 18 PLAN 2 1,991 SQ.FT. DD2.0 PLAN 2 - 1ST & 2ND FLOORS 4'-0"4'-0"31'-0" 39'-0" 4' - 0 " 2' - 0 " 53 ' - 0 " Media Sink D.W. Patio Porch Walk-incloset Up Living 13'-6" x 13'-4" Entry Kitchen 14'-2" x 14'-10" Dining 11'-0" x 13'-4" Ba 4 Den/Br 4 11'-6" x 10'-0" Garage 30'-4" x 20'-0" Pantry Range Ref. Coats Tankless W.H. Trash A/C 62 ' - 0 " 2' - 6 " 6" Line of floor above Pl a n 3 Y a r d 2'-9"2'-9" 891 SQ. FT. Media Vanity Ba 2 Br 2 11'-0" x 11'-0" Mstr Ba Mstr Br Serv 13'-6" x 14'-10" Ba 3 Br 3 11'-6" x 11'-6" Loft 11'-10" x 11'-0" Sink Walk-incloset Walk-incloset Linen W D Roof Roof Roof Dn Open to Below 1,251 SQ. FT. PLAN 3 • SECOND FLOOR SCALE: 1/4" = 1'-0" PLAN 3 • FIRST FLOOR SCALE: 1/4" = 1'-0" 0 1/4"=1'-0"SCALE 4 8 VICTORIA - ALLEY LOAD FONTANA | CA STRATHAM HOMES | PAM 18-041 TTM No. 20289 DATE 12 | 19| 18 PLAN 3 2,141 SQ.FT. DD3.0 PLAN 3 - 1ST & 2ND FLOORS 3'-0"33'-0" 7'-0" 7'-0" 4' - 0 " 18 ' - 0 " 8' - 0 " 27 ' - 0 " 6' - 0 " 5'-0"32'-0" 5'-0" 5'-0" 6' - 0 " 14 ' - 4 " 30 ' - 8 " 4' - 0 " Plan 1 Up Pdr/Ba 3 Tankless W.H. Garage 30'-0" x 20'-0" Dining 11'-0" x 15'-0" Living 14'-0" x 15'-0" Media Porch Entry Br 3 10'-0" x 12'-0" Patio RangeRef.Pantry Sink Micro D.W. Double Oven Eat Bar Kitchen 15'-0" x 18'-0" 5'-0" 3'-6" 935 SQ. FT. Dn Serv Walk -In Closet Linen Mstr Br 14'-0" x 16'-6" Mstr Ba Ba 2 Roof Roof Roof Br 2 10'-0" x 12'-0" Loft 14'-0" x 11'-6" Open to Below Media Linen 1013 SQ. FT. PLAN 1 • SECOND FLOOR SCALE: 1/4" = 1'-0" PLAN 1 • FIRST FLOOR SCALE: 1/4" = 1'-0" 0 1/4"=1'-0"SCALE 4 8 VICTORIA - CLUSTER FONTANA | CA STRATHAM HOMES | PAM 18-041 TTM No. 20289 DATE 12 | 19 | 18 PLAN 1 1,948 SQ.FT. DD1.0 PLAN 1 - 1ST & 2ND FLOORS 973 SQ. FT. 5'-0"7'-0"33'-0"3'-0" 4' - 0 " 30 ' - 8 " 12 ' - 4 " 8' - 0 " 43 ' - 0 " 40'-0" 11 ' - 6 " 31 ' - 6 " 36'-6"4'-0" Up Ba 3 Garage 30'-0" x 20'-0" Dining 11'-0" x 11'-6" Living 16'-6" x 14'-10" Br 4 12'-8" x 12'-0" Range PantryDouble Oven Sink D.W. Ref. Kitchen 14'-0" x 15'-0" Media Tankless W.H. 1206 SQ. FT. Br 2 10'-6" x 11'-0" Br 3 10'-6" x 11'-0" Ba 2 DN Open to Below Loft 13'-6" x 15'-0" Media Mstr Br 12'-0" x 15'-0" Serv Walk -In Closet Mstr Ba Roof PLAN 2 • SECOND FLOOR SCALE: 1/4" = 1'-0" PLAN 2 • FIRST FLOOR SCALE: 1/4" = 1'-0" 0 1/4"=1'-0"SCALE 4 8 VICTORIA - CLUSTER FONTANA | CA STRATHAM HOMES | PAM 18-041 TTM No. 20289 DATE 12 | 19 | 18 PLAN 2 2,179 SQ.FT. DD2.0 PLAN 2 - 1ST & 2ND FLOORS 5'-0"15'-0"38'-0"3'-0" 4' - 0 " 21 ' - 4 " 24 ' - 1 0 " 4' - 0 " 5'-0"36'-6"5'-8"10'-10" 4' - 0 " 36 ' - 2 " 10 ' - 0 " 4' - 0 " Plan 3 Garage 20'-0" x 20'-0" Entry Porch Dining 14'-6" x 16'-6" Garage 20'-0" x 10'-0" Pdr/Ba 3 Up Living 21'-0" x 14'-0" Kitchen 18'-0" x 13'-0" Patio Island Pantry Ref. Sink D.W. Range Double Oven Eat Bar Tankless W.H. Br 4 14'-10" x 10'-2" Walk-in closet 1,216 SQ. FT. DN Open to Below Loft 10'-0" x 14'-6" Media Walk -In Closet Mstr Br 14'-0" x 16'-6" Br 2 10'-6" x 11'-0" Br 3 10'-0" x 10'-6" Serv Roof Roof Ba 2 Vanity Mstr Ba Seat 1363 SQ. FT. PLAN 3 • SECOND FLOOR SCALE: 1/4" = 1'-0" PLAN 3 • FIRST FLOOR SCALE: 1/4" = 1'-0" . . 0 1/4"=1'-0"SCALE 4 8 VICTORIA - CLUSTER FONTANA | CA STRATHAM HOMES | PAM 18-041 TTM No. 20289 DATE 12 | 19 | 18 PLAN 3 2,579 SQ.FT. DD3.0 PLAN 3 - 1ST & 2ND FLOORS ❖ APPENDICES ❖ APPENDIX C PHASE I ENVIRONMENTAL SITE ASSESSMENT PHASE I ENVIRONMENTAL SITE ASSESSMENT PROPOSED VICTORIA STREET RESIDENTIAL DEVELOPMENT SOUTHEAST OF THE INTERSECTION OF VICTORIA STREET AND INTERSTATE 15, CITY OF FONTANA, SAN BERNARDINO COUNTY, CALIFORNIA, ASSESSOR PARCEL NUMBER (APN) 0228-091-07 Prepared For: STRATHAM HOMES, INC. 2201 Dupont Drive, Suite 300 Irvine, California 92612 Project No. 10875.002 December 5, 2014 December 5, 2014 Project No. 10875.002 To: Stratham Homes, Inc. 2201 Dupont Drive, Suite 300 Irvine, California 92612 Attention: Mr. Brandon Roth Subject: Phase I Environmental Site Assessment, Proposed Victoria Street Residential Development Southeast of the Intersection of Victoria Street and Interstate 15, City of Fontana, San Bernardino County, California, Assessor Parcel Number (APN) 0228-091-07 Leighton and Associates, Inc. (Leighton and Associates) is pleased to present this Phase I Environmental Site Assessment, for the property located southeast of Victoria Street and Interstate 15, City of Fontana, San Bernardino County, California, Assessor Parcel Number (APN) 0228-091-07 (subject site). Leighton and Associates declares that, to the best of our professional knowledge and belief, we meet the definition of Environmental Professional as defined in §312.10 of 40 Code of Federal Regulations (CFR) 312, and the ASTM International E1527-13. Leighton and Associates has the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the subject site. Leighton and Associates has developed and performed the all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312. If you have questions regarding this report, please contact us. We appreciate the opportunity to be of service to Stratham Homes, Inc. Respectfully submitted, LEIGHTON AND ASSOCIATES, INC. Richard L. Orr, PG 7199 Associate Geologist Distribution: (3) Addressee Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 i TABLE OF CONTENTS Section Page 1.0 INTRODUCTION .................................................................................................. 1 1.1 Authorization ................................................................................................ 1 1.2 Purpose........................................................................................................ 1 1.3 Scope of Work ............................................................................................. 2 1.4 Significant Assumptions ............................................................................... 2 1.5 Limitations and Exceptions .......................................................................... 2 1.6 Special Terms and Conditions ..................................................................... 4 1.7 User Reliance .............................................................................................. 4 1.8 Important Information about Geoenvironmental Reports ............................. 4 2.0 SITE DESCRIPTION ............................................................................................ 5 2.1 Location and Legal Description .................................................................... 5 2.2 Property and Vicinity General Characteristics .............................................. 5 2.3 Current Use of the Subject Site .................................................................... 5 2.4 Descriptions of Structures, Roads and Other Improvements ....................... 5 2.5 Current Uses of Adjoining Properties ........................................................... 6 3.0 USER PROVIDED INFORMATION ...................................................................... 7 3.1 Environmental Liens or Activity and Use Limitations .................................... 7 3.2 Specialized Knowledge ................................................................................ 7 3.3 Commonly Known or Reasonably Ascertainable Information ...................... 7 3.4 Valuation Reduction for Environmental Issues ............................................. 7 3.5 Owner, Property Manager, and Occupant Information ................................. 8 3.6 Reason for Performing Phase I ESA ............................................................ 8 3.7 Other ............................................................................................................ 8 4.0 RECORDS REVIEW ............................................................................................ 9 4.1 Physical Setting Source(s) ........................................................................... 9 4.1.1 Topography ............................................................................................... 9 4.1.2 Surface Water ............................................................................................ 9 4.1.3 Geology and Soils ...................................................................................... 9 4.1.4 Hydrogeology .......................................................................................... 10 4.1.5 Oil and Gas Fields ................................................................................... 11 4.2 Standard Environmental Record Sources .................................................. 11 4.2.1 Subject Site ............................................................................................. 11 4.2.2 Offsite ...................................................................................................... 11 4.2.3 Vapor Encroachment ............................................................................... 12 4.2.4 Regulatory Agency Contacts .................................................................... 12 4.2.5 Radon ...................................................................................................... 13 4.2.6 Other Reports .......................................................................................... 14 4.3 Historical Use Information on the Property................................................. 14 4.3.1 Aerial Photographs .................................................................................. 14 4.3.2 Historical Topographic Maps .................................................................... 16 4.3.3 Fire Insurance Maps ................................................................................ 18 Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 ii 4.3.4 Building Department, Zoning and/or Land Use Records .......................... 18 4.3.5 Historical City Directories ......................................................................... 18 4.3.6 Summary of Historical Land Use .............................................................. 19 5.0 SITE RECONNAISSANCE ................................................................................. 20 5.1 Methodology and Limiting Conditions ........................................................ 20 5.2 General Property Setting............................................................................ 20 5.3 Exterior and Interior Observations ............................................................. 20 5.3.1 Hazardous Substances, Drums, and Other Chemical Containers ............ 20 5.3.2 Storage Tanks ......................................................................................... 21 5.3.3 Polychlorinated Biphenyls (PCBs)............................................................ 21 5.3.4 Waste Disposal ........................................................................................ 21 5.3.5 Dumping .................................................................................................. 21 5.3.6 Pits, Ponds, Lagoons, Septic Systems, Wastewater, Drains, Cisterns, and Sumps ..................................................................................................... 22 5.3.7 Pesticide Use ........................................................................................... 22 5.3.8 Staining, Discolored Soils, Corrosion ....................................................... 22 5.3.9 Stressed Vegetation ................................................................................ 22 5.3.10 Unusual Odors ......................................................................................... 22 5.3.11 Onsite Wells ............................................................................................ 22 6.0 INTERVIEWS ..................................................................................................... 23 6.1 Interview with Owner .................................................................................. 23 6.2 Interview with Property/Property Manager ................................................. 23 6.3 Interviews with Occupants ......................................................................... 23 6.4 Interviews with Local Government Officials................................................ 24 6.5 Interviews with Others ................................................................................ 25 7.0 FINDINGS .......................................................................................................... 26 7.1 Onsite ........................................................................................................ 26 7.2 Offsite ........................................................................................................ 27 7.3 Data Gaps .................................................................................................. 27 8.0 OPINION ............................................................................................................ 29 8.1 Onsite ........................................................................................................ 29 8.2 Offsite ........................................................................................................ 29 9.0 CONCLUSIONS ................................................................................................. 30 10.0 DEVIATIONS ...................................................................................................... 31 11.0 ADDITIONAL SERVICES ................................................................................... 32 12.0 QUALIFICATIONS OF ENVIRONMENTAL PROFESSIONALS ......................... 33 12.1 Corporate ................................................................................................... 33 12.2 Individual .................................................................................................... 33 12.3 Environmental Professional Statement ...................................................... 33 Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 iii List of Accompanying Illustrations and Appendices Figure 1 – Site Location Map Figure 2 – Site Plan Appendix A – References Appendix B – Site Reconnaissance Photos Appendix C – Phase I Owner and User Questionnaires and Client Supplied Documentation Appendix D – Environmental Lien Report Appendix E – Environmental Radius Report Appendix F – Regulatory Records Documentation Appendix G – Historical Research Documentation Appendix H – ASFE Geoenvironmental Report Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 1 - 1.0 INTRODUCTION 1.1 Authorization Leighton and Associates, Inc. (Leighton and Associates) performed a Phase I Environmental Site Assessment (ESA) for the property located at 13801 Victoria Street, City of Fontana, San Bernardino County, California, Parcel Number (APN) 0228-091-07 (subject site – Figure 1) in accordance with Stratham Homes, Inc. (Client) authorization. 1.2 Purpose The purpose of the Phase I ESA was to identify, to the extent feasible and pursuant to the processes prescribed in ASTM International (ASTM) E1527-13, recognized environmental conditions (RECs), historical RECs (HRECs), or controlled RECs (CRECs) in connection with the subject site. RECs are defined, according to ASTM E1527-13 as “the presence or likely presence of any hazardous substances or petroleum products in, on, or at a property: (1) due to any release to the environment; (2) under conditions indicative of a release to the environment; or (3) under conditions that pose a material threat of a future release to the environment. De minimis conditions are not RECs.” De minimus conditions are defined by ASTM 1527-13 as “a condition that generally does not present a threat to human health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies. Conditions determined to be de minimis conditions are not recognized environmental conditions nor controlled recognized environmental conditions.” HRECs are defined, according to ASTM E1527-13 as “a past release of any hazardous substances or petroleum products that has occurred in connection with the property and has been addressed to the satisfaction of the applicable regulatory authority or meeting unrestricted use criteria established by a regulatory authority, without subjecting the property to any required controls.” Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 2 - CRECs are defined, according to ASTM E1527-13 as “a REC resulting from a past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory authority, with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls.” (ASTM E1527-13, 2013) 1.3 Scope of Work The scope of work was performed in accordance with Leighton and Associates’ proposal and included the following tasks: • A reconnaissance-level visit of the subject site for evidence of the release(s) of hazardous materials and petroleum products and to assess the potential for onsite releases of hazardous materials and petroleum products; • Records review (including review of previous environmental reports, selected governmental databases, and historical review); • Interviews; and • Preparation of this report presenting our findings. 1.4 Significant Assumptions Leighton and Associates assumes that the purpose of this Phase I ESA is to provide appropriate inquiry into the previous ownership and use of the subject site so that the Client may qualify for the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA) landowner liability protections as defined in CERCLA, 42 USC §9601(35)(B). Leighton and Associates also assumes that the information provided by the Client and its agents, regulatory database provider, and regulatory agencies is true and reliable. 1.5 Limitations and Exceptions Property-specific activities performed by Leighton and Associates and information collected regarding these activities are summarized in the following sections. The findings of this Phase I ESA are presented in Section 7.0. Opinions and conclusions drawn by Leighton and Associates, based on the information collected as part of the Phase I ESA, are presented in Sections 8.0 Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 3 - and 9.0, respectively. References are included as Appendix A. Site Photographs are presented in Appendix B. Client Supplied documentation is included as Appendix C. Research of Environmental Liens is documented in Appendix D. The Environmental Radius Report is included as Appendix E. Regulatory records requests and responses are included as Appendix F. Historical documentation is provided in Appendix G. The ASFE Information about Geoenvironmental Reports is provided in Appendix H. This Phase I ESA was conducted in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing in the same locality under similar conditions. The observations and conclusions presented in this report are professional opinions based on the scope of activities, work schedule, and information obtained through the Phase I ESA described herein. Opinions presented herein apply to property conditions existing at the time of our study and cannot necessarily be taken to apply to property conditions or changes that we are not aware of or have not had the opportunity to evaluate. It must be recognized that conclusions drawn from these data are limited to the amount, type, distribution, and integrity of the information collected at the time of the investigation, and the methods utilized to collect and evaluate the data. Although Leighton and Associates has taken steps to obtain true copies of available information, we make no representation or warranty with respect to the accuracy or completeness of the information provided by others. This practice does not address whether requirements in addition to all appropriate inquiry have been met in order to qualify for the landowner liability protections including the continuing obligation not to impede the integrity and effectiveness of activity and use limitations, or the duty to take reasonable steps to prevent releases, or the duty to comply with legally required release reporting obligations. Users should also be aware that there are likely to be other legal obligations with regard to hazardous substances or petroleum products discovered on the subject site that are not addressed in this practice and that may pose risks of civil and/or criminal sanctions for non-compliance. Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 4 - 1.6 Special Terms and Conditions The scope of work for this Phase I ESA did not include testing of electrical equipment for the presence of polychlorinated biphenyls (PCBs) or collection of other environmental samples such as soil, air, water, building materials, paint, or other media; assessment of natural hazards such as naturally occurring asbestos, radon gas or methane gas; assessment of the potential presence of radionuclides; or assessment of nonchemical hazards such as the potential for damage from earthquakes or floods, or the presence of endangered species or wildlife habitats. This Phase I ESA also did not include an extensive assessment of the environmental compliance status of the subject site or of businesses operating at the subject site or a health-based risk assessment. 1.7 User Reliance This report is for the exclusive use of Stratham Homes, Inc. Use of this report by any other party shall be at such party’s sole risk. 1.8 Important Information about Geoenvironmental Reports The Client is referred to Appendix H regarding important information provided by ASFE on geoenvironmental studies and reports. Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 5 - 2.0 SITE DESCRIPTION 2.1 Location and Legal Description The subject site is located at 13901 Victoria Street, City of Fontana, San Bernardino County, California (Figure 1). The Riverside County Assessor’s Office designates the subject site as Assessor Parcel Number (APN) 0228-091-07. A legal description of the subject site is included in the Environmental Lien Report provided by NETR (Appendix D). 2.2 Property and Vicinity General Characteristics The subject site is currently vacant. To the north the subject site is bordered by Victoria Street. North of Victoria Street the land is occupied by a California Highway Patrol station and Interstate 15. A California Department of Transportation office is present northeast of the subject site. The land adjacent to the east of the subject site is vacant. To the south the subject site is bordered by the Pacific Electric Trail (PET). South of the PET the land is developed for residential use. The land adjacent to the west of the subject site is vacant. Interstate 15 borders the subject site to the northwest. A concrete lined flood control channel containing East Etiwanda Creek crosses the middle of the subject site from north to south. An unlined abandoned flood control channel extends from the East Etiwanda Creek channel across the southeast portion of the subject site. 2.3 Current Use of the Subject Site The subject site consists of 37.86 acres of vacant land and the concrete lined channel of East Etiwanda Creek and the abandoned unlined eastern flood control channel (Appendix B). 2.4 Descriptions of Structures, Roads and Other Improvements The subject site consists of vacant land. A concrete lined channel containing East Etiwanda Creek is present crossing the middle of the subject site from north to south. Two asphalt paved access roads are present paralleling the channel and chain-link fences are present along the length of the channel and access Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 6 - roads on both sides of the channel. An unlined flood control channel is present on the east side of the subject site. The flood control channel appears to have diverted floodwater flows from the north, southeast across and off the subject site. Graded dirt roads are present on either side of the concrete channel. Two graded dirt roads are also present on the northeastern portion of the subject site. Graded dirt roads are also present along the boundaries of the subject site. The following utilities provide or will provide service to the subject site: Natural Gas: The Southern California Gas Company Source of Potable Water: Fontana Water Company Electric: Southern California Edison Sewage Disposal: City of Fontana Waste Disposal: Burrtec Waste 2.5 Current Uses of Adjoining Properties Properties adjacent to the subject site include (Figure 2): Direction Address Company Name/Site Use North 13850 Victoria Street California Highway Patrol Northeast 13892 Victoria Street California Department of Transportation East None Vacant South Various Residential South of PET West None Vacant and Interstate 15 Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 7 - 3.0 USER PROVIDED INFORMATION The user of this Phase I ESA is identified as Stratham Homes, Inc. As a part of the ASTM E1527-13 process, Mr. Brandon Roth, Project Manager for Stratham Homes, Inc., was forwarded a questionnaire regarding the property. 3.1 Environmental Liens or Activity and Use Limitations Mr. Roth stated that he was unaware of environmental liens or activity and land use limitations regarding the subject site. Leighton and Associates also researched environmental liens through NETR dated November 13, 2014; environmental liens or activity use limitations were not identified for the subject site. A copy of the lien search is included in Appendix D and references are provided in Appendix A. No easement is shown on the assessor’s parcel map (Appendix G) and no easements are described in the lien search. 3.2 Specialized Knowledge Mr. Roth stated that he did not have specialized information regarding the subject site. 3.3 Commonly Known or Reasonably Ascertainable Information Mr. Roth stated that he did not know the previous uses of the subject site nor was he aware of chemicals that had been used on the subject site in the past. Mr. Roth was unaware of chemical spills that had occurred on the subject site or cleanups that had taken place at the subject site. 3.4 Valuation Reduction for Environmental Issues Mr. Roth stated that the purchase price of the subject site reflects the fair market value of the land. Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 8 - 3.5 Owner, Property Manager, and Occupant Information Stratham Homes, Inc. forwarded a copy of the Phase I Owner Questionnaire to Ms. Jennifer Goodell, a representative of the San Bernardino County Flood Control District, on behalf of Leighton and Associates. The information received from Ms. Goodell is included in Section 6.0. 3.6 Reason for Performing Phase I ESA Mr. Roth stated that the Phase I ESA is being performed as due diligence prior to the purchase of the subject site. 3.7 Other No other information was supplied by the Client. Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 9 - 4.0 RECORDS REVIEW 4.1 Physical Setting Source(s) Leighton and Associates reviewed pertinent maps and readily available literature for information on the physiography and hydrogeology of the subject site. A summary of this information is presented in the following subsections. 4.1.1 Topography The subject site is located in Section 34, Township 1 North, Range 6 West of the San Bernardino Baseline and Meridian. The subject site is depicted on the United States Geological Survey (USGS) Cucamonga Peak, California; Devore, California; Fontana, California; and Guasti, California 7.5-Minute Topographic Quadrangles dated 1996. The subject site has an average elevation of approximately 1,300 feet above mean sea level (MSL), and slopes gently to the south. 4.1.2 Surface Water A concrete lined channel is present in the middle of the subject site. The channel crosses the subject site from north to south and contains East Etiwanda Creek. An abandoned unlined flood control channel crosses the subject site from the East Etiwanda Creek channel toward the southeast. 4.1.3 Geology and Soils The site is located within the Chino Basin in the northern portion of the Peninsular Range geomorphic province of California. Major structural features surround this region, including the Cucamonga fault and the San Gabriel Mountains to the north, the Chino fault and Puente/Chino Hills to the west, and the San Jacinto fault to the east. This is an area of large- scale crustal disturbance as the relatively northwestward-moving Peninsular Range Province collides with the Transverse Range Province (San Gabriel and San Bernardino Mountains) to the north. Several active or potentially active faults have been mapped in the region and are believed to accommodate compression associated with this collision. The Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 10 - site is underlain by younger alluvial soil deposits eroded from the mountains surrounding the basin and deposited in the site vicinity. The site is mapped as being underlain by young alluvial fan deposits. In the borings and test pits conducted during our concurrent geotechnical investigation, we generally observed uncontrolled fill in the upper 18 to 24 inches with native alluvial soil below. The onsite soils generally consisted of sand with gravel, cobbles and few boulders. The near surface soil was described as loose and dry. The soil becomes slightly moist and dense at depth. Based on our observations, cobbles (between 3 and 12 inches in dimension) make up roughly 30 to 50 percent by volume of the soil matrix in the upper 5 to 6 feet below the ground surface. We observed few rocks larger than 12 inches and estimate that boulders make up about 5 percent of the soil matrix. 4.1.4 Hydrogeology The subject site is located in the Chino Basin of the Upper Santa Ana River Hydrologic Area. The basin is bounded by the Cucamonga fault and the impermeable rocks of the San Gabriel Mountains to the north. To the east the basin is bounded by the Rialto-Colton fault. The impermeable rocks of the Jurupa Mountains bound the basin on the southeast. The Chino fault and the impermeable rocks of the Puente Hills bound the fault on the southwest. The basin is bounded by the San Jose fault on the northwest. San Antonio Creek and Cucamonga Creek drain the basin. Both creeks flow to the Santa Ana River which flows southwest out of the basin (DWR, 2003). According to the Western Municipal Water District Cooperative Well Measuring Program, Spring, 2014 edition (WMWD, 2014), and the California Department of Water Resources Groundwater Information Center depth to groundwater in the subject site vicinity is approximately 440 feet below ground surface (bgs) and generally flows to the southwest (DWR, 2014). Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 11 - 4.1.5 Oil and Gas Fields On November 12, 2014, Leighton and Associates reviewed the California Department of Conservation, Division of Oil, Gas, and Geothermal Resources (DOGGR) Online Well Finder System. Oil wells were not identified on the subject site or on adjacent properties. 4.2 Standard Environmental Record Sources A search of selected government databases was conducted by Leighton and Associates using the EDR Radius Map Report (EDR Report) prepared by EDR, dated November 13, 2014. Details of the database search along with descriptions of each database researched are provided in the EDR Report (Appendix E). The report meets the government records search requirements of ASTM E1527-13 Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process. The database listings were reviewed within the specified radii established by ASTM E1527-13. 4.2.1 Subject Site The subject site was identified in the EDR report on the Solid Waste Information System (SWIS) database. The SWIS database tracks solid waste disposal sites and landfills. The subject site is the location of the Etiwanda Disposal Site, operated by the San Bernardino County Flood Control District. According to the database information, the Etiwanda Disposal Site was used as a solid waste disposal site and predates regulation of solid waste disposal areas and landfills. The facility is currently closed and inspected biennially. 4.2.2 Offsite One offsite facility, the Caltrans/CHP Transportation Management Center located adjacent to the north of the subject site is listed as being the site of a hazardous materials release. According to the California Hazardous Materials Incident Reporting Service (CHMIRS), on April 13, 2013 approximately 25 gallons of diesel fuel was released from an above ground storage tank. The release was cleaned up by CalTrans personnel under the oversight of the San Bernardino County Fire Department. Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 12 - Based on the relatively small quantity of diesel fuel released the potential for this facility to impact the subject site appears low. The remaining offsite listings in the database report were reviewed and not interpreted to represent an adverse effect to the subject site at the time of this report preparation based on one or more of the following: • Nature of the database listing and not appearing on a database that reports unauthorized releases of hazardous substances, • Reported regulatory agency status (ex. Case Closed), • Reported nature of the case (soil contamination only), • Distance of the facility to the subject site, and/or • Location of the facility with respect to anticipated groundwater flow direction. Unmapped Listings: Several properties were listed within EDR Report as “non-geocoded listings”. Non-geocoded listings are properties without a complete street address and therefore cannot be located on a map. No unmapped listings were identified in the radius report. 4.2.3 Vapor Encroachment Two nearby facilities that utilized hazardous materials (Caltrans Materials Testing Laboratory) or had releases (Caltrans/CHP Transportation Management Center) were identified; however, based on the lack of releases at the Caltrans Materials Testing Laboratory and the relatively small quantity of diesel released at the Caltrans/CHP Transportation Management Center there does not appear to be a potential for vapor encroachment onto the subject site (Appendix E). 4.2.4 Regulatory Agency Contacts On November 11, 2014, Leighton and Associates requested regulatory records from the following agencies: • Department of Toxic Substances Control (DTSC) – Cypress and Chatsworth Divisions; • National Pipeline Mapping System (NPMS); Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 13 - • Regional Water Quality Control Board, Santa Ana Region (SARWQCB); • San Bernardino County Fire Department Hazardous Materials Division (SBCFD); and • South Coast Air Quality Management District (SCAQMD) No files were found with the DTSC Cypress Division, DTSC Chatsworth Division, NPMS, or SARWQCB. No onsite or adjacent pipelines were identified on the NPMS. No onsite facilities were identified on the SCAQMD Facility Information Detail (FIND) database. Two files concerning containers of waste oil being abandoned at the subject site were identified in the SBCFD file search. In both instances the containers and spilled oil were cleaned up and removed from the subject site by the SBCFD (Appendix F). The subject site was researched by using the State Water Resources Control Board (SWRCB) online database Geotracker and the Department of Toxic Substances Control (DTSC) online database Envirostor. Records were not found for the subject site. Copies of records requests and responses are provided in Appendix F. 4.2.5 Radon The California Department of Health Services (CDPH) and the USEPA both recommend a threshold of 4 picocuries per liter (pCi/L) above which certain precautions be taken to mitigate radon buildup in structures. The California Department of Health Services maintains a database of indoor radon levels that are sorted by zip code. According to the most recent update prepared on May 4, 2010 states that 16 tests have been completed within the subject site’s zip code (92336) no tests exceeded 4pCi/L. Therefore, the potential for elevated radon levels at the subject site appears to be low. Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 14 - 4.2.6 Other Reports No previous environmental or geotechnical reports concerning the subject site were available for review. 4.3 Historical Use Information on the Property Leighton and Associates reviewed selected historical information on the subject site. These references were reviewed for evidence of activities, which would suggest the presence of hazardous substances at the subject site and to evaluate the potential for the subject site to be impacted by offsite sources of contamination. 4.3.1 Aerial Photographs Historical aerial photographs were reviewed for information regarding past subject site uses. Aerial photographs dated 1938, 1948, 1953, 1959, 1966, 1977, 1985, 1990, 1994, 2005, 2009, 2010 and 2012 were reviewed. References are provided in Appendix A and copies of the aerial photographs are included in Appendix G. Features observed on each aerial photograph are summarized below, arranged from the oldest to most recent photograph. In the 1938 aerial photograph, the subject site appears to be vacant, undeveloped land. Two large meandering streams are visible flowing across the subject site from north to south. The two streams flow into each other near the southern third of the subject site. The two streams continue as a single stream south flowing offsite. Several small dirt roads or trails criss-cross the subject site. To the north the subject site is bordered by a narrow dirt road. Adjacent to the north of the dirt road the land is developed for agriculture or is vacant. To the east, the subject site is bordered by a narrow dirt road. Adjacent to the east of the road the land is developed for agriculture. To the south, the subject site is bordered by railroad tracks. Adjacent to the south of the railroad tracks the land is undeveloped. To the west, the land appears to be developed for agriculture. A cluster of approximately eight small structures is visible adjacent to the northwest of the subject site. Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 15 - In the 1948 aerial photograph, the subject site and adjacent properties do not appear to have changed significantly with the exception of a round area of disturbance visible on the northwestern boundary of the subject site. The feature is identified as the Etiwanda Disposal Site and is located to the west of East Etiwanda Creek. Additional small dirt roads and trails are visible south of this feature. East Etiwanda Creek appears to have been channelized north of the subject site. In the 1953 aerial photograph, the subject site and adjacent properties do not appear to have changed significantly with the exception of a large U- shaped road that occupies the northwestern quarter of the subject site. East Etiwanda Creek appears to be channelized to the south of the subject site. In the 1959 aerial photograph, a large area of disturbance is visible occupying the western half of the subject site south of the Etiwanda Disposal Site to the north. Two large berms are visible on the southern portion of the subject site on either side of the stream channel. In the 1966 aerial photograph, the subject site appears much as it did in the 1948 aerial photograph. The disturbance visible in the 1959 aerial photograph is subdued. The berms on either side of the stream channel are visible. The surrounding properties do not appear to have changed significantly. The agricultural properties to the north appear to have gone fallow and are inactive In the 1977 aerial photograph, Interstate 15 borders the subject site to the northwest. Victoria Street passes through the subject site to the north with a bridge crossing at East Etiwanda Creek on the north portion of the subject site. The Etiwanda Disposal Site is no longer visible. The surrounding properties to the east, south, and west appear undeveloped. Two large flood control channels appear to have been constructed on the central and eastern portions of the subject site. The channel heads south across the center of the subject site and a second channel sweeps to the east and exits the subject site near the eastern boundary. Several sinuous roads or trails are present on the eastern portion of the subject site. Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 16 - In the 1985 aerial photograph, the subject site and surrounding properties do not appear to have changed significantly. An increase in sinuous roads and trails is visible on the subject site. In the 1990 aerial photograph, the drainage channel under construction in the 1977 and 1985 aerial photographs appears to be complete. The subject site appears to be vacant and undeveloped. The properties adjacent to the north and east appear to be vacant and undeveloped. The property adjacent to the south across the Pacific Electric Railroad track appears to be in the process of being developed for residential use. The property adjacent to the west appears vacant and undeveloped. In the 2009, 2010, and 2012 aerial photographs, the subject site does not appear to have changed significantly. The residences that were under construction south of the subject site in the 1990 aerial photograph appear to have been completed. Two commercial structures are visible adjacent to the north of the subject site across Victoria Street. 4.3.2 Historical Topographic Maps Historical topographic maps were reviewed to obtain information regarding past site uses. Topographic map coverage of the site included United States Geological Survey (USGS) San Bernardino 15-minute quadrangle (1901), Southern California Sheet 1 60-minute quadrangle (1901), Cucamonga 15-minute quadrangle (1903), Guasti 7.5-minute quadrangle (1941, 1953, 1966, 1973, and 1981), Cucamonga Peak 7.5-minute quadrangle (1953, 1966, 1973, 1980, 1988, and 1996), Fontana 7.5- minute quadrangle (1943, 1953, 1967, 1973, and 1980), Devore 7.5- minute quadrangle (1941, 1954, 1966, 1980, 1988, and 1996), Cucamonga 15-minute quadrangle (1944), Ontario 15-minute quadrangle (1954 and 1976), and the San Bernardino 15-minute quadrangle (1942, 1954, and 1975). References are provided in Appendix A and copies of the maps have been provided in Appendix G. The scale of the 1901 California Sheet 1 topographic map made it difficult to identify the subject site and adjacent properties features; however, it appeared that the subject site was vacant. Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 17 - 1901/1903 San Bernardino and Cucamonga: Structures, tanks, or wells were not depicted on the subject site. Two small structures are depicted on the land adjacent to the west of the subject site. 1941/1943 Guasti, Fontana, and Devore: Structures, tanks, or wells were not depicted on the subject site. Approximately 12 small structures are depicted on the land adjacent to the west of the subject site. The Pacific Electric Railroad is depicted adjacent to the south of the subject site. The surrounding land is depicted as primarily vacant with a few scattered small structures. 1942/1944 San Bernardino and Cucamonga: Structures, tanks, or wells were not depicted on the subject site. Two streams are depicted crossing the subject site from north to south. A small dirt road is depicted bordering the subject site to the north. The properties adjacent to the north, east, and west are depicted as vacant with a few small structures. The property adjacent to the south across the Pacific Electric Railroad track is depicted as developed for agriculture. 1953/1954 Cucamonga Peak, Guasti, Fontana, and Devore: The subject site is depicted as vacant land. East Etiwanda Creek is depicted as flowing across the middle of the subject site from north to south. North of the subject site, East Etiwanda Creek is depicted as being confined between levees. The properties adjacent to the east and south are depicted as developed for agriculture. 1954 Ontario and San Bernardino: Significant changes were not depicted on the subject site. 1966/1967 Cucamonga Peak, Guasti, Fontana, and Devore: Significant changes were not depicted on the subject site. 1973 Cucamonga Peak, Guasti, and Fontana: Significant changes were not depicted on the subject site. 1975/1976 Ontario and San Bernardino: East Etiwanda Creek is depicted as flowing straight south across the subject site. Another channel is depicted as branching off of East Etiwanda Creek to the Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 18 - southeast and crossing the eastern subject site boundary. Interstate 15 is depicted as bordering the northwestern boundary of the subject site. 1980/1981 Cucamonga Peak, Guasti, Fontana, and Devore: Significant changes were not observed on the subject site or surrounding properties. A large detention basis is depicted north of Interstate 15. Victoria Street is depicted as being complete along the northern boundary of the subject site. 1988 Cucamonga Peak and Devore: Significant changes were not observed on the subject site or surrounding properties. 1996 Cucamonga Peak and Devore: Significant changes were not observed on the subject site or surrounding properties. 4.3.3 Fire Insurance Maps Fire insurance maps, or Sanborn® maps, are detailed city plans showing building footprints, construction details, use of structure, street address, etc. The maps were designed to assist fire insurance agents in determining the degree of hazard associated with a particular property. Sanborn Maps were produced from approximately 1867 to the present for commercial, industrial, and residential sections of approximately 12,000 cities and towns in the United States. No Sanborn map coverage was found for the subject site. 4.3.4 Building Department, Zoning and/or Land Use Records On November 15, 2014, Leighton and Associates reviewed building permit records for the subject site with the City of Fontana. No records were found for the subject site. 4.3.5 Historical City Directories Historical City Directories were reviewed for information regarding past subject site use. City directories were reviewed from 1922 to 2013. A copy of the city directory report is included in Appendix G. Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 19 - No addresses for the subject site or surrounding properties were found in the city directory search. 4.3.6 Summary of Historical Land Use Based on historical records, land usage for the subject site is summarized as follows: Time Period Land Usage Reference Prior to 1901 Unknown None Approximately 1901 to approximately 1948 Vacant, undeveloped land East Etiwanda Creek Topographic Maps Approximately 1948 to approximately 1966 Vacant land a land fill, and East Etiwanda Creekt Aerial Photographs and Topographic Maps Records Review Approximately 1966 to approximately present Vacant land and flood control channels of East Etiwanda Creek Aerial Photographs, Topographic Maps, and Site Reconniassance Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 20 - 5.0 SITE RECONNAISSANCE 5.1 Methodology and Limiting Conditions On November 12, 2014, representatives of Leighton and Associates conducted a reconnaissance–level assessment of the subject site. The site reconnaissance consisted of observing and documenting existing conditions of the subject site and nature of the neighboring development. Photographs of the subject site are presented in Appendix B and their view directions are noted on Figure 2. Items noted during the property reconnaissance are also depicted on Figure 2. 5.2 General Property Setting The subject site consists of vacant land with heavy brush on the southeastern and central portions of the subject site. A concrete lined channel containing East Etiwanda Creek is present crossing the middle of the subject site from north to south. Two asphalt paved access roads are present paralleling the channel and chain-link fences are present along the length of the channel and access roads on both sides of the channel. An unlined, southeast-trending flood control channel is present on the east side of the subject site. The flood control channel appears to have diverted floodwater flows from the north, to the southeast across and off the subject site. Graded dirt roads are present on either side of the concrete channel. Two graded dirt roads are also present on the northeastern portion of the subject site. Graded dirt roads are also present along the boundaries of the subject site. To the north the subject site is bordered by Victoria Street. North of Victoria Street the land is occupied by a California Highway Patrol station and Interstate 15. A California Department of Transportation office is present northeast of the subject site. The land adjacent to the east of the subject site is vacant. To the south the subject site is bordered by the Pacific Electric Trail (PET). South of the PET, the land is developed for residential use. The land adjacent to the west of the subject site is vacant. Interstate 15 borders the subject site to the northwest. 5.3 Exterior and Interior Observations 5.3.1 Hazardous Substances, Drums, and Other Chemical Containers Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 21 - Hazardous or regulated substance containers were not observed on the subject site. 5.3.2 Storage Tanks Evidence of underground storage tanks (USTs) were not observed on the subject site. 5.3.3 Polychlorinated Biphenyls (PCBs) PCBs were once used as industrial chemicals whose high stability contributed to both their commercial usefulness and their long-term deleterious environmental and health effects. PCBs can be present in coolants or lubricating oils used in older electrical transformers, hydraulic systems, and other similar equipment. In 1979, the USEPA generally prohibited the domestic manufacture of PCBs in electrical capacitors, electrical transformers, vacuum pumps, hydraulic pumps, and gas turbines. Evidence of PCBs was not observed onsite. 5.3.4 Waste Disposal Evidence of waste disposal was not observed at the subject site. However, during the accompanying geotechnical investigation domestic waste and discarded tires were encountered in two investigational trenches. 5.3.5 Dumping Two soil piles were observed on the subject site. The larger soil pile was located east of the concrete channel on the southern portion of the subject site. The pile appeared to consist of soils derived from the subject site. No staining or debris were identified in the soil pile (Figure 2) (Appendix B). The second soil pile was located near the center of the subject site west of the concrete channel. The second pile was smaller and consisted of soil, crushed concrete and bricks (Figure 2) (Appendix B). No staining or other debris were observed in the soil pile. Several small piles of construction debris were observed on the northeastern portion of the subject site (Figure 2) (Appendix B). Two Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 22 - discarded tires were observed at two locations on the southeastern portion of the subject site. During a concurrent geotechnical investigation of the subject site two areas of buried possibly burned trash where identified on the west side of the subject site (Figure 2). The buried trash extended from just below the surface to a depth greater than eight feet below ground surface. The excavated materials consisted of glass and metal debris and dark colored soil that appeared to contain soot. 5.3.6 Pits, Ponds, Lagoons, Septic Systems, Wastewater, Drains, Cisterns, and Sumps Evidence of pits, ponds, lagoons, septic systems, wastewater, drains, sumps, and cisterns was not observed at the subject site. A large, unlined, flood control channel was observed on the east side of the subject site. The flood control channel was dry at the time of the site reconnaissance. 5.3.7 Pesticide Use Evidence of pesticide use was not observed at the subject site. 5.3.8 Staining, Discolored Soils, Corrosion Staining, discolored soils, and corrosion were not observed on the subject site. 5.3.9 Stressed Vegetation Stressed vegetation was not observed on the subject site. 5.3.10 Unusual Odors Unusual odors were not detected at the subject site. 5.3.11 Onsite Wells Evidence of wells was not observed on the subject site. Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 23 - 6.0 INTERVIEWS Leighton and Associates conducted interviews with persons having knowledge of current or past subject site usage. Interviews were conducted either orally or in the form of a written questionnaire. Written responses are included as Appendix C. 6.1 Interview with Owner On November 11, 2014, Stratham Homes, Inc. forwarded a copy of the Phase I ESA Owner/Site Contact Interview Form to Ms. Jennifer Goodell, Real Property Agent for the County of San Bernardino, on behalf of Leighton and Associates. On December 1, 2014, Leighton and Associates received a response from Mr. Kevin Blakeslee, Deputy Director of the San Bernardino County Flood Control District. Mr. Blakeslee completed the Phase I ESA Owner/Site Contact Interview Form and returned it to Leighton and Associates. Mr. Blakeslee indicated that the address of the subject site is 13801 Victoria Street, Fontana, California. Mr. Blakeslee Stated that the subject site was previously owned by the Padre Vineyard Company and that the land may have been used as a vineyard in the past. Mr. Blakeslee did not know if USTs or septic systems were located on the subject site. Mr. Blakeslee stated that he was unaware of previous environmental reports, correspondence with government officials concerning the subject site, previous environmental liens, past litigation, prior notices of violation of environmental regulations, or previous environmental issues at the subject site or on surrounding properties. Mr. Blakeslee stated that he was aware of a landfill that had been present north of the subject site in the vicinity of Victoria Street and that it appeared that the landfill had been removed at the time of the construction of Interstate 15. 6.2 Interview with Property/Property Manager The property is unoccupied; therefore a property manager was not available to interview. 6.3 Interviews with Occupants The property is unoccupied; therefore occupants were not available to interview. Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 24 - 6.4 Interviews with Local Government Officials On December 4, 2014, a representative of Leighton and Associates attended a meeting with representatives of the San Bernardino County Department of Environmental Health; San Bernardino County Public Works, Flood Control District; and San Bernardino County Public Works, Solid Waste Management Division and reviewed files concerning the subject property and the disposition of the Etiwanda Disposal Site. During the meeting Kevin Blakeslee of the San Bernardino County Flood Control district stated that during his review of California Department of Transportation records for the portion of Interstate 15 adjacent to the subject site that no records were found stating what was done, if anything, with the material contained in the Etiwanda Disposal Site landfill. Similarly, no records were found with San Bernardino County Public Works regarding the disposition of the landfill materials that would have been encountered during the construction of Victoria Street. Several letters concerning the Etiwanda Disposal Site were included in the file reviewed by Leighton and Associates. The earliest letter dated January 29, 1948, was addressed to the San Bernardino County Board of Supervisors from the San Bernardino County Health Department requesting that the Board of Supervisors deny an application by M.H. Moore for a dump site located “at a point approximately ½ mile north of Highland Avenue, and one-fourth mile west of the Day Creek Flood Channel.” The area described is northwest of the subject site (Appendix F). Two other photocopies of hand written documents were also contained in the file however these were illegible and are not discussed below. A San Bernardino County Flood Control District inter-office memo dated November 12, 1952, describes the proposed Etiwanda Dump consisting of separate basins for combustible materials, oil, and salvageable materials. According to the memo, the basins, in addition to receiving refuse were also intended to receive floodwaters (Appendix F). A letter dated November 16, 1955, from the Director of Sanitation to B.D. Alvarado authorizes Mr. Alvarado to assume the duties of caretaker of the Etiwanda dump and that burning of combustible materials at the dump would be under the control and direction of the State Division of Forestry. The letter also gave Mr. Alvarado salvage rights to anything left at the dump (Appendix F). A letter dated October 30, 1956 from Mr. Robert Hickcox to Mr. Daniel Mikesell, San Bernardino County supervisor requests that the Etiwanda Dump be moved Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 25 - onto some other location on property owned by the San Bernardino County Flood Control District” (Appendix F). According to Mr. Hickcox, the presence of the dump was depressing property values and he requested that it be moved to a site in Section 21, 27, or 28 of Township 1 North, Range 6 West (Appendix F). An undated letter from J.R Hiller, Rubbish Disposal Superintendent and M.A. Nicholas, Road Commissioner grants authority to act as caretaker of the Etiwanda Dump as well as salvage rights to Mr. Bernardino Alvarado (Appendix F). An inter-office memo dated January 30, 1961, from W.W. Skinner, County Fire Warden to John Hiller, Rubbish Disposal Superintendent states that a burning permit (#D-7436) was issued to cover operations at all county dumps. The attached permit lists the Etiwanda Dump as one of the dumps authorized for burning. The permit was valid from January 1, 1961 through December 31, 1961. The 1961 burn permit is the last historical record available until 1999 (Appendix F). A site identification form provided by the San Bernardino County Environmental Health Department stated that illegally dumped trash was encountered by a Yeager Construction crew in 1999 while performing modification work on Interstate 15. The form stated that Yeager buried the trash with surplus soil excavated during the construction activities. The form did not state the exact location of the trash identified by Yeager (Appendix F). 6.5 Interviews with Others Leighton and Associates did not conduct additional interviews for this Phase I ESA with the exception of the User interview discussed in Section 3. Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 26 - 7 .0 FINDINGS Leighton and Associates performed a Phase I ESA for the property located at 13801 Victoria Street, APN 0228-091-07, City of Fontana, San Bernardino County, California (Figure 1) in accordance with Stratham Homes, Inc. (Client) authorization. 7.1 Onsite Historically, the subject site has been undeveloped vacant land; the northern portion of the subject site was formerly used as a landfill (Etiwanda Disposal Site). A large flood control channel was constructed on the subject site between 1966 and 1977. The flood control channel was modified and updated between 1977 and 1985. The subject site is bounded on the north by Victoria Street, on the northwest by Interstate 15, on the west by vacant land, on the south by the Pacific Electric Trail, and on the east by vacant land. The subject site currently consists of 37.86 acres of vacant land and a concrete-lined flood control channel. The subject site is partially surrounded by a chain-link fence with access on the northwest side of the subject site. No current or historical structures were identified on the subject site with the exception of the flood control channel. A search of selected government databases was conducted by Leighton and Associates using the EDR Radius Report environmental database report system. Details of the database search along with descriptions of each database researched are provided in the EDR report. The report meets the government records search requirements of ASTM E1527-13 Standard Practice for Environmental Property Assessments: Phase I Environmental Property Assessment Process. The database listings were reviewed within the specified radii established by the ASTM E1527-13. The subject site was identified in the EDR report on the Solid Waste Information System (SWIS) database. The SWIS database tracks solid waste disposal sites and landfills. The subject site is the location of the Etiwanda Disposal Site, operated by the San Bernardino County Flood Control District. According to the database information, the Etiwanda Disposal Site was used as a solid waste Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 27 - disposal site and predates regulation of solid waste disposal areas and landfills. The landfill predates the existence of Interstate 15 and Victoria Street, both of which cross the location of the landfill. No records identifying the current disposition or location of the landfill materials or if the materials were moved during construction of Interstate 15 or Victoria Street exist. The facility is currently closed and inspected biennially. During a concurrent geotechnical investigation of the subject site, two areas of buried possibly burned trash where identified on the west side of the subject site (Figure 2). The buried trash extended from just below the surface to a depth greater than eight feet below ground surface. The excavated materials consisted of glass and metal debris and dark colored soil that appeared to contain soot. 7.2 Offsite Historically, the adjacent properties were vacant, or developed for agriculture. Currently, a California Highway Patrol office and a California Department of Transportation materials testing laboratory border the subject site to the north across Victoria Street. The properties bordering the subject site to the east and west are undeveloped. Interstate 15 borders the subject site to the northwest, and residential properties border the subject site south of the Pacific Electric Trail. Surrounding properties with environmental concern were not identified on the EDR report. 7.3 Data Gaps Data gaps were identified by Leighton and Associates: • Historical records prior to 1901 were not available. • Leighton and Associates has not received a response to our inquiry from the SBCFD. • No records describing the disposition of the landfill materials at the Etiwanda disposal exist for the years during or following the construction of Interstate 15 and Victoria Street. Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 28 - It is Leighton and Associates’ opinion that the lack of records prior to 1901 and the lack of response from the SBCFD are not significant to identifying RECs associated with the subject site. The lack of records describing the disposition of landfill materials during the construction of Interstate 15 and Victoria Street are significant to identifying RECs associated with the subject site. Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 29 - 8 .0 OPINION 8.1 Onsite The subject site is vacant, undeveloped land. A former landfill was identified on the northwestern portion of the subject site and buried trash and construction debris were identified in two locations on the subject site. The presence of the former landfill, and the quantities of buried household trash, and construction debris identified on the west side of the subject site constitute a REC. While small quantities of construction debris were identified on the eastern portion of the subject site, the volume encountered does not constitute a REC. No CRECs or HRECs were identified for the subject site. 8.2 Offsite No offsite properties were identified that would negatively impact the subject site. Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 30 - 9 .0 CONCLUSIONS We have performed a Phase I ESA in conformance with the scope and limitations of ASTM E1527-13 for the property located at 13801 Victoria Street, APN 0228-091-07, City of Fontana, San Bernardino County, California, the subject site. Any exceptions to, or deletions from, this practice are described in Section 1.5 of this report. This assessment has revealed no evidence of HRECs of CRECs in connection with the subject site. The following RECs were identified:  An unregulated former landfill is located on the northwestern boundary of the subject site. The landfill is currently subject to biannual inspection by the San Bernardino County Department of Environmental Health Services.  During a concurrent geotechnical investigation of the subject site two areas of buried possibly burned trash, waste tires, and construction debris where identified on the west side of the subject site. The buried trash extended from just below the surface to a depth greater than eight feet below ground surface. The excavated materials consisted of glass and metal debris and dark colored soil that appeared to contain soot. Leighton and Associates recommends the following:  A limited phase II environmental site assessment, soil sampling, and geophysical survey of the on-site portion of the landfill and the two locations where buried trash and construction debris were encountered during the geotechnical investigation. In general, observations should be made during future development for areas of possible contamination such as, but not limited to, the presence of underground facilities, buried debris, waste drums, and tanks, stained soil or odorous soils. Should such materials be encountered, further investigation and analysis may be necessary at that time. Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 31 - 10 .0 DEVIATIONS Leighton and Associates did not deviate from or alter the scope of work, as defined in Section 1.3 of this report. Significant data gaps were not identified that affect the ability of Leighton and Associates to identify recognized environmental conditions at the subject site. Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 32 - 11 .0 ADDITIONAL SERVICES Leighton and Associates performed a geotechnical investigation of the subject site concurrently with our Phase I ESA. No other additional services were performed at the subject site. Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 - 33 - 12 .0 QUALIFICATIONS OF ENVIRONMENTAL PROFESSIONALS 12.1 Corporate Leighton and Associates is a California corporation, providing geotechnical and environmental consulting services throughout California. We are solely a consulting firm without interests in real property other than our offices in Southern California. We provide professional environmental consulting services including application of science and engineering to environmental compliance, hazardous materials/waste assessment and cleanup, and management of hazardous, solid and industrial waste. Phase I Environmental Site Assessments are a part of this practice area and have been conducted by us. 12.2 Individual The qualifications of the Project Manager and the other Leighton and Associates environmental professionals involved in this Phase I ESA meet the Leighton and Associates corporate requirements for performing Phase I ESAs as specified by ASTM E1527-13. 12.3 Environmental Professional Statement I declare that, to the best of my professional knowledge and belief, I meet the definition of Environmental Professional as defined by §312.10 of 40 CFR Part 312. I have the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the subject site. I have developed and performed all the appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312. _____________________________ Richard L. Orr, PG 7199 Associate Geologist Copyright:© 2013 National Geographic Society, i-cubed, Esri, HERE,DeLorme, MapmyIndia, © OpenStreetMap contributors ³0 2,000 4,000 Feet Figure 1 Scale: Leighton Base Map: ESRI ArcGIS Online 2014Thematic Information: Leighton 1 " = 2,000 ' Project: 10875.002 Eng/Geol: RLO Map Saved as V:\drafting\10875\002\Maps\10875-002_F01_SLM_2014-11-17.mxd on 11/17/2014 3:47:04 PM Author: Leighton Geomatics (cgiovando) Date: December 2014 SITE LOCATION MAPStratham VictoriaSouth of Victoria Street and East of Interstate 15Fontana, California ApproximateSite Boundary F F F F FF F FF FFF F F FF FF F F F F F F F F F F F F 13892 Victoria StCalTrans13850 Victoria StCHP ConcreteDebris MasonryDebris CeramicTile MasonryDebris Drywall Drywall Soil Pile Soil PileGeotechnicalTest Pit GeotechnicalTest Pit 1 18 19 20 21 22 23 2425 262 3 4 5 9 8 11 10 13 12 7 6 1530 16 17 28 27 29 14 Source: Esri, DigitalGlobe, GeoEye, i-cubed, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community Map Saved as V:\drafting\10875\002\Maps\10875-002_F02_SP_2014-12-02.mxd on 12/3/2014 12:15:32 PM SITE PLANStratham Victoria Street DevelopmentSoutheast of Victoria Street and Interstate 15Fontana, California Figure 2 Leighton Legend Approximate Site Boundary F Photo Location and Direction ³0 200 400 Feet Scale: Base Map: ESRI ArcGIS Online 2014Thematic Information: Leighton 1 " = 200 ' Project: 10875.002 Eng/Geol: RLO Author: Leighton Geomatics (cgiovando) Date: December 2014 Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 Appendix A References Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 A-1 APPENDIX A References ASTM International, 2013, Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process, Designation E1527-13, dated November 6, 2013. California Department of Conservation, Division of Oil, Gas, and Geothermal Resources, DOGGR Well Finder, Accessed November 15, 2014. California Department of Health Services, California Indoor Radon Sorted by Zip Code, Updated May 4, 2010. California Department of Water Resources, Bulletin 118 (Update 2003), http://www.water.ca.gov/groundwater/bulletin118/bulletin118update2003.cfm. Department of Toxic Substances Control, Envirostor Online Database, Accessed November 15, 2014. Environmental Data Resources, Inc., Certified Sanborn Map Report, November 10, 2014. Environmental Data Resources, Inc., The EDR Radius Map Report with GeoCheck, November 13, 2014. Environmental Data Resources, Inc., EDR Historical Topographic Map Report, November 11, 2014. Environmental Data Resources, Inc., The EDR Aerial Photo Decade Package, November 11, 2014. Environmental Data Resources, Inc., The EDR City Directory Image Report, November 11, 2014. National Pipeline Management System, www.npms.phmsa.dot.gov/ , Accessed November 15, 2014. NETR, 2014, The NETR Environmental Lien Search Report 13801 Victoria Street, Fontana, California, Project Number L14-02434, Dated November 13, 2014. NETR, 1948, NETR Aerial Photograph, 13801 Victoria Street, Fontana, California. NETR, 1959, NETR Aerial Photograph, 13801 Victoria Street, Fontana, California. State Water Resources Control Board, Geotracker Online Database, Accessed November 15, 2014. Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 Appendix B Site Reconnaissance Photos 10875.002 Victoria Street, Fontana, California SITE PHOTOS PHOTO NO. 1: North end of the subject site east of the flood control channel, view looking south. PHOTO NO. 2: Eastern side of the subject site, view looking east. 10875.002 Victoria Street, Fontana, California SITE PHOTOS PHOTO NO. 3: East side of the subject site. View looking south. PHOTO NO. 4: East side of the subject site. View looking southeast. 10875.002 Victoria Street, Fontana, California SITE PHOTOS PHOTO NO. 5: View looking across the flood control channel near the center of the subject site. View looking southwest. PHOTO NO. 6: View of a large soil pile on the southeast side of the subject site. View looking northeast. 10875.002 Victoria Street, Fontana, California SITE PHOTOS PHOTO NO. 7: View of a large soil pile on the southeast side of the subject site. View looking northeast. PHOTO NO. 8: Trails on the southeastern portion of the subject site. View looking southeast. 10875.002 Victoria Street, Fontana, California SITE PHOTOS PHOTO NO. 9: View of the northeast end of the soil pile, view looking southwest. PHOTO NO. 10: View looking across the subject site from southeast to northwest. 10875.002 Victoria Street, Fontana, California SITE PHOTOS PHOTO NO. 11: Household debris in the western flood control channel. View looking northwest. PHOTO NO. 12: View along the southern boundary of the subject site. View looking west. 10875.002 Victoria Street, Fontana, California SITE PHOTOS PHOTO NO. 13: View across the eastern side of the subject site. View looking north. PHOTO NO. 14: View of the flood control channel near the center of the subject property. View looking north. 10875.002 Victoria Street, Fontana, California SITE PHOTOS PHOTO NO. 15: View of a small soil pile on the southwest side of the subject site. View looking southwest. PHOTO NO. 16: Large rock pile on the west side of the subject adjacent to the flood control channel. View looking north. 10875.002 Victoria Street, Fontana, California SITE PHOTOS PHOTO NO. 17: View across the west side of the subject site, view looking west. PHOTO NO. 18: View looking south across the east side of the subject. 10875.002 Victoria Street, Fontana, California SITE PHOTOS PHOTO NO. 19: View looking east across the northeastern portion of the subject site. PHOTO NO. 20: Construction debris on the east side of the subject site. View looking south. 10875.002 Victoria Street, Fontana, California SITE PHOTOS PHOTO NO. 21: Masonry debris on the east side of the subject site. View looking southwest. PHOTO NO. 22: View south along the eastern property boundary. 10875.002 Victoria Street, Fontana, California SITE PHOTOS PHOTO NO. 23: View looking southwest across the east side of the subject site. PHOTO NO. 24: View looking west across the subject site. 10875.002 Victoria Street, Fontana, California SITE PHOTOS PHOTO NO. 25: View looking north across the eastern portion of the subject site. PHOTO NO. 26: View looking east along a dirt road on the northeastern portion of the subject site. 10875.002 Victoria Street, Fontana, California SITE PHOTOS PHOTO NO. 27: View looking southeast along the western boundary of the subject site. PHOTO NO. 28: View south along the eastern property boundary. 10875.002 Victoria Street, Fontana, California SITE PHOTOS PHOTO NO. 29: Geotechnical test pit containing burn ash, glass, and metallic debris. View looking southeast. PHOTO NO. 30: Geotechnical test pit containing construction debris and a waste tire. View looking southeast. Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 Appendix C Phase I Owner and User Questionnaires and Client Supplied Documentation CLTA Preliminary Report Form Order Number: NHSC-4746312 (50) (Rev. 11/06) Page Number: 1 First American Title "Amended" First American Title Company 1250 Corona Pointe Court, Ste 201 Corona, CA 92879 City of Fontana 13801 Victoria St Fontana, CA Customer Reference: APN 0228-091-07 Order Number: NHSC-4746312 (50) Title Officer: Steven Clark Phone: (951)256-5878 Fax No.: (714)824-5971 E-Mail: sclark@firstam.com Buyer: Owner: City of Fontana Property: 13801 Victoria St Fontana, CA PRELIMINARY REPORT In response to the above referenced application for a policy of title insurance, this company hereby reports that it is prepared to issue, or cause to be issued, as of the date hereof, a Policy or Policies of Title Insurance describing the land and the estate or interest therein hereinafter set forth, insuring against loss which may be sustained by reason of any defect, lien or encumbrance not shown or referred to as an Exception below or not excluded from coverage pursuant to the printed Schedules, Conditions and Stipulations of said Policy forms. The printed Exceptions and Exclusions from the coverage and Limitations on Covered Risks of said policy or policies are set forth in Exhibit A attached. The policy to be issued may contain an arbitration clause. When the Amount of Insurance is less than that set forth in the arbitration clause, all arbitrable matters shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. Limitations on Covered Risks applicable to the CLTA and ALTA Homeowner’s Policies of Title Insurance which establish a Deductible Amount and a Maximum Dollar Limit of Liability for certain coverages are also set forth in Exhibit A. Copies of the policy forms should be read. They are available from the office which issued this report. Please read the exceptions shown or referred to below and the exceptions and exclusions set forth in Exhibit A of this report carefully. The exceptions and exclusions are meant to provide you with notice of matters which are not covered under the terms of the title insurance policy and should be carefully considered. It is important to note that this preliminary report is not a written representation as to the condition of title and may not list all liens, defects, and encumbrances affecting title to the land. Order Number: NHSC-4746312 (50) Page Number: 2 First American Title This report (and any supplements or amendments hereto) is issued solely for the purpose of facilitating the issuance of a policy of title insurance and no liability is assumed hereby. If it is desired that liability be assumed prior to the issuance of a policy of title insurance, a Binder or Commitment should be requested. Order Number: NHSC-4746312 (50) Page Number: 3 First American Title Dated as of October 09, 2014 at 7:30 A.M. The form of Policy of title insurance contemplated by this report is: to be determined A specific request should be made if another form or additional coverage is desired. Title to said estate or interest at the date hereof is vested in: San Bernardino County Flood Control District, a body politic and corporate The estate or interest in the land hereinafter described or referred to covered by this Report is: A fee. The Land referred to herein is described as follows: (See attached Legal Description) At the date hereof exceptions to coverage in addition to the printed Exceptions and Exclusions in said policy form would be as follows: 1. General and special taxes and assessments for the fiscal year 2014-2015 are exempt. 2. The lien of special tax assessed pursuant to Chapter 2.5 commencing with Section 53311 of the California Government Code for Community Facilities District 2, as disclosed by Notice of Special Tax Lien recorded July 2, 1987 as Instrument No. 87-226126 of Official Records. 3. The lien of supplemental taxes, if any, assessed pursuant to Chapter 3.5 commencing with Section 75 of the California Revenue and Taxation Code. 4. Intentionally Deleted 5. Abutter's rights of ingress and egress to or from freeway have been relinquished in the document recorded June 14, 1990 as Instrument No. 90-234201 of Official Records. 6. Rights of the public in and to that portion of the land lying within public road or highway. Order Number: NHSC-4746312 (50) Page Number: 4 First American Title INFORMATIONAL NOTES Note: The policy to be issued may contain an arbitration clause. When the Amount of Insurance is less than the certain dollar amount set forth in any applicable arbitration clause, all arbitrable matters shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. If you desire to review the terms of the policy, including any arbitration clause that may be included, contact the office that issued this Commitment or Report to obtain a sample of the policy jacket for the policy that is to be issued in connection with your transaction. The map attached, if any, may or may not be a survey of the land depicted hereon. First American expressly disclaims any liability for loss or damage which may result from reliance on this map except to the extent coverage for such loss or damage is expressly provided by the terms and provisions of the title insurance policy, if any, to which this map is attached. Order Number: NHSC-4746312 (50) Page Number: 5 First American Title First American Title Company 1250 Corona Pointe Court, Ste 201 Corona, CA 92879 (951)256-5880 Fax - (909)476-2401 WIRE INSTRUCTIONS for First American Title Company, Demand/Draft Sub-Escrow Deposits Riverside County, California First American Trust, FSB 5 First American Way Santa Ana, CA 92707 Banking Services: (877) 600-9473 ABA 122241255 Credit to First American Title Company Account No. 3097840000 Reference Title Order Number 4746312 and Title Officer Steven Clark Please wire the day before recording. Order Number: NHSC-4746312 (50) Page Number: 6 First American Title LEGAL DESCRIPTION Real property in the City of Fontana, County of San Bernardino, State of California, described as follows: ALL THAT PORTION OF THE WEST ONE-HALF OF THE SOUTHWEST ONE-QUARTER OF SECTION 34, TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.B.& M. , IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, LYING NORTH OF THE PACIFIC ELECRICAL RAILWAY RIGHT OF WAY. EXCEPTING THEREFROM THAT PORTION CONVEYED TO THE STATE OF CALIFORNIA IN GRANT DEED RECORDED JUNE 14, 1990 AS INSTRUMENT NO. 90-234201, OF OFFICIAL RECORDS. EXCEPTING THEREFROM THAT PORTION CONVEYED TO THE STATE OF CALIFORNIA IN GRANT DEED RECORDED July 17, 2007 AS INSTRUMENT NO. 2007-0420465, OF OFFICIAL RECORDS. APN: 0228-091-07 Order Number: NHSC-4746312 (50) Page Number: 7 First American Title Order Number: NHSC-4746312 (50) Page Number: 8 First American Title NOTICE Section 12413.1 of the California Insurance Code, effective January 1, 1990, requires that any title insurance company, underwritten title company, or controlled escrow company handling funds in an escrow or sub-escrow capacity, wait a specified number of days after depositing funds, before recording any documents in connection with the transaction or disbursing funds. This statute allows for funds deposited by wire transfer to be disbursed the same day as deposit. In the case of cashier's checks or certified checks, funds may be disbursed the next day after deposit. In order to avoid unnecessary delays of three to seven days, or more, please use wire transfer, cashier's checks, or certified checks whenever possible. Order Number: NHSC-4746312 (50) Page Number: 9 First American Title EXHIBIT A LIST OF PRINTED EXCEPTIONS AND EXCLUSIONS (BY POLICY TYPE) CLTA/ALTA HOMEOWNER'S POLICY OF TITLE INSURANCE (02-03-10) EXCLUSIONS In addition to the Exceptions in Schedule B, You are not insured against loss, costs, attorneys' fees, and expenses resulting from: 1. Governmental police power, and the existence or violation of those portions of any law or government regulation concerning: (a) building; (d) improvements on the Land; (b) zoning; (e) land division; and (c) land use; (f) environmental protection. This Exclusion does not limit the coverage described in Covered Risk 8.a., 14, 15, 16, 18, 19, 20, 23 or 27. 2. The failure of Your existing structures, or any part of them, to be constructed in accordance with applicable building codes. This Exclusion does not limit the coverage described in Covered Risk 14 or 15. 3. The right to take the Land by condemning it. This Exclusion does not limit the coverage described in Covered Risk 17. 4. Risks: (a) that are created, allowed, or agreed to by You, whether or not they are recorded in the Public Records; (b) that are Known to You at the Policy Date, but not to Us, unless they are recorded in the Public Records at the Policy Date; (c) that result in no loss to You; or (d) that first occur after the Policy Date - this does not limit the coverage described in Covered Risk 7, 8.e., 25, 26, 27 or 28. 5. Failure to pay value for Your Title. 6. Lack of a right: (a) to any land outside the area specifically described and referred to in paragraph 3 of Schedule A; and (b) in streets, alleys, or waterways that touch the Land. This Exclusion does not limit the coverage described in Covered Risk 11 or 21. 7. The transfer of the Title to You is invalid as a preferential transfer or as a fraudulent transfer or conveyance under federal bankruptcy, state insolvency, or similar creditors' rights laws. LIMITATIONS ON COVERED RISKS Your insurance for the following Covered Risks is limited on the Owner's Coverage Statement as follows: For Covered Risk 16, 18, 19, and 21 Your Deductible Amount and Our Maximum Dollar Limit of Liability shown in Schedule A. Your Deductible Amount Our Maximum Dollar Limit of Liability Covered Risk 16: 1% of Policy Amount or $2,500.00 (whichever is less) $10,000.00 Covered Risk 18: 1% of Policy Amount or $5,000.00 (whichever is less) $25,000.00 Covered Risk 19: 1% of Policy Amount or $5,000.00 (whichever is less) $25,000.00 Covered Risk 21: 1% of Policy Amount or $2,500.00 (whichever is less) $5,000.00 ALTA RESIDENTIAL TITLE INSURANCE POLICY (6-1-87) EXCLUSIONS In addition to the Exceptions in Schedule B, you are not insured against loss, costs, attorneys' fees, and expenses resulting from: 1. Governmental police power, and the existence or violation of any law or government regulation. This includes building and zoning ordinances and also laws and regulations concerning: (a) and use (b) improvements on the land (c) and division (d) environmental protection This exclusion does not apply to violations or the enforcement of these matters which appear in the public records at Policy Date. Order Number: NHSC-4746312 (50) Page Number: 10 First American Title This exclusion does not limit the zoning coverage described in Items 12 and 13 of Covered Title Risks. 2. The right to take the land by condemning it, unless: (a) a notice of exercising the right appears in the public records on the Policy Date (b) the taking happened prior to the Policy Date and is binding on you if you bought the land without knowing of the taking 3. Title Risks: (a) that are created, allowed, or agreed to by you (b) that are known to you, but not to us, on the Policy Date -- unless they appeared in the public records (c) that result in no loss to you (d) that first affect your title after the Policy Date -- this does not limit the labor and material lien coverage in Item 8 of Covered Title Risks 4. Failure to pay value for your title. 5. Lack of a right: (a) to any land outside the area specifically described and referred to in Item 3 of Schedule A OR (b) in streets, alleys, or waterways that touch your land This exclusion does not limit the access coverage in Item 5 of Covered Title Risks. 2006 ALTA LOAN POLICY (06-17-06) EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys' fees, or expenses that arise by reason of: 1. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting, or relating to (i) the occupancy, use, or enjoyment of the Land; (ii) the character, dimensions, or location of any improvement erected on the Land; (iii) the subdivision of land; or (iv) environmental protection; or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1(a) does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power. This Exclusion 1(b) does not modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed, or agreed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 11, 13, or 14); or (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage. 4. Unenforceability of the lien of the Insured Mortgage because of the inability or failure of an Insured to comply with applicable doing- business laws of the state where the Land is situated. 5. Invalidity or unenforceability in whole or in part of the lien of the Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage and is based upon usury or any consumer credit protection or truth-in-lending law. 6. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that the transaction creating the lien of the Insured Mortgage, is (a) a fraudulent conveyance or fraudulent transfer, or (b) a preferential transfer for any reason not stated in Covered Risk 13(b) of this policy. 7. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the Insured Mortgage in the Public Records. This Exclusion does not modify or limit the coverage provided under Covered Risk 11(b). The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage, the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage: EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) that arise by reason of: Order Number: NHSC-4746312 (50) Page Number: 11 First American Title 1. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. 2. Any facts, rights, interests, or claims that are not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 3. Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. 4. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by the Public Records. 5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b), or (c) are shown by the Public Records. 6. Any lien or right to a lien for services, labor or material not shown by the public records. 2006 ALTA OWNER'S POLICY (06-17-06) EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys' fees, or expenses that arise by reason of: 1. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting, or relating to (i) the occupancy, use, or enjoyment of the Land; (ii) the character, dimensions, or location of any improvement erected on the Land; (iii) the subdivision of land; or (iv) environmental protection; or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1(a) does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power. This Exclusion 1(b) does not modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed, or agreed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 9 or 10); or (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Title. 4. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that the transaction vesting the Title as shown in Schedule A, is (a) a fraudulent conveyance or fraudulent transfer, or (b) a preferential transfer for any reason not stated in Covered Risk 9 of this policy. 5. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the deed or other instrument of transfer in the Public Records that vests Title as shown in Schedule A. The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage, the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage: EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) that arise by reason of: 1. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. 2. Any facts, rights, interests, or claims that are not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 3. Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. 4. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by the Public Records. 5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b), or (c) are shown by the Public Records. 6. Any lien or right to a lien for services, labor or material not shown by the public records. First American Title ALTA EXPANDED COVERAGE RESIDENTIAL LOAN POLICY (07-26-10) EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys' fees, or expenses that arise by reason of: 1. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting, or relating to (i) the occupancy, use, or enjoyment of the Land; (ii) the character, dimensions, or location of any improvement erected on the Land; (iii) the subdivision of land; or (iv) environmental protection; or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1(a) does not modify or limit the coverage provided under Covered Risk 5, 6, 13(c), 13(d), 14 or 16. (b) Any governmental police power. This Exclusion 1(b) does not modify or limit the coverage provided under Covered Risk 5, 6, 13(c), 13(d), 14 or 16. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed, or agreed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 11, 16, 17, 18, 19, 20, 21, 22, 23, 24, 27 or 28); or (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage. 4. Unenforceability of the lien of the Insured Mortgage because of the inability or failure of an Insured to comply with applicable doing- business laws of the state where the Land is situated. 5. Invalidity or unenforceability in whole or in part of the lien of the Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage and is based upon usury or any consumer credit protection or truth-in-lending law. This Exclusion does not modify or limit the coverage provided in Covered Risk 26. 6. Any claim of invalidity, unenforceability or lack of priority of the lien of the Insured Mortgage as to Advances or modifications made after the Insured has Knowledge that the vestee shown in Schedule A is no longer the owner of the estate or interest covered by this policy. This Exclusion does not modify or limit the coverage provided in Covered Risk 11. 7. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching subsequent to Date of Policy. This Exclusion does not modify or limit the coverage provided in Covered Risk 11(b) or 25. 8. The failure of the residential structure, or any portion of it, to have been constructed before, on or after Date of Policy in accordance with applicable building codes. This Exclusion does not modify or limit the coverage provided in Covered Risk 5 or 6. 9. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that the transaction creating the lien of the Insured Mortgage, is (a) a fraudulent conveyance or fraudulent transfer, or (b) a preferential transfer for any reason not stated in Covered Risk 27(b) of this policy. Privacy Information We Are Committed to Safeguarding Customer Information In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that you may be concerned about what we will do with such information - particularly any personal or financial information. We agree that you have a right to know how we will utilize the personal information you provide to us. Therefore, together with our subsidiaries we have adopted this Privacy Policy to govern the use and handling of your personal information. Applicability This Privacy Policy governs our use of the information that you provide to us. It does not govern the manner in which we may use information we have obtained from any other source, such as information obtained from a public record or from another person or entity. First American has also adopted broader guidelines that govern our use of personal information regardless of its source. First American calls these guidelines its Fair Information Values. Types of Information Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include: • Information we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means; • Information about your transactions with us, our affiliated companies, or others; and • Information we receive from a consumer reporting agency. Use of Information We request information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will not release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have requested of us; or (2) as permitted by law. We may, however, store such information indefinitely, including the period after which any customer relationship has ceased. Such information may be used for any internal purpose, such as quality control efforts or customer analysis. We may also provide all of the types of nonpublic personal information listed above to one or more of our affiliated companies. Such affiliated companies include financial service providers, such as title insurers, property and casualty insurers, and trust and investment advisory companies, or companies involved in real estate services, such as appraisal companies, home warranty companies and escrow companies. Furthermore, we may also provide all the information we collect, as described above, to companies that perform marketing services on our behalf, on behalf of our affiliated companies or to other financial institutions with whom we or our affiliated companies have joint marketing agreements. Former Customers Even if you are no longer our customer, our Privacy Policy will continue to apply to you. Confidentiality and Security We will use our best efforts to ensure that no unauthorized parties have access to any of your information. We restrict access to nonpublic personal information about you to those individuals and entities who need to know that information to provide products or services to you. We will use our best efforts to train and oversee our employees and agents to ensure that your information will be handled responsibly and in accordance with this Privacy Policy and First American's Fair Information Values. We currently maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. Information Obtained Through Our Web Site First American Financial Corporation is sensitive to privacy issues on the Internet. We believe it is important you know how we treat the information about you we receive on the Internet. In general, you can visit First American or its affiliates’ Web sites on the World Wide Web without telling us who you are or revealing any information about yourself. Our Web servers collect the domain names, not the e-mail addresses, of visitors. This information is aggregated to measure the number of visits, average time spent on the site, pages viewed and similar information. First American uses this information to measure the use of our site and to develop ideas to improve the content of our site. There are times, however, when we may need information from you, such as your name and email address. When information is needed, we will use our best efforts to let you know at the time of collection how we will use the personal information. Usually, the personal information we collect is used only by us to respond to your inquiry, process an order or allow you to access specific account/profile information. If you choose to share any personal information with us, we will only use it in accordance with the policies outlined above. Business Relationships First American Financial Corporation's site and its affiliates' sites may contain links to other Web sites. While we try to link only to sites that share our high standards and respect for privacy, we are not responsible for the content or the privacy practices employed by other sites. Cookies Some of First American's Web sites may make use of "cookie" technology to measure site activity and to customize information to your personal tastes. A cookie is an element of data that a Web site can send to your browser, which may then store the cookie on your hard drive. FirstAm.com uses stored cookies. The goal of this technology is to better serve you when visiting our site, save you time when you are here and to provide you with a more meaningful and productive Web site experience. -------------------------------------------------------------------------------- Fair Information Values Fairness We consider consumer expectations about their privacy in all our businesses. We only offer products and services that assure a favorable balance between consumer benefits and consumer privacy. Public Record We believe that an open public record creates significant value for society, enhances consumer choice and creates consumer opportunity. We actively support an open public record and emphasize its importance and contribution to our economy. Use We believe we should behave responsibly when we use information about a consumer in our business. We will obey the laws governing the collection, use and dissemination of data. Accuracy We will take reasonable steps to help assure the accuracy of the data we collect, use and disseminate. Where possible, we will take reasonable steps to correct inaccurate information. When, as with the public record, we cannot correct inaccurate information, we will take all reasonable steps to assist consumers in identifying the source of the erroneous data so that the consumer can secure the required corrections. Education We endeavor to educate the users of our products and services, our employees and others in our industry about the importance of consumer privacy. We will instruct our employees on our fair information values and on the responsible collection and use of data. We will encourage others in our industry to collect and use information in a responsible manner. Security We will maintain appropriate facilities and systems to protect against unauthorized access to and corruption of the data we maintain. Form 50-PRIVACY (9/1/10) Page 1 of 1 Privacy Information (2001-2010 First American Financial Corporation) Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 Appendix D Environmental Lien Report The NETR Environmental Lien Search Report Thursday, November 13, 2014 Project Number: L14-02434 13801 VICTORIA STREET FONTANA, CALIFORNIA 2055 East Rio Salado Parkway Tempe, Arizona 85281 Telephone: 480-967-6752 Fax: 480-966-9422 ENVIRONMENTAL LIEN REPORT The NETR Environmental LienSearch Report provides results from a search of available current land title records for environmental cleanup liens and other activity and use limitations, such as engineering controls and institutional controls. A network of professional, trained researchers, following established procedures, uses client supplied property information to: search for parcel information and/or legal description; search for ownership information; research official land title documents recorded at jurisdictional agencies such as recorders' office, registries of deed, county clerks' offices, etc.; access a copy of the deed; search for environmental encumbering instrument(s) associated with the deed; provide a copy of any environmental encumbrance(s) based upon a review of key words in the instrument(s) (title, parties involved and description); and provide a copy of the deed or cite documents reviewed; Thank you for your business Please contact NETR at 480-967-6752 with any questions or comments Disclaimer - Copyright and Trademark Notice This report was prepared for the use of Nationwide Environmental Title Research, and Leighton and Associaties, Inc., exclusively. This report is neither a guarantee of title, a commitment to insure, nor a policy of title insurance.NO WARRANTY, EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. Nationwide Environmental Title Research (NETR) specifically disclaims the making of any such warranties, including without limitation, merchantability or fitness for a particular use or purpose. The information contained in this report is retrieved as it is recorded from the various agencies that make it available. The total liability is limited to the fee paid for this report. Copyright 2006 by Nationwide Environmental Title Research. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Nationwide Environmental Title Research, or its affiliates, is prohibited without prior written permission NETR and its logos are trademarks of Nationwide Environmental Title Research or its affiliates. All other trademarks used herein are the property of their respective owners. Page 2 of 3 ENVIRONMENTAL LIEN REPORT The NETR Environmental Lien Search Report is intended to assist in the search for environmental liens filed in land title records. TARGET PROPERTY INFORMATION ADDRESS 13801 Victoria Street Fontana, California RESEARCH SOURCE Source: San Bernardino County Assessor San Bernardino County Recorder DEED INFORMATION Type of Instrument: Grant Deed Grantor: San Bernadino County Flood Control District Grantee: The State of California Deed Dated: 03/14/2007 Deed Recorded: 07/17/2007 Instrument: 2007-0420465 LEGAL DESCRIPTION All that certain piece or parcel of land situated and lying in the West Half of the Southwest Quarter of Section 34, Township 1 North, Range 6 West, in the City of Fontana, San Bernardino County, State of California Assessor's Parcel Number(s): 0228-091-07 ENVIRONMENTAL LIEN Environmental Lien: Found Not Found OTHER ACTIVITY AND USE LIMITATIONS (AULs) Other AULs: Found Not Found Page 3 of 3 Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 Appendix E Environmental Radius Report FORM-LBC-KKT ®kcehCoeG htiw tropeR ™paM suidaR RDE ehT 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com Victoria Property Victoria Street and I-15 Fontana, CA 92336 Inquiry Number: 4130815.2s November 13, 2014 SECTION PAGE Executive Summary ES1 Overview Map 2 Detail Map 3 Map Findings Summary 4 Map Findings 8 Orphan Summary 18 Government Records Searched/Data Currency Tracking GR-1 GEOCHECK ADDENDUM Physical Setting Source Addendum A-1 Physical Setting Source Summary A-2 Physical Setting SSURGO Soil Map A-5 Physical Setting Source Map A-11 Physical Setting Source Map Findings A-13 Physical Setting Source Records Searched PSGR-1 TC4130815.2s Page 1 Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2014 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. TABLE OF CONTENTS EXECUTIVE SUMMARY TC4130815.2s EXECUTIVE SUMMARY 1 A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR). The report was designed to assist parties seeking to meet the search requirements of EPA’s Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E 1527-13) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate. TARGET PROPERTY INFORMATION ADDRESS VICTORIA STREET AND I-15 SAN BERNARDINO County, CA 92336 COORDINATES 34.1266000 - 34˚ 7’ 35.76’’Latitude (North): 117.5048000 - 117˚ 30’ 17.28’’Longitude (West): Zone 11Universal Tranverse Mercator: 453450.8UTM X (Meters): 3776113.5UTM Y (Meters): 1307 ft. above sea levelElevation: USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY 34117-B5 CUCAMONGA PEAK, CATarget Property Map: 1988Most Recent Revision: 34117-B4 DEVORE, CAEast Map: 1988Most Recent Revision: 34117-A4 FONTANA, CASoutheast Map: 1980Most Recent Revision: 34117-A5 GUASTI, CASouth Map: 1981Most Recent Revision: AERIAL PHOTOGRAPHY IN THIS REPORT 20120428, 20120429, 20120519Portions of Photo from: USDASource: TARGET PROPERTY SEARCH RESULTS The target property was not listed in any of the databases searched by EDR. EXECUTIVE SUMMARY TC4130815.2s EXECUTIVE SUMMARY 2 DATABASES WITH NO MAPPED SITES No mapped sites were found in EDR’s search of available ("reasonably ascertainable ") government records either on the target property or within the search radius around the target property for the following databases: STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL National Priority List Proposed NPL Proposed National Priority List Sites NPL LIENS Federal Superfund Liens Federal Delisted NPL site list Delisted NPL National Priority List Deletions Federal CERCLIS list CERCLIS Comprehensive Environmental Response, Compensation, and Liability Information System FEDERAL FACILITY Federal Facility Site Information listing Federal CERCLIS NFRAP site List CERC-NFRAP CERCLIS No Further Remedial Action Planned Federal RCRA CORRACTS facilities list CORRACTS Corrective Action Report Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF RCRA - Treatment, Storage and Disposal Federal RCRA generators list RCRA-LQG RCRA - Large Quantity Generators RCRA-SQG RCRA - Small Quantity Generators RCRA-CESQG RCRA - Conditionally Exempt Small Quantity Generator Federal institutional controls / engineering controls registries US ENG CONTROLS Engineering Controls Sites List US INST CONTROL Sites with Institutional Controls LUCIS Land Use Control Information System Federal ERNS list ERNS Emergency Response Notification System State- and tribal - equivalent NPL RESPONSE State Response Sites EXECUTIVE SUMMARY TC4130815.2s EXECUTIVE SUMMARY 3 State and tribal leaking storage tank lists LUST Geotracker’s Leaking Underground Fuel Tank Report SLIC Statewide SLIC Cases INDIAN LUST Leaking Underground Storage Tanks on Indian Land State and tribal registered storage tank lists UST Active UST Facilities AST Aboveground Petroleum Storage Tank Facilities INDIAN UST Underground Storage Tanks on Indian Land FEMA UST Underground Storage Tank Listing State and tribal voluntary cleanup sites VCP Voluntary Cleanup Program Properties INDIAN VCP Voluntary Cleanup Priority Listing ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS A Listing of Brownfields Sites Local Lists of Landfill / Solid Waste Disposal Sites ODI Open Dump Inventory DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations SWRCY Recycler Database HAULERS Registered Waste Tire Haulers Listing INDIAN ODI Report on the Status of Open Dumps on Indian Lands WMUDS/SWAT Waste Management Unit Database Local Lists of Hazardous waste / Contaminated Sites US CDL Clandestine Drug Labs HIST Cal-Sites Historical Calsites Database SCH School Property Evaluation Program Toxic Pits Toxic Pits Cleanup Act Sites CDL Clandestine Drug Labs US HIST CDL National Clandestine Laboratory Register Local Lists of Registered Storage Tanks CA FID UST Facility Inventory Database HIST UST Hazardous Substance Storage Container Database SWEEPS UST SWEEPS UST Listing Local Land Records LIENS 2 CERCLA Lien Information LIENS Environmental Liens Listing DEED Deed Restriction Listing EXECUTIVE SUMMARY TC4130815.2s EXECUTIVE SUMMARY 4 Records of Emergency Release Reports HMIRS Hazardous Materials Information Reporting System CHMIRS California Hazardous Material Incident Report System LDS Land Disposal Sites Listing MCS Military Cleanup Sites Listing SPILLS 90 SPILLS 90 data from FirstSearch Other Ascertainable Records RCRA NonGen / NLR RCRA - Non Generators / No Longer Regulated DOT OPS Incident and Accident Data DOD Department of Defense Sites FUDS Formerly Used Defense Sites CONSENT Superfund (CERCLA) Consent Decrees ROD Records Of Decision UMTRA Uranium Mill Tailings Sites US MINES Mines Master Index File TRIS Toxic Chemical Release Inventory System TSCA Toxic Substances Control Act FTTS FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing SSTS Section 7 Tracking Systems ICIS Integrated Compliance Information System PADS PCB Activity Database System MLTS Material Licensing Tracking System RADINFO Radiation Information Database FINDS Facility Index System/Facility Registry System RAATS RCRA Administrative Action Tracking System RMP Risk Management Plans CA BOND EXP. PLAN Bond Expenditure Plan UIC UIC Listing NPDES NPDES Permits Listing Cortese "Cortese" Hazardous Waste & Substances Sites List HIST CORTESE Hazardous Waste & Substance Site List CUPA Listings CUPA Resources List Notify 65 Proposition 65 Records DRYCLEANERS Cleaner Facilities WIP Well Investigation Program Case List ENF Enforcement Action Listing HAZNET Facility and Manifest Data EMI Emissions Inventory Data INDIAN RESERV Indian Reservations SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing PCB TRANSFORMER PCB Transformer Registration Database COAL ASH EPA Coal Combustion Residues Surface Impoundments List PRP Potentially Responsible Parties 2020 COR ACTION 2020 Corrective Action Program List COAL ASH DOE Steam-Electric Plant Operation Data LEAD SMELTERS Lead Smelter Sites US AIRS Aerometric Information Retrieval System Facility Subsystem HWP EnviroStor Permitted Facilities Listing HWT Registered Hazardous Waste Transporter Database EXECUTIVE SUMMARY TC4130815.2s EXECUTIVE SUMMARY 5 PROC Certified Processors Database Financial Assurance Financial Assurance Information Listing MWMP Medical Waste Management Program Listing WDS Waste Discharge System US FIN ASSUR Financial Assurance Information EPA WATCH LIST EPA WATCH LIST EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP EDR Proprietary Manufactured Gas Plants EDR US Hist Cleaners EDR Exclusive Historic Dry Cleaners EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA LF Recovered Government Archive Solid Waste Facilities List RGA LUST Recovered Government Archive Leaking Underground Storage Tank SURROUNDING SITES: SEARCH RESULTS Surrounding sites were identified in the following databases. Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property. Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed. Sites listed in bold italics are in multiple databases. Unmappable (orphan) sites are not considered in the foregoing analysis. STANDARD ENVIRONMENTAL RECORDS State- and tribal - equivalent CERCLIS ENVIROSTOR: The Department of Toxic Substances Control’s (DTSC’s) Site Mitigation and Brownfields Reuse Program’s (SMBRP’s) EnviroStor database identifes sites that have known contamination or sites for which there may be reasons to investigate further. The database includes the following site types: Federal Superfund sites (National Priorities List (NPL)); State Response, including Military Facilities and State Superfund; Voluntary Cleanup; and School sites. EnviroStor provides similar information to the information that was available in CalSites, and provides additional site information, including, but not limited to, identification of formerly-contaminated properties that have been released for reuse, properties where environmental deed restrictions have been recorded to prevent inappropriate land uses, and risk characterization information that is used to assess potential impacts to public health and the environment at contaminated sites. A review of the ENVIROSTOR list, as provided by EDR, and dated 08/05/2014 has revealed that there is EXECUTIVE SUMMARY TC4130815.2s EXECUTIVE SUMMARY 6 1 ENVIROSTOR site within approximately 1 mile of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ CJUHSD - ETIWANDA HIGH SCHOOL 13500 VICTORIA AVE WNW 1/4 - 1/2 (0.273 mi.) 5 11 Status: No Further Action State and tribal landfill and/or solid waste disposal site lists SWF/LF: The Solid Waste Facilities/Landfill Sites records typically contain an inventory of solid waste disposal facilities or landfills in a particular state. The data come from the Integrated Waste Management Board’s Solid Waste Information System (SWIS) database. A review of the SWF/LF list, as provided by EDR, and dated 08/18/2014 has revealed that there is 1 SWF/LF site within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ ETIWANDA DISPOSAL SITE X 0 - 1/8 (0.000 mi.) 1 8 ADDITIONAL ENVIRONMENTAL RECORDS Other Ascertainable Records San Bern. Co. Permit: San Bernardino County Fire Department Hazardous Materials Division. A review of the San Bern. Co. Permit list, as provided by EDR, and dated 08/06/2014 has revealed that there are 2 San Bern. Co. Permit sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ CAL TRANS/ CHP TRANS MGMT CENT 13892 VICTORIA ST NE 0 - 1/8 (0.005 mi.) 2 8 CAL TRANS MATERIALS TESTING FA 13970 VICTORIA AVE NE 0 - 1/8 (0.027 mi.) 3 10 EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR US Hist Auto Stat: EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. A review of the EDR US Hist Auto Stat list, as provided by EDR, has revealed that there is 1 EDR US EXECUTIVE SUMMARY TC4130815.2s EXECUTIVE SUMMARY 7 Hist Auto Stat site within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ Not reported 7254 TRINITY ST SSW 1/8 - 1/4 (0.131 mi.) 4 10 EXECUTIVE SUMMARY TC4130815.2s EXECUTIVE SUMMARY 8 There were no unmapped sites in this report. EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 1 5 2 0 1 4 8 0 1 4 8 0 1 4 4 0 1 4 4 0 1 4 0 0 1 4 0 0 1 3 6 0 1 3 6 0 1360 1320 1 1320 1360 1360 1400 1440 14 40 132 0 1280 1 2 8 0 1 2 40 12 4 0 1320 1 2 12 8 0 1240 EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 1360 13 132 0 1320 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted STANDARD ENVIRONMENTAL RECORDS Federal NPL site list 0 NR 0 0 0 0 1.000NPL 0 NR 0 0 0 0 1.000Proposed NPL 0 NR NR NR NR NR TPNPL LIENS Federal Delisted NPL site list 0 NR 0 0 0 0 1.000Delisted NPL Federal CERCLIS list 0 NR NR 0 0 0 0.500CERCLIS 0 NR NR 0 0 0 0.500FEDERAL FACILITY Federal CERCLIS NFRAP site List 0 NR NR 0 0 0 0.500CERC-NFRAP Federal RCRA CORRACTS facilities list 0 NR 0 0 0 0 1.000CORRACTS Federal RCRA non-CORRACTS TSD facilities list 0 NR NR 0 0 0 0.500RCRA-TSDF Federal RCRA generators list 0 NR NR NR 0 0 0.250RCRA-LQG 0 NR NR NR 0 0 0.250RCRA-SQG 0 NR NR NR 0 0 0.250RCRA-CESQG Federal institutional controls / engineering controls registries 0 NR NR 0 0 0 0.500US ENG CONTROLS 0 NR NR 0 0 0 0.500US INST CONTROL 0 NR NR 0 0 0 0.500LUCIS Federal ERNS list 0 NR NR NR NR NR TPERNS State- and tribal - equivalent NPL 0 NR 0 0 0 0 1.000RESPONSE State- and tribal - equivalent CERCLIS 1 NR 0 1 0 0 1.000ENVIROSTOR State and tribal landfill and/or solid waste disposal site lists 1 NR NR 0 0 1 0.500SWF/LF State and tribal leaking storage tank lists 0 NR NR 0 0 0 0.500LUST TC4130815.2s Page 4 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR 0 0 0 0.500SLIC 0 NR NR 0 0 0 0.500INDIAN LUST State and tribal registered storage tank lists 0 NR NR NR 0 0 0.250UST 0 NR NR NR 0 0 0.250AST 0 NR NR NR 0 0 0.250INDIAN UST 0 NR NR NR 0 0 0.250FEMA UST State and tribal voluntary cleanup sites 0 NR NR 0 0 0 0.500VCP 0 NR NR 0 0 0 0.500INDIAN VCP ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists 0 NR NR 0 0 0 0.500US BROWNFIELDS Local Lists of Landfill / Solid Waste Disposal Sites 0 NR NR 0 0 0 0.500ODI 0 NR NR 0 0 0 0.500DEBRIS REGION 9 0 NR NR 0 0 0 0.500SWRCY 0 NR NR NR NR NR TPHAULERS 0 NR NR 0 0 0 0.500INDIAN ODI 0 NR NR 0 0 0 0.500WMUDS/SWAT Local Lists of Hazardous waste / Contaminated Sites 0 NR NR NR NR NR TPUS CDL 0 NR 0 0 0 0 1.000HIST Cal-Sites 0 NR NR NR 0 0 0.250SCH 0 NR 0 0 0 0 1.000Toxic Pits 0 NR NR NR NR NR TPCDL 0 NR NR NR NR NR TPUS HIST CDL Local Lists of Registered Storage Tanks 0 NR NR NR 0 0 0.250CA FID UST 0 NR NR NR 0 0 0.250HIST UST 0 NR NR NR 0 0 0.250SWEEPS UST Local Land Records 0 NR NR NR NR NR TPLIENS 2 0 NR NR NR NR NR TPLIENS 0 NR NR 0 0 0 0.500DEED Records of Emergency Release Reports 0 NR NR NR NR NR TPHMIRS 0 NR NR NR NR NR TPCHMIRS 0 NR NR NR NR NR TPLDS TC4130815.2s Page 5 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR NR NR NR TPMCS 0 NR NR NR NR NR TPSPILLS 90 Other Ascertainable Records 0 NR NR NR 0 0 0.250RCRA NonGen / NLR 0 NR NR NR NR NR TPDOT OPS 0 NR 0 0 0 0 1.000DOD 0 NR 0 0 0 0 1.000FUDS 0 NR 0 0 0 0 1.000CONSENT 0 NR 0 0 0 0 1.000ROD 0 NR NR 0 0 0 0.500UMTRA 0 NR NR NR 0 0 0.250US MINES 0 NR NR NR NR NR TPTRIS 0 NR NR NR NR NR TPTSCA 0 NR NR NR NR NR TPFTTS 0 NR NR NR NR NR TPHIST FTTS 0 NR NR NR NR NR TPSSTS 0 NR NR NR NR NR TPICIS 0 NR NR NR NR NR TPPADS 0 NR NR NR NR NR TPMLTS 0 NR NR NR NR NR TPRADINFO 0 NR NR NR NR NR TPFINDS 0 NR NR NR NR NR TPRAATS 0 NR NR NR NR NR TPRMP 0 NR 0 0 0 0 1.000CA BOND EXP. PLAN 0 NR NR NR NR NR TPUIC 0 NR NR NR NR NR TPNPDES 0 NR NR 0 0 0 0.500Cortese 0 NR NR 0 0 0 0.500HIST CORTESE 0 NR NR NR 0 0 0.250CUPA Listings 0 NR 0 0 0 0 1.000Notify 65 0 NR NR NR 0 0 0.250DRYCLEANERS 0 NR NR NR 0 0 0.250WIP 0 NR NR NR NR NR TPENF 2 NR NR NR 0 2 0.250San Bern. Co. Permit 0 NR NR NR NR NR TPHAZNET 0 NR NR NR NR NR TPEMI 0 NR 0 0 0 0 1.000INDIAN RESERV 0 NR NR 0 0 0 0.500SCRD DRYCLEANERS 0 NR NR NR NR NR TPPCB TRANSFORMER 0 NR NR 0 0 0 0.500COAL ASH EPA 0 NR NR NR NR NR TPPRP 0 NR NR NR 0 0 0.2502020 COR ACTION 0 NR NR NR NR NR TPCOAL ASH DOE 0 NR NR NR NR NR TPLEAD SMELTERS 0 NR NR NR NR NR TPUS AIRS 0 NR 0 0 0 0 1.000HWP 0 NR NR NR 0 0 0.250HWT 0 NR NR 0 0 0 0.500PROC 0 NR NR NR NR NR TPFinancial Assurance 0 NR NR NR 0 0 0.250MWMP TC4130815.2s Page 6 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR NR NR NR TPWDS 0 NR NR NR NR NR TPUS FIN ASSUR 0 NR NR NR NR NR TPEPA WATCH LIST EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records 0 NR 0 0 0 0 1.000EDR MGP 1 NR NR NR 1 0 0.250EDR US Hist Auto Stat 0 NR NR NR 0 0 0.250EDR US Hist Cleaners EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives 0 NR NR NR NR NR TPRGA LF 0 NR NR NR NR NR TPRGA LUST NOTES: TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database TC4130815.2s Page 7 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedRemaining Capacity with Units: 0Remaining Capacity: 0Permitted Capacity with Units: Not reportedActual Throughput with Units: 0Permitted Throughput with Units: Not reportedProgram Type: Not reportedWaste Discharge Requirement Num: 36-CR-0021SWIS Num: 0Disposal Acreage: Not reportedClosure Type: Not reportedClosure Date: Not reportedAccepted Waste: BiennialInspection Frequency: 01Unit Number: DisposalCategory: ExternalGIS Source: Not reportedLanduse Name: Pre-regulationsRegulation Status: Solid Waste Disposal SiteActivity: 0Permitted Acreage: Not reportedPermit Status: Not reportedPermit Date: Not reportedOperator City,St,Zip: Not reportedOperator Address2: Not reportedOperator Address: Not reportedOperator Phone: Not reportedOperator: ClosedOperational Status: Not reportedOwner City,St,Zip: Not reportedOwner Address2: Not reportedOwner Address: Not reportedOwner Telephone: San Bernardino County Flood DistrictOwner Name: 34.1281400 / -117.50472Lat/Long: 36-CR-0021Facility ID: STATERegion: SWF/LF (SWIS): 1 ft. Relative: Higher Actual: 1324 ft. < 1/8 ETIWANDA (IN RANCHO CUCAMONGA), CA X N/A 1 SWF/LFETIWANDA DISPOSAL SITE S105964606 Not reportedTime Notified: Not reportedAgency Incident Number: Not reportedAgency Id Number: Not reportedProperty Use: Not reportedDate Completed: Not reportedIncident Date: Not reportedOES Time: Not reportedOES Date: 04/13/2013OES notification: ’13-2230OES Incident Number: CHMIRS: 27 ft. 0.005 mi. Relative: Higher Actual: 1328 ft. < 1/8 FONTANA, CA 92335 NE San Bern. Co. Permit13892 VICTORIA ST N/A 2 CHMIRSCAL TRANS/ CHP TRANS MGMT CENTER S109692745 TC4130815.2s Page 8 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedNumber of Fatalities: Not reportedNumber of Injuries: Not reportedEvacuations: Not reportedUnknown: Not reportedTons: Not reportedSheen: Not reportedQuarts: Not reportedPints: Not reportedOunces: Not reportedLiters: Not reportedPounds: Not reportedGrams: Not reportedGallons: Not reportedCUFT: Not reportedCups: Not reportedBBLS: 25Quantity Released: Diesel FuelSubstance: Not reportedE Date: Not reportedSite Type: YesContained: Not reportedAmount: San Bernardino County Fire DepartmentAdmin Agency: 4/13/2013Incident Date: Caltrans District 8Agency: 2013Year: 1830Date/Time: Not reportedOther: Gal(s)Measure: Not reportedType: Not reportedWhat Happened: Not reportedContainment: CalTransCleanup By: OtherSpill Site: Not reportedWaterway: NoWaterway Involved: Not reportedFacility Telephone: Not reportedComments: Not reportedReport Date: Not reportedReporting Officer Name/ID: Not reportedCompany Name: Not reportedCA/DOT/PUC/ICC Number: Not reportedVehicle Id Number: Not reportedVehicle State: Not reportedVehicle License Number: Not reportedVehicle Make/year: Not reportedOthers Number Of Fatalities: Not reportedOthers Number Of Injuries: Not reportedOthers Number Of Decontaminated: Not reportedResponding Agency Personel # Of Fatalities: Not reportedResponding Agency Personel # Of Injuries: Not reportedResp Agncy Personel # Of Decontaminated: Not reportedMore Than Two Substances Involved?: Not reportedProperty Management: Not reportedEstimated Temperature: Not reportedSurrounding Area: Not reportedTime Completed: CAL TRANS/ CHP TRANS MGMT CENTER (Continued)S109692745 TC4130815.2s Page 9 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 12/31/2014Expiration Date: ACTIVEFacility Status: HAZARDOUS MATERIALS 1-3 CHEMICALS SPECIALPermit Category: PT0026471Permit Number: CALTRANSOwner: FA0015187Facility ID: SAN BERNARDINORegion: 12/31/2014Expiration Date: ACTIVEFacility Status: APSA 1,320-10,000 GAL FAC CAPACITYPermit Category: PT0026470Permit Number: CALTRANSOwner: FA0015187Facility ID: SAN BERNARDINORegion: San Bern. Co. Permit: cracked causing the spill. Per the caller the housing for a fuel filter on an above ground tankDescription: CAL TRANS/ CHP TRANS MGMT CENTER (Continued) S109692745 09/30/2013Expiration Date: INACTIVEFacility Status: HAZMAT HANDLER 11-25 EMPLOYEESPermit Category: PT0024581Permit Number: CALTRANSOwner: FA0013996Facility ID: SAN BERNARDINORegion: San Bern. Co. Permit: 145 ft. 0.027 mi. Relative: Higher Actual: 1334 ft. < 1/8 FONTANA, CA 92336 NE 13970 VICTORIA AVE N/A 3 San Bern. Co. PermitCAL TRANS MATERIALS TESTING FACILITY S111160550 7254 TRINITY STAddress: 2009Year: J & R AUTOMOTIVE COSMETIC SERVICESName: EDR Historical Auto Stations: 694 ft. 0.131 mi. Relative: Lower Actual: 1289 ft. 1/8-1/4 FONTANA, CA 92336 SSW 7254 TRINITY ST N/A 4 EDR US Hist Auto Stat 1015617473 TC4130815.2s Page 10 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedCompleted Sub Area Name: Expansion AreaCompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 36010049Alias Name: Project Code (Site Code)Alias Type: 404488Alias Name: APNAlias Type: 022707110Alias Name: APNAlias Type: 022707109Alias Name: APNAlias Type: 022707108Alias Name: Alternate NameAlias Type: ETIWANDA HIGH SCHOOL EXPANSIONAlias Name: Alternate NameAlias Type: CHAFFEY JUHSD-ETIWANDA HS PRKING LOT ACQAlias Name: Alternate NameAlias Type: CHAFFEY JOINT UNION HIGH SCHOOL DISTRICTAlias Name: SOILPotential Description: 30402-NO, 30407-NO, 30080-NO, 30154-NO, 30021-NO 30067-NO, 30515-NO, 30357-NO, 30108-NO, 30156-NO, 30587-NO, 30594-NO, 30001-NO, 30005-NO, 30006-NO, 30007-NO, 30008-NO, 30013-NO,Confirmed COC: VI:Cr III, Vanadium and compounds, Zinc, DDD, DDE, DDT Molybdenum, Nickel, Selenium, Silver, Total Chromium (1:6 ratio Cr compounds, Cobalt, Copper and compounds, Lead, Mercury and compounds, Arsenic, Barium and compounds, Beryllium and compounds, Cadmium andPotential COC: AGRICULTURAL - ROW CROPSPast Use: 022707108, 022707109, 022707110APN: -117.5111Longitude: 34.12833Latitude: School DistrictFunding: NORestricted Use: 08/26/2014Status Date: No Further ActionStatus: Not reportedSpecial Program Status: 23Senate: 40Assembly: 404488Site Code: Southern California Schools & Brownfields OutreachDivision Branch: Shahir HaddadSupervisor: Johnson AbrahamProject Manager: DTSC - Site Cleanup ProgramLead Agency Description: SMBRPLead Agency: SMBRPCleanup Oversight Agencies: NONational Priorities List: 12Acres: NONE SPECIFIEDSite Mgmt. Req.: SchoolSite Type Detail: School InvestigationSite Type: 36010049Facility ID: SCH: 1439 ft. 0.273 mi. Relative: Higher Actual: 1345 ft. 1/4-1/2 ENVIROSTORETIWANDA, CA 91739 WNW HAZNET13500 VICTORIA AVE N/A 5 SCHCJUHSD - ETIWANDA HIGH SCHOOL S113014656 TC4130815.2s Page 11 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedComments: 03/15/2004Completed Date: Site Inspections/Visit (Non LUR)Completed Document Type: Not reportedCompleted Sub Area Name: Expansion AreaCompleted Area Name: Not reportedComments: 12/26/2003Completed Date: Environmental Oversight AgreementCompleted Document Type: Not reportedCompleted Sub Area Name: Expansion AreaCompleted Area Name: Not reportedComments: 02/11/2004Completed Date: Site Inspections/Visit (Non LUR)Completed Document Type: Not reportedCompleted Sub Area Name: Expansion AreaCompleted Area Name: Not reportedComments: 08/22/2014Completed Date: Preliminary Endangerment Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: Health Science Classroom BuildingCompleted Area Name: Not reportedComments: 06/10/2014Completed Date: Preliminary Endangerment Assessment Tech MemoCompleted Document Type: Not reportedCompleted Sub Area Name: Health Science Classroom BuildingCompleted Area Name: Not reportedComments: 05/13/2014Completed Date: Preliminary Endangerment Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: Auditorium/New Classroom AreaCompleted Area Name: Not reportedComments: 01/28/2014Completed Date: Preliminary Endangerment Assessment Tech MemoCompleted Document Type: Not reportedCompleted Sub Area Name: Auditorium/New Classroom AreaCompleted Area Name: Not reportedComments: 03/05/2004Completed Date: Technical ReportCompleted Document Type: Not reportedCompleted Sub Area Name: Expansion AreaCompleted Area Name: Not reportedComments: 10/15/2003Completed Date: Phase 1Completed Document Type: Not reportedCompleted Sub Area Name: Expansion AreaCompleted Area Name: Not reportedComments: 08/19/2004Completed Date: Preliminary Endangerment Assessment ReportCompleted Document Type: CJUHSD - ETIWANDA HIGH SCHOOL (Continued) S113014656 TC4130815.2s Page 12 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 211 W 5TH STMailing Address: Not reportedMailing Name: 9099888511Telephone: KAREN FERGUSON, TECHContact: CAD982331928Gepaid: 2012Year: San BernardinoFacility County: 0.0075Tons: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryDisposal Method: Not reportedWaste Category: Los AngelesTSD County: CAD008364432TSD EPA ID: San BernardinoGen County: ONTARIO, CA 917621653Mailing City,St,Zip: 211 W 5TH STMailing Address: Not reportedMailing Name: 9099888511Telephone: KAREN FERGUSON, TECHContact: CAD982331928Gepaid: 2012Year: HAZNET: Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: 09/19/2014Completed Date: Cost Recovery Closeout MemoCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 06/30/2014Completed Date: Amendment - Order/AgreementCompleted Document Type: Not reportedCompleted Sub Area Name: Auditorium/New Classroom AreaCompleted Area Name: Sent fully executed EOA (FedEx) to District 10/09/2013.Comments: 10/09/2013Completed Date: Environmental Oversight AgreementCompleted Document Type: Not reportedCompleted Sub Area Name: Auditorium/New Classroom AreaCompleted Area Name: Not reportedComments: 11/16/2004Completed Date: Cost Recovery Closeout MemoCompleted Document Type: Not reportedCompleted Sub Area Name: Expansion AreaCompleted Area Name: CJUHSD - ETIWANDA HIGH SCHOOL (Continued) S113014656 TC4130815.2s Page 13 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation San BernardinoFacility County: 0.019Tons: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryDisposal Method: Not reportedWaste Category: Los AngelesTSD County: CAD981696420TSD EPA ID: San BernardinoGen County: ONTARIO, CA 917621653Mailing City,St,Zip: 211 W 5TH STMailing Address: Not reportedMailing Name: 9099888511Telephone: KAREN FERGUSON, TECHContact: CAD982331928Gepaid: 2012Year: San BernardinoFacility County: 0.019Tons: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryDisposal Method: Not reportedWaste Category: Los AngelesTSD County: CAD981696420TSD EPA ID: San BernardinoGen County: ONTARIO, CA 917621653Mailing City,St,Zip: 211 W 5TH STMailing Address: Not reportedMailing Name: 9099888511Telephone: KAREN FERGUSON, TECHContact: CAD982331928Gepaid: 2012Year: San BernardinoFacility County: 0.22935Tons: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryDisposal Method: Not reportedWaste Category: Los AngelesTSD County: CAT000613893TSD EPA ID: San BernardinoGen County: ONTARIO, CA 917621653Mailing City,St,Zip: 211 W 5TH STMailing Address: Not reportedMailing Name: 9099888511Telephone: KAREN FERGUSON, TECHContact: CAD982331928Gepaid: 2012Year: San BernardinoFacility County: 0.22935Tons: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryDisposal Method: Not reportedWaste Category: Los AngelesTSD County: CAT000613893TSD EPA ID: San BernardinoGen County: ONTARIO, CA 917621653Mailing City,St,Zip: CJUHSD - ETIWANDA HIGH SCHOOL (Continued) S113014656 TC4130815.2s Page 14 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 08/19/2004Completed Date: Preliminary Endangerment Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: Expansion AreaCompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 36010049Alias Name: Project Code (Site Code)Alias Type: 404488Alias Name: APNAlias Type: 022707110Alias Name: APNAlias Type: 022707109Alias Name: APNAlias Type: 022707108Alias Name: Alternate NameAlias Type: ETIWANDA HIGH SCHOOL EXPANSIONAlias Name: Alternate NameAlias Type: CHAFFEY JUHSD-ETIWANDA HS PRKING LOT ACQAlias Name: Alternate NameAlias Type: CHAFFEY JOINT UNION HIGH SCHOOL DISTRICTAlias Name: SOILPotential Description: 30407-NO 30080-NO 30154-NO 30021-NO 30515-NO 30357-NO 30108-NO 30156-NO 30587-NO 30594-NO 30402-NO 30001-NO 30005-NO 30006-NO 30007-NO 30008-NO 30013-NO 30067-NOConfirmed COC: III Vanadium and compounds Zinc DDD DDE DDT Molybdenum Nickel Selenium Silver Total Chromium (1:6 ratio Cr VI:Cr compounds Cobalt Copper and compounds Lead Mercury and compounds Arsenic Barium and compounds Beryllium and compounds Cadmium andPotential COC: AGRICULTURAL - ROW CROPSPast Use: 022707108, 022707109, 022707110APN: -117.5111Longitude: 34.12833Latitude: School DistrictFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: 23Senate: 40Assembly: Southern California Schools & Brownfields OutreachDivision Branch: Shahir HaddadSupervisor: Johnson AbrahamProgram Manager: SMBRPLead Agency: SMBRPRegulatory Agencies: NONPL: 12Acres: SchoolSite Type Detailed: School InvestigationSite Type: 404488Site Code: 08/26/2014Status Date: No Further ActionStatus: 36010049Facility ID: ENVIROSTOR: 23 additional CA_HAZNET: record(s) in the EDR Site Report. Click this hyperlink while viewing on your computer to access CJUHSD - ETIWANDA HIGH SCHOOL (Continued)S113014656 TC4130815.2s Page 15 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Expansion AreaCompleted Area Name: Not reportedComments: 03/15/2004Completed Date: Site Inspections/Visit (Non LUR)Completed Document Type: Not reportedCompleted Sub Area Name: Expansion AreaCompleted Area Name: Not reportedComments: 12/26/2003Completed Date: Environmental Oversight AgreementCompleted Document Type: Not reportedCompleted Sub Area Name: Expansion AreaCompleted Area Name: Not reportedComments: 02/11/2004Completed Date: Site Inspections/Visit (Non LUR)Completed Document Type: Not reportedCompleted Sub Area Name: Expansion AreaCompleted Area Name: Not reportedComments: 08/22/2014Completed Date: Preliminary Endangerment Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: Health Science Classroom BuildingCompleted Area Name: Not reportedComments: 06/10/2014Completed Date: Preliminary Endangerment Assessment Tech MemoCompleted Document Type: Not reportedCompleted Sub Area Name: Health Science Classroom BuildingCompleted Area Name: Not reportedComments: 05/13/2014Completed Date: Preliminary Endangerment Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: Auditorium/New Classroom AreaCompleted Area Name: Not reportedComments: 01/28/2014Completed Date: Preliminary Endangerment Assessment Tech MemoCompleted Document Type: Not reportedCompleted Sub Area Name: Auditorium/New Classroom AreaCompleted Area Name: Not reportedComments: 03/05/2004Completed Date: Technical ReportCompleted Document Type: Not reportedCompleted Sub Area Name: Expansion AreaCompleted Area Name: Not reportedComments: 10/15/2003Completed Date: Phase 1Completed Document Type: Not reportedCompleted Sub Area Name: Expansion AreaCompleted Area Name: Not reportedComments: CJUHSD - ETIWANDA HIGH SCHOOL (Continued) S113014656 TC4130815.2s Page 16 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: 09/19/2014Completed Date: Cost Recovery Closeout MemoCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 06/30/2014Completed Date: Amendment - Order/AgreementCompleted Document Type: Not reportedCompleted Sub Area Name: Auditorium/New Classroom AreaCompleted Area Name: Sent fully executed EOA (FedEx) to District 10/09/2013.Comments: 10/09/2013Completed Date: Environmental Oversight AgreementCompleted Document Type: Not reportedCompleted Sub Area Name: Auditorium/New Classroom AreaCompleted Area Name: Not reportedComments: 11/16/2004Completed Date: Cost Recovery Closeout MemoCompleted Document Type: Not reportedCompleted Sub Area Name: CJUHSD - ETIWANDA HIGH SCHOOL (Continued) S113014656 TC4130815.2s Page 17 ORPHAN SUMMARY City EDR ID Site Name Site Address Zip Database(s) Count: 0 records. NO SITES FOUND TC4130815.2s Page 18 To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency on a monthly or quarterly basis, as required. Number of Days to Update:Provides confirmation that EDR is reporting records that have been updated within 90 days from the date the government agency made the information available to the public. STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL: National Priority List National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA’s Environmental Photographic Interpretation Center (EPIC) and regional EPA offices. Date of Government Version: 10/25/2013 Date Data Arrived at EDR: 11/11/2013 Date Made Active in Reports: 01/28/2014 Number of Days to Update: 78 Source: EPA Telephone: N/A Last EDR Contact: 10/08/2014 Next Scheduled EDR Contact: 01/19/2015 Data Release Frequency: Quarterly NPL Site Boundaries Sources: EPA’s Environmental Photographic Interpretation Center (EPIC) Telephone: 202-564-7333 EPA Region 1 EPA Region 6 Telephone 617-918-1143 Telephone: 214-655-6659 EPA Region 3 EPA Region 7 Telephone 215-814-5418 Telephone: 913-551-7247 EPA Region 4 EPA Region 8 Telephone 404-562-8033 Telephone: 303-312-6774 EPA Region 5 EPA Region 9 Telephone 312-886-6686 Telephone: 415-947-4246 EPA Region 10 Telephone 206-553-8665 Proposed NPL: Proposed National Priority List Sites A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule in the Federal Register. EPA then accepts public comments on the site, responds to the comments, and places on the NPL those sites that continue to meet the requirements for listing. Date of Government Version: 10/25/2013 Date Data Arrived at EDR: 11/11/2013 Date Made Active in Reports: 01/28/2014 Number of Days to Update: 78 Source: EPA Telephone: N/A Last EDR Contact: 10/08/2014 Next Scheduled EDR Contact: 01/19/2015 Data Release Frequency: Quarterly NPL LIENS: Federal Superfund Liens Federal Superfund Liens. Under the authority granted the USEPA by CERCLA of 1980, the USEPA has the authority to file liens against real property in order to recover remedial action expenditures or when the property owner received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens. Date of Government Version: 10/15/1991 Date Data Arrived at EDR: 02/02/1994 Date Made Active in Reports: 03/30/1994 Number of Days to Update: 56 Source: EPA Telephone: 202-564-4267 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: No Update Planned TC4130815.2s Page GR-1 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Federal Delisted NPL site list DELISTED NPL: National Priority List Deletions The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the NPL where no further response is appropriate. Date of Government Version: 10/25/2013 Date Data Arrived at EDR: 11/11/2013 Date Made Active in Reports: 01/28/2014 Number of Days to Update: 78 Source: EPA Telephone: N/A Last EDR Contact: 10/08/2014 Next Scheduled EDR Contact: 01/19/2015 Data Release Frequency: Quarterly Federal CERCLIS list CERCLIS: Comprehensive Environmental Response, Compensation, and Liability Information System CERCLIS contains data on potentially hazardous waste sites that have been reported to the USEPA by states, municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). CERCLIS contains sites which are either proposed to or on the National Priorities List (NPL) and sites which are in the screening and assessment phase for possible inclusion on the NPL. Date of Government Version: 10/25/2013 Date Data Arrived at EDR: 11/11/2013 Date Made Active in Reports: 02/13/2014 Number of Days to Update: 94 Source: EPA Telephone: 703-412-9810 Last EDR Contact: 08/28/2014 Next Scheduled EDR Contact: 12/08/2014 Data Release Frequency: Quarterly FEDERAL FACILITY: Federal Facility Site Information listing A listing of National Priority List (NPL) and Base Realignment and Closure (BRAC) sites found in the Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS) Database where EPA Federal Facilities Restoration and Reuse Office is involved in cleanup activities. Date of Government Version: 07/21/2014 Date Data Arrived at EDR: 10/07/2014 Date Made Active in Reports: 10/20/2014 Number of Days to Update: 13 Source: Environmental Protection Agency Telephone: 703-603-8704 Last EDR Contact: 10/07/2014 Next Scheduled EDR Contact: 01/19/2015 Data Release Frequency: Varies Federal CERCLIS NFRAP site List CERCLIS-NFRAP: CERCLIS No Further Remedial Action Planned Archived sites are sites that have been removed and archived from the inventory of CERCLIS sites. Archived status indicates that, to the best of EPA’s knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list this site on the National Priorities List (NPL), unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time. This decision does not necessarily mean that there is no hazard associated with a given site; it only means that, based upon available information, the location is not judged to be a potential NPL site. Date of Government Version: 10/25/2013 Date Data Arrived at EDR: 11/11/2013 Date Made Active in Reports: 02/13/2014 Number of Days to Update: 94 Source: EPA Telephone: 703-412-9810 Last EDR Contact: 08/28/2014 Next Scheduled EDR Contact: 12/08/2014 Data Release Frequency: Quarterly Federal RCRA CORRACTS facilities list CORRACTS: Corrective Action Report CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. TC4130815.2s Page GR-2 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 06/10/2014 Date Data Arrived at EDR: 07/02/2014 Date Made Active in Reports: 09/18/2014 Number of Days to Update: 78 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 11/07/2014 Next Scheduled EDR Contact: 01/12/2015 Data Release Frequency: Quarterly Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF: RCRA - Treatment, Storage and Disposal RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Transporters are individuals or entities that move hazardous waste from the generator offsite to a facility that can recycle, treat, store, or dispose of the waste. TSDFs treat, store, or dispose of the waste. Date of Government Version: 06/10/2014 Date Data Arrived at EDR: 07/02/2014 Date Made Active in Reports: 09/18/2014 Number of Days to Update: 78 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 11/07/2014 Next Scheduled EDR Contact: 01/12/2015 Data Release Frequency: Quarterly Federal RCRA generators list RCRA-LQG: RCRA - Large Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month. Date of Government Version: 06/10/2014 Date Data Arrived at EDR: 07/02/2014 Date Made Active in Reports: 09/18/2014 Number of Days to Update: 78 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 11/07/2014 Next Scheduled EDR Contact: 01/12/2015 Data Release Frequency: Quarterly RCRA-SQG: RCRA - Small Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month. Date of Government Version: 06/10/2014 Date Data Arrived at EDR: 07/02/2014 Date Made Active in Reports: 09/18/2014 Number of Days to Update: 78 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 11/07/2014 Next Scheduled EDR Contact: 01/12/2015 Data Release Frequency: Quarterly RCRA-CESQG: RCRA - Conditionally Exempt Small Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Conditionally exempt small quantity generators (CESQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. Date of Government Version: 06/10/2014 Date Data Arrived at EDR: 07/02/2014 Date Made Active in Reports: 09/18/2014 Number of Days to Update: 78 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 11/07/2014 Next Scheduled EDR Contact: 01/12/2015 Data Release Frequency: Varies TC4130815.2s Page GR-3 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Federal institutional controls / engineering controls registries US ENG CONTROLS: Engineering Controls Sites List A listing of sites with engineering controls in place. Engineering controls include various forms of caps, building foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental media or effect human health. Date of Government Version: 09/18/2014 Date Data Arrived at EDR: 09/19/2014 Date Made Active in Reports: 10/20/2014 Number of Days to Update: 31 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 09/08/2014 Next Scheduled EDR Contact: 12/22/2014 Data Release Frequency: Varies US INST CONTROL: Sites with Institutional Controls A listing of sites with institutional controls in place. Institutional controls include administrative measures, such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediation care requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generally required as part of the institutional controls. Date of Government Version: 09/18/2014 Date Data Arrived at EDR: 09/19/2014 Date Made Active in Reports: 10/20/2014 Number of Days to Update: 31 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 09/08/2014 Next Scheduled EDR Contact: 12/22/2014 Data Release Frequency: Varies LUCIS: Land Use Control Information System LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure properties. Date of Government Version: 08/29/2014 Date Data Arrived at EDR: 10/09/2014 Date Made Active in Reports: 10/20/2014 Number of Days to Update: 11 Source: Department of the Navy Telephone: 843-820-7326 Last EDR Contact: 08/14/2014 Next Scheduled EDR Contact: 12/01/2014 Data Release Frequency: Varies Federal ERNS list ERNS: Emergency Response Notification System Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous substances. Date of Government Version: 09/29/2014 Date Data Arrived at EDR: 09/30/2014 Date Made Active in Reports: 11/06/2014 Number of Days to Update: 37 Source: National Response Center, United States Coast Guard Telephone: 202-267-2180 Last EDR Contact: 09/30/2014 Next Scheduled EDR Contact: 01/12/2015 Data Release Frequency: Annually State- and tribal - equivalent NPL RESPONSE: State Response Sites Identifies confirmed release sites where DTSC is involved in remediation, either in a lead or oversight capacity. These confirmed release sites are generally high-priority and high potential risk. Date of Government Version: 08/05/2014 Date Data Arrived at EDR: 08/06/2014 Date Made Active in Reports: 09/26/2014 Number of Days to Update: 51 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 11/04/2014 Next Scheduled EDR Contact: 02/16/2015 Data Release Frequency: Quarterly State- and tribal - equivalent CERCLIS TC4130815.2s Page GR-4 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING ENVIROSTOR: EnviroStor Database The Department of Toxic Substances Control’s (DTSC’s) Site Mitigation and Brownfields Reuse Program’s (SMBRP’s) EnviroStor database identifes sites that have known contamination or sites for which there may be reasons to investigate further. The database includes the following site types: Federal Superfund sites (National Priorities List (NPL)); State Response, including Military Facilities and State Superfund; Voluntary Cleanup; and School sites. EnviroStor provides similar information to the information that was available in CalSites, and provides additional site information, including, but not limited to, identification of formerly-contaminated properties that have been released for reuse, properties where environmental deed restrictions have been recorded to prevent inappropriate land uses, and risk characterization information that is used to assess potential impacts to public health and the environment at contaminated sites. Date of Government Version: 08/05/2014 Date Data Arrived at EDR: 08/06/2014 Date Made Active in Reports: 09/26/2014 Number of Days to Update: 51 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 11/04/2014 Next Scheduled EDR Contact: 02/16/2015 Data Release Frequency: Quarterly State and tribal landfill and/or solid waste disposal site lists SWF/LF (SWIS): Solid Waste Information System Active, Closed and Inactive Landfills. SWF/LF records typically contain an inve ntory of solid waste disposal facilities or landfills. These may be active or i nactive facilities or open dumps that failed to meet RCRA Section 4004 criteria for solid waste landfills or disposal sites. Date of Government Version: 08/18/2014 Date Data Arrived at EDR: 08/18/2014 Date Made Active in Reports: 10/03/2014 Number of Days to Update: 46 Source: Department of Resources Recycling and Recovery Telephone: 916-341-6320 Last EDR Contact: 08/18/2014 Next Scheduled EDR Contact: 12/01/2014 Data Release Frequency: Quarterly State and tribal leaking storage tank lists LUST REG 6L: Leaking Underground Storage Tank Case Listing For more current information, please refer to the State Water Resources Control Board’s LUST database. Date of Government Version: 09/09/2003 Date Data Arrived at EDR: 09/10/2003 Date Made Active in Reports: 10/07/2003 Number of Days to Update: 27 Source: California Regional Water Quality Control Board Lahontan Region (6) Telephone: 530-542-5572 Last EDR Contact: 09/12/2011 Next Scheduled EDR Contact: 12/26/2011 Data Release Frequency: No Update Planned LUST REG 5: Leaking Underground Storage Tank Database Leaking Underground Storage Tank locations. Alameda, Alpine, Amador, Butte, Colusa, Contra Costa, Calveras, El Dorado, Fresno, Glenn, Kern, Kings, Lake, Lassen, Madera, Mariposa, Merced, Modoc, Napa, Nevada, Placer, Plumas, Sacramento, San Joaquin, Shasta, Solano, Stanislaus, Sutter, Tehama, Tulare, Tuolumne, Yolo, Yuba counties. Date of Government Version: 07/01/2008 Date Data Arrived at EDR: 07/22/2008 Date Made Active in Reports: 07/31/2008 Number of Days to Update: 9 Source: California Regional Water Quality Control Board Central Valley Region (5) Telephone: 916-464-4834 Last EDR Contact: 07/01/2011 Next Scheduled EDR Contact: 10/17/2011 Data Release Frequency: No Update Planned LUST REG 4: Underground Storage Tank Leak List Los Angeles, Ventura counties. For more current information, please refer to the State Water Resources Control Board’s LUST database. Date of Government Version: 09/07/2004 Date Data Arrived at EDR: 09/07/2004 Date Made Active in Reports: 10/12/2004 Number of Days to Update: 35 Source: California Regional Water Quality Control Board Los Angeles Region (4) Telephone: 213-576-6710 Last EDR Contact: 09/06/2011 Next Scheduled EDR Contact: 12/19/2011 Data Release Frequency: No Update Planned TC4130815.2s Page GR-5 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING LUST REG 9: Leaking Underground Storage Tank Report Orange, Riverside, San Diego counties. For more current information, please refer to the State Water Resources Control Board’s LUST database. Date of Government Version: 03/01/2001 Date Data Arrived at EDR: 04/23/2001 Date Made Active in Reports: 05/21/2001 Number of Days to Update: 28 Source: California Regional Water Quality Control Board San Diego Region (9) Telephone: 858-637-5595 Last EDR Contact: 09/26/2011 Next Scheduled EDR Contact: 01/09/2012 Data Release Frequency: No Update Planned LUST REG 6V: Leaking Underground Storage Tank Case Listing Leaking Underground Storage Tank locations. Inyo, Kern, Los Angeles, Mono, San Bernardino counties. Date of Government Version: 06/07/2005 Date Data Arrived at EDR: 06/07/2005 Date Made Active in Reports: 06/29/2005 Number of Days to Update: 22 Source: California Regional Water Quality Control Board Victorville Branch Office (6) Telephone: 760-241-7365 Last EDR Contact: 09/12/2011 Next Scheduled EDR Contact: 12/26/2011 Data Release Frequency: No Update Planned LUST REG 7: Leaking Underground Storage Tank Case Listing Leaking Underground Storage Tank locations. Imperial, Riverside, San Diego, Santa Barbara counties. Date of Government Version: 02/26/2004 Date Data Arrived at EDR: 02/26/2004 Date Made Active in Reports: 03/24/2004 Number of Days to Update: 27 Source: California Regional Water Quality Control Board Colorado River Basin Region (7) Telephone: 760-776-8943 Last EDR Contact: 08/01/2011 Next Scheduled EDR Contact: 11/14/2011 Data Release Frequency: No Update Planned LUST REG 3: Leaking Underground Storage Tank Database Leaking Underground Storage Tank locations. Monterey, San Benito, San Luis Obispo, Santa Barbara, Santa Cruz counties. Date of Government Version: 05/19/2003 Date Data Arrived at EDR: 05/19/2003 Date Made Active in Reports: 06/02/2003 Number of Days to Update: 14 Source: California Regional Water Quality Control Board Central Coast Region (3) Telephone: 805-542-4786 Last EDR Contact: 07/18/2011 Next Scheduled EDR Contact: 10/31/2011 Data Release Frequency: No Update Planned LUST REG 8: Leaking Underground Storage Tanks California Regional Water Quality Control Board Santa Ana Region (8). For more current information, please refer to the State Water Resources Control Board’s LUST database. Date of Government Version: 02/14/2005 Date Data Arrived at EDR: 02/15/2005 Date Made Active in Reports: 03/28/2005 Number of Days to Update: 41 Source: California Regional Water Quality Control Board Santa Ana Region (8) Telephone: 909-782-4496 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: Varies LUST REG 2: Fuel Leak List Leaking Underground Storage Tank locations. Alameda, Contra Costa, Marin, Napa, San Francisco, San Mateo, Santa Clara, Solano, Sonoma counties. Date of Government Version: 09/30/2004 Date Data Arrived at EDR: 10/20/2004 Date Made Active in Reports: 11/19/2004 Number of Days to Update: 30 Source: California Regional Water Quality Control Board San Francisco Bay Region (2) Telephone: 510-622-2433 Last EDR Contact: 09/19/2011 Next Scheduled EDR Contact: 01/02/2012 Data Release Frequency: Quarterly LUST REG 1: Active Toxic Site Investigation Del Norte, Humboldt, Lake, Mendocino, Modoc, Siskiyou, Sonoma, Trinity counties. For more current information, please refer to the State Water Resources Control Board’s LUST database. TC4130815.2s Page GR-6 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 02/01/2001 Date Data Arrived at EDR: 02/28/2001 Date Made Active in Reports: 03/29/2001 Number of Days to Update: 29 Source: California Regional Water Quality Control Board North Coast (1) Telephone: 707-570-3769 Last EDR Contact: 08/01/2011 Next Scheduled EDR Contact: 11/14/2011 Data Release Frequency: No Update Planned LUST: Geotracker’s Leaking Underground Fuel Tank Report Leaking Underground Storage Tank Incident Reports. LUST records contain an inventory of reported leaking underground storage tank incidents. Not all states maintain these records, and the information stored varies by state. For more information on a particular leaking underground storage tank sites, please contact the appropriate regulatory agency. Date of Government Version: 09/15/2014 Date Data Arrived at EDR: 09/17/2014 Date Made Active in Reports: 10/27/2014 Number of Days to Update: 40 Source: State Water Resources Control Board Telephone: see region list Last EDR Contact: 10/30/2014 Next Scheduled EDR Contact: 12/29/2014 Data Release Frequency: Quarterly SLIC: Statewide SLIC Cases The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 09/15/2014 Date Data Arrived at EDR: 09/17/2014 Date Made Active in Reports: 10/23/2014 Number of Days to Update: 36 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 10/30/2014 Next Scheduled EDR Contact: 12/29/2014 Data Release Frequency: Varies SLIC REG 1: Active Toxic Site Investigations The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 04/03/2003 Date Data Arrived at EDR: 04/07/2003 Date Made Active in Reports: 04/25/2003 Number of Days to Update: 18 Source: California Regional Water Quality Control Board, North Coast Region (1) Telephone: 707-576-2220 Last EDR Contact: 08/01/2011 Next Scheduled EDR Contact: 11/14/2011 Data Release Frequency: No Update Planned SLIC REG 2: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 09/30/2004 Date Data Arrived at EDR: 10/20/2004 Date Made Active in Reports: 11/19/2004 Number of Days to Update: 30 Source: Regional Water Quality Control Board San Francisco Bay Region (2) Telephone: 510-286-0457 Last EDR Contact: 09/19/2011 Next Scheduled EDR Contact: 01/02/2012 Data Release Frequency: Quarterly SLIC REG 3: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 05/18/2006 Date Data Arrived at EDR: 05/18/2006 Date Made Active in Reports: 06/15/2006 Number of Days to Update: 28 Source: California Regional Water Quality Control Board Central Coast Region (3) Telephone: 805-549-3147 Last EDR Contact: 07/18/2011 Next Scheduled EDR Contact: 10/31/2011 Data Release Frequency: Semi-Annually SLIC REG 4: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. TC4130815.2s Page GR-7 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 11/17/2004 Date Data Arrived at EDR: 11/18/2004 Date Made Active in Reports: 01/04/2005 Number of Days to Update: 47 Source: Region Water Quality Control Board Los Angeles Region (4) Telephone: 213-576-6600 Last EDR Contact: 07/01/2011 Next Scheduled EDR Contact: 10/17/2011 Data Release Frequency: Varies SLIC REG 5: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 04/01/2005 Date Data Arrived at EDR: 04/05/2005 Date Made Active in Reports: 04/21/2005 Number of Days to Update: 16 Source: Regional Water Quality Control Board Central Valley Region (5) Telephone: 916-464-3291 Last EDR Contact: 09/12/2011 Next Scheduled EDR Contact: 12/26/2011 Data Release Frequency: Semi-Annually SLIC REG 6V: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 05/24/2005 Date Data Arrived at EDR: 05/25/2005 Date Made Active in Reports: 06/16/2005 Number of Days to Update: 22 Source: Regional Water Quality Control Board, Victorville Branch Telephone: 619-241-6583 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: Semi-Annually SLIC REG 6L: SLIC Sites The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 09/07/2004 Date Data Arrived at EDR: 09/07/2004 Date Made Active in Reports: 10/12/2004 Number of Days to Update: 35 Source: California Regional Water Quality Control Board, Lahontan Region Telephone: 530-542-5574 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: No Update Planned SLIC REG 7: SLIC List The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 11/24/2004 Date Data Arrived at EDR: 11/29/2004 Date Made Active in Reports: 01/04/2005 Number of Days to Update: 36 Source: California Regional Quality Control Board, Colorado River Basin Region Telephone: 760-346-7491 Last EDR Contact: 08/01/2011 Next Scheduled EDR Contact: 11/14/2011 Data Release Frequency: No Update Planned SLIC REG 8: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 04/03/2008 Date Data Arrived at EDR: 04/03/2008 Date Made Active in Reports: 04/14/2008 Number of Days to Update: 11 Source: California Region Water Quality Control Board Santa Ana Region (8) Telephone: 951-782-3298 Last EDR Contact: 09/12/2011 Next Scheduled EDR Contact: 12/26/2011 Data Release Frequency: Semi-Annually SLIC REG 9: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. TC4130815.2s Page GR-8 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 09/10/2007 Date Data Arrived at EDR: 09/11/2007 Date Made Active in Reports: 09/28/2007 Number of Days to Update: 17 Source: California Regional Water Quality Control Board San Diego Region (9) Telephone: 858-467-2980 Last EDR Contact: 08/08/2011 Next Scheduled EDR Contact: 11/21/2011 Data Release Frequency: Annually INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land A listing of leaking underground storage tank locations on Indian Land. Date of Government Version: 02/01/2013 Date Data Arrived at EDR: 05/01/2013 Date Made Active in Reports: 11/01/2013 Number of Days to Update: 184 Source: EPA Region 1 Telephone: 617-918-1313 Last EDR Contact: 10/31/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land Leaking underground storage tanks located on Indian Land in Michigan, Minnesota and Wisconsin. Date of Government Version: 08/04/2014 Date Data Arrived at EDR: 08/05/2014 Date Made Active in Reports: 08/22/2014 Number of Days to Update: 17 Source: EPA, Region 5 Telephone: 312-886-7439 Last EDR Contact: 10/27/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Florida, Mississippi and North Carolina. Date of Government Version: 07/30/2014 Date Data Arrived at EDR: 08/12/2014 Date Made Active in Reports: 08/22/2014 Number of Days to Update: 10 Source: EPA Region 4 Telephone: 404-562-8677 Last EDR Contact: 10/27/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Semi-Annually INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Arizona, California, New Mexico and Nevada Date of Government Version: 03/01/2013 Date Data Arrived at EDR: 03/01/2013 Date Made Active in Reports: 04/12/2013 Number of Days to Update: 42 Source: Environmental Protection Agency Telephone: 415-972-3372 Last EDR Contact: 10/27/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Quarterly INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Alaska, Idaho, Oregon and Washington. Date of Government Version: 05/20/2014 Date Data Arrived at EDR: 06/10/2014 Date Made Active in Reports: 08/22/2014 Number of Days to Update: 73 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 10/27/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Quarterly INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in New Mexico and Oklahoma. Date of Government Version: 05/14/2014 Date Data Arrived at EDR: 05/15/2014 Date Made Active in Reports: 07/15/2014 Number of Days to Update: 61 Source: EPA Region 6 Telephone: 214-665-6597 Last EDR Contact: 10/27/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies TC4130815.2s Page GR-9 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah and Wyoming. Date of Government Version: 08/13/2014 Date Data Arrived at EDR: 08/15/2014 Date Made Active in Reports: 08/22/2014 Number of Days to Update: 7 Source: EPA Region 8 Telephone: 303-312-6271 Last EDR Contact: 10/27/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Quarterly INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Iowa, Kansas, and Nebraska Date of Government Version: 05/22/2014 Date Data Arrived at EDR: 08/22/2014 Date Made Active in Reports: 09/18/2014 Number of Days to Update: 27 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 10/27/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies State and tribal registered storage tank lists UST: Active UST Facilities Active UST facilities gathered from the local regulatory agencies Date of Government Version: 09/17/2014 Date Data Arrived at EDR: 09/17/2014 Date Made Active in Reports: 10/24/2014 Number of Days to Update: 37 Source: SWRCB Telephone: 916-341-5851 Last EDR Contact: 09/19/2014 Next Scheduled EDR Contact: 12/29/2014 Data Release Frequency: Semi-Annually AST: Aboveground Petroleum Storage Tank Facilities A listing of aboveground storage tank petroleum storage tank locations. Date of Government Version: 08/01/2009 Date Data Arrived at EDR: 09/10/2009 Date Made Active in Reports: 10/01/2009 Number of Days to Update: 21 Source: California Environmental Protection Agency Telephone: 916-327-5092 Last EDR Contact: 10/03/2014 Next Scheduled EDR Contact: 01/12/2015 Data Release Frequency: Quarterly INDIAN UST R1: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 1 (Connecticut, Maine, Massachusetts, New Hampshire, Rhode Island, Vermont and ten Tribal Nations). Date of Government Version: 02/01/2013 Date Data Arrived at EDR: 05/01/2013 Date Made Active in Reports: 01/27/2014 Number of Days to Update: 271 Source: EPA, Region 1 Telephone: 617-918-1313 Last EDR Contact: 10/31/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies INDIAN UST R4: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 4 (Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, Tennessee and Tribal Nations) Date of Government Version: 07/30/2014 Date Data Arrived at EDR: 08/12/2014 Date Made Active in Reports: 08/22/2014 Number of Days to Update: 10 Source: EPA Region 4 Telephone: 404-562-9424 Last EDR Contact: 10/27/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Semi-Annually TC4130815.2s Page GR-10 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN UST R5: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 5 (Michigan, Minnesota and Wisconsin and Tribal Nations). Date of Government Version: 08/04/2014 Date Data Arrived at EDR: 08/05/2014 Date Made Active in Reports: 08/22/2014 Number of Days to Update: 17 Source: EPA Region 5 Telephone: 312-886-6136 Last EDR Contact: 10/27/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies INDIAN UST R6: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 6 (Louisiana, Arkansas, Oklahoma, New Mexico, Texas and 65 Tribes). Date of Government Version: 10/06/2014 Date Data Arrived at EDR: 10/29/2014 Date Made Active in Reports: 11/06/2014 Number of Days to Update: 8 Source: EPA Region 6 Telephone: 214-665-7591 Last EDR Contact: 10/27/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Semi-Annually INDIAN UST R7: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 7 (Iowa, Kansas, Missouri, Nebraska, and 9 Tribal Nations). Date of Government Version: 08/20/2014 Date Data Arrived at EDR: 08/22/2014 Date Made Active in Reports: 09/18/2014 Number of Days to Update: 27 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 10/27/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies INDIAN UST R8: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 8 (Colorado, Montana, North Dakota, South Dakota, Utah, Wyoming and 27 Tribal Nations). Date of Government Version: 08/13/2014 Date Data Arrived at EDR: 08/15/2014 Date Made Active in Reports: 08/22/2014 Number of Days to Update: 7 Source: EPA Region 8 Telephone: 303-312-6137 Last EDR Contact: 10/27/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Quarterly INDIAN UST R9: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 9 (Arizona, California, Hawaii, Nevada, the Pacific Islands, and Tribal Nations). Date of Government Version: 08/14/2014 Date Data Arrived at EDR: 08/15/2014 Date Made Active in Reports: 08/22/2014 Number of Days to Update: 7 Source: EPA Region 9 Telephone: 415-972-3368 Last EDR Contact: 10/27/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Quarterly INDIAN UST R10: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 10 (Alaska, Idaho, Oregon, Washington, and Tribal Nations). Date of Government Version: 05/20/2014 Date Data Arrived at EDR: 06/10/2014 Date Made Active in Reports: 08/15/2014 Number of Days to Update: 66 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 10/27/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Quarterly TC4130815.2s Page GR-11 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING FEMA UST: Underground Storage Tank Listing A listing of all FEMA owned underground storage tanks. Date of Government Version: 01/01/2010 Date Data Arrived at EDR: 02/16/2010 Date Made Active in Reports: 04/12/2010 Number of Days to Update: 55 Source: FEMA Telephone: 202-646-5797 Last EDR Contact: 10/10/2014 Next Scheduled EDR Contact: 01/26/2015 Data Release Frequency: Varies State and tribal voluntary cleanup sites INDIAN VCP R7: Voluntary Cleanup Priority Lisitng A listing of voluntary cleanup priority sites located on Indian Land located in Region 7. Date of Government Version: 03/20/2008 Date Data Arrived at EDR: 04/22/2008 Date Made Active in Reports: 05/19/2008 Number of Days to Update: 27 Source: EPA, Region 7 Telephone: 913-551-7365 Last EDR Contact: 04/20/2009 Next Scheduled EDR Contact: 07/20/2009 Data Release Frequency: Varies INDIAN VCP R1: Voluntary Cleanup Priority Listing A listing of voluntary cleanup priority sites located on Indian Land located in Region 1. Date of Government Version: 09/29/2014 Date Data Arrived at EDR: 10/01/2014 Date Made Active in Reports: 11/06/2014 Number of Days to Update: 36 Source: EPA, Region 1 Telephone: 617-918-1102 Last EDR Contact: 10/01/2014 Next Scheduled EDR Contact: 01/12/2015 Data Release Frequency: Varies VCP: Voluntary Cleanup Program Properties Contains low threat level properties with either confirmed or unconfirmed releases and the project proponents have request that DTSC oversee investigation and/or cleanup activities and have agreed to provide coverage for DTSC’s costs. Date of Government Version: 08/05/2014 Date Data Arrived at EDR: 08/06/2014 Date Made Active in Reports: 09/26/2014 Number of Days to Update: 51 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 11/04/2014 Next Scheduled EDR Contact: 02/16/2015 Data Release Frequency: Quarterly ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS: A Listing of Brownfields Sites Brownfields are real property, the expansion, redevelopment, or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant, or contaminant. Cleaning up and reinvesting in these properties takes development pressures off of undeveloped, open land, and both improves and protects the environment. Assessment, Cleanup and Redevelopment Exchange System (ACRES) stores information reported by EPA Brownfields grant recipients on brownfields properties assessed or cleaned up with grant funding as well as information on Targeted Brownfields Assessments performed by EPA Regions. A listing of ACRES Brownfield sites is obtained from Cleanups in My Community. Cleanups in My Community provides information on Brownfields properties for which information is reported back to EPA, as well as areas served by Brownfields grant programs. Date of Government Version: 09/22/2014 Date Data Arrived at EDR: 09/23/2014 Date Made Active in Reports: 10/20/2014 Number of Days to Update: 27 Source: Environmental Protection Agency Telephone: 202-566-2777 Last EDR Contact: 11/07/2014 Next Scheduled EDR Contact: 01/05/2015 Data Release Frequency: Semi-Annually Local Lists of Landfill / Solid Waste Disposal Sites TC4130815.2s Page GR-12 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside County and northern Imperial County, California. Date of Government Version: 01/12/2009 Date Data Arrived at EDR: 05/07/2009 Date Made Active in Reports: 09/21/2009 Number of Days to Update: 137 Source: EPA, Region 9 Telephone: 415-947-4219 Last EDR Contact: 10/24/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: No Update Planned ODI: Open Dump Inventory An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258 Subtitle D Criteria. Date of Government Version: 06/30/1985 Date Data Arrived at EDR: 08/09/2004 Date Made Active in Reports: 09/17/2004 Number of Days to Update: 39 Source: Environmental Protection Agency Telephone: 800-424-9346 Last EDR Contact: 06/09/2004 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned SWRCY: Recycler Database A listing of recycling facilities in California. Date of Government Version: 09/16/2014 Date Data Arrived at EDR: 09/17/2014 Date Made Active in Reports: 10/23/2014 Number of Days to Update: 36 Source: Department of Conservation Telephone: 916-323-3836 Last EDR Contact: 09/17/2014 Next Scheduled EDR Contact: 12/29/2014 Data Release Frequency: Quarterly HAULERS: Registered Waste Tire Haulers Listing A listing of registered waste tire haulers. Date of Government Version: 09/08/2014 Date Data Arrived at EDR: 09/09/2014 Date Made Active in Reports: 10/22/2014 Number of Days to Update: 43 Source: Integrated Waste Management Board Telephone: 916-341-6422 Last EDR Contact: 11/12/2014 Next Scheduled EDR Contact: 03/02/2015 Data Release Frequency: Varies INDIAN ODI: Report on the Status of Open Dumps on Indian Lands Location of open dumps on Indian land. Date of Government Version: 12/31/1998 Date Data Arrived at EDR: 12/03/2007 Date Made Active in Reports: 01/24/2008 Number of Days to Update: 52 Source: Environmental Protection Agency Telephone: 703-308-8245 Last EDR Contact: 10/29/2014 Next Scheduled EDR Contact: 02/16/2015 Data Release Frequency: Varies WMUDS/SWAT: Waste Management Unit Database Waste Management Unit Database System. WMUDS is used by the State Water Resources Control Board staff and the Regional Water Quality Control Boards for program tracking and inventory of waste management units. WMUDS is composed of the following databases: Facility Information, Scheduled Inspections Information, Waste Management Unit Information, SWAT Program Information, SWAT Report Summary Information, SWAT Report Summary Data, Chapter 15 (formerly Subchapter 15) Information, Chapter 15 Monitoring Parameters, TPCA Program Information, RCRA Program Information, Closure Information, and Interested Parties Information. Date of Government Version: 04/01/2000 Date Data Arrived at EDR: 04/10/2000 Date Made Active in Reports: 05/10/2000 Number of Days to Update: 30 Source: State Water Resources Control Board Telephone: 916-227-4448 Last EDR Contact: 11/05/2014 Next Scheduled EDR Contact: 02/23/2015 Data Release Frequency: No Update Planned TC4130815.2s Page GR-13 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Local Lists of Hazardous waste / Contaminated Sites US CDL: Clandestine Drug Labs A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department") provides this web site as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases, the source of the entries is not the Department, and the Department has not verified the entry and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example, contacting local law enforcement and local health departments. Date of Government Version: 07/25/2014 Date Data Arrived at EDR: 09/09/2014 Date Made Active in Reports: 10/20/2014 Number of Days to Update: 41 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 09/03/2014 Next Scheduled EDR Contact: 12/15/2014 Data Release Frequency: Quarterly HIST CAL-SITES: Calsites Database The Calsites database contains potential or confirmed hazardous substance release properties. In 1996, California EPA reevaluated and significantly reduced the number of sites in the Calsites database. No longer updated by the state agency. It has been replaced by ENVIROSTOR. Date of Government Version: 08/08/2005 Date Data Arrived at EDR: 08/03/2006 Date Made Active in Reports: 08/24/2006 Number of Days to Update: 21 Source: Department of Toxic Substance Control Telephone: 916-323-3400 Last EDR Contact: 02/23/2009 Next Scheduled EDR Contact: 05/25/2009 Data Release Frequency: No Update Planned SCH: School Property Evaluation Program This category contains proposed and existing school sites that are being evaluated by DTSC for possible hazardous materials contamination. In some cases, these properties may be listed in the CalSites category depending on the level of threat to public health and safety or the environment they pose. Date of Government Version: 08/05/2014 Date Data Arrived at EDR: 08/06/2014 Date Made Active in Reports: 09/26/2014 Number of Days to Update: 51 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 11/04/2014 Next Scheduled EDR Contact: 02/16/2015 Data Release Frequency: Quarterly TOXIC PITS: Toxic Pits Cleanup Act Sites Toxic PITS Cleanup Act Sites. TOXIC PITS identifies sites suspected of containing hazardous substances where cleanup has not yet been completed. Date of Government Version: 07/01/1995 Date Data Arrived at EDR: 08/30/1995 Date Made Active in Reports: 09/26/1995 Number of Days to Update: 27 Source: State Water Resources Control Board Telephone: 916-227-4364 Last EDR Contact: 01/26/2009 Next Scheduled EDR Contact: 04/27/2009 Data Release Frequency: No Update Planned CDL: Clandestine Drug Labs A listing of drug lab locations. Listing of a location in this database does not indicate that any illegal drug lab materials were or were not present there, and does not constitute a determination that the location either requires or does not require additional cleanup work. Date of Government Version: 06/30/2014 Date Data Arrived at EDR: 09/02/2014 Date Made Active in Reports: 09/24/2014 Number of Days to Update: 22 Source: Department of Toxic Substances Control Telephone: 916-255-6504 Last EDR Contact: 10/10/2014 Next Scheduled EDR Contact: 01/19/2015 Data Release Frequency: Varies TC4130815.2s Page GR-14 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING US HIST CDL: National Clandestine Laboratory Register A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department") provides this web site as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases, the source of the entries is not the Department, and the Department has not verified the entry and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example, contacting local law enforcement and local health departments. Date of Government Version: 07/25/2014 Date Data Arrived at EDR: 09/09/2014 Date Made Active in Reports: 10/20/2014 Number of Days to Update: 41 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 09/03/2014 Next Scheduled EDR Contact: 12/15/2014 Data Release Frequency: No Update Planned Local Lists of Registered Storage Tanks CA FID UST: Facility Inventory Database The Facility Inventory Database (FID) contains a historical listing of active and inactive underground storage tank locations from the State Water Resource Control Board. Refer to local/county source for current data. Date of Government Version: 10/31/1994 Date Data Arrived at EDR: 09/05/1995 Date Made Active in Reports: 09/29/1995 Number of Days to Update: 24 Source: California Environmental Protection Agency Telephone: 916-341-5851 Last EDR Contact: 12/28/1998 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned UST MENDOCINO: Mendocino County UST Database A listing of underground storage tank locations in Mendocino County. Date of Government Version: 09/23/2009 Date Data Arrived at EDR: 09/23/2009 Date Made Active in Reports: 10/01/2009 Number of Days to Update: 8 Source: Department of Public Health Telephone: 707-463-4466 Last EDR Contact: 08/28/2014 Next Scheduled EDR Contact: 12/15/2014 Data Release Frequency: Annually HIST UST: Hazardous Substance Storage Container Database The Hazardous Substance Storage Container Database is a historical listing of UST sites. Refer to local/county source for current data. Date of Government Version: 10/15/1990 Date Data Arrived at EDR: 01/25/1991 Date Made Active in Reports: 02/12/1991 Number of Days to Update: 18 Source: State Water Resources Control Board Telephone: 916-341-5851 Last EDR Contact: 07/26/2001 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned SWEEPS UST: SWEEPS UST Listing Statewide Environmental Evaluation and Planning System. This underground storage tank listing was updated and maintained by a company contacted by the SWRCB in the early 1990’s. The listing is no longer updated or maintained. The local agency is the contact for more information on a site on the SWEEPS list. Date of Government Version: 06/01/1994 Date Data Arrived at EDR: 07/07/2005 Date Made Active in Reports: 08/11/2005 Number of Days to Update: 35 Source: State Water Resources Control Board Telephone: N/A Last EDR Contact: 06/03/2005 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned Local Land Records LIENS 2: CERCLA Lien Information A Federal CERCLA (’Superfund’) lien can exist by operation of law at any site or property at which EPA has spent Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination. CERCLIS provides information as to the identity of these sites and properties. TC4130815.2s Page GR-15 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 02/18/2014 Date Data Arrived at EDR: 03/18/2014 Date Made Active in Reports: 04/24/2014 Number of Days to Update: 37 Source: Environmental Protection Agency Telephone: 202-564-6023 Last EDR Contact: 10/27/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies LIENS: Environmental Liens Listing A listing of property locations with environmental liens for California where DTSC is a lien holder. Date of Government Version: 08/19/2014 Date Data Arrived at EDR: 08/20/2014 Date Made Active in Reports: 10/06/2014 Number of Days to Update: 47 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 09/08/2014 Next Scheduled EDR Contact: 12/22/2014 Data Release Frequency: Varies DEED: Deed Restriction Listing Site Mitigation and Brownfields Reuse Program Facility Sites with Deed Restrictions & Hazardous Waste Management Program Facility Sites with Deed / Land Use Restriction. The DTSC Site Mitigation and Brownfields Reuse Program (SMBRP) list includes sites cleaned up under the program’s oversight and generally does not include current or former hazardous waste facilities that required a hazardous waste facility permit. The list represents deed restrictions that are active. Some sites have multiple deed restrictions. The DTSC Hazardous Waste Management Program (HWMP) has developed a list of current or former hazardous waste facilities that have a recorded land use restriction at the local county recorder’s office. The land use restrictions on this list were required by the DTSC HWMP as a result of the presence of hazardous substances that remain on site after the facility (or part of the facility) has been closed or cleaned up. The types of land use restriction include deed notice, deed restriction, or a land use restriction that binds current and future owners. Date of Government Version: 09/08/2014 Date Data Arrived at EDR: 09/10/2014 Date Made Active in Reports: 10/22/2014 Number of Days to Update: 42 Source: DTSC and SWRCB Telephone: 916-323-3400 Last EDR Contact: 09/10/2014 Next Scheduled EDR Contact: 12/22/2014 Data Release Frequency: Semi-Annually Records of Emergency Release Reports HMIRS: Hazardous Materials Information Reporting System Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT. Date of Government Version: 09/30/2014 Date Data Arrived at EDR: 10/01/2014 Date Made Active in Reports: 11/06/2014 Number of Days to Update: 36 Source: U.S. Department of Transportation Telephone: 202-366-4555 Last EDR Contact: 10/01/2014 Next Scheduled EDR Contact: 01/12/2015 Data Release Frequency: Annually CHMIRS: California Hazardous Material Incident Report System California Hazardous Material Incident Reporting System. CHMIRS contains information on reported hazardous material incidents (accidental releases or spills). Date of Government Version: 06/26/2014 Date Data Arrived at EDR: 07/28/2014 Date Made Active in Reports: 09/15/2014 Number of Days to Update: 49 Source: Office of Emergency Services Telephone: 916-845-8400 Last EDR Contact: 10/29/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies LDS: Land Disposal Sites Listing The Land Disposal program regulates of waste discharge to land for treatment, storage and disposal in waste management units. Date of Government Version: 09/15/2014 Date Data Arrived at EDR: 09/17/2014 Date Made Active in Reports: 10/22/2014 Number of Days to Update: 35 Source: State Water Qualilty Control Board Telephone: 866-480-1028 Last EDR Contact: 10/30/2014 Next Scheduled EDR Contact: 12/29/2014 Data Release Frequency: Quarterly TC4130815.2s Page GR-16 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING MCS: Military Cleanup Sites Listing The State Water Resources Control Board and nine Regional Water Quality Control Boards partner with the Department of Defense (DoD) through the Defense and State Memorandum of Agreement (DSMOA) to oversee the investigation and remediation of water quality issues at military facilities. Date of Government Version: 09/15/2014 Date Data Arrived at EDR: 09/17/2014 Date Made Active in Reports: 10/23/2014 Number of Days to Update: 36 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 10/30/2014 Next Scheduled EDR Contact: 12/29/2014 Data Release Frequency: Quarterly SPILLS 90: SPILLS90 data from FirstSearch Spills 90 includes those spill and release records available exclusively from FirstSearch databases. Typically, they may include chemical, oil and/or hazardous substance spills recorded after 1990. Duplicate records that are already included in EDR incident and release records are not included in Spills 90. Date of Government Version: 06/06/2012 Date Data Arrived at EDR: 01/03/2013 Date Made Active in Reports: 02/22/2013 Number of Days to Update: 50 Source: FirstSearch Telephone: N/A Last EDR Contact: 01/03/2013 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned Other Ascertainable Records RCRA NonGen / NLR: RCRA - Non Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous waste. Date of Government Version: 06/10/2014 Date Data Arrived at EDR: 07/02/2014 Date Made Active in Reports: 09/18/2014 Number of Days to Update: 78 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 11/07/2014 Next Scheduled EDR Contact: 01/12/2015 Data Release Frequency: Varies DOT OPS: Incident and Accident Data Department of Transporation, Office of Pipeline Safety Incident and Accident data. Date of Government Version: 07/31/2012 Date Data Arrived at EDR: 08/07/2012 Date Made Active in Reports: 09/18/2012 Number of Days to Update: 42 Source: Department of Transporation, Office of Pipeline Safety Telephone: 202-366-4595 Last EDR Contact: 11/04/2014 Next Scheduled EDR Contact: 02/16/2015 Data Release Frequency: Varies DOD: Department of Defense Sites This data set consists of federally owned or administered lands, administered by the Department of Defense, that have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 11/10/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 62 Source: USGS Telephone: 888-275-8747 Last EDR Contact: 11/07/2014 Next Scheduled EDR Contact: 01/26/2015 Data Release Frequency: Semi-Annually FUDS: Formerly Used Defense Sites The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers is actively working or will take necessary cleanup actions. TC4130815.2s Page GR-17 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 06/06/2014 Date Data Arrived at EDR: 09/10/2014 Date Made Active in Reports: 09/18/2014 Number of Days to Update: 8 Source: U.S. Army Corps of Engineers Telephone: 202-528-4285 Last EDR Contact: 09/10/2014 Next Scheduled EDR Contact: 12/22/2014 Data Release Frequency: Varies CONSENT: Superfund (CERCLA) Consent Decrees Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released periodically by United States District Courts after settlement by parties to litigation matters. Date of Government Version: 12/31/2013 Date Data Arrived at EDR: 01/24/2014 Date Made Active in Reports: 02/24/2014 Number of Days to Update: 31 Source: Department of Justice, Consent Decree Library Telephone: Varies Last EDR Contact: 09/30/2014 Next Scheduled EDR Contact: 01/12/2015 Data Release Frequency: Varies ROD: Records Of Decision Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical and health information to aid in the cleanup. Date of Government Version: 11/25/2013 Date Data Arrived at EDR: 12/12/2013 Date Made Active in Reports: 02/24/2014 Number of Days to Update: 74 Source: EPA Telephone: 703-416-0223 Last EDR Contact: 09/09/2014 Next Scheduled EDR Contact: 12/22/2014 Data Release Frequency: Annually UMTRA: Uranium Mill Tailings Sites Uranium ore was mined by private companies for federal government use in national defense programs. When the mills shut down, large piles of the sand-like material (mill tailings) remain after uranium has been extracted from the ore. Levels of human exposure to radioactive materials from the piles are low; however, in some cases tailings were used as construction materials before the potential health hazards of the tailings were recognized. Date of Government Version: 09/14/2010 Date Data Arrived at EDR: 10/07/2011 Date Made Active in Reports: 03/01/2012 Number of Days to Update: 146 Source: Department of Energy Telephone: 505-845-0011 Last EDR Contact: 08/20/2014 Next Scheduled EDR Contact: 12/08/2014 Data Release Frequency: Varies US MINES: Mines Master Index File Contains all mine identification numbers issued for mines active or opened since 1971. The data also includes violation information. Date of Government Version: 01/30/2014 Date Data Arrived at EDR: 03/05/2014 Date Made Active in Reports: 07/15/2014 Number of Days to Update: 132 Source: Department of Labor, Mine Safety and Health Administration Telephone: 303-231-5959 Last EDR Contact: 09/04/2014 Next Scheduled EDR Contact: 12/15/2014 Data Release Frequency: Semi-Annually TRIS: Toxic Chemical Release Inventory System Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and land in reportable quantities under SARA Title III Section 313. Date of Government Version: 12/31/2011 Date Data Arrived at EDR: 07/31/2013 Date Made Active in Reports: 09/13/2013 Number of Days to Update: 44 Source: EPA Telephone: 202-566-0250 Last EDR Contact: 08/29/2014 Next Scheduled EDR Contact: 12/08/2014 Data Release Frequency: Annually TSCA: Toxic Substances Control Act Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant site. TC4130815.2s Page GR-18 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/31/2006 Date Data Arrived at EDR: 09/29/2010 Date Made Active in Reports: 12/02/2010 Number of Days to Update: 64 Source: EPA Telephone: 202-260-5521 Last EDR Contact: 09/26/2014 Next Scheduled EDR Contact: 01/05/2015 Data Release Frequency: Every 4 Years FTTS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA, TSCA and EPCRA (Emergency Planning and Community Right-to-Know Act). To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 04/09/2009 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA/Office of Prevention, Pesticides and Toxic Substances Telephone: 202-566-1667 Last EDR Contact: 08/19/2014 Next Scheduled EDR Contact: 12/08/2014 Data Release Frequency: Quarterly FTTS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) A listing of FIFRA/TSCA Tracking System (FTTS) inspections and enforcements. Date of Government Version: 04/09/2009 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA Telephone: 202-566-1667 Last EDR Contact: 08/19/2014 Next Scheduled EDR Contact: 12/08/2014 Data Release Frequency: Quarterly HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing A complete administrative case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2007 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection & Enforcement Case Listing A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2008 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned SSTS: Section 7 Tracking Systems Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March 1st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices being produced, and those having been produced and sold or distributed in the past year. TC4130815.2s Page GR-19 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/31/2009 Date Data Arrived at EDR: 12/10/2010 Date Made Active in Reports: 02/25/2011 Number of Days to Update: 77 Source: EPA Telephone: 202-564-4203 Last EDR Contact: 10/27/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Annually ICIS: Integrated Compliance Information System The Integrated Compliance Information System (ICIS) supports the information needs of the national enforcement and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System (NPDES) program. Date of Government Version: 07/31/2014 Date Data Arrived at EDR: 10/29/2014 Date Made Active in Reports: 11/06/2014 Number of Days to Update: 8 Source: Environmental Protection Agency Telephone: 202-564-5088 Last EDR Contact: 10/10/2014 Next Scheduled EDR Contact: 01/26/2015 Data Release Frequency: Quarterly PADS: PCB Activity Database System PCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposers of PCB’s who are required to notify the EPA of such activities. Date of Government Version: 06/01/2013 Date Data Arrived at EDR: 07/17/2013 Date Made Active in Reports: 11/01/2013 Number of Days to Update: 107 Source: EPA Telephone: 202-566-0500 Last EDR Contact: 10/15/2014 Next Scheduled EDR Contact: 01/26/2015 Data Release Frequency: Annually MLTS: Material Licensing Tracking System MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 07/22/2013 Date Data Arrived at EDR: 08/02/2013 Date Made Active in Reports: 11/01/2013 Number of Days to Update: 91 Source: Nuclear Regulatory Commission Telephone: 301-415-7169 Last EDR Contact: 09/08/2014 Next Scheduled EDR Contact: 12/22/2014 Data Release Frequency: Quarterly RADINFO: Radiation Information Database The Radiation Information Database (RADINFO) contains information about facilities that are regulated by U.S. Environmental Protection Agency (EPA) regulations for radiation and radioactivity. Date of Government Version: 10/07/2014 Date Data Arrived at EDR: 10/08/2014 Date Made Active in Reports: 10/20/2014 Number of Days to Update: 12 Source: Environmental Protection Agency Telephone: 202-343-9775 Last EDR Contact: 10/08/2014 Next Scheduled EDR Contact: 01/19/2015 Data Release Frequency: Quarterly FINDS: Facility Index System/Facility Registry System Facility Index System. FINDS contains both facility information and ’pointers’ to other sources that contain more detail. EDR includes the following FINDS databases in this report: PCS (Permit Compliance System), AIRS (Aerometric Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (Criminal Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System). Date of Government Version: 08/16/2014 Date Data Arrived at EDR: 09/10/2014 Date Made Active in Reports: 10/20/2014 Number of Days to Update: 40 Source: EPA Telephone: (415) 947-8000 Last EDR Contact: 09/10/2014 Next Scheduled EDR Contact: 12/22/2014 Data Release Frequency: Quarterly TC4130815.2s Page GR-20 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING RAATS: RCRA Administrative Action Tracking System RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration actions after September 30, 1995, data entry in the RAATS database was discontinued. EPA will retain a copy of the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources made it impossible to continue to update the information contained in the database. Date of Government Version: 04/17/1995 Date Data Arrived at EDR: 07/03/1995 Date Made Active in Reports: 08/07/1995 Number of Days to Update: 35 Source: EPA Telephone: 202-564-4104 Last EDR Contact: 06/02/2008 Next Scheduled EDR Contact: 09/01/2008 Data Release Frequency: No Update Planned RMP: Risk Management Plans When Congress passed the Clean Air Act Amendments of 1990, it required EPA to publish regulations and guidance for chemical accident prevention at facilities using extremely hazardous substances. The Risk Management Program Rule (RMP Rule) was written to implement Section 112(r) of these amendments. The rule, which built upon existing industry codes and standards, requires companies of all sizes that use certain flammable and toxic substances to develop a Risk Management Program, which includes a(n): Hazard assessment that details the potential effects of an accidental release, an accident history of the last five years, and an evaluation of worst-case and alternative accidental releases; Prevention program that includes safety precautions and maintenance, monitoring, and employee training measures; and Emergency response program that spells out emergency health care, employee training measures and procedures for informing the public and response agencies (e.g the fire department) should an accident occur. Date of Government Version: 08/01/2014 Date Data Arrived at EDR: 08/12/2014 Date Made Active in Reports: 11/06/2014 Number of Days to Update: 86 Source: Environmental Protection Agency Telephone: 202-564-8600 Last EDR Contact: 10/27/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies BRS: Biennial Reporting System The Biennial Reporting System is a national system administered by the EPA that collects data on the generation and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LQG) and Treatment, Storage, and Disposal Facilities. Date of Government Version: 12/31/2011 Date Data Arrived at EDR: 02/26/2013 Date Made Active in Reports: 04/19/2013 Number of Days to Update: 52 Source: EPA/NTIS Telephone: 800-424-9346 Last EDR Contact: 08/29/2014 Next Scheduled EDR Contact: 12/08/2014 Data Release Frequency: Biennially CA BOND EXP. PLAN: Bond Expenditure Plan Department of Health Services developed a site-specific expenditure plan as the basis for an appropriation of Hazardous Substance Cleanup Bond Act funds. It is not updated. Date of Government Version: 01/01/1989 Date Data Arrived at EDR: 07/27/1994 Date Made Active in Reports: 08/02/1994 Number of Days to Update: 6 Source: Department of Health Services Telephone: 916-255-2118 Last EDR Contact: 05/31/1994 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned UIC: UIC Listing A listing of wells identified as underground injection wells, in the California Oil and Gas Wells database. Date of Government Version: 07/14/2014 Date Data Arrived at EDR: 09/17/2014 Date Made Active in Reports: 10/23/2014 Number of Days to Update: 36 Source: Deaprtment of Conservation Telephone: 916-445-2408 Last EDR Contact: 09/17/2014 Next Scheduled EDR Contact: 12/29/2014 Data Release Frequency: Varies TC4130815.2s Page GR-21 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING NPDES: NPDES Permits Listing A listing of NPDES permits, including stormwater. Date of Government Version: 08/18/2014 Date Data Arrived at EDR: 08/18/2014 Date Made Active in Reports: 10/06/2014 Number of Days to Update: 49 Source: State Water Resources Control Board Telephone: 916-445-9379 Last EDR Contact: 08/18/2014 Next Scheduled EDR Contact: 12/01/2014 Data Release Frequency: Quarterly CORTESE: "Cortese" Hazardous Waste & Substances Sites List The sites for the list are designated by the State Water Resource Control Board (LUST), the Integrated Waste Board (SWF/LS), and the Department of Toxic Substances Control (Cal-Sites). Date of Government Version: 06/30/2014 Date Data Arrived at EDR: 07/01/2014 Date Made Active in Reports: 07/28/2014 Number of Days to Update: 27 Source: CAL EPA/Office of Emergency Information Telephone: 916-323-3400 Last EDR Contact: 09/30/2014 Next Scheduled EDR Contact: 01/12/2015 Data Release Frequency: Quarterly HIST CORTESE: Hazardous Waste & Substance Site List The sites for the list are designated by the State Water Resource Control Board [LUST], the Integrated Waste Board [SWF/LS], and the Department of Toxic Substances Control [CALSITES]. This listing is no longer updated by the state agency. Date of Government Version: 04/01/2001 Date Data Arrived at EDR: 01/22/2009 Date Made Active in Reports: 04/08/2009 Number of Days to Update: 76 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 01/22/2009 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned NOTIFY 65: Proposition 65 Records Listings of all Proposition 65 incidents reported to counties by the State Water Resources Control Board and the Regional Water Quality Control Board. This database is no longer updated by the reporting agency. Date of Government Version: 10/21/1993 Date Data Arrived at EDR: 11/01/1993 Date Made Active in Reports: 11/19/1993 Number of Days to Update: 18 Source: State Water Resources Control Board Telephone: 916-445-3846 Last EDR Contact: 09/22/2014 Next Scheduled EDR Contact: 01/05/2015 Data Release Frequency: No Update Planned DRYCLEANERS: Cleaner Facilities A list of drycleaner related facilities that have EPA ID numbers. These are facilities with certain SIC codes: power laundries, family and commercial; garment pressing and cleaner’s agents; linen supply; coin-operated laundries and cleaning; drycleaning plants, except rugs; carpet and upholster cleaning; industrial launderers; laundry and garment services. Date of Government Version: 06/28/2014 Date Data Arrived at EDR: 07/03/2014 Date Made Active in Reports: 08/21/2014 Number of Days to Update: 49 Source: Department of Toxic Substance Control Telephone: 916-327-4498 Last EDR Contact: 09/08/2014 Next Scheduled EDR Contact: 12/22/2014 Data Release Frequency: Annually WIP: Well Investigation Program Case List Well Investigation Program case in the San Gabriel and San Fernando Valley area. Date of Government Version: 07/03/2009 Date Data Arrived at EDR: 07/21/2009 Date Made Active in Reports: 08/03/2009 Number of Days to Update: 13 Source: Los Angeles Water Quality Control Board Telephone: 213-576-6726 Last EDR Contact: 09/29/2014 Next Scheduled EDR Contact: 01/12/2015 Data Release Frequency: Varies TC4130815.2s Page GR-22 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING ENF: Enforcement Action Listing A listing of Water Board Enforcement Actions. Formal is everything except Oral/Verbal Communication, Notice of Violation, Expedited Payment Letter, and Staff Enforcement Letter. Date of Government Version: 08/11/2014 Date Data Arrived at EDR: 08/12/2014 Date Made Active in Reports: 09/30/2014 Number of Days to Update: 49 Source: State Water Resoruces Control Board Telephone: 916-445-9379 Last EDR Contact: 11/07/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies HAZNET: Facility and Manifest Data Facility and Manifest Data. The data is extracted from the copies of hazardous waste manifests received each year by the DTSC. The annual volume of manifests is typically 700,000 - 1,000,000 annually, representing approximately 350,000 - 500,000 shipments. Data are from the manifests submitted without correction, and therefore many contain some invalid values for data elements such as generator ID, TSD ID, waste category, and disposal method. Date of Government Version: 12/31/2012 Date Data Arrived at EDR: 07/16/2013 Date Made Active in Reports: 08/26/2013 Number of Days to Update: 41 Source: California Environmental Protection Agency Telephone: 916-255-1136 Last EDR Contact: 10/15/2014 Next Scheduled EDR Contact: 01/26/2015 Data Release Frequency: Annually EMI: Emissions Inventory Data Toxics and criteria pollutant emissions data collected by the ARB and local air pollution agencies. Date of Government Version: 12/31/2012 Date Data Arrived at EDR: 03/25/2014 Date Made Active in Reports: 04/28/2014 Number of Days to Update: 34 Source: California Air Resources Board Telephone: 916-322-2990 Last EDR Contact: 09/26/2014 Next Scheduled EDR Contact: 01/05/2015 Data Release Frequency: Varies INDIAN RESERV: Indian Reservations This map layer portrays Indian administered lands of the United States that have any area equal to or greater than 640 acres. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 12/08/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 34 Source: USGS Telephone: 202-208-3710 Last EDR Contact: 11/07/2014 Next Scheduled EDR Contact: 01/26/2015 Data Release Frequency: Semi-Annually SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners Listing The State Coalition for Remediation of Drycleaners was established in 1998, with support from the U.S. EPA Office of Superfund Remediation and Technology Innovation. It is comprised of representatives of states with established drycleaner remediation programs. Currently the member states are Alabama, Connecticut, Florida, Illinois, Kansas, Minnesota, Missouri, North Carolina, Oregon, South Carolina, Tennessee, Texas, and Wisconsin. Date of Government Version: 03/07/2011 Date Data Arrived at EDR: 03/09/2011 Date Made Active in Reports: 05/02/2011 Number of Days to Update: 54 Source: Environmental Protection Agency Telephone: 615-532-8599 Last EDR Contact: 10/20/2014 Next Scheduled EDR Contact: 02/02/2015 Data Release Frequency: Varies WDS: Waste Discharge System Sites which have been issued waste discharge requirements. Date of Government Version: 06/19/2007 Date Data Arrived at EDR: 06/20/2007 Date Made Active in Reports: 06/29/2007 Number of Days to Update: 9 Source: State Water Resources Control Board Telephone: 916-341-5227 Last EDR Contact: 08/19/2014 Next Scheduled EDR Contact: 12/08/2014 Data Release Frequency: Quarterly TC4130815.2s Page GR-23 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING LEAD SMELTER 2: Lead Smelter Sites A list of several hundred sites in the U.S. where secondary lead smelting was done from 1931and 1964. These sites may pose a threat to public health through ingestion or inhalation of contaminated soil or dust Date of Government Version: 04/05/2001 Date Data Arrived at EDR: 10/27/2010 Date Made Active in Reports: 12/02/2010 Number of Days to Update: 36 Source: American Journal of Public Health Telephone: 703-305-6451 Last EDR Contact: 12/02/2009 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned LEAD SMELTER 1: Lead Smelter Sites A listing of former lead smelter site locations. Date of Government Version: 06/04/2014 Date Data Arrived at EDR: 06/12/2014 Date Made Active in Reports: 07/28/2014 Number of Days to Update: 46 Source: Environmental Protection Agency Telephone: 703-603-8787 Last EDR Contact: 10/06/2014 Next Scheduled EDR Contact: 01/19/2015 Data Release Frequency: Varies 2020 COR ACTION: 2020 Corrective Action Program List The EPA has set ambitious goals for the RCRA Corrective Action program by creating the 2020 Corrective Action Universe. This RCRA cleanup baseline includes facilities expected to need corrective action. The 2020 universe contains a wide variety of sites. Some properties are heavily contaminated while others were contaminated but have since been cleaned up. Still others have not been fully investigated yet, and may require little or no remediation. Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations. Date of Government Version: 11/11/2011 Date Data Arrived at EDR: 05/18/2012 Date Made Active in Reports: 05/25/2012 Number of Days to Update: 7 Source: Environmental Protection Agency Telephone: 703-308-4044 Last EDR Contact: 08/15/2014 Next Scheduled EDR Contact: 11/24/2014 Data Release Frequency: Varies PRP: Potentially Responsible Parties A listing of verified Potentially Responsible Parties Date of Government Version: 10/25/2013 Date Data Arrived at EDR: 10/17/2014 Date Made Active in Reports: 10/20/2014 Number of Days to Update: 3 Source: EPA Telephone: 202-564-6023 Last EDR Contact: 09/30/2014 Next Scheduled EDR Contact: 01/12/2015 Data Release Frequency: Quarterly EPA WATCH LIST: EPA WATCH LIST EPA maintains a "Watch List" to facilitate dialogue between EPA, state and local environmental agencies on enforcement matters relating to facilities with alleged violations identified as either significant or high priority. Being on the Watch List does not mean that the facility has actually violated the law only that an investigation by EPA or a state or local environmental agency has led those organizations to allege that an unproven violation has in fact occurred. Being on the Watch List does not represent a higher level of concern regarding the alleged violations that were detected, but instead indicates cases requiring additional dialogue between EPA, state and local agencies - primarily because of the length of time the alleged violation has gone unaddressed or unresolved. Date of Government Version: 08/30/2013 Date Data Arrived at EDR: 03/21/2014 Date Made Active in Reports: 06/17/2014 Number of Days to Update: 88 Source: Environmental Protection Agency Telephone: 617-520-3000 Last EDR Contact: 08/15/2014 Next Scheduled EDR Contact: 11/24/2014 Data Release Frequency: Quarterly PROC: Certified Processors Database A listing of certified processors. TC4130815.2s Page GR-24 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 09/16/2014 Date Data Arrived at EDR: 09/17/2014 Date Made Active in Reports: 10/23/2014 Number of Days to Update: 36 Source: Department of Conservation Telephone: 916-323-3836 Last EDR Contact: 09/17/2014 Next Scheduled EDR Contact: 12/29/2014 Data Release Frequency: Quarterly Financial Assurance 1: Financial Assurance Information Listing Financial Assurance information Date of Government Version: 07/31/2014 Date Data Arrived at EDR: 08/05/2014 Date Made Active in Reports: 09/26/2014 Number of Days to Update: 52 Source: Department of Toxic Substances Control Telephone: 916-255-3628 Last EDR Contact: 10/27/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies Financial Assurance 2: Financial Assurance Information Listing A listing of financial assurance information for solid waste facilities. Financial assurance is intended to ensure that resources are available to pay for the cost of closure, post-closure care, and corrective measures if the owner or operator of a regulated facility is unable or unwilling to pay. Date of Government Version: 08/14/2014 Date Data Arrived at EDR: 08/18/2014 Date Made Active in Reports: 10/06/2014 Number of Days to Update: 49 Source: California Integrated Waste Management Board Telephone: 916-341-6066 Last EDR Contact: 08/14/2014 Next Scheduled EDR Contact: 12/01/2014 Data Release Frequency: Varies PCB TRANSFORMER: PCB Transformer Registration Database The database of PCB transformer registrations that includes all PCB registration submittals. Date of Government Version: 02/01/2011 Date Data Arrived at EDR: 10/19/2011 Date Made Active in Reports: 01/10/2012 Number of Days to Update: 83 Source: Environmental Protection Agency Telephone: 202-566-0517 Last EDR Contact: 10/31/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies COAL ASH EPA: Coal Combustion Residues Surface Impoundments List A listing of coal combustion residues surface impoundments with high hazard potential ratings. Date of Government Version: 07/01/2014 Date Data Arrived at EDR: 09/10/2014 Date Made Active in Reports: 10/20/2014 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: N/A Last EDR Contact: 09/10/2014 Next Scheduled EDR Contact: 12/22/2014 Data Release Frequency: Varies HWP: EnviroStor Permitted Facilities Listing Detailed information on permitted hazardous waste facilities and corrective action ("cleanups") tracked in EnviroStor. Date of Government Version: 08/26/2014 Date Data Arrived at EDR: 08/26/2014 Date Made Active in Reports: 10/06/2014 Number of Days to Update: 41 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 08/26/2014 Next Scheduled EDR Contact: 12/08/2014 Data Release Frequency: Quarterly HWT: Registered Hazardous Waste Transporter Database A listing of hazardous waste transporters. In California, unless specifically exempted, it is unlawful for any person to transport hazardous wastes unless the person holds a valid registration issued by DTSC. A hazardous waste transporter registration is valid for one year and is assigned a unique registration number. Date of Government Version: 07/14/2014 Date Data Arrived at EDR: 07/15/2014 Date Made Active in Reports: 07/28/2014 Number of Days to Update: 13 Source: Department of Toxic Substances Control Telephone: 916-440-7145 Last EDR Contact: 10/15/2014 Next Scheduled EDR Contact: 01/26/2015 Data Release Frequency: Quarterly TC4130815.2s Page GR-25 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING COAL ASH DOE: Sleam-Electric Plan Operation Data A listing of power plants that store ash in surface ponds. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 08/07/2009 Date Made Active in Reports: 10/22/2009 Number of Days to Update: 76 Source: Department of Energy Telephone: 202-586-8719 Last EDR Contact: 10/17/2014 Next Scheduled EDR Contact: 01/26/2015 Data Release Frequency: Varies US FIN ASSUR: Financial Assurance Information All owners and operators of facilities that treat, store, or dispose of hazardous waste are required to provide proof that they will have sufficient funds to pay for the clean up, closure, and post-closure care of their facilities. Date of Government Version: 09/04/2014 Date Data Arrived at EDR: 09/04/2014 Date Made Active in Reports: 10/20/2014 Number of Days to Update: 46 Source: Environmental Protection Agency Telephone: 202-566-1917 Last EDR Contact: 11/11/2014 Next Scheduled EDR Contact: 03/02/2015 Data Release Frequency: Quarterly MWMP: Medical Waste Management Program Listing The Medical Waste Management Program (MWMP) ensures the proper handling and disposal of medical waste by permitting and inspecting medical waste Offsite Treatment Facilities (PDF) and Transfer Stations (PDF) throughout the state. MWMP also oversees all Medical Waste Transporters. Date of Government Version: 08/20/2014 Date Data Arrived at EDR: 09/10/2014 Date Made Active in Reports: 10/23/2014 Number of Days to Update: 43 Source: Department of Public Health Telephone: 916-558-1784 Last EDR Contact: 09/10/2014 Next Scheduled EDR Contact: 12/22/2014 Data Release Frequency: Varies US AIRS MINOR: Air Facility System Data A listing of minor source facilities. Date of Government Version: 10/23/2013 Date Data Arrived at EDR: 11/06/2013 Date Made Active in Reports: 12/06/2013 Number of Days to Update: 30 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 09/29/2014 Next Scheduled EDR Contact: 01/12/2015 Data Release Frequency: Annually US AIRS (AFS): Aerometric Information Retrieval System Facility Subsystem (AFS) The database is a sub-system of Aerometric Information Retrieval System (AIRS). AFS contains compliance data on air pollution point sources regulated by the U.S. EPA and/or state and local air regulatory agencies. This information comes from source reports by various stationary sources of air pollution, such as electric power plants, steel mills, factories, and universities, and provides information about the air pollutants they produce. Action, air program, air program pollutant, and general level plant data. It is used to track emissions and compliance data from industrial plants. Date of Government Version: 10/23/2013 Date Data Arrived at EDR: 11/06/2013 Date Made Active in Reports: 12/06/2013 Number of Days to Update: 30 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 09/29/2014 Next Scheduled EDR Contact: 01/12/2015 Data Release Frequency: Annually FEDLAND: Federal and Indian Lands Federally and Indian administrated lands of the United States. Lands included are administrated by: Army Corps of Engineers, Bureau of Reclamation, National Wild and Scenic River, National Wildlife Refuge, Public Domain Land, Wilderness, Wilderness Study Area, Wildlife Management Area, Bureau of Indian Affairs, Bureau of Land Management, Department of Justice, Forest Service, Fish and Wildlife Service, National Park Service. TC4130815.2s Page GR-26 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 02/06/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 339 Source: U.S. Geological Survey Telephone: 888-275-8747 Last EDR Contact: 11/07/2014 Next Scheduled EDR Contact: 01/26/2015 Data Release Frequency: N/A EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP: EDR Proprietary Manufactured Gas Plants The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants (manufactured gas plants) compiled by EDR’s researchers. Manufactured gas sites were used in the United States from the 1800’s to 1950’s to produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixture of coal, oil, and water that also produced a significant amount of waste. Many of the byproducts of the gas production, such as coal tar (oily waste containing volatile and non-volatile chemicals), sludges, oils and other compounds are potentially hazardous to human health and the environment. The byproduct from this process was frequently disposed of directly at the plant site and can remain or spread slowly, serving as a continuous source of soil and groundwater contamination. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned EDR US Hist Auto Stat: EDR Exclusive Historic Gas Stations EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies EDR US Hist Cleaners: EDR Exclusive Historic Dry Cleaners EDR has searched selected national collections of business directories and has collected listings of potential dry cleaner sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include dry cleaning establishments. The categories reviewed included, but were not limited to dry cleaners, cleaners, laundry, laundromat, cleaning/laundry, wash & dry etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives TC4130815.2s Page GR-27 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING RGA LUST: Recovered Government Archive Leaking Underground Storage Tank The EDR Recovered Government Archive Leaking Underground Storage Tank database provides a list of LUST incidents derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the State Water Resources Control Board in California. Date of Government Version: N/A Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 12/30/2013 Number of Days to Update: 182 Source: State Water Resources Control Board Telephone: N/A Last EDR Contact: 06/01/2012 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies RGA LF: Recovered Government Archive Solid Waste Facilities List The EDR Recovered Government Archive Landfill database provides a list of landfills derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Resources Recycling and Recovery in California. Date of Government Version: N/A Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 01/13/2014 Number of Days to Update: 196 Source: Department of Resources Recycling and Recovery Telephone: N/A Last EDR Contact: 06/01/2012 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies COUNTY RECORDS ALAMEDA COUNTY: Contaminated Sites A listing of contaminated sites overseen by the Toxic Release Program (oil and groundwater contamination from chemical releases and spills) and the Leaking Underground Storage Tank Program (soil and ground water contamination from leaking petroleum USTs). Date of Government Version: 07/25/2014 Date Data Arrived at EDR: 07/28/2014 Date Made Active in Reports: 09/15/2014 Number of Days to Update: 49 Source: Alameda County Environmental Health Services Telephone: 510-567-6700 Last EDR Contact: 09/29/2014 Next Scheduled EDR Contact: 01/12/2015 Data Release Frequency: Semi-Annually Underground Tanks Underground storage tank sites located in Alameda county. Date of Government Version: 07/25/2014 Date Data Arrived at EDR: 07/28/2014 Date Made Active in Reports: 08/20/2014 Number of Days to Update: 23 Source: Alameda County Environmental Health Services Telephone: 510-567-6700 Last EDR Contact: 09/29/2014 Next Scheduled EDR Contact: 01/12/2015 Data Release Frequency: Semi-Annually AMADOR COUNTY: CUPA Facility List Cupa Facility List Date of Government Version: 09/08/2014 Date Data Arrived at EDR: 09/09/2014 Date Made Active in Reports: 09/24/2014 Number of Days to Update: 15 Source: Amador County Environmental Health Telephone: 209-223-6439 Last EDR Contact: 09/08/2014 Next Scheduled EDR Contact: 12/22/2014 Data Release Frequency: Varies BUTTE COUNTY: TC4130815.2s Page GR-28 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA Facility Listing Cupa facility list. Date of Government Version: 08/01/2013 Date Data Arrived at EDR: 08/02/2013 Date Made Active in Reports: 08/22/2013 Number of Days to Update: 20 Source: Public Health Department Telephone: 530-538-7149 Last EDR Contact: 11/06/2014 Next Scheduled EDR Contact: 01/26/2015 Data Release Frequency: No Update Planned CALVERAS COUNTY: CUPA Facility Listing Cupa Facility Listing Date of Government Version: 07/02/2014 Date Data Arrived at EDR: 07/03/2014 Date Made Active in Reports: 07/30/2014 Number of Days to Update: 27 Source: Calveras County Environmental Health Telephone: 209-754-6399 Last EDR Contact: 09/29/2014 Next Scheduled EDR Contact: 01/12/2015 Data Release Frequency: Quarterly COLUSA COUNTY: CUPA Facility List Cupa facility list. Date of Government Version: 06/11/2014 Date Data Arrived at EDR: 06/13/2014 Date Made Active in Reports: 07/07/2014 Number of Days to Update: 24 Source: Health & Human Services Telephone: 530-458-0396 Last EDR Contact: 11/07/2014 Next Scheduled EDR Contact: 02/23/2015 Data Release Frequency: Varies CONTRA COSTA COUNTY: Site List List includes sites from the underground tank, hazardous waste generator and business plan/2185 programs. Date of Government Version: 08/11/2014 Date Data Arrived at EDR: 08/14/2014 Date Made Active in Reports: 10/09/2014 Number of Days to Update: 56 Source: Contra Costa Health Services Department Telephone: 925-646-2286 Last EDR Contact: 11/03/2014 Next Scheduled EDR Contact: 02/16/2015 Data Release Frequency: Semi-Annually DEL NORTE COUNTY: CUPA Facility List Cupa Facility list Date of Government Version: 07/31/2014 Date Data Arrived at EDR: 08/05/2014 Date Made Active in Reports: 09/26/2014 Number of Days to Update: 52 Source: Del Norte County Environmental Health Division Telephone: 707-465-0426 Last EDR Contact: 11/03/2014 Next Scheduled EDR Contact: 02/16/2015 Data Release Frequency: Varies EL DORADO COUNTY: TC4130815.2s Page GR-29 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA Facility List CUPA facility list. Date of Government Version: 08/25/2014 Date Data Arrived at EDR: 08/26/2014 Date Made Active in Reports: 09/29/2014 Number of Days to Update: 34 Source: El Dorado County Environmental Management Department Telephone: 530-621-6623 Last EDR Contact: 11/03/2014 Next Scheduled EDR Contact: 02/16/2015 Data Release Frequency: Varies FRESNO COUNTY: CUPA Resources List Certified Unified Program Agency. CUPA’s are responsible for implementing a unified hazardous materials and hazardous waste management regulatory program. The agency provides oversight of businesses that deal with hazardous materials, operate underground storage tanks or aboveground storage tanks. Date of Government Version: 06/30/2014 Date Data Arrived at EDR: 07/15/2014 Date Made Active in Reports: 08/19/2014 Number of Days to Update: 35 Source: Dept. of Community Health Telephone: 559-445-3271 Last EDR Contact: 10/10/2014 Next Scheduled EDR Contact: 01/19/2015 Data Release Frequency: Semi-Annually HUMBOLDT COUNTY: CUPA Facility List CUPA facility list. Date of Government Version: 09/10/2014 Date Data Arrived at EDR: 09/11/2014 Date Made Active in Reports: 09/25/2014 Number of Days to Update: 14 Source: Humboldt County Environmental Health Telephone: N/A Last EDR Contact: 08/20/2014 Next Scheduled EDR Contact: 12/08/2014 Data Release Frequency: Varies IMPERIAL COUNTY: CUPA Facility List Cupa facility list. Date of Government Version: 07/28/2014 Date Data Arrived at EDR: 07/30/2014 Date Made Active in Reports: 09/15/2014 Number of Days to Update: 47 Source: San Diego Border Field Office Telephone: 760-339-2777 Last EDR Contact: 10/27/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies INYO COUNTY: CUPA Facility List Cupa facility list. Date of Government Version: 09/10/2013 Date Data Arrived at EDR: 09/11/2013 Date Made Active in Reports: 10/14/2013 Number of Days to Update: 33 Source: Inyo County Environmental Health Services Telephone: 760-878-0238 Last EDR Contact: 08/20/2014 Next Scheduled EDR Contact: 12/08/2014 Data Release Frequency: Varies KERN COUNTY: TC4130815.2s Page GR-30 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Underground Storage Tank Sites & Tank Listing Kern County Sites and Tanks Listing. Date of Government Version: 08/31/2010 Date Data Arrived at EDR: 09/01/2010 Date Made Active in Reports: 09/30/2010 Number of Days to Update: 29 Source: Kern County Environment Health Services Department Telephone: 661-862-8700 Last EDR Contact: 11/05/2014 Next Scheduled EDR Contact: 02/23/2015 Data Release Frequency: Quarterly KINGS COUNTY: CUPA Facility List A listing of sites included in the county’s Certified Unified Program Agency database. California’s Secretary for Environmental Protection established the unified hazardous materials and hazardous waste regulatory program as required by chapter 6.11 of the California Health and Safety Code. The Unified Program consolidates the administration, permits, inspections, and enforcement activities. Date of Government Version: 08/21/2014 Date Data Arrived at EDR: 08/26/2014 Date Made Active in Reports: 09/29/2014 Number of Days to Update: 34 Source: Kings County Department of Public Health Telephone: 559-584-1411 Last EDR Contact: 08/20/2014 Next Scheduled EDR Contact: 12/08/2014 Data Release Frequency: Varies LAKE COUNTY: CUPA Facility List Cupa facility list Date of Government Version: 07/23/2014 Date Data Arrived at EDR: 07/25/2014 Date Made Active in Reports: 08/22/2014 Number of Days to Update: 28 Source: Lake County Environmental Health Telephone: 707-263-1164 Last EDR Contact: 10/20/2014 Next Scheduled EDR Contact: 02/02/2015 Data Release Frequency: Varies LOS ANGELES COUNTY: San Gabriel Valley Areas of Concern San Gabriel Valley areas where VOC contamination is at or above the MCL as designated by region 9 EPA office. Date of Government Version: 03/30/2009 Date Data Arrived at EDR: 03/31/2009 Date Made Active in Reports: 10/23/2009 Number of Days to Update: 206 Source: EPA Region 9 Telephone: 415-972-3178 Last EDR Contact: 09/22/2014 Next Scheduled EDR Contact: 01/05/2015 Data Release Frequency: No Update Planned HMS: Street Number List Industrial Waste and Underground Storage Tank Sites. Date of Government Version: 03/31/2014 Date Data Arrived at EDR: 06/06/2014 Date Made Active in Reports: 07/17/2014 Number of Days to Update: 41 Source: Department of Public Works Telephone: 626-458-3517 Last EDR Contact: 10/14/2014 Next Scheduled EDR Contact: 01/26/2015 Data Release Frequency: Semi-Annually List of Solid Waste Facilities Solid Waste Facilities in Los Angeles County. TC4130815.2s Page GR-31 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 07/21/2014 Date Data Arrived at EDR: 07/21/2014 Date Made Active in Reports: 08/19/2014 Number of Days to Update: 29 Source: La County Department of Public Works Telephone: 818-458-5185 Last EDR Contact: 10/22/2014 Next Scheduled EDR Contact: 02/02/2015 Data Release Frequency: Varies City of Los Angeles Landfills Landfills owned and maintained by the City of Los Angeles. Date of Government Version: 03/05/2009 Date Data Arrived at EDR: 03/10/2009 Date Made Active in Reports: 04/08/2009 Number of Days to Update: 29 Source: Engineering & Construction Division Telephone: 213-473-7869 Last EDR Contact: 10/17/2014 Next Scheduled EDR Contact: 02/02/2015 Data Release Frequency: Varies Site Mitigation List Industrial sites that have had some sort of spill or complaint. Date of Government Version: 01/07/2014 Date Data Arrived at EDR: 02/25/2014 Date Made Active in Reports: 03/25/2014 Number of Days to Update: 28 Source: Community Health Services Telephone: 323-890-7806 Last EDR Contact: 10/17/2014 Next Scheduled EDR Contact: 02/02/2015 Data Release Frequency: Annually City of El Segundo Underground Storage Tank Underground storage tank sites located in El Segundo city. Date of Government Version: 07/23/2014 Date Data Arrived at EDR: 07/28/2014 Date Made Active in Reports: 08/20/2014 Number of Days to Update: 23 Source: City of El Segundo Fire Department Telephone: 310-524-2236 Last EDR Contact: 10/20/2014 Next Scheduled EDR Contact: 02/02/2015 Data Release Frequency: Semi-Annually City of Long Beach Underground Storage Tank Underground storage tank sites located in the city of Long Beach. Date of Government Version: 07/28/2014 Date Data Arrived at EDR: 07/28/2014 Date Made Active in Reports: 08/20/2014 Number of Days to Update: 23 Source: City of Long Beach Fire Department Telephone: 562-570-2563 Last EDR Contact: 10/27/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Annually City of Torrance Underground Storage Tank Underground storage tank sites located in the city of Torrance. Date of Government Version: 01/13/2014 Date Data Arrived at EDR: 03/27/2014 Date Made Active in Reports: 04/28/2014 Number of Days to Update: 32 Source: City of Torrance Fire Department Telephone: 310-618-2973 Last EDR Contact: 10/10/2014 Next Scheduled EDR Contact: 01/26/2015 Data Release Frequency: Semi-Annually MADERA COUNTY: CUPA Facility List A listing of sites included in the county’s Certified Unified Program Agency database. California’s Secretary for Environmental Protection established the unified hazardous materials and hazardous waste regulatory program as required by chapter 6.11 of the California Health and Safety Code. The Unified Program consolidates the administration, permits, inspections, and enforcement activities. TC4130815.2s Page GR-32 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 06/09/2014 Date Data Arrived at EDR: 06/11/2014 Date Made Active in Reports: 06/27/2014 Number of Days to Update: 16 Source: Madera County Environmental Health Telephone: 559-675-7823 Last EDR Contact: 08/26/2014 Next Scheduled EDR Contact: 12/08/2014 Data Release Frequency: Varies MARIN COUNTY: Underground Storage Tank Sites Currently permitted USTs in Marin County. Date of Government Version: 07/02/2014 Date Data Arrived at EDR: 07/07/2014 Date Made Active in Reports: 08/18/2014 Number of Days to Update: 42 Source: Public Works Department Waste Management Telephone: 415-499-6647 Last EDR Contact: 10/20/2014 Next Scheduled EDR Contact: 01/19/2015 Data Release Frequency: Semi-Annually MERCED COUNTY: CUPA Facility List CUPA facility list. Date of Government Version: 08/20/2014 Date Data Arrived at EDR: 08/26/2014 Date Made Active in Reports: 09/30/2014 Number of Days to Update: 35 Source: Merced County Environmental Health Telephone: 209-381-1094 Last EDR Contact: 08/20/2014 Next Scheduled EDR Contact: 12/08/2014 Data Release Frequency: Varies MONO COUNTY: CUPA Facility List CUPA Facility List Date of Government Version: 09/02/2014 Date Data Arrived at EDR: 09/05/2014 Date Made Active in Reports: 09/24/2014 Number of Days to Update: 19 Source: Mono County Health Department Telephone: 760-932-5580 Last EDR Contact: 09/02/2014 Next Scheduled EDR Contact: 12/15/2014 Data Release Frequency: Varies MONTEREY COUNTY: CUPA Facility Listing CUPA Program listing from the Environmental Health Division. Date of Government Version: 06/09/2014 Date Data Arrived at EDR: 06/11/2014 Date Made Active in Reports: 07/09/2014 Number of Days to Update: 28 Source: Monterey County Health Department Telephone: 831-796-1297 Last EDR Contact: 08/26/2014 Next Scheduled EDR Contact: 12/08/2014 Data Release Frequency: Varies NAPA COUNTY: Sites With Reported Contamination A listing of leaking underground storage tank sites located in Napa county. TC4130815.2s Page GR-33 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/05/2011 Date Data Arrived at EDR: 12/06/2011 Date Made Active in Reports: 02/07/2012 Number of Days to Update: 63 Source: Napa County Department of Environmental Management Telephone: 707-253-4269 Last EDR Contact: 08/28/2014 Next Scheduled EDR Contact: 12/15/2014 Data Release Frequency: No Update Planned Closed and Operating Underground Storage Tank Sites Underground storage tank sites located in Napa county. Date of Government Version: 01/15/2008 Date Data Arrived at EDR: 01/16/2008 Date Made Active in Reports: 02/08/2008 Number of Days to Update: 23 Source: Napa County Department of Environmental Management Telephone: 707-253-4269 Last EDR Contact: 08/28/2014 Next Scheduled EDR Contact: 12/15/2014 Data Release Frequency: No Update Planned NEVADA COUNTY: CUPA Facility List CUPA facility list. Date of Government Version: 09/16/2014 Date Data Arrived at EDR: 09/18/2014 Date Made Active in Reports: 09/25/2014 Number of Days to Update: 7 Source: Community Development Agency Telephone: 530-265-1467 Last EDR Contact: 11/03/2014 Next Scheduled EDR Contact: 02/16/2015 Data Release Frequency: Varies ORANGE COUNTY: List of Industrial Site Cleanups Petroleum and non-petroleum spills. Date of Government Version: 08/01/2014 Date Data Arrived at EDR: 08/12/2014 Date Made Active in Reports: 10/03/2014 Number of Days to Update: 52 Source: Health Care Agency Telephone: 714-834-3446 Last EDR Contact: 11/05/2014 Next Scheduled EDR Contact: 02/23/2015 Data Release Frequency: Annually List of Underground Storage Tank Cleanups Orange County Underground Storage Tank Cleanups (LUST). Date of Government Version: 08/01/2014 Date Data Arrived at EDR: 08/12/2014 Date Made Active in Reports: 09/26/2014 Number of Days to Update: 45 Source: Health Care Agency Telephone: 714-834-3446 Last EDR Contact: 11/05/2014 Next Scheduled EDR Contact: 02/23/2015 Data Release Frequency: Quarterly List of Underground Storage Tank Facilities Orange County Underground Storage Tank Facilities (UST). Date of Government Version: 08/01/2014 Date Data Arrived at EDR: 08/12/2014 Date Made Active in Reports: 08/20/2014 Number of Days to Update: 8 Source: Health Care Agency Telephone: 714-834-3446 Last EDR Contact: 11/10/2014 Next Scheduled EDR Contact: 02/23/2015 Data Release Frequency: Quarterly PLACER COUNTY: TC4130815.2s Page GR-34 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Master List of Facilities List includes aboveground tanks, underground tanks and cleanup sites. Date of Government Version: 06/09/2014 Date Data Arrived at EDR: 06/10/2014 Date Made Active in Reports: 07/09/2014 Number of Days to Update: 29 Source: Placer County Health and Human Services Telephone: 530-745-2363 Last EDR Contact: 09/22/2014 Next Scheduled EDR Contact: 12/22/2014 Data Release Frequency: Semi-Annually RIVERSIDE COUNTY: Listing of Underground Tank Cleanup Sites Riverside County Underground Storage Tank Cleanup Sites (LUST). Date of Government Version: 07/08/2014 Date Data Arrived at EDR: 07/11/2014 Date Made Active in Reports: 07/28/2014 Number of Days to Update: 17 Source: Department of Environmental Health Telephone: 951-358-5055 Last EDR Contact: 09/22/2014 Next Scheduled EDR Contact: 01/05/2015 Data Release Frequency: Quarterly Underground Storage Tank Tank List Underground storage tank sites located in Riverside county. Date of Government Version: 07/08/2014 Date Data Arrived at EDR: 07/11/2014 Date Made Active in Reports: 08/18/2014 Number of Days to Update: 38 Source: Department of Environmental Health Telephone: 951-358-5055 Last EDR Contact: 09/22/2014 Next Scheduled EDR Contact: 01/05/2015 Data Release Frequency: Quarterly SACRAMENTO COUNTY: Toxic Site Clean-Up List List of sites where unauthorized releases of potentially hazardous materials have occurred. Date of Government Version: 02/06/2014 Date Data Arrived at EDR: 04/08/2014 Date Made Active in Reports: 04/29/2014 Number of Days to Update: 21 Source: Sacramento County Environmental Management Telephone: 916-875-8406 Last EDR Contact: 10/06/2014 Next Scheduled EDR Contact: 01/19/2015 Data Release Frequency: Quarterly Master Hazardous Materials Facility List Any business that has hazardous materials on site - hazardous material storage sites, underground storage tanks, waste generators. Date of Government Version: 05/05/2014 Date Data Arrived at EDR: 07/17/2014 Date Made Active in Reports: 07/28/2014 Number of Days to Update: 11 Source: Sacramento County Environmental Management Telephone: 916-875-8406 Last EDR Contact: 10/21/2014 Next Scheduled EDR Contact: 01/19/2015 Data Release Frequency: Quarterly SAN BERNARDINO COUNTY: Hazardous Material Permits This listing includes underground storage tanks, medical waste handlers/generators, hazardous materials handlers, hazardous waste generators, and waste oil generators/handlers. TC4130815.2s Page GR-35 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 08/06/2014 Date Data Arrived at EDR: 08/07/2014 Date Made Active in Reports: 09/30/2014 Number of Days to Update: 54 Source: San Bernardino County Fire Department Hazardous Materials Division Telephone: 909-387-3041 Last EDR Contact: 11/10/2014 Next Scheduled EDR Contact: 02/23/2015 Data Release Frequency: Quarterly SAN DIEGO COUNTY: Hazardous Materials Management Division Database The database includes: HE58 - This report contains the business name, site address, business phone number, establishment ’H’ permit number, type of permit, and the business status. HE17 - In addition to providing the same information provided in the HE58 listing, HE17 provides inspection dates, violations received by the establishment, hazardous waste generated, the quantity, method of storage, treatment/disposal of waste and the hauler, and information on underground storage tanks. Unauthorized Release List - Includes a summary of environmental contamination cases in San Diego County (underground tank cases, non-tank cases, groundwater contamination, and soil contamination are included.) Date of Government Version: 09/23/2013 Date Data Arrived at EDR: 09/24/2013 Date Made Active in Reports: 10/17/2013 Number of Days to Update: 23 Source: Hazardous Materials Management Division Telephone: 619-338-2268 Last EDR Contact: 10/21/2014 Next Scheduled EDR Contact: 12/22/2014 Data Release Frequency: Quarterly Solid Waste Facilities San Diego County Solid Waste Facilities. Date of Government Version: 10/31/2013 Date Data Arrived at EDR: 11/19/2013 Date Made Active in Reports: 12/31/2013 Number of Days to Update: 42 Source: Department of Health Services Telephone: 619-338-2209 Last EDR Contact: 10/27/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies Environmental Case Listing The listing contains all underground tank release cases and projects pertaining to properties contaminated with hazardous substances that are actively under review by the Site Assessment and Mitigation Program. Date of Government Version: 03/23/2010 Date Data Arrived at EDR: 06/15/2010 Date Made Active in Reports: 07/09/2010 Number of Days to Update: 24 Source: San Diego County Department of Environmental Health Telephone: 619-338-2371 Last EDR Contact: 09/08/2014 Next Scheduled EDR Contact: 12/22/2014 Data Release Frequency: No Update Planned SAN FRANCISCO COUNTY: Local Oversite Facilities A listing of leaking underground storage tank sites located in San Francisco county. Date of Government Version: 09/19/2008 Date Data Arrived at EDR: 09/19/2008 Date Made Active in Reports: 09/29/2008 Number of Days to Update: 10 Source: Department Of Public Health San Francisco County Telephone: 415-252-3920 Last EDR Contact: 11/05/2014 Next Scheduled EDR Contact: 02/23/2015 Data Release Frequency: Quarterly Underground Storage Tank Information Underground storage tank sites located in San Francisco county. Date of Government Version: 11/29/2010 Date Data Arrived at EDR: 03/10/2011 Date Made Active in Reports: 03/15/2011 Number of Days to Update: 5 Source: Department of Public Health Telephone: 415-252-3920 Last EDR Contact: 11/05/2014 Next Scheduled EDR Contact: 02/23/2015 Data Release Frequency: Quarterly SAN JOAQUIN COUNTY: TC4130815.2s Page GR-36 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING San Joaquin Co. UST A listing of underground storage tank locations in San Joaquin county. Date of Government Version: 06/20/2014 Date Data Arrived at EDR: 06/23/2014 Date Made Active in Reports: 07/11/2014 Number of Days to Update: 18 Source: Environmental Health Department Telephone: N/A Last EDR Contact: 09/22/2014 Next Scheduled EDR Contact: 01/05/2015 Data Release Frequency: Semi-Annually SAN LUIS OBISPO COUNTY: CUPA Facility List Cupa Facility List. Date of Government Version: 08/22/2014 Date Data Arrived at EDR: 08/26/2014 Date Made Active in Reports: 10/01/2014 Number of Days to Update: 36 Source: San Luis Obispo County Public Health Department Telephone: 805-781-5596 Last EDR Contact: 08/20/2014 Next Scheduled EDR Contact: 12/08/2014 Data Release Frequency: Varies SAN MATEO COUNTY: Business Inventory List includes Hazardous Materials Business Plan, hazardous waste generators, and underground storage tanks. Date of Government Version: 07/07/2014 Date Data Arrived at EDR: 08/12/2014 Date Made Active in Reports: 10/03/2014 Number of Days to Update: 52 Source: San Mateo County Environmental Health Services Division Telephone: 650-363-1921 Last EDR Contact: 09/15/2014 Next Scheduled EDR Contact: 12/29/2014 Data Release Frequency: Annually Fuel Leak List A listing of leaking underground storage tank sites located in San Mateo county. Date of Government Version: 09/15/2014 Date Data Arrived at EDR: 09/16/2014 Date Made Active in Reports: 10/22/2014 Number of Days to Update: 36 Source: San Mateo County Environmental Health Services Division Telephone: 650-363-1921 Last EDR Contact: 09/15/2014 Next Scheduled EDR Contact: 12/29/2014 Data Release Frequency: Semi-Annually SANTA BARBARA COUNTY: CUPA Facility Listing CUPA Program Listing from the Environmental Health Services division. Date of Government Version: 09/08/2011 Date Data Arrived at EDR: 09/09/2011 Date Made Active in Reports: 10/07/2011 Number of Days to Update: 28 Source: Santa Barbara County Public Health Department Telephone: 805-686-8167 Last EDR Contact: 10/21/2014 Next Scheduled EDR Contact: 12/08/2014 Data Release Frequency: Varies SANTA CLARA COUNTY: Cupa Facility List Cupa facility list TC4130815.2s Page GR-37 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 08/22/2014 Date Data Arrived at EDR: 08/26/2014 Date Made Active in Reports: 10/03/2014 Number of Days to Update: 38 Source: Department of Environmental Health Telephone: 408-918-1973 Last EDR Contact: 08/22/2014 Next Scheduled EDR Contact: 09/15/2014 Data Release Frequency: Varies HIST LUST - Fuel Leak Site Activity Report A listing of open and closed leaking underground storage tanks. This listing is no longer updated by the county. Leaking underground storage tanks are now handled by the Department of Environmental Health. Date of Government Version: 03/29/2005 Date Data Arrived at EDR: 03/30/2005 Date Made Active in Reports: 04/21/2005 Number of Days to Update: 22 Source: Santa Clara Valley Water District Telephone: 408-265-2600 Last EDR Contact: 03/23/2009 Next Scheduled EDR Contact: 06/22/2009 Data Release Frequency: No Update Planned LOP Listing A listing of leaking underground storage tanks located in Santa Clara county. Date of Government Version: 03/03/2014 Date Data Arrived at EDR: 03/05/2014 Date Made Active in Reports: 03/18/2014 Number of Days to Update: 13 Source: Department of Environmental Health Telephone: 408-918-3417 Last EDR Contact: 09/02/2014 Next Scheduled EDR Contact: 12/15/2014 Data Release Frequency: Annually Hazardous Material Facilities Hazardous material facilities, including underground storage tank sites. Date of Government Version: 08/14/2014 Date Data Arrived at EDR: 08/18/2014 Date Made Active in Reports: 10/03/2014 Number of Days to Update: 46 Source: City of San Jose Fire Department Telephone: 408-535-7694 Last EDR Contact: 11/07/2014 Next Scheduled EDR Contact: 02/23/2015 Data Release Frequency: Annually SANTA CRUZ COUNTY: CUPA Facility List CUPA facility listing. Date of Government Version: 09/09/2014 Date Data Arrived at EDR: 09/11/2014 Date Made Active in Reports: 09/25/2014 Number of Days to Update: 14 Source: Santa Cruz County Environmental Health Telephone: 831-464-2761 Last EDR Contact: 09/08/2014 Next Scheduled EDR Contact: 12/08/2014 Data Release Frequency: Varies SHASTA COUNTY: CUPA Facility List Cupa Facility List. Date of Government Version: 09/16/2014 Date Data Arrived at EDR: 09/18/2014 Date Made Active in Reports: 10/22/2014 Number of Days to Update: 34 Source: Shasta County Department of Resource Management Telephone: 530-225-5789 Last EDR Contact: 08/26/2014 Next Scheduled EDR Contact: 12/08/2014 Data Release Frequency: Varies SOLANO COUNTY: TC4130815.2s Page GR-38 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Leaking Underground Storage Tanks A listing of leaking underground storage tank sites located in Solano county. Date of Government Version: 06/19/2014 Date Data Arrived at EDR: 06/26/2014 Date Made Active in Reports: 07/25/2014 Number of Days to Update: 29 Source: Solano County Department of Environmental Management Telephone: 707-784-6770 Last EDR Contact: 09/15/2014 Next Scheduled EDR Contact: 12/29/2014 Data Release Frequency: Quarterly Underground Storage Tanks Underground storage tank sites located in Solano county. Date of Government Version: 06/19/2014 Date Data Arrived at EDR: 06/26/2014 Date Made Active in Reports: 07/25/2014 Number of Days to Update: 29 Source: Solano County Department of Environmental Management Telephone: 707-784-6770 Last EDR Contact: 09/15/2014 Next Scheduled EDR Contact: 12/29/2014 Data Release Frequency: Quarterly SONOMA COUNTY: Cupa Facility List Cupa Facility list Date of Government Version: 06/26/2014 Date Data Arrived at EDR: 08/20/2014 Date Made Active in Reports: 10/06/2014 Number of Days to Update: 47 Source: County of Sonoma Fire & Emergency Services Department Telephone: 707-565-1174 Last EDR Contact: 09/29/2014 Next Scheduled EDR Contact: 01/12/2015 Data Release Frequency: Varies Leaking Underground Storage Tank Sites A listing of leaking underground storage tank sites located in Sonoma county. Date of Government Version: 07/01/2014 Date Data Arrived at EDR: 07/03/2014 Date Made Active in Reports: 07/28/2014 Number of Days to Update: 25 Source: Department of Health Services Telephone: 707-565-6565 Last EDR Contact: 09/29/2014 Next Scheduled EDR Contact: 01/12/2015 Data Release Frequency: Quarterly SUTTER COUNTY: Underground Storage Tanks Underground storage tank sites located in Sutter county. Date of Government Version: 09/08/2014 Date Data Arrived at EDR: 09/09/2014 Date Made Active in Reports: 10/24/2014 Number of Days to Update: 45 Source: Sutter County Department of Agriculture Telephone: 530-822-7500 Last EDR Contact: 09/08/2014 Next Scheduled EDR Contact: 12/22/2014 Data Release Frequency: Semi-Annually TUOLUMNE COUNTY: CUPA Facility List Cupa facility list Date of Government Version: 08/13/2014 Date Data Arrived at EDR: 08/15/2014 Date Made Active in Reports: 10/03/2014 Number of Days to Update: 49 Source: Divison of Environmental Health Telephone: 209-533-5633 Last EDR Contact: 10/27/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies VENTURA COUNTY: TC4130815.2s Page GR-39 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Business Plan, Hazardous Waste Producers, and Operating Underground Tanks The BWT list indicates by site address whether the Environmental Health Division has Business Plan (B), Waste Producer (W), and/or Underground Tank (T) information. Date of Government Version: 07/28/2014 Date Data Arrived at EDR: 08/18/2014 Date Made Active in Reports: 09/26/2014 Number of Days to Update: 39 Source: Ventura County Environmental Health Division Telephone: 805-654-2813 Last EDR Contact: 08/14/2014 Next Scheduled EDR Contact: 12/01/2014 Data Release Frequency: Quarterly Inventory of Illegal Abandoned and Inactive Sites Ventura County Inventory of Closed, Illegal Abandoned, and Inactive Sites. Date of Government Version: 12/01/2011 Date Data Arrived at EDR: 12/01/2011 Date Made Active in Reports: 01/19/2012 Number of Days to Update: 49 Source: Environmental Health Division Telephone: 805-654-2813 Last EDR Contact: 10/03/2014 Next Scheduled EDR Contact: 01/12/2015 Data Release Frequency: Annually Listing of Underground Tank Cleanup Sites Ventura County Underground Storage Tank Cleanup Sites (LUST). Date of Government Version: 05/29/2008 Date Data Arrived at EDR: 06/24/2008 Date Made Active in Reports: 07/31/2008 Number of Days to Update: 37 Source: Environmental Health Division Telephone: 805-654-2813 Last EDR Contact: 08/13/2014 Next Scheduled EDR Contact: 12/01/2014 Data Release Frequency: Quarterly Medical Waste Program List To protect public health and safety and the environment from potential exposure to disease causing agents, the Environmental Health Division Medical Waste Program regulates the generation, handling, storage, treatment and disposal of medical waste throughout the County. Date of Government Version: 06/26/2014 Date Data Arrived at EDR: 07/31/2014 Date Made Active in Reports: 09/15/2014 Number of Days to Update: 46 Source: Ventura County Resource Management Agency Telephone: 805-654-2813 Last EDR Contact: 10/27/2014 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Quarterly Underground Tank Closed Sites List Ventura County Operating Underground Storage Tank Sites (UST)/Underground Tank Closed Sites List. Date of Government Version: 08/26/2014 Date Data Arrived at EDR: 09/17/2014 Date Made Active in Reports: 10/28/2014 Number of Days to Update: 41 Source: Environmental Health Division Telephone: 805-654-2813 Last EDR Contact: 09/17/2014 Next Scheduled EDR Contact: 12/29/2014 Data Release Frequency: Quarterly YOLO COUNTY: Underground Storage Tank Comprehensive Facility Report Underground storage tank sites located in Yolo county. Date of Government Version: 06/30/2014 Date Data Arrived at EDR: 07/07/2014 Date Made Active in Reports: 08/18/2014 Number of Days to Update: 42 Source: Yolo County Department of Health Telephone: 530-666-8646 Last EDR Contact: 09/22/2014 Next Scheduled EDR Contact: 01/05/2015 Data Release Frequency: Annually YUBA COUNTY: TC4130815.2s Page GR-40 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA Facility List CUPA facility listing for Yuba County. Date of Government Version: 08/05/2014 Date Data Arrived at EDR: 08/07/2014 Date Made Active in Reports: 10/06/2014 Number of Days to Update: 60 Source: Yuba County Environmental Health Department Telephone: 530-749-7523 Last EDR Contact: 11/03/2014 Next Scheduled EDR Contact: 02/16/2015 Data Release Frequency: Varies OTHER DATABASE(S) Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not be complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report. CT MANIFEST: Hazardous Waste Manifest Data Facility and manifest data. Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a tsd facility. Date of Government Version: 07/30/2013 Date Data Arrived at EDR: 08/19/2013 Date Made Active in Reports: 10/03/2013 Number of Days to Update: 45 Source: Department of Energy & Environmental Protection Telephone: 860-424-3375 Last EDR Contact: 08/19/2014 Next Scheduled EDR Contact: 12/01/2014 Data Release Frequency: No Update Planned NJ MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2011 Date Data Arrived at EDR: 07/19/2012 Date Made Active in Reports: 08/28/2012 Number of Days to Update: 40 Source: Department of Environmental Protection Telephone: N/A Last EDR Contact: 10/10/2014 Next Scheduled EDR Contact: 01/26/2015 Data Release Frequency: Annually NY MANIFEST: Facility and Manifest Data Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility. Date of Government Version: 08/01/2014 Date Data Arrived at EDR: 08/07/2014 Date Made Active in Reports: 10/17/2014 Number of Days to Update: 71 Source: Department of Environmental Conservation Telephone: 518-402-8651 Last EDR Contact: 11/05/2014 Next Scheduled EDR Contact: 02/16/2015 Data Release Frequency: Annually PA MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2013 Date Data Arrived at EDR: 07/21/2014 Date Made Active in Reports: 08/25/2014 Number of Days to Update: 35 Source: Department of Environmental Protection Telephone: 717-783-8990 Last EDR Contact: 10/20/2014 Next Scheduled EDR Contact: 02/02/2015 Data Release Frequency: Annually RI MANIFEST: Manifest information Hazardous waste manifest information Date of Government Version: 12/31/2013 Date Data Arrived at EDR: 07/15/2014 Date Made Active in Reports: 08/13/2014 Number of Days to Update: 29 Source: Department of Environmental Management Telephone: 401-222-2797 Last EDR Contact: 08/26/2014 Next Scheduled EDR Contact: 12/08/2014 Data Release Frequency: Annually TC4130815.2s Page GR-41 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING WI MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2013 Date Data Arrived at EDR: 06/20/2014 Date Made Active in Reports: 08/07/2014 Number of Days to Update: 48 Source: Department of Natural Resources Telephone: N/A Last EDR Contact: 09/15/2014 Next Scheduled EDR Contact: 12/29/2014 Data Release Frequency: Annually Oil/Gas Pipelines: This data was obtained by EDR from the USGS in 1994. It is referred to by USGS as GeoData Digital Line Graphs from 1:100,000-Scale Maps. It was extracted from the transportation category including some oil, but primarily gas pipelines. Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity to environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of all sensitive receptors cannot be determined, EDR indicates those buildings and facilities - schools, daycares, hospitals, medical centers, and nursing homes - where individuals who are sensitive receptors are likely to be located. AHA Hospitals: Source: American Hospital Association, Inc. Telephone: 312-280-5991 The database includes a listing of hospitals based on the American Hospital Association’s annual survey of hospitals. Medical Centers: Provider of Services Listing Source: Centers for Medicare & Medicaid Services Telephone: 410-786-3000 A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services, a federal agency within the U.S. Department of Health and Human Services. Nursing Homes Source: National Institutes of Health Telephone: 301-594-6248 Information on Medicare and Medicaid certified nursing homes in the United States. Public Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics’ primary database on elementary and secondary public education in the United States. It is a comprehensive, annual, national statistical database of all public elementary and secondary schools and school districts, which contains data that are comparable across all states. Private Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics’ primary database on private school locations in the United States. Daycare Centers: Licensed Facilities Source: Department of Social Services Telephone: 916-657-4041 Flood Zone Data: This data, available in select counties across the country, was obtained by EDR in 2003 & 2011 from the Federal Emergency Management Agency (FEMA). Data depicts 100-year and 500-year flood zones as defined by FEMA. NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service. Scanned Digital USGS 7.5’ Topographic Map (DRG) Source: United States Geologic Survey A digital raster graphic (DRG) is a scanned image of a U.S. Geological Survey topographic map. The map images are made by scanning published paper maps on high-resolution scanners. The raster image is georeferenced and fit to the Universal Transverse Mercator (UTM) projection. TC4130815.2s Page GR-42 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING STREET AND ADDRESS INFORMATION © 2010 Tele Atlas North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC4130815.2s Page GR-43 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING TC4130815.2s Page A-1 geologic strata. of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics 2. Groundwater flow velocity. 1. Groundwater flow direction, and Assessment of the impact of contaminant migration generally has two principal investigative components: forming an opinion about the impact of potential contaminant migration. EDR’s GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in 1981Most Recent Revision: 34117-A5 GUASTI, CASouth Map: 1980Most Recent Revision: 34117-A4 FONTANA, CASoutheast Map: 1988Most Recent Revision: 34117-B4 DEVORE, CAEast Map: 1988Most Recent Revision: 34117-B5 CUCAMONGA PEAK, CATarget Property Map: USGS TOPOGRAPHIC MAP 1307 ft. above sea levelElevation: 3776113.5UTM Y (Meters): 453450.8UTM X (Meters): Zone 11Universal Tranverse Mercator: 117.5048 - 117˚ 30’ 17.28’’Longitude (West): 34.1266 - 34˚ 7’ 35.76’’Latitude (North): TARGET PROPERTY COORDINATES FONTANA, CA 92336 VICTORIA STREET AND I-15 VICTORIA PROPERTY TARGET PROPERTY ADDRESS ®GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM® TC4130815.2s Page A-2 should be field verified. on a relative (not an absolute) basis. Relative elevation information between sites of close proximity Source: Topography has been determined from the USGS 7.5’ Digital Elevation Model and should be evaluated SURROUNDING TOPOGRAPHY: ELEVATION PROFILES El e v a t i o n ( f t ) El e v a t i o n ( f t ) TP TP 0 1/2 1 Miles✩Target Property Elevation: 1307 ft. North South West East 12 3 0 12 4 0 12 4 9 12 5 9 12 6 9 12 7 7 12 8 5 12 9 5 13 0 3 13 0 7 13 2 5 13 3 9 13 4 3 13 6 5 13 7 7 13 9 3 14 0 6 14 2 6 14 4 2 13 4 2 13 4 1 13 3 8 13 3 6 13 3 6 13 3 4 13 3 0 13 3 0 13 1 9 13 0 7 13 1 7 13 2 2 13 2 6 13 3 0 13 3 4 13 3 8 13 4 1 13 4 6 13 5 1 General SouthGeneral Topographic Gradient: TARGET PROPERTY TOPOGRAPHY should contamination exist on the target property, what downgradient sites might be impacted. assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to TOPOGRAPHIC INFORMATION collected on nearby properties, and regional groundwater flow information (from deep aquifers). sources of information, such as surface topographic information, hydrologic information, hydrogeologic data using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other Groundwater flow direction for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW DIRECTION INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC4130815.2s Page A-3 Not Reported GENERAL DIRECTIONLOCATION GROUNDWATER FLOWFROM TPMAP ID hydrogeologically, and the depth to water table. authorities at select sites and has extracted the date of the report, groundwater flow direction as determined flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater AQUIFLOW® Search Radius: 1.000 Mile. Not found Status: 1.25 miles Search Radius: Site-Specific Hydrogeological Data*: * ©1996 Site-specific hydrogeological data gathered by CERCLIS Alerts, Inc., Bainbridge Island, WA. All rights reserved. All of the information and opinions presented are those of the cited EPA report(s), which were completed under a Comprehensive Environmental Response Compensation and Liability Information System (CERCLIS) investigation. contamination exist on the target property, what downgradient sites might be impacted. environmental professional in forming an opinion about the impact of nearby contaminated properties or, should of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator HYDROGEOLOGIC INFORMATION YES - refer to the Overview Map and Detail MapCUCAMONGA PEAK NATIONAL WETLAND INVENTORY NWI Electronic Data CoverageNWI Quad at Target Property Not ReportedAdditional Panels in search area: 06071C - FEMA DFIRM Flood dataFlood Plain Panel at Target Property: YES - refer to the Overview Map and Detail MapSAN BERNARDINO, CA FEMA FLOOD ZONE FEMA Flood Electronic DataTarget Property County and bodies of water). Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways contamination exist on the target property, what downgradient sites might be impacted. the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist HYDROLOGIC INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC4130815.2s Page A-4 Map, USGS Digital Data Series DDS - 11 (1994). of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION Stratifed SequenceCategory:CenozoicEra: QuaternarySystem: QuaternarySeries: QCode: (decoded above as Era, System & Series) at which contaminant migration may be occurring. Geologic information can be used by the environmental professional in forming an opinion about the relative speed GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW VELOCITY INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 1 2 4 3 3 5 0 1/16 1/8 1/4 Miles TC4130815.2s Page A-6 Min: 6.6 Max: 7.8 Min: 141 Max: 141 sand. Poorly graded Clean Sands, SOILS, Sands, COARSE-GRAINED Sand. Gravel and Fragments, 200), Stone passing No. pct. or less materials (35 Granularvery stony sand59 inches 9 inches 2 Min: 5.6 Max: 6.1 Min: 42 Max: 141 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED sand. Poorly graded Clean Sands, SOILS, Sands, COARSE-GRAINED Sand. Gravel and Fragments, 200), Stone passing No. pct. or less materials (35 Granular loamy sand very stony 9 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) > 0 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: ModerateCorrosion Potential - Uncoated Steel: Hydric Status: Not hydric Excessively drainedSoil Drainage Class: excessively drained sands and gravels. Class A - High infiltration rates. Soils are deep, well drained toHydrologic Group: very stony loamy sandSoil Surface Texture: SobobaSoil Component Name: Soil Map ID: 1 in a landscape. The following information is based on Soil Conservation Service SSURGO data. for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information The U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC4130815.2s Page A-7 Min: 6.6 Max: 8.4 Min: 14 Max: 42 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED Soils. 200), Silty passing No. than 35 pct. Materials (more Silt-Clay loam to gravelly gravelly sand stratified59 inches29 inches 3 Min: 6.6 Max: 8.4 Min: 14 Max: 42 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED and Sand. Clayey Gravel 200), Silty, or passing No. pct. or less materials (35 Granular loam to gravelly gravelly sand stratified29 inches 9 inches 2 Min: 6.6 Max: 8.4 Min: 42 Max: 141 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED Sand. Gravel and Fragments, 200), Stone passing No. pct. or less materials (35 Granulargravelly sand 9 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) > 0 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: HighCorrosion Potential - Uncoated Steel: Hydric Status: Partially hydric Somewhat excessively drainedSoil Drainage Class: textures. moderately well and well drained soils with moderately coarse Class B - Moderate infiltration rates. Deep and moderately deep,Hydrologic Group: gravelly sandSoil Surface Texture: FLUVENTSSoil Component Name: Soil Map ID: 2 ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC4130815.2s Page A-8 Excessively drainedSoil Drainage Class: excessively drained sands and gravels. Class A - High infiltration rates. Soils are deep, well drained toHydrologic Group: gravelly loamy sandSoil Surface Texture: SOBOBASoil Component Name: Soil Map ID: 4 Min: 6.1 Max: 7.3 Min: 42 Max: 141 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED sand. Poorly graded Clean Sands, SOILS, Sands, COARSE-GRAINED Sand. Gravel and Fragments, 200), Stone passing No. pct. or less materials (35 Granulargravelly sand59 inches35 inches 2 Min: 6.1 Max: 7.3 Min: 42 Max: 141 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED Sand. Gravel and Fragments, 200), Stone passing No. pct. or less materials (35 Granular sand gravelly loamy35 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) > 0 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: ModerateCorrosion Potential - Uncoated Steel: Hydric Status: Not hydric Somewhat excessively drainedSoil Drainage Class: excessively drained sands and gravels. Class A - High infiltration rates. Soils are deep, well drained toHydrologic Group: gravelly loamy sandSoil Surface Texture: TUJUNGASoil Component Name: Soil Map ID: 3 ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC4130815.2s Page A-9 Somewhat excessively drainedSoil Drainage Class: excessively drained sands and gravels. Class A - High infiltration rates. Soils are deep, well drained toHydrologic Group: gravelly loamy sandSoil Surface Texture: TUJUNGASoil Component Name: Soil Map ID: 5 Min: 6.6 Max: 7.3 Min: 141 Max: 141 sand. Poorly graded Clean Sands, SOILS, Sands, COARSE-GRAINED Sand. Gravel and Fragments, 200), Stone passing No. pct. or less materials (35 Granularvery stony sand59 inches35 inches 3 Min: 6.1 Max: 6.5 Min: 42 Max: 141 Gravel. Poorly Graded Clean gravels, SOILS, Gravels, COARSE-GRAINED Sand. Gravel and Fragments, 200), Stone passing No. pct. or less materials (35 Granular loamy sand very gravelly35 inches11 inches 2 Min: 6.1 Max: 6.5 Min: 42 Max: 141 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED Sand. Gravel and Fragments, 200), Stone passing No. pct. or less materials (35 Granular sand gravelly loamy11 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) > 0 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: ModerateCorrosion Potential - Uncoated Steel: Hydric Status: Not hydric ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC4130815.2s Page A-10 FEDERAL USGS WELL INFORMATION LOCATION FROM TPWELL IDMAP ID 1.000State Database Nearest PWS within 1 mileFederal FRDS PWS 1.000Federal USGS WELL SEARCH DISTANCE INFORMATION SEARCH DISTANCE (miles)DATABASE opinion about the impact of contaminant migration on nearby drinking water wells. professional in assessing sources that may impact ground water flow direction, and in forming an EDR Local/Regional Water Agency records provide water well information to assist the environmental LOCAL / REGIONAL WATER AGENCY RECORDS Min: 6.1 Max: 7.8 Min: 42 Max: 141 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED Sand. Gravel and Fragments, 200), Stone passing No. pct. or less materials (35 Granularloamy sand59 inches18 inches 2 Min: 6.1 Max: 7.3 Min: 42 Max: 141 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED Sand. Gravel and Fragments, 200), Stone passing No. pct. or less materials (35 Granular sand gravelly loamy18 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) > 0 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: ModerateCorrosion Potential - Uncoated Steel: Hydric Status: Not hydric ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC4130815.2s Page A-11 1/2 - 1 Mile SWCADW50000004465 2 1/2 - 1 Mile NNE3148 1 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID Note: PWS System location is not always the same as well location. No PWS System Found FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION FROM TPWELL IDMAP ID No Wells Found FEDERAL USGS WELL INFORMATION LOCATION FROM TPWELL IDMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 1 6 0 1 5 6 0 1 5 2 0 1 5 2 0 1 4 8 0 1 4 8 0 1 4 4 0 1 4 4 0 1 4 4 0 0 1 4 0 0 1 4 0 0 1 3 6 0 1 3 6 0 1360 1320 1480 1 4 8 0 1320 1360 1360 1400 1400 1440 1440 132 0 1280 1 2 80 1240 12 4 0 1 20 01200 1320 1 2 80 1 2 80 1240 CA TC4130815.2s Page A-13 IRONChemical: 1300. UG/LFindings:07-SEP-11Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.24 MG/LFindings:07-SEP-11Sample Collected: CHLORIDEChemical: 10. MG/LFindings:07-SEP-11Sample Collected: POTASSIUMChemical: 1.6 MG/LFindings:07-SEP-11Sample Collected: SODIUMChemical: 54. MG/LFindings:07-SEP-11Sample Collected: MAGNESIUMChemical: 7.2 MG/LFindings:07-SEP-11Sample Collected: CALCIUMChemical: 39. MG/LFindings:07-SEP-11Sample Collected: HARDNESS (TOTAL) AS CACO3Chemical: 120. MG/LFindings:07-SEP-11Sample Collected: BICARBONATE ALKALINITYChemical: 160. MG/LFindings:07-SEP-11Sample Collected: ALKALINITY (TOTAL) AS CACO3Chemical: 130. MG/LFindings:07-SEP-11Sample Collected: PH, LABORATORYChemical: 8.Findings:07-SEP-11Sample Collected: SPECIFIC CONDUCTANCEChemical: 470. USFindings:07-SEP-11Sample Collected: COLORChemical: 5. UNITSFindings:07-SEP-11Sample Collected: CUCAMONGAArea Served: 34398Connections:128000Pop Served: CUCAMONGA 91730 P O BOX 638 Organization That Operates System: CUCAMONGA CWDSystem Name: 3610018System Number: WELL 33Source Name: UndefinedPrecision:340800.0 1173000.0Source Lat/Long: Active RawWell Status:Well/GroundwaterWater Type: WELL/AMBNTStation Type:13District Number: San BeernardinoCounty:3610018039FRDS Number: TANUser ID:036/018-004Prime Station Code: Water System Information: 1 NNE 1/2 - 1 Mile Higher 3148CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4130815.2s Page A-14 CADW50000004465Site id:Southern Region OfficeOrg unit n: ChinoBasin desc:8-2.01Basin cd: 36County id: ObservationCasgem s 1:Chino-1223006Local well: Not ReportedCasgem sta:341217N1175119W001Site code: 117.511914Longitude : 34.121687Latitude : 2 SW 1/2 - 1 Mile Lower CADW50000004465CA WELLS NITRATE (AS NO3)Chemical: 56. MG/LFindings:25-JUL-13Sample Collected: DIBROMOCHLOROPROPANE (DBCP)Chemical: 0.8 UG/LFindings:25-JUL-13Sample Collected: CHROMIUM, HEXAVALENTChemical: 2. UG/LFindings:25-JUL-13Sample Collected: NITRATE (AS NO3)Chemical: 27. MG/LFindings:21-JUN-12Sample Collected: DIBROMOCHLOROPROPANE (DBCP)Chemical: 0.25 UG/LFindings:21-JUN-12Sample Collected: NITRATE + NITRITE (AS N)Chemical: 7300. UG/LFindings:07-SEP-11Sample Collected: TURBIDITY, LABORATORYChemical: 11. NTUFindings:07-SEP-11Sample Collected: NITRATE (AS NO3)Chemical: 32. MG/LFindings:07-SEP-11Sample Collected: TOTAL DISSOLVED SOLIDSChemical: 280. MG/LFindings:07-SEP-11Sample Collected: DIBROMOCHLOROPROPANE (DBCP)Chemical: 2.5e-002 UG/LFindings:07-SEP-11Sample Collected: ALUMINUMChemical: 360. UG/LFindings:07-SEP-11Sample Collected: VANADIUMChemical: 39. UG/LFindings:07-SEP-11Sample Collected: MANGANESEChemical: 46. UG/LFindings:07-SEP-11Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4130815.2s Page A-15 Not ReportedNot ReportedNot ReportedNot ReportedBasement Not ReportedNot ReportedNot ReportedNot ReportedLiving Area - 2nd Floor 0%0%100%0.400 pCi/LLiving Area - 1st Floor % >20 pCi/L% 4-20 pCi/L% <4 pCi/LAverage ActivityArea Number of sites tested: 1 Federal Area Radon Information for Zip Code: 92336 : Zone 3 indoor average level < 2 pCi/L. : Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L. Note: Zone 1 indoor average level > 4 pCi/L. Federal EPA Radon Zone for SAN BERNARDINO County: 2 01692336 ______________________ > 4 pCi/LNum TestsZipcode Radon Test Results State Database: CA Radon AREA RADON INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS RADON ® TOPOGRAPHIC INFORMATION USGS 7.5’ Digital Elevation Model (DEM) Source: United States Geologic Survey EDR acquired the USGS 7.5’ Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM corresponds to the USGS 1:24,000- and 1:25,000-scale topographic quadrangle maps. The DEM provides elevation data with consistent elevation units and projection. Scanned Digital USGS 7.5’ Topographic Map (DRG) Source: United States Geologic Survey A digital raster graphic (DRG) is a scanned image of a U.S. Geological Survey topographic map. The map images are made by scanning published paper maps on high-resolution scanners. The raster image is georeferenced and fit to the Universal Transverse Mercator (UTM) projection. HYDROLOGIC INFORMATION Flood Zone Data: This data, available in select counties across the country, was obtained by EDR in 2003 & 2011 from the Federal Emergency Management Agency (FEMA). Data depicts 100-year and 500-year flood zones as defined by FEMA. NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service. HYDROGEOLOGIC INFORMATION AQUIFLOW Information SystemR Source: EDR proprietary database of groundwater flow information EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table information. GEOLOGIC INFORMATION Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994). STATSGO: State Soil Geographic Database Source: Department of Agriculture, Natural Resources Conservation Services The U.S. Department of Agriculture’s (USDA) Natural Resources Conservation Service (NRCS) leads the national Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. SSURGO: Soil Survey Geographic Database Source: Department of Agriculture, Natural Resources Conservation Services (NRCS) Telephone: 800-672-5559 SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Services, mapping scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates the original soil survey maps. This level of mapping is designed for use by landowners, townships and county natural resource planning and management. TC4130815.2s Page PSGR-1 PHYSICAL SETTING SOURCE RECORDS SEARCHED LOCAL / REGIONAL WATER AGENCY RECORDS FEDERAL WATER WELLS PWS: Public Water Systems Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources. PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS). USGS Water Wells: USGS National Water Inventory System (NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater. STATE RECORDS Water Well Database Source: Department of Water Resources Telephone: 916-651-9648 California Drinking Water Quality Database Source: Department of Public Health Telephone: 916-324-2319 The database includes all drinking water compliance and special studies monitoring for the state of California since 1984. It consists of over 3,200,000 individual analyses along with well and water system information. OTHER STATE DATABASE INFORMATION California Oil and Gas Well Locations Source: Department of Conservation Telephone: 916-323-1779 Oil and Gas well locations in the state. RADON State Database: CA Radon Source: Department of Health Services Telephone: 916-324-2208 Radon Database for California Area Radon Information Source: USGS Telephone: 703-356-4020 The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey. The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at private sources such as universities and research institutions. EPA Radon Zones Source: EPA Telephone: 703-356-4020 Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor radon levels. TC4130815.2s Page PSGR-2 PHYSICAL SETTING SOURCE RECORDS SEARCHED OTHER Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration, 800-457-6656 Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration California Earthquake Fault Lines: The fault lines displayed on EDR’s Topographic map are digitized quaternary fault lines, prepared in 1975 by the United State Geological Survey. Additional information (also from 1975) regarding activity at specific fault lines comes from California’s Preliminary Fault Activity Map prepared by the California Division of Mines and Geology. STREET AND ADDRESS INFORMATION © 2010 Tele Atlas North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC4130815.2s Page PSGR-3 PHYSICAL SETTING SOURCE RECORDS SEARCHED Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 Appendix F Regulatory Records Documentation From:Richard Orr To:Zachary Freeman Cc:Rhonda Macomber Subject:Stratham Phase I ESA report Date:Friday, December 05, 2014 10:46:57 AM Zach - Please get the Phase I ESA report to Rhonda so he can format and get it put together as a PDF. I will be emailing the PDF as a draft with no signature to the Client for their review. thanks Richard L. Orr, PG Associate Geologist Leighton Consulting, Inc. 10532 Acacia Street, Suite B-6 Rancho Cucamonga, CA 91730 909-527-8782 Direct 909-525-6246 Mobile 909-484-2170 FAX rorr@leightongroup.com Geotechnical | Geoenvironmental | Materials Testing SOLUTIONS YOU CAN BUILD ON P Please consider the environment before printing this e-mail. The information accompanying this email transmission may contain confidential or legally privileged information that is intended only for the use of the individual or entity named in this message. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution or reliance upon the contents of this email is strictly prohibited. If you receive this email in error, please immediately notify the sender by reply e-mail and destroy all copies of the communication and any attachments ADM-101 (4/14) REQUEST TO INSPECT/REPRODUCE PUBLIC RECORDS Return to any of the following offices: 385 N. Arrowhead Ave. 2nd Floor, San Bernardino 92415-0160 15900 Smoke Tree St., Ste. 131, Hesperia 92345 8575 Haven Ave., Ste. 130, Rancho Cucamonga 91730 www.sbcounty.gov/dph/dehs Phone: (800) 442-2283 Fax: (909) 387-4323 TO BE COMPLETED BY REQUESTER INFORMATION FOR RECORDS REQUESTED Facility Name: Etiwanda Disposal Site (Business or Apartment Complex name) Location Address: 13801 Victoria Street City: Fontana State: Ca Zip: 92336 Case/File Number: 36-Cr-0021 (If known) Inspector: John Ramos (If known) Indicate time frame of information requested: (month/year or date of inspection) From: 1940 To: Present From: To: From: To: Specific information requested: (File, inspection report, complaint, etc.) All files, investigation reports, and inspection reports pertaining to the Etiwanda Disposal Site. NOTE: EACH REQUESTER AND/OR FILE MUST HAVE A SEPARATE FORM COMPLETED. FOR A LIST REQUEST, PLEASE CALL (800) 442-2283. FEES Copy Fee: $.10 Per Page Certified Copies: Additional $.22 Per Page REQUESTER INFORMATION Requester Name: Zach Freeman, Leighton And Associates, Inc. (Include affiliation, i.e. business name, law office, owner, private citizen, employee, etc.) Requester Address: 10532 Acacia St, Ste B-6 City: Rancho Cucamonga State: Ca Zip: 91730 E-mail Address: Zfreeman@Leightongroup.Com (Preferred method of delivery) Phone Number: 909-527-8785 (To notify when copies/files are ready) OFFICE USE ONLY PROGRAM Enteccvvvvccr Program DATE vvvvvvvvvvvvvvvvvvvvvvvvvv PAID $ Eogvvram # PGS Eogvvram RECEIPT # Enteccvvvvccr Program REC’D BY Enteccvvvccr Program Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 Appendix G Historical Research Documentation The EDR Aerial Photo Decade Package Victoria Property Victoria Street and I-15 Fontana, CA 92336 Inquiry Number: 4130815.9 November 11, 2014 EDR Aerial Photo Decade Package Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo per decade. When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more information contact your EDR Account Executive. Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report AS IS. Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2014 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. Date EDR Searched Historical Sources: Aerial Photography November 11, 2014 Target Property: Victoria Street and I-15 Fontana, CA 92336 Year Scale Details Source 1938 Aerial Photograph. Scale: 1"=500'Flight Year: 1938 USGS 1953 Aerial Photograph. Scale: 1"=500'Flight Year: 1953 Southwestern 1966 Aerial Photograph. Scale: 1"=500'Flight Year: 1966 USGS 1977 Aerial Photograph. Scale: 1"=500'Flight Year: 1977 Teledyne 1985 Aerial Photograph. Scale: 1"=500'Flight Year: 1985 USGS 1990 Aerial Photograph. Scale: 1"=500'Flight Year: 1990 USGS 1994 Aerial Photograph. Scale: 1"=500'/DOQQ - acquisition dates: 1994 USGS/DOQQ 2005 Aerial Photograph. Scale: 1"=500'Flight Year: 2005 USDA/NAIP 2009 Aerial Photograph. Scale: 1"=500'Flight Year: 2009 USDA/NAIP 2010 Aerial Photograph. Scale: 1"=500'Flight Year: 2010 USDA/NAIP 2012 Aerial Photograph. Scale: 1"=500'Flight Year: 2012 USDA/NAIP 4130815.9 2 INQUIRY #: YEAR: 4130815.9 1938 = 500' INQUIRY #: YEAR: 4130815.9 1953 = 500' INQUIRY #: YEAR: 4130815.9 1966 = 500' INQUIRY #: YEAR: 4130815.9 1977 = 500' INQUIRY #: YEAR: 4130815.9 1985 = 500' INQUIRY #: YEAR: 4130815.9 1990 = 500' INQUIRY #: YEAR: 4130815.9 2009 = 500' INQUIRY #: YEAR: 4130815.9 2010 = 500' INQUIRY #: YEAR: 4130815.9 2012 = 500' EDR Historical Topographic Map Report Victoria Property Victoria Street and I-15 Fontana, CA 92336 Inquiry Number: 4130815.4 November 11, 2014 EDR Historical Topographic Map Report Environmental Data Resources, Inc.s (EDR) Historical Topographic Map Report is designed to assist professionals in evaluating potential liability on a target property resulting from past activities. EDRs Historical Topographic Map Report includes a search of a collection of public and private color historical topographic maps, dating back to the early 1900s. Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report AS IS. Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2014 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: SAN BERNARDINO MAP YEAR: 1901 SERIES: 15 SCALE: 1:62500 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: SOUTHERN CA SHEET 1 MAP YEAR: 1901 SERIES: 60 SCALE: 1:250000 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: CUCAMONGA MAP YEAR: 1903 SERIES: 15 SCALE: 1:62500 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: GUASTI VICINITY MAP YEAR: 1941 SERIES: 7.5 SCALE: 1:31680 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: DEVORE MAP YEAR: 1941 SERIES: 7.5 SCALE: 1:31680 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: SAN BERNARDINO MAP YEAR: 1942 SERIES: 15 SCALE: 1:50000 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: FONTANA MAP YEAR: 1943 SERIES: 7.5 SCALE: 1:31680 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: CUCAMONGA MAP YEAR: 1944 SERIES: 15 SCALE: 1:50000 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: CUCAMONGA PEAK MAP YEAR: 1953 SERIES: 7.5 SCALE: 1:24000 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: FONTANA MAP YEAR: 1953 SERIES: 7.5 SCALE: 1:24000 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: GUASTI MAP YEAR: 1953 SERIES: 7.5 SCALE: 1:24000 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: ONTARIO MAP YEAR: 1954 SERIES: 15 SCALE: 1:62500 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: SAN BERNARDINO MAP YEAR: 1954 SERIES: 15 SCALE: 1:62500 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: DEVORE MAP YEAR: 1954 SERIES: 7.5 SCALE: 1:24000 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: CUCAMONGA PEAK MAP YEAR: 1966 SERIES: 7.5 SCALE: 1:24000 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: DEVORE MAP YEAR: 1966 SERIES: 7.5 SCALE: 1:24000 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: GUASTI MAP YEAR: 1966 SERIES: 7.5 SCALE: 1:24000 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: FONTANA MAP YEAR: 1967 SERIES: 7.5 SCALE: 1:24000 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: FONTANA MAP YEAR: 1973 PHOTOREVISED FROM :1967 SERIES: 7.5 SCALE: 1:24000 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: CUCAMONGA PEAK MAP YEAR: 1973 PHOTOREVISED FROM :1966 SERIES: 7.5 SCALE: 1:24000 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: GUASTI MAP YEAR: 1973 PHOTOREVISED FROM :1966 SERIES: 7.5 SCALE: 1:24000 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: SAN BERNARDINO MAP YEAR: 1975 SERIES: 15 SCALE: 1:50000 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: ONTARIO MAP YEAR: 1976 SERIES: 15 SCALE: 1:50000 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: FONTANA MAP YEAR: 1980 PHOTOREVISED FROM :1967 SERIES: 7.5 SCALE: 1:24000 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: CUCAMONGA PEAK MAP YEAR: 1980 PHOTOREVISED FROM :1966 SERIES: 7.5 SCALE: 1:24000 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: DEVORE MAP YEAR: 1980 PHOTOREVISED FROM :1966 SERIES: 7.5 SCALE: 1:24000 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: GUASTI MAP YEAR: 1981 PHOTOREVISED FROM :1966 SERIES: 7.5 SCALE: 1:24000 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: CUCAMONGA PEAK MAP YEAR: 1988 PHOTOREVISED FROM :1966 SERIES: 7.5 SCALE: 1:24000 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: DEVORE MAP YEAR: 1988 PHOTOREVISED FROM :1966 SERIES: 7.5 SCALE: 1:24000 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: CUCAMONGA PEAK MAP YEAR: 1996 SERIES: 7.5 SCALE: 1:24000 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Historical Topographic Map ÕN TARGET QUADTARGET QUAD NAME: DEVORE MAP YEAR: 1996 SERIES: 7.5 SCALE: 1:24000 SITE NAME: Victoria Property ADDRESS: Victoria Street and I-15 Fontana, CA 92336 LAT/LONG: 34.1266 / -117.5048 CLIENT: Leighton & Associates, Inc. CONTACT: Zach Freeman INQUIRY#: 4130815.4 RESEARCH DATE: 11/11/2014 Victoria Property Victoria Street and I-15 Fontana, CA 92336 Inquiry Number: 4130815.5 November 11, 2014 The EDR-City Directory Abstract 6 Armstrong Road Shelton, CT 06484 800.352.0050 www.edrnet.comEnvironmental Data Resources IncEnvironmental Data Resources IncEnvironmental Data Resources IncEnvironmental Data Resources Inc TABLE OF CONTENTS SECTION Executive Summary Findings Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OR DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction orforecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2014 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc. or its affiliates is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. EXECUTIVE SUMMARY DESCRIPTION Environmental Data Resources, Inc.’s (EDR) City Directory Abstract is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s City Directory Abstract includes a search and abstract of available city directory data. For each address, the directory lists the name of the corresponding occupant at five year intervals. Business directories including city, cross reference and telephone directories were reviewed, if available, at approximately five year intervals for the years spanning 1922 through 2013. This report compiles information gathered in this review by geocoding the latitude and longitude of properties identified and gathering information about properties within 660 feet of the target property. A summary of the information obtained is provided in the text of this report. RESEARCH SUMMARY The following research sources were consulted in the preparation of this report. An "X" indicates where information was identified in the source and provided in this report. Source TPYear Adjoining Text Abstract Source Image 2013 Cole Information Services - --- 2008 Cole Information Services - --- 2003 Haines & Co Publishers - --- 2002 SBC PACIFIC BELL - --- 1996 GTE Street Address Directory - --- 1995 GTE Directories - --- 1991 GTE California Incorporated - --- 1990 Pacific Bell - --- 1985 GTE - --- 1981 General Telephone Company of California - --- 1980 GTE General Telephone Company of California - --- 1975 General Telephone Company of California - --- 1970 General Telephone Company of California - --- 1965 General Telephone Company of California - --- 1964 Luskey Brothers & Co - --- 1961 Luskey Brothers& Co Publishers - --- 1960 General Telephone Company Publishers - --- 1956 General Telephone Company Publishers - --- 1955 Luskey Brothers& Co Publishers - --- 1951 Los Angeles Directory Company Publishers - --- 1950 The Pacific Telephone and Telegraph Co - --- 1949 San Bernardino Directory Co. Publishers - --- 4130815-5 Page 1 EXECUTIVE SUMMARY Source TPYear Adjoining Text Abstract Source Image 1946 Los Angeles Directory Company Publishers - --- 1945 Southern California Telephone Company - --- 1942 San Bernardino Directory Co Publisher - --- 1941 Associated Telephone Company Limited - --- 1940 Los Angeles Directory Co.- --- 1938 Los Angeles Directory Co.- --- 1936 San Bernardino Directory Co Publisher - --- 1934 Los Angeles Directory Co.- --- 1931 Los Angeles Directory Co.- --- 1930 San Bernardino Directory Co Publisher - --- 1926 Los Angeles Directory Co Publisher - --- 1923 Los Angeles Directory Company - --- 1922 R.L. Polk & Co Publishers - --- 4130815-5 Page 2 EXECUTIVE SUMMARY MAP INFORMATION The Overview Map provides information on nearby property parcel boundaries. Properties on this map that were selected for research are listed below the map. SELECTED ADDRESSES The following addresses were selected by the client. Detailed findings are contained in the findings section. An "X" indicates where information was identified. Address Type Findings BANANA AVE Map ID: 18 BANANA AVE Map ID: 19 VICTORIA ST Map ID: 20 4130815-5 Page 3 FINDINGS TARGET PROPERTY INFORMATION ADDRESS Victoria Street and I-15 Fontana, CA 92336 FINDINGS DETAIL Target Property research detail. 4130815-5 Page 4 FINDINGS ADJOINING PROPERTY DETAIL The following Adjoining Property addresses were researched for this report. Detailed findings are provided for each address. No Addresses Found 4130815-5 Page 5 FINDINGS TARGET PROPERTY: ADDRESS NOT IDENTIFIED IN RESEARCH SOURCE The following Target Property addresses were researched for this report, and the addresses were not identified in the research source. Address Researched Address Not Identified in Research Source Victoria Street and I-15 2013, 2008, 2003, 2002, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922 ADJOINING PROPERTY: ADDRESSES NOT IDENTIFIED IN RESEARCH SOURCE The following Adjoining Property addresses were researched for this report, and the addresses were not identified in research source. Address Researched Address Not Identified in Research Source BANANA AVE 2013, 2008, 2003, 2002, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922 BANANA AVE 2013, 2008, 2003, 2002, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922 VICTORIA ST 2013, 2008, 2003, 2002, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922 Certified Sanborn® Map Report Victoria Property Victoria Street and I-15 Fontana, CA 92336 Inquiry Number: 4130815.3 November 10, 2014 Certified Sanborn® Map Report 11/10/14 Site Name: Victoria Property Victoria Street and I-15 Fontana, CA 92336 Client Name: Leighton & Associates, Inc. 10532 Acacia Street Rancho Cucamonga, CA 91730 Contact: Zach FreemanEDR Inquiry # 4130815.3 The Sanborn Library has been searched by EDR and maps covering the target property location as provided by Leighton & Associates, Inc. were identified for the years listed below. The Sanborn Library is the largest, most complete collection of fire insurance maps. The collection includes maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow, and others. Only Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC, the copyright holder for the collection. Results can be authenticated by visiting www.edrnet.com/sanborn. The Sanborn Library is continually enhanced with newly identified map archives. This report accesses all maps in the collection as of the day this report was generated. Certified Sanborn Results: Site Name:Victoria Property Address:Victoria Street and I-15 City, State, Zip:Fontana, CA 92336 Cross Street: P.O. #10875.002 Project:Victoria Street Phase I ESA Certification #63B2-4103-8045 Library of Congress University Publications of America EDR Private Collection The Sanborn Library LLC Since 1866™ The Sanborn Library includes more than 1.2 million fire insurance maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow and others which track historical property usage in approximately 12,000 American cities and towns. Collections searched: Sanborn® Library search results Certification # 63B2-4103-8045 UNMAPPED PROPERTY This report certifies that the complete holdings of the Sanborn Library, LLC collection have been searched based on client supplied target property information, and fire insurance maps covering the target property were not found. Limited Permission To Make Copies Leighton & Associates, Inc. (the client) is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made directly to an EDR Account Executive, the client may be permitted to make a limited number of additional photocopies. This permission is conditioned upon compliance by the client, its customer and their agents with EDR's copyright policy; a copy of which is available upon request. Disclaimer - Copyright and Trademark notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2014 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. 4130815 - 3 page 2 Phase I Environmental Site Assessment 10875.002 Proposed Victoria Street Site December 5, 2014 Appendix H ASFE Geoenvironmental Report ❖ APPENDICES ❖ APPENDIX D LIMITED PHASE II ENVIRONMENTAL SITE ASSESSMENT LIMITED PHASE II ENVIRONMENTAL SITE ASSESSMENT, PROPOSED VICTORIA STREET RESIDENTIAL DEVELOPMENT SOUTHEAST OF THE INTERSECTION OF VICTORIA STREET AND INTERSTATE 15, CITY OF FONTANA, SAN BERNARDINO COUNTY, CALIFORNIA, ASSESSOR PARCEL NUMBER (APN) 0228-091-07 Prepared For: STRATHAM HOMES, INC. 2201 Dupont Drive, Suite 300 Irvine, California 92612 Project No. 10875.003 December 16, 2014 December 16, 2014 Project No. 10875.003 To: Stratham Homes, Inc. 2201 Dupont Drive, Suite 300 Irvine, California 92612 Attention: Mr. Brandon Roth Subject: Limited Phase II Environmental Site Assessment, Proposed Victoria Street Residential Development Southeast of the Intersection of Victoria Street and Interstate 15, City of Fontana, San Bernardino County, California, Assessor Parcel Number (APN) 0228-091-07 Introduction Leighton and Associates, Inc. (Leighton) presents this report summarizing the results of a Limited Phase II Environmental Site Assessment (ESA) conducted to assess the site for the presence of landfill waste based upon the findings in a previous Phase I ESA and a concurrent geotechnical investigation prepared for the site by Leighton (Leighton, 2014a and 2014b). The property is located at 13801 Victoria Street in the City of Fontana, San Bernardino County, California (subject property). The subject property is identified by Assessor Parcel Number (APN) 0228-091-07 (Figure 1). The subject property comprises 37.86 acres of primarily undeveloped land, except for a flood control channel that crosses the site from north to south. Leighton and Associates identified the following recognized environmental conditions (RECs) in the previous Phase I ESA (Leighton and Associates, 2014b): • An unregulated former landfill [the Etiwanda Disposal Site] is located on the northwestern boundary of the subject site. The landfill is currently subject to biannual inspection by the San Bernardino County Department of Environmental Health Services. 10875.003 - 2 - • During a concurrent geotechnical investigation of the subject property two areas of what appeared to be burned trash, waste tires, and construction debris where identified on the west side of the subject site. The buried trash extended from just below the surface to a depth greater than eight feet below ground surface. The excavated materials consisted of glass and metal debris and dark colored soil that appeared to contain soot. Pre-field Activities A Site Specific Health and Safety Plan (HSP) was prepared for work performed at the subject property. All onsite personnel signed the HSP acknowledging acceptance. The document was kept onsite during the field activities. The HSP was prepared in compliance with the Occupational Safety and Health Administration (OSHA) regulation 29 CFR 1910.120 and California Code of Regulation (CCR) 5192. Onsite personnel signed the HSP acknowledging acceptance. Underground Service Alert (USA) was contacted 48-hours prior to the commencement of fieldwork to mark underground public utility locations. Geophysical Survey On November 24, 2014, a geophysical survey was conducted by Southwest Geophysics, Inc. of San Diego, California to assess the presence of buried metallic or other debris related to the former landfill, or underground utilities that may be located in the subsurface at the subject property. The geophysical survey was completed using electromagnetic induction (EM-31) equipment. The geophysical survey investigated the areas of the subject property formerly occupied by the Etiwanda Disposal Site as well as two areas of disturbance that appeared to have been used as informal dumping areas in the past (Figures 3 and 4). Several large geophysical anomalies were identified in the central and southern portions of the site (Figures 3 and 4, Appendix C). Major geophysical anomalies included an approximately 220 foot long linear non-metallic anomaly that appeared to be a backfilled trench on the central western portion of the subject property. A large round area approximately 340 feet in diameter consisting of eight large non-metallic anomalies and several smaller non-metallic anomalies was also identified on the southwestern portion of the site (Figures 3 and 4). Several small strongly non-metallic anomalies were also identified east and west of the backfilled trench. A large strongly non-metallic anomaly was also identified near the northwest corner of the subject property. A large metallic anomaly 10875.003 - 3 - was identified northwest of the trench anomaly and a region of high metallic content was also identified near the northern site boundary west of the flood control channel and in the vicinity at the former Etiwanda Disposal site. A copy of the geophysical report is included in Appendix C. Subsurface Investigation and Laboratory Analysis On November 24, 2014, Leighton mobilized to the subject property and directed the excavation of test pits in the vicinity of the geophysical anomalies and in the vicinity of two of the test pits excavated during the geophysical investigation (Figures 3 and 4). Test pits were logged and photographed during excavation to identify the lateral and vertical extent of buried landfill debris or other objects disposed of at the subject property. Test pit logs are included in Appendix B. Composite soil samples were collected from selected test pits. The samples were collected from the backhoe bucket and transferred to laboratory supplied 4-ounce glass jars with Teflon™-lined lids. The samples were labeled with sample location, date, and time of collection. The samples were stored in an ice-cooled chest and transported under chain of custody procedures to Enviro-Chem, Inc. in Pomona, California for chemical analysis. Enviro-Chem is a State of California certified laboratory. The following is a description of trenching activities specific to eight of the anomalies at the site: Test Pit Area TP1 Leighton excavated six test pits near the northwest boundary of the subject property in the vicinity of one of the earlier geotechnical test pits. During the geotechnical investigation dark colored soils, glass bottles, and highly oxidized metallic debris were identified in a test pit in this area. Leighton excavated additional trenches northeast, northwest, southeast and southwest of the original geotechnical test pit in an effort to identify the vertical and lateral extent of the apparently burned soil and metallic debris. Test pits TP1-1 and TP1-2 were excavated to a depth of approximately 4.5 feet below ground surface (bgs). The soils within the trenches consisted of a dark colored silty sand with cobbles. Oxidized metallic debris and glass bottles were observed in the trench walls between approximately 1.5 feet and 4 feet bgs. Test pits TP1-3 and TP1-4 were excavated to a depth of approximately 4.5 feet below ground surface (bgs). The soils within the trenches consisted of a light brown sandy silt with cobbles. Traces of the dark burned layer were visible in the southwestern wall of TP1-3. No burned soil or debris was identified in TP1-4. 10875.003 - 4 - Test pits TP1-5 and TP-1-6 were excavated to a depth of approximately 4.0 feet below ground surface (bgs). TP1-5 was excavated approximately six feet northwest of TP1-1 (Figure 2). TP1-6 was excavated approximately 20 feet southeast of TP1-1. The soils within test pit TP1-5 contained dark colored sandy, oxidized metallic debris, and glass bottles between approximately 1.5 feet and 3.5 feet bgs. Test pit TP1-6 consisted of a light brown sandy silt with cobbles. No burned materials or debris were identified in the trench. Test pit TP1-7 was excavated to a depth of approximately 4.0 feet below ground surface (bgs). The soils within the trenches consisted of a light brown sandy silt with cobbles. No burned materials or debris were identified in the trench. Soil samples were collected from the sidewalls of TP1-1 and TP1-2 at 3.0 bgs. The samples were composited by the laboratory and designated TP1. Sample TP1 was analyzed for Title 22 metals by US Environmental Protection Agency (EPA) Method 6010B and 7471A, organochlorine pesticides (OCPs) by US EPA Method 8081A, polychlorinated biphenyls (PCBs) by US EPA Method 8082, total petroleum hydrocarbons (TPH) by US EPA Method 8015B, and semi-volatile organic compounds (SVOCs) by US EPA Method 8270C. Test Pit Area TP2 Leighton excavated eight trenches along the north end of the north-south linear geophysical anomaly (low soil conductivity) to investigate the potential for buried debris along the anomaly (Figures 3 and 4). Small quantities of broken glass and ceramic debris were observed scattered at the surface in this area. No evidence of burned material was observed in the TP2 trench area. Test pit TP2-1 was excavated to a depth of approximately 6.5 feet below ground surface (bgs). The soils within the trench consisted of a light gray brown sandy silt with cobbles. Large quantities of glass debris were observed in the trench walls between approximately 2.0 feet and 5.5 feet bgs. Test pit TP2-2 was excavated approximately 10 feet east of TP2-1. Traces of glass debris were observed in the trench walls between approximately 2.5 feet and 3.5 feet bgs. Test pit TP2-4 was excavated approximately 20 feet west of TP2-1 to a depth of approximately 6.0 feet bgs. The soils within the trenches consisted of a light brown sandy 10875.003 - 5 - silt with cobbles. Large quantities of glass and ceramic debris were identified between approximately 2.0 feet and 5.0 feet bgs. Test pit TP2-5 was excavated approximately 20 feet west of TP2-4. Soils in the TP2-5 consisted of sandy silt with cobbles. No glass debris was encountered to a depth of 4.0 feet bgs. Test pits TP2-3 and TP2-6 were excavated 20 and 40 feet north of TP2-1, respectively. Both trenches were excavated to a depth of approximately 6.0 feet bgs. In both trenches, large quantities of glass debris were encountered at approximately 2.0 feet bgs and extended to approximately 5.5 feet bgs. The soils consisted of light brown sandy silt with cobbles. Test pit TP2-7 was excavated approximately 20 feet north of test pit TP2-6 to a depth of approximately 5.0 feet bgs. No glass debris was encountered in the test pit. Soils encountered in the test pit consisted of light brown sandy silt with cobbles. Test pit TP2-8 was excavated approximately 20 feet south of test pit TP2-1 to a depth of approximately 6.5 feet bgs. Large quantities of glass and ceramic debris were encountered in the test pit. Soils encountered in the test pit consisted of light brown sandy silt with cobbles. Soil samples were collected from the sidewalls of TP2-1 at a depth of 3.0 feet bgs and from TP2-2 at a depth of 6.0 bgs. The samples were composited by the laboratory and designated TP2. Sample TP2 was analyzed for Title 22 metals by US EPA Method 6010B and 7471A, OCPs by US EPA Method 8081A, PCBs by US EPA Method 8082, TPH by US EPA Method 8015B, and SVOCs by US EPA Method 8270C. Test Pit Area TP3 Leighton excavated four trenches along the south end of the linear geophysical anomaly to investigate the potential for buried debris along the anomaly. Small quantities of broken glass, ceramic debris, and traces of construction debris were observed scattered at the surface in this area. No evidence of burned material was observed in the TP3 trench area. Test pit TP3-1 was excavated to a depth of approximately 6.0 feet bgs. The soils within the trench consisted of a light gray brown sandy silt with cobbles. Large quantities of 10875.003 - 6 - glass and ceramic debris along with trace quantities of concrete construction debris were observed in the trench walls between approximately 2.0 feet and 5.5 feet bgs. Test pit TP3-2 was excavated approximately 40 feet north of TP3-1. Large quantities of glass debris were observed in the trench walls between approximately 2.0 feet and 5.5 feet bgs. Test pit TP3-3 was excavated approximately 30 feet northwest west of TP3-1 to a depth of approximately 5.5 feet bgs. The soils within the test pit consisted of a light brown sandy silt with cobbles. Small quantities of glass and ceramic debris were identified between approximately 2.0 feet and 3.5 feet bgs. Test pit TP3-4 was excavated approximately 20 feet west of TP3-3. Soils in test pit TP3-4 consisted of sandy silt with cobbles. No glass or ceramic debris was encountered. Soil samples were collected from the sidewalls of TP3-1 and from TP3-2 at a depth of 3.0 bgs. The samples were composited by the laboratory and designated TP3. Sample TP3 was analyzed for Title 22 metals by US EPA Method 6010B and 7471A, OCPs by US EPA Method 8081A, PCBs by US EPA Method 8082, TPH by US EPA Method 8015B, and SVOCs by US EPA Method 8270C. Test Pit Area TP4 Leighton excavated two trenches in the vicinity of two anomalies identified west of the linear anomaly to investigate the potential for buried debris. Small quantities of broken glass, ceramic debris, metal fragments, and traces of construction debris were observed scattered at the surface in this area. No evidence of burned material was observed in the TP4 trench area. Test pit TP4-1 was excavated to a depth of approximately 4.0 feet bgs. Soils encountered in the test pit consisted of light gray-brown sandy silt and cobbles. No debris was observed in the test pit. Test pit TP4-2 was excavated approximately 50 feet north of TP4-1. TP4-2 was excavated to a depth of approximately 5.0 feet bgs. Soils encountered in the test pit consisted of light brown sandy silt and cobbles. No debris was observed in the test pit. Soil samples were collected from the sidewalls of TP4-1 and from TP4-2 at a depth of 4.0 feet bgs. The samples were composited by the laboratory and designated TP4. Sample 10875.003 - 7 - TP4 was analyzed for Title 22 metals by US EPA Method 6010B and 7471A, OCPs by US EPA Method 8081A, PCBs by US EPA Method 8082, TPH by US EPA Method 8015B, and SVOCs by US EPA Method 8270C. Test Pits TP5, TP6, TP-7, and TP-8 Leighton excavated test pits in four of the strongest anomalies (low soil conductivity) identified in the south end of the site. The area consists of a large, low, roughly circular mound approximately 200 feet across and approximately 15 feet above the surrounding grade (Figures 3 and 4). The anomalies investigated are located within or adjacent to the mounded area. The anomalies appeared to represent high concentrations of non- conductive or non-metallic materials in the subsurface. Large quantities of construction debris were observed scattered at the surface in the vicinity of test pits TP5-1, TP6-1, TP7-1, and TP8-1. Test pit TP5-1 was excavated to a depth of approximately 12.0 feet bgs. Large quantities of concrete and masonry debris as well as glass and metallic debris were identified in the test pit extending from the surface to approximately 11.0 bgs. Soils consisted of light gray-brown sandy silt with cobbles. Two soil samples were collected from the eastern (TP5-1) and western (TP5-2) ends of test pit TP5 at a depth of 3.0 bgs. The samples were composited by the laboratory and designated TP5. Sample TP5 was analyzed for Title 22 metals by US EPA Method 6010B and 7471A, OCPs by US EPA Method 8081A, PCBs by US EPA Method 8082, TPH by US EPA Method 8015B, and SVOCs by US EPA Method 8270C. Test pit TP6-1 was excavated to a depth of approximately 4.0 feet bgs. Large quantities of concrete and masonry debris as well as glass and metallic debris were identified in the test pit extending from the surface to approximately 4.0 bgs. During excavation friable fibrous, chalky insulation material suspected to contain asbestos was observed in the spoil pile. Once the suspect asbestos material was sampled the test pit was backfilled. Soils encountered in the test pit consisted of light brown sandy silt with cobbles. Two soil samples were collected from the northern (TP6-1) and southern (TP6-2) sidewalls of test pit TP6 at 2.5 and 3.0 bgs, respectively. The samples were composited by the laboratory and designated TP6. Sample TP6 was analyzed for Title 22 metals by US EPA Method 6010B and 7471A, OCPs by US EPA Method 8081A, PCBs by US EPA Method 8082, TPH by US EPA Method 8015B, and SVOCs by US EPA Method 8270C. 10875.003 - 8 - A sample of the suspect asbestos containing material was also collected and analyzed for asbestos content by US EPA Method 600/R-93/116. Test pit TP7 was excavated to a depth of approximately 12.0 feet bgs. Large quantities of concrete and masonry debris as well as glass and ceramic debris were identified in the test pit extending from the surface to approximately 10.0 bgs. Soils consisted of light brown sandy silt with cobbles. Two soil samples were collected from the eastern (TP7-1) and western (TP7-2) ends of test pit TP5 at 2.0 and 3.0 feet bgs respectively. The samples were composited by the laboratory and designated TP7. Sample TP7 was analyzed for Title 22 metals by US EPA Method 6010B and 7471A, OCPs by US EPA Method 8081A, PCBs by US EPA Method 8082, TPH by US EPA Method 8015B, and SVOCs by US EPA Method 8270C. Test pit TP8 was excavated to a depth of approximately 11.0 feet bgs. Large quantities of concrete and masonry debris as well as glass and ceramic debris were identified in the test pit extending from the surface to approximately 10.0 bgs. Soils consisted of light brown sandy silt with cobbles. Results Identification of recovered bottles and debris and review of historical aerial photographs indicate the domestic debris are dated from the 1950s and 1960s. Semi-volatile organic compounds (SVOCs) were not detected above laboratory detection limits in the seven composite samples analyzed. Concentrations of lead greater than the residential California Human Health Screening Level (CHHSL) of 80 mg/kg were detected in composite samples TP1, TP2, TP3 and TP5. Concentrations of lead greater than the total threshold limit concentration of 1,000 milligrams per kilogram (mg/kg) for designated hazardous waste were detected in composite samples TP-3 and TP-2. Concentrations of arsenic greater than the California Department of Toxic Substances Control recognized ambient arsenic concentration for southern California soils of 12 mg/kg (DTSC, 2008) were identified in composite sample TP2. Concentrations of chromium exceeded 10 times the soluble threshold limit (STLC) for hexavalent chromium for designated hazardous waste characterization. The 10875.003 - 9 - remaining metals were each below their respective screening levels in the samples analyzed. Diesel range total petroleum hydrocarbons (TPH) was detected in sample TP5 at 24.9 mg/kg, below the residential RSLs for aromatic (110 mg/kg) and aliphatic (96 mg/kg) diesel range TPH. Oil range TPH was detected in samples TP3 at 62.5 mg/kg and TP5 at 285 mg/kg, these are below the residential RSLs for aromatic (2,500 mg/kg) and aliphatic (230,000 mg/kg) oil range TPH. Organic chlorine pesticides (OCPs) were not detected in the samples analyzed with the exception of gamma chlordane (maximum of 0.0006 mg/kg in sample TP3), technical chlordane (maximum of 0.003 mg/kg in sample TP3), 4,4’-DDD (maximum of 0.001 mg/kg in sample TP3), 4,4’-DDE (maximum of 0.047 mg/kg in sample TP5), 4,4’-DDT (maximum of 0.021 mg/kg in sample TP5), and dieldrin (maximum of 0.009 mg/kg in sample TP5). The maximum concentrations of each of the OCPs are below their respective residential RSLs. Polychlorinated biphenyls (PCBs) were not detected in the samples analyzed with the exception of Aroclor 1254 (maximum of 0.126 mg/kg in sample TP5). The maximum concentration of Aroclor 1254 detected at the site is below residential RSL of 0.240 mg/kg. The suspect asbestos containing material identified in test pit TP5 was found to consist of two layers one containing 60% chrysotile asbestos and the second containing 40% cellulose and other non-fibrous materials and is considered a regulated asbestos containing material. Laboratory results are summarized in Tables 1 through 4 and the laboratory reports are included as Appendix D. Conclusions Based on the Limited Phase II ESA activities performed, Leighton concludes the following: • Approximately 2,500 cubic yards of glass debris were identified buried between approximately 2.0 and 6.0 feet bgs in the vicinity of the linear geophysical anomaly on the west side of the subject site. 10875.003 - 10 - • Four anomalies were investigated on the southern portion of the geophysical investigation area. The anomalies were found to contain broken concrete and masonry debris. The volume of the soil and debris contained within the anomalies ranges between approximately 65 cubic yards at TP-6 to approximately 250 cubic yards at TP-7. • Friable asbestos containing material was identified in test pit TP-5. Approximately one cubic yard of asbestos containing material was identified in the test pit and approximately 10 cubic yards of asbestos impacted soil is expected to be associated with this debris. • Concentrations of lead detected in the vicinity of test pits TP2-1, TP2-2, TP3-1, and TP3-2 exceeded the lead total threshold limit concentration of 1,000 mg/kg for hazardous waste classification. Concentrations of arsenic in excess of the DTSC recognized ambient arsenic concentration for southern California soils in the vicinity of test pits TP2-1 and TP2-2. The remaining metals detected at the subject property were below their respective residential RSLs. • Diesel and oil range TPH were identified in test pit TP5 and oil range TPH was detected in the vicinity of test pits TP3-1 and TP3-2. The concentrations of TPH detected were below the residential RSLs for aromatic and aliphatic diesel and oil range TPH. • PCBs and OCPs were identified at the subject property at concentrations below their respective residential RSLs. The quantity estimates provided above are preliminary in nature, as we have limited information of the extent of impacted materials and have relied on dimensions of the geophysical amomalies to derive some of these estimates. RECOMMENDATIONS Leighton recommends that the remaining unexplored anomalies in the southern and northern portions of the subject property within the geophysical survey area be excavated to further characterize the vertical and lateral extent of debris in the subsurface. To assist in developing a better evaluation of various impacted materials and locations and to refine our volume estimates additional assessment recommended. Leighton recommends additional excavation in the area surrounding test pit TP5 to identify the vertical and lateral extent of the buried asbestos containing materials. Leighton recommends additional soil sampling in the vicinity of TP1-1 and TP-2-1 to characterize the extent of the lead impacted soil in those locations. 10875.003 - 11 - Leighton recommends additional test pits in the vicinity of the high conductivity anomaly at the north end of the geophysical survey area to identify potential landfill materials related to the former Etiwanda Disposal Site. In general, observations should be made during future development activities for features of concern or areas of possible contamination such as, but not limited to, the presence of underground facilities, buried debris, waste drums, tanks, soil staining or odorous soils. Further investigation and analysis may be necessary, should such materials be encountered during grading and/or construction activities. Due to the size of the property and this limited scope of this investigation, Leighton and Associates recommends that the buyer retain a contingency for any potential clean-up activities that may be discovered during the development. Should you have any questions regarding this report, please contact the undersigned at (909) 527-8782. Respectfully submitted, LEIGHTON AND ASSOCIATES, INC. Richard L. Orr, PG 7199 Associate Geologist RLO/rsm Attachments: Figure 1 - Site Location Map Figure 2 - Test Pit Location Map Figure 3 - Soil Conductivity Map Figure 4 - Metallic Anomaly Map Table 1 - Summary of Title 22 Metals in Soil Table 2 - Summary of OCPs in Soil Table 3 - Summary of PCBs in Soil Table 4 - Summary of TPH in Soil Appendix A - References Appendix B - Test Pit Logs Appendix C - Geophysical Survey Report Appendix D - Laboratory Reports and Chain of Custody Appendix E - ASFE Geoenvironmental Report Distribution: (3) Addressee Copyright:© 2013 National Geographic Society, i-cubed, Esri, HERE, DeLorme, MapmyIndia, © OpenStreetMap contributors ³ 0 2,000 4,000 Feet Figure 1 Scale: Leighton Base Map: ESRI ArcGIS Online 2014 Thematic Information: Leighton 1 " = 2,000 ’ Project: 10875.003 Eng/Geol: RLO Map Saved as V:\drafting\10875\002\Maps\10875-002_F01_SLM_2014-11-17.mxd on 11/17/2014 3:47:04 PM Author: Leighton Geomatics (cgiovando) Date: December 2014 SITE LOCATION MAP Stratham Victoria South of Victoria Street and East of Interstate 15 Fontana, California Approximate Site Boundary Source: Esri, DigitalGlobe, GeoEye, i-cubed, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community TEST PIT LOCATION MAP Stratham Victoria South of Victoria Street and East of I-15 Fontana, California Figure 2 Leighton Scale: Base Map: ESRI ArcGIS Online 2014 Thematic Information: Southwest Geophysics Inc. 1 " = 80 ’ Project: 10875.003 Eng/Geol: RLO Author: Leighton Geomatics (cgiovando) Date: December 2014 Legend TTPP11--33 TTPP11--22 TTPP11--55TTPP11--44 TTPP11--77 TTPP11--66 TTPP11--11CCrr>>1100xx SSTTLLCC PPbb >>8800 mmgg//kkgg TTPP22--77 TTPP22--66 TTPP22--33 TTPP22--22 TTPP22--11 TTPP22--55 TTPP22--44 PPbb >>TTTTLLCC CCrr >>1100xx SSTTLLCC TTPP22--88 TTPP33--22 TTPP33--11 TTPP33--33TTPP33--44 PPbb >>TTTTLLCC CCrr >>1100xx SSTTLLCC TTPP44--22 TTPP44--11 TTPP88--11 TTPP77--11 TTPP55--11 TTPP66--11 PPbb >>8800 mmgg//kkgg AAssbbeessttooss CCoonnttaaiinniinngg DDeebbrriiss GGeeootteecchhnniiccaall TTeesstt PPiitt Test Pit Location ³ 0 80 160 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 Quadrature Datain millisiemens/meter Victoria Street ? 1487350 1487400 1487450 1487500 1487550 1487600 1487650 1487700 1487750 1487800 1487850 12389050 12389100 12389150 12389200 12389250 12389300 12389350 12389400 12389450 12389500 12389550 12389600 12389650 12389700 approximate scale in feet 80 1600 Figure 2a Victoria Street Project Fontana, California SOUTHWEST GEOPHYSICS INC. Project No.: 114501 Date: 12/14 SITE DATA MAPEM-31 Quadrature DataCI= 2 millisiemens/meter X LEGEND Test Pit Road Concrete Bridge Edge of Dirt Road Fence Center of Drainage Possible Storm Drain Line Surface Debris Possible Drain Sign Dense Brush * All dimensions are approximate.* Lines queried where termination uncertain. EM Data Collection Area TTPP11--33 TTPP11--22 TTPP11--55TTPP11--44 TTPP11--77 TTPP11--66 TTPP11--11Cr >10x STLCPb > 80 mg/kg TTPP22--77 TTPP22--66 TTPP22--33 TTPP22--22 TTPP22--11 TTPP22--55 TTPP22--44 Pb > TTLCCr > 10x STLC TTPP22--88 TTPP33--22 TTPP33--11 TTPP33--33TTPP33--44 Pb > TTLCCr > 10x STLC TTPP44--22 TTPP44--11 TTPP88--11 TTPP77--11 TTPP55--11 TTPP66--11 Pb > 80 mg/kg AsbestosContainingDebris Geotechnical Test Pit SOIL CONDUCTIVITY MAP Stratham Victoria South of Victoria Street and East of I-15 Fontana, California Leighton FIGURE 3 Date: December 2014 Eng/Geol: RLOProj: 10875.003 Scale: 1" = 150' Drafted By:Checked By: -10 -8 -6 -4 -2 0 2 4 6 8 10 Inphase Datain ppt Victoria Street ? 1487350 1487400 1487450 1487500 1487550 1487600 1487650 1487700 1487750 1487800 1487850 12389050 12389100 12389150 12389200 12389250 12389300 12389350 12389400 12389450 12389500 12389550 12389600 12389650 12389700 approximate scale in feet 80 1600 Figure 2b Victoria Street ProjectFontana, California SOUTHWESTGEOPHYSICS INC. Project No.: 114501 Date: 12/14 SITE DATA MAP EM-31 In-Phase DataCI= 2 ppt X LEGEND Test Pit Road Concrete Bridge Edge of Dirt Road Fence Center of Drainage Possible Storm Drain Line Surface Debris Possible Drain Sign Dense Brush * All dimensions are approximate.* Lines queried where termination uncertain. EM DataCollection Area TTPP11--33 TTPP11--22 TTPP11--55TTPP11--44 TTPP11--77 TTPP11--66 TTPP11--11Cr >10x STLCPb > 80 mg/kg TTPP22--77 TTPP22--66 TTPP22--33 TTPP22--22 TTPP22--11 TTPP22--55 TTPP22--44 Pb > TTLCCr > 10x STLC TTPP22--88 TTPP33--22 TTPP33--11 TTPP33--33TTPP33--44 Pb > TTLCCr > 10x STLC TTPP44--22 TTPP44--11 TTPP88--11 TTPP77--11 TTPP55--11 TTPP66--11 Pb > 80 mg/kg AsbestosContainingDebris Geotechnical Test Pit METALLIC ANOMALY MAP Stratham Victoria South of Victoria Street and East of I-15 Fontana, California Leighton FIGURE 4 Date: December 2014 Eng/Geol: RLOProj: 10875.003 Scale: 1" = 150' Drafted By:Checked By: Table 1 SUMMARY OF TITLE 22 METALS in Soil Victoria Street Site Fontana, California 10875.003 1 Leighton and Associates, Inc. Limited Phase II ESA Victoria Street Site December 2014 Sample Antimony Arsenic Barium Beryllium Cadmium Chromium Cobalt Copper Lead Mercury Molybdenum Nickel Selenium Silver Thallium Vanadium Zinc Date (mg/kg)(mg/kg)(mg/kg)(mg/kg)(mg/kg)(mg/kg)(mg/kg)(mg/kg)(mg/kg)(mg/kg)(mg/kg)(mg/kg)(mg/kg)(mg/kg)(mg/kg)(mg/kg)(mg/kg) TP1-1-3.0 11/24/2014TP1-2-3.0 11/24/2014 TP2-1-3.0 11/24/2014TIP2-2- 6.0 11/24/2014 TP3-1-3.0 11/24/2014TP3-2-3.0 11/24/2014 TP4-1-4.0 11/24/2014 TP4-2-4.0 11/24/2014 TP5-1-3.0 11/24/2014TP5-2-3.0 11/24/2014 TP6-1-2.5 11/24/2014 TP6-2-3.0 11/24/2014 TP7-1-2.0 11/24/2014 TP-7-2-3.0 11/24/2014 18.8 24.4 686 <0.180 10.6 82.1 17.9 457 1,920 <0.0062 5.8 50 <0.234 <0.414 <0.432 73.1 2,690 EPA Residential Screening Levels 39 0.67 15,000 160 70.00 120,000 23 3,100 400 9.4 390 1,500 390 390 0.78 390 23,000 NOTES:EPA Residential Screening Levels = US Environmental Protection Agency Region IX Regional Screening Levels for residential soil use mg/kg = milligrams per kilogram <0.250 = analyte not detected above designated method detection limit J = Sample reported - = sample not tested for this analyte Maximum Site Concentration 10.6 9.70 <0.119 <0.180 <0.180 <0.180 686 1.88 135 <0.119 <0.119 67.1 82.1 64.4 21.3 39.7 17.7 25.3 2.91 311 2,690 1,640 52.5 272 62.6 56.8 45.1 73.1 63.0 67.6 68.1 42.4 51.5<0.432 <0.432 <0.432 <0.432 <0.432 <0.432 <0.432<0.414 <0.414 <0.414 <0.414 <0.414 <0.414 <0.414<0.234 <0.234 <0.234 <0.234 <0.234 <0.234 <0.2343.27 4.74 20.9 4.25 19.9 28.8 49.9<0.274 <0.274 3.77J 5.83 <0.274 <0.274 <0.274<0.0062 <0.0062 <0.0062 <0.0062 <0.0062 <0.0062 <0.0062 13.6 3.61 87.5 4.54 1,920 1,760 113 6.91 9.58 8.88 14.2 15390.017.9 <0.180 <0.180 457 11.5 8.65 2816.37 157 <0.180 13.2 356 42914.0 24.4 435 <0.180 <0.250 7.78 12.4 92.7 <0.250 <0.250 <0.250 18.8 3.04 <0.248 2.62 <0.248 <0.248 <0.250 TP-7 Discrete Sample ID (depth in feet) Composite Sample ID TP-1 TP-2 TP-3 TP-4 TP-5 TP-6 Table 2 SUMMARY OF OCPs in Soil Victoria Street Site Fontana, California 10875.003 1 Leighton and Associates, Inc. Limited Phase II ESA Victoria Street Site December 2014 TP1-1-3.0 11/24/2014 TP1-2-3.0 11/24/2014 TP2-1-3.0 11/24/2014 TP2-2- 6.0 11/24/2014 TP3-1-3.0 11/24/2014 TP3-2-3.0 11/24/2014 TP4-1-4.0 11/24/2014 TP4-2-4.0 11/24/2014 TP5-1-3.0 11/24/2014 TP5-2-3.0 11/24/2014 TP6-1-2.5 11/24/2014 TP6-2-3.0 11/24/2014 TP7-1-2.0 11/24/2014 TP7-2-3.0 11/24/2014 <0.0001 0 0.003 0.001 0.047 0.021 0.000 0.43 0.43 1.8 2.2 1.6 1.9 0.0 NOTES: Bolded analytical results are above the method detection limits EPA Residential Screening Levels = US Environmental Protection Agency Region IX Regional Screening Levels for residential soil use mg/kg = milligrams per kilogram <0.0001 = analyte not detected above designated method detection limit J = concentration estimated between laboratory method detection limit and practical quantation limit EPA Residential RSL Maximum Site Concentration Dieldrin (mg/kg) <0.0002 <0.0001 Sample Date 4,4'-DDT (mg/kg) 4,4'-DDD (mg/kg) <.0003 alpha-Chlordane (mg/kg) gamma- Chlordane (mg/kg) 4,4'-DDE (mg/kg) <0.0002 0.0006J <0.0002 <0.002 <0.0002 <0.0002 <0.0002 <0.001 <0.0001 <0.0001 <0.0001 <0.0001 Technical- Chlordane (mg/kg) <0.0005 <0.0005 0.003 <0.0005 <0.005 <0.0005 <0.0005 <.0003 0.001 <.0003 <.003 <.0003 <.0003 0.0009J 0.004 <.0003 0.002 0.002 <.0003 0.047 <.0003 <0.0001 <0.0001 0.009J <0.0001 0.005 <0.0001 0.002 0.006 <0.0001 0.021 <0.0001 <0.0001 <0.0001 TP6 TP7 Discrete Sample Name (Depth in Feet) TP1 TP2 TP3 TP4 TP5 Composite Sample ID Table 3 SUMMARY OF PCBs in Soil Victoria Street Site Fontana, California 10875.003 2 Leighton and Associates, Inc. Limited Phase II ESA Victoria Street Site December 2014 TP1-1-3.0 11/24/2014TP1-2-3.0 11/24/2014 TP2-1-3.0 11/24/2014TP2-2- 6.0 11/24/2014 TP3-1-3.0 11/24/2014TP3-2-3.0 11/24/2014 TP4-1-4.0 11/24/2014 TP4-2-4.0 11/24/2014 TP5-1-3.0 11/24/2014 TP5-2-3.0 11/24/2014 TP6-1-2.5 11/24/2014 TP6-2-3.0 11/24/2014TP7-1-2.0 11/24/2014 TP-7-2-3.0 11/24/2014 <0.005 <0.005 <0.005 <0.005 <0.005 0.126 <0.005 <0.005 0.089 0.150 0.150 0.240 0.240 0.240 0.240 N/A Notes:mg/kg = milligrams per kilogramEPA Residential Screening Levels = US Environmental Protection Agency Region IX Regional Screening Levels for residential soil use PCB = Polychlorinated Biphenyl EPA Residential Screening Levels PCB- 1260 Total PCBs Maximum Site Concentration PCB- 1232 PCB- 1242 PCB-1248 (mg/kg) PCB- 1254 Composite Sample ID Sample Date <0.005 <0.005 <0.005 <0.005 PCB- 1016 PCB- 1221 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 0.018 <0.005 <0.005 <0.005 0.059 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 0.126 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 0.031 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 0.012 <0.005 <0.005TP7 Discrete Sample ID (Depth in Feet) TP1 TP2 TP3 TP4 TP5 TP6 Table 4 SUMMARY OF TPH in Soil Victoria Street Site Fontana, California 10875.003 1 Leighton and Associates, Inc. Limited Phase II ESA Victoria Street Site December 2014 Sample Number Sample C4-C10 C11-C22 C23-C35 (Depth in Feet)Date (mg/kg)(mg/kg)(mg/kg) TP1-1-3.0 11/24/2014TP1-2-3.0 11/24/2014 TP2-1-3.0 11/24/2014TIP2-2- 6.0 11/24/2014 TP3-1-3.0 11/24/2014 TP3-2-3.0 11/24/2014 TP4-1-4.0 11/24/2014 TP4-2-4.0 11/24/2014 TP5-1-3.0 11/24/2014 TP5-2-3.0 11/24/2014 TP6-1-2.5 11/24/2014 TP6-2-3.0 11/24/2014 TP7-1-2.0 11/24/2014 TP-7-2-3.0 11/24/2014 <5 24.9 285 1/2 x maximum site concentration N/A 12.5 143 US EPA Residential RSL (aromatic)*82.0 110 2,500 US EPA Residential RSL (aliphatic)*520.0 96 230,000 NOTES: EPA Residential Screening Levels = US Environmental Protection Agency Region IX Regional Screening Levels for residential soil use Bolded analytical results are above the method detection limits C4-C10 = Gasoline Range C11-C22 = Diesel Range C23-C35 = Motor Oil Range mg/kg = milligrams per kilogram TPH = Total Petroleum Hydrocarbons <0.050 = analyte not detected above designated method detection limit * = Sample concentrations are assumed to be 50% aromatic and 50% aliphatic <5 <5 24.9 <5 TP-7 <5 <25 <25 Maximum Site Sample Concentration <5 <5 <25 <25 62.5 <25 <5 <5 <5<5 <5 Sample ID 285 <5 <5 TP-1 TP-2 TP-3 TP-4 TP-5 TP-6 Appendix A References 10875.003 APPENDIX A References Department of Toxic Substances Control (DTSC,) 2008, Determination of a Southern California Regional Background Arsenic Concentration in Soil, by G. Chernoff, W. Bosan, and D. Oudiz, http://www.dtsc.ca.gov/upload/Background-Arsenic.pdf. Leighton and Associates, Inc., 2014a, Geotechnical Investigation and Infiltration Testing, Proposed Residential Development (APN 0228-091-07), South of Victoria Street and East of Interstate 15, City of Fontana, California, dated December 2, 2014, Project Number 10875.003. Leighton and Associates, Inc., 2014b, Limited Phase II Environmental Site Assessment, Proposed Victoria Street Residential Development Southeast of the Intersection of Victoria Street and Interstate 15, City of Fontana, San Bernardino County, California, Assessor Parcel Number (APN) 0228-091-07, dated December 5, 2014, Project Number 10875.003. United States Environmental Protection Agency, Region 9, Regional Screening Levels (RSLs) Table, November 2014. Appendix B Test Pit Logs Appendix C Geophysical Survey Report GEOPHYSICAL EVALUATION VICTORIA STREET PROJECT FONTANA, CALIFORNIA PREPARED FOR: Leighton Consulting, Inc. 10532 Acacia Street, Suite B-6 Rancho Cucamonga, CA 91730 PREPARED BY: Southwest Geophysics, Inc. 8057 Raytheon Road, Suite 9 San Diego, CA 92111 December 8, 2014 Project No. 114501 December 8, 2014 Project No. 114501 Mr. Richard Orr Leighton Consulting, Inc. 10532 Acacia Street, Suite B-6 Rancho Cucamonga, CA 91730 Subject: Geophysical Evaluation Victoria Street Project Fontana, California Dear Mr. Orr: In accordance with your authorization, we have performed a geophysical evaluation pertaining to the Victoria Street Project located in Fontana, California. Specifically, our services included the performance of reconnaissance level electromagnetic surveys at the site. The primary purpose of the study was to delineate the lateral limits of landfill debris within a portion of the property se- lected by your office. This report presents the survey methodology, equipment used, analysis, and findings. We appreciate the opportunity to be of service on this project. Should you have any questions related to this report, please contact the undersigned at your convenience. Sincerely, SOUTHWEST GEOPHYSICS, INC. PFL/HV/hv Distribution: Addressee (electronic) Patrick Lehrmann, P.G., P.Gp. Principal Geologist/Geophysicist Hans van de Vrugt, C.E.G., P.Gp. Principal Geologist/Geophysicist Victoria Street Project December 8, 2014 Fontana, California Project No. 114501 i TABLE OF CONTENTS Page 1. INTRODUCTION ....................................................................................................................1 2. SCOPE OF SERVICES ............................................................................................................1 3. SITE AND PROJECT DESCRIPTION ...................................................................................1 4. GEOPHYSICAL INSTRUMENTATION AND APPLICATIONS ........................................2 4.1. EM31 ............................................................................................................................2 4.2. EM61 ............................................................................................................................2 5. SURVEY METHODOLOGY ..................................................................................................2 6. RESULTS AND CONCLUSIONS ..........................................................................................3 7. LIMITATIONS .........................................................................................................................4 Figures Figure 1 – Site Location Map Figure 2a – Site Data Map, EM31 Quadrature Phase Data Figure 2b – Site Data Map, EM31 In-Phase Data Figure 3 – Site Photographs Victoria Street Project December 8, 2014 Fontana, California Project No. 114501 1 1. INTRODUCTION In accordance with your authorization, we have performed a geophysical evaluation pertaining to the Victoria Street Project located in Fontana, California (Figure 1). Specifically, our services included the performance of reconnaissance level electromagnetic surveys at the site. The prima- ry purpose of the study was to delineate the lateral limits of landfill debris within a portion of the property selected by your office (see Figures 2a or 2b). This report presents the survey method- ology, equipment used, analysis, and findings. 2. SCOPE OF SERVICES Our scope of services included: • Performance of electromagnetic surveys across the study area. • Compilation and geophysical analysis of the data collected. • Preparation of this report presenting our findings and conclusions. 3. SITE AND PROJECT DESCRIPTION The study area is located southwest of the intersection of Victoria Street and Etiwanda Creek just southeast of Interstate 15 in Fontana, California (Figure 1). Specifically, the geophysical survey included areas delineated with survey stakes marked out by your office prior to our evaluation. The site is predominantly flat with areas of dense brush. A chain link fence was located along the north and east edge of the site. Broken bottles, tires, and concrete debris were also visible in the study area. Figure 3 shows the general site conditions in the survey area. Based on our discussions with you, it is our understanding that the study area was reportedly used as a local dump site some time during the 1950s. However, the limits, quantity, and duration of dumping are not known. Additionally, it is our understanding that several test pits were con- ducted prior to our evaluation and that landfill debris was encountered. Victoria Street Project December 8, 2014 Fontana, California Project No. 114501 2 4. GEOPHYSICAL INSTRUMENTATION AND APPLICATIONS Our evaluation included the use of a Geonics EM31 terrain conductivity meter and a Geonics EM61 time-domain metal detection device in order to delineate the presence of landfill debris. The following is a brief description of each instrument and application. 4.1. EM31 The EM31 is a frequency domain terrain conductivity meter that operates at a frequency of 9.8 kHz and has an effective exploration depth of roughly 20 feet. It is comprised of two coils, a transmitter coil and receiver coil. The transmitter coil induces circular eddy currents that generate a magnetic field in the subsurface, which is related to the terrain conductivity. There are two components of the magnetic field which are measured by the EM31; the quad- rature phase (QP) and the in-phase (IP) components. The quadrature phase provides electrical conductivity measurements, in MilliSiemen per meter (mS/m). The in-phase measurements are the ratio of the induced secondary magnetic field to the primary magnetic field in parts per thousand (ppt). The in-phase measurement is significantly more sensitive to large metallic objects than the quadrature phase. The primary purpose of the EM31 survey was to evaluate terrain conductivity and assess the presence of large buried metal objects. Before collection of EM31 datasets, calibration of the instrument was performed. 4.2. EM61 The EM61 instrument is a high resolution, time-domain device used for detecting buried metal objects. It consists of a powerful transmitter that generates a pulsed primary magnetic field when its coils are energized, which induces eddy currents in nearby conductive objects. The decay of the eddy currents, following the input pulse, is measured by the coils, which in turn serve as receiver coils. The decay rate is measured for two coils, mounted concentrical- ly, one above the other. By making the measurements at a relatively long time interval (measured in milliseconds) after termination of the primary pulse, the response is nearly in- dependent of the electrical conductivity of the ground. Thus, the instrument is a super- sensitive metal detector. Due to its unique coil arrangement, the response curve is a single well-defined positive peak directly over a buried conductive object. This facilitates quick and accurate location of targets. Conductive objects to a depth of approximately 11 feet gen- erally can be detected. 5. SURVEY METHODOLOGY In order to facilitate the collection of EM31 data a Trimble Pro XRS global positioning system (GPS) was used for spatial control. Traverses spaced roughly 10 to 15 feet apart were conducted with the EM31 across assessable portions of the survey area with data points collected at 0.5 second intervals. Notable surface features such as survey stakes, reinforced concrete debris, fenc- Victoria Street Project December 8, 2014 Fontana, California Project No. 114501 3 ing, and surface metal were mapped with GPS. The EM31 and GPS data were downloaded to a laptop computer in the field for initial processing and analysis. Traverses with the EM61 were conducted in the areas where EM31 anomalies were detected in order to further assess the nature of these features. The EM61 data were evaluated in real-time. 6. RESULTS AND CONCLUSIONS As previously discussed, the purpose of our study was to provide information regarding the pres- ence of buried debris at the project site through the collection of geophysical data. Specifically, electromagnetic surveys were used to assess the nature and lateral limits of buried waste. The EM31 quadrature phase (QP) results and the in-phase (IP) component are presented in Fig- ures 2a and 2b, respectively. The QP results are illustrated as color gradient images, with warm colors representing higher conductivity (lower resistivity) values and cool colors representing lower conductivity (higher resistivity) values. The average background value (~9 mS/m) is shown in yellow. The IP results are also illustrated as color gradient images, with warm colors representing higher ppt values and cool colors representing lower ppt values. The background value (~0-1 ppt) is shown in yellow. The QP and IP results appear to indicate the limits of a long linear landfill pod in the northwest portion of the study area and a broader area of potential de- bris in the southern end of the study area. For the majority of the long linear response (possible landfill pod) the QP and IP values are less than the background, suggesting the possible presence of buried non-metallic debris (i.e., glass, paper, wood, etc.). The larger anomalous area to the south appears to have both relatively low and high QP and IP values, suggesting the possible presence of buried metallic and non-metallic debris. Several high and low responses were also noted in the northeast end of the survey area; however, these appear to be associated with con- struction debris at the surface, and a possible storm drain. It should be noted that the presence of the onsite construction debris, sign posts and fencing lim- ited the EM surveys. The response produced by these objects can obscure the response produced Victoria Street Project December 8, 2014 Fontana, California Project No. 114501 4 by nearby buried objects. Typically data collected within roughly 10 feet of these features can be affected. 7. LIMITATIONS The field evaluation and geophysical analyses presented in this report have been conducted in general accordance with current practice and the standard of care exercised by consultants per- forming similar tasks in the project area. No warranty, express or implied, is made regarding the conclusions and opinions presented in this report. There is no evaluation detailed enough to re- veal every subsurface condition. Variations may exist and conditions not observed or described in this report may be present. Uncertainties relative to subsurface conditions can be reduced through additional subsurface exploration. Additional subsurface surveying will be performed upon request. This document is intended to be used only in its entirety. No portion of the document, by itself, is designed to completely represent any aspect of the project described herein. Southwest Geophys- ics, Inc. should be contacted if the reader requires additional information or has questions regarding the content, interpretations presented, or completeness of this document. This report is intended exclusively for use by the client. Any use or reuse of the findings, conclusions, and/or recommendations of this report by parties other than the client is undertaken at said parties’ sole risk. 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 Quadrature Datain millisiemens/meter Victoria Street ? 1487350 1487400 1487450 1487500 1487550 1487600 1487650 1487700 1487750 1487800 1487850 12389050 12389100 12389150 12389200 12389250 12389300 12389350 12389400 12389450 12389500 12389550 12389600 12389650 12389700 approximate scale in feet 80 1600 Figure 2a Victoria Street ProjectFontana, California SOUTHWEST GEOPHYSICS INC. Project No.: 114501 Date: 12/14 SITE DATA MAP EM-31 Quadrature DataCI= 2 millisiemens/meter X LEGEND Test Pit Road Concrete Bridge Edge of Dirt Road Fence Center of Drainage Possible Storm Drain Line Surface Debris Possible Drain Sign Dense Brush * All dimensions are approximate. * Lines queried where termination uncertain. EM DataCollection Area -10 -8 -6 -4 -2 0 2 4 6 8 10 Inphase Data in ppt Victoria Street ? 1487350 1487400 1487450 1487500 1487550 1487600 1487650 1487700 1487750 1487800 1487850 12389050 12389100 12389150 12389200 12389250 12389300 12389350 12389400 12389450 12389500 12389550 12389600 12389650 12389700 approximate scale in feet 80 1600 Figure 2b Victoria Street ProjectFontana, California SOUTHWEST GEOPHYSICS INC. Project No.: 114501 Date: 12/14 SITE DATA MAP EM-31 In-Phase DataCI= 2 ppt X LEGEND Test Pit Road Concrete Bridge Edge of Dirt Road Fence Center of Drainage Possible Storm Drain Line Surface Debris Possible Drain Sign Dense Brush * All dimensions are approximate. * Lines queried where termination uncertain. EM DataCollection Area Appendix D Laboratory Analytical Reports and Chain of Custody Documentation LA Testing 520 Mission Street, South Pasadena, CA 91030 Phone/Fax:(323) 254-9960 / (323) 254-9982 http://www.LATesting.com pasadenalab@latesting.com 321421826 CustomerID:32LEIG25A CustomerPO: ProjectID: LA Testing Order: Attn:Richard Orr Leighton & Associates 10532 Acacia Street Unit B Rancho Cucamonga, CA 91730 Received: 11/26/14 9:30 AM 10875.003 Fax:(909) 484-2170 Phone:(760) 346-6113 Project: 11/28/2014Analysis Date: Collected: Sample Description Appearance % Type AsbestosNon-Asbestos % Fibrous % Non-Fibrous Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy TP6-3-20-Insulation 1 321421826-0001 Test Pit 6, Southside of Site White Fibrous Heterogeneous Chrysotile60%Non-fibrous (other)40% TP6-3-20-Insulation 2 321421826-0001A Test Pit 6, Southside of Site Brown None Detected Fibrous Heterogeneous Cellulose80%Non-fibrous (other)20% 1THIS IS THE LAST PAGE OF THE REPORT.Test Report PLM-7.28.9 Printed: 11/28/2014 2:01:54 PM Jerry Drapala Ph.D, Laboratory Manager or other approved signatory Analyst(s) EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy, precision and uncertainty data available upon request. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Reporting limit is 1% Samples analyzed by LA Testing South Pasadena, CA NVLAP Lab Code 200232-0, CA ELAP 2283 Initial report from 11/28/2014 14:01:54 Francisco Moreno (2) OrderID: 321421826 Page 1 Of 1 Appendix E ASFE Geoenvironmental Reports ❖ APPENDICES ❖ APPENDIX E PRELIMINARY DRAINAGE REPORT Tentative Tract Map No 20229 Fontana Victoria Preliminary Drainage Report September 15, 2018 Prepared For: Stratham Homes 2201 Dupont Drive Irvine, CA 92612 (949) 833-1554 Prepared By: Allard Engineering 16866 Seville Avenue Fontana, CA 92335 (909) 356-1815 Prepared under the supervision of: _____________________________________ Reynold R. AllardReynold R. AllardReynold R. AllardReynold R. Allard,,,, P.E. RCE 79086P.E. RCE 79086P.E. RCE 79086P.E. RCE 79086 Exp. 0Exp. 0Exp. 0Exp. 03333----31313131----20202020 16866 Seville16866 Seville16866 Seville16866 Seville Avenue Fontana, CA 92335Avenue Fontana, CA 92335Avenue Fontana, CA 92335Avenue Fontana, CA 92335 (909) 356(909) 356(909) 356(909) 356----1815 1815 1815 1815 **** (909) (909) (909) (909) 434434434434----1820182018201820 Table of Contents Discussion Reference Material Hydrology Developed Hydrology Exhibit Developed Rational Method (100 Year Storm) Hydraulic Calculations Drive Isle Street Capacity Strom Drain Capacity of Channel Connection Discussion Introduction This project is proposing 21.74 gross acres of detached residential units comprising of a townhome/condo style development. The entire project consists of 193 salable units in a private community gated community. The community will include common open space area such as pool, clubhouse and park play area. The development will have a HOA to maintain the community elements along with the storm drain system and WQMP BMPs for the site. The project will also be proposing frontage improvements to North Heritage Circle and Victoria Street. The project is located in the City of Fontana, bounded by Pacific Electric Trail to the South, San Sevaine/Etiwanda Channel to the West, North Heritage Circle to the East and Victoria Street to the North. The existing site undeveloped land with sparse vegetation and drains southwesterly to San Sevaine/Etiwanda Channel. Purpose The purpose of this report is to provide preliminary hydrology and to confirm that the master plan storm drain downstream of the project is adequately sized to convey this project, and to demonstrate that this project is in conformance with the master plan of drainage. Criteria The San Bernardino County Hydrology Manual criteria and methodology was used to determine the developed runoff. NOAA Atlas 14 maps were used to determine the 100 year storm intensity. Advanced Engineering Software was utilized to perform computations. Findings The proposed onsite development will comprise of a back bone storm drain system that will convey flows to the southwest corner of the project. The storm drain will connect to the San Sevaine/Etiwanda Channel via a 36” RCP and will convey the total 100 year storm runoff of 51.4 cfs. This is channel is a fully constructed master plan facility and is more than sufficient to adequately convey this projects 100 year developed runoff. At the appropriate time an encroachment permit will be obtained from San Bernardino County Flood Control. Throughout the site there will be a number of underground chambers to treat the design captured volume required in the by the Water Quality Management plan. The overflow for these underground systems will be the mentioned back bone storm drain system. A typical drive isle will have around 25cfs and will require inlets/catch basins to reduce the depth of water once this flow rate becomes exceeded. The final onsite and offsite inlets and storm drain hydraulic sizing will occur with the final drainage report during the final engineering stage of this project. This project does not anticipate any offsite drainage tributary to the site. Discussion Reference Material 9/15/2018 Precipitation Frequency Data Server https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=34.1263&lon=-117.5032&data=depth&units=english&series=pds 1/4 NOAA Atlas 14, Volume 6, Version 2 Location name: Fontana, California, USA* Latitude: 34.1263°, Longitude: -117.5032° Elevation: 1311.82 ft** * source: ESRI Maps ** source: USGS POINT PRECIPITATION FREQUENCY ESTIMATES Sanja Perica, Sarah Dietz, Sarah Heim, Lillian Hiner, Kazungu Maitaria, Deborah Martin, SandraPavlovic, Ishani Roy, Carl Trypaluk, Dale Unruh, Fenglin Yan, Michael Yekta, Tan Zhao, GeoffreyBonnin, Daniel Brewer, Li-Chuan Chen, Tye Parzybok, John Yarchoan NOAA, National Weather Service, Silver Spring, Maryland PF_tabular | PF_graphical | Maps_&_aerials PF tabular PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)1 Duration Average recurrence interval (years) 1 2 5 10 25 50 100 200 500 1000 5-min 0.123 (0.102‑0.149) 0.162 (0.134‑0.196) 0.212 (0.176‑0.259) 0.254 (0.209‑0.312) 0.310 (0.246‑0.394) 0.353 (0.275‑0.459) 0.398 (0.301‑0.530) 0.443 (0.327‑0.608) 0.506 (0.357‑0.724) 0.555 (0.378‑0.823) 10-min 0.176 (0.147‑0.214) 0.232 (0.193‑0.281) 0.304 (0.253‑0.371) 0.364 (0.299‑0.447) 0.444 (0.353‑0.565) 0.506 (0.394‑0.658) 0.570 (0.432‑0.759) 0.635 (0.468‑0.872) 0.725 (0.511‑1.04) 0.795 (0.541‑1.18) 15-min 0.213 (0.177‑0.258) 0.280 (0.233‑0.340) 0.368 (0.305‑0.448) 0.440 (0.362‑0.540) 0.537 (0.427‑0.683) 0.613 (0.476‑0.796) 0.689 (0.522‑0.918) 0.768 (0.566‑1.05) 0.877 (0.619‑1.25) 0.961 (0.655‑1.43) 30-min 0.310 (0.258‑0.376) 0.408 (0.340‑0.496) 0.536 (0.445‑0.653) 0.641 (0.527‑0.787) 0.783 (0.622‑0.995) 0.892 (0.694‑1.16) 1.00 (0.761‑1.34) 1.12 (0.824‑1.54) 1.28 (0.901‑1.83) 1.40 (0.954‑2.08) 60-min 0.456 (0.380‑0.553) 0.600 (0.499‑0.729) 0.788 (0.654‑0.960) 0.942 (0.774‑1.16) 1.15 (0.914‑1.46) 1.31 (1.02‑1.70) 1.48 (1.12‑1.97) 1.65 (1.21‑2.26) 1.88 (1.32‑2.69) 2.06 (1.40‑3.05) 2-hr 0.705 (0.587‑0.855) 0.924 (0.768‑1.12) 1.20 (0.998‑1.47) 1.43 (1.17‑1.75) 1.72 (1.37‑2.19) 1.94 (1.51‑2.52) 2.16 (1.64‑2.88) 2.39 (1.76‑3.28) 2.69 (1.90‑3.85) 2.92 (1.99‑4.33) 3-hr 0.913 (0.760‑1.11) 1.19 (0.992‑1.45) 1.55 (1.28‑1.88) 1.83 (1.50‑2.24) 2.19 (1.74‑2.79) 2.46 (1.92‑3.20) 2.73 (2.07‑3.64) 3.00 (2.21‑4.12) 3.36 (2.37‑4.81) 3.63 (2.47‑5.39) 6-hr 1.35 (1.12‑1.63) 1.76 (1.46‑2.13) 2.27 (1.88‑2.77) 2.67 (2.19‑3.28) 3.18 (2.53‑4.05) 3.56 (2.77‑4.63) 3.93 (2.98‑5.24) 4.30 (3.16‑5.89) 4.77 (3.37‑6.83) 5.12 (3.49‑7.60) 12-hr 1.83 (1.53‑2.22) 2.40 (2.00‑2.92) 3.10 (2.57‑3.78) 3.64 (3.00‑4.47) 4.33 (3.44‑5.51) 4.83 (3.75‑6.27) 5.31 (4.03‑7.08) 5.78 (4.26‑7.93) 6.39 (4.51‑9.14) 6.83 (4.65‑10.1) 24-hr 2.49 (2.21‑2.87) 3.30 (2.92‑3.81) 4.30 (3.79‑4.97) 5.06 (4.43‑5.90) 6.04 (5.11‑7.27) 6.74 (5.59‑8.29) 7.42 (6.01‑9.34) 8.08 (6.37‑10.5) 8.92 (6.75‑12.0) 9.54 (6.97‑13.3) 2-day 3.04 (2.69‑3.50) 4.12 (3.64‑4.75) 5.48 (4.84‑6.34) 6.56 (5.74‑7.65) 7.96 (6.74‑9.60) 9.01 (7.47‑11.1) 10.0 (8.13‑12.6) 11.1 (8.72‑14.3) 12.4 (9.39‑16.7) 13.4 (9.82‑18.7) 3-day 3.23 (2.86‑3.72) 4.45 (3.93‑5.13) 6.02 (5.31‑6.97) 7.29 (6.38‑8.50) 9.00 (7.62‑10.8) 10.3 (8.54‑12.7) 11.6 (9.40‑14.6) 12.9 (10.2‑16.8) 14.7 (11.1‑19.9) 16.1 (11.8‑22.5) 4-day 3.49 (3.09‑4.03) 4.85 (4.29‑5.60) 6.63 (5.85‑7.68) 8.09 (7.08‑9.43) 10.1 (8.52‑12.1) 11.6 (9.61‑14.3) 13.1 (10.6‑16.6) 14.7 (11.6‑19.1) 16.9 (12.8‑22.8) 18.6 (13.6‑26.0) 7-day 4.01 (3.55‑4.63) 5.63 (4.97‑6.49) 7.76 (6.84‑8.97) 9.51 (8.32‑11.1) 11.9 (10.1‑14.4) 13.8 (11.4‑17.0) 15.7 (12.7‑19.8) 17.7 (14.0‑23.0) 20.5 (15.5‑27.6) 22.7 (16.6‑31.6) 10-day 4.38 (3.88‑5.05) 6.17 (5.46‑7.12) 8.55 (7.54‑9.90) 10.5 (9.21‑12.3) 13.3 (11.2‑16.0) 15.4 (12.8‑18.9) 17.6 (14.2‑22.2) 19.9 (15.7‑25.8) 23.1 (17.5‑31.1) 25.6 (18.7‑35.7) 20-day 5.10 (4.52‑5.88) 7.29 (6.44‑8.40) 10.2 (9.03‑11.8) 12.7 (11.1‑14.8) 16.2 (13.7‑19.5) 19.0 (15.7‑23.3) 21.9 (17.7‑27.5) 24.9 (19.6‑32.3) 29.2 (22.1‑39.4) 32.7 (23.9‑45.6) 30-day 6.01 (5.32‑6.93) 8.62 (7.63‑9.95) 12.2 (10.7‑14.1) 15.2 (13.3‑17.7) 19.5 (16.5‑23.5) 22.9 (19.0‑28.2) 26.6 (21.5‑33.5) 30.4 (24.0‑39.4) 35.9 (27.2‑48.5) 40.4 (29.5‑56.3) 45-day 7.15 (6.33‑8.24) 10.2 (9.03‑11.8) 14.4 (12.7‑16.7) 18.1 (15.8‑21.1) 23.2 (19.7‑28.0) 27.4 (22.8‑33.8) 31.9 (25.9‑40.2) 36.8 (29.0‑47.6) 43.7 (33.0‑58.9) 49.4 (36.1‑68.9) 60-day 8.32 (7.37‑9.59) 11.8 (10.4‑13.6) 16.6 (14.6‑19.2) 20.7 (18.1‑24.2) 26.7 (22.6‑32.2) 31.6 (26.2‑38.9) 36.8 (29.8‑46.4) 42.5 (33.5‑55.1) 50.8 (38.4‑68.5) 57.6 (42.1‑80.4) 1 Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS). Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (fora given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are notchecked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values. Please refer to NOAA Atlas 14 document for more information. Back to Top 9/15/2018 Precipitation Frequency Data Server https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=34.1263&lon=-117.5032&data=depth&units=english&series=pds 2/4 PF graphical Back to Top Maps & aerials Small scale terrain 9/15/2018 Precipitation Frequency Data Server https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=34.1263&lon=-117.5032&data=depth&units=english&series=pds 3/4 Large scale terrain Large scale map Large scale aerial + – 3km 2mi + – 100km 60mi + – 100km 60mi 9/15/2018 Precipitation Frequency Data Server https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=34.1263&lon=-117.5032&data=depth&units=english&series=pds 4/4 Back to Top US Department of Commerce National Oceanic and Atmospheric Administration National Weather Service National Water Center 1325 East West Highway Silver Spring, MD 20910 Questions?: HDSC.Questions@noaa.gov Disclaimer + – 100km 60mi Soil Map—San Bernardino County Southwestern Part, California Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2018 Page 1 of 3 37 7 6 0 6 0 37 7 6 1 3 0 37 7 6 2 0 0 37 7 6 2 7 0 37 7 6 3 4 0 37 7 6 4 1 0 37 7 6 4 8 0 37 7 6 5 5 0 37 7 6 0 6 0 37 7 6 1 3 0 37 7 6 2 0 0 37 7 6 2 7 0 37 7 6 3 4 0 37 7 6 4 1 0 37 7 6 4 8 0 37 7 6 5 5 0 453490 453560 453630 453700 453770 453840 453420 453490 453560 453630 453700 453770 453840 34° 7' 44'' N 11 7 ° 3 0 ' 1 8 ' ' W 34° 7' 44'' N 11 7 ° 3 0 ' 1 ' ' W 34° 7' 26'' N 11 7 ° 3 0 ' 1 8 ' ' W 34° 7' 26'' N 11 7 ° 3 0 ' 1 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 11N WGS84 0 100 200 400 600 Feet 0 40 80 160 240 Meters Map Scale: 1:2,740 if printed on A portrait (8.5" x 11") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: San Bernardino County Southwestern Part, California Survey Area Data: Version 9, Sep 11, 2017 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jan 5, 2015—Jan 18, 2015 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Soil Map—San Bernardino County Southwestern Part, California Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2018 Page 2 of 3 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI Ps Psamments, Fluvents and Frequently flooded soils 0.8 3.7% SoC Soboba gravelly loamy sand, 0 to 9 percent slopes 8.7 38.0% TvC Tujunga gravelly loamy sand, 0 to 9 percent slopes 13.4 58.3% Totals for Area of Interest 22.9 100.0% Soil Map—San Bernardino County Southwestern Part, California Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2018 Page 3 of 3 San Bernardino County Southwestern Part, California Ps—Psamments, Fluvents and Frequently flooded soils Map Unit Setting National map unit symbol: hckh Elevation: 10 to 1,500 feet Mean annual precipitation: 10 to 25 inches Mean annual air temperature: 59 to 64 degrees F Frost-free period: 250 to 350 days Farmland classification: Not prime farmland Map Unit Composition Psamments and similar soils: 50 percent Fluvents and similar soils: 50 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Psamments Setting Landform: Drainageways Landform position (three-dimensional): Riser Down-slope shape: Linear Across-slope shape: Linear Parent material: Sandy alluvium Typical profile A - 0 to 12 inches: sand C1 - 12 to 48 inches: fine sand C2 - 48 to 60 inches: stratified gravelly sand to gravelly loamy sand Properties and qualities Slope: 0 to 5 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Somewhat excessively drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): High to very high (5.95 to 19.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding: Frequent Frequency of ponding: None Available water storage in profile: Low (about 4.1 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: A Hydric soil rating: No Map Unit Description: Psamments, Fluvents and Frequently flooded soils---San Bernardino County Southwestern Part, California Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2018 Page 1 of 2 Description of Fluvents Setting Landform: Drainageways Landform position (three-dimensional): Riser Down-slope shape: Linear Across-slope shape: Linear Parent material: Alluvium Typical profile A - 0 to 10 inches: gravelly sand C1 - 10 to 30 inches: stratified gravelly sand to gravelly loam C2 - 30 to 60 inches: stratified gravelly sand to gravelly loam Properties and qualities Slope: 0 to 5 percent Depth to restrictive feature: More than 80 inches Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr) Depth to water table: More than 80 inches Frequency of flooding: Frequent Frequency of ponding: None Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile: Moderate (about 6.1 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: A Hydric soil rating: Yes Data Source Information Soil Survey Area: San Bernardino County Southwestern Part, California Survey Area Data: Version 9, Sep 11, 2017 Map Unit Description: Psamments, Fluvents and Frequently flooded soils---San Bernardino County Southwestern Part, California Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2018 Page 2 of 2 San Bernardino County Southwestern Part, California SoC—Soboba gravelly loamy sand, 0 to 9 percent slopes Map Unit Setting National map unit symbol: hckt Elevation: 30 to 4,200 feet Mean annual precipitation: 10 to 20 inches Mean annual air temperature: 61 to 63 degrees F Frost-free period: 175 to 250 days Farmland classification: Not prime farmland Map Unit Composition Soboba and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Soboba Setting Landform: Alluvial fans Landform position (two-dimensional): Backslope Landform position (three-dimensional): Tread Down-slope shape: Linear Across-slope shape: Linear Parent material: Alluvium derived from granite Typical profile H1 - 0 to 12 inches: gravelly loamy sand H2 - 12 to 36 inches: very gravelly loamy sand H3 - 36 to 60 inches: very stony sand Properties and qualities Slope: 0 to 9 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Excessively drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): High to very high (5.95 to 19.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding: Rare Frequency of ponding: None Salinity, maximum in profile: Nonsaline (0.0 to 1.0 mmhos/cm) Available water storage in profile: Low (about 3.2 inches) Interpretive groups Land capability classification (irrigated): 4s Land capability classification (nonirrigated): 6s Hydrologic Soil Group: A Hydric soil rating: No Map Unit Description: Soboba gravelly loamy sand, 0 to 9 percent slopes---San Bernardino County Southwestern Part, California Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2018 Page 1 of 2 Minor Components Delhi, fine sand Percent of map unit: 5 percent Hydric soil rating: No Unnamed Percent of map unit: 5 percent Hydric soil rating: No Tujunga, gravelly loam Percent of map unit: 3 percent Hydric soil rating: No Unnamed Percent of map unit: 2 percent Landform: Drainageways Hydric soil rating: Yes Data Source Information Soil Survey Area: San Bernardino County Southwestern Part, California Survey Area Data: Version 9, Sep 11, 2017 Map Unit Description: Soboba gravelly loamy sand, 0 to 9 percent slopes---San Bernardino County Southwestern Part, California Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2018 Page 2 of 2 San Bernardino County Southwestern Part, California TvC—Tujunga gravelly loamy sand, 0 to 9 percent slopes Map Unit Setting National map unit symbol: hcl2 Elevation: 10 to 1,500 feet Mean annual precipitation: 10 to 25 inches Mean annual air temperature: 59 to 64 degrees F Frost-free period: 250 to 350 days Farmland classification: Not prime farmland Map Unit Composition Tujunga and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Tujunga Setting Landform: Alluvial fans Landform position (two-dimensional): Backslope Landform position (three-dimensional): Tread Down-slope shape: Linear Across-slope shape: Linear Parent material: Alluvium derived from granite Typical profile H1 - 0 to 36 inches: gravelly loamy sand H2 - 36 to 60 inches: gravelly sand Properties and qualities Slope: 0 to 9 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Somewhat excessively drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): High to very high (5.95 to 19.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding: Rare Frequency of ponding: None Available water storage in profile: Low (about 3.8 inches) Interpretive groups Land capability classification (irrigated): 4s Land capability classification (nonirrigated): 4e Hydrologic Soil Group: A Hydric soil rating: No Map Unit Description: Tujunga gravelly loamy sand, 0 to 9 percent slopes---San Bernardino County Southwestern Part, California Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2018 Page 1 of 2 Minor Components Unnamed Percent of map unit: 5 percent Landform: Drainageways Hydric soil rating: Yes Soboba, gravelly loamy sand Percent of map unit: 5 percent Hydric soil rating: No Delhi, fine sand Percent of map unit: 5 percent Hydric soil rating: No Data Source Information Soil Survey Area: San Bernardino County Southwestern Part, California Survey Area Data: Version 9, Sep 11, 2017 Map Unit Description: Tujunga gravelly loamy sand, 0 to 9 percent slopes---San Bernardino County Southwestern Part, California Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2018 Page 2 of 2 Hydrology Developed Hydrology Exhibit Developed Rational Method (100 Year Storm) ____________________________________________________________________________ **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) (c) Copyright 1983-2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1400 Analysis prepared by: Allard Engineering 8253 Sierra Avenue Fontana Ca. 92335 (909) 356-1815 ************************** DESCRIPTION OF STUDY ************************** * Tentative Tract Map No 20229 * * Developed Rational Method- Onsite * * 100 Year Storm * ************************************************************************** FILE NAME: DEV100.DAT TIME/DATE OF STUDY: 08:09 10/05/2018 ============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ============================================================================ --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 *USER-DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) = 0.6000 USER SPECIFIED 1-HOUR INTENSITY(INCH/HOUR) = 1.4800 *ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) === ===== ========= ================= ====== ===== ====== ===== ======= 1 16.0 8.0 0.020/0.020/0.020 0.50 1.50 0.0313 0.125 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS: 1. Relative Flow-Depth = 0.20 FEET as (Maximum Allowable Street Flow Depth) - (Top-of-Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 0.00 TO NODE 1.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 610.00 ELEVATION DATA: UPSTREAM(FEET) = 1327.50 DOWNSTREAM(FEET) = 1317.20 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 11.003 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.095 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) RESIDENTIAL "8-10 DWELLINGS/ACRE" A 3.10 0.80 0.400 52 11.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.80 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.400 SUBAREA RUNOFF(CFS) = 10.54 TOTAL AREA(ACRES) = 3.10 PEAK FLOW RATE(CFS) = 10.54 **************************************************************************** FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 62 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STREET TABLE SECTION # 1 USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 1317.20 DOWNSTREAM ELEVATION(FEET) = 1306.00 STREET LENGTH(FEET) = 580.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 16.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 8.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 23.49 ***STREET FLOWING FULL*** STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.45 HALFSTREET FLOOD WIDTH(FEET) = 16.00 AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.22 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.91 STREET FLOW TRAVEL TIME(MIN.) = 2.29 Tc(MIN.) = 13.30 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.655 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL "8-10 DWELLINGS/ACRE" A 8.60 0.80 0.400 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.80 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.400 SUBAREA AREA(ACRES) = 8.60 SUBAREA RUNOFF(CFS) = 25.83 EFFECTIVE AREA(ACRES) = 11.70 AREA-AVERAGED Fm(INCH/HR) = 0.32 AREA-AVERAGED Fp(INCH/HR) = 0.80 AREA-AVERAGED Ap = 0.40 TOTAL AREA(ACRES) = 11.70 PEAK FLOW RATE(CFS) = 35.14 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.50 HALFSTREET FLOOD WIDTH(FEET) = 16.03 FLOW VELOCITY(FEET/SEC.) = 4.95 DEPTH*VELOCITY(FT*FT/SEC.) = 2.48 LONGEST FLOWPATH FROM NODE 0.00 TO NODE 2.00 = 1190.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 2.00 TO NODE 3.00 IS CODE = 63 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STREET TABLE SECTION # 1 USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 1306.00 DOWNSTREAM ELEVATION(FEET) = 1301.60 STREET LENGTH(FEET) = 610.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 16.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 8.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 MAXIMUM ALLOWABLE STREET FLOW DEPTH(FEET) = 0.70 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 45.27 ***STREET FLOWING FULL*** STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.62 HALFSTREET FLOOD WIDTH(FEET) = 22.13 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.85 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 2.40 STREET FLOW TRAVEL TIME(MIN.) = 2.64 Tc(MIN.) = 15.93 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.279 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL "8-10 DWELLINGS/ACRE" A 7.60 0.80 0.400 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.80 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.400 SUBAREA AREA(ACRES) = 7.60 SUBAREA RUNOFF(CFS) = 20.25 EFFECTIVE AREA(ACRES) = 19.30 AREA-AVERAGED Fm(INCH/HR) = 0.32 AREA-AVERAGED Fp(INCH/HR) = 0.80 AREA-AVERAGED Ap = 0.40 TOTAL AREA(ACRES) = 19.30 PEAK FLOW RATE(CFS) = 51.43 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.65 HALFSTREET FLOOD WIDTH(FEET) = 23.41 FLOW VELOCITY(FEET/SEC.) = 3.98 DEPTH*VELOCITY(FT*FT/SEC.) = 2.58 *NOTE: INITIAL SUBAREA NOMOGRAPH WITH SUBAREA PARAMETERS, AND L = 610.0 FT WITH ELEVATION-DROP = 4.4 FT, IS 23.1 CFS, WHICH EXCEEDS THE TOP-OF-CURB STREET CAPACITY AT NODE 3.00 LONGEST FLOWPATH FROM NODE 0.00 TO NODE 3.00 = 1800.00 FEET. ============================================================================ END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 19.30 TC(MIN.) = 15.93 EFFECTIVE AREA(ACRES) = 19.30 AREA-AVERAGED Fm(INCH/HR)= 0.32 AREA-AVERAGED Fp(INCH/HR) = 0.80 AREA-AVERAGED Ap = 0.400 PEAK FLOW RATE(CFS) = 51.43 ============================================================================ ============================================================================ END OF RATIONAL METHOD ANALYSIS Hydrology Developed Hydrology Exhibit Developed Rational Method (100 Year Storm) ____________________________________________________________________________ **************************************************************************** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1400 Analysis prepared by: Allard Engineering 8253 Sierra Avenue Fontana Ca. 92335 (909) 356-1815 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 07:14 10/08/2018 ============================================================================ Problem Descriptions: Tentative Tract No. 20229 Channel Connection Pipe Capacity 100 Year Storm **************************************************************************** >>>>PIPEFLOW HYDRAULIC INPUT INFORMATION<<<< ---------------------------------------------------------------------------- PIPE SLOPE(FEET/FEET) = 0.0100 PIPEFLOW(CFS) = 51.40 MANNINGS FRICTION FACTOR = 0.013000 >>>>>SOFFIT-FLOW PIPE DIAMETER(FEET) = 2.721 ============================================================================ Use 36" Pipe 1 ____________________________________________________________________________ **************************************************************************** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1400 Analysis prepared by: Allard Engineering 8253 Sierra Avenue Fontana Ca. 92335 (909) 356-1815 ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 07:24 10/08/2018 ============================================================================ Problem Descriptions: Tentative Tract Map No 20229 Typical Street Capacity **************************************************************************** >>>>STREETFLOW MODEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) = 0.010000 CONSTANT STREET FLOW DEPTH(FEET) = 0.50 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 13.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 8.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET EVENLY ON BOTH SIDES ============================================================================ STREET FLOW MODEL RESULTS: ---------------------------------------------------------------------------- STREET FLOW DEPTH(FEET) = 0.50 HALFSTREET FLOOD WIDTH(FEET) = 13.00 HALFSTREET FLOW(CFS) = 12.85 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.90 PRODUCT OF DEPTH&VELOCITY = 1.95 ============================================================================ 1 ❖ APPENDICES ❖ APPENDIX F PRELIMINARY WATER QUALITY MANAGEMENT PLAN Allard Engineering Preliminary Water Quality Management Plan For: Fontana Victoria TTM No. 20229 WQMP No. ______ 13801 Victoria Street, Fontana, CA 92336 Prepared for: Stratham Homes, Inc. 2201 Dupoint Drive, Suite 300 Irvine, CA 92612 Phone: (949)833-1554 Prepared by: Allard Engineering 16866 Seville Avenue Fontana, CA 92335 Phone (909) 356-1815 rallard@allardeng.com Preparation Date: 10/1/2018 Approval Date:_____________________ Allard Engineering Project Owner’s Certification This Water Quality Management Plan (WQMP) has been prepared for Stratham Homes, Inc. by Allard Engineering. The WQMP is intended to comply with the requirements of the City of Fontana and the NPDES Area wide Stormwater Program requiring the preparation of a WQMP. The undersigned, while it owns the subject property, is responsible for the implementation of the provisions of this plan and will ensure that this plan is amended as appropriate to reflect up-to-date conditions on the site consistent with San Bernardino County’s Municipal Storm Water Management Program and the intent of the NPDES Permit for San Bernardino County and the incorporated cities of San Bernardino County within the Santa Ana Region. Once the undersigned transfers its interest in the property, its successors in interest and the city/county shall be notified of the transfer. The new owner will be informed of its responsibility under this WQMP. A copy of the approved WQMP shall be available on the subject site in perpetuity. “I certify under a penalty of law that the provisions (implementation, operation, maintenance, and funding) of the WQMP have been accepted and that the plan will be transferred to future successors.” Project Data Permit/Application Number(s):Grading Permit Number(s): Tract/Parcel Map Number(s):TR No. 20229 Building Permit Number(s): CUP, SUP, and/or APN (Specify Lot Numbers if Portions of Tract):APN(s):0228-091-07 Owner’s Signature Owner Name: Keyvan Razi Title President Company Stratham Homes, Inc. Address 2201 Dupoint Drive, Suite 300 Irvine, CA 92612 Email erazi@strathamhomes.com Telephone #(949) 833-1554 Signature Date Allard Engineering Preparer’s Certification Project Data Permit/Application Number(s):Grading Permit Number(s): Tract/Parcel Map Number(s):TR No. 20229 Building Permit Number(s): CUP, SUP, and/or APN (Specify Lot Numbers if Portions of Tract):APN(s) :0228-091-07 “The selection, sizing and design of stormwater treatment and other stormwater quality and quantity control measures in this plan were prepared under my oversight and meet the requirements of Regional Water Quality Control Board Order No. R8-2010-0036.” Engineer:RAYMOND ALLARD PE Stamp Below Title PRESIDENT Company Allard Engineering Address 16866 Seville Avenue Email rallard@allardeng.com Telephone # (909) 356-1815 Signature Date APN# 0228-091-07 Water Quality Management Plan (WQMP) Contents ii Table of Contents Section 1 Discretionary Permits ................................................................................. 1-1 Section 2 Project Description...................................................................................... 2-1 2.1 Project Information........................................................................................ 2-1 2.2 Property Ownership / Management .............................................................. 2-2 2.3 Potential Stormwater Pollutants ................................................................... 2-3 2.4 Water Quality Credits ........……………………………………………………………………………. 2-4 Section 3 Site and Watershed Description ................................................................. 3-1 Section 4 Best Management Practices ....................................................................... 4-1 4.1 Source Control BMP ....................................................................................... 4-1 4.1.1 Pollution Prevention.................................................................................... 4-1 4.1.2 Preventative LID Site Design Practices ....................................................... 4-7 4.2 Project Performance Criteria ......................................................................... 4-8 4.3 Project Conformance Analysis ....................................................................... 4-14 4.3.1 Site Design Hydrologic Source Control BMP .............................................. 4-19 4.3.2 Infiltration BMP .......................................................................................... 4-26 4.3.3 Harvest and Use BMP .................................................................................. 4-30 4.3.4 Biotreatment BMP ....................................................................................... 4.31 4.3.5 Conformance Summary ............................................................................... 4-35 4.3.6 Hydromodification Control BMP ............................................................... 4-38 4.4 Alternative Compliance Plan (if applicable) ................................................. 4-39 Section 5 Inspection & Maintenance Responsibility Post Construction BMPs ........... 5-1 Section 6 Site Plan and Drainage Plan ........................................................................ 6-1 6.1. Site Plan and Drainage Plan .......................................................................... 6-1 6.2 Electronic Data Submittal ............................................................................. 6-1 Forms Form 1-1 Project Information ............................................................................................... 1-1 Form 2.1-1 Description of Proposed Project ......................................................................... 2-1 Form 2.2-1 Property Ownership/Management ..................................................................... 2-2 Form 2.3-1 Pollutants of Concern ......................................................................................... 2-3 Form 2.4-1 Water Quality Credits ......................................................................................... 2-4 Form 3-1 Site Location and Hydrologic Features ................................................................. 3-1 Form 3-2 Hydrologic Characteristics .................................................................................... 3-2 Form 3-3 Watershed Description .......................................................................................... 3-5 Form 4.1-1 Non-Structural Source Control BMP ................................................................... 4-2 Form 4.1-2 Structural Source Control BMP .......................................................................... 4-5 Form 4.1-3 Site Design Practices Checklist ........................................................................... 4-7 Form 4.2-1 LID BMP Performance Criteria for Design Capture Volume ............................. 4-8 Form 4.2-2 Summary of HCOC Assessment .......................................................................... 4-11 APN# 0228-091-07 Water Quality Management Plan (WQMP) Contents iii Form 4.2-3 HCOC Assessment for Runoff Volume ............................................................... 4-12 Form 4.2-4 HCOC Assessment for Time of Concentration .................................................. 4-13 Form 4.2-5 HCOC Assessment for Peak Runoff .................................................................... 4-14 Form 4.3-1 Infiltration BMP Feasibility ................................................................................ 4-16 Form 4.3-2 Site Design Hydrologic Source Control BMP ..................................................... 4-20 Form 4.3-3 Infiltration LID BMP ........................................................................................... 4-27 Form 4.3-4 Harvest and Use BMP ......................................................................................... 4-30 Form 4.3-5 Selection and Evaluation of Biotreatment BMP ................................................ 4-31 Form 4.3-6 Volume Based Biotreatment – Bioretention and Planter Boxes w/Underdrains 4-32 Form 4.3-7 Volume Based Biotreatment- Constructed Wetlands and Extended Detention 4-33 Form 4.3-8 Flow Based Biotreatment ................................................................................... 4-34 Form 4.3-9 Conformance Summary and Alternative Compliance Volume Estimate .......... 4-35 Form 4.3-10 Hydromodification Control BMP ..................................................................... 4-38 Form 5-1 BMP Inspection and Maintenance ........................................................................ 5-1 APN# 0228-091-07 Water Quality Management Plan (WQMP) 1-1 Section 1 Discretionary Permit(s) Form 1-1 Project Information Project Name Fontana Victoria Project Owner Contact Name:Keyvan Razi Mailing Address:2201 Dupoint Drive, Suite 300 Irvine, CA 92612 E-mail Address:erazi@strathamhomes.com Telephone:949-833-1554 Permit/Application Number(s):Tract/Parcel Map Number(s): 20229 APN# 0228-091-07 Additional Information/ Comments:N/A Description of Project: This project is 21.5 acres in gross area has a proposed development on 19.7 acres of detached residential units comprising of a townhome/condo style development. The entire project consists of 193 salable units in a private gated community. The community will include common open space area such as pool, clubhouse and park play area. The development will have a HOA to maintain the community elements along with the WQMP BMPs for the site. The project will be proposing improvements to North Heritage Circle to the east and in Victoria Street to the north consisting A.C. pavement, curb and gutter and parkway improvements being 2,400-ft. The proposed parkway frontage improvements are approximately 2,400-ft which is less than the minimum required length of ½ mile (2,640-ft) and are exempt from treatment per the San Bernardino County Transportation Project Total Guidance Document (TGD). The project is located in the City of Fontana, bounded by Victoria Street to the north, North Heritage Circle to the east and south, San Sevaine Etiwanda Channel to the west. The proposed drainage includes a number of Contech infiltration/retention chamber systems, catch basins with Flogard insert filter for pre-treatment, ribbon-gutter, grate inlets and drain pipes. For WQMP storm event, storm water will be conveyed to the Contech Chamber System from street flow/or via proposed laterals weir off from the proposed storm drain pipe located throughout the proposed drainage management areas for infiltration. For larger storm event the flows will by- pass the proposed Contech Chamber Systems at the catch basins or weir manhole allowing it to flow in the primary storm drain system. This storm drain system will discharge into the San Sevaine Etiwanda Channel to south-east corner of the tract. APN# 0228-091-07 Water Quality Management Plan (WQMP) 1-2 Provide summary of Conceptual WQMP conditions (if previously submitted and approved). Attach complete copy. Entire project Drainage Area (DA-1) consist of five (5) Onsite Drainage Management Area (s): DMA-1 through DMA-5. DMA-1 through DMA-5: On site drainage systems consist of catch basin with filter inserts, swales, grated inlets and pipes will convey the flows to the proposed Contech Chamber System for infiltration/retention of WQMP flow. The larger flow will bypass the chamber system and will continue flow via the storm drain pipe and discharge to the San Sevaine Etiwanda Channel to the east of the tract. APN# 0228-021-31 Water Quality Management Plan (WQMP) 2-1 Section 2 Project Description 2.1 Project Information This section of the WQMP should provide the information listed below. The information provided for Conceptual/ Preliminary WQMP should give sufficient detail to identify the major proposed site design and LID BMPs and other anticipated water quality features that impact site planning. Final Project WQMP must specifically identify all BMP incorporated into the final site design and provide other detailed information as described herein. The purpose of this information is to help determine the applicable development category, pollutants of concern, watershed description, and long term maintenance responsibilities for the project, and any applicable water quality credits. This information will be used in conjunction with the information in Section 3, Site Description, to establish the performance criteria and to select the LID BMP or other BMP for the project or other alternative programs that the project will participate in, which are described in Section 4. Form 2.1-1 Description of Proposed Project 1 Development Category (Select all that apply): Significant re- development involving the addition or replacement of 5,000 ft2 or more of impervious surface on an already developed site New development involving the creation of 10,000 ft2 or more of impervious surface collectively over entire site Automotive repair shops with standard industrial classification (SIC) codes 5013, 5014, 5541, 7532- 7534, 7536-7539 Restaurants (with SIC code 5812) where the land area of development is 5,000 ft2 or more Hillside developments of 5,000 ft2or more which are located on areas with known erosive soil conditions or where the natural slope is 25 percent or more Developments of 2,500 ft2 of impervious surface or more adjacent to (within 200 ft) or discharging directly into environmentally sensitive areas or waterbodies listed on the CWA Section 303(d) list of impaired waters. Parking lots of 5,000 ft2 or more exposed to storm water Retail gasoline outlets that are either 5,000 ft2 or more, or have a projected average daily traffic of 100 or more vehicles per day Non-Priority / Non-Category Project May require source control LID BMPs and other LIP requirements. Please consult with local jurisdiction on specific requirements. 2 Project Area (ft2):858,132 sf 3 Number of Dwelling Units:193 4 SIC Code:N/A 5 Is Project going to be phased? Yes No If yes, ensure that the WQMP evaluates each phase as a distinct DA, requiring LID BMPs to address runoff at time of completion. APN# 0228-021-31 Water Quality Management Plan (WQMP) 2-2 6 Does Project include roads? Yes No If yes, ensure that applicable requirements for transportation projects are addressed (see Appendix A of TGD for WQMP) APN# 0228-021-31 Water Quality Management Plan (WQMP) 2-3 2.2 Property Ownership/Management Describe the ownership/management of all portions of the project and site. State whether any infrastructure will transfer to public agencies (City, County, Caltrans, etc.) after project completion. State if a homeowners or property owners association will be formed and be responsible for the long-term maintenance of project stormwater facilities. Describe any lot-level stormwater features that will be the responsibility of individual property owners. Form 2.2-1 Property Ownership/Management Describe property ownership/management responsible for long-term of WQMP stormwater facilities: Stratham Homes, Inc. will be responsible to build the site and the maintenance of the post-developed BMPs will be through Community Facilities District (CFD). Address: 2201 Dupoint Drive, Suite 300 Irvine, CA 92612 Phone Number: (949) 833-1554 APN# 0228-021-31 Water Quality Management Plan (WQMP) 2-4 2.3 Potential Stormwater Pollutants Determine and describe expected stormwater pollutants of concern based on land uses and site activities (refer to Table 3-3 in the TGD for WQMP). Form 2.3-1 Pollutants of Concern Pollutant Please check: E=Expected, N=Not Expected Additional Information and Comments Pathogens (Bacterial / Virus)E N Bacteria and viruses are a potential pollutant for Residential developments if the land use involves animal waste. Due to the nature of the development there will be minimal animal waste associated with this land use, and the site will be treated using site and source and treatment control BMPs. Bacteria and virus can also be detected in pavement runoff, therefore, the site has incorporated treatment control throughout. All paved and hardened surfaces will flow through basins as part of Low Impact Design (LID). Phosphorous E N Nitrogen E N Sediment E N Metals E N Oil and Grease E N Trash/Debris E N Pesticides / Herbicides E N Organic Compounds E N Other: Nutrients E N Other: Oxygen Demanding Compounds E N Other:E N APN# 0228-021-31 Water Quality Management Plan (WQMP) 2-5 2.4 Water Quality Credits A water quality credit program is applicable for certain types of development projects if it is not feasible to meet the requirements for on-site LID. Proponents for eligible projects, as described below, can apply for water quality credits that would reduce project obligations for selecting and sizing other treatment BMP or participating in other alternative compliance programs. Refer to Section 6.2 in the TGD for WQMP to determine if water quality credits are applicable for the project. APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-6 Form 2.4-1 Water Quality Credits 1 Project Types that Qualify for Water Quality Credits:Select all that apply Redevelopment projects that reduce the overall impervious footprint of the project site. [Credit = %impervious reduced] Higher density development projects Vertical density [20%] 7 units/ acre [5%] Mixed use development, (combination of residential, commercial, industrial, office, institutional, or other land uses which incorporate design principles that demonstrate environmental benefits not realized through single use projects) [20%] Brownfield redevelopment (redevelop real property complicated by presence or potential of hazardous contaminants) [25%] Redevelopment projects in established historic district, historic preservation area, or similar significant core city center areas [10%] Transit-oriented developments (mixed use residential or commercial area designed to maximize access to public transportation) [20%] In-fill projects (conversion of empty lots & other underused spaces < 5 acres, substantially surrounded by urban land uses, into more beneficially used spaces, such as residential or commercial areas) [10%] Live-Work developments (variety of developments designed to support residential and vocational needs) [20%] 2 Total Credit % 0 (Total all credit percentages up to a maximum allowable credit of 50 percent) Description of Water Quality Credit Eligibility (if applicable) N/A APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-7 Section 3 Site and Watershed Description Describe the project site conditions that will facilitate the selection of BMP through an analysis of the physical conditions and limitations of the site and its receiving waters. Identify distinct drainage areas (DA) that collect flow from a portion of the site and describe how runoff from each DA (and sub-watershed DMAs) is conveyed to the site outlet(s). Refer to Section 3.2 in the TGD for WQMP. The form below is provided as an example. Then complete Forms 3.2 and 3.3 for each DA on the project site.If the project has more than one drainage area for stormwater management, then complete additional versions of these forms for each DA / outlet. Form 3-1 Site Location and Hydrologic Features Site coordinates take GPS measurement at approximate center of site Latitude 34.1267ᵒ N Longitude 117.5034ᵒ W Thomas Bros Map page PAGE ___ GRID _ _ 1 San Bernardino County climatic region: Valley Mountain 2 Does the site have more than one drainage area (DA): Yes No If no, proceed to Form 3-2. If yes, then use this form to show a conceptual schematic describing DMAs and hydrologic feature connecting DMAs to the site outlet(s). An example is provided below that can be modified for proposed project or a drawing clearly showing DMA and flow routing may be attached ` Conveyance DMA-1 through DMA-5 to Outlet 1 Entire project Drainage Area (DA-1) consist of five (5) Onsite Drainage Management Area (s): DMA-1 through DMA-5. DMA-1 through DMA-5: On site drainage systems consist of catch basin with filter inserts, swales, grated inlets and pipes will convey the flows to the proposed Contech Chamber System for infiltration/retention of WQMP flow. The larger flow will bypass the chamber system and will continue flow via the storm drain pipe and discharge to the San Sevaine Channel to the east of the tract. Outlet 1 (San Sevaine Channel) DA-1 (DMA-1 through DMA-5) Contech Chamber System-1 Through 5 (For Infiltration & Retention) APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-8 Form 3-2 Existing Hydrologic Characteristics for Drainage Areas (DMA-1 through DMA-5) For Drainage Areas 1-3sub-watershed DMA, provide the following characteristics DMA-1 DMA-2 DMA-3 DMA-4 DMA-5 1 DMA drainage area (ft2)224,334 sf 128,502 sf 294,030 sf 141,570 sf 69,696 sf 2 Existing site impervious area (ft2)0 sf 0 sf 0 sf 0 sf 0 sf 3 Antecedent moisture condition For desert areas, use http://www.sbcounty.gov/dpw/floodcontrol/pdf/2 0100412_map.pdf III III III III III 4 Hydrologic soil group Refer to Watershed Mapping Tool – http://sbcounty.permitrack.com/WAP A A A A A 5 Longest flowpath length (ft)603 531 620 600 380 6 Longest flowpath slope (ft/ft)0.5%0.95%1.45%1.83%1.3% 7 Current land cover type(s)Select from Fig C-3 of Hydrology Manual Undeveloped -Open Brush Undeveloped- Open Brush Undeveloped- Open Brush Undeveloped -Open Brush Undeveloped- Open Brush 8 Pre-developed pervious area condition: Based on the extent of wet season vegetated cover good >75%; Fair 50-75%; Poor <50% Attach photos of site to support rating 100%100%100%100%100% APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-9 Form 3-3 Watershed Description for Drainage Area(s) DA1 Receiving waters Refer to Watershed Mapping Tool - http://sbcounty.permitrack.com/WAP See ‘Drainage Facilities” link at this website San Sevaine Channel Etiwanda Creek Channel Santa Ana River Reach 3 Predo Dam Applicable TMDLs Refer to Local Implementation Plan San Sevaine Channel: NONE Santa Ana River Reach 4: NONE Santa Ana River Reach 3: Pathogens “Bacterial Indicator TMLDs for Middle Santa Ana River Watershed Waterbodies (Bill Rice) Nitrate : Santa Ana River Reach 3 Nitrate TMDL (Hope Smythe) Prado Flood Control basin Pathogens “Bacterial Indicator TMLDs for Middle Santa Ana River Watershed Waterbodies (Bill Rice) Santa Ana River Reach 2 NONE Santa Ana River Reach 1 NONE Tidal Prism, Santa Ana River NONE 303(d) listed impairments Refer to Local Implementation Plan and Watershed Mapping Tool – http://sbcounty.permitrack.com/WAP and State Water Resources Control Board website – http://www.waterboards.ca.gov/santaana/water_iss ues/programs/tmdl/index.shtml Expected pollutants of concern include organic compounds, trash/debris and oil/grease. Potential pollutants of concern include bacteria vitus, nutrients, pesticides, sediments, and oxygen demanding substances. There is no evidence to suggest that any other pollutants will be produced from the project site other than these 303(d) listed impairment: Cucamonga Creek: pH, Metal (Cadmium, Copper, Lead, Zinc), Coliform Bacteria. Prado Flood Control Basin: Pathogens and Nutrients Santa Ana River Reach 3: Pathogens, Metals (copper & lead) Santa Ana River Reach 2: Pathogens Santa Ana River Reach 1 and Tidal prism Santa Ana River : NONE Environmentally Sensitive Areas (ESA) Refer to Watershed Mapping Tool – http://sbcounty.permitrack.com/WAP NONE Unlined Downstream Water Bodies Refer to Watershed Mapping Tool – http://sbcounty.permitrack.com/WAP San Sevaine Channel: Susceptibility -No, Material -EHM Santa Ana River: Susceptibility - Yes APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-10 Hydrologic Conditions of Concern Yes Complete Hydrologic Conditions of Concern (HCOC) Assessment. Include Forms 4.2-2 through Form 4.2-5 and Hydromodification BMP Form 4.3-10 in submittal No Watershed–based BMP included in a RWQCB approved WAP Yes Attach verification of regional BMP evaluation criteria in WAP • More Effective than On-site LID • Remaining Capacity for Project DCV • Upstream of any Water of the US • Operational at Project Completion • Long-Term Maintenance Plan No APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-11 Section 4 Best Management Practices (BMP) 4.1 Source Control BMP 4.1.1 Pollution Prevention Non-structural and structural source control BMP are required to be incorporated into all new development and significant redevelopment projects. Form 4.1-1 and 4.1-2 are used to describe specific source control BMPs used in the WQMP or to explain why a certain BMP is not applicable. Table 7-3 of the TGD for WQMP provides a list of applicable source control BMP for projects with specific types of potential pollutant sources or activities. The source control BMP in this table must be implemented for projects with these specific types of potential pollutant sources or activities. The preparers of this WQMP have reviewed the source control BMP requirements for new development and significant redevelopment projects. The preparers have also reviewed the specific BMP required for project as specified in Forms 4.1-1 and 4.1-2. All applicable non-structural and structural source control BMP shall be implemented in the project. APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-12 Form 4.1-1 Non-Structural Source Control BMPs Identifier Name Check One Describe BMP Implementation OR, if not applicable, state reasonIncludedNot Applicable N1 Education of Property Owners, Tenants and Occupants on Stormwater BMPs Practical education materials will be provided to property owner and Summit at Rosena Maintenance staffs covering various water quality issues that will need to be addressed on their specific site. These materials will include general practices that contribute to the protection of storm water quality and BMP’s that eliminate or reduce pollution during property improvements. The developer will request these materials in writing at least 30 days prior to intended distribution and will then be responsible for publication and distribution. N2 Activity Restrictions Restrictions may be developed by property owner or other mechanisms. Pesticide applications will be performed by an applicator certified by the California Department of Pesticide Regulation. Vehicle washing will be prohibited. N3 Landscape Management BMPs According to the California Stormwater Quality Associations Stormwater Best Management Practice Handbook, landscape planning is implemented to reduce groundwater and storm water contamination. This will be accomplished through an infiltration basins, and landscape areas. N4 BMP Maintenance Responsibility for implementation, inspection and maintenance of all BMPs (structural and non-structural) shall be consistent with the BMP Inspection and Maintenance Responsibilities Matrix provided in Section V of this WQMP, with documented records of inspections and maintenance activities completed. Cleaning of all structural BMP Facilities is scheduled by future HOA. N5 Title 22 CCR Compliance (How development will comply) The proposed residential development will not generate waste subject to Title 22 CCR Compliance. N6 Local Water Quality Ordinances Project is residential development. N7 Spill Contingency Plan Project is residential development. N8 Underground Storage Tank Compliance No underground storage tank on the site. N9 Hazardous Materials Disclosure Compliance Project is residential development. APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-13 Form 4.1-1 Non-Structural Source Control BMPs Identifier Name Check One Describe BMP Implementation OR, if not applicable, state reasonIncludedNot Applicable N10 Uniform Fire Code Implementation The proposed residential project will not store toxic or highly toxic compressed gases. N11 Litter/Debris Control Program Litter control onsite will include the use of litter patrols, violation reporting and clean up during landscaping maintenance activities and as needed to ensure good housekeeping of the project’s common areas. N12 Employee Training All employees, contractors and subcontractors of the property management shall be trained on the proper use and staging of landscaping and other materials with the potential to impact runoff and proper clean up of spills and materials. N13 Housekeeping of Loading Docks Not applicable N14 Catch Basin Inspection Program As required by the TGD, at least 80% of the project’s private drainage facilities shall be inspected, cleaned/maintained annually, with 100% of facilities inspected and maintained within a two-year period. Drainage facilities include catch basins (storm drain inlets), detention basins, retention basins, open drainage channel. N15 Vacuum Sweeping of Private Streets and Parking Lots The project’s private streets shall be swept, at minimum, prior to the start of the traditional rainy season and as needed. N16 Other Non-structural Measures for Public Agency Projects No other non-structural measures required. N17 Comply with all other applicable NPDES permits No other applicable NPDES permits required. APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-14 Form 4.1-2 Structural Source Control BMPs Identifier Name Check One Describe BMP Implementation OR, If not applicable, state reasonIncludedNot Applicable S1 Provide storm drain system stencilling and signage (CASQA New Development BMP Handbook SD-13) Storm drain stencils or signage prohibiting dumping and discharge of materials (“No Dumping – Drains to Ocean”) shall be provided adjacent to each of the project’s proposed inlets. The stencils shall be inspected and re- stenciled as needed to maintain legibility. S2 Design and construct outdoor material storage areas to reduce pollution introduction (CASQA New Development BMP Handbook SD-34) Project does not propose outdoor storage areas. S3 Design and construct trash and waste storage areas to reduce pollution introduction (CASQA New Development BMP Handbook SD-32) No trash and waste storage areas are proposed on the project. S4 Use efficient irrigation systems & landscape design, water conservation, smart controllers, and source control (Statewide Model Landscape Ordinance; CASQA New Development BMP Handbook SD-12) In conjunction with routine landscaping maintenance activities, inspect irrigation for signs of leaks, overspray and repair or adjust accordingly. Adjust system cycle to accommodate seasonal fluctuations in water demand and temperatures. Ensure use of native or drought tolerant/non- invasive plant species to minimize water consumption. S5 Finish grade of landscaped areas at a minimum of 1-2 inches below top of curb, sidewalk, or pavement New landscaped areas will be constructed at a minimum of 1 inch below existing paved areas S6 Protect slopes and channels and provide energy dissipation (CASQA New Development BMP Handbook SD-10) Implemented the following design principles to the project: avoid disturbance of existing westerly channel, constructing retention and detention basins. S7 Covered dock areas (CASQA New Development BMP Handbook SD-31) No covered dock areas, Not applicable S8 Covered maintenance bays with spill containment plans (CASQA New Development BMP Handbook SD-31) No Bays, Not applicable S9 Vehicle wash areas with spill containment plans (CASQA New Development BMP Handbook SD-33) No Vehicle Wash at the site, Not applicable APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-15 S10 Covered outdoor processing areas (CASQA New Development BMP Handbook SD-36) No outdoor Processing, Not applicable Included Not Applicable S11 Equipment wash areas with spill containment plans (CASQA New Development BMP Handbook SD-33) No equipment wash areas, Not applicable S12 Fueling areas (CASQA New Development BMP Handbook SD-30) No Fueling Areas, Not applicable S13 Hillside landscaping (CASQA New Development BMP Handbook SD-10) No Hillside Landscaping, Not applicable S14 Wash water control for food preparation areas No food Preparation, Not applicable S15 Community car wash racks (CASQA New Development BMP Handbook SD-33) No Community Car Wash, Not applicable APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-16 4.1.2 Preventative LID Site Design Practices Site design practices associated with new LID requirements in the MS4 Permit should be considered in the earliest phases of a project. Preventative site design practices can result in smaller DCV for LID BMP and hydromodification control BMP by reducing runoff generation. Describe site design and drainage plan including: Form 4.1-3 Preventative LID Site Design Practices Checklist Site Design Practices If yes, explain how preventative site design practice is addressed in project site plan. If no, other LID BMPs must be selected to meet targets Minimize impervious areas: Yes No Explanation: We will build multiple park/planter areas in addition to an infiltration/retention chamber system. Maximize natural infiltration capacity: Yes No Explanation: Contech Infiltration/retention chamber system will be implemented on site. Roof drains will discharge runoff towards pervious area of each lot, indirectly connecting impervious areas before runoff reaches the onsite storm drain Preserve existing drainage patterns and time of concentration: Yes No Explanation: Drainage patterns of all the tributaries that drain through the project will remain unchanged. The time of concentration resulting from the project improvements will be mitigated. Disconnect impervious areas: Yes No Explanation: Where feasible, runoff from the pads is drained towards pervious areas. Runoff from the roof is collected by downspouts and discharged over pervious areas. Protect existing vegetation and sensitive areas: Yes No Explanation: There are no environmentally sensitive portions onsite and existing vegetation will be kept as much as possible. Re-vegetate disturbed areas: Yes No Explanation: Part of the disturbed areas will be revegeated, see landscape plan. Minimize unnecessary compaction in stormwater retention/infiltration basin/trench areas: Yes No Explanation: No compaction will be performed within the area where the Contech infiltration/retention chamber system are proposed. Utilize vegetated drainage swales in place of underground piping or imperviously lined swales: Yes No Explanation: Runoff will also be intercepted by the infiltration chamber system and multiple landscaped areas. Stake off areas that will be used for landscaping to minimize compaction during construction : Yes No Explanation: No compaction will be performed within the area where landscape areas are proposed. §A narrative of site design practices utilized or rationale for not using practices §A narrative of how site plan incorporates preventive site design practices §Include an attached Site Plan layout which shows how preventative site design practices are included in WQMP §Refer to Section 5.2 of the TGD for WQMP for more details. APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-17 4.2 Project Performance Criteria The purpose of this section of the Project WQMP is to establish targets for post-development hydrology based on performance criteria specified in the MS4 Permit. These targets include runoff volume for water quality control (referred to as LID design capture volume), and runoff volume, time of concentration, and peak runoff for protection of any downstream waterbody segments with a HCOC.If the project has more than one outlet for stormwater runoff, then complete additional versions of these forms for each DA / outlet. Methods applied in the following forms include: §For LID BMP Design Capture Volume (DCV), the San Bernardino County Stormwater Program requires use of the P6 method (MS4 Permit Section XI.D.6a.ii) – Form 4.2-1 §For HCOC pre- and post-development hydrologic calculation, the San Bernardino County Stormwater Program requires the use of the Rational Method (San Bernardino County Hydrology Manual Section D). Forms 4.2-2 through Form 4.2-5 calculate hydrologic variables including runoff volume, time of concentration, and peak runoff from the project site pre- and post-development using the Hydrology Manual Rational Method approach. For projects greater than 640 acres (1.0 mi2), the Rational Method and these forms should not be used. For such projects, the Unit Hydrograph Method (San Bernardino County Hydrology Manual Section E) shall be applied for hydrologic calculations for HCOC performance criteria. Refer to Section 4 in the TGD for WQMP for detailed guidance and instructions. APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-18 Form 4.2-1 LID BMP Performance Criteria for Design Capture Volume (DMA-1 through DMA-13) See attached summary table and calculation sheets for DCV 1 Project area DA-1 (ft2): 858,132 2 Imperviousness after applying preventative site design practices (Imp%): 0.70 3 Runoff Coefficient (Rc): 0.49 Rc = 0.858(Imp%)^3-0.78(Imp%)^2+0.774(Imp%)+0.04 4 Determine 1-hour rainfall depth for a 2-year return period P2yr-1hr (in): 0.60 -http://hdsc.nws.noaa.gov/hdsc/pfds/sa/sca_pfds.html 5 Compute P6, Mean 6-hr Precipitation (inches): 0.8886 P6 = Item 4 *C1, where C1 is a function of site climatic region specified in Form 3-1 Item 1 (Valley = 1.4807; Mountain = 1.909; Desert = 1.2371) 6 Drawdown Rate Use 48 hours as the default condition. Selection and use of the 24 hour drawdown time condition is subject to approval by the local jurisdiction. The necessary BMP footprint is a function of drawdown time. While shorter drawdown times reduce the performance criteria for LID BMP design capture volume, the depth of water that can be stored is also reduced. 24-hrs 48-hrs 7 Compute design capture volume, DCV (ft3): 61,608 DCV = 1/12 * [Item 1* Item 3 *Item 5 * C2], where C2 is a function of drawdown rate (24-hr = 1.582; 48-hr = 1.963) Compute separate DCV for each outlet from the project site per schematic drawn in Form 3-1 Item 2 Refer to the attached design capture volume calculations for drainage management area(s) DMA-1 through DA-5 below: 1) Calculate the "Watershed Imperviousness Ratio", I which is equal to the percent of impervious area in the BMP Drainage Area divided by 100 Imperviousness(i)=0.7 Total Acreage(A) =5.15 224,334 SF 2) Calculate the composite Runoff Coefficient Cbmp for the drainage area Cbmp = 0.858i3-0.78i2+0.774i+0.04 Cbmp =0.49 3) Determine which Regression Coefficient to use by region the project is located in Valley 1.481Mountain1.909 Desert 1.237 Regression coefficient for this project is:1.481 4) Determine the area averaged "6 hour Mean Storm Rainfall" , P6 2 yr 1 Hr Rainfall Depth per NOAA Atlas 14=0.6 inches P6 = 2 yr 1 hr Rainfall x Regression coefficient P6 =0.8886 inches 5) Determine Regression Constant (a) for 48 hour drawdown a for 24 hour = 1.582a for 48 hour = 1.963a =1.963 6) Calculate the Maximized Detention Volume, P0 P0 = C x a x P6 Po(inches) = 0.8615 7) Calculate the Target Capture Volume, V0, in acre feet V0 = (P0 * A)/12 V0 =0.37 acre-feet V0 =16,106 CF Target Captured Volume Watershed DMA-1 1) Calculate the "Watershed Imperviousness Ratio", I which is equal to the percent of impervious area in the BMP Drainage Area divided by 100 Imperviousness(i)=0.7 Total Acreage(A) =2.95 128,502 SF 2) Calculate the composite Runoff Coefficient Cbmp for the drainage area Cbmp = 0.858i3-0.78i2+0.774i+0.04 Cbmp =0.49 3) Determine which Regression Coefficient to use by region the project is located in Valley 1.481Mountain1.909 Desert 1.237 Regression coefficient for this project is:1.481 4) Determine the area averaged "6 hour Mean Storm Rainfall" , P6 2 yr 1 Hr Rainfall Depth per NOAA Atlas 14=0.6 inches P6 = 2 yr 1 hr Rainfall x Regression coefficient P6 =0.8886 inches 5) Determine Regression Constant (a) for 48 hour drawdown a for 24 hour = 1.582a for 48 hour = 1.963a =1.963 6) Calculate the Maximized Detention Volume, P0 P0 = C x a x P6 Po(inches) = 0.8615 7) Calculate the Target Capture Volume, V0, in acre feet V0 = (P0 * A)/12 V0 =0.21 acre-feet V0 =9,225 CF Target Captured Volume Watershed DMA-2 1) Calculate the "Watershed Imperviousness Ratio", I which is equal to the percent of impervious area in the BMP Drainage Area divided by 100 Imperviousness(i)=0.7 Total Acreage(A) =6.75 294,030 SF 2) Calculate the composite Runoff Coefficient Cbmp for the drainage area Cbmp = 0.858i3-0.78i2+0.774i+0.04 Cbmp =0.49 3) Determine which Regression Coefficient to use by region the project is located in Valley 1.481Mountain1.909 Desert 1.237 Regression coefficient for this project is:1.481 4) Determine the area averaged "6 hour Mean Storm Rainfall" , P6 2 yr 1 Hr Rainfall Depth per NOAA Atlas 14=0.6 inches P6 = 2 yr 1 hr Rainfall x Regression coefficient P6 =0.8886 inches 5) Determine Regression Constant (a) for 48 hour drawdown a for 24 hour = 1.582a for 48 hour = 1.963a =1.963 6) Calculate the Maximized Detention Volume, P0 P0 = C x a x P6 Po(inches) = 0.8615 7) Calculate the Target Capture Volume, V0, in acre feet V0 = (P0 * A)/12 V0 =0.48 acre-feet V0 =21,109 CF Target Captured Volume Watershed DMA-3 1) Calculate the "Watershed Imperviousness Ratio", I which is equal to the percent of impervious area in the BMP Drainage Area divided by 100 Imperviousness(i)=0.7 Total Acreage(A) =3.25 141,570 SF 2) Calculate the composite Runoff Coefficient Cbmp for the drainage area Cbmp = 0.858i3-0.78i2+0.774i+0.04 Cbmp =0.49 3) Determine which Regression Coefficient to use by region the project is located in Valley 1.481Mountain1.909 Desert 1.237 Regression coefficient for this project is:1.481 4) Determine the area averaged "6 hour Mean Storm Rainfall" , P6 2 yr 1 Hr Rainfall Depth per NOAA Atlas 14=0.6 inches P6 = 2 yr 1 hr Rainfall x Regression coefficient P6 =0.8886 inches 5) Determine Regression Constant (a) for 48 hour drawdown a for 24 hour = 1.582a for 48 hour = 1.963a =1.963 6) Calculate the Maximized Detention Volume, P0 P0 = C x a x P6 Po(inches) = 0.8615 7) Calculate the Target Capture Volume, V0, in acre feet V0 = (P0 * A)/12 V0 =0.23 acre-feet V0 =10,164 CF Target Captured Volume Watershed DMA-4 1) Calculate the "Watershed Imperviousness Ratio", I which is equal to the percent of impervious area in the BMP Drainage Area divided by 100 Imperviousness(i)=0.7 Total Acreage(A) =1.60 69,696 SF 2) Calculate the composite Runoff Coefficient Cbmp for the drainage area Cbmp = 0.858i3-0.78i2+0.774i+0.04 Cbmp =0.49 3) Determine which Regression Coefficient to use by region the project is located in Valley 1.481Mountain1.909 Desert 1.237 Regression coefficient for this project is:1.481 4) Determine the area averaged "6 hour Mean Storm Rainfall" , P6 2 yr 1 Hr Rainfall Depth per NOAA Atlas 14=0.6 inches P6 = 2 yr 1 hr Rainfall x Regression coefficient P6 =0.8886 inches 5) Determine Regression Constant (a) for 48 hour drawdown a for 24 hour = 1.582a for 48 hour = 1.963a =1.963 6) Calculate the Maximized Detention Volume, P0 P0 = C x a x P6 Po(inches) = 0.8615 7) Calculate the Target Capture Volume, V0, in acre feet V0 = (P0 * A)/12 V0 =0.11 acre-feet V0 =5,004 CF Target Captured Volume Watershed DMA-5 APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-19 Form 4.2-2 Summary of HCOC Assessment Does project have the potential to cause or contribute to an HCOC in a downstream channel: Yes No Go to:http://sbcounty.permitrack.com/WAP This project site located within the HCOC exempt area. If “Yes”, then complete HCOC assessment of site hydrology for 2yr storm event using Forms 4.2-3 through 4.2-5 and insert results below (Forms 4.2-3 through 4.2-5 may be replaced by computer software analysis based on the San Bernardino County Hydrology Manual) If “No,” then proceed to Section 4.3 Project Conformance Analysis Condition Runoff Volume (ft3)Time of Concentration (min)Peak Runoff (cfs) Pre-developed 1 Form 4.2-3 Item 12 2 Form 4.2-4 Item 13 3 Form 4.2-5 Item 10 Post-developed 4 Form 4.2-3 Item 13 5 Form 4.2-4 Item 14 6 Form 4.2-5 Item 14 Difference 7 Item 4 – Item 1 8 Item 5 – Item 2 9 Item 6 – Item 3 Difference (as % of pre-developed) 10 % Item 7 / Item 1 11 % Item 8 / Item 2 12 % Item 9 / Item 3 WQMP Project Report County of San Bernardino Stormwater Program Santa Ana River Watershed Geodatabase Monday, July 02, 2018 Note: The information provided in this report and on the Stormwater Geodatabase for the County of San Bernardino Stormwater Program is intended to provide basic guidance inthe preparation of the applicant’s Water Quality Management Plan (WQMP) and should not be relied upon without independent verification. Project Site Parcel Number(s):022809107 Project Site Acreage:37.83 HCOC Exempt Area:Yes. Verify that the project is completely with the HCOC exemption area. Closest Receiving Waters: (Applicant to verify based on local drainage facilities and topography.) System Number - 801 Facility Name - San Sevaine Channel Owner - SBCFCD Closest channel segment’s susceptibility to Hydromodification:High (Default) Highest downstream hydromodification susceptibility:High Is this drainage segment subject to TMDLs?No Are there downstream drainage segments subject to TMDLs?No Is this drainage segment a 303d listed stream?No Are there 303d listed streams downstream?No Are there unlined downstream waterbodies?No Project Site Onsite Soil Group(s):A Environmentally Sensitive Areas within 200':Riversidian Alluvial Sage Scru Groundwater Depth (FT):-565 Parcels with potential septic tanks within 1000':No Known Groundwater Contamination Plumes within 1000':No Studies and Reports Related to Project Site:Chino Basin Recharge Master Plan Chino Basin Water Master 32nd Annual Report San Servaine Channel Banana Street - San Servaine ChannelSummary Report Master Storm Drainage Plan Study Summary Report Master Storm Drainage Plan Map Proposed East Etiwanda Channel Planning Study FONTANA MPD FEE STUDYMaster SD Hydrology Calcs for Fontana Vol III Master SD Hydrology Calcs For Fontana Vol II Master SD Hydrology Calcs for Fontana Vol V Master SD Hydrology Calcs for Fontana Vol IVSan Sevaine - Boyle Map 0001 San Sevaine - Boyle Map 0002 San Sevaine - Boyle Map 0003SBCounty CSDP Project No.2 Volume 1 SBCounty CSDP Project No.2 Volume 2 Volume 2 MapSBCounty CSDP Project No.3 Volume I SBCounty CSDP Project No.3 Volume II West Fontana Channel Preliminary Basin Study Page 1 of 1San Bernardino -WAP Report 7/2/2018http://permitrack.sbcounty.gov/wap_report/report.asp?septic=No&SECAREA=Riversidian ... APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-20 Form 4.2-3 HCOC Assessment for Runoff Volume Weighted Curve Number Determination for: Pre-developed DA 1a Land Cover type 2a Hydrologic Soil Group (HSG) 3a DMA Area, ft2 sum of areas of DMA should equal area of DA 4a Curve Number (CN)use Items 1 and 2 to select the appropriate CN from Appendix C-2 of the TGD for WQMP Weighted Curve Number Determination for: Post-developed DA DMA C DMA D DMA E DMA F DMA G DMA H 1b Land Cover type 2b Hydrologic Soil Group (HSG) 3b DMA Area, ft2 sum of areas of DMA should equal area of DA 4b Curve Number (CN)use Items 5 and 6 to select the appropriate CN from Appendix C-2 of the TGD for WQMP 5 Pre-Developed area-weighted CN:7 Pre-developed soil storage capacity, S (in S = (1000 / Item 5) – 10 9 Initial abstraction, Ia (in): Ia = 0.2 * Item 7 6 Post-Developed area-weighted CN:8 Post-developed soil storage capacity, S (in) S = (1000 / Item 6) – 10 10 Initial abstraction, Ia (in): Ia = 0.2 * Item 8 11 Precipitation for 2 yr, 24 hr storm (in): Go to:http://hdsc.nws.noaa.gov/hdsc/pfds/sa/sca_pfds.html 12 Pre-developed Volume (ft3): Vpre =(1 / 12) * (Item sum of Item 3) * [(Item 11 – Item 9)^2 / ((Item 11 – Item 9 + Item 7) 13 Post-developed Volume (ft3): Vpre =(1 / 12) * (Item sum of Item 3) * [(Item 11 – Item 10)^2 / ((Item 11 – Item 10 + Item 8) 14 Volume Reduction needed to meet HCOC Requirement, (ft3): VHCOC = (Item 13 * 0.95) – Item 12 APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-21 Form 4.2-4 HCOC Assessment for Time of Concentration Compute time of concentration for pre and post developed conditions for each DA (For projects using the Hydrology Manual complete the form below) Variables Pre-developed DA1 Use additional forms if there are more than 4 DMA Post-developed DA1 Use additional forms if there are more than 4 DMA DA 1 DMA B DMA C DMA D DA 1 DMA B DMA C DMA D 1 Length of flowpath (ft) Use Form 3-2 Item 5 for pre-developed condition 2 Change in elevation (ft) 3 Slope (ft/ft),So = Item 2 / Item 1 4 Land cover 5 Initial DMA Time of Concentration (min)Appendix C-1 of the TGD for WQMP 6 Length of conveyance from DMA outlet to project site outlet (ft) May be zero if DMA outlet is at project site outlet 7 Cross-sectional area of channel (ft2) 8 Wetted perimeter of channel (ft) 9 Manning’s roughness of channel (n) 10 Channel flow velocity (ft/sec) Vfps = (1.49 / Item 9) * (Item 7/Item 8)^0.67 * (Item 3)^0.5 11 Travel time to outlet (min) Tt = Item 6 / (Item 10 * 60) 12 Total time of concentration (min) Tc = Item 5 + Item 11 13 Pre-developed time of concentration (min): 14 Post-developed time of concentration (min): 15 Additional time of concentration needed to meet HCOC requirement (min): APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-22 Form 4.2-5 HCOC Assessment for Peak Runoff Compute peak runoff for pre- and post-developed conditions Variables Pre-developed DA to Project Outlet (Use additional forms if more than 3 DMA) Post-developed DA to Project Outlet (Use additional forms if more than 3 DMA) DMA A DMA B DMA C DMA A DMA B DMA C 1 Rainfall Intensity for storm duration equal to time of concentration Ipeak = 10^(LOG Form 4.2-1 Item 4 - 0.6 LOG Form 4.2-4 Item 5 /60) 2 Drainage Area of each DMA (ft2) For DMA with outlet at project site outlet, include upstream DMA (Using example schematic in Form 3-1, DMA A will include drainage from DMA C) 3 Ratio of pervious area to total area For DMA with outlet at project site outlet, include upstream DMA (Using example schematic in Form 3-1, DMA A will include drainage from DMA C) 4 Pervious area infiltration rate (in/hr) Use pervious area CN and antecedent moisture condition with Appendix C-3 of the TGD for WQMP 5 Maximum loss rate (in/hr) Fm = Item 3 * Item 4 Use area-weighted Fm from DMA with outlet at project site outlet, include upstream DMA (Using example schematic in Form 3-1, DMA A will include drainage from DMA C) 6 Peak Flow from DMA (cfs) Qp =Item 2 * 0.9 * (Item 1 - Item 5) 7 Time of concentration adjustment factor for other DMA to site discharge point Form 4.2-4 Item 12 DMA / Other DMA upstream of site discharge point (If ratio is greater than 1.0, then use maximum value of 1.0) DMA A n/a n/a DMA B n/a n/a DMA C n/a n/a 8 Pre-developed Qp at Tc for DMA A: Qp = Item 6DMAA + [Item 6DMAB* (Item 1DMAA - Item 5DMAB)/(Item 1DMAB - Item 5DMAB)* Item 7DMAA/2] + [Item 6DMAC* (Item 1DMAA - Item 5DMAC)/(Item 1DMAC - Item 5DMAC)* Item 7DMAA/3] 9 Pre-developed Qp at Tc for DMA B: Qp = Item 6DMAB + [Item 6DMAA* (Item 1DMAB - Item 5DMAA)/(Item 1DMAA - Item 5DMAA)* Item 7DMAB/1] + [Item 6DMAC * (Item 1DMAB - Item 5DMAC)/(Item 1DMAC - Item 5DMAC)* Item 7DMAB/3] 10 Pre-developed Qp at Tc for DMA C: Qp = Item 6DMAC + [Item 6DMAA * (Item 1DMAC - Item 5DMAA)/(Item 1DMAA - Item 5DMAA)* Item 7DMAC/1] + [Item 6DMAB* (Item 1DMAC - Item 5DMAB)/(Item 1DMAB - Item 5DMAB)* Item 7DMAC/2] 10 Peak runoff from pre-developed condition confluence analysis (cfs):Maximum of Item 8, 9, and 10 (including additional forms as needed) 11 Post-developed Qp at Tc for DMA A: Same as Item 8 for post-developed values 12 Post-developed Qp at Tc for DMA B: Same as Item 9 for post-developed values 13 Post-developed Qp at Tc for DMA C: Same as Item 10 for post-developed values 14 Peak runoff from post-developed condition confluence analysis (cfs):Maximum of Item 11, 12, and 13 (including additional forms as needed) 15 Peak runoff reduction needed to meet HCOC Requirement (cfs):Qp-HCOC = (Item 14 * 0.95) – Item 10 APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-23 4.3 Project Conformance Analysis Complete the following forms for each project site DA to document that the proposed LID BMPs conform to the project DCV developed to meet performance criteria specified in the MS4 Permit (WQMP Template Section 4.2). For the LID DCV, the forms are ordered according to hierarchy of BMP selection as required by the MS4 Permit (see Section 5.3.1 in the TGD for WQMP). The forms compute the following for on-site LID BMP: §Site Design and Hydrologic Source Controls (Form 4.3-2) §Retention and Infiltration (Form 4.3-3) §Harvested and Use (Form 4.3-4) or §Biotreatment (Form 4.3-5). At the end of each form, additional fields facilitate the determination of the extent of mitigation provided by the specific BMP category, allowing for use of the next category of BMP in the hierarchy, if necessary. The first step in the analysis, using Section 5.3.2.1 of the TGD for WQMP, is to complete Forms 4.3-1 and 4.3-3) to determine if retention and infiltration BMPs are infeasible for the project. For each feasibility criterion in Form 4.3-1, if the answer is “Yes,” provide all study findings that includes relevant calculations, maps, data sources, etc. used to make the determination of infeasibility. Next, complete Forms 4.3-2 and 4.3-4 to determine the feasibility of applicable HSC and harvest and use BMPs, and, if their implementation is feasible, the extent of mitigation of the DCV. If no site constraints exist that would limit the type of BMP to be implemented in a DA, evaluate the use of combinations of LID BMPs, including all applicable HSC BMPs to maximize on-site retention of the DCV. If no combination of BMP can mitigate the entire DCV, implement the single BMP type, or combination of BMP types, that maximizes on-site retention of the DCV within the minimum effective area. If the combination of LID HSC, retention and infiltration, and harvest and use BMPs are unable to mitigate the entire DCV, then biotreatment BMPs may be implemented by the project proponent. If biotreatment BMPs are used, then they must be sized to provide sufficient capacity for effective treatment of the remainder of the volume-based performance criteria that cannot be achieved with LID BMPs (TGD for WQMP Section 5.4.4.2).Under no circumstances shall any portion of the DCV be released from the site without effective mitigation and/or treatment. APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-24 Form 4.3-1 Infiltration BMP Feasibility (DA 1) Feasibility Criterion – Complete evaluation for each DA on the Project Site 1 Would infiltration BMP pose significant risk for groundwater related concerns? Yes No Refer to Section 5.3.2.1 of the TGD for WQMP If Yes, Provide basis: (attach) 2 Would installation of infiltration BMP significantly increase the risk of geotechnical hazards? Yes No (Yes, if the answer to any of the following questions is yes, as established by a geotechnical expert): ·The location is less than 50 feet away from slopes steeper than 15 percent ·The location is less than eight feet from building foundations or an alternative setback. ·A study certified by a geotechnical professional or an available watershed study determines that stormwater infiltration would result in significantly increased risks of geotechnical hazards. If Yes, Provide basis: (attach) 3 Would infiltration of runoff on a Project site violate downstream water rights? Yes No If Yes, Provide basis: (attach) 4 Is proposed infiltration facility located on hydrologic soil group (HSG) D soils or does the site geotechnical investigation indicate presence of soil characteristics, which support categorization as D soils? Yes No If Yes, Provide basis: (attach) 5 Is the design infiltration rate, after accounting for safety factor of 2.0, below proposed facility less than 0.3 in/hr (accounting for soil amendments)? Yes No If Yes, Provide basis: (attach) 6 Would on-site infiltration or reduction of runoff over pre-developed conditions be partially or fully inconsistent with watershed management strategies as defined in the WAP, or impair beneficial uses?Yes No See Section 3.5 of the TGD for WQMP and WAP If Yes, Provide basis: (attach) 7 Any answer from Item 1 through Item 3 is “Yes”: Yes No If yes, infiltration of any volume is not feasible onsite. Proceed to Form 4.3-4, Harvest and Use BMP. If no, then proceed to Item 9 below. 8 Any answer from Item 4 through Item 6 is “Yes”: Yes No If yes, infiltration is permissible but is not required to be considered. Proceed to Form 4.3-2, Hydrologic Source Control BMP. If no, then proceed to Item 9, below. 9 All answers to Item 1 through Item 6 are “No”: Infiltration of the full DCV is potentially feasible, LID infiltration BMP must be designed to infiltrate the full DCV to the MEP. Proceed to Form 4.3-2, Hydrologic Source Control BMP. APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-25 4.3.1 Site Design Hydrologic Source Control BMP Section XI.E. of the Permit emphasizes the use of LID preventative measures; and the use of LID HSC BMPs reduces the portion of the DCV that must be addressed in downstream BMPs. Therefore, all applicable HSC shall be provided except where they are mutually exclusive with each other, or with other BMPs. Mutual exclusivity may result from overlapping BMP footprints such that either would be potentially feasible by itself, but both could not be implemented. Please note that while there are no numeric standards regarding the use of HSC, if a project cannot feasibly meet BMP sizing requirements or cannot fully address HCOCs, feasibility of all applicable HSC must be part of demonstrating that the BMP system has been designed to retain the maximum feasible portion of the DCV. Complete Form 4.3- 2 to identify and calculate estimated retention volume from implementing site design HSC BMP. Refer to Section 5.4.1 in the TGD for more detailed guidance. APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-26 Form 4.3-2 Site Design Hydrologic Source Control BMPs (DA 1) 1 Implementation of Impervious Area Dispersion BMP (i.e. routing runoff from impervious to pervious areas), excluding impervious areas planned for routing to on-lot infiltration BMP: Yes No If yes, complete Items 2-5; If no, proceed to Item 6 DA DMA BMP Type DA DMA BMP Type DA DMA BMP Type (Use additional forms for more BMPs) 2 Total impervious area draining to pervious area (ft2) 3 Ratio of pervious area receiving runoff to impervious area 4 Retention volume achieved from impervious area dispersion (ft3)V = Item2 * Item 3 * (0.5/12), assuming retention of 0.5 inches of runoff 5 Sum of retention volume achieved from impervious area dispersion (ft3): Vretention =Sum of Item 4 for all BMPs 6 Implementation of Localized On-lot Infiltration BMPs (e.g. on-lot rain gardens): Yes No If yes, complete Items 7- 13 for aggregate of all on-lot infiltration BMP in each DA; If no, proceed to Item 14 DA DMA BMP Type DA DMA BMP Type DA DMA BMP Type (Use additional forms for more BMPs) 7 Ponding surface area (ft2) 8 Ponding depth (ft) 9 Surface area of amended soil/gravel (ft2) 10 Average depth of amended soil/gravel (ft) 11 Average porosity of amended soil/gravel 12 Retention volume achieved from on-lot infiltration (ft3) Vretention = (Item 7 *Item 8) + (Item 9 * Item 10 * Item 11) 13 Runoff volume retention from on-lot infiltration (ft3):Vretention =Sum of Item 12 for all BMPs APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-27 Form 4.3-2 cont. Site Design Hydrologic Source Control BMPs (DA 1) 14 Implementation of evapotranspiration BMP (green, brown, or blue roofs): Yes No If yes, complete Items 15-20. If no, proceed to Item 21 DA DMA BMP Type DA DMA BMP Type DA DMA BMP Type (Use additional forms for more BMPs) 15 Rooftop area planned for ET BMP (ft2) 16 Average wet season ET demand (in/day) Use local values, typical ~ 0.1 17 Daily ET demand (ft3/day) Item 15 * (Item 16 / 12) 18 Drawdown time (hrs) Copy Item 6 in Form 4.2-1 19 Retention Volume (ft3) Vretention = Item 17 * (Item 18 / 24) 20 Runoff volume retention from evapotranspiration BMPs (ft3): 0 ft3 Vretention =Sum of Item 19 for all BMPs 21 Implementation of Street Trees: Yes No If yes, complete Items 20-2. If no, proceed to Item 24 DA DMA BMP Type DA DMA BMP Type DA DMA BMP Type (Use additional forms for more BMPs) 22 Number of Street Trees 23 Average canopy cover over impervious area (ft2) 24 Runoff volume retention from street trees (ft3) Vretention = Item 22 * Item 23 * (0.05/12) assume runoff retention of 0.05 inches 25 Runoff volume retention from street tree BMPs (ft3): 0 ft3 Vretention = Sum of Item 24 for all BMPs 26 Implementation of residential rain barrels/cisterns: Yes No If yes, complete Items 27-28; If no, proceed to Item 29 DA DMA BMP Type DA DMA BMP Type DA DMA BMP Type (Use additional forms for more BMPs) 27 Number of rain barrels/cisterns 28 Runoff volume retention from rain barrels/cisterns (ft3) Vretention = Item 27 * 3 29 Runoff volume retention from residential rain barrels/Cisterns (ft3):0 ft3 Vretention =Sum of Item 28 for all BMPs 30 Total Retention Volume from Site Design Hydrologic Source Control BMPs: 0 ft3 Sum of Items 5, 13, 20, 25 and 29 APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-28 4.3.2 Infiltration BMPs Use Form 4.3-3 to compute on-site retention of runoff from proposed retention and infiltration BMPs. Volume retention estimates are sensitive to the percolation rate used, which determines the amount of runoff that can be infiltrated within the specified drawdown time. The infiltration safety factor reduces field measured percolation to account for potential inaccuracy associated with field measurements, declining BMP performance over time, and compaction during construction. Appendix D of the TGD for WQMP provides guidance on estimating an appropriate safety factor to use in Form 4.3-3. If site constraints limit the use of BMPs to a single type and implementation of retention and infiltration BMPs mitigate no more than 40% of the DCV, then they are considered infeasible and the Project Proponent may evaluate the effectiveness of BMPs lower in the LID hierarchy of use (Section 5.5.1 of the TGD for WQMP) If implementation of infiltrations BMPs is feasible as determined using Form 4.3-1, then LID infiltration BMPs shall be implemented to the MEP (section 4.1 of the TGD for WQMP). APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-29 Form 4.3-3.1 Infiltration LID BMP –Underground Chamber System 1 Remaining LID DCV not met by site design HSC BMP (ft3): 75,852 ft3 Vunmet = Form 4.2-1 Item 7 - Form 4.3-2 Item 30 BMP Type Use columns to the right to compute runoff volume retention from proposed infiltration BMP (select BMP from Table 5-4 in TGD for WQMP) - Use additional forms for more BMPs DMA 1 BMP Type Chamber System DMA 2 BMP Type Chamber System DMA 3 BMP Type Chamber System DMA 4 BMP Type Chamber System DMA 5 BMP Type Chamber System 2 Infiltration rate of underlying soils (in/hr)See Section 5.4.2 and Appendix D of the TGD for WQMP for minimum requirements for assessment methods 12.96 12.96 12.96 12.96 12.96 3 Infiltration safety factor See TGD Section 5.4.2 and Appendix D 3.75 3.75 3.75 3.75 3.75 4 Design percolation rate (in/hr)Pdesign = Item 2 / Item 3 3.46 3.46 3.46 3.46 3.46 5 Ponded water drawdown time (hr)Copy Item 6 in Form 4.2-1 48 48 48 48 48 6 Maximum ponding depth (ft)BMP specific, see Table 5-4 of the TGD for WQMP for BMP design details ----- 7 Ponding Depth (ft)dBMP = Minimum of (1/12*Item 4*Item 5) or Item 6 ----- 8 Infiltrating surface area,SABMP (ft2)the lesser of the area needed for infiltration of full DCV or minimum space requirements from Table 5.7 of the TGD for WQMP ----- 9 Amended soil depth,dmedia (ft)Only included in certain BMP types, see Table 5-4 in the TGD for WQMP for reference to BMP design details ----- 10 Amended soil porosity ----- 11 Gravel depth,dmedia (ft)Only included in certain BMP types, see Table 5-4 of the TGD for WQMP for BMP design details ----- 12 Gravel porosity ----- 13 Duration of storm as basin is filling (hrs) Typical ~ 3hrs 3 3 3 3 3 14 Above Ground Retention Volume (ft3)Vretention = Item 8 * [Item7 + (Item 9 * Item 10) + (Item 11 * Item 12)+ (Item 13 * (Item 4 / 12))] --- 15 Underground Retention Volume (ft3)Volume determined using manufacturer’s specifications and calculations 17,728 ft3 10,353 ft3 22,160 ft3 10,353 ft3 5,921 ft3 16 Total Retention Volume from LID Infiltration BMPs: 66,515 ft3 (Sum of Items 14 and 15 for all infiltration BMP included in plan) 17 Fraction of DCV achieved with infiltration BMP: 107%Retention% = Item 16 / Form 4.2-1 Item 7 18 Is full LID DCV retained on-site with combination of hydrologic source control and LID retention and infiltration BMPs? Yes No If yes, demonstrate conformance using Form 4.3-10; If no, then reduce Item 3, Factor of Safety to 2.0 and increase Item 8, Infiltrating Surface Area, such that the APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-30 portion of the site area used for retention and infiltration BMPs equals or exceeds the minimum effective area thresholds (Table 5-7 of the TGD for WQMP) for the applicable category of development and repeat all above calculations. Date: Project Name: City / County: State: Designed By: Company: Telephone: Storage Volume Required (cf):4,279 Limiting Width (ft):11.00 13.50 Solid or Perforated Pipe:Perforated DA-4B Fontana Allard Engineering California Adam Project Summary Invert Depth Below Asphalt (ft): 1/6/2018 Corrugated Metal Pipe Calculator Enter Information in Blue Cells(909) 356-1815 For design assistance, drawings,and pricing send completed worksheet to:dyods@contech-cpi.com Shape Or Diameter (in):102 56.75 ft2 Pipe Area Number Of Headers:2 Spacing between Barrels (ft):3.00 Stone Width Around Perimeter of System (ft):1 Depth A: Porous Stone Above Pipe (in):6 Depth C: Porous Stone Below Pipe (in):9 Stone Porosity (0 to 40%):40 System Sizing Pipe Storage:3,291 cf Porous Stone Storage:1,141 cf 4,432 cf 103.6% Of Required Storage Barrel 12 1 barrels Barrel 11 Length per Barrel:41.0 ft Barrel 10 Length Per Header:8.5 ft Barrel 9 Rectangular Footprint (W x L):10.5 ft x 60. ft Barrel 8CONTECH Materials Barrel 7 Total CMP Footage:58 ft Barrel 6 Approximate Total Pieces:4 pcs Barrel 5 Approximate Coupling Bands:3 bands Barrel 4 Approximate Truckloads:2 trucks Barrel 3 Construction Quantities**Barrel 2 Total Excavation:315 cy Barrel 1 Porous Stone Backfill For Storage:106 cy stone Backfill to Grade Excluding Stone:88 cy fill **Construction quantities are approximate and should be verified upon final design Total Storage Provided: Number of Barrels: System Layout Number Of Barrels Exceed Graph Limitations 41 0 0 0 0 0 0 0 0 0 0 0 Barrel Footage (w/o headers) **Construction quantities are approximate and should be verified upon final design © 2007 CONTECH Stormwater Solutions Date: Project Name: City / County: State: Designed By: Company: Telephone: Storage Volume Required (cf):4,279 Limiting Width (ft):11.00 13.50 Solid or Perforated Pipe:Perforated DA-4B Fontana Allard Engineering California Adam Project Summary Invert Depth Below Asphalt (ft): 1/6/2018 Corrugated Metal Pipe Calculator Enter Information in Blue Cells(909) 356-1815 For design assistance, drawings,and pricing send completed worksheet to:dyods@contech-cpi.com Shape Or Diameter (in):102 56.75 ft2 Pipe Area Number Of Headers:2 Spacing between Barrels (ft):3.00 Stone Width Around Perimeter of System (ft):1 Depth A: Porous Stone Above Pipe (in):6 Depth C: Porous Stone Below Pipe (in):9 Stone Porosity (0 to 40%):40 System Sizing Pipe Storage:3,291 cf Porous Stone Storage:1,141 cf 4,432 cf 103.6% Of Required Storage Barrel 12 1 barrels Barrel 11 Length per Barrel:41.0 ft Barrel 10 Length Per Header:8.5 ft Barrel 9 Rectangular Footprint (W x L):10.5 ft x 60. ft Barrel 8CONTECH Materials Barrel 7 Total CMP Footage:58 ft Barrel 6 Approximate Total Pieces:4 pcs Barrel 5 Approximate Coupling Bands:3 bands Barrel 4 Approximate Truckloads:2 trucks Barrel 3 Construction Quantities**Barrel 2 Total Excavation:315 cy Barrel 1 Porous Stone Backfill For Storage:106 cy stone Backfill to Grade Excluding Stone:88 cy fill **Construction quantities are approximate and should be verified upon final design Total Storage Provided: Number of Barrels: System Layout Number Of Barrels Exceed Graph Limitations 41 0 0 0 0 0 0 0 0 0 0 0 Barrel Footage (w/o headers) **Construction quantities are approximate and should be verified upon final design © 2007 CONTECH Stormwater Solutions Date: Project Name: City / County: State: Designed By: Company: Telephone: Storage Volume Required (cf):5,800 Limiting Width (ft):11.00 12.00 Solid or Perforated Pipe:Perforated Invert Depth Below Asphalt (ft): 5/31/2018 Corrugated Metal Pipe Calculator Enter Information in Blue Cells Fontana Landing Fontana Allard Engineering California Adam Project Summary (909) 356-1815 For design assistance, drawings,and pricing send completed worksheet to:dyods@contech-cpi.com Shape Or Diameter (in):108 63.62 ft2 Pipe Area Number Of Headers:2 Spacing between Barrels (ft):3.00 Stone Width Around Perimeter of System (ft):1 Depth A: Porous Stone Above Pipe (in):2 Depth C: Porous Stone Below Pipe (in):4 Stone Porosity (0 to 40%):40 System Sizing Pipe Storage:4,644 cf Porous Stone Storage:1,277 cf 5,921 cf 102.1% Of Required Storage Barrel 12 1 barrels Barrel 11 Length per Barrel:55.0 ft Barrel 10 Length Per Header:9.0 ft Barrel 9 Rectangular Footprint (W x L):11. ft x 75. ft Barrel 8CONTECH Materials Barrel 7 Total CMP Footage:73 ft Barrel 6 Approximate Total Pieces:5 pcs Barrel 5 Approximate Coupling Bands:4 bands Barrel 4 Approximate Truckloads:3 trucks Barrel 3 Construction Quantities**Barrel 2 Total Excavation:367 cy Barrel 1 Porous Stone Backfill For Storage:118 cy stone Backfill to Grade Excluding Stone:77 cy fill **Construction quantities are approximate and should be verified upon final design System Layout Number Of Barrels Exceed Graph Limitations Total Storage Provided: Number of Barrels: 55 0 0 0 0 0 0 0 0 0 0 0 Barrel Footage (w/o headers) **Construction quantities are approximate and should be verified upon final design © 2007 CONTECH Stormwater Solutions Date: Project Name: City / County: State: Designed By: Company: Telephone: Storage Volume Required (cf):4,279 Limiting Width (ft):11.00 13.50 Solid or Perforated Pipe:Perforated DA-4B Fontana Allard Engineering California Adam Project Summary Invert Depth Below Asphalt (ft): 1/6/2018 Corrugated Metal Pipe Calculator Enter Information in Blue Cells(909) 356-1815 For design assistance, drawings,and pricing send completed worksheet to:dyods@contech-cpi.com Shape Or Diameter (in):102 56.75 ft2 Pipe Area Number Of Headers:2 Spacing between Barrels (ft):3.00 Stone Width Around Perimeter of System (ft):1 Depth A: Porous Stone Above Pipe (in):6 Depth C: Porous Stone Below Pipe (in):9 Stone Porosity (0 to 40%):40 System Sizing Pipe Storage:3,291 cf Porous Stone Storage:1,141 cf 4,432 cf 103.6% Of Required Storage Barrel 12 1 barrels Barrel 11 Length per Barrel:41.0 ft Barrel 10 Length Per Header:8.5 ft Barrel 9 Rectangular Footprint (W x L):10.5 ft x 60. ft Barrel 8CONTECH Materials Barrel 7 Total CMP Footage:58 ft Barrel 6 Approximate Total Pieces:4 pcs Barrel 5 Approximate Coupling Bands:3 bands Barrel 4 Approximate Truckloads:2 trucks Barrel 3 Construction Quantities**Barrel 2 Total Excavation:315 cy Barrel 1 Porous Stone Backfill For Storage:106 cy stone Backfill to Grade Excluding Stone:88 cy fill **Construction quantities are approximate and should be verified upon final design Total Storage Provided: Number of Barrels: System Layout Number Of Barrels Exceed Graph Limitations 41 0 0 0 0 0 0 0 0 0 0 0 Barrel Footage (w/o headers) **Construction quantities are approximate and should be verified upon final design © 2007 CONTECH Stormwater Solutions Date: Project Name: City / County: State: Designed By: Company: Telephone: Storage Volume Required (cf):4,279 Limiting Width (ft):11.00 13.50 Solid or Perforated Pipe:Perforated DA-4B Fontana Allard Engineering California Adam Project Summary Invert Depth Below Asphalt (ft): 1/6/2018 Corrugated Metal Pipe Calculator Enter Information in Blue Cells(909) 356-1815 For design assistance, drawings,and pricing send completed worksheet to:dyods@contech-cpi.com Shape Or Diameter (in):102 56.75 ft2 Pipe Area Number Of Headers:2 Spacing between Barrels (ft):3.00 Stone Width Around Perimeter of System (ft):1 Depth A: Porous Stone Above Pipe (in):6 Depth C: Porous Stone Below Pipe (in):9 Stone Porosity (0 to 40%):40 System Sizing Pipe Storage:3,291 cf Porous Stone Storage:1,141 cf 4,432 cf 103.6% Of Required Storage Barrel 12 1 barrels Barrel 11 Length per Barrel:41.0 ft Barrel 10 Length Per Header:8.5 ft Barrel 9 Rectangular Footprint (W x L):10.5 ft x 60. ft Barrel 8CONTECH Materials Barrel 7 Total CMP Footage:58 ft Barrel 6 Approximate Total Pieces:4 pcs Barrel 5 Approximate Coupling Bands:3 bands Barrel 4 Approximate Truckloads:2 trucks Barrel 3 Construction Quantities**Barrel 2 Total Excavation:315 cy Barrel 1 Porous Stone Backfill For Storage:106 cy stone Backfill to Grade Excluding Stone:88 cy fill **Construction quantities are approximate and should be verified upon final design Total Storage Provided: Number of Barrels: System Layout Number Of Barrels Exceed Graph Limitations 41 0 0 0 0 0 0 0 0 0 0 0 Barrel Footage (w/o headers) **Construction quantities are approximate and should be verified upon final design © 2007 CONTECH Stormwater Solutions Date: Project Name: City / County: State: Designed By: Company: Telephone: Storage Volume Required (cf):5,800 Limiting Width (ft):11.00 12.00 Solid or Perforated Pipe:Perforated Invert Depth Below Asphalt (ft): 5/31/2018 Corrugated Metal Pipe Calculator Enter Information in Blue Cells Fontana Landing Fontana Allard Engineering California Adam Project Summary (909) 356-1815 For design assistance, drawings,and pricing send completed worksheet to:dyods@contech-cpi.com Shape Or Diameter (in):108 63.62 ft2 Pipe Area Number Of Headers:2 Spacing between Barrels (ft):3.00 Stone Width Around Perimeter of System (ft):1 Depth A: Porous Stone Above Pipe (in):2 Depth C: Porous Stone Below Pipe (in):4 Stone Porosity (0 to 40%):40 System Sizing Pipe Storage:4,644 cf Porous Stone Storage:1,277 cf 5,921 cf 102.1% Of Required Storage Barrel 12 1 barrels Barrel 11 Length per Barrel:55.0 ft Barrel 10 Length Per Header:9.0 ft Barrel 9 Rectangular Footprint (W x L):11. ft x 75. ft Barrel 8CONTECH Materials Barrel 7 Total CMP Footage:73 ft Barrel 6 Approximate Total Pieces:5 pcs Barrel 5 Approximate Coupling Bands:4 bands Barrel 4 Approximate Truckloads:3 trucks Barrel 3 Construction Quantities**Barrel 2 Total Excavation:367 cy Barrel 1 Porous Stone Backfill For Storage:118 cy stone Backfill to Grade Excluding Stone:77 cy fill **Construction quantities are approximate and should be verified upon final design System Layout Number Of Barrels Exceed Graph Limitations Total Storage Provided: Number of Barrels: 55 0 0 0 0 0 0 0 0 0 0 0 Barrel Footage (w/o headers) **Construction quantities are approximate and should be verified upon final design © 2007 CONTECH Stormwater Solutions Date: Project Name: City / County: State: Designed By: Company: Telephone: Storage Volume Required (cf):5,800 Limiting Width (ft):11.00 12.00 Solid or Perforated Pipe:Perforated Invert Depth Below Asphalt (ft): 5/31/2018 Corrugated Metal Pipe Calculator Enter Information in Blue Cells Fontana Landing Fontana Allard Engineering California Adam Project Summary (909) 356-1815 For design assistance, drawings,and pricing send completed worksheet to:dyods@contech-cpi.com Shape Or Diameter (in):108 63.62 ft2 Pipe Area Number Of Headers:2 Spacing between Barrels (ft):3.00 Stone Width Around Perimeter of System (ft):1 Depth A: Porous Stone Above Pipe (in):2 Depth C: Porous Stone Below Pipe (in):4 Stone Porosity (0 to 40%):40 System Sizing Pipe Storage:4,644 cf Porous Stone Storage:1,277 cf 5,921 cf 102.1% Of Required Storage Barrel 12 1 barrels Barrel 11 Length per Barrel:55.0 ft Barrel 10 Length Per Header:9.0 ft Barrel 9 Rectangular Footprint (W x L):11. ft x 75. ft Barrel 8CONTECH Materials Barrel 7 Total CMP Footage:73 ft Barrel 6 Approximate Total Pieces:5 pcs Barrel 5 Approximate Coupling Bands:4 bands Barrel 4 Approximate Truckloads:3 trucks Barrel 3 Construction Quantities**Barrel 2 Total Excavation:367 cy Barrel 1 Porous Stone Backfill For Storage:118 cy stone Backfill to Grade Excluding Stone:77 cy fill **Construction quantities are approximate and should be verified upon final design System Layout Number Of Barrels Exceed Graph Limitations Total Storage Provided: Number of Barrels: 55 0 0 0 0 0 0 0 0 0 0 0 Barrel Footage (w/o headers) **Construction quantities are approximate and should be verified upon final design © 2007 CONTECH Stormwater Solutions APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-31 4.3.3 Harvest and Use BMP Harvest and use BMP may be considered if the full LID DCV cannot be met by maximizing infiltration BMPs. Use Form 4.3-4 to compute on-site retention of runoff from proposed harvest and use BMPs. Volume retention estimates for harvest and use BMPs are sensitive to the on-site demand for captured stormwater. Since irrigation water demand is low in the wet season, when most rainfall events occur in San Bernardino County, the volume of water that can be used within a specified drawdown period is relatively low. The bottom portion of Form 4.3-4 facilitates the necessary computations to show infeasibility if a minimum incremental benefit of 40 percent of the LID DCV would not be achievable with MEP implementation of on-site harvest and use of stormwater (Section 5.5.4 of the TGD for WQMP). Form 4.3-4 Harvest and Use BMPs 1 Remaining LID DCV not met by site design HSC or infiltration BMP (ft3): 0 Vunmet = Form 4.2-1 Item 7 - Form 4.3-2 Item 30 – Form 4.3-3 Item 16 BMP Type(s)Compute runoff volume retention from proposed harvest and use BMP (Select BMPs from Table 5-4 of the TGD for WQMP) - Use additional forms for more BMPs DA DMA BMP Type DA DMA BMP Type DA DMA BMP Type (Use additional forms for more BMPs) 2 Describe cistern or runoff detention facility 3 Storage volume for proposed detention type (ft3)Volume of cistern 4 Landscaped area planned for use of harvested stormwater (ft2) 5 Average wet season daily irrigation demand (in/day) Use local values, typical ~ 0.1 in/day 6 Daily water demand (ft3/day)Item 4 * (Item 5 / 12) 7 Drawdown time (hrs) Copy Item 6 from Form 4.2-1 8Retention Volume (ft3) Vretention = Minimum of (Item 3) or (Item 6 * (Item 7 / 24)) 9 Total Retention Volume (ft3) from Harvest and Use BMP Sum of Item 8 for all harvest and use BMP included in plan 10 Is the full DCV retained with a combination of LID HSC, retention and infiltration, and harvest and use BMPs? Yes No If yes, demonstrate conformance using Form 4.3-10. If no, then re-evaluate combinations of all LID BMP and optimize their implementation such that the maximum portion of the DCV is retained on-site (using a single BMP type or combination of BMP types). If the full DCV cannot be mitigated after this optimization process, proceed to Section 4.3.4. APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-32 4.3.4 Biotreatment BMP Biotreatment BMPs may be considered if the full LID DCV cannot be met by maximizing retention and infiltration, and harvest and use BMPs. A key consideration when using biotreatment BMP is the effectiveness of the proposed BMP in addressing the pollutants of concern for the project (see Table 5-5 of the TGD for WQMP). Use Form 4.3-5 to summarize the potential for volume based and/or flow based biotreatment options to biotreat the remaining unmet LID DCV w. Biotreatment computations are included as follows: ·Use Form 4.3-6 to compute biotreatment in small volume based biotreatment BMP (e.g. bioretention w/underdrains); ·Use Form 4.3-7 to compute biotreatment in large volume based biotreatment BMP (e.g. constructed wetlands); ·Use Form 4.3-8 to compute sizing criteria for flow-based biotreatment BMP (e.g. bioswales) Form 4.3-5 Selection and Evaluation of Biotreatment BMP 1 Remaining LID DCV not met by site design HSC, infiltration, or harvest and use BMP for potential biotreatment (ft3): 0 Form 4.2-1 Item 7 - Form 4.3-2 Item 30 – Form 4.3-3 Item 16- Form 4.3-4 Item 9 List pollutants of concern Copy from Form 2.3-1. 2 Biotreatment BMP Selected (Select biotreatment BMP(s) necessary to ensure all pollutants of concern are addressed through Unit Operations and Processes, described in Table 5-5 of the TGD for WQMP) Volume-based biotreatment Use Forms 4.3-6 and 4.3-7 to compute treated volume Flow-based biotreatment Use Form 4.3-8 to compute treated volume Bioretention with underdrain Planter box with underdrain Constructed wetlands Wet extended detention Dry extended detention Vegetated swale Vegetated filter strip Proprietary biotreatment 3 Volume biotreated in volume based biotreatment BMP (ft3):Form 4.3- 6 Item 15 + Form 4.3-7 Item 13 4 Compute remaining LID DCV with implementation of volume based biotreatment BMP (ft3):Item 1 – Item 3 5 Remaining fraction of LID DCV for sizing flow based biotreatment BMP: %Item 4 / Item 1 6 Flow-based biotreatment BMP capacity provided (cfs):Use Figure 5-2 of the TGD for WQMP to determine flow capacity required to provide biotreatment of remaining percentage of unmet LID DCV (Item 5), for the project’s precipitation zone (Form 3-1 Item 1) 7 Metrics for MEP determination: ·Provided a WQMP with the portion of site area used for suite of LID BMP equal to minimum thresholds in Table 5-7 of the TGD for WQMP for the proposed category of development:If maximized on-site retention BMPs is feasible for partial capture, then LID BMP implementation must be optimized to retain and infiltrate the maximum portion of the DCV possible within the prescribed minimum effective area. The remaining portion of the DCV shall then be mitigated using biotreatment BMP. APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-33 Form 4.3-6 Volume Based Biotreatment– Bioretention and Planter Boxes with Underdrains Biotreatment BMP Type (Bioretention w/underdrain, planter box w/underdrain, other comparable BMP) DA DMA BMP Type DA DMA BMP Type DA DMA BMP Type (Use additional forms for more BMPs) 1 Pollutants addressed with BMP List all pollutant of concern that will be effectively reduced through specific Unit Operations and Processes described in Table 5-5 of the TGD for WQMP 2 Amended soil infiltration rate Typical ~ 5.0 3 Amended soil infiltration safety factor Typical ~ 2.0 4 Amended soil design percolation rate (in/hr)Pdesign = Item 2 / Item 3 5 Ponded water drawdown time (hr)Copy Item 6 from Form 4.2-1 6 Maximum ponding depth (ft) see Table 5-6 of the TGD for WQMP for reference to BMP design details 7 Ponding Depth (ft)dBMP = Minimum of (1/12 * Item 4 * Item 5) or Item 6 8 Amended soil surface area (ft2) 9 Amended soil depth (ft) see Table 5-6 of the TGD for WQMP for reference to BMP design details 10 Amended soil porosity,n 11 Gravel depth (ft) see Table 5-6 of the TGD for WQMP for reference to BMP design details 12 Gravel porosity,n 13 Duration of storm as basin is filling (hrs) Typical ~ 3hrs 14 Biotreated Volume (ft3)Vbiotreated = Item 8 * [(Item 7/2) + (Item 9 * Item 10) +(Item 11 * Item 12)+ (Item 13 * (Item 4 / 12))] 15 Total biotreated volume from bioretention and/or planter box with underdrains BMP: Sum of Item 14 for all volume-based BMPs included in this form APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-34 Form 4.3-7 Volume Based Biotreatment– Constructed Wetlands and Extended Detention Biotreatment BMP Type Constructed wetlands, extended wet detention, extended dry detention, or other comparable proprietary BMP. If BMP includes multiple modules (e.g. forebay and main basin), provide separate estimates for storage and pollutants treated in each module. DA DMA BMP Type DA DMA BMP Type (Use additional forms for more BMPs) Forebay Basin Forebay Basin 1 Pollutants addressed with BMP forebay and basin List all pollutant of concern that will be effectively reduced through specific Unit Operations and Processes described in Table 5-5 of the TGD for WQMP 2 Bottom width (ft) 3 Bottom length (ft) 4 Bottom area (ft2)Abottom = Item 2 * Item 3 5 Side slope (ft/ft) 6 Depth of storage (ft) 7 Water surface area (ft2) Asurface =(Item 2 + (2 * Item 5 * Item 6)) * (Item 3 + (2 * Item 5 * Item 6)) 8 Storage volume (ft3)For BMP with a forebay, ensure fraction of total storage is within ranges specified in BMP specific fact sheets, see Table 5-6 of the TGD for WQMP for reference to BMP design details V =Item 6 / 3 * [Item 4 + Item 7 + (Item 4 * Item 7)^0.5] 9 Drawdown Time (hrs) Copy Item 6 from Form 2.1 10 Outflow rate (cfs) QBMP = (Item 8forebay + Item 8basin) / (Item 9 * 3600) 11 Duration of design storm event (hrs) 12 Biotreated Volume (ft3) Vbiotreated = (Item 8forebay + Item 8basin) +( Item 10 * Item 11 * 3600) 13 Total biotreated volume from constructed wetlands, extended dry detention, or extended wet detention : (Sum of Item 12 for all BMP included in plan) APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-35 Form 4.3-8 Flow Based Biotreatment Biotreatment BMP Type Vegetated swale, vegetated filter strip, or other comparable proprietary BMP DA DMA BMP Type DA DMA BMP Type DA DMA BMP Type (Use additional forms for more BMPs) 1 Pollutants addressed with BMP List all pollutant of concern that will be effectively reduced through specific Unit Operations and Processes described in TGD Table 5-5 2 Flow depth for water quality treatment (ft) BMP specific, see Table 5-6 of the TGD for WQMP for reference to BMP design details 3 Bed slope (ft/ft) BMP specific, see Table 5-6 of the TGD for WQMP for reference to BMP design details 4 Manning's roughness coefficient 5 Bottom width (ft) bw = (Form 4.3-5 Item 6 * Item 4) / (1.49 * Item 2^1.67 * Item 3^0.5) 6 Side Slope (ft/ft) BMP specific, see Table 5-6 of the TGD for WQMP for reference to BMP design details 7 Cross sectional area (ft2) A = (Item 5 * Item 2) + (Item 6 * Item 2^2) 8 Water quality flow velocity (ft/sec) V = Form 4.3-5 Item 6 / Item 7 9 Hydraulic residence time (min) Pollutant specific, see Table 5-6 of the TGD for WQMP for reference to BMP design details 10 Length of flow based BMP (ft) L = Item 8 * Item 9 * 60 11 Water surface area at water quality flow depth (ft2) SAtop = (Item 5 + (2 * Item 2 * Item 6)) * Item 10 APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-36 4.3.5 Conformance Summary Complete Form 4.3-9 to demonstrate how on-site LID DCV is met with proposed site design hydrologic source control, infiltration, harvest and use, and/or biotreatment BMP. The bottom line of the form is used to describe the basis for infeasibility determination for on-site LID BMP to achieve full LID DCV, and provides methods for computing remaining volume to be addressed in an alternative compliance plan. If the project has more than one outlet, then complete additional versions of this form for each outlet. Form 4.3-9 Conformance Summary and Alternative Compliance Volume Estimate (DA 1) 1 Total LID DCV for the Project DMA-1 through DMA-5 (ft3): 61,608 ft3 Copy Item 7 in Form 4.2-1 2 On-site retention with site design hydrologic source control LID BMP (ft3): 0 ft3 Copy Item 30 in Form 4.3-2 3 On-site retention with LID infiltration BMP (ft3): 66.515 ft3 Copy Item 16 in Form 4.3-3 4 On-site retention with LID harvest and use BMP (ft3): 0 ft3 Copy Item 9 in Form 4.3-4 5 On-site biotreatment with volume based biotreatment BMP (ft3): 0 ft3 Copy Item 3 in Form 4.3-5 6 Flow capacity provided by flow based biotreatment BMP (cfs): 0 ft3 Copy Item 6 in Form 4.3-5 7 LID BMP performance criteria are achieved if answer to any of the following is “Yes”: ·Full retention of LID DCV with site design HSC, infiltration, or harvest and use BMP: Yes No If yes, sum of Items 2, 3, and 4 is greater than Item 1 ·Combination of on-site retention BMPs for a portion of the LID DCV and volume-based biotreatment BMP that address all pollutants of concern for the remaining LID DCV: Yes No If yes, a) sum of Items 2, 3, 4, and 5 is greater than Item 1, and Items 2, 3 and 4 are maximized; or b) Item 6 is greater than Form 4.3--5 Item 6 and Items 2, 3 and 4 are maximized §On-site retention and infiltration is determined to be infeasible and biotreatment BMP provide biotreatment for all pollutants of concern for full LID DCV: Yes No If yes, Form 4.3-1 Items 7 and 8 were both checked yes 8 If the LID DCV is not achieved by any of these means, then the project may be allowed to develop an alternative compliance plan. Check box that describes the scenario which caused the need for alternative compliance: ·Combination of HSC, retention and infiltration, harvest and use, and biotreatment BMPs provide less than full LID DCV capture: Checked yes for Form 4.3-5 Item 7, Item 6 is zero, and sum of Items 2, 3, 4, and 5 is less than Item 1. If so, apply water quality credits and calculate volume for alternative compliance, Valt = (Item 1 – Item 2 – Item 3 – Item 4 – Item 5) * (100 - Form 2.4-1 Item 2)% ·An approved Watershed Action Plan (WAP) demonstrates that water quality and hydrologic impacts of urbanization are more effective when managed in at an off-site facility: Attach appropriate WAP section, including technical documentation, showing effectiveness comparisons for the project site and regional watershed APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-37 4.3.6 Hydromodification Control BMP Use Form 4.3-10 to compute the remaining runoff volume retention, after LID BMP are implemented, needed to address HCOC, and the increase in time of concentration and decrease in peak runoff necessary to meet targets for protection of waterbodies with a potential HCOC. Describe hydromodification control BMP that address HCOC, which may include off-site BMP and/or in-stream controls. Section 5.6 of the TGD for WQMP provides additional details on selection and evaluation of hydromodification control BMP. Form 4.3-10 Hydromodification Control BMPs 1 Volume reduction needed for HCOC performance criteria (ft3): (Form 4.2-2 Item 4 * 0.95) – Form 4.2-2 Item 1 2 On-site retention with site design hydrologic source control, infiltration, and harvest and use LID BMP (ft3):Sum of Form 4.3-9 Items 2, 3, and 4 Evaluate option to increase implementation of on-site retention in Forms 4.3-2, 4.3-3, and 4.3-4 in excess of LID DCV toward achieving HCOC volume reduction 3 Remaining volume for HCOC volume capture (ft3):Item 1 – Item 2 4 Volume capture provided by incorporating additional on-site or off-site retention BMPs (ft3):Existing downstream BMP may be used to demonstrate additional volume capture (if so, attach to this WQMP a hydrologic analysis showing how the additional volume would be retained during a 2-yr storm event for the regional watershed) 5 If Item 4 is less than Item 3, incorporate in-stream controls on downstream waterbody segment to prevent impacts due to hydromodification Attach in-stream control BMP selection and evaluation to this WQMP 6 Is Form 4.2-2 Item 11 less than or equal to 5%: Yes No If yes, HCOC performance criteria is achieved. If no, select one or more mitigation options below: ·Demonstrate increase in time of concentration achieved by proposed LID site design, LID BMP, and additional on-site or off-site retention BMP BMP upstream of a waterbody segment with a potential HCOC may be used to demonstrate increased time of concentration through hydrograph attenuation (if so, show that the hydraulic residence time provided in BMP for a 2-year storm event is equal or greater than the addition time of concentration requirement in Form 4.2-4 Item 15) ·Increase time of concentration by preserving pre-developed flow path and/or increase travel time by reducing slope and increasing cross-sectional area and roughness for proposed on-site conveyance facilities ·Incorporate appropriate in-stream controls for downstream waterbody segment to prevent impacts due to hydromodification, in a plan approved and signed by a licensed engineer in the State of California 7 Form 4.2-2 Item 12 less than or equal to 5%: Yes No If yes, HCOC performance criteria is achieved. If no, select one or more mitigation options below: ·Demonstrate reduction in peak runoff achieved by proposed LID site design, LID BMPs, and additional on-site or off-site retention BMPs BMPs upstream of a waterbody segment with a potential HCOC may be used to demonstrate additional peak runoff reduction through hydrograph attenuation (if so, attach to this WQMP, a hydrograph analysis showing how the peak runoff would be reduced during a 2-yr storm event) ·Incorporate appropriate in-stream controls for downstream waterbody segment to prevent impacts due to hydromodification, in a plan approved and signed by a licensed engineer in the State of California APN# 0228-021-31 Water Quality Management Plan (WQMP) 4-38 4.4 Alternative Compliance Plan (if applicable) Describe an alternative compliance plan (if applicable) for projects not fully able to infiltrate, harvest and use, or biotreat the DCV via on-site LID practices. A project proponent must develop an alternative compliance plan to address the remainder of the LID DCV. Depending on project type some projects may qualify for water quality credits that can be applied to reduce the DCV that must be treated prior to development of an alternative compliance plan (see Form 2.4-1, Water Quality Credits). Form 4.3-9 Item 8 includes instructions on how to apply water quality credits when computing the DCV that must be met through alternative compliance. Alternative compliance plans may include one or more of the following elements: ·On-site structural treatment control BMP - All treatment control BMP should be located as close to possible to the pollutant sources and should not be located within receiving waters; ·Off-site structural treatment control BMP - Pollutant removal should occur prior to discharge of runoff to receiving waters; ·Urban runoff fund or In-lieu program, if available Depending upon the proposed alternative compliance plan, approval by the executive officer may or may not be required (see Section 6 of the TGD for WQMP). APN# 0228-021-31 Water Quality Management Plan (WQMP) 5-1 Section 5 Inspection and Maintenance Responsibility for Post Construction BMP All BMP included as part of the project WQMP are required to be maintained through regular scheduled inspection and maintenance (refer to Section 8, Post Construction BMP Requirements, in the TGD for WQMP). Fully complete Form 5-1 summarizing all BMP included in the WQMP. Attach additional forms as needed. The WQMP shall also include a detailed Operation and Maintenance Plan for all BMP and may require a Maintenance Agreement (consult the jurisdiction’s LIP). If a Maintenance Agreement is required, it must also be attached to the WQMP. APN# 0228-021-31 Water Quality Management Plan (WQMP) 5-2 Form 5-1 BMP Inspection and Maintenance (use additional forms as necessary) BMP Reponsible Party(s)Inspection/ Maintenance Activities Required Minimum Frequency of Activities Contech CMP Infiltration / Retention Chamber System Stratham Homes, Inc.Inspect CMP Chamber through the manhole to determine the depth of sedim,ent. Follow local and OSHA rules for a confined space entry. JetVac maintenenace is recommended if sediment accumulation depth exceed 3” 2 times a year at the beginning and end of the rainy season (October to March) Education of Property Owners, Tenants and Occupants on Stormwater BMPs Stratham Homes, Inc. Practical education materials will be provided to property owners covering various water quality issues that will need to be addressed on their specific site. These materials will include general good house keeping practices that contribute to the protection of storm water quality and BMP’s that eliminate or reduce pollution during property improvements. Ongoing Landscape maintenance Stratham Homes, Inc. Landscape planning is implemented to reduce groundwater and storm water contamination. This will be accomplished through an infiltration basin, and landscape areas. Monthly BMP maintenance Stratham Homes, Inc. See BMP fact sheets and Table 5-1 details hereon Litter debris control program Stratham Homes, Inc.Litter debris control program may be developed by City of Rancho Cucamonga Ongoing with every visit Employee training Stratham Homes, Inc. Employee training may be developed by City of Upland Ongoing with every visit APN# 0228-021-31 Water Quality Management Plan (WQMP) 5-3 Catch basin inspection program Stratham Homes, Inc.Catch basins will be inspected a minimum of once every three months during the dry season and a minimum of once every two months during the rainy season. As stated BMP Reponsible Party(s)Inspection/ Maintenance Activities Required Minimum Frequency of Activities Provide storm drain system stencilling and signage Stratham Homes, Inc.Signs will be placed above storm drain inlets to warn the public of prohibitions against waste disposal Place at grate installation and inspect once a year Use efficient irrigation systems & landscape design, water conservation, smart controllers, and source control Stratham Homes, Inc.Rain sensors will be incorporated into the onsite sprinkler system so that no unnecessary watering of landscaped areas occurs after storm events. Once a year or according to Manufacturer Manuals Finish grade of landscaped areas at a minimum of 1-2 inches below top of curb, sidewalk, or pavement Stratham Homes, Inc.New landscaped areas will be constructed at a minimum of 1 inch below existing paved areas Once a year Street Sweeping Stratham Homes, Inc. Street weeping and Vaccuming Bi Monthly TRACT# 20153 Water Quality Management Plan (WQMP) 6-4 Section 6 WQMP Attachments 6.1. Site Plan and Drainage Plan Include a site plan and drainage plan sheet set containing the following minimum information: 6.2 Electronic Data Submittal Minimum requirements include submittal of PDF exhibits in addition to hard copies. Format must not require specialized software to open. If the local jurisdiction requires specialized electronic document formats (as described in their local Local Implementation Plan), this section will describe the contents (e.g., layering, nomenclature, geo-referencing, etc.) of these documents so that they may be interpreted efficiently and accurately. 6.3 Post Construction Attach all O&M Plans and Maintenance Agreements for BMP to the WQMP. 6.4 Other Supporting Documentation §BMP Educational Materials §Activity Restriction – C, C&R’s & Lease Agreements §Project location §Site boundary §Land uses and land covers, as applicable §Suitability/feasibility constraints §Structural Source Control BMP locations §Site Design Hydrologic Source Control BMP locations §LID BMP details §Drainage delineations and flow information §Drainage connections TRACT# 20153 Water Quality Management Plan (WQMP) 6-5 Section 6 WQMP Certification 6.1 Certification “This Water Quality Management Plan has been prepared for CAL-ATLANTIC HOMES, INC. by Allard Engineering. It is intended to comply with the requirements of the County of San Bernardino for Rancho Palma Project requiring the preparation of a Water Quality Management Plan (WQMP). The undersigned is aware that Best Management Practices (BMPs) are enforceable pursuant to the City’s Water Quality Ordinance. The undersigned, while it owns the subject property, is responsible for the implementation of the provisions of this plan and will ensure that this plan is amended as appropriate to reflect up-to-date conditions on the site consistent with San Bernardino County’s Municipal Stormwater Management Program and the intent of the NPDES Permit for San Bernardino County and the incorporated cities of San Bernardino County within the Santa Ana Region. Once the undersigned transfers its interest in the property, its successors in interest and the city/county shall be notified of the transfer. The new owner will be informed of its responsibility under this WQMP. A copy of the approved WQMP shall be available on the subject site in perpetuity. “ “I certify under a penalty of law that the provisions (implementation, operation, maintenance, and funding) of the WQMP have been accepted and that the plan will be transferred to future successors.” STRATHAM HOMES, INC. By: STRATHAM HOMES, INC. By: _______________________ Date: ___________ Name: Keyvan Razi Applicant Telephone Number: (949) 833-1554 TRACT# 20153 Water Quality Management Plan (WQMP) 6-6 Certifications I certify under penalty of law that this document and all the attachments were prepared under my directionor supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage thesystem or those persons directly responsible for gathering the information, the information submitted is to the best of my knowledge and belief, true, accurate and complete. I am aware that there are significantpenalties for submitting false information, including the possibility of fine and imprisonment for knowing violations Developer’s Project Engineer Signature _____________________________________________________Signature Date I/we certify that I/we am/are the legal owner of the project and hereby accept the responsibility for the implementation of the provisions of the SWQMP as long as I/we retain ownership of this property and thatupon the sale of this land, I/we will deliver this plan to the future owner and inform him of the requirement to implement the plan. Owner(s) Signature STRATHAM HOMES, INC. By: _______________________ Date: ___________ Name: Kevan Razi For the use by County of San Bernardino Environmental Section Approval of SWQMP I, and /or personnel acting under my direction and supervision, have reviewed this SWQMP and find that it meets the requirements set forth in the County of San Bernardino’s Storm Water Ordinance. Acceptance or approval of this Storm Water Quality Management Plan in no way precludes the authorityof this agency to require modification to the plan as conditions warrant nor does this agency takeresponsibility for performance of BMP’s provided for in the plan. ______________________________________________________Signature Date of SWQMP approval TRACT# 20153 Water Quality Management Plan (WQMP) 6-7 CivilEngineering -Land Surveying -LandPlanning16866SevilleAvenueFontana,California 92335 ALLARD ENGINEERING Prepared By: (909)356-1815 Fax (909)356-1795 Prepared For: Educational Material Stormwater Pollution Prevention Best Management Practices for Homeowner’s Associations, Property Managers and Property Owners Your Guide To Maintaining Water Friendly Standards In Your Community sbcountystormwater.org Big Bear • Chino • Chino Hills • Colton • Fontana • Grand Terrace • Highland • Loma Linda • Montclair • Ontario • Rancho Cucamonga Redlands • Rialto • San Bernardino • San Bernardino County • San Bernardino County Flood Control District • Upland • Yucaipa Table of Contents Commercial Trash Enclosures 1 Hazardous Waste 2 Working Outdoors & Handling Spills 4 Commercial Landscape 5 Sidewalk, Plaza, Entry Monument & Fountain Maintenance 6 Equipment Maintenance & Repair 10 Pool Maintenance 14 Paint 16 Vehicle Maintenance 17 Pet Waste Disposal 18 Get In Touch With Us Online 19 In the event of a spill or discharge to a storm drain or waterway, contact San Bernadino County Stormwater immediately: (877) WASTE18 | sbcountystormwater.org/report sbcountystormwater.org Big Bear • Chino • Chino Hills • Colton • Fontana • Grand Terrace • Highland • Loma Linda • Montclair • Ontario • Rancho Cucamonga Redlands • Rialto • San Bernadino • San Bernadino County • San Bernadino County Flood Control District • Upland • Yucaipa 1 COMMERCIAL TRASH ENCLOSURES In San Bernardino County, stormwater pollution is caused by food waste, landscape waste, chemicals and other debris that are washed into storm drains and end up in our waterways - untreated! You can be part of the solution by maintaining a water-friendly trash enclosure. To report illegal dumping (877-WASTE18) or to find a household hazardous waste facility (800-OILY CAT): sbcountystormwater.org TO KEEP OUR WATERWAYS CLEAN FOLLOW THESE REQUIREMENTS Trash enclosures, such as those found in commercial and apartment complexes, typically contain materials that are intended to find their way to a landfill or a recycling facility. These materials are NOT meant to go into our local lakes and rivers. THANK YOU FOR HELPING TO KEEP SAN BERNARDINO COUNTY CLEAN AND HEALTHY! PROTECT WATER QUALITY BY FOLLOWING THESE SIMPLE STEPS • Paint • Grease, fats and used oils • Batteries, electronics and fluorescent lights KEEP TOXICS OUTCLOSE THE LID Prevent rain from entering the bin in order to avoid leakage of polluted water runoff PUT TRASH INSIDE Place trash inside the bin (preferably in sealed bags) COMMERCIAL TRASH ENCLOSURES SOME ADDITIONAL GUIDELINES, INCLUDE SWEEP FREQUENTLY Sweep trash enclosure areas frequently, instead of hosing them down, to prevent polluted water from flowing into the streets and storm drains. FIX LEAKS Address trash bin leaks immediately by using dry clean up methods and report to your waste hauler to receive a replacement. CONSTRUCT ROOF Construct a solid cover roof over the existing trash enclosure structure to prevent rainwater from coming into contact with trash and garbage. Check with your local City/County for Building Codes. Big Bear • Chino • Chino Hills • Colton • Fontana • Grand Terrace • Highland • Loma Linda • Montclair • Ontario • Rancho Cucamonga Redlands • Rialto • San Bernardino • San Bernardino County • San Bernardino County Flood Control District • Upland • Yucaipa In the event of a spill or discharge to a storm drain or waterway, contact San Bernadino County Stormwater immediately: (877) WASTE18 | sbcountystormwater.org/report sbcountystormwater.org Big Bear • Chino • Chino Hills • Colton • Fontana • Grand Terrace • Highland • Loma Linda • Montclair • Ontario • Rancho Cucamonga Redlands • Rialto • San Bernadino • San Bernadino County • San Bernadino County Flood Control District • Upland • Yucaipa 2 HAZARDOUS WASTE Waste Type and Cost There is a small handling fee involved in the collection of hazardous waste from your business. Disposal costs depend on the type of waste. Aerosols $1.29/lb. Automobile motor oil $.73/gal. Anti-freeze $1.57/gal. Contaminated oil $4.48/gal. Car batteries $.62/ea. Corrosive liquids, solids $2.80/lb. Flammable solids, liquids $1.57/lb. Latex Paint $.73/lb. Mercury $10.08/lb. NiCad/Alkaline Batteries $2.13/lb. Oil Base Paints $1.00/lb. Oil Filters $.56/ea. Oxidizers $9.63/lb. PCB Ballasts $5.94/lb. Pesticides (most) $2.91/lb. Photoxer, developer $4.31/ga l. Television & Monitors $11.20/ea. Additional Handling $138.00/hr. *Rates subject to change without notice* WE CANNOT ACCEPT Radioactives Water reactives Explosives Compressed gas cylinders Medical or biohazardous waste Asbestos Remediation wastes CESQG PROGRAM Conditionally Exempt Small Quantity Generator WHAT IS A CESQG? Businesses that generate 27 gallons or 220 lbs. of hazardous waste, or 2.2 lbs. of extremely hazardous waste per month are called “Conditionally Exempt Small Quantity Generators,” or CESQGs. San Bernardino County Household Hazardous Program provides waste management services to CESQG businesses. The most common CESQGs in San Bernardino County are painters, print shops, auto shops, builders, agricultural operators and property managers, but there are many others. When you call, be ready to describe the types and amounts of waste your business generates in a typical month. If you generate hazardous waste on a regular basis, you must: • Register with San Bernardino County Fire Department (909) 386-8401 as a hazardous waste generator. •To obtain an EPA ID# and application form from the State visit www.dtsc.ca.gov. • Manage hazardous waste in accordance with all applicable local, state and federal laws and regulations. HOW DO I GET SERVICE? To arrange an appointment for the CESQG Program, call 1-800-OILY CAT or 909-382-5401. Be ready to describe the type and amount of hazardous waste your business is ready to dispose of, and the types and size(s) of containers that the waste is in. In the event of a spill or discharge to a storm drain or waterway, contact San Bernadino County Stormwater immediately: (877) WASTE18 | sbcountystormwater.org/report sbcountystormwater.org Big Bear • Chino • Chino Hills • Colton • Fontana • Grand Terrace • Highland • Loma Linda • Montclair • Ontario • Rancho Cucamonga Redlands • Rialto • San Bernadino • San Bernadino County • San Bernadino County Flood Control District • Upland • Yucaipa 3 HAZARDOUS WASTE WHY IS THE FIRE DEPARTMENT COLLECTING HAZARDOUS WASTE? Small Quantity Generators often have difficulty disposing of small quantities of hazardous waste. Hazardous waste companies usually have a minimum amount of waste that they will pick up, or charge a minimum fee for service. Typically, the minimum fee exceeds the cost of disposal for the hazardous waste. This leaves the small quantity generator in a difficult situation. Some respond by storing hazardous waste until it becomes economical for the hazardous waste transporter to pick it up, putting the business out of compliance by exceeding regulatory accumulation time limits. Other businesses simply store their hazardous wastes indefinitely, creating an unsafe work environment and exceeding accumulation time limits. Yet other businesses attempt to illegally dispose of their waste at household hazardous waste collection facilities. These facilities are not legally permitted to accept commercial wastes, nor are prepared to provide legal documentation for commercial hazardous waste disposal. In answer to the problems identified above, the San Bernardino County Fire Department Household Hazardous Program instituted the Conditionally Exempt Small Quantity Generator Program. PAYMENT FOR SERVICES The CESQG Program will prepare an invoice for your business at the time of service. You can pay at the time of service with cash or a check, or you can mail your payment to the Fire Department within 30 days. Please note that we do not accept credit card payments. The preferred method of payment is to handle payment at time of service. Additional charges may apply for accounts not paid within 30 days. ARE THERE ANY OTHER WAYS THAT I CAN SAVE MONEY ON HAZARDOUS WASTE DISPOSAL? Yes! First, start by reducing the amount of waste that you produce by changing processes or process chemicals, at your business. Next, examine if there is a way that you can recycle your waste back into your processes. Network with similar businesses or trade associations for waste minimization and pollution prevention solutions. WHAT IF YOUR BUSINESS DOES NOT QUALIFY? Call the San Bernardino County Fire Department Field Services Division for assistance with hazardous waste management at 909-386-8401. If you reduce the amount of waste you generate each month to 27 gallons or less, you may qualify in the future. WHAT HAPPENS TO YOUR HAZARDOUS WASTE? Hazardous waste collected by the CESQG Program is transported to a state permitted processing facility in San Bernardino. The waste is further processed at this point and packaged for off-site recycling (oil filters, oil, latex paint, antifreeze, and batteries) or destructive incineration (pesticides, corrosives, flammables, oil based paint). San Bernardino County Fire Department CESQG Program 2824 East “W” Street San Bernardino, CA 92415-0799 Phone: 909-382-5401 Fax: 909-382-5413 www.sbcfire.org/hazmat/hhw.asp Email: jschwab@sbcfire.org In the event of a spill or discharge to a storm drain or waterway, contact San Bernadino County Stormwater immediately: (877) WASTE18 | sbcountystormwater.org/report sbcountystormwater.org Big Bear • Chino • Chino Hills • Colton • Fontana • Grand Terrace • Highland • Loma Linda • Montclair • Ontario • Rancho CucamongaRedlands • Rialto • San Bernadino • San Bernadino County • San Bernadino County Flood Control District • Upland • Yucaipa 4 WORKING OUTDOORS & HANDLING SPILLS Clean waterways and the health of your neighborhood is a team effort. Be part of the clean water team, find out more about how to protect water quality in your community at: Las vías fluviales limpias y la salubridad de su barrio se logran gracias al trabajo en equipo. Sea parte del equipo de agua limpia y obtenga más información acerca de cómo proteger la calidad del agua en su comunidad en: sbcountystormwater.org CONTROL | CONTROL Locate the nearest storm drain and ensure nothing can enter or be discharged into it. Ubique el desagüe de aguas pluviales más cercano y asegúrese de que nada pueda ingresar a éste ni descargarse en él. CONTAIN | CONTENER Isolate your area to prevent material from potentially flowing or being blown away. Aísle su área para evitar que el material pueda discurrirse oser llevado por el viento. CAPTURE | CAPTURAR Sweep up debris and place it in the trash. Clean up spills with an absorbent material (e.g. kitty litter) or vacuum with a Wet-Vac and dispose of properly. Recoja los restos y colóquelos en la basura. Limpie los derrames con un material absorbente (como la arena para gatos) o aspírelos con una Wet-Vac (aspiradora de humedad) y deséchelos correctamente. In the event of a spill or discharge to a storm drain or waterway, contact San Bernadino County Stormwater immediately: (877) WASTE18 | sbcountystormwater.org/report sbcountystormwater.org Big Bear • Chino • Chino Hills • Colton • Fontana • Grand Terrace • Highland • Loma Linda • Montclair • Ontario • Rancho Cucamonga Redlands • Rialto • San Bernadino • San Bernadino County • San Bernadino County Flood Control District • Upland • Yucaipa 5 COMMERCIAL LANDSCAPE In the event of a spill or discharge to a storm drain or waterway, contact San Bernadino County Stormwater immediately: (877) WASTE18 | sbcountystormwater.org/report sbcountystormwater.org Big Bear • Chino • Chino Hills • Colton • Fontana • Grand Terrace • Highland • Loma Linda • Montclair • Ontario • Rancho Cucamonga Redlands • Rialto • San Bernadino • San Bernadino County • San Bernadino County Flood Control District • Upland • Yucaipa 6 SIDEWALK, PLAZA, ENTRY MONUMENT & FOUNTAIN MAINTENANCE Pollutants on sidewalks and other pedestrian traffic areas and plazas are typically due to littering and vehicle use. Fountain water containing chlorine and copperbased algaecides is toxic to aquatic life. Proper inspection, cleaning, and repair of pedestrian areas and HOA owned surfaces and structures can reduce pollutant runoff from these areas. Maintaining these areas may involve one or more of the following activities: 1. Surface Cleaning 2. Graffiti Cleaning 3. Sidewalk Repair 4. Controlling Litter 5. Fountain Maintenance POLLUTION PREVENTION: Pollution prevention measures have been considered and incorporated in the model procedures. Implementation of these measures may be more effective and reduce or eliminate the need to implement other more complicated or costly procedures. Possible pollution prevention measures for sidewalk, plaza, and fountain maintenance and cleaning include: • Use dry cleaning methods whenever practical for surface cleaning activities. • Use the least toxic materials available (e.g. water based paints, gels or sprays for graffiti removal). • Once per year, educate HOA staff and tenants on pollution prevention measures. MODEL PROCEDURES: 1. Surface Cleaning Discharges of wash water to the storm water drainage system from cleaning or hosing of impervious surfaces is prohibited. Use dry methods (e.g. sweeping, backpack blowers, vacuuming) wheneverpractical to clean sidewalks and plazas rather than hosing, pressure washing, orsteam cleaning. DO NOT sweep or blow material into curb; use devicesthat contain the materials. If water must be used, block storm drain inlets and contain runoff.Discharge wash water to landscaping or contain and dispose of properly. Sidewalks, Plazas In the event of a spill or discharge to a storm drain or waterway, contact San Bernadino County Stormwater immediately: (877) WASTE18 | sbcountystormwater.org/report sbcountystormwater.org Big Bear • Chino • Chino Hills • Colton • Fontana • Grand Terrace • Highland • Loma Linda • Montclair • Ontario • Rancho Cucamonga Redlands • Rialto • San Bernadino • San Bernadino County • San Bernadino County Flood Control District • Upland • Yucaipa 7 SIDEWALK, PLAZA, ENTRY MONUMENT & FOUNTAIN MAINTENANCE Parking facilities should be swept/vacuumed on a regular basis.Establish frequency of public parking lot sweeping based on usageand field observations of waste accumulation. If water must be used, block storm drain inlets and contain runoff. Dischargewash water to landscaping or contain and dispose of properly. Sweep all parking lots at least once before the onset of the wet season. Use absorbents to pick up oil; then dry sweep. Appropriately dispose of spilled materials and absorbents. OPTIONAL: • Consider increasing sweeping frequency based on factors such as trafficvolume, land use, field observations of sediment and trash accumulation,proximity to water courses, etc. Use high-pressure water, no soap. If water must be used, block storm drain inlets and contain runoff. Dischargewash water to landscaping or contain and dispose of properly. If water must be used, block storm drain inlets and contain runoff. Dischargewash water to landscaping or contain and dispose of properly. Use biodegradable cleaning agents to remove deposits. Make sure pH is between 6.5 and 8.5 THEN discharge to landscaping (if coldwater without a cleaning agent) otherwise dispose of properly. 2. Graffiti Cleaning Avoid graffiti abatement activities during rain events. When graffiti is removed by painting over, implement the procedures underPainting and Paint Removal in the Roads, Streets, and Highway Operation andMaintenance procedure sheet. Protect nearby storm drain inlets prior to removing graffiti from walls,signs, sidewalks, or other structures needing graffiti abatement. Clean upafterwards by sweeping or vacuuming thoroughly, and/or by using absorbentand properly disposing of the absorbent. Parking Areas, Driveways, Drive-thru Building Surfaces, Decks, etc., without loose paint Unpainted Building Surfaces, Wood Decks, etc. Graffiti Removal In the event of a spill or discharge to a storm drain or waterway, contact San Bernadino County Stormwater immediately: (877) WASTE18 | sbcountystormwater.org/report sbcountystormwater.org Big Bear • Chino • Chino Hills • Colton • Fontana • Grand Terrace • Highland • Loma Linda • Montclair • Ontario • Rancho Cucamonga Redlands • Rialto • San Bernadino • San Bernadino County • San Bernadino County Flood Control District • Upland • Yucaipa 8 SIDEWALK, PLAZA, ENTRY MONUMENT & FOUNTAIN MAINTENANCE Note that care should be taken when disposing of waste since it may need to bedisposed of as hazardous waste. OPTIONAL: • Consider using a waterless and non-toxic chemical cleaning method for graffitiremoval (e.g. gels or spray compounds). 3. Sidewalk Repair Schedule surface removal activities for dry weather if possible. Avoid creating excess dust when breaking asphalt or concrete. Take measures to protect nearby storm drain inlets prior to breaking up asphaltor concrete (e.g. place hay bales or sand bags around inlets). Clean afterwardsby sweeping up material. Designate an area for clean up and proper disposal of excess materials. Remove and recycle as much of the broken pavement as possible. When making saw cuts in pavement, use as little water as possible. Cover eachstorm drain inlet with filter fabric during the sawing operation and contain theslurry by placing straw bales, sandbags, or gravel dams around the inlets. Afterthe liquid drains shovel or vacuum the slurry, remove from site and dispose ofproperly. Always dry sweep first to clean up tracked dirt. Use a street sweeperor vacuum truck. Do not dump vacuumed liquid in storm drains. Once drysweeping is complete, the area may be hosed down if needed. Discharge washwater to landscaping, pump to the sanitary sewer if permitted to doso or contain and dispose of properly. Avoid mixing excess amounts of fresh concrete or cement mortar on-site.Only mix what is needed for the job. Wash concrete trucks off-site or in designated areas on-site, such that thereis no discharge of concrete wash water into storm drain inlets, open ditches,streets, or other storm water conveyance structures. (See Concrete WasteManagement BMP WM – 8) Surface Removal and Repair Concrete Installation and Repair In the event of a spill or discharge to a storm drain or waterway, contact San Bernadino County Stormwater immediately: (877) WASTE18 | sbcountystormwater.org/report sbcountystormwater.org Big Bear • Chino • Chino Hills • Colton • Fontana • Grand Terrace • Highland • Loma Linda • Montclair • Ontario • Rancho Cucamonga Redlands • Rialto • San Bernadino • San Bernadino County • San Bernadino County Flood Control District • Upland • Yucaipa 9 SIDEWALK, PLAZA, ENTRY MONUMENT & FOUNTAIN MAINTENANCE Store dry and wet concrete materials under cover, protected from rainfall andrunoff and away from drainage areas. After job is complete remove temporarystockpiles (asphalt materials, sand, etc.) and other materials as soon as possible. Return leftover materials to the transit mixer. Dispose of small amounts ofexcess concrete, grout, and mortar in the trash. When washing concrete to remove fine particles and expose the aggregate,contain the wash water for proper disposal. Do not wash sweepings from exposed aggregate concrete into the streetor storm drain. Collect and return sweepings to aggregate base stock pile,or dispose in the trash. Protect applications of fresh concrete from rainfall and runoff until the materialhas hardened. 4. Litter Control Enforce anti-litter laws. Provide litter receptacles in busy, high pedestrian traffic areas of thecommunity, at recreational facilities, and at community events. Cover litter receptacles and clean out frequently to prevent leaking/spillage oroverflow. OPTIONAL: • Post “No Littering” signs. 5. Fountain Maintenance Do not use copper-based algaecides. Control algae with chlorine or otheralternatives, such as sodium bromide. Allow chlorine to dissipate for a few days and then recycle/reuse water by drainingit gradually onto a landscaped area. Water must be tested prior to discharge toensure that chlorine is not present (concentration must be less than 0.1 ppm). Contact local agency for approval to drain into sewer or storm drain. Avoid mixing excess amounts of fresh concrete or cement mortar on-site.Only mix what is needed for the job. In the event of a spill or discharge to a storm drain or waterway, contact San Bernadino County Stormwater immediately: (877) WASTE18 | sbcountystormwater.org/report sbcountystormwater.org Big Bear • Chino • Chino Hills • Colton • Fontana • Grand Terrace • Highland • Loma Linda • Montclair • Ontario • Rancho Cucamonga Redlands • Rialto • San Bernadino • San Bernadino County • San Bernadino County Flood Control District • Upland • Yucaipa 10 EQUIPMENT MAINTENANCE & REPAIR Vehicle or equipment maintenance has the potential to be a significant source of stormwater pollution. Engine repair and service (parts cleaning, spilled fuel, oil, etc.), replacement of fluids, and outdoor equip-ment storage and parking (dripping engines) can all contaminate stormwater. Conducting the following activities in a controlled manner will reduce the potential for stormwater contamination: 1. General Maintenance and Repair 2. Vehicle and Machine Repair 3. Waste Handling/Disposal Related vehicle maintenance activities are covered under the following program headings in this manual: “Vehicle and Equipment Cleaning”, “Vehicle and Equipment Storage”, and “Vehicle Fueling”. POLLUTION PREVENTION: Pollution prevention measures have been considered and incorporated in the model procedures. Implementation of these measures may be more effective and reduce or eliminate the need to implement other more complicated or costly procedures. Possible pollution prevention measures for equipment maintenance and repair include: • Review maintenance activities to verify that they minimize the amount of pollutants discharged toreceiving waters. Keep accurate maintenance logs to evaluate materials removed and improvementsmade. • Switch to non-toxic chemicals for maintenance when possible. • Choose cleaning agents that can be recycled. • Minimize use of solvents. Clean parts without using solvents whenever possible. Recycle used motoroil, diesel oil, and other vehicle fluids and parts whenever possible. • Once per year, educate HOA staff and tenants on pollution prevention measures. In the event of a spill or discharge to a storm drain or waterway, contact San Bernadino County Stormwater immediately: (877) WASTE18 | sbcountystormwater.org/report sbcountystormwater.org Big Bear • Chino • Chino Hills • Colton • Fontana • Grand Terrace • Highland • Loma Linda • Montclair • Ontario • Rancho Cucamonga Redlands • Rialto • San Bernadino • San Bernadino County • San Bernadino County Flood Control District • Upland • Yucaipa 11 EQUIPMENT MAINTENANCE & REPAIR MODEL PROCEDURES: 1. General Maintenance and Repair Review maintenance activities to verify that they minimize the amountof pollutants discharged to receiving waters. Keep accurate maintenancelogs to evaluate materials removed and improvements made. Regularly inspect vehicles and equipment for leaks. Move activity indoors or cover repair area with a permanent roof if feasible. Minimize contact of stormwater with outside operations through berming thelocal sewering and drainage routing. Place curbs around the immediate boundaries of the process equipment. Clean yard storm drain inlets regularly and stencil them. Avoid hosing down work areas. If work areas are washed and if discharge to thesanitary sewer is allowed, treat water with an appropriate treatment device (e.g.clarifier) before discharging. If discharge to the sanitary sewer is not permitted,pump water to a tank and dispose of properly. Collect leaking or dripping fluids in drip pans or container. Fluids are easier torecycle or dispose of properly if kept separate. Keep a drip pan under the vehicle while you unclip hoses, unscrew filters, anydischarge of or remove other parts. Place a drip pan under any vehicle thatmight leak while you work on it to keep splatters or drips off the shop floor. Educate employees on proper handling and disposal of engine fluids. Promptly transfer used fluids to the proper waste or recycling drums. Don’tleave full drip pans or other open containers lying around. Do not pour liquid waste to floor drains, sinks, outdoor storm drain inlets, orother storm drains or sewer connections. Post signs at sinks and stencil outdoor storm drain inlets. 2.Vehicle Repair Perform vehicle fluid removal or changing inside of a building or in a containedcovered area, where feasible, to prevent the run-on of stormwater and therunoff of spills. Regularly inspect vehicles and equipment for leaks, and repair as needed. General Guidelines Good Housekeeping General Guidelines Note: Permission must be obtained for any discharge of wash water to the sanitary sewer from the local sewering agency.  In the event of a spill or discharge to a storm drain or waterway, contact San Bernadino County Stormwater immediately: (877) WASTE18 | sbcountystormwater.org/report sbcountystormwater.org Big Bear • Chino • Chino Hills • Colton • Fontana • Grand Terrace • Highland • Loma Linda • Montclair • Ontario • Rancho Cucamonga Redlands • Rialto • San Bernadino • San Bernadino County • San Bernadino County Flood Control District • Upland • Yucaipa 12 EQUIPMENT MAINTENANCE & REPAIR Use secondary containment, such as a drain pan or drop cloth, to catch spills or leaks when removing or changing fluids. Immediately drain all fluids from wrecked vehicles. Ensure that the drain pan ordrip pan is large enough to contain drained fluids (e.g. larger pans are needed to contain antifreeze, which may gush from some vehicles). Promptly transfer used fluids to the proper waste or recycling drums. Don’tleave full drip pans or other open containers lying around. Recycle used motor oil, diesel oil, and other vehicle fluids and parts whenever possible. Oil filters disposed of in trash cans or dumpsters can leak oil. Place the oilfilter in a funnel over a waste oil recycling drum to drain excess oil before disposal. Oil filters can also be recycled. Ask your oil supplier or recyclerabout recycling oil filters. Store cracked batteries in a non-leaking secondary container and dispose of properly at recycling facilities or at County hazardous waste disposal site. Use absorbent materials on small spills. Remove the absorbent materials promptly and dispose of properly. Place a stockpile of spill cleanup materials where it will be readily accessible. Sweep floor using dry absorbent material. 3. Machine Repair Keep equipment clean; don’t allow excessive build-up of oil or grease. Minimize use of solvents. Use secondary containment, such as a drain pan or drop cloth, to catch spills orleaks when removing or changing fluids. Perform major equipment repairs at the corporation yard, when practical. Following good housekeeping measures in Vehicle Repair section. 4.Waste Handling/Disposal Prevent spills and drips of solvents and cleansers to the shop floor. Do liquid cleaning at a centralized station so the solvents and residues stay in one area. Recycle liquid cleaners when feasible. Vehicle Leak and Spill Control Waste Reduction In the event of a spill or discharge to a storm drain or waterway, contact San Bernadino County Stormwater immediately: (877) WASTE18 | sbcountystormwater.org/report sbcountystormwater.org Big Bear • Chino • Chino Hills • Colton • Fontana • Grand Terrace • Highland • Loma Linda • Montclair • Ontario • Rancho Cucamonga Redlands • Rialto • San Bernadino • San Bernadino County • San Bernadino County Flood Control District • Upland • Yucaipa 13 EQUIPMENT MAINTENANCE & REPAIR Locate drip pans, drain boards, and drying racks to direct drips back into a solvent sink or fluid holding tank for reuse. OPTIONAL: • If possible, eliminate or reduce the amount of hazardous materials and waste by substituting non-hazardous or less hazardous material: -Use non-caustic detergents instead of caustic cleaning for parts cleaning. -Use a water-based cleaning service and have tank cleaned. Use detergent-based or water-based cleaning systems in place of organic solvent degreasers. -Replace chlorinated organic solvents with non-chlorinated solvents. Non-chlorinated solvents like kerosene or mineral spirits are less toxic and less expensive to dispose of properly. Check list of active ingredients to see whether it contains chlorinated solvents. -Choose cleaning agents that can be recycled. OPTIONAL: • Separate wastes for easier recycling. Keep hazardous and non-hazardous wastes separate, do not mix used oil and solvents, and keep chlorinated solvents separate from non-chlorinated solvents. • Label and track the recycling of waste material (e.g. used oil, spent solvents, batteries). • Purchase recycled products to support the market for recycled materials. LIMITATIONS: Space and time limitations may preclude all work being conducted indoors. It may not be possible to contain and clean up spills from vehicles/equipment brought on-site after working hours. Dry floor cleaning methods may not be sufficient for some spills – see spill prevention and control procedures sheet. Identification of engine leaks may require some use of solvents. Recycling In the event of a spill or discharge to a storm drain or waterway, contact San Bernadino County Stormwater immediately: (877) WASTE18 | sbcountystormwater.org/report sbcountystormwater.org Big Bear • Chino • Chino Hills • Colton • Fontana • Grand Terrace • Highland • Loma Linda • Montclair • Ontario • Rancho Cucamonga Redlands • Rialto • San Bernadino • San Bernadino County • San Bernadino County Flood Control District • Upland • Yucaipa 14 POOL MAINTENANCE Pool chemicals and filter solids, when discharged to the City streets, gutters or storm drans, DO NOT GET TREATED before reaching the Santa Ana River. Chlorine, acid cleaning chemicals and metal-based algaecides used in pools can kill beneficial organisms in the food chain and pollute our drinking water. When emptying your swimming pool, spa or fountain, please use one of the following best management practices to prevent water pollution: •Reuse the water as landscape irrigation • Empty the water into the sewer between midnight and 6:00 am • Remove solids and floating debris and dispose of in the trash, de-chlorinate the water to a chlorine residual = 0, wait 24 hours, then discharge the water to the street or storm drain •Try not to use metal-based algaecides (i.e. copper sulfate) in your pool or spa. If you have, empty your pool or spa into the sewer. Prior to discharging pool water into the sanitary sewer system, contact your local agency. • If the pool contains algae and mosquito larvae, discharge the water to the sewer When acid cleaning or other chemical cleaning: • Neutralize the pool water to pH of 6.5 to 8.5, then discharge to the sewer For swimming pool and spa filter backwash: • Dispose of solids into trash bag, then wash filter into a landscape area • Settle, dispose of solids in trash and discharge water to the sewer, never to the storm drain For Residents Household Hazardous Waste Center Locations The following is a preview of the information we have available to residents. For more fact sheets, visit sbcountystormwater.org TOO TOXIC TO TRASH Dispose of your HOUSEHOLD HAZARDOUS WASTE (HHW) at a FREE HHW Center near you. Examples of items collected: pesticides, fertilizers, paints, cleaners, antifreeze, batteries, motor oil, oil filters, and electronic waste. To report illegal dumping, call (877) WASTE18 or visit sbcountystormwater.org SERVICE AREA LOCATION DAYS OPEN HOURS Big Bear Lake 42040 Garstin Dr. (cross: Big Bear Blvd.)Saturdays 9 a.m. - 2 p.m. Chino 5050 Schaefer Ave. (cross: 4th St.)2nd& 4 th Sat.8 a.m. - 1 p.m. Fontana(Fontana residents only)16454 Orange Way (cross: Cypress Ave.)Saturdays 8 a.m. - 12 p.m. Ontario 1430 S. Cucamonga Ave. (cross: Belmont St.)Fri. & Sat. 9 a.m. - 2 p.m. Rancho Cucamonga 8794 Lion Street. (Off 9th St, between Vineyard and Hellman) Saturdays 8 a.m. - 12 p.m. Redlands 500 Kansas St. (cross: Park Ave.)Saturdays 9:30 a.m. - 12:30 p.m. Rialto 246 Willow Ave. (cross: Rialto Ave.)2nd&4th Fri. & Sat. 8 a.m. - 12 p.m. San Bernardino 2824 East ‘W’ St., 302 (cross: Victoria Ave.)Mon. – Fri. 9 a.m. - 4 p.m. Upland 1370 N. Benson Ave. (cross: 14th St.)Saturdays 9 a.m. - 2 p.m. TAKE ONEArtwork Courtesy of the City of Los Angeles Stormwater Program. Printed on recycled paper. Note: Provide a trash bill and adriver’s license as proof of residency. (does not accept E-waste) (does not accept E-waste) In the event of a spill or discharge to a storm drain or waterway, contact San Bernadino County Stormwater immediately: (877) WASTE18 | sbcountystormwater.org/report sbcountystormwater.org Big Bear • Chino • Chino Hills • Colton • Fontana • Grand Terrace • Highland • Loma Linda • Montclair • Ontario • Rancho Cucamonga Redlands • Rialto • San Bernadino • San Bernadino County • San Bernadino County Flood Control District • Upland • Yucaipa 16 PAINT When painting your home, protect your family and community. •PAINTS that are water-based are less toxic and should be used whenever possible. •BRUSHES with water-based paint should be washed in the sink. Those with oil-based paint should be cleaned with paint thinner. • WEDIDIT OUR SELVES ANDWE DIDIT RIGHT SAFELY dispose of unwanted paint and paint thinner. The County of San Bernardino offers 9 HHW Centers that accept paint and other household hazardous waste from residents FREE of charge. For a list of acceptable materials, location information, and hours of operation call 1-800-OILY CAT. In the event of a spill or discharge to a storm drain or waterway, contact San Bernadino County Stormwater immediately: (877) WASTE18 | sbcountystormwater.org/report sbcountystormwater.org Big Bear • Chino • Chino Hills • Colton • Fontana • Grand Terrace • Highland • Loma Linda • Montclair • Ontario • Rancho Cucamonga Redlands • Rialto • San Bernadino • San Bernadino County • San Bernadino County Flood Control District • Upland • Yucaipa 17 VEHICLE MAINTENANCE Oil, grease, anti-freeze and other toxic automotive fluids often make their way into the San Bernardino County storm drain system, and do not get treated before reaching the Santa Ana River. This pollutes our drinking water and contaminates waterways, making them unsafe for people and wildlife. Follow these best management practices to prevent pollution and protect public health. Cleaning Auto Parts Scrape parts with a wire brush or use a bake oven rather than liquid cleaners. Arrange drip pans, drying racks and drain boards so that fluids are directed back into the parts washer or the fluid holding tank. Do not wash parts or equipment in a sink, parking lot, driveway or street. Storing Hazardous Waste Keep your liquid waste segregated. Many fluids can be recycled via hazardous waste disposal companies if they are not mixed. Store all materials under cover with spill containment or inside to prevent contamination of rainwater runoff. Preventing Leaks and Spills Conduct all vehicle maintenance inside of a garage. Place drip pans underneath vehicle to capture fluids. Use absorbent materials instead of water to clean work areas. Cleaning Spills Use dry methods for spill cleanup (sweeping, absorbent materials). To report accidental spills into the street or storm drain call (877) WASTE18 or 911. Proper Disposal of Hazardous Waste Dispose of household hazardous waste by taking it to your nearest household hazardous waste center. For more information, call 1-800-OILY CAT or check out sbcountystormwater.org/Disposal.html In the event of a spill or discharge to a storm drain or waterway, contact San Bernadino County Stormwater immediately: (877) WASTE18 | sbcountystormwater.org/report sbcountystormwater.org Big Bear • Chino • Chino Hills • Colton • Fontana • Grand Terrace • Highland • Loma Linda • Montclair • Ontario • Rancho Cucamonga Redlands • Rialto • San Bernadino • San Bernadino County • San Bernadino County Flood Control District • Upland • Yucaipa 18 PET WASTE DISPOSAL Remember to pick up after your pet every time to keep San Bernardino County clean and healthy! FREE To RECEIVE your FREE CONTAINER visit us online at sbcountystormwater.org / d o g DOGGIE WASTE BAGS PET WASTE DISPOSAL Get In Touch With Us Online! » Website » eUpdates » Facebook » YouTube » Report Pollution Violations » Email sbcountystormwater.org sbcountystormwater.org/newsletter facebook.com/sbcountystormwater youtube.com/sbcountystormwater sbcountystormwater.org/report info@sbcountystormwater.org ChamberMaxx® Open-Bottom Infiltration Solutions Guide ENGINEERED SOLUTIONS 2 Learn more at www.ContechES.com/chambermaxx ChamberMaxx® Use Lightweight Chambers to Meet Runoff Reduction Requirements The ChamberMaxx corrugated, open-bottom chamber system allows you to meet runoff reduction requirements by providing economic infiltration. Design your low impact development (LID) site by incorporating this belowgrade system to maximize available land for development or green space. ChamberMaxx is most effective on sites where the depth from finished grade to storm sewer outlet is less than 54-inches (1.37-meters). Maximum Volume in Small Footprint • Low profile shape (30” rise) – Economical for shallow applications • 47 ft3 (1.3 m3) of storage per chamber Strong and Durable • Manufactured per ASTM 2418-09 • Injection molded using structurally efficient and corrosive resistant polypropylene resin • Structurally designed to exceed HS-20/HS-25 live loads in accordance with AASHTO (Section 12) LRFD design specifications for stormwater chambers • Integral end caps eliminate the expensive loose end caps and add to chamber strength Low profile shape for shallow applications Selecting the right stormwater solution just got easier... It’s simple to choose the right low impact development (LID) solution to achieve your runoff reduction goals with the Contech Stormwater Solutions Staircase. First, select the runoff reduction practices that are most appropriate for your site, paying particular attention to pretreatment needs. If the entire design storm cannot be retained, select a treatment best management practice (BMP) for the balance. Finally, select a detention system to address any outstanding downstream erosion. Learn more at www.ContechES.com/lid © 2015 Contech Engineered Solutions LLC 3Learn more at www.ContechES.com/chambermaxx Multiple Pretreatment Options Available • Combine water quality and quantity to reduce maintenance costs and extend the performance life of the overall system • Pretreatment systems – including CDS®, Vortechs® and VortSentry® HS – provide the highest level of performance at the lowest installed cost • Optional ChamberMaxx Containment Row also available Easy Installation • Lightweight – Installed by hand without the need for heavy equipment • Locally available direct from Contech – Short lead time with local installation support Green Technology • Qualifies for LEED® credits for stormwater quality and quantity control No need for heavy equipment during installation Integral end caps eliminate loose end caps and add to chamber strength 4 Learn more at www.ContechES.com/chambermaxx Subsurface Infiltration The open-bottom plastic chamber allows infiltration into surrounding soil, effectively achieving runoff reduction objectives often required by an LID design. By utilizing subsurface infiltration, space is preserved for development, runoff is reduced or eliminated and groundwater recharge can occur. The ChamberMaxx is ideal when you need to maximize storage capacity in a shallow footprint. Best practice designs for subsurface infiltration include pretreatment to reduce cost and frequency of maintenance while ensuring the infiltration capacity of the facility. Contech has multiple options for pretreatment. Learn more at www.ContechES.com/ treatment. Applications Easter Shore, MD — ChamberMaxx under Wal-Mart parking lot allows more room for expansion The open-bottom chamber system allows for runoff reduction and economic infiltration 5Learn more at www.ContechES.com/chambermaxx Bioretention ChamberMaxx is designed with a minimum of 6” stone above and below the units. The ChamberMaxx can help make bioretention practical by storing 75.1 CF per unit, including storage in stone, before discharging back into the surrounding soil. Bioretention with ChamberMaxx Include pretreatment for your best practice designs Practical for sites with marginal soils vvv HEADER PIPE STANDARD OPEN CHAMBER INTEGRATED END WALL INSPECTION PORT PRETREATMENT SYSTEM 6 Learn more at www.ContechES.com/chambermaxx Sizing The ChamberMaxx system combines middle chambers, which are open on both ends, with start and end chambers, which include an integral end wall. Water is stored in both the chamber and in the void space in the surrounding stone backfill providing 75.1 cubic feet of storage per chamber. The ChamberMaxx system can be configured with up to 24-inch diameter (0.61 m) inlet/outlet manifold. Chamber Width Height Weight Actual *Installed Storage *Installed Storage Part Length Length Volume Volume in (m) in (m) lbs (kg) in (m) in (m) cf (m3) cf (m3) Start 51.4 (1.31) 30.3 (0.77) 83.0 (37.65) 98.4 (2.50) 96.2 (2.44) 50.2 (1.42) 78.1 (2.21) Middle 51.4 (1.31) 30.3 (0.77) 73.0 (33.11) 91.0 (2.31) 85.4 (2.17) 47.2 (1.34) 75.1 (2.13) End 51.4 (1.31) 30.3 (0.77) 76.0 (34.47) 92.0 (2.34) 88.5 (2.25) 46.2 (1.31) 74.1 (2.10) *6” (152 mm) of stone above and below chamber, 5.6” (142 mm) chamber spacing and 40% porosity. University of Southern California System combines open end middle chambers and end chambers with integral end walls vvv 7Learn more at www.ContechES.com/chambermaxx Stage Storage Table 0 10 20 30 40 50 60 70 80 0 5 10 15 20 25 30 35 40 45 ST O R A G E [ F T 3 ] ELEVATION [IN] Cumulative Storage ChamberMaxx Storage Stage-Storage Curves ChamberMaxx Flow Routing Proper design of any detention system typically requires that flow routing be performed. Engineers at Contech can be a valuable resource when designing a ChamberMaxx retention system. Typically, stage- storage curves like those shown are utilized in the analysis. Contech stage-storage calculator is available for download on www.ContechES.com. This information can simply be inserted into common hydrology/ hydraulic software such as HydroCAD, HydroFlow, PondPack or TR20. This makes a flow routing design with ChamberMaxx just as simple as an aboveground pond design. Elevation Chamber Storage Volume Stone Storage Volume Cumulative Volume Increment Cumulative Storage Volume (in)(m)(cf)(m3)(cf)(m3)(cf)(m3)(cf)(m3) ST O N E 42.30 1.07 47.20 1.34 27.94 0.79 1.13 0.03 75.14 2.13 41.30 1.05 47.20 1.34 26.82 0.76 1.13 0.03 74.02 2.09 40.30 1.02 47.20 1.34 25.69 0.73 1.13 0.03 72.89 2.06 39.30 1.00 47.20 1.34 24.56 0.70 1.13 0.03 71.76 2.03 38.30 0.97 47.20 1.34 23.44 0.66 1.13 0.03 70.64 2.00 37.30 0.95 47.20 1.34 22.31 0.63 1.13 0.03 69.51 1.97 CH A M B E R M A X X C H A M B E R S 36.30 0.92 47.20 1.34 21.18 0.60 0.62 0.02 68.38 1.94 35.00 0.89 47.20 1.34 20.56 0.58 1.13 0.03 67.76 1.92 34.00 0.86 47.20 1.34 19.43 0.55 1.13 0.03 66.63 1.89 33.00 0.84 47.20 1.34 18.30 0.52 1.13 0.03 65.50 1.85 32.00 0.81 47.20 1.34 17.18 0.49 1.56 0.04 64.38 1.82 31.00 0.79 46.48 1.32 16.34 0.46 1.76 0.05 62.82 1.78 30.00 0.76 45.43 1.29 15.63 0.44 1.83 0.05 61.06 1.73 29.00 0.74 44.26 1.25 14.98 0.42 1.90 0.05 59.23 1.68 28.00 0.71 42.97 1.22 14.36 0.41 1.96 0.06 57.33 1.62 27.00 0.69 41.58 1.18 13.79 0.39 2.02 0.06 55.37 1.57 26.00 0.66 40.09 1.13 13.26 0.38 2.07 0.06 53.35 1.51 25.00 0.64 38.53 1.09 12.76 0.36 2.11 0.06 51.29 1.45 24.00 0.61 36.89 1.04 12.29 0.35 2.15 0.06 49.18 1.39 23.00 0.58 35.18 1.00 11.84 0.34 2.18 0.06 47.03 1.33 22.00 0.56 33.42 0.95 11.42 0.32 2.22 0.06 44.84 1.27 21.00 0.53 31.60 0.89 11.02 0.31 2.24 0.06 42.63 1.21 20.00 0.51 29.74 0.84 10.64 0.30 2.27 0.06 40.38 1.14 19.00 0.48 27.84 0.79 10.27 0.29 2.29 0.06 38.11 1.08 18.00 0.46 25.90 0.73 9.92 0.28 2.31 0.07 35.82 1.01 17.00 0.43 23.93 0.68 9.59 0.27 2.33 0.07 33.51 0.95 16.00 0.41 21.92 0.62 9.26 0.26 2.35 0.07 31.18 0.88 15.00 0.38 19.88 0.56 8.95 0.25 2.37 0.07 28.83 0.82 14.00 0.36 17.82 0.50 8.65 0.24 2.39 0.07 26.46 0.75 13.00 0.33 15.72 0.44 8.36 0.24 2.40 0.07 24.08 0.68 12.00 0.30 13.59 0.38 8.09 0.23 2.42 0.07 21.68 0.61 11.00 0.28 11.43 0.32 7.82 0.22 2.45 0.07 19.25 0.54 10.00 0.25 9.23 0.26 7.58 0.21 2.47 0.07 16.81 0.48 9.00 0.23 6.99 0.20 7.34 0.21 2.50 0.07 14.34 0.41 8.00 0.20 4.71 0.13 7.13 0.20 2.52 0.07 11.84 0.34 7.00 0.18 2.38 0.07 6.93 0.20 2.56 0.07 9.32 0.26 ST O N E 6.00 0.15 0.00 0.00 6.76 0.19 1.13 0.03 6.76 0.19 5.00 0.13 0.00 0.00 5.63 0.16 1.13 0.03 5.63 0.16 4.00 0.10 0.00 0.00 4.51 0.13 1.13 0.03 4.51 0.13 3.00 0.08 0.00 0.00 3.38 0.10 1.13 0.03 3.38 0.10 2.00 0.05 0.00 0.00 2.25 0.06 1.13 0.03 2.25 0.06 1.00 0.03 0.00 0.00 1.13 0.03 0.00 0.00 1.13 0.03 8 Learn more at www.ContechES.com/chambermaxx Learn more Access standard details, specifications, project profiles and more online at www.ContechES.com/chambermaxx. Connect with Us We’re always available to make your job easier. Search for your local rep at www.ContechES.com. While you’re there, be sure to check out our upcoming seminar schedule or request an in-house technical presentation. Start a Project If you are ready to begin a project, check out our DYODS calculator available for the ChamberMaxx. Download at www.ContechES.com/chambermaxx. ChamberMaxx is also supported by HydroCAD. Download at www.hydrocad.net. © 2018 Contech Engineered Solutions LLC, a QUIKRETE Company 800.338.1122 www.ContechES.com All Rights Reserved. Printed in the USA. NOTHING IN THIS CATALOG SHOULD BE CONSTRUED AS A WARRANTY. APPLICATIONS SUGGESTED HEREIN ARE DESCRIBED ONLY TO HELP READERS MAKE THEIR OWN EVALUATIONS AND DECISIONS, AND ARE NEITHER GUARANTEES NOR WARRANTIES OF SUITABILITY FOR ANY APPLICATION. CONTECH MAKES NO WARRANTY WHATSOEVER, EXPRESS OR IMPLIED, RELATED TO THE APPLICATIONS, MATERIALS, COATINGS, OR PRODUCTS DISCUSSED HEREIN. ALL IMPLIED WARRANTIES OF MERCHANTABILITY AND ALL IMPLIED WARRANTIES OF FITNESS FOR ANY PARTICULAR PURPOSE ARE DISCLAIMED BY CONTECH. SEE CONTECH’S CONDITIONS OF SALE (AVAILABLE AT WWW.CONTECHES.COM/COS) FOR MORE INFORMATION. The product(s) described may be protected by one or more of the following US patents. 5,322,629; 5,624,576; 5,707,527; 5,759,415; 5,788,848; 5,985,157; 6,027,639; 6,350,374; 6,406,218; 6,641,720; 6,511,595; 6,649,048; 6,991,114; 6,998,038; 7,186,058; 7,296,692; 7,297,266 related foreign patents or other patents pending. LEED is a registered trademark of the U.S. Green Building Council. Next Steps ENGINEERED SOLUTIONS ChamberMaxx PDF 05/18 Get Social With Us! Bioltration SUBMITTAL PACKAGE Oldcastle Precast - Stormwater (800) 579-8819 OldcastleStormwater.comA TABLE OF CONTENTS 1 - FEATURES & BENEFITS 2 - ACCESSORIES 3 - PRODUCT SPECIFICATIONS SECTION 1 FEATURES & BENEFITS Call us today (800) 579-8819 or visit our website for detailed product information, drawings and design tools at www.oldcastlestormwater.com FLOGARD® CATCH BASIN INSERT FILTER IN L E T F I L T R A T IO N Removes Pollutants from Runoff Prior to Entering Waterways Efﬁcient System Catches pollutants where they are easiest to catch, at the inlet. Focused Treatment Removes petroleum hydro- carbons, trash and Total Suspended Solids (TSS). Variable Design Able to be retroﬁtted or used in new projects. Two-part stainless-steel insert to ﬁlter solids and oils/grease Easy to install, inspect and maintain, even on small and conﬁned sites Treatment Train Can be incorporated as part of a “Treatment Train”. No Standing Water Helps to minimize bacteria and odor problems. Economical Earn a higher return on system investment. Maximum Flexibility Available in a variety of standard sizes to ﬁt round and square inlets. Catch Basin Filter Test Results Summary UCLA U of Auckland Tonking & Taylor, Ltd. (for City of Auckland) U of Hawaii (for City of Honolulu) 80 78 to 95 80 70 to 80 Testing Agency % TSS Removal % Oil & Grease Removal 20 to 40 % PAH Removal By the Numbers*: Filter will remove up to 80% of Total Suspended Solids (TSS), at least 70% of oils and grease, and up to 40% of Total Phosphorus (TP) associated with organic debris as well as Polycyclic Aromatic Hydrocarbons (PAH) from oil leaks and spills. *Approx. for urban street application (800) 579-8819 oldcastlestormwater.com © 2017 Oldcastle Precast, Inc. Multi-Purpose Catch Basin Insert Retains Sediment, Debris, Trash and Oils/Grease FloGard® Catch Basin Insert Filters are recommended for areas subject to silt and debris as well as low-to-moderate levels of petroleum hydrocarbons (oils and grease). Examples of such areas include vehicle parking lots, aircraft ramps, truck and bus storage yards, business parks, residential and public streets. Catch Basin Filter Competitive Feature Comparison Evaluation of Catch Basin Filters Oldcastle Stormwater Other Insert Filter Types** (Based on ﬂow-comparable units) (Scale 1-10) Flow Rate 10 7 Removal Efﬁciency* 80% 45% Capacity - Sludge & Oil 7 7 Service Life 10 3 Installation - Ease of Handling / Installation 8 6 Ease of Inspections & Maintenance 7 7 Value 10 2 *approximate, based on ﬁeld sediment removal testing in urban street application **average Long-Term Value Comparison Oldcastle Stormwater Other Insert Filter Types (Based on ﬂow-comparable units) (Scale 1-10) Unit Value - Initial ($/cfs treated) 10 4 Installation Value ($/cfs treated) 10 7 Absorbent Replacement (annual avg ($/cfs treated) 10 2 Materials Replacement Value (annual avg ($/cfs treated) 10 10 Maintenance Value (annual avg ($/cfs treated) 10 7 Total First Year ROI ($/cfs treated) 10 5 Total Annual Avg Value ($/cfs treated, avg over 20 yrs)* 10 5 Flat-Grated Inlet Circular Frame Catch BasinCaptured debris from FloGard Catch Basin Insert Filter in Dana Point, California Combination Inlet SECTION 2 ACCESSORIES "ULTIMATE" BYPASS FEATURES GASKET STAINLESS STEEL SUPPORT BASKET Fossil RockTM ABSORBENT POUCHES FloGard® FILTER -INSTALLED INTO CATCH BASIN- U.S. PATENT# 6,00,023 & 6,877,029 LINER SUPPORT BASKET CATCH BASIN (FLAT GRATE STYLE) DETAIL A EXPLODED VIEW NOTES: 1. 2. 3. 4. Filter insert shall have a high flow bypass feature. Filter support frame shall be constructed from stainless steel Type 304. Filter medium shall be Fossil Rock installed and maintained in accordance with manufacturer specifications. Storage capacity reflects 80% of maximum solids collection prior to impeding filtering bypass. SECTION 3 PRODUCT SPECIFICATIONS U.S. PATENT# 6,00,023 & 6,877,029 "ULTIMATE" BYPASS FEATURE (LOUVERS & OPENINGS) SEE DETAIL C "ULTIMATE" BYPASS FEATURE ; . ,,. (LOUVERS & OPENINGS) DEPTH STANDARD = 20 INCHES SHALLOW = 1 2 INCHES *CUSTOM DETAIL B SECTION VIEW FloGard® FILTER -INSTALLED- DETAIL C "ULTIMATE" BYPASS FEATURE * MANY OTHER STANDARD & CUSTOM SIZES & DEPTHS AVAILABLE UPON REQUEST. SPECIFIER CHART SHALLOW DEPTH STANDARD DEPTH -20 Inches--12 Inches-MODEL NO. MODEL NO. STANDARD & SHALLOW DEPTH STANDARD INLET I D SOLIDS FILTERED SHALLOW SOLIDS FILTERED DEPTH GRATE OD TOTAL DEPTH Inside Outside BYPASS STORAGE FLOW STORAGE FLOW Dimension Dimension CAPACITY CAPACITY CAPACITY (inch x inch) (inch x inch) (cu. ft./ sec.) (cu. ft.) (cu. ft./ sec.) (cu. ft.) (cu. ft./ sec.) FGP-12F 12 X 12 12X 14 2.8 0.3 0.4 FGP-12F8 .15 .25 FGP-16F 16X 16 16X 19 4.7 0.8 0.7 FGP-16F8 .45 .4 FGP-18F 18X 18 18X20 4.7 0.8 0.7 FGP-18F8 .45 .4 FGP-1824F 16X22 18X24 5.0 1.5 1.2 FGP-1824F8 .85 .7 FGP-1836F 18X36 18X40 6.9 2.3 1.6 FGP-1836F8 1.3 .9 FGP-2024F 18X22 20X24 5.9 1.2 1.0 FGP-2024F8 .7 .55 FGP-21F 22X22 22X24 6.1 2.2 1.5 FGP-21F8 1.25 .85 FGP-24F 24X24 24X27 6.1 2.2 1.5 FGP-24F8 1.25 .85 FGP-2430F 24X30 26X30 7.0 2.8 1.8 FGP-2430F8 1.6 1.05 FGP-2436F 24X36 24X40 8.0 3.4 2.0 FGP-2436F8 1.95 1.15 FGP-2448F 24X48 26X48 9.3 4.4 2.4 FGP-2448F8 2.5 1.35 FGP-28F 28X28 32X32 6.3 2.2 1.5 FGP-28F8 1.25 .85 FGP-30F 30X30 30X34 8.1 3.6 2.0 FGP-30F8 2.05 1.15 FGP-36F 36X36 36X40 9.1 4.6 2.4 FGP-36F8 2.65 1.35 FGP-3648F 36X48 40X48 11.5 6.8 3.2 FGP-3648F8 3.9 1.85 FGP-48F 48X48 48X54 13.2 9.5 3.9 FGP-48F8 5.45 2.25 FGP-SD24F 24X24 28X28 6.1 2.2 1.5 FGP-SD24F8 1.25 .85 INLET, FRAME & GRATE INFORMATION CONTACT INFORMATION CO N T A C T DE T A I L S Company: Job Name: Job Address: Contact Name: Email: TY P E Inlet Type (e.g. PA Type M): Frame Model #: Grate MFG/Model (e.g. Neenah R-2060): Grate Type (Check One): Cast Iron Steel PLEASE PROVIDE MEASUREMENTS WITHIN 1/8" TO GUARANTEE ACCURATE INSTALLATION* THE FOLLOWING MEASUREMENTS ARE REQUIRED TO PLACE AN ORDER Notes: If any obstructions or protrusions exist within the catch basin, please provide photos and accurate measurements to ensure proper installation. Submittal of this form represents that the customer acknowledges that all details provided are accurate, and that any issues resulting from inaccurate information herein are the responsibility of said customer. * Use second page for additional catch basins. CONTACT INFORMATION Grate Grate outside dimensionsA Grate outside dimensionsB Catch Basin Frame clear opening or wall to wall inside the catch basin, whichever is less C Frame clear opening or wall to wall inside the catch basin, whichever is less D Grate section Square belly Round belly Flat Section through Catch Basin Bottom of frame to top of outlet pipe E Bottom of frame to floor of catch basin F Grate type (pick one): Belly width Belly width Belly depth Belly depth G H I J City/State/Zip: Phone: Pipe inside diameterDo you have inlet pipes?If yes, bottom of grate to top of pipeYN Need to be filtered?Y N Inlet Pipes? Please email completed forms to contactstormwater@oldcastle.com www.oldcastlestormwater.com Phone: (800) 579-8819 Measurement Chart for FloGard Inserts(Square/Rectangular Flat Grated Inlets) PLEASE PROVIDE MEASUREMENTS WITHIN 1/8" TO GUARANTEE ACCURATE INSTALLATION A - Grate outside dimensions B - Grate outside dimensions C - Frame clear opening or wall to wall inside the catch basin, whichever is less D - Frame clear opening or wall to wall inside the catch basin, whichever is less E - Measure from bottom of frame to top of outlet pipe F - Bottom of frame to floor of catch basin * If grate has "belly" please include measurements for G & H or I & J, depending on belly style. Notes: If any obstructions or protrusions exist within the catch basin, please provide photos and accurate measurements to ensure proper installation. Submittal of this form represents that the customer acknowledges that all details provided are accurate, and that any issues resulting from inaccurate information herein are the responsibility of said customer. THE FOLLOWING MEASUREMENTS ARE REQUIRED TO PLACE AN ORDER Bottom of frame to top of pipeGrate outside dimensions Frame clear opening or wall towall inside the catch basin A B C D E F Bottom of frame to floor of catch basinQuantity/ Drain # Square bellywidth G H I J Square bellydepth Round bellywidth Round bellydepth Square belly grate Round belly grate Please email completed forms to contactstormwater@oldcastle.com www.oldcastlestormwater.com Phone: (800) 579-8819 Measurement Chart for FloGard Inserts(Square/Rectangular Flat Grated Inlets) NOTES: www.oldcastlestormwater.com 888-950-8826 Civil Engineering -Land Surveying -Land Planning 16866 Seville Avenue Fontana,California 92335 ALLARD ENGINEERING Prepared By: (909)356-1815 Fax (909)356-1795 Prepared For: ❖ APPENDICES ❖ APPENDIX G AIR QUALITY DATA AND CALCULATIONS 1.1 Land Usage Land Uses Size Metric Lot Acreage Floor Surface Area Population Condo/Townhouse 193.00 Dwelling Unit 12.06 193,000.00 552 Recreational Swimming Pool 16.54 1000sqft 0.38 16,540.00 0 Racquet Club 1.48 1000sqft 0.03 1,480.00 0 1.2 Other Project Characteristics Urbanization Climate Zone Urban 10 Wind Speed (m/s)Precipitation Freq (Days)2.2 32 1.3 User Entered Comments & Non-Default Data 1.0 Project Characteristics Utility Company Southern California Edison 2021Operational Year CO2 Intensity (lb/MWhr) 702.44 0.029CH4 Intensity (lb/MWhr) 0.006N2O Intensity (lb/MWhr) Victoria Residential San Bernardino-South Coast County, Annual CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 1 of 33 Victoria Residential - San Bernardino-South Coast County, Annual Project Characteristics - Land Use - Construction Phase - Woodstoves - Information provided by client Area Mitigation - WGSP MM#1 Construction Off-road Equipment Mitigation - WPSP EIR MM#C-2 Mobile Land Use Mitigation - Water Mitigation - Table Name Column Name Default Value New Value tblAreaMitigation UseLowVOCPaintResidentialExteriorValu e 50 10 tblAreaMitigation UseLowVOCPaintResidentialInteriorValue 50 10 tblConstDustMitigation WaterUnpavedRoadVehicleSpeed 0 15 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 2.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 4.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 9.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 2.00 tblConstEquipMitigation OxidationCatalyst 0.00 40.00 tblConstEquipMitigation OxidationCatalyst 0.00 40.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 2 of 33 Victoria Residential - San Bernardino-South Coast County, Annual 2.0 Emissions Summary tblConstEquipMitigation OxidationCatalyst 0.00 40.00 tblConstEquipMitigation OxidationCatalyst 0.00 40.00 tblConstEquipMitigation OxidationCatalyst 0.00 40.00 tblConstEquipMitigation OxidationCatalyst 0.00 40.00 tblConstEquipMitigation Tier No Change Tier 4 Final tblConstEquipMitigation Tier No Change Tier 4 Final tblConstEquipMitigation Tier No Change Tier 4 Final tblConstEquipMitigation Tier No Change Tier 4 Final tblConstEquipMitigation Tier No Change Tier 4 Final tblConstEquipMitigation Tier No Change Tier 4 Final tblFireplaces NumberGas 164.05 0.00 tblFireplaces NumberNoFireplace 19.30 193.00 tblFireplaces NumberWood 9.65 0.00 tblWoodstoves NumberCatalytic 9.65 0.00 tblWoodstoves NumberNoncatalytic 9.65 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 3 of 33 Victoria Residential - San Bernardino-South Coast County, Annual 2.1 Overall Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Year tons/yr MT/yr 2019 0.4429 3.6838 3.2189 6.4500e- 003 0.4142 0.1894 0.6037 0.1555 0.1772 0.3326 0.0000 576.7787 576.7787 0.1034 0.0000 579.3630 2020 0.7530 1.1078 1.1630 2.3700e- 003 0.0798 0.0571 0.1369 0.0213 0.0536 0.0749 0.0000 209.9085 209.9085 0.0344 0.0000 210.7680 Maximum 0.7530 3.6838 3.2189 6.4500e- 003 0.4142 0.1894 0.6037 0.1555 0.1772 0.3326 0.0000 576.7787 576.7787 0.1034 0.0000 579.3630 Unmitigated Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Year tons/yr MT/yr 2019 0.2681 1.4944 3.2472 6.4500e- 003 0.2755 0.0744 0.3499 0.0923 0.0714 0.1636 0.0000 576.7783 576.7783 0.1034 0.0000 579.3626 2020 0.7196 0.6903 1.1880 2.3700e- 003 0.0798 0.0341 0.1139 0.0213 0.0325 0.0538 0.0000 209.9084 209.9084 0.0344 0.0000 210.7679 Maximum 0.7196 1.4944 3.2472 6.4500e- 003 0.2755 0.0744 0.3499 0.0923 0.0714 0.1636 0.0000 576.7783 576.7783 0.1034 0.0000 579.3626 Mitigated Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 17.40 54.40 -1.21 0.00 28.09 55.99 37.38 35.75 55.01 46.65 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 4 of 33 Victoria Residential - San Bernardino-South Coast County, Annual 2.2 Overall Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Area 0.8243 0.0230 1.9949 1.1000e- 004 0.0110 0.0110 0.0110 0.0110 0.0000 3.2516 3.2516 3.1500e- 003 0.0000 3.3304 Energy 0.0238 0.2039 0.0878 1.3000e- 003 0.0165 0.0165 0.0165 0.0165 0.0000 587.7214 587.7214 0.0190 7.3300e- 003 590.3821 Mobile 0.5338 4.0421 6.5299 0.0250 1.8575 0.0186 1.8760 0.4979 0.0174 0.5152 0.0000 2,314.353 9 2,314.353 9 0.1254 0.0000 2,317.489 5 Waste 0.0000 0.0000 0.0000 0.0000 38.8728 0.0000 38.8728 2.2973 0.0000 96.3056 Water 0.0000 0.0000 0.0000 0.0000 4.3275 86.9661 91.2936 0.4481 0.0112 105.8441 Total 1.3819 4.2691 8.6126 0.0264 1.8575 0.0460 1.9035 0.4979 0.0449 0.5427 43.2003 2,992.293 1 3,035.493 3 2.8930 0.0186 3,113.351 7 Unmitigated Operational Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter)Maximum Mitigated ROG + NOX (tons/quarter) 1 1-9-2019 4-8-2019 1.4794 0.2464 2 4-9-2019 7-8-2019 0.9016 0.5161 3 7-9-2019 10-8-2019 0.9115 0.5218 4 10-9-2019 1-8-2020 0.9049 0.5187 5 1-9-2020 4-8-2020 0.8203 0.4755 6 4-9-2020 7-8-2020 0.9683 0.8925 Highest 1.4794 0.8925 CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 5 of 33 Victoria Residential - San Bernardino-South Coast County, Annual 2.2 Overall Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Area 0.7760 0.0230 1.9949 1.1000e- 004 0.0110 0.0110 0.0110 0.0110 0.0000 3.2516 3.2516 3.1500e- 003 0.0000 3.3304 Energy 0.0238 0.2039 0.0878 1.3000e- 003 0.0165 0.0165 0.0165 0.0165 0.0000 587.7214 587.7214 0.0190 7.3300e- 003 590.3821 Mobile 0.5268 3.9792 6.3584 0.0243 1.7952 0.0180 1.8132 0.4812 0.0169 0.4980 0.0000 2,246.433 2 2,246.433 2 0.1231 0.0000 2,249.510 0 Waste 0.0000 0.0000 0.0000 0.0000 38.8728 0.0000 38.8728 2.2973 0.0000 96.3056 Water 0.0000 0.0000 0.0000 0.0000 4.3275 62.3327 66.6602 0.4471 0.0110 81.1226 Total 1.3266 4.2061 8.4411 0.0257 1.7952 0.0455 1.8407 0.4812 0.0443 0.5255 43.2003 2,899.738 9 2,942.939 2 2.8896 0.0184 3,020.650 7 Mitigated Operational 3.0 Construction Detail Construction Phase ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 4.00 1.47 1.99 2.77 3.35 1.22 3.30 3.35 1.16 3.17 0.00 3.09 3.05 0.12 1.13 2.98 CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 6 of 33 Victoria Residential - San Bernardino-South Coast County, Annual Phase Number Phase Name Phase Type Start Date End Date Num Days Week Num Days Phase Description 1 Site Preparation Site Preparation 1/9/2019 1/22/2019 5 10 2 Grading Grading 1/23/2019 3/5/2019 5 30 3 Building Construction Building Construction 3/6/2019 4/28/2020 5 300 4 Paving Paving 4/29/2020 5/26/2020 5 20 5 Architectural Coating Architectural Coating 5/27/2020 6/23/2020 5 20 OffRoad Equipment Residential Indoor: 390,825; Residential Outdoor: 130,275; Non-Residential Indoor: 2,220; Non-Residential Outdoor: 740; Striped Parking Area: 0 (Architectural Coating ±sqft) Acres of Grading (Site Preparation Phase): 0 Acres of Grading (Grading Phase): 75 Acres of Paving: 0 CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 7 of 33 Victoria Residential - San Bernardino-South Coast County, Annual Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Architectural Coating Air Compressors 1 6.00 78 0.48 Grading Excavators 2 8.00 158 0.38 Building Construction Cranes 1 7.00 231 0.29 Building Construction Forklifts 3 8.00 89 0.20 Building Construction Generator Sets 1 8.00 84 0.74 Paving Pavers 2 8.00 130 0.42 Paving Rollers 2 8.00 80 0.38 Grading Rubber Tired Dozers 1 8.00 247 0.40 Building Construction Tractors/Loaders/Backhoes 3 7.00 97 0.37 Grading Graders 1 8.00 187 0.41 Grading Tractors/Loaders/Backhoes 2 8.00 97 0.37 Paving Paving Equipment 2 8.00 132 0.36 Site Preparation Tractors/Loaders/Backhoes 4 8.00 97 0.37 Site Preparation Rubber Tired Dozers 3 8.00 247 0.40 Grading Scrapers 2 8.00 367 0.48 Building Construction Welders 1 8.00 46 0.45 Trips and VMT Phase Name Offroad Equipment Count Worker Trip Number Vendor Trip Number Hauling Trip Number Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vehicle Class Vendor Vehicle Class Hauling Vehicle Class Site Preparation 7 18.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Grading 8 20.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 147.00 24.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Paving 6 15.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 29.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 8 of 33 Victoria Residential - San Bernardino-South Coast County, Annual 3.2 Site Preparation - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Fugitive Dust 0.0903 0.0000 0.0903 0.0497 0.0000 0.0497 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0217 0.2279 0.1103 1.9000e- 004 0.0120 0.0120 0.0110 0.0110 0.0000 17.0843 17.0843 5.4100e- 003 0.0000 17.2195 Total 0.0217 0.2279 0.1103 1.9000e- 004 0.0903 0.0120 0.1023 0.0497 0.0110 0.0607 0.0000 17.0843 17.0843 5.4100e- 003 0.0000 17.2195 Unmitigated Construction On-Site 3.1 Mitigation Measures Construction Use Cleaner Engines for Construction Equipment Use DPF for Construction Equipment Use Oxidation Catalyst for Construction Equipment Replace Ground Cover Water Exposed Area Reduce Vehicle Speed on Unpaved Roads CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 9 of 33 Victoria Residential - San Bernardino-South Coast County, Annual 3.2 Site Preparation - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 4.8000e- 004 3.9000e- 004 3.8800e- 003 1.0000e- 005 9.9000e- 004 1.0000e- 005 9.9000e- 004 2.6000e- 004 1.0000e- 005 2.7000e- 004 0.0000 0.8731 0.8731 3.0000e- 005 0.0000 0.8738 Total 4.8000e- 004 3.9000e- 004 3.8800e- 003 1.0000e- 005 9.9000e- 004 1.0000e- 005 9.9000e- 004 2.6000e- 004 1.0000e- 005 2.7000e- 004 0.0000 0.8731 0.8731 3.0000e- 005 0.0000 0.8738 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Fugitive Dust 0.0335 0.0000 0.0335 0.0194 0.0000 0.0194 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 2.3300e- 003 6.0500e- 003 0.1043 1.9000e- 004 5.0000e- 005 5.0000e- 005 5.0000e- 005 5.0000e- 005 0.0000 17.0843 17.0843 5.4100e- 003 0.0000 17.2195 Total 2.3300e- 003 6.0500e- 003 0.1043 1.9000e- 004 0.0335 5.0000e- 005 0.0335 0.0194 5.0000e- 005 0.0194 0.0000 17.0843 17.0843 5.4100e- 003 0.0000 17.2195 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 10 of 33 Victoria Residential - San Bernardino-South Coast County, Annual 3.2 Site Preparation - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 4.8000e- 004 3.9000e- 004 3.8800e- 003 1.0000e- 005 9.9000e- 004 1.0000e- 005 9.9000e- 004 2.6000e- 004 1.0000e- 005 2.7000e- 004 0.0000 0.8731 0.8731 3.0000e- 005 0.0000 0.8738 Total 4.8000e- 004 3.9000e- 004 3.8800e- 003 1.0000e- 005 9.9000e- 004 1.0000e- 005 9.9000e- 004 2.6000e- 004 1.0000e- 005 2.7000e- 004 0.0000 0.8731 0.8731 3.0000e- 005 0.0000 0.8738 Mitigated Construction Off-Site 3.3 Grading - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Fugitive Dust 0.1301 0.0000 0.1301 0.0540 0.0000 0.0540 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0711 0.8178 0.5007 9.3000e- 004 0.0357 0.0357 0.0329 0.0329 0.0000 83.5520 83.5520 0.0264 0.0000 84.2129 Total 0.0711 0.8178 0.5007 9.3000e- 004 0.1301 0.0357 0.1658 0.0540 0.0329 0.0868 0.0000 83.5520 83.5520 0.0264 0.0000 84.2129 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 11 of 33 Victoria Residential - San Bernardino-South Coast County, Annual 3.3 Grading - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 1.6100e- 003 1.3100e- 003 0.0129 3.0000e- 005 3.2900e- 003 2.0000e- 005 3.3100e- 003 8.7000e- 004 2.0000e- 005 8.9000e- 004 0.0000 2.9102 2.9102 1.0000e- 004 0.0000 2.9126 Total 1.6100e- 003 1.3100e- 003 0.0129 3.0000e- 005 3.2900e- 003 2.0000e- 005 3.3100e- 003 8.7000e- 004 2.0000e- 005 8.9000e- 004 0.0000 2.9102 2.9102 1.0000e- 004 0.0000 2.9126 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Fugitive Dust 0.0482 0.0000 0.0482 0.0210 0.0000 0.0210 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0114 0.0297 0.4950 9.3000e- 004 2.3000e- 004 2.3000e- 004 2.3000e- 004 2.3000e- 004 0.0000 83.5519 83.5519 0.0264 0.0000 84.2128 Total 0.0114 0.0297 0.4950 9.3000e- 004 0.0482 2.3000e- 004 0.0484 0.0210 2.3000e- 004 0.0213 0.0000 83.5519 83.5519 0.0264 0.0000 84.2128 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 12 of 33 Victoria Residential - San Bernardino-South Coast County, Annual 3.3 Grading - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 1.6100e- 003 1.3100e- 003 0.0129 3.0000e- 005 3.2900e- 003 2.0000e- 005 3.3100e- 003 8.7000e- 004 2.0000e- 005 8.9000e- 004 0.0000 2.9102 2.9102 1.0000e- 004 0.0000 2.9126 Total 1.6100e- 003 1.3100e- 003 0.0129 3.0000e- 005 3.2900e- 003 2.0000e- 005 3.3100e- 003 8.7000e- 004 2.0000e- 005 8.9000e- 004 0.0000 2.9102 2.9102 1.0000e- 004 0.0000 2.9126 Mitigated Construction Off-Site 3.4 Building Construction - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Off-Road 0.2538 2.2660 1.8451 2.8900e- 003 0.1387 0.1387 0.1304 0.1304 0.0000 252.7370 252.7370 0.0616 0.0000 254.2762 Total 0.2538 2.2660 1.8451 2.8900e- 003 0.1387 0.1387 0.1304 0.1304 0.0000 252.7370 252.7370 0.0616 0.0000 254.2762 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 13 of 33 Victoria Residential - San Bernardino-South Coast County, Annual 3.4 Building Construction - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 9.4400e- 003 0.3013 0.0653 6.9000e- 004 0.0163 1.8700e- 003 0.0181 4.6900e- 003 1.7900e- 003 6.4800e- 003 0.0000 66.3276 66.3276 4.7700e- 003 0.0000 66.4470 Worker 0.0848 0.0691 0.6807 1.7000e- 003 0.1733 1.1900e- 003 0.1745 0.0460 1.0900e- 003 0.0471 0.0000 153.2945 153.2945 5.0600e- 003 0.0000 153.4211 Total 0.0942 0.3704 0.7460 2.3900e- 003 0.1895 3.0600e- 003 0.1926 0.0507 2.8800e- 003 0.0536 0.0000 219.6222 219.6222 9.8300e- 003 0.0000 219.8681 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Off-Road 0.1581 1.0866 1.8850 2.8900e- 003 0.0710 0.0710 0.0682 0.0682 0.0000 252.7367 252.7367 0.0616 0.0000 254.2759 Total 0.1581 1.0866 1.8850 2.8900e- 003 0.0710 0.0710 0.0682 0.0682 0.0000 252.7367 252.7367 0.0616 0.0000 254.2759 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 14 of 33 Victoria Residential - San Bernardino-South Coast County, Annual 3.4 Building Construction - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 9.4400e- 003 0.3013 0.0653 6.9000e- 004 0.0163 1.8700e- 003 0.0181 4.6900e- 003 1.7900e- 003 6.4800e- 003 0.0000 66.3276 66.3276 4.7700e- 003 0.0000 66.4470 Worker 0.0848 0.0691 0.6807 1.7000e- 003 0.1733 1.1900e- 003 0.1745 0.0460 1.0900e- 003 0.0471 0.0000 153.2945 153.2945 5.0600e- 003 0.0000 153.4211 Total 0.0942 0.3704 0.7460 2.3900e- 003 0.1895 3.0600e- 003 0.1926 0.0507 2.8800e- 003 0.0536 0.0000 219.6222 219.6222 9.8300e- 003 0.0000 219.8681 Mitigated Construction Off-Site 3.4 Building Construction - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Off-Road 0.0901 0.8154 0.7161 1.1400e- 003 0.0475 0.0475 0.0446 0.0446 0.0000 98.4342 98.4342 0.0240 0.0000 99.0346 Total 0.0901 0.8154 0.7161 1.1400e- 003 0.0475 0.0475 0.0446 0.0446 0.0000 98.4342 98.4342 0.0240 0.0000 99.0346 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 15 of 33 Victoria Residential - San Bernardino-South Coast County, Annual 3.4 Building Construction - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 3.1600e- 003 0.1089 0.0228 2.7000e- 004 6.4300e- 003 5.0000e- 004 6.9300e- 003 1.8600e- 003 4.8000e- 004 2.3300e- 003 0.0000 26.0423 26.0423 1.8000e- 003 0.0000 26.0874 Worker 0.0309 0.0243 0.2423 6.5000e- 004 0.0685 4.6000e- 004 0.0690 0.0182 4.2000e- 004 0.0186 0.0000 58.7153 58.7153 1.7600e- 003 0.0000 58.7593 Total 0.0340 0.1331 0.2651 9.2000e- 004 0.0749 9.6000e- 004 0.0759 0.0201 9.0000e- 004 0.0209 0.0000 84.7576 84.7576 3.5600e- 003 0.0000 84.8467 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Off-Road 0.0567 0.3979 0.7410 1.1400e- 003 0.0245 0.0245 0.0235 0.0235 0.0000 98.4341 98.4341 0.0240 0.0000 99.0345 Total 0.0567 0.3979 0.7410 1.1400e- 003 0.0245 0.0245 0.0235 0.0235 0.0000 98.4341 98.4341 0.0240 0.0000 99.0345 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 16 of 33 Victoria Residential - San Bernardino-South Coast County, Annual 3.4 Building Construction - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 3.1600e- 003 0.1089 0.0228 2.7000e- 004 6.4300e- 003 5.0000e- 004 6.9300e- 003 1.8600e- 003 4.8000e- 004 2.3300e- 003 0.0000 26.0423 26.0423 1.8000e- 003 0.0000 26.0874 Worker 0.0309 0.0243 0.2423 6.5000e- 004 0.0685 4.6000e- 004 0.0690 0.0182 4.2000e- 004 0.0186 0.0000 58.7153 58.7153 1.7600e- 003 0.0000 58.7593 Total 0.0340 0.1331 0.2651 9.2000e- 004 0.0749 9.6000e- 004 0.0759 0.0201 9.0000e- 004 0.0209 0.0000 84.7576 84.7576 3.5600e- 003 0.0000 84.8467 Mitigated Construction Off-Site 3.5 Paving - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Off-Road 0.0136 0.1407 0.1465 2.3000e- 004 7.5300e- 003 7.5300e- 003 6.9300e- 003 6.9300e- 003 0.0000 20.0282 20.0282 6.4800e- 003 0.0000 20.1902 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0136 0.1407 0.1465 2.3000e- 004 7.5300e- 003 7.5300e- 003 6.9300e- 003 6.9300e- 003 0.0000 20.0282 20.0282 6.4800e- 003 0.0000 20.1902 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 17 of 33 Victoria Residential - San Bernardino-South Coast County, Annual 3.5 Paving - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 7.4000e- 004 5.8000e- 004 5.8200e- 003 2.0000e- 005 1.6400e- 003 1.0000e- 005 1.6600e- 003 4.4000e- 004 1.0000e- 005 4.5000e- 004 0.0000 1.4097 1.4097 4.0000e- 005 0.0000 1.4108 Total 7.4000e- 004 5.8000e- 004 5.8200e- 003 2.0000e- 005 1.6400e- 003 1.0000e- 005 1.6600e- 003 4.4000e- 004 1.0000e- 005 4.5000e- 004 0.0000 1.4097 1.4097 4.0000e- 005 0.0000 1.4108 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Off-Road 0.0136 0.1407 0.1465 2.3000e- 004 7.5300e- 003 7.5300e- 003 6.9300e- 003 6.9300e- 003 0.0000 20.0282 20.0282 6.4800e- 003 0.0000 20.1901 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0136 0.1407 0.1465 2.3000e- 004 7.5300e- 003 7.5300e- 003 6.9300e- 003 6.9300e- 003 0.0000 20.0282 20.0282 6.4800e- 003 0.0000 20.1901 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 18 of 33 Victoria Residential - San Bernardino-South Coast County, Annual 3.5 Paving - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 7.4000e- 004 5.8000e- 004 5.8200e- 003 2.0000e- 005 1.6400e- 003 1.0000e- 005 1.6600e- 003 4.4000e- 004 1.0000e- 005 4.5000e- 004 0.0000 1.4097 1.4097 4.0000e- 005 0.0000 1.4108 Total 7.4000e- 004 5.8000e- 004 5.8200e- 003 2.0000e- 005 1.6400e- 003 1.0000e- 005 1.6600e- 003 4.4000e- 004 1.0000e- 005 4.5000e- 004 0.0000 1.4097 1.4097 4.0000e- 005 0.0000 1.4108 Mitigated Construction Off-Site 3.6 Architectural Coating - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Archit. Coating 0.6107 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 2.4200e- 003 0.0168 0.0183 3.0000e- 005 1.1100e- 003 1.1100e- 003 1.1100e- 003 1.1100e- 003 0.0000 2.5533 2.5533 2.0000e- 004 0.0000 2.5582 Total 0.6131 0.0168 0.0183 3.0000e- 005 1.1100e- 003 1.1100e- 003 1.1100e- 003 1.1100e- 003 0.0000 2.5533 2.5533 2.0000e- 004 0.0000 2.5582 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 19 of 33 Victoria Residential - San Bernardino-South Coast County, Annual 3.6 Architectural Coating - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 1.4300e- 003 1.1300e- 003 0.0113 3.0000e- 005 3.1800e- 003 2.0000e- 005 3.2000e- 003 8.4000e- 004 2.0000e- 005 8.6000e- 004 0.0000 2.7255 2.7255 8.0000e- 005 0.0000 2.7275 Total 1.4300e- 003 1.1300e- 003 0.0113 3.0000e- 005 3.1800e- 003 2.0000e- 005 3.2000e- 003 8.4000e- 004 2.0000e- 005 8.6000e- 004 0.0000 2.7255 2.7255 8.0000e- 005 0.0000 2.7275 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Archit. Coating 0.6107 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 2.4200e- 003 0.0168 0.0183 3.0000e- 005 1.1100e- 003 1.1100e- 003 1.1100e- 003 1.1100e- 003 0.0000 2.5533 2.5533 2.0000e- 004 0.0000 2.5582 Total 0.6131 0.0168 0.0183 3.0000e- 005 1.1100e- 003 1.1100e- 003 1.1100e- 003 1.1100e- 003 0.0000 2.5533 2.5533 2.0000e- 004 0.0000 2.5582 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 20 of 33 Victoria Residential - San Bernardino-South Coast County, Annual 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile Increase Density Improve Pedestrian Network 3.6 Architectural Coating - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 1.4300e- 003 1.1300e- 003 0.0113 3.0000e- 005 3.1800e- 003 2.0000e- 005 3.2000e- 003 8.4000e- 004 2.0000e- 005 8.6000e- 004 0.0000 2.7255 2.7255 8.0000e- 005 0.0000 2.7275 Total 1.4300e- 003 1.1300e- 003 0.0113 3.0000e- 005 3.1800e- 003 2.0000e- 005 3.2000e- 003 8.4000e- 004 2.0000e- 005 8.6000e- 004 0.0000 2.7255 2.7255 8.0000e- 005 0.0000 2.7275 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 21 of 33 Victoria Residential - San Bernardino-South Coast County, Annual ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Mitigated 0.5268 3.9792 6.3584 0.0243 1.7952 0.0180 1.8132 0.4812 0.0169 0.4980 0.0000 2,246.433 2 2,246.433 2 0.1231 0.0000 2,249.510 0 Unmitigated 0.5338 4.0421 6.5299 0.0250 1.8575 0.0186 1.8760 0.4979 0.0174 0.5152 0.0000 2,314.353 9 2,314.353 9 0.1254 0.0000 2,317.489 5 4.2 Trip Summary Information 4.3 Trip Type Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT Condo/Townhouse 1,121.33 1,094.31 934.12 3,727,175 3,602,168 Racquet Club 20.76 31.60 25.75 46,953 45,378 Recreational Swimming Pool 559.38 150.51 224.94 1,103,764 1,066,745 Total 1,701.48 1,276.42 1,184.82 4,877,893 4,714,291 Miles Trip %Trip Purpose % Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Condo/Townhouse 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 Racquet Club 16.60 8.40 6.90 11.50 69.50 19.00 52 39 9 Recreational Swimming Pool 16.60 8.40 6.90 33.00 48.00 19.00 52 39 9 4.4 Fleet Mix CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 22 of 33 Victoria Residential - San Bernardino-South Coast County, Annual 5.0 Energy Detail ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Electricity Mitigated 0.0000 0.0000 0.0000 0.0000 0.0000 351.7388 351.7388 0.0145 3.0000e- 003 352.9972 Electricity Unmitigated 0.0000 0.0000 0.0000 0.0000 0.0000 351.7388 351.7388 0.0145 3.0000e- 003 352.9972 NaturalGas Mitigated 0.0238 0.2039 0.0878 1.3000e- 003 0.0165 0.0165 0.0165 0.0165 0.0000 235.9826 235.9826 4.5200e- 003 4.3300e- 003 237.3849 NaturalGas Unmitigated 0.0238 0.2039 0.0878 1.3000e- 003 0.0165 0.0165 0.0165 0.0165 0.0000 235.9826 235.9826 4.5200e- 003 4.3300e- 003 237.3849 5.1 Mitigation Measures Energy Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Condo/Townhouse 0.549952 0.037123 0.179649 0.119457 0.017229 0.005267 0.017877 0.062669 0.001348 0.001607 0.006000 0.000812 0.001010 Racquet Club 0.549952 0.037123 0.179649 0.119457 0.017229 0.005267 0.017877 0.062669 0.001348 0.001607 0.006000 0.000812 0.001010 Recreational Swimming Pool 0.549952 0.037123 0.179649 0.119457 0.017229 0.005267 0.017877 0.062669 0.001348 0.001607 0.006000 0.000812 0.001010 Historical Energy Use: N CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 23 of 33 Victoria Residential - San Bernardino-South Coast County, Annual 5.2 Energy by Land Use - NaturalGas NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Land Use kBTU/yr tons/yr MT/yr Condo/Townhous e 4.37406e +006 0.0236 0.2016 0.0858 1.2900e- 003 0.0163 0.0163 0.0163 0.0163 0.0000 233.4166 233.4166 4.4700e- 003 4.2800e- 003 234.8037 Racquet Club 48085.2 2.6000e- 004 2.3600e- 003 1.9800e- 003 1.0000e- 005 1.8000e- 004 1.8000e- 004 1.8000e- 004 1.8000e- 004 0.0000 2.5660 2.5660 5.0000e- 005 5.0000e- 005 2.5813 Recreational Swimming Pool 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0239 0.2039 0.0878 1.3000e- 003 0.0165 0.0165 0.0165 0.0165 0.0000 235.9826 235.9826 4.5200e- 003 4.3300e- 003 237.3849 Unmitigated NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Land Use kBTU/yr tons/yr MT/yr Condo/Townhous e 4.37406e +006 0.0236 0.2016 0.0858 1.2900e- 003 0.0163 0.0163 0.0163 0.0163 0.0000 233.4166 233.4166 4.4700e- 003 4.2800e- 003 234.8037 Racquet Club 48085.2 2.6000e- 004 2.3600e- 003 1.9800e- 003 1.0000e- 005 1.8000e- 004 1.8000e- 004 1.8000e- 004 1.8000e- 004 0.0000 2.5660 2.5660 5.0000e- 005 5.0000e- 005 2.5813 Recreational Swimming Pool 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0239 0.2039 0.0878 1.3000e- 003 0.0165 0.0165 0.0165 0.0165 0.0000 235.9826 235.9826 4.5200e- 003 4.3300e- 003 237.3849 Mitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 24 of 33 Victoria Residential - San Bernardino-South Coast County, Annual 6.0 Area Detail 5.3 Energy by Land Use - Electricity Electricity Use Total CO2 CH4 N2O CO2e Land Use kWh/yr MT/yr Condo/Townhous e 1.08892e +006 346.9525 0.0143 2.9600e- 003 348.1937 Racquet Club 15022 4.7863 2.0000e- 004 4.0000e- 005 4.8035 Recreational Swimming Pool 0 0.0000 0.0000 0.0000 0.0000 Total 351.7388 0.0145 3.0000e- 003 352.9972 Unmitigated Electricity Use Total CO2 CH4 N2O CO2e Land Use kWh/yr MT/yr Condo/Townhous e 1.08892e +006 346.9525 0.0143 2.9600e- 003 348.1937 Racquet Club 15022 4.7863 2.0000e- 004 4.0000e- 005 4.8035 Recreational Swimming Pool 0 0.0000 0.0000 0.0000 0.0000 Total 351.7388 0.0145 3.0000e- 003 352.9972 Mitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 25 of 33 Victoria Residential - San Bernardino-South Coast County, Annual Use Low VOC Paint - Residential Interior Use Low VOC Paint - Residential Exterior No Hearths Installed Use Low VOC Cleaning Supplies 6.1 Mitigation Measures Area 6.0 Area Detail ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Mitigated 0.7760 0.0230 1.9949 1.1000e- 004 0.0110 0.0110 0.0110 0.0110 0.0000 3.2516 3.2516 3.1500e- 003 0.0000 3.3304 Unmitigated 0.8243 0.0230 1.9949 1.1000e- 004 0.0110 0.0110 0.0110 0.0110 0.0000 3.2516 3.2516 3.1500e- 003 0.0000 3.3304 CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 26 of 33 Victoria Residential - San Bernardino-South Coast County, Annual 6.2 Area by SubCategory ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e SubCategory tons/yr MT/yr Architectural Coating 0.0611 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 0.7028 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 0.0605 0.0230 1.9949 1.1000e- 004 0.0110 0.0110 0.0110 0.0110 0.0000 3.2516 3.2516 3.1500e- 003 0.0000 3.3304 Total 0.8243 0.0230 1.9949 1.1000e- 004 0.0110 0.0110 0.0110 0.0110 0.0000 3.2516 3.2516 3.1500e- 003 0.0000 3.3304 Unmitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 27 of 33 Victoria Residential - San Bernardino-South Coast County, Annual Use Reclaimed Water 7.1 Mitigation Measures Water 7.0 Water Detail 6.2 Area by SubCategory ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e SubCategory tons/yr MT/yr Architectural Coating 0.0128 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 0.7028 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 0.0605 0.0230 1.9949 1.1000e- 004 0.0110 0.0110 0.0110 0.0110 0.0000 3.2516 3.2516 3.1500e- 003 0.0000 3.3304 Total 0.7760 0.0230 1.9949 1.1000e- 004 0.0110 0.0110 0.0110 0.0110 0.0000 3.2516 3.2516 3.1500e- 003 0.0000 3.3304 Mitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 28 of 33 Victoria Residential - San Bernardino-South Coast County, Annual Total CO2 CH4 N2O CO2e Category MT/yr Mitigated 66.6602 0.4471 0.0110 81.1226 Unmitigated 91.2936 0.4481 0.0112 105.8441 7.2 Water by Land Use Indoor/Out door Use Total CO2 CH4 N2O CO2e Land Use Mgal MT/yr Condo/Townhous e 12.5747 / 7.92755 84.2216 0.4131 0.0104 97.6355 Racquet Club 0.0875319 / 0.0536486 0.5808 2.8800e- 003 7.0000e- 005 0.6742 Recreational Swimming Pool 0.978228 / 0.599559 6.4912 0.0321 8.1000e- 004 7.5345 Total 91.2936 0.4481 0.0112 105.8441 Unmitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 29 of 33 Victoria Residential - San Bernardino-South Coast County, Annual 8.1 Mitigation Measures Waste 7.2 Water by Land Use Indoor/Out door Use Total CO2 CH4 N2O CO2e Land Use Mgal MT/yr Condo/Townhous e 12.5747 / 1.49846 61.4634 0.4121 0.0102 74.7959 Racquet Club 0.0875319 / 0.0101406 0.4268 2.8700e- 003 7.0000e- 005 0.5196 Recreational Swimming Pool 0.978228 / 0.113328 4.7700 0.0321 7.9000e- 004 5.8071 Total 66.6602 0.4471 0.0110 81.1226 Mitigated 8.0 Waste Detail CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 30 of 33 Victoria Residential - San Bernardino-South Coast County, Annual Total CO2 CH4 N2O CO2e MT/yr Mitigated 38.8728 2.2973 0.0000 96.3056 Unmitigated 38.8728 2.2973 0.0000 96.3056 Category/Year 8.2 Waste by Land Use Waste Disposed Total CO2 CH4 N2O CO2e Land Use tons MT/yr Condo/Townhous e 88.78 18.0215 1.0650 0.0000 44.6476 Racquet Club 8.44 1.7132 0.1013 0.0000 4.2445 Recreational Swimming Pool 94.28 19.1380 1.1310 0.0000 47.4136 Total 38.8728 2.2973 0.0000 96.3057 Unmitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 31 of 33 Victoria Residential - San Bernardino-South Coast County, Annual 8.2 Waste by Land Use Waste Disposed Total CO2 CH4 N2O CO2e Land Use tons MT/yr Condo/Townhous e 88.78 18.0215 1.0650 0.0000 44.6476 Racquet Club 8.44 1.7132 0.1013 0.0000 4.2445 Recreational Swimming Pool 94.28 19.1380 1.1310 0.0000 47.4136 Total 38.8728 2.2973 0.0000 96.3057 Mitigated 9.0 Operational Offroad Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type 10.0 Stationary Equipment Fire Pumps and Emergency Generators Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment Equipment Type Number CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 32 of 33 Victoria Residential - San Bernardino-South Coast County, Annual 11.0 Vegetation CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:36 PMPage 33 of 33 Victoria Residential - San Bernardino-South Coast County, Annual 1.1 Land Usage Land Uses Size Metric Lot Acreage Floor Surface Area Population Condo/Townhouse 193.00 Dwelling Unit 12.06 193,000.00 552 Recreational Swimming Pool 16.54 1000sqft 0.38 16,540.00 0 Racquet Club 1.48 1000sqft 0.03 1,480.00 0 1.2 Other Project Characteristics Urbanization Climate Zone Urban 10 Wind Speed (m/s)Precipitation Freq (Days)2.2 32 1.3 User Entered Comments & Non-Default Data 1.0 Project Characteristics Utility Company Southern California Edison 2021Operational Year CO2 Intensity (lb/MWhr) 702.44 0.029CH4 Intensity (lb/MWhr) 0.006N2O Intensity (lb/MWhr) Victoria Residential San Bernardino-South Coast County, Summer CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:38 PMPage 1 of 27 Victoria Residential - San Bernardino-South Coast County, Summer Project Characteristics - Land Use - Construction Phase - Woodstoves - Information provided by client Area Mitigation - WGSP MM#1 Construction Off-road Equipment Mitigation - WPSP EIR MM#C-2 Mobile Land Use Mitigation - Water Mitigation - Table Name Column Name Default Value New Value tblAreaMitigation UseLowVOCPaintResidentialExteriorValu e 50 10 tblAreaMitigation UseLowVOCPaintResidentialInteriorValue 50 10 tblConstDustMitigation WaterUnpavedRoadVehicleSpeed 0 15 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 2.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 4.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 9.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 2.00 tblConstEquipMitigation OxidationCatalyst 0.00 40.00 tblConstEquipMitigation OxidationCatalyst 0.00 40.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:38 PMPage 2 of 27 Victoria Residential - San Bernardino-South Coast County, Summer 2.0 Emissions Summary tblConstEquipMitigation OxidationCatalyst 0.00 40.00 tblConstEquipMitigation OxidationCatalyst 0.00 40.00 tblConstEquipMitigation OxidationCatalyst 0.00 40.00 tblConstEquipMitigation OxidationCatalyst 0.00 40.00 tblConstEquipMitigation Tier No Change Tier 4 Final tblConstEquipMitigation Tier No Change Tier 4 Final tblConstEquipMitigation Tier No Change Tier 4 Final tblConstEquipMitigation Tier No Change Tier 4 Final tblConstEquipMitigation Tier No Change Tier 4 Final tblConstEquipMitigation Tier No Change Tier 4 Final tblFireplaces NumberGas 164.05 0.00 tblFireplaces NumberNoFireplace 19.30 193.00 tblFireplaces NumberWood 9.65 0.00 tblWoodstoves NumberCatalytic 9.65 0.00 tblWoodstoves NumberNoncatalytic 9.65 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:38 PMPage 3 of 27 Victoria Residential - San Bernardino-South Coast County, Summer 2.1 Overall Construction (Maximum Daily Emission) ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Year lb/day lb/day 2019 4.8575 54.5991 34.3737 0.0643 18.2675 2.3917 20.6592 9.9840 2.2004 12.1844 0.0000 6,373.302 7 6,373.302 7 1.9505 0.0000 6,422.064 2 2020 61.4689 22.2336 23.9531 0.0501 1.7968 1.1395 2.9363 0.4800 1.0714 1.5514 0.0000 4,900.930 0 4,900.930 0 0.7192 0.0000 4,918.884 3 Maximum 61.4689 54.5991 34.3737 0.0643 18.2675 2.3917 20.6592 9.9840 2.2004 12.1844 0.0000 6,373.302 7 6,373.302 7 1.9505 0.0000 6,422.064 2 Unmitigated Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Year lb/day lb/day 2019 2.4284 13.4508 33.9961 0.0643 6.8948 0.6890 6.9054 3.9263 0.6609 3.9369 0.0000 6,373.302 7 6,373.302 7 1.9505 0.0000 6,422.064 1 2020 61.4689 14.1181 24.5402 0.0501 1.7968 0.7539 2.3956 0.4800 0.6936 1.0543 0.0000 4,900.930 0 4,900.930 0 0.7192 0.0000 4,918.884 3 Maximum 61.4689 14.1181 33.9961 0.0643 6.8948 0.7539 6.9054 3.9263 0.6936 3.9369 0.0000 6,373.302 7 6,373.302 7 1.9505 0.0000 6,422.064 1 Mitigated Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 3.66 64.12 -0.36 0.00 56.68 59.14 60.58 57.89 58.60 63.66 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:38 PMPage 4 of 27 Victoria Residential - San Bernardino-South Coast County, Summer 2.2 Overall Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Area 4.6690 0.1842 15.9592 8.4000e- 004 0.0880 0.0880 0.0880 0.0880 0.0000 28.6745 28.6745 0.0278 0.0000 29.3694 Energy 0.1307 1.1173 0.4808 7.1300e- 003 0.0903 0.0903 0.0903 0.0903 1,425.349 4 1,425.349 4 0.0273 0.0261 1,433.819 5 Mobile 3.7446 23.5358 42.6347 0.1577 11.2118 0.1097 11.3215 3.0003 0.1029 3.1032 16,079.08 28 16,079.08 28 0.8256 16,099.72 37 Total 8.5442 24.8373 59.0747 0.1657 11.2118 0.2880 11.4998 3.0003 0.2811 3.2814 0.0000 17,533.10 68 17,533.10 68 0.8808 0.0261 17,562.91 26 Unmitigated Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Area 4.4043 0.1842 15.9592 8.4000e- 004 0.0880 0.0880 0.0880 0.0880 0.0000 28.6745 28.6745 0.0278 0.0000 29.3694 Energy 0.1307 1.1173 0.4808 7.1300e- 003 0.0903 0.0903 0.0903 0.0903 1,425.349 4 1,425.349 4 0.0273 0.0261 1,433.819 5 Mobile 3.7016 23.1888 41.4431 0.1531 10.8357 0.1064 10.9422 2.8997 0.0998 2.9995 15,607.38 19 15,607.38 19 0.8094 15,627.61 80 Total 8.2365 24.4903 57.8831 0.1610 10.8357 0.2847 11.1204 2.8997 0.2780 3.1777 0.0000 17,061.40 58 17,061.40 58 0.8646 0.0261 17,090.80 69 Mitigated Operational CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:38 PMPage 5 of 27 Victoria Residential - San Bernardino-South Coast County, Summer 3.0 Construction Detail Construction Phase Phase Number Phase Name Phase Type Start Date End Date Num Days Week Num Days Phase Description 1 Site Preparation Site Preparation 1/9/2019 1/22/2019 5 10 2 Grading Grading 1/23/2019 3/5/2019 5 30 3 Building Construction Building Construction 3/6/2019 4/28/2020 5 300 4 Paving Paving 4/29/2020 5/26/2020 5 20 5 Architectural Coating Architectural Coating 5/27/2020 6/23/2020 5 20 OffRoad Equipment ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 3.60 1.40 2.02 2.80 3.35 1.15 3.30 3.35 1.10 3.16 0.00 2.69 2.69 1.84 0.00 2.69 Residential Indoor: 390,825; Residential Outdoor: 130,275; Non-Residential Indoor: 2,220; Non-Residential Outdoor: 740; Striped Parking Area: 0 (Architectural Coating ±sqft) Acres of Grading (Site Preparation Phase): 0 Acres of Grading (Grading Phase): 75 Acres of Paving: 0 CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:38 PMPage 6 of 27 Victoria Residential - San Bernardino-South Coast County, Summer Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Architectural Coating Air Compressors 1 6.00 78 0.48 Grading Excavators 2 8.00 158 0.38 Building Construction Cranes 1 7.00 231 0.29 Building Construction Forklifts 3 8.00 89 0.20 Building Construction Generator Sets 1 8.00 84 0.74 Paving Pavers 2 8.00 130 0.42 Paving Rollers 2 8.00 80 0.38 Grading Rubber Tired Dozers 1 8.00 247 0.40 Building Construction Tractors/Loaders/Backhoes 3 7.00 97 0.37 Grading Graders 1 8.00 187 0.41 Grading Tractors/Loaders/Backhoes 2 8.00 97 0.37 Paving Paving Equipment 2 8.00 132 0.36 Site Preparation Tractors/Loaders/Backhoes 4 8.00 97 0.37 Site Preparation Rubber Tired Dozers 3 8.00 247 0.40 Grading Scrapers 2 8.00 367 0.48 Building Construction Welders 1 8.00 46 0.45 Trips and VMT Phase Name Offroad Equipment Count Worker Trip Number Vendor Trip Number Hauling Trip Number Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vehicle Class Vendor Vehicle Class Hauling Vehicle Class Site Preparation 7 18.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Grading 8 20.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 147.00 24.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Paving 6 15.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 29.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:38 PMPage 7 of 27 Victoria Residential - San Bernardino-South Coast County, Summer 3.2 Site Preparation - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 18.0663 0.0000 18.0663 9.9307 0.0000 9.9307 0.0000 0.0000 Off-Road 4.3350 45.5727 22.0630 0.0380 2.3904 2.3904 2.1991 2.1991 3,766.452 9 3,766.452 9 1.1917 3,796.244 5 Total 4.3350 45.5727 22.0630 0.0380 18.0663 2.3904 20.4566 9.9307 2.1991 12.1298 3,766.452 9 3,766.452 9 1.1917 3,796.244 5 Unmitigated Construction On-Site 3.1 Mitigation Measures Construction Use Cleaner Engines for Construction Equipment Use DPF for Construction Equipment Use Oxidation Catalyst for Construction Equipment Replace Ground Cover Water Exposed Area Reduce Vehicle Speed on Unpaved Roads CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:38 PMPage 8 of 27 Victoria Residential - San Bernardino-South Coast County, Summer 3.2 Site Preparation - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.1067 0.0710 0.8973 2.1100e- 003 0.2012 1.3500e- 003 0.2026 0.0534 1.2500e- 003 0.0546 209.9549 209.9549 7.0400e- 003 210.1309 Total 0.1067 0.0710 0.8973 2.1100e- 003 0.2012 1.3500e- 003 0.2026 0.0534 1.2500e- 003 0.0546 209.9549 209.9549 7.0400e- 003 210.1309 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 6.6936 0.0000 6.6936 3.8730 0.0000 3.8730 0.0000 0.0000 Off-Road 0.4656 1.2105 20.8690 0.0380 9.3100e- 003 9.3100e- 003 9.3100e- 003 9.3100e- 003 0.0000 3,766.452 9 3,766.452 9 1.1917 3,796.244 5 Total 0.4656 1.2105 20.8690 0.0380 6.6936 9.3100e- 003 6.7029 3.8730 9.3100e- 003 3.8823 0.0000 3,766.452 9 3,766.452 9 1.1917 3,796.244 5 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:38 PMPage 9 of 27 Victoria Residential - San Bernardino-South Coast County, Summer 3.2 Site Preparation - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.1067 0.0710 0.8973 2.1100e- 003 0.2012 1.3500e- 003 0.2026 0.0534 1.2500e- 003 0.0546 209.9549 209.9549 7.0400e- 003 210.1309 Total 0.1067 0.0710 0.8973 2.1100e- 003 0.2012 1.3500e- 003 0.2026 0.0534 1.2500e- 003 0.0546 209.9549 209.9549 7.0400e- 003 210.1309 Mitigated Construction Off-Site 3.3 Grading - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 8.6733 0.0000 8.6733 3.5965 0.0000 3.5965 0.0000 0.0000 Off-Road 4.7389 54.5202 33.3768 0.0620 2.3827 2.3827 2.1920 2.1920 6,140.019 5 6,140.019 5 1.9426 6,188.585 4 Total 4.7389 54.5202 33.3768 0.0620 8.6733 2.3827 11.0560 3.5965 2.1920 5.7885 6,140.019 5 6,140.019 5 1.9426 6,188.585 4 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:38 PMPage 10 of 27 Victoria Residential - San Bernardino-South Coast County, Summer 3.3 Grading - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.1186 0.0789 0.9970 2.3400e- 003 0.2236 1.5000e- 003 0.2251 0.0593 1.3800e- 003 0.0607 233.2832 233.2832 7.8200e- 003 233.4787 Total 0.1186 0.0789 0.9970 2.3400e- 003 0.2236 1.5000e- 003 0.2251 0.0593 1.3800e- 003 0.0607 233.2832 233.2832 7.8200e- 003 233.4787 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 3.2135 0.0000 3.2135 1.4026 0.0000 1.4026 0.0000 0.0000 Off-Road 0.7616 1.9800 32.9991 0.0620 0.0152 0.0152 0.0152 0.0152 0.0000 6,140.019 5 6,140.019 5 1.9426 6,188.585 4 Total 0.7616 1.9800 32.9991 0.0620 3.2135 0.0152 3.2287 1.4026 0.0152 1.4179 0.0000 6,140.019 5 6,140.019 5 1.9426 6,188.585 4 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:38 PMPage 11 of 27 Victoria Residential - San Bernardino-South Coast County, Summer 3.3 Grading - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.1186 0.0789 0.9970 2.3400e- 003 0.2236 1.5000e- 003 0.2251 0.0593 1.3800e- 003 0.0607 233.2832 233.2832 7.8200e- 003 233.4787 Total 0.1186 0.0789 0.9970 2.3400e- 003 0.2236 1.5000e- 003 0.2251 0.0593 1.3800e- 003 0.0607 233.2832 233.2832 7.8200e- 003 233.4787 Mitigated Construction Off-Site 3.4 Building Construction - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 2.3612 21.0788 17.1638 0.0269 1.2899 1.2899 1.2127 1.2127 2,591.580 2 2,591.580 2 0.6313 2,607.363 5 Total 2.3612 21.0788 17.1638 0.0269 1.2899 1.2899 1.2127 1.2127 2,591.580 2 2,591.580 2 0.6313 2,607.363 5 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:38 PMPage 12 of 27 Victoria Residential - San Bernardino-South Coast County, Summer 3.4 Building Construction - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0861 2.7635 0.5620 6.5600e- 003 0.1537 0.0173 0.1710 0.0443 0.0165 0.0608 691.3145 691.3145 0.0468 692.4831 Worker 0.8716 0.5797 7.3277 0.0172 1.6431 0.0111 1.6542 0.4358 0.0102 0.4459 1,714.631 4 1,714.631 4 0.0575 1,716.068 7 Total 0.9576 3.3432 7.8896 0.0238 1.7968 0.0283 1.8252 0.4800 0.0267 0.5067 2,405.945 9 2,405.945 9 0.1042 2,408.551 9 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.4707 10.1076 17.5352 0.0269 0.6607 0.6607 0.6341 0.6341 0.0000 2,591.580 2 2,591.580 2 0.6313 2,607.363 5 Total 1.4707 10.1076 17.5352 0.0269 0.6607 0.6607 0.6341 0.6341 0.0000 2,591.580 2 2,591.580 2 0.6313 2,607.363 5 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:38 PMPage 13 of 27 Victoria Residential - San Bernardino-South Coast County, Summer 3.4 Building Construction - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0861 2.7635 0.5620 6.5600e- 003 0.1537 0.0173 0.1710 0.0443 0.0165 0.0608 691.3145 691.3145 0.0468 692.4831 Worker 0.8716 0.5797 7.3277 0.0172 1.6431 0.0111 1.6542 0.4358 0.0102 0.4459 1,714.631 4 1,714.631 4 0.0575 1,716.068 7 Total 0.9576 3.3432 7.8896 0.0238 1.7968 0.0283 1.8252 0.4800 0.0267 0.5067 2,405.945 9 2,405.945 9 0.1042 2,408.551 9 Mitigated Construction Off-Site 3.4 Building Construction - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 2.1198 19.1860 16.8485 0.0269 1.1171 1.1171 1.0503 1.0503 2,553.063 1 2,553.063 1 0.6229 2,568.634 5 Total 2.1198 19.1860 16.8485 0.0269 1.1171 1.1171 1.0503 1.0503 2,553.063 1 2,553.063 1 0.6229 2,568.634 5 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:38 PMPage 14 of 27 Victoria Residential - San Bernardino-South Coast County, Summer 3.4 Building Construction - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0729 2.5327 0.4936 6.5100e- 003 0.1537 0.0117 0.1654 0.0443 0.0112 0.0554 686.6433 686.6433 0.0446 687.7583 Worker 0.8023 0.5149 6.6110 0.0167 1.6431 0.0108 1.6539 0.4358 9.9200e- 003 0.4457 1,661.223 7 1,661.223 7 0.0507 1,662.491 5 Total 0.8752 3.0476 7.1046 0.0232 1.7968 0.0224 1.8193 0.4800 0.0211 0.5011 2,347.867 0 2,347.867 0 0.0953 2,350.249 8 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.3349 9.3629 17.4357 0.0269 0.5764 0.5764 0.5532 0.5532 0.0000 2,553.063 1 2,553.063 1 0.6229 2,568.634 5 Total 1.3349 9.3629 17.4357 0.0269 0.5764 0.5764 0.5532 0.5532 0.0000 2,553.063 1 2,553.063 1 0.6229 2,568.634 5 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:38 PMPage 15 of 27 Victoria Residential - San Bernardino-South Coast County, Summer 3.4 Building Construction - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0729 2.5327 0.4936 6.5100e- 003 0.1537 0.0117 0.1654 0.0443 0.0112 0.0554 686.6433 686.6433 0.0446 687.7583 Worker 0.8023 0.5149 6.6110 0.0167 1.6431 0.0108 1.6539 0.4358 9.9200e- 003 0.4457 1,661.223 7 1,661.223 7 0.0507 1,662.491 5 Total 0.8752 3.0476 7.1046 0.0232 1.7968 0.0224 1.8193 0.4800 0.0211 0.5011 2,347.867 0 2,347.867 0 0.0953 2,350.249 8 Mitigated Construction Off-Site 3.5 Paving - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.3566 14.0656 14.6521 0.0228 0.7528 0.7528 0.6926 0.6926 2,207.733 4 2,207.733 4 0.7140 2,225.584 1 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.3566 14.0656 14.6521 0.0228 0.7528 0.7528 0.6926 0.6926 2,207.733 4 2,207.733 4 0.7140 2,225.584 1 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:38 PMPage 16 of 27 Victoria Residential - San Bernardino-South Coast County, Summer 3.5 Paving - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0819 0.0525 0.6746 1.7000e- 003 0.1677 1.1000e- 003 0.1688 0.0445 1.0100e- 003 0.0455 169.5126 169.5126 5.1700e- 003 169.6420 Total 0.0819 0.0525 0.6746 1.7000e- 003 0.1677 1.1000e- 003 0.1688 0.0445 1.0100e- 003 0.0455 169.5126 169.5126 5.1700e- 003 169.6420 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.3566 14.0656 14.6521 0.0228 0.7528 0.7528 0.6926 0.6926 0.0000 2,207.733 4 2,207.733 4 0.7140 2,225.584 1 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.3566 14.0656 14.6521 0.0228 0.7528 0.7528 0.6926 0.6926 0.0000 2,207.733 4 2,207.733 4 0.7140 2,225.584 1 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:38 PMPage 17 of 27 Victoria Residential - San Bernardino-South Coast County, Summer 3.5 Paving - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0819 0.0525 0.6746 1.7000e- 003 0.1677 1.1000e- 003 0.1688 0.0445 1.0100e- 003 0.0455 169.5126 169.5126 5.1700e- 003 169.6420 Total 0.0819 0.0525 0.6746 1.7000e- 003 0.1677 1.1000e- 003 0.1688 0.0445 1.0100e- 003 0.0455 169.5126 169.5126 5.1700e- 003 169.6420 Mitigated Construction Off-Site 3.6 Architectural Coating - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 61.0684 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.2422 1.6838 1.8314 2.9700e- 003 0.1109 0.1109 0.1109 0.1109 281.4481 281.4481 0.0218 281.9928 Total 61.3106 1.6838 1.8314 2.9700e- 003 0.1109 0.1109 0.1109 0.1109 281.4481 281.4481 0.0218 281.9928 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:38 PMPage 18 of 27 Victoria Residential - San Bernardino-South Coast County, Summer 3.6 Architectural Coating - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.1583 0.1016 1.3042 3.2900e- 003 0.3242 2.1200e- 003 0.3263 0.0860 1.9600e- 003 0.0879 327.7244 327.7244 0.0100 327.9745 Total 0.1583 0.1016 1.3042 3.2900e- 003 0.3242 2.1200e- 003 0.3263 0.0860 1.9600e- 003 0.0879 327.7244 327.7244 0.0100 327.9745 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 61.0684 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.2422 1.6838 1.8314 2.9700e- 003 0.1109 0.1109 0.1109 0.1109 0.0000 281.4481 281.4481 0.0218 281.9928 Total 61.3106 1.6838 1.8314 2.9700e- 003 0.1109 0.1109 0.1109 0.1109 0.0000 281.4481 281.4481 0.0218 281.9928 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:38 PMPage 19 of 27 Victoria Residential - San Bernardino-South Coast County, Summer 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile Increase Density Improve Pedestrian Network 3.6 Architectural Coating - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.1583 0.1016 1.3042 3.2900e- 003 0.3242 2.1200e- 003 0.3263 0.0860 1.9600e- 003 0.0879 327.7244 327.7244 0.0100 327.9745 Total 0.1583 0.1016 1.3042 3.2900e- 003 0.3242 2.1200e- 003 0.3263 0.0860 1.9600e- 003 0.0879 327.7244 327.7244 0.0100 327.9745 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:38 PMPage 20 of 27 Victoria Residential - San Bernardino-South Coast County, Summer ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Mitigated 3.7016 23.1888 41.4431 0.1531 10.8357 0.1064 10.9422 2.8997 0.0998 2.9995 15,607.38 19 15,607.38 19 0.8094 15,627.61 80 Unmitigated 3.7446 23.5358 42.6347 0.1577 11.2118 0.1097 11.3215 3.0003 0.1029 3.1032 16,079.08 28 16,079.08 28 0.8256 16,099.72 37 4.2 Trip Summary Information 4.3 Trip Type Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT Condo/Townhouse 1,121.33 1,094.31 934.12 3,727,175 3,602,168 Racquet Club 20.76 31.60 25.75 46,953 45,378 Recreational Swimming Pool 559.38 150.51 224.94 1,103,764 1,066,745 Total 1,701.48 1,276.42 1,184.82 4,877,893 4,714,291 Miles Trip %Trip Purpose % Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Condo/Townhouse 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 Racquet Club 16.60 8.40 6.90 11.50 69.50 19.00 52 39 9 Recreational Swimming Pool 16.60 8.40 6.90 33.00 48.00 19.00 52 39 9 4.4 Fleet Mix CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:38 PMPage 21 of 27 Victoria Residential - San Bernardino-South Coast County, Summer 5.0 Energy Detail ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day NaturalGas Mitigated 0.1307 1.1173 0.4808 7.1300e- 003 0.0903 0.0903 0.0903 0.0903 1,425.349 4 1,425.349 4 0.0273 0.0261 1,433.819 5 NaturalGas Unmitigated 0.1307 1.1173 0.4808 7.1300e- 003 0.0903 0.0903 0.0903 0.0903 1,425.349 4 1,425.349 4 0.0273 0.0261 1,433.819 5 5.1 Mitigation Measures Energy Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Condo/Townhouse 0.549952 0.037123 0.179649 0.119457 0.017229 0.005267 0.017877 0.062669 0.001348 0.001607 0.006000 0.000812 0.001010 Racquet Club 0.549952 0.037123 0.179649 0.119457 0.017229 0.005267 0.017877 0.062669 0.001348 0.001607 0.006000 0.000812 0.001010 Recreational Swimming Pool 0.549952 0.037123 0.179649 0.119457 0.017229 0.005267 0.017877 0.062669 0.001348 0.001607 0.006000 0.000812 0.001010 Historical Energy Use: N CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:38 PMPage 22 of 27 Victoria Residential - San Bernardino-South Coast County, Summer 6.0 Area Detail 5.2 Energy by Land Use - NaturalGas NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Land Use kBTU/yr lb/day lb/day Condo/Townhous e 11983.7 0.1292 1.1044 0.4700 7.0500e- 003 0.0893 0.0893 0.0893 0.0893 1,409.850 5 1,409.850 5 0.0270 0.0259 1,418.228 6 Racquet Club 131.74 1.4200e- 003 0.0129 0.0109 8.0000e- 005 9.8000e- 004 9.8000e- 004 9.8000e- 004 9.8000e- 004 15.4989 15.4989 3.0000e- 004 2.8000e- 004 15.5910 Recreational Swimming Pool 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.1307 1.1173 0.4808 7.1300e- 003 0.0903 0.0903 0.0903 0.0903 1,425.349 4 1,425.349 4 0.0273 0.0261 1,433.819 5 Unmitigated NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Land Use kBTU/yr lb/day lb/day Condo/Townhous e 11.9837 0.1292 1.1044 0.4700 7.0500e- 003 0.0893 0.0893 0.0893 0.0893 1,409.850 5 1,409.850 5 0.0270 0.0259 1,418.228 6 Racquet Club 0.13174 1.4200e- 003 0.0129 0.0109 8.0000e- 005 9.8000e- 004 9.8000e- 004 9.8000e- 004 9.8000e- 004 15.4989 15.4989 3.0000e- 004 2.8000e- 004 15.5910 Recreational Swimming Pool 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.1307 1.1173 0.4808 7.1300e- 003 0.0903 0.0903 0.0903 0.0903 1,425.349 4 1,425.349 4 0.0273 0.0261 1,433.819 5 Mitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:38 PMPage 23 of 27 Victoria Residential - San Bernardino-South Coast County, Summer Use Low VOC Paint - Residential Interior Use Low VOC Paint - Residential Exterior No Hearths Installed Use Low VOC Cleaning Supplies 6.1 Mitigation Measures Area 6.0 Area Detail ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Mitigated 4.4043 0.1842 15.9592 8.4000e- 004 0.0880 0.0880 0.0880 0.0880 0.0000 28.6745 28.6745 0.0278 0.0000 29.3694 Unmitigated 4.6690 0.1842 15.9592 8.4000e- 004 0.0880 0.0880 0.0880 0.0880 0.0000 28.6745 28.6745 0.0278 0.0000 29.3694 CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:38 PMPage 24 of 27 Victoria Residential - San Bernardino-South Coast County, Summer 6.2 Area by SubCategory ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e SubCategory lb/day lb/day Architectural Coating 0.3346 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 3.8507 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 0.4837 0.1842 15.9592 8.4000e- 004 0.0880 0.0880 0.0880 0.0880 28.6745 28.6745 0.0278 29.3694 Total 4.6690 0.1842 15.9592 8.4000e- 004 0.0880 0.0880 0.0880 0.0880 0.0000 28.6745 28.6745 0.0278 0.0000 29.3694 Unmitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:38 PMPage 25 of 27 Victoria Residential - San Bernardino-South Coast County, Summer 8.1 Mitigation Measures Waste Use Reclaimed Water 7.1 Mitigation Measures Water 7.0 Water Detail 8.0 Waste Detail 6.2 Area by SubCategory ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e SubCategory lb/day lb/day Architectural Coating 0.0699 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 3.8507 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 0.4837 0.1842 15.9592 8.4000e- 004 0.0880 0.0880 0.0880 0.0880 28.6745 28.6745 0.0278 29.3694 Total 4.4043 0.1842 15.9592 8.4000e- 004 0.0880 0.0880 0.0880 0.0880 0.0000 28.6745 28.6745 0.0278 0.0000 29.3694 Mitigated 9.0 Operational Offroad Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:38 PMPage 26 of 27 Victoria Residential - San Bernardino-South Coast County, Summer 11.0 Vegetation 10.0 Stationary Equipment Fire Pumps and Emergency Generators Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment Equipment Type Number CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:38 PMPage 27 of 27 Victoria Residential - San Bernardino-South Coast County, Summer 1.1 Land Usage Land Uses Size Metric Lot Acreage Floor Surface Area Population Condo/Townhouse 193.00 Dwelling Unit 12.06 193,000.00 552 Recreational Swimming Pool 16.54 1000sqft 0.38 16,540.00 0 Racquet Club 1.48 1000sqft 0.03 1,480.00 0 1.2 Other Project Characteristics Urbanization Climate Zone Urban 10 Wind Speed (m/s)Precipitation Freq (Days)2.2 32 1.3 User Entered Comments & Non-Default Data 1.0 Project Characteristics Utility Company Southern California Edison 2021Operational Year CO2 Intensity (lb/MWhr) 702.44 0.029CH4 Intensity (lb/MWhr) 0.006N2O Intensity (lb/MWhr) Victoria Residential San Bernardino-South Coast County, Winter CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:39 PMPage 1 of 27 Victoria Residential - San Bernardino-South Coast County, Winter Project Characteristics - Land Use - Construction Phase - Woodstoves - Information provided by client Area Mitigation - WGSP MM#1 Construction Off-road Equipment Mitigation - WPSP EIR MM#C-2 Mobile Land Use Mitigation - Water Mitigation - Table Name Column Name Default Value New Value tblAreaMitigation UseLowVOCPaintResidentialExteriorValu e 50 10 tblAreaMitigation UseLowVOCPaintResidentialInteriorValue 50 10 tblConstDustMitigation WaterUnpavedRoadVehicleSpeed 0 15 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 2.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 4.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 9.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 2.00 tblConstEquipMitigation OxidationCatalyst 0.00 40.00 tblConstEquipMitigation OxidationCatalyst 0.00 40.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:39 PMPage 2 of 27 Victoria Residential - San Bernardino-South Coast County, Winter 2.0 Emissions Summary tblConstEquipMitigation OxidationCatalyst 0.00 40.00 tblConstEquipMitigation OxidationCatalyst 0.00 40.00 tblConstEquipMitigation OxidationCatalyst 0.00 40.00 tblConstEquipMitigation OxidationCatalyst 0.00 40.00 tblConstEquipMitigation Tier No Change Tier 4 Final tblConstEquipMitigation Tier No Change Tier 4 Final tblConstEquipMitigation Tier No Change Tier 4 Final tblConstEquipMitigation Tier No Change Tier 4 Final tblConstEquipMitigation Tier No Change Tier 4 Final tblConstEquipMitigation Tier No Change Tier 4 Final tblFireplaces NumberGas 164.05 0.00 tblFireplaces NumberNoFireplace 19.30 193.00 tblFireplaces NumberWood 9.65 0.00 tblWoodstoves NumberCatalytic 9.65 0.00 tblWoodstoves NumberNoncatalytic 9.65 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:39 PMPage 3 of 27 Victoria Residential - San Bernardino-South Coast County, Winter 2.1 Overall Construction (Maximum Daily Emission) ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Year lb/day lb/day 2019 4.8573 54.6032 34.1977 0.0641 18.2675 2.3917 20.6592 9.9840 2.2004 12.1844 0.0000 6,349.295 6 6,349.295 6 1.9495 0.0000 6,398.033 2 2020 61.4690 22.2400 22.8540 0.0481 1.7968 1.1396 2.9365 0.4800 1.0715 1.5516 0.0000 4,703.275 5 4,703.275 5 0.7186 0.0000 4,721.191 9 Maximum 61.4690 54.6032 34.1977 0.0641 18.2675 2.3917 20.6592 9.9840 2.2004 12.1844 0.0000 6,349.295 6 6,349.295 6 1.9495 0.0000 6,398.033 2 Unmitigated Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Year lb/day lb/day 2019 2.4313 13.4656 33.8201 0.0641 6.8948 0.6893 6.9054 3.9263 0.6611 3.9369 0.0000 6,349.295 6 6,349.295 6 1.9495 0.0000 6,398.033 2 2020 61.4690 14.1209 23.4412 0.0481 1.7968 0.7539 2.3958 0.4800 0.6936 1.0544 0.0000 4,703.275 5 4,703.275 5 0.7186 0.0000 4,721.191 9 Maximum 61.4690 14.1209 33.8201 0.0641 6.8948 0.7539 6.9054 3.9263 0.6936 3.9369 0.0000 6,349.295 6 6,349.295 6 1.9495 0.0000 6,398.033 2 Mitigated Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 3.66 64.10 -0.37 0.00 56.68 59.13 60.58 57.89 58.60 63.66 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:39 PMPage 4 of 27 Victoria Residential - San Bernardino-South Coast County, Winter 2.2 Overall Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Area 4.6690 0.1842 15.9592 8.4000e- 004 0.0880 0.0880 0.0880 0.0880 0.0000 28.6745 28.6745 0.0278 0.0000 29.3694 Energy 0.1307 1.1173 0.4808 7.1300e- 003 0.0903 0.0903 0.0903 0.0903 1,425.349 4 1,425.349 4 0.0273 0.0261 1,433.819 5 Mobile 3.2654 23.5664 37.5920 0.1452 11.2118 0.1107 11.3225 3.0003 0.1038 3.1041 14,824.75 27 14,824.75 27 0.8408 14,845.77 15 Total 8.0650 24.8679 54.0320 0.1532 11.2118 0.2890 11.5007 3.0003 0.2821 3.2824 0.0000 16,278.77 66 16,278.77 66 0.8959 0.0261 16,308.96 04 Unmitigated Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Area 4.4043 0.1842 15.9592 8.4000e- 004 0.0880 0.0880 0.0880 0.0880 0.0000 28.6745 28.6745 0.0278 0.0000 29.3694 Energy 0.1307 1.1173 0.4808 7.1300e- 003 0.0903 0.0903 0.0903 0.0903 1,425.349 4 1,425.349 4 0.0273 0.0261 1,433.819 5 Mobile 3.2249 23.2024 36.6232 0.1409 10.8357 0.1074 10.9432 2.8997 0.1007 3.0004 14,387.27 13 14,387.27 13 0.8256 14,407.91 20 Total 7.7599 24.5039 53.0632 0.1489 10.8357 0.2857 11.1214 2.8997 0.2790 3.1786 0.0000 15,841.29 52 15,841.29 52 0.8807 0.0261 15,871.10 09 Mitigated Operational CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:39 PMPage 5 of 27 Victoria Residential - San Bernardino-South Coast County, Winter 3.0 Construction Detail Construction Phase Phase Number Phase Name Phase Type Start Date End Date Num Days Week Num Days Phase Description 1 Site Preparation Site Preparation 1/9/2019 1/22/2019 5 10 2 Grading Grading 1/23/2019 3/5/2019 5 30 3 Building Construction Building Construction 3/6/2019 4/28/2020 5 300 4 Paving Paving 4/29/2020 5/26/2020 5 20 5 Architectural Coating Architectural Coating 5/27/2020 6/23/2020 5 20 OffRoad Equipment ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 3.78 1.46 1.79 2.81 3.35 1.14 3.30 3.35 1.10 3.16 0.00 2.69 2.69 1.69 0.00 2.68 Residential Indoor: 390,825; Residential Outdoor: 130,275; Non-Residential Indoor: 2,220; Non-Residential Outdoor: 740; Striped Parking Area: 0 (Architectural Coating ±sqft) Acres of Grading (Site Preparation Phase): 0 Acres of Grading (Grading Phase): 75 Acres of Paving: 0 CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:39 PMPage 6 of 27 Victoria Residential - San Bernardino-South Coast County, Winter Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Architectural Coating Air Compressors 1 6.00 78 0.48 Grading Excavators 2 8.00 158 0.38 Building Construction Cranes 1 7.00 231 0.29 Building Construction Forklifts 3 8.00 89 0.20 Building Construction Generator Sets 1 8.00 84 0.74 Paving Pavers 2 8.00 130 0.42 Paving Rollers 2 8.00 80 0.38 Grading Rubber Tired Dozers 1 8.00 247 0.40 Building Construction Tractors/Loaders/Backhoes 3 7.00 97 0.37 Grading Graders 1 8.00 187 0.41 Grading Tractors/Loaders/Backhoes 2 8.00 97 0.37 Paving Paving Equipment 2 8.00 132 0.36 Site Preparation Tractors/Loaders/Backhoes 4 8.00 97 0.37 Site Preparation Rubber Tired Dozers 3 8.00 247 0.40 Grading Scrapers 2 8.00 367 0.48 Building Construction Welders 1 8.00 46 0.45 Trips and VMT Phase Name Offroad Equipment Count Worker Trip Number Vendor Trip Number Hauling Trip Number Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vehicle Class Vendor Vehicle Class Hauling Vehicle Class Site Preparation 7 18.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Grading 8 20.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 147.00 24.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Paving 6 15.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 29.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:39 PMPage 7 of 27 Victoria Residential - San Bernardino-South Coast County, Winter 3.2 Site Preparation - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 18.0663 0.0000 18.0663 9.9307 0.0000 9.9307 0.0000 0.0000 Off-Road 4.3350 45.5727 22.0630 0.0380 2.3904 2.3904 2.1991 2.1991 3,766.452 9 3,766.452 9 1.1917 3,796.244 5 Total 4.3350 45.5727 22.0630 0.0380 18.0663 2.3904 20.4566 9.9307 2.1991 12.1298 3,766.452 9 3,766.452 9 1.1917 3,796.244 5 Unmitigated Construction On-Site 3.1 Mitigation Measures Construction Use Cleaner Engines for Construction Equipment Use DPF for Construction Equipment Use Oxidation Catalyst for Construction Equipment Replace Ground Cover Water Exposed Area Reduce Vehicle Speed on Unpaved Roads CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:39 PMPage 8 of 27 Victoria Residential - San Bernardino-South Coast County, Winter 3.2 Site Preparation - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.1066 0.0747 0.7388 1.8900e- 003 0.2012 1.3500e- 003 0.2026 0.0534 1.2500e- 003 0.0546 188.3485 188.3485 6.1800e- 003 188.5030 Total 0.1066 0.0747 0.7388 1.8900e- 003 0.2012 1.3500e- 003 0.2026 0.0534 1.2500e- 003 0.0546 188.3485 188.3485 6.1800e- 003 188.5030 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 6.6936 0.0000 6.6936 3.8730 0.0000 3.8730 0.0000 0.0000 Off-Road 0.4656 1.2105 20.8690 0.0380 9.3100e- 003 9.3100e- 003 9.3100e- 003 9.3100e- 003 0.0000 3,766.452 9 3,766.452 9 1.1917 3,796.244 5 Total 0.4656 1.2105 20.8690 0.0380 6.6936 9.3100e- 003 6.7029 3.8730 9.3100e- 003 3.8823 0.0000 3,766.452 9 3,766.452 9 1.1917 3,796.244 5 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:39 PMPage 9 of 27 Victoria Residential - San Bernardino-South Coast County, Winter 3.2 Site Preparation - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.1066 0.0747 0.7388 1.8900e- 003 0.2012 1.3500e- 003 0.2026 0.0534 1.2500e- 003 0.0546 188.3485 188.3485 6.1800e- 003 188.5030 Total 0.1066 0.0747 0.7388 1.8900e- 003 0.2012 1.3500e- 003 0.2026 0.0534 1.2500e- 003 0.0546 188.3485 188.3485 6.1800e- 003 188.5030 Mitigated Construction Off-Site 3.3 Grading - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 8.6733 0.0000 8.6733 3.5965 0.0000 3.5965 0.0000 0.0000 Off-Road 4.7389 54.5202 33.3768 0.0620 2.3827 2.3827 2.1920 2.1920 6,140.019 5 6,140.019 5 1.9426 6,188.585 4 Total 4.7389 54.5202 33.3768 0.0620 8.6733 2.3827 11.0560 3.5965 2.1920 5.7885 6,140.019 5 6,140.019 5 1.9426 6,188.585 4 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:39 PMPage 10 of 27 Victoria Residential - San Bernardino-South Coast County, Winter 3.3 Grading - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.1184 0.0830 0.8209 2.1000e- 003 0.2236 1.5000e- 003 0.2251 0.0593 1.3800e- 003 0.0607 209.2761 209.2761 6.8700e- 003 209.4478 Total 0.1184 0.0830 0.8209 2.1000e- 003 0.2236 1.5000e- 003 0.2251 0.0593 1.3800e- 003 0.0607 209.2761 209.2761 6.8700e- 003 209.4478 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 3.2135 0.0000 3.2135 1.4026 0.0000 1.4026 0.0000 0.0000 Off-Road 0.7616 1.9800 32.9991 0.0620 0.0152 0.0152 0.0152 0.0152 0.0000 6,140.019 5 6,140.019 5 1.9426 6,188.585 4 Total 0.7616 1.9800 32.9991 0.0620 3.2135 0.0152 3.2287 1.4026 0.0152 1.4179 0.0000 6,140.019 5 6,140.019 5 1.9426 6,188.585 4 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:39 PMPage 11 of 27 Victoria Residential - San Bernardino-South Coast County, Winter 3.3 Grading - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.1184 0.0830 0.8209 2.1000e- 003 0.2236 1.5000e- 003 0.2251 0.0593 1.3800e- 003 0.0607 209.2761 209.2761 6.8700e- 003 209.4478 Total 0.1184 0.0830 0.8209 2.1000e- 003 0.2236 1.5000e- 003 0.2251 0.0593 1.3800e- 003 0.0607 209.2761 209.2761 6.8700e- 003 209.4478 Mitigated Construction Off-Site 3.4 Building Construction - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 2.3612 21.0788 17.1638 0.0269 1.2899 1.2899 1.2127 1.2127 2,591.580 2 2,591.580 2 0.6313 2,607.363 5 Total 2.3612 21.0788 17.1638 0.0269 1.2899 1.2899 1.2127 1.2127 2,591.580 2 2,591.580 2 0.6313 2,607.363 5 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:39 PMPage 12 of 27 Victoria Residential - San Bernardino-South Coast County, Winter 3.4 Building Construction - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0904 2.7477 0.6462 6.3100e- 003 0.1537 0.0175 0.1712 0.0443 0.0168 0.0610 664.6777 664.6777 0.0516 665.9668 Worker 0.8702 0.6104 6.0338 0.0155 1.6431 0.0111 1.6542 0.4358 0.0102 0.4459 1,538.179 4 1,538.179 4 0.0505 1,539.441 0 Total 0.9606 3.3580 6.6800 0.0218 1.7968 0.0286 1.8254 0.4800 0.0269 0.5070 2,202.857 1 2,202.857 1 0.1020 2,205.407 8 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.4707 10.1076 17.5352 0.0269 0.6607 0.6607 0.6341 0.6341 0.0000 2,591.580 2 2,591.580 2 0.6313 2,607.363 5 Total 1.4707 10.1076 17.5352 0.0269 0.6607 0.6607 0.6341 0.6341 0.0000 2,591.580 2 2,591.580 2 0.6313 2,607.363 5 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:39 PMPage 13 of 27 Victoria Residential - San Bernardino-South Coast County, Winter 3.4 Building Construction - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0904 2.7477 0.6462 6.3100e- 003 0.1537 0.0175 0.1712 0.0443 0.0168 0.0610 664.6777 664.6777 0.0516 665.9668 Worker 0.8702 0.6104 6.0338 0.0155 1.6431 0.0111 1.6542 0.4358 0.0102 0.4459 1,538.179 4 1,538.179 4 0.0505 1,539.441 0 Total 0.9606 3.3580 6.6800 0.0218 1.7968 0.0286 1.8254 0.4800 0.0269 0.5070 2,202.857 1 2,202.857 1 0.1020 2,205.407 8 Mitigated Construction Off-Site 3.4 Building Construction - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 2.1198 19.1860 16.8485 0.0269 1.1171 1.1171 1.0503 1.0503 2,553.063 1 2,553.063 1 0.6229 2,568.634 5 Total 2.1198 19.1860 16.8485 0.0269 1.1171 1.1171 1.0503 1.0503 2,553.063 1 2,553.063 1 0.6229 2,568.634 5 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:39 PMPage 14 of 27 Victoria Residential - San Bernardino-South Coast County, Winter 3.4 Building Construction - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0768 2.5122 0.5721 6.2600e- 003 0.1537 0.0118 0.1655 0.0443 0.0113 0.0556 660.0003 660.0003 0.0493 661.2330 Worker 0.8027 0.5418 5.4335 0.0150 1.6431 0.0108 1.6539 0.4358 9.9200e- 003 0.4457 1,490.212 2 1,490.212 2 0.0445 1,491.324 4 Total 0.8796 3.0540 6.0055 0.0212 1.7968 0.0226 1.8194 0.4800 0.0212 0.5012 2,150.212 5 2,150.212 5 0.0938 2,152.557 4 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.3349 9.3629 17.4357 0.0269 0.5764 0.5764 0.5532 0.5532 0.0000 2,553.063 1 2,553.063 1 0.6229 2,568.634 5 Total 1.3349 9.3629 17.4357 0.0269 0.5764 0.5764 0.5532 0.5532 0.0000 2,553.063 1 2,553.063 1 0.6229 2,568.634 5 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:39 PMPage 15 of 27 Victoria Residential - San Bernardino-South Coast County, Winter 3.4 Building Construction - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0768 2.5122 0.5721 6.2600e- 003 0.1537 0.0118 0.1655 0.0443 0.0113 0.0556 660.0003 660.0003 0.0493 661.2330 Worker 0.8027 0.5418 5.4335 0.0150 1.6431 0.0108 1.6539 0.4358 9.9200e- 003 0.4457 1,490.212 2 1,490.212 2 0.0445 1,491.324 4 Total 0.8796 3.0540 6.0055 0.0212 1.7968 0.0226 1.8194 0.4800 0.0212 0.5012 2,150.212 5 2,150.212 5 0.0938 2,152.557 4 Mitigated Construction Off-Site 3.5 Paving - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.3566 14.0656 14.6521 0.0228 0.7528 0.7528 0.6926 0.6926 2,207.733 4 2,207.733 4 0.7140 2,225.584 1 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.3566 14.0656 14.6521 0.0228 0.7528 0.7528 0.6926 0.6926 2,207.733 4 2,207.733 4 0.7140 2,225.584 1 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:39 PMPage 16 of 27 Victoria Residential - San Bernardino-South Coast County, Winter 3.5 Paving - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0819 0.0553 0.5544 1.5300e- 003 0.1677 1.1000e- 003 0.1688 0.0445 1.0100e- 003 0.0455 152.0625 152.0625 4.5400e- 003 152.1760 Total 0.0819 0.0553 0.5544 1.5300e- 003 0.1677 1.1000e- 003 0.1688 0.0445 1.0100e- 003 0.0455 152.0625 152.0625 4.5400e- 003 152.1760 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.3566 14.0656 14.6521 0.0228 0.7528 0.7528 0.6926 0.6926 0.0000 2,207.733 4 2,207.733 4 0.7140 2,225.584 1 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.3566 14.0656 14.6521 0.0228 0.7528 0.7528 0.6926 0.6926 0.0000 2,207.733 4 2,207.733 4 0.7140 2,225.584 1 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:39 PMPage 17 of 27 Victoria Residential - San Bernardino-South Coast County, Winter 3.5 Paving - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0819 0.0553 0.5544 1.5300e- 003 0.1677 1.1000e- 003 0.1688 0.0445 1.0100e- 003 0.0455 152.0625 152.0625 4.5400e- 003 152.1760 Total 0.0819 0.0553 0.5544 1.5300e- 003 0.1677 1.1000e- 003 0.1688 0.0445 1.0100e- 003 0.0455 152.0625 152.0625 4.5400e- 003 152.1760 Mitigated Construction Off-Site 3.6 Architectural Coating - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 61.0684 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.2422 1.6838 1.8314 2.9700e- 003 0.1109 0.1109 0.1109 0.1109 281.4481 281.4481 0.0218 281.9928 Total 61.3106 1.6838 1.8314 2.9700e- 003 0.1109 0.1109 0.1109 0.1109 281.4481 281.4481 0.0218 281.9928 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:39 PMPage 18 of 27 Victoria Residential - San Bernardino-South Coast County, Winter 3.6 Architectural Coating - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.1584 0.1069 1.0719 2.9500e- 003 0.3242 2.1200e- 003 0.3263 0.0860 1.9600e- 003 0.0879 293.9874 293.9874 8.7800e- 003 294.2069 Total 0.1584 0.1069 1.0719 2.9500e- 003 0.3242 2.1200e- 003 0.3263 0.0860 1.9600e- 003 0.0879 293.9874 293.9874 8.7800e- 003 294.2069 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 61.0684 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.2422 1.6838 1.8314 2.9700e- 003 0.1109 0.1109 0.1109 0.1109 0.0000 281.4481 281.4481 0.0218 281.9928 Total 61.3106 1.6838 1.8314 2.9700e- 003 0.1109 0.1109 0.1109 0.1109 0.0000 281.4481 281.4481 0.0218 281.9928 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:39 PMPage 19 of 27 Victoria Residential - San Bernardino-South Coast County, Winter 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile Increase Density Improve Pedestrian Network 3.6 Architectural Coating - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.1584 0.1069 1.0719 2.9500e- 003 0.3242 2.1200e- 003 0.3263 0.0860 1.9600e- 003 0.0879 293.9874 293.9874 8.7800e- 003 294.2069 Total 0.1584 0.1069 1.0719 2.9500e- 003 0.3242 2.1200e- 003 0.3263 0.0860 1.9600e- 003 0.0879 293.9874 293.9874 8.7800e- 003 294.2069 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:39 PMPage 20 of 27 Victoria Residential - San Bernardino-South Coast County, Winter ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Mitigated 3.2249 23.2024 36.6232 0.1409 10.8357 0.1074 10.9432 2.8997 0.1007 3.0004 14,387.27 13 14,387.27 13 0.8256 14,407.91 20 Unmitigated 3.2654 23.5664 37.5920 0.1452 11.2118 0.1107 11.3225 3.0003 0.1038 3.1041 14,824.75 27 14,824.75 27 0.8408 14,845.77 15 4.2 Trip Summary Information 4.3 Trip Type Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT Condo/Townhouse 1,121.33 1,094.31 934.12 3,727,175 3,602,168 Racquet Club 20.76 31.60 25.75 46,953 45,378 Recreational Swimming Pool 559.38 150.51 224.94 1,103,764 1,066,745 Total 1,701.48 1,276.42 1,184.82 4,877,893 4,714,291 Miles Trip %Trip Purpose % Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Condo/Townhouse 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 Racquet Club 16.60 8.40 6.90 11.50 69.50 19.00 52 39 9 Recreational Swimming Pool 16.60 8.40 6.90 33.00 48.00 19.00 52 39 9 4.4 Fleet Mix CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:39 PMPage 21 of 27 Victoria Residential - San Bernardino-South Coast County, Winter 5.0 Energy Detail ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day NaturalGas Mitigated 0.1307 1.1173 0.4808 7.1300e- 003 0.0903 0.0903 0.0903 0.0903 1,425.349 4 1,425.349 4 0.0273 0.0261 1,433.819 5 NaturalGas Unmitigated 0.1307 1.1173 0.4808 7.1300e- 003 0.0903 0.0903 0.0903 0.0903 1,425.349 4 1,425.349 4 0.0273 0.0261 1,433.819 5 5.1 Mitigation Measures Energy Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Condo/Townhouse 0.549952 0.037123 0.179649 0.119457 0.017229 0.005267 0.017877 0.062669 0.001348 0.001607 0.006000 0.000812 0.001010 Racquet Club 0.549952 0.037123 0.179649 0.119457 0.017229 0.005267 0.017877 0.062669 0.001348 0.001607 0.006000 0.000812 0.001010 Recreational Swimming Pool 0.549952 0.037123 0.179649 0.119457 0.017229 0.005267 0.017877 0.062669 0.001348 0.001607 0.006000 0.000812 0.001010 Historical Energy Use: N CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:39 PMPage 22 of 27 Victoria Residential - San Bernardino-South Coast County, Winter 6.0 Area Detail 5.2 Energy by Land Use - NaturalGas NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Land Use kBTU/yr lb/day lb/day Condo/Townhous e 11983.7 0.1292 1.1044 0.4700 7.0500e- 003 0.0893 0.0893 0.0893 0.0893 1,409.850 5 1,409.850 5 0.0270 0.0259 1,418.228 6 Racquet Club 131.74 1.4200e- 003 0.0129 0.0109 8.0000e- 005 9.8000e- 004 9.8000e- 004 9.8000e- 004 9.8000e- 004 15.4989 15.4989 3.0000e- 004 2.8000e- 004 15.5910 Recreational Swimming Pool 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.1307 1.1173 0.4808 7.1300e- 003 0.0903 0.0903 0.0903 0.0903 1,425.349 4 1,425.349 4 0.0273 0.0261 1,433.819 5 Unmitigated NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Land Use kBTU/yr lb/day lb/day Condo/Townhous e 11.9837 0.1292 1.1044 0.4700 7.0500e- 003 0.0893 0.0893 0.0893 0.0893 1,409.850 5 1,409.850 5 0.0270 0.0259 1,418.228 6 Racquet Club 0.13174 1.4200e- 003 0.0129 0.0109 8.0000e- 005 9.8000e- 004 9.8000e- 004 9.8000e- 004 9.8000e- 004 15.4989 15.4989 3.0000e- 004 2.8000e- 004 15.5910 Recreational Swimming Pool 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.1307 1.1173 0.4808 7.1300e- 003 0.0903 0.0903 0.0903 0.0903 1,425.349 4 1,425.349 4 0.0273 0.0261 1,433.819 5 Mitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:39 PMPage 23 of 27 Victoria Residential - San Bernardino-South Coast County, Winter Use Low VOC Paint - Residential Interior Use Low VOC Paint - Residential Exterior No Hearths Installed Use Low VOC Cleaning Supplies 6.1 Mitigation Measures Area 6.0 Area Detail ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Mitigated 4.4043 0.1842 15.9592 8.4000e- 004 0.0880 0.0880 0.0880 0.0880 0.0000 28.6745 28.6745 0.0278 0.0000 29.3694 Unmitigated 4.6690 0.1842 15.9592 8.4000e- 004 0.0880 0.0880 0.0880 0.0880 0.0000 28.6745 28.6745 0.0278 0.0000 29.3694 CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:39 PMPage 24 of 27 Victoria Residential - San Bernardino-South Coast County, Winter 6.2 Area by SubCategory ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e SubCategory lb/day lb/day Architectural Coating 0.3346 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 3.8507 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 0.4837 0.1842 15.9592 8.4000e- 004 0.0880 0.0880 0.0880 0.0880 28.6745 28.6745 0.0278 29.3694 Total 4.6690 0.1842 15.9592 8.4000e- 004 0.0880 0.0880 0.0880 0.0880 0.0000 28.6745 28.6745 0.0278 0.0000 29.3694 Unmitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:39 PMPage 25 of 27 Victoria Residential - San Bernardino-South Coast County, Winter 8.1 Mitigation Measures Waste Use Reclaimed Water 7.1 Mitigation Measures Water 7.0 Water Detail 8.0 Waste Detail 6.2 Area by SubCategory ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e SubCategory lb/day lb/day Architectural Coating 0.0699 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 3.8507 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 0.4837 0.1842 15.9592 8.4000e- 004 0.0880 0.0880 0.0880 0.0880 28.6745 28.6745 0.0278 29.3694 Total 4.4043 0.1842 15.9592 8.4000e- 004 0.0880 0.0880 0.0880 0.0880 0.0000 28.6745 28.6745 0.0278 0.0000 29.3694 Mitigated 9.0 Operational Offroad Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:39 PMPage 26 of 27 Victoria Residential - San Bernardino-South Coast County, Winter 11.0 Vegetation 10.0 Stationary Equipment Fire Pumps and Emergency Generators Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment Equipment Type Number CalEEMod Version: CalEEMod.2016.3.2 Date: 1/9/2019 2:39 PMPage 27 of 27 Victoria Residential - San Bernardino-South Coast County, Winter