Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Fontana West End Temp Detention Basin
CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY DATE JOB NO. SHEET OF HYDROLOGY STUDY FOR T_EMP.DETlNT*lON BASIN • DATE LO CAT IOM - FONTANA WEST END :7/17/.87 3170 REDHILL AVENUE • COSTAMESA. CALIFORNIA 92626 -3428 • (714) 641 -8777 �� ,. :�✓ cr) LLJ T . •, Y r' Y 101 y' . A o All �LT) �I W I-WeIri drw s . N r -0vve/ Wow . ?4/trINJJ N 1 w 9 ` T .' zi e e` �� ,' i ` C► �T�1'pkn�, h f� I V " 1 , jj ®, � '�` ..+".IT �' F— \ -/ �p ^ $ ''�:, , i "' + y 0�� +',•i `� SOME 10 0, kb or A �, � r ��\ ,� � ,y . _ � �;4 �k� ;'e�• h � �. _ v1 F� I �AS � �, { p y. �^ � , v � l �� r " �3� ,� ����5 � ■ ?' 7� L ✓ -i. `"� �'�� .. : .�i •' ! a • " :A PP •. �4 / ",�„'. i 3 Z I I • I I I �£ � � ;',, ''• ?'� S' ',J ;' �''® � k' r' _ � y i l \ ` � .uuu/ � O ��, - - HLA'O/V - i .' i ° •+ i 1. 1 l� ��Y.O� K' � '/T�� � . y. � , 'G� .� .. �� %��' '\ � ' tai, t ^t i(p :"'•' � , .1� , 1 1 t• c � t �•ffi' 0 w a` /� vr{. u' ,. i ; ,_�'•!�� !i ..n... •q . c C s ;, e •.•.' �- �I � , -emu �/I, -' I , I.'Z'SZ21 f �Q ` � � �f,.e'• N. .1� � irJ ' �t5•_:2+lXI' L U noaHSts RS �. TP Z.0" L :L � �;1 \.�\ 1���•' r . ..,. ���� � ,�) .' ' A�� OP • � /'�1'r . 1 ' y �� . . • r ' � ,'� F- � V O _ �` ° \, .•' � ���'.�n� -, Lid 1 ' , iA � \ � ., .... .13��� n ��•� V m' v3tx[t raves es� I tRA Z @0£t \ \ qCT LLI Tac`Crce tcct� h a�• w ]3P07-4 4°' 1tgM � \ n.t"pAN ',• ` ; ,G y1R &E•f � r- 'fb — NlWlfiya5{ Lt�LIL 'iY�tiMiYitilY•tUWfJi�S�liti . ; PROJECT: Fo%t i R NR 1/.IFST Frt,.0) DATE: 5 / 0 M7 FOP_ lEM('_ P_G-ipeD /N G /3PStry ENGINEER: yc-N,r/ - N Ex ISTING Co 2 rT , o� 1. Enter the length of the longest watercourse (feet) 55 5° 2. Enter the length along the longest watershed watercourse measured from the point of concentration upstream to a point opposite the centroid of the watershed area (feet) 2s CD 3. Enter the difference in elevation between the most remote point in the watershed and the point of concentration (feet) 75 - 4. Enter the SBC basin factor 0 • 02 s 5. Enter the watershed area (acres) 274- 2 -r 6. Enter baseflow (cfs /square mile) a 7. Enter SBC S -Graph proportions (decimal) Valley Foothill Mountain Desert 8. Enter adjusted loss rate (inch/hour) F <? -S35 9. Enter low loss rate percentage (decimal) 7 O • S36 IooyK 10. Enter watershed area - averaged 5- minute point rainfall (inches)* O' 5 3 Enter watershed area - averaged 30- minute point rainfall (inches)* I - 02 Enter watershed area - averaged 1 -hour point rainfall (inches) * )-/LC Enter watershed area - averaged 3 -hour point rainfall (inches)* 2 bs Enter watershed area - averaged 6 -hour point rainfall (inches) * 3.87 Enter watershed area - averaged 24 -hour point rainfall (inches)* X 11. Enter 24 -hour storm unit interval (minutes) *Note: enter values unadjusted by depth -area factors SAN BERNARDINO COUNTY SYNTHETIC UNIT HYDR °GRAPH HYDROLOGY MANUAL INFORMATION FORM E- 34 FIGURE E -•10 PROJECT: FO N MNA, VV VEST E N- DATE: 5 / /41k7 FOP. TEMP. k'6T SASIN ENGINEER PP_ OP PROPOSE CONj-')IT /ON 1. Enter the length of the longest. watercourse (feet) SSSO 2. Enter the length along the longest watershed watercourse measured from the point of concentration upstream to a • point opposite the centroid of the watershed area (feet) 4 215 M 3. Enter the difference in elevation between the most remote point in the watershed and the point of concentration (feet) - 77 , 1 4. Enter the SBC basin factor - OIS 5. Enter the watershed area (arses) 6. Enter basef low (cfs /square mile) 7. Enter SBC S -Graph proportions (decimal) Valley Foothill Mountain Desert 8. Enter adjusted loss rate (inch/hour) 9. Enter low loss rate percentage (decimal) 100 yf-. 10. Enter watershed area - averaged 5- minute point rainfall (inches)* Enter watershed area - averaged 30- minute point rainfall (inches)* , Enter watershed area - averaged 1 -hour point rainfall (inches) * Enter watershed area - averaged 3 -hour point rainfall (inches) * Enter watershed area - averaged 6 -hour point rainfall (inches) * Enter watershed area - averaged 24 -hour point rainfall (inches) * 11. Enter 24 -hour storm unit interval (minutes) �i *Note: enter values unadjusted by depth -area factors ;i 274-2 -s 0 O - O t39 0.063 0.53 _ ORE; SAN !- 4S 2- 63 8 -� S SAN BERNARDINO COUNTY I SYNTHETIC UNIT HYOROGRAPH HYDROLOGY MANUAL INFORMATION FORM E -34 FIGURE E -10 g ot* CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY DATE JOB NO. SHEET OF r- ONrArq P, WELT E7-p Water shad � r_Kks7 - l"G Gt» blT - l*m L and U,4 SOV G vou�o i2= A 44- Rerv - i cuA arca = 0-9 R_T _ too + c R Ap 100 )c 0-!O t 4 A- 0 -90 F O- _ �p Cf — o- sgg- [ t — o- =©•53s P q-3 S = 1 000 _ to 7 ZLt " Point" uhf." RL to- t6 O 5.36 ,z - - 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 wag g 5�ov-0000� met CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING g 3170 REDHILL AVENUE • COSTAMESA. CALIFORNIA 92626 -3428 • (714) 641 -8777 w4e g 26"W40"t met "+ CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 3170 REDHILL AVENUE • COSTAMESA. CALIFORNIA 92626 -3428 • (714) 641 -8777 Ll E - 21 FIGURE E - 64 �II�.1Hp 0 Imm .� � son ■ Imm ■ ■ ■� SIMMEN �■u■.i■■ so ■o ::. �■■ 1711, % I��� �����I, n ■N ■ ■..■ /I■1■.I /I ■ - ■ ■ NEI .■ ■... ■■■ so n WA ■It. Ell no 0 M ir No M M HE ■ ■■� ■N ■ ■■■■■■■ ■ ■ ■I N ►I .Ie:� ' mom :. s� = m=��s��::MOR� ,, So .w ■.. = ■ ■■ =■,i=■■l■ USE ■ ■ Is ■ inn ■ ■■�ilsi�i ■ ■ i AEN � oil :.. �■■■� � ■■ ■ ■■T L :'��� ■ Fi■ A ■ I n 0 rr-m Ion No ow MOM WFAW W� L 111 VA m■ o ■ ■ ■t . , on ■ ■■ ■ w N �■ ■�■ N t71 Io ■- T1 ice■.■ . WAMWA ■.' EWA ■ E hVjA ' • M!WA�� RA - o - j 1�mmzl� =I FAI HE 7 fin E - 21 FIGURE E - 64 * ** UNIT - HYDROGRAPH PROGRAM: DISCUSSION * ** THE SAN BERNARDINO COUNTY UNIT HYDROGRAPH COMPUTER PROGRAM IS BASED ON THE 1983 SAN BERNARDINO COUNTY (SBC) HYDROLOGY MANUAL. TO USE THE PROGRAMS EFFECTIVELY, THE USER MUST KNOW THE THEORETICAL ASSUMPTIONS USED IN THIS HYDROLOGY MODEL OF RAINFALL /RUNOFF EVENTS. THE UNIT HYDROGRAPH PROCEDURE USES MODELS FOR RAINFALL PATTERNS, SOIL -LOSS CHARACTERISTICS, WATERSHED STREAMFLOW PATTERNS, AND OTHER VARIABLES WHICH ALL HAVE AN IMPACT ON THE OVERALL HYDROLOGY METHOD. THIS PROGRAM DISCUSSION WILL NOT ELABORATE ON EACH VARIABLE MODEL, BUT REFERS THE PROGRAM USER TO THE SBC HYDROLOGY MANUAL TO WHICH THIS COMPUTER PROGRAM PACKAGE IS BASED UPON. THE COMPUTER REQUESTS THE USER TO ENTER INFORMATION ABOUT THE STUDY WATERSHED AND THE PARTICULAR STORM BEING USED AS THE CRITICAL STORM PATTERN. THE NECESSARY WATERSHED INFORMATION WILL BE EXPLAINED BY EXAMPLE. POINT A - >* A WATERSHED IS SHOWN SCHEMATICALLY + + IN THE FIGURE AT LEFT. THE MAJOR + + WATERCOURSE IS SHOWN BY ". ", AND + + THE WATERCOURSE BOUNDARY IS SHOWN + X. + BY " +". THE MOST REMOTE POINT OF + + THE WATERSHED IS POINT "A" AND THE + + WATERSHED OUTLET IS POINT "B ". THE + + CENTROID(CENTER OF GRAVITY) OF THE + .+ WATERSHED IS SHOWN AT POINT "X ". POINT B -) * THE NEEDED WATERSHED GEOMETRY INFORMATION IS DEFINED AS FOLLOWS: {1} WATERCOURSE LENGTH: LENGTH(FEET) ALONG THE MAJOR WATERCOURSE. (2} LENGTH FROM CONCENTRATION POINT TO CENTROID: LENGTH(FEET) FROM POINT "B ", AS MEASURED ALONG THE WATERCOURSE, TO A POINT OPPOSITE POINT "X ". {3} ELEVATION VARIATION ALONG WATERCOURSE: DIFFERENCE IN ELEVATION (FEET) BETWEEN POINTS "A" AND "B ". THE TIME AT WHICH THE PEAK FLOODWAVE REACHES THE OUTLET DEPENDS ON SEVERAL FACTORS. THE COMPUTER MODEL IS BASED ON THE ASSUMPTIONS THAT ALL INFORMATION REGARDING THE ARRIVAL OF RUNOFF(CFS) AT THE OUTLET POINT CAN BE OBTAINED BY KNOWING THE AVERAGE WATERCOURSE SLOPE, THE AVERAGE VALUE OF THE WATERCOURSE FRICTION FACTOR, AND OTHER FACTORS WHICH ARE LUMPED INTO THE WATERSHED "LAG " - FACTOR. VARIOUS VALUES OF THE WATERSHED FRICTION FACTOR ARE GIVEN IN THE COMPUTER PROGRAM AS DESCRIBED IN THE HYDROLOGY MANUAL. THE SBC HYDROLOGY METHOD DIVIDES THE COUNTY INTO FOUR CLASSIFICATIONS OF WATERSHEDS FOR HYDROGRAPH STUDY PURPOSES: (1) VALLEY (2) FOOTHILL (3) MOUNTAIN (4) DESERT TO DETERMINE YOUR WATERSHED CLASSIFICATION, CONSULT THE SBC HYDROLOGY MANUAL OR THE SBC WATER RESOURCES DEPARTMENT. THE UNIT- HYDROGRAPH METHOD MODELS A STORM EVENT THE BASIC TIME INCREMENT IS CALLED THE "UNIT INTERVAL" AND IS THE BASIC ELEMENT OF THIS HYDROLOGY APPROACH. THE BASIC EQUATION DESCRIBING THE RUNOFF MODEL IS [RUNOFF(CFS)] = [TOTAL RAINFALL(CFS)] - [SOIL LOSSES(CFS)] FOR A SMALL DURATION OF TIME(UNIT- INTERVAL),THE ABOVE EQUATION IS APPROXIMATED BY NOTING: [EFFECTIVE RAINFALL] _ [STORM RAINFALL] - [SOIL LOSSES] I I I R(--------- - - - - -- STORM RAINFALL N I R R C I R E(-- R- - - - - -- EFFECTIVE RAINFALL H I R E E R E I R R E E E E R S IR E E E R 1 S S S S S I S S S S S< --- - - - - -- SOIL LOSSES IN THE ABOVE DIAGRAM, A SCHEMATIC OF THE SOIL -LOSS MODEL IS GIVEN. FROM THE FIGURE, RUNOFF IS ASSUMED TO OCCUR WHEN THE ACTUAL RAINFALL EXCEEDS THE RATE WHICH MOISTURE INFILTRATES INTO THE GROUND OR IS RETAINED ON THE SURFACE. THE PROGRAM USER IS URGED TO REVIEW THE SBC HYDROLOGY MANUAL FOR A COMPLETE UNIT HYDROGRAPH METHOD DESCRIPTION. THIS PROGRAM DESCRIPTION IS INTENDED AS A BRIEF REVIEW ONLY. BEFORE RETURNING TO THE MAIN PROGRAM, HOWEVER, SOME FURTHER DISCUSSION REGARDING TERM - DEFINITIONS AND PROGRAM USER - INTERACTION IS PROVIDED IN THE FOLLOWING: WHAT IS BASEFLOW? BASEFLOW(CFS /SQUARE MILE) IS AN ESTIMATED RATE OF FLOW WHICH IS INCLUDED INTO THE RUNOFF HYDROGRAPH TO ACCOUNT FOR GROUNDWATER FLOW INTO THE WATERCOURSE, OR OTHER ADDITIONS TO THE RUNOFF. WHAT IS "LAG" TIME? THE SO- CALLED LAG TIME IS A PARAMETER WHICH SOMEWHAT INDICATES HOW RUNOFF ACCUMULATES AT THE WATERSHED OUTLET WITH RESPECT TO TIME. REFER TO PAGE E -6 OF THE SBC MANUAL FOR FURTHER INFORMATION AND EQUATION. WHAT IS A UNIT HYDROGRAPH? FOR THE STUDY WATERSHED, THE UNIT HYDROGRAPH IS A HYDROGRAPH WITH VOLUME OF 1 -INCH OF EFFECTIVE RAINFALL OCCURING OVER THE WATERSHED IN ONE UNIT TIME. SEE PAGES E- 9,E59 -60 OF THE SBC MANUAL FOR AN EXAMPLE UNIT HYDROGRAPH(OR UNIT DISTRIBUTION GRAPH). WHAT IS AN AREA ADJUSTMENT FACTOR? THE SBC HYDROLOGY MANUAL ADVOCATES THE USE OF "PRECIPITATION DEPTH -AREA ADJUSTMENT" WHEREBY POINT RAINFALL VALUES ARE ADJUSTED FOR AREAL EFFECT, (SEE PAGE E -12 IN THE SBC MANUAL). THE APPROPRIATE ADJUSTMENT FACTORS ARE SHOWN IN SBC MANUAL. THE ADJUSTMENT FACTORS ARE CONTAINED WITHIN THE COMPUTER PROGRAM AND, CONSEQUENTLY, THE PROGRAM USER MAY SIMPLY ENTER THE MORE CONVENIENT "UNADJUSTED" POINT RAINFALL VALUES. WHAT IS "TOTAL STORM RAINFALL "? TOTAL STORM RAINFALL IS THE TOTAL(UNADJUSTED) RAINFALL IN INCHES WHICH IS ASSUMED APPROPRIATE FOR THE STUDY WATERSHED AND STUDY STORM. THUS, THE UNADJUSTED TOTAL RAINFALL IS THE F'OINT RAINFALL VALUE ENTERED BY THE USER, AND IS ALSO "UNADJUSTED" FOR AREAL EFFECT. WHAT IS THE TOTAL SOIL -LOSS VOLUME? THIS QUANTITY REPRESENTS THE TOTAL AMOUNT OF WATER(ACRE -FEET) WHICH IS COMPUTED AS BEING RETAINED ON THE GROUND SURFACE OR AS INFILTRATED INTO THE SOIL. WHAT DOES THE SYMBOL "Q" RUNOFF HYDROGRAPH SHOWS EACH UNIT INTERVAL. THUS HYDROGRAPH, EACH "Q" AND FLOW FOR THE APP'ROP'RIATE MEAN ON THE RUNOFF HYDROGRAPH? THE TIME AVERAGED RUNOFF VALUES(CFS) FOR FOR A FIVE - MINUTE INTERVAL RUNOFF CORRESPONDING Q(CFS) REPRESENTS THE FIVE - MINUTE PERIOD. WHAT IS THE CONSTANT ADJUSTED LOSS RATE? THIS TERM APPLIES TO THE ENTIRE SBC 24 HOUR STORM PATTERN. AN ESTIMATED VALUE OF THE WATERSHED LOSS RATE IS USED TO ACCOUNT FOR MEAN WATERSHED INFILTRATION, DETENTION, AND OTHER FACTORS. THE VALUE IS ASSUMED CONSTANT FOR THE ENTIRE E4 HOUR SYNTHETIC STORM PATTERN WHICH INCLUDES THE PEAK 1 HOUR, 3 HOUR, AND 6 HOUR PEAK STORM RAINFALLS IN A NESTED INTERVAL ARRANGEMENT. SEE THE SBC HYDROLOGY MANUAL (SECTION E) FOR INFORMATION REGARDING LOSS RATES OR THE SBC SYNTHETIC E4 HOUR CRITICAL STORM PATTERN. WHAT IS A LINEARLY WEIGHTED "S" CURVE? THE COMPUTER PROGRAM PROVIDES THE CAPABILITY FOR A MODIFIED "S" CURVE TO BE DEVELOPED BASED ON PROPORTIONS OF THE USUAL "S" CURVES. FOR EXAMPLE, THE USER CAN SPECIFY THAT A "S" BE DEVELOPED WHICH IS ONE -HALF MOUNTAIN AND ONE -HALF VALLEY "S" CURVES. THE MODIFIED "S" CURVE IS THEN USED FOR UNIT- HYDROGRAPH DETERMINATION PURPOSES. ** END OF DISCUSSION: ENTER A C1] TO RETURN TO PROGRAM ** 1 1 1 1 1 ' **************************************************************************** UlNIT -HYDROGRAPH ANALYSIS **************************************************************************** <<<( << <<( <<<< (<<<<<<<<< < < <(< <<<<<<<< < <>>>>>> >>>> >> >}> >>>>>>>>>>>>>>>}>> >>>> > � . (C) Copyrioht 1983 Advanced Engineering Software [AES] . -- Especially prepared for: . HALL & FOREMAN, INC. � . ~~ ION OF RESULTS******************************************** *�LYJ)ROL-O&Y SrwPY Poe. npnP k&vp.P-mmS SAmiN * #%prA-MA we&r ex4o * G ���«��w^�~ �m= 4 * **************************************************************************** �� ` WATERCOURSE LEN= = 1050. 000 FEET N� LENGTH FROM CONCENTRATION POINT TD CENTRO1D = 250$.000 FEET ul� ELEVATION VARIATION ALONG WATERCOURSE = 75.200 FEET MANNINGS FRICTION FACTOR A�_ONG WATERCOURSE = .025 WATERSHED AREA = 274.250 ACRES WATERCOURSE "LAG" TIME = URS � UNIT HYDROGRAPH TIME UNIT ~ MINUTES UNIT INTERVAL PERCENTAGE OF LAG-TIME = 40.756 HYDROGRAPH BASEFLOW = 0. 000 CFS w� MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .535 LOW SOIL-LOSS RATE PERCENTAGE(DECIMAL) = .536 m� VALLEY S-GRAPH SELECTED SPECIFIED PEAK SPECIFIED PEAK SPECIFIED PEAK SPECIFIED PEAK .SPECIFIED PEAK SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .51 30-MINUTES RAINFALL(INCH) = 1.09 1-HOUR RAINFALL(INCH) = 1.45 3-HOUR RAINFALL(INCH) = 2465 6-HOUR RAINFALL(INCH) = 3.87 24-HOUR Rill NFALL(INCH)= 8.80 *HYDROGRAPH MODEL 01 SPECIFIGD* *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .996 30-MINUTE FACTOR = .996 1-HOUR FACTOR = .998 3-HOUR FACTOR = .999 N� 6-HOUR FACTOR = .999 24-HOUR FACTOR = .999 Advanced Engineering Software [AEB] 0� SERIAL No. A0478A REV. 1.5 RELEASE DATE: 4/20/83 <<<<<<<<<<(<<<<<<<<<<<<<<(<((<<<<<<<<0>}>>>>>>>>>}}>>>>>>>>>>>>>>>>>>>>>>>> **************************************************************************** UNIT HYDROGRAPH DETERMINATION ______________________ INTERVAL NUMBER ______________________ 1 2 3 4 5 6 7 8 9 1Q 11 12 13 14 15 16 17 18 19 "S" GRAPH MEAN VALUES _____________ 4.481 22.966 50.108 67.181 75.498 80.805 84.787 87.808 90.230 92.127 93.594 94.861 95.996 96.884 97.631 98.244 98.744 99.244 99.744 10&m00 _______________ UNIT HYDROGRAPH ORDINATES(CFS) _______________ 148.615 613.108 900.229 566.251 275.842 176.026 132.070 100.203 80.325 62.933 48.639 42.015 37.657 29.440 24.783 20.326 16.584 16.584 16.584 A- 400 lf **************************************************************************** UNIT UNIT UNIT EFFECTIVE PERIOD RAINFALL SOIL-LOSS RAINFALL (NUMBER.) (INCHES) (INCHES) (INCHES) N� 1 .W181 .0097 .0084 2 .0097 .0084 3 .0181 .0097 .0084 4 'Q182 .0097 .0084 N� 5 .0182 .0098 .0084 6 .@182 .0098 .0085 7 .0183 .0098 .0085 8 .0183 .0N98 .0085 ~~ 9 .0183 .0098 .0085 � 10 .0183 .0098 .0085 11 '0184 .0098 .0085 0� 12 .0184 .0099 .0085 m� 13 .0184 .0099 .0085 14 .0184 .@099 .0086 15 .0185 .0099 .0086 16 'N185 .0099 .0086 17 .0185 .0099 .0086 Q� 17. mwqq � �mo� ` z� 'mzue, .010* 20 .0186 .0100 .0086 21 .0186 .0100 .0086 22 .0187 .0100 .0087 23 .0187 .0100 .0087 24 .0187 .0100 .0087 25 .0188 .0101 10087 26 .0188 .0101 .0087 27 .0188 .0101 .0087 26 .0188 ,0101 .0087 29 .0189 .0101 .0088 30 .0189 .0101 .0088 31 .0189 .0101 .0088 32 .0190 .0102 .0088 33 .0190 .0102 .0088 34 .0190 .0102 .0088 35 .0191 .0102 .0088 36 .019i .0102 .0089 37 .0191 .0102 .0089 38 .0191 .0103 .0089 39 .0192 .0103 .0089 40 .0192 .0103 .0089 41 .0192 .0103 .0089 42 .0193 .0103 .0089 43 .0193 .0103 .0090 44 .0193 .0104 .0090 45 .0194 .0104 .0090 46 .0194 .0104 .0090 47 .0194 .0104 .0090 48 .0195 .0104 .0090 49 .0195 , .0105 .0090 50 .0195 .0105 .0091 51 .0196 .0105 .0091 52 .0196 .0105 .0091 53 ' .0196 .0105 .0091 54 .0197 .0105 .0091 55 .0197 .0106 .0091 56 .0197 '0106 .0092 57 .0198 .0106 .0052 58 .0198 .0106 .0092 59 .0198 .0106 .0092 60 .0199 .0107 .0092 61 .0199 .0107 .0092 62 .0199 .0107 .0093 63 .0200 .0107 .0093 64 .0200 .0107 .0093 65 .0201 .0108 .0093 66 .0201 .0108 .0093 67 .0201 .0108 .0093 68 .0202 .0108 .0094 69 .0202 .0108 .0094 70 .0202 .0109 .0094 71 .0203 .0109 .0094 72 .0203 .0109 '0094 73 .0204 .0109 .0094 74 .0204 .0109 .0095 75 .0204 .0110 .0095 76 .0205 .0110 .0095 77 .0205 .0110 .0095 78 .0206 .0110 .0095 79 .0206 .@110 .0096 80 .0206 .0111 .0096 81 .0207 .0111 .0096 82 .0207 .0111 .0096 83 .0208 .0111 .0096 84 'WAR 011, mmp� 86 .0209 .N112 .0097 �[~ 87 '0209 ,W112 .0097 88 .0210 .0112 .0097 ' 89 .0210 .0113 .0097 90 .0210 .0113 .0098 91 .0211 .0113 "0098 92 .0211 .0113 .0098 93 .0212 .0114 .0098 94 .0212 .0114 .0098 95 .0213 .0114 .0099 96 .0208 .0112 .0097 97 .0214 .0115 .0099 98 .0215 .0115 ' .0100 1� 99 .0216 .0116 .0100 100 .0217 .0116 .0101 101 .0218 .0117 .0101 N� 102 .0219 .0117 .0101 103 .0220 .0118 .0102 104 .0221 .0118 .0102 8N 105 .0222 .0119 .0103 106 .0223 .0119 .0103 107 .0224 .0120 .0104 108 .0225 .0120 .0104 109 .0226 .0121 .0105 110 .0227 .0122 .0105 111 .0228 .0122 .0106 0U 112 .0229 .0123 .0106 113 .0230 .0124 .0107 114 .0232 .0124 .0107 115 .0233 .0125 .0108 0� 116 .0234 .0125 .0109 117 .0235 .0126 .0109 118 119 .0237 .0238 .0127 .0128 .0110 .0110 120 .0239 .0128 .0111 121 .0241 .0129 .0112 122 .0242 .0130 .0112 §� 123 .0243 .0130 .0113 124 .0245 .0131 .0114 125 126 .0246 .0248 .0132 .0133 .0114 .0115 ~~ 127 .0249 .0134 .0116 128 .0251 .0135 .0116 129 .0253 .0135 .0117 130 .0254 .0136 .0118 w� 131 .0256 .0137 .0119 132 .0258 .0138 .0120 0� 133 .0259 .0139 .0120 =~ 134 .0261 .0140 .0121 . 135 .0263 .0141 .0122 136 .0265 .0142 .0123 137 .0267 .0143 .0124 m� 138 .0269 .0144 .0125 139 140 .0271 .0273 .0145 .0146 .0126 .0127 141 .0275 .0147 .0128 142 . 0277 . 0149 . 0129 143 .0280 .0150 .0130 N� 144 .0282 .0151 .0131 145 .0284 .0152 .0132 � 146 .0287 .0154 .0133 147 .0289 .0155 .0134 N� 148 .0292 .0156 .0135 149 .0295 .0158 .0137 � ��� '03N0 .0161 '0z39 @� 152 153 .0303 .0306 .0163 .0164 .0141 .0142 ~� 154 '0310 .0166 .0144 155 .0313 .0168 .0145 156 .0317 '0170 ,0147 N� 157 '0295 .0158 ".0137 158 .0299 .0160 .0139 159 .0303 .0162 .0141 N� 160 '0307 .0165 .0143 N� 161 .0312 .0167 .0145 | 162 .0316 .0170 .0147 163 .0321 .0172 .0149 164 .0326 .0175 .0151 165 .0332 .0178 .0154 � 166 .0337 .0181 .0156 167 .0343 .0184 .0159 N� 168 .0349 .0187 .0162 169 .0356 .0191 .0165 0� 170 171 .0363 .0371 .0195 .0199 .0169 .0172 172 .0379 .0203 .0176 173 .0388 .0208 .0180 174 .0397 .0213 .0184 175 .0410 .0220 .0190 176 .0421 .0225 .0195 0� 177 178 .0433 .0446 .0232 .0239 .0201 .0207 � 179 .0460 .0247 . 0214 180 .0477 .0255 .0221 181 .0495 .0265 .0230 0� 182 .0516 .0276 .0239 / 183 .0539 .0289 .0250 0� 184 185 .0567 .0600 .0304 .0322 .0263 . 0278 ~~ 186 .0640 .0343 .0297 187 .0521 .0279 .0242 188 .0549 .0294 .0255 Q� 189 .0582 .0312 .0270 190 .0668 .0358 .0310 191 .0793 .0425 Q^ 192 .1033 .0446 .0368 .0587 193 .5109 .0446 .4664 194 .1719 .0446 .1273 195 .1260 .0446 .0815 196 .0892 .0446 .0446 m� 197 '0725 .0388 .0336 198 .0620 .0332 .0288 199 .0640 .0343 .0297 200 .0600 .0322 ' .0278 j 201 .0567 .0304 .0263 ! 202 .0539 .0289 .0250 Q� 203 .0516 .0276 .0239 � 204 . 0495 . 0265 . 0230 205 .0477 .0255 .0221 206 .0460 .0247 .0214 N� 207 .0446 .0239 .0207 208 .0433 .0232 .0201 .~ 209 .0421 .0225 .0195 N� 210 .0410 .0220 .0190 ! 211 ^ 0397 ^ 0213 ^ 0184 ' 212 .0388 .0208 .0i80 213 .0379 .0203 .0176 N� 214 .0371 .0199 .0172 ' 215 .0363 .0195 .0169 � 21F, , 7: W -81 80TO 13T TO: T'ac-o IRZ! FOTO 6T To ra;Fo 013�3 2010` 6TT0' E;Fcio 6L; 4 70TO " OanTo , trc ao 9L;3 4 70TO' 0:310 9;320 LLP- COTO TEP TO' 9=';30 9L"c SOTO ;M T VA La;-20 * 9L;3 9010 28 TO 9:380 ' +7L 9010 21T0 6;-220 " CL;E� LOTO" -1 7C- T O 0C- 0 ' ;3 L? LOTO' +71 10 �i!E:30 T 63 130TO" . T o FIEW 0 L 60TO sp-To ticW C-19a 60TO 92TO qrz='o 992 OTTO" L;3TO L2;F0 L93 0 T T 0 IR;3TO 92CM " 992 T I TO 22 T 0 62:30 " -I= 9 P �'T TO GFTO T t, P-0 ' 1 79:3 TTOI OC-TO I I FT TO OEro C 29a 4 7TT0 I T I-P T 0 9 T 99 i7T TO I Z T 0 9+7W 09-*3 T T !EC T L71 9 6 S -2 9TTO* trETO 6 +7: - '. 0 ' 9 9T TO 9C T 0 1 1 qao LT TO - r. - E T 9; D 0 9 S 2. 13 T I CA 92 TO 992 GTTOI LFTO 99W 1 +1 0� 10 • 92 To*. lagao" 4s WTO ECTO " 690 1 5.. T;3TO 0 * T9;30" 1 1 = 1 ;3 FMTO T ' ,990 ' 09;3 21T 2. T 9990 Gtr;D 472TO C- T 0 L920 92TO 1 7 4 7TO 6910' L 92TO S 1 0 TLao 9 LC- TO 2L:30' g at T O L 2 0 ' 1 7 4 7:3 62TO 6 LL20' V7;F OCTO • 0910 09a0 " ;3 T210 T T =ETO 2.r. T 4 7 1 RE30 0 1 7 ? I CCITO 47S T L71 641 4 7CTO T O 62ao 941 9cT0 9 T 0 ;36;30 L22 LEW 9 S 1 0 927 UFTO T 0 L 5 '0 92:3 64TO 19TO" 0040 1 7 4? 'C4710 ' 9TO 2020 422. :3 t7910 , C—C. 4 7 4 7TO 9910: OTCO T E q+7T0 99TO F T 1 2 1 0 0 _,;, �= - L 1 0 OLTO' 62 L CT 0 IR r., T c FIFTO 09TLA' 6 Fl; -2 0 L P- T =: T o "i. OE 0 FtT 0 S'9 T CA L el:� 0 L T IZI I OLTO 9 T20 -Z! 6 2 T 0 IsTo SL 10' WU +75 10 0 T To (_.9T0 +1 PT 0 T cou 'm�1 .mzI '0101 284 '0218 .0117 .0101 �[- 285 .0217 .0116 .0101 N� 286 .0216 .0116 .0100 287 .0215 .0115 .0100 ----------------_________________________-_____________ 288 .0214 .0115 .0099 �� \~� TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = -------- 100.5229 ----------- TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 100.3487 |� ________________________________________________________-___________________ rR -- **************************************************************************** L 4 2 - H O U R S T O R M RUNOFF HYDRO8RAPH 0� HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) TIME(HRS> VOLUME(AF) __________________________________________________ Q(CFS) 0. 150.0 3N0.0 450.0 600,0 .083 .167 .0527 6.40 Q . . . . �� m� .250 .1489 13.97 Q . . . . . .333 .2780 18.74 VQ .417 .4232 21.09 . VQ . . . . . . . .500 .5788 22.60 VQ . . . . .583 .7423 23.74 VQ . . . . .667 .9118 24.61 VQ . . . . .750 1.0862 25.33 VQ . . . . .833 1.2646 25.89 VQ . . . . .917 1.4459 26.34 VQ . . . . �� 1.000 77 mn � N, 0 [d �.o,�o �/.eu vu 1.167 2.0050 27.37 VQ 1.250 2.1952 27'62 VQ 1.333 2.3869 27.83 V 0 1.417 2.5798 28.01 .0 1.500 2.7739 28.19 .Q 1.583 2.9693 28.37 '0 1.667 3.1655 28.48 .0 1.750 3.3620 28.53 .Q 1.833 3.5588 28.57 .0 1.917 3.7558 28.61 '0 2.000 3.9532 28.66 .Q 2.083 4.1509 28.70 .Q 2.167 4.3488 28.75 .0 2.250 4'5471 28.79 'Q 2.333 4.7457 28.84 'Q 2.417 4.9446 28.88 .0 2.500 5.1438 28.92 .QV 2.583 5.3433 28.97 .QV 2.667 5.5431 29.01 .QV 2.750 5.7433 29.06 .QV 2.833 5'9437 29.11 .QV 2.917 6.1445 29.15 'QV 3.000 6.3456 29.20 .QV 3.083 6.5470 89.24 .QV 3.167 6.7487 29.29 'QV 3.250 6.9508 29.34 .QV 3.333 7.1531 29'38 'QV 3.417 7.3558 29.43 .QV 3.500 7.5589 29.48 .Q V 3.583 7.7622 29.53 .0 V 3.667 7.9659 29.58 .Q V 3.750 8.1700 29.63 .Q V 3.833 8.3744 29.68 .Q V 3.917 8.5791 29.73 .Q V 4.000 8.7841 29.77 .Q V 4.083 8.9895 29.82 .0 V 4.167 9.1953 29.87 .Q V 4.250 9.4014 29.92 .Q V 4.333 9.6078 29.98 '0 V 4.417 9.8146 30.03 . QV 4.500 10.0217 30.08 . QV 4.583 10.2292 30.13 ' Q V 4.667 10.4371 30.18 . Q V 4.750 10.6453 30.23 ' Q V 4.833 10.8539 30.29 . Q V 4.917 11.0628 30.34 . Q V 5.000 11.2721 30.39 . Q V 5.083 11.4818 30.45 . Q V 5.167 11.6919 30.50 . Q V 5.250 11.9023 30.55 . Q V 5.333 12.1131 30.61 . Q V 5.417 12.3243 30.66 . Q V 5.500 12.5358 30.72 . Q V 5.583 12.7478 30.77 . Q V 5,667 12.9601 30.83 . Q V 5.750 13.1728 30.88 . Q V 5.833 13.3859 30.94 . Q V 5.917 13.5994 31.00 . Q V 6.000 13.8133 31.06 . Q V 6.083 14.0275 31.i1 . Q V 6.167 14.2422 31.17 . Q V 6.250 14.4573 31.23 . Q V 6.333 14.6728 31.29 . Q V 6.417 14.8887 31.35 . 0 V Q500 15,1050 71-41 r? V G. JG.:! .1 D. 1. / ,6 1. , 4/ t. >! V , Ul"D G. 750 15. 7 5G,4 _111.. 59 G! V 6.8_:,.:, 15.9744 31.65 Q V • . 6. 917 16, 192:8 31.71 G. V , 7.000 7.083 16.4116 1.6.6309 31.77 31..84• Q G v 4' • .' 7.167 16.8506 31.30 a V 7.250 17.0707 31. 'J6 0 ,, 7.333 17. 291,3 32. 03 • G! V 7.417 17.5123 32.019 Q. V 7.500 .17.7337 3; =:.15 01. V . 7. 583 17• ' =556 32, 22 G! V » 7a 667 18.1780 32. c:8 G! V 7.750 18.4008 32.35 0 V 7.833 18.6'2_40 3=.42. • G! V , 7"9117 8. 000 18. 11477 19.0717 3 48 32: • 5;:-:' • G! Q V , V 8.083 19. 2953 32.48 G! V 8.167 19.5191 32.49 G! V , 8. 19.7440 32. 1,- 6 G! V . 8.333 19.9702 32.84 » GI V 8.417 - 3.=..99 u V 8.500 x_0.4256 33.13 G! V 8.583 20.6547 3 0 V 8« 667 20. 8848 --:,?. 41 0 V 8.750 21.1160 33.56 G! V . 11,1133 '2 1. 3481 33.71 • 0 V 8.9 21.5813 33. 86 Q V , w 9.000 21.8156 34.01 . 0 V 9.083 2 2. 0509 34.17 G! V __ - -- 9.167 "w L87,:, 34.33 G? v w 9.250 122. 5249 34.50 0 V 9.333 22.763FJ 34.66 0 V. 9.417 2-3.0035 34.83 0 V. . 9.500 2 3.2446 35.00 • G! V. 9.583 23.4868 35.18 0 V. , 9.667 23.7304 35.36 G! V. 9, 750 23"9751 35"54 C V• 9.833 =4.2212 35.73 G V. 9.917 24. 4685 35.91 Q. V. 10.000 24.7172 36.11 Q V. . . 10.083 10.167 24.9672 25.2186 36.30 36.50 Q P. V. V 10.250 25.4714 36.70 a V 10.333 25. 7'256 36. 91 Q V • w 10.417 25.9812 37.12 D V » 10• s oo 26.2384 37.34 t,! V a 10.583 26.4970 37.56 0 V w 10,667 26. 7572 37. 78 Q V 10.750 27.0190 38.01 Q V 10.833 27. 28 38. F:4 G! V 10.917 27. 5474 3.9.48 0 'V . 1 1. 000 11.083 2-7. 8141 28. 08`5 38.73 38.98 0 G! . V , V 1 .1 . 167 28.3527 39.23 G? • J • • 11.250 28. 6247 39.49 Q . V » » 11.333 1.8. 8985 39. 76 « G! . V 11.417 29. 1742 40. 03 Q » V , 11.500 2:9. 4519 40.31 Q. a V 1.1. 583x 29.7315 40.60 0 , V 1 1.. 667 30.0131 40.89 P . V • » 11.750 30. 2968 41.20 • C. >! V 11 .833 30. 5827 41.51 0 V 11,917 12.000 30"8707 3 1. 1.610 41.82 4P. 15 • C I� V V M t.2. 67 3 7486 41 ^. B3 , I)? . V 12. - 0460 431. 18 G! v v . 12'. 417 32.6484 431.9- C> V 12, 500 32, 9536 44, 31 f;! V 12.583 3,,.2615 44.71 G? v 12.667 33.5723 451, ! i �. 750 ' 4 . 55 , ��? a v 12-833 34. 2028 45. 99 G! V , 12.917 34. 52;'7 46.45 0 . V 13.000 34.8458 46.92 i,? , v Y w 13. 083 35. 1712 47.24 G! V 13.167 3 5. 4951 47. IL14 • G, v 13.250 35.8156 46.53 . G! V . 13.333 36.1354 46.44 G, V 13.417 13.500 36.4571 36.7815 46.70 47.11 • 0 Gt , v V , 13.583 37.109: 47.59 0 , V 13.667 37.4408 48.14 Q V . 13.750 37.7764 48.74 0 v 13.833 38.1167 49.40 , 0 V 13.917 38.4618 50.11 9 _• v , 14.000 38.8121 50.87 i, v , 14.083 39.1680 51.68 0 V 14.167 39.5299 52.54 0 V 14.250 39.8981 53.47 0 v 14.333 40.2732 54.46 0 v . L 14.417 40.6556 55.52 0 V . . 14.500 41.0457 56.65 0 V 14.583 41.4444 57.88 0 » v . �= 14,667 14.750 41.8525 42.2712 59.2 60.80 0 G! v V . 14.833 42.7010 62.41 G! v , 14.917 43.1426 64.12 G! v 15.000 43.5971 65.98 0 , V , 15.083 44. 06 55 68.02 G! , 15.167 44.5496 70.28 0 • V 15.250 45.0510 72.80 , 0 , v 15.333 45.5720 75.65 G! , v 15.417 46.1154 78.91 Gi V , 15.500 46.6848 82.68 G1 v . 15.583 47. 2769 85.97 G? v . 15.667 47.8713 86.31 Q V. 15.750 48.4537 84.56 r V. , 15.833 49.0423 85.47 n V. , ICI 15.917 49.6645 90.33 0 V. 16.000 50.3652 101. a , V 16.083 51.6309 183.78 G? V 16.167 54.4396 407.82 . V 16.250 58.4003 `S7-.Q8_ . V C;! i 6. 333 61.6710 474.91 . v .0 - 16.417 63.9785 335. 0 v . 16,500 1 65.7055 67.0942 250. 71 201.63 n v . 0 v . . 16. 66 7 68.2758 171.58 .0 v . 16.750 F,9.3322* 1531. 39 . i3 v . . U 16. BJ., 70.2848 13 8. L , tr.• V 16.917 71.1477 :125.29 i, » v . 17. 000 71.9432 11 G. *:4 G? V i 7. 083 72.7004 109.21 G! , v . 17.167 73.3,9`'32 101.47 0 . , V. . 17.250 74.0563 95.4:1 Q V. , 17.333 74. 67 51 89.86 G! V. 17"417 75. x='607 85. 0 2 C . V. . M � 17'583 76'3720 79'35 ' Q ' ' V ' 0� 17.667 17.750 76.8782 77.3400 73'49 67.N6 ' Q ' . Q . . V ' . V ^ 17'833 77.7812 64'N6 ' Q . . .V 17.917 78.2074 61.86 . Q , . .V . 18.0N0 78.6221 60.22 . Q . . .V . 18.083 79'0269 58.78 ' Q . . .'V ' 18.167 79.4226 57'46 . Q . . 'V . 18.25N 79-8097 56.21 ' Q . . 'V 18.333 80'1889 55.06 . Q . . . .V . 18.417 80.5607 53.98 . Q . . . V . 18.500 80.9255 52.97 . Q . . . V . 18.583 18.667 81.2837 81.6359 52.02 51.13 . Q . . Q . . . V . . V ^ ^ 18 . 75W ~ 81 9822 50 28 ' . . Q . .V 18.833 82.3230 49.49 . Q . . . . V . 18.917 82'6586 48.73 ' Q . . . V . 19.000 82.9892 48.01 . Q . ~ . . V 19.083 83.3163 47.49 . Q . . ' V . 19.167 83.6437 47.54 . Q . ' . V . 19.250 83.9740 47.96 . Q . . . V . 19.333 84.3047 48.02 . Q . . ~ V . 19.417 84.6337 47.77 . Q . . . V . b' 19.500 1g.583 84.9604 85.2846 47.43 47.07 . Q . . Q . . . V . . . . V .� 19.667 85.6060 46.68 . Q . . . V . 19.750 85.9248 46.29 , Q . . . V . 19.833 86.2409 45.90 . Q . . . V . � 19.917 86.5543 45.50 . Q . . . . V 2�.0N0 86.8650 45.12 . Q , . . V . 20.083 87.1731 44.74 . Q . . . V . ` 20.167 87.4787 44.36 . Q . . . V . 20.250 87.7817 44.00 . Q . . . V . � 20.333 88.0822 43.64 . Q . . . V . 20.417 88.3804 43.29 . Q . . V 20.500 88.6762 42.95 . Q . . . . . V . 20.583 88.9697 42.62 . Q . . . V ~ 20.667 89.2609 42.29 . Q . . . V . 20.750 20.833 89.5499 89.8367 41.96 41.64 . Q . . Q . . . V . . . V . 20.917 90.1212 41.32 . Q . . . V . 21.000 90.4037 41.02 . Q . . . V . 21.083 90.6842 40.72 . Q . . . V . 21.167 90.9626 40.43 . Q . . . V . -- 21.250 91.2391 40.15 . Q . . . V . 21.333 91.5137 39.87 . Q . ' V 21.417 91.7864 39.60 . Q . . . . . V ^ 21.500 92.0573 39.3+ . Q . . . V . 21.583 92'3265 39.08 . Q . . . V . 21,667 21.750 92.5939 92.8596 38.83 38.58 . Q . . Q . ~ . V . . V ^ ^ 21'83 3 93.1236 3 8.34 . Q . . 21.917 93.3860 38.10 ' Q . . . V . 22.000 93.6469 37.87 ' Q . . . V . 22.083 93.9061 37.65 . Q . . . V . -- 22.167 94.1639 37.42 . Q . ' . V . 22.250 94.4201 37.21 . Q . . . V . 22 333 . 94 6749 36 99 . . . Q . . . V . 22.417 94.9283 36.79 . Q . . . V . 22.500 95.1802 36.58 . Q . . ~ V . 22.583 22'667 95'4307 95.6799 36.38 36.18 . Q . . Q . . . V . . V . . ~~ 22.750 95.9278 35.99 . Q . . . V . 22.833 96.1744 35.80 . Q . . . V . 22.917 96.4196 35.61 . Q . . . V . 23,0N0 96'Ar-.:'�7 �C�'4� n o � 0, 0 �tll � r N-1 23.166 97148N �35'N8 ^ ' ^ ^ ^ ^ V . Q ' ' ' V 23.250 97.3884 34.90 ' ' Q . . . V ' 23.333 97. 6275 34.73 . Q . . . V . � 23.416 97.8656 34.56 . Q . ' . V. 23.500 98.1024 34.40 . Q . . . V. 23.583 98.3382 34.23 ' Q . � V ^ ^ ^ 23 . 666 98 5729 . 34 07 . ' Q . . . V. 23.750 98.8065 33.92 ' Q . . . V. 23.833 99.0390 33'76 ' Q . ' . V. 23.916 99. 2705 33.61 . Q . . . V. -- 24.000 99.5009 33. 46 . Q . . . V. 24.083 99.7202 31.84 . Q . . . V. 24.166 99.8969 25.64 .Q . . . V. 24.250 100. 0114 16.64 . G . . . V. 24.333 100.0870 10.97 Q . . . V. 24.416 24.500 100.1434 100. 1877 8.�0 6.42 Q Q . . . V. ^ ^ . V ^ 24.583 100.2227 5.N9 O . ' V. 24.666 100.2508 4.08 Q . . 24.750 100.2732 3.26 Q . , . . V. 24.833 100.2913 2.63 Q . . . V. ~~ 24.916 100.3061 2.14 Q . , . V. 25.000 100.3178 1'71 Q . . . V. 25.083 100.3270 1.33 Q . . . V. 25. 166 10N. 3341 1.03 Q . . . V. 25.250 100.3395 .79 Q . . . V. 25.333 25.416 100.3436 100.3464 .58 .41 Q Q . . . V. . . . V. 25.500 100. 3461 .25 Q . . . V. 25.583 100.3487 .08 Q . . . V **************************************************************************** 0, 0 �tll � r N-1 iJ Ur \I _ T-- HYE)RC.:6RAPH ANALYS I S << cfc<{ c< cttcc{ { {<{{<tc<tt <c {cctc. { { {}> >) > >) m >> >> })> >)> > >)) > > > >) > (C) Copyright 198" "J' Advanced Erig:ineering Software CAE51 Especially prepared for - . HALL K FOREMAN, INC. DESCRIF'TICIN Or:' RESULTSa�x•a� #x,�•;� r * AYDQoLoGy STUDY FOR Te' -x►P. A.&4ADPN6 SA•StFV *LOCATION : FOH TANA W *tT AND i4 iC pApp s &9 Co lt/ .DlrioN Q, S Tub y •�• gat ��•• �# �•• �• ��• 3 t• ���•• x• �• �• a��� �• ��• �• �t �# �• at• �� �• �• �• �•• ��• ��• ����• �• ��• �•• x•#• ��• �• ��#• �€• �•• ���•�•���•�if•�- �- �•�t••�•a��� WATERCOURSE LENGTH = 5550.000 FEET LENGTH FROM CONC'ENTRATIOIN TO CIENTROID = 2500.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 77.100 FEET t{ANNINGS FR iC:T Ij OiN FPCTOR A. -OtJG WATERCOURSE - . 015 WATERSHED AREA = 274.250 ACRES i4N,. T HYDRC;' GRAD "H TIME UNIT 5.00 MINUTES UNIT I N "f ��7. (VA:._ F'C_ RCEN J AG = OF LAG -TIME = 68.249 HYDROGRAi='H BASF_FLC: W = - 0. 000 CFS , .AX I "'UM WATERSHED LOSS Rr:)l'�. (I'\ICH /;•-?C)UR) = . 014 i___;W SOIL -LOSS RA' - F.. ['ERCENTAG (DECIMAL) = . 063 VA_.!_._Y S- GRAP=H G _L F+C -"I) SPECIFIED PEAK ' 'C' f, I _ I ED PEAK SPECIFIED PEi St=':.C;IF.I.; -,D Pt_.A<. SPECIF1F. "D 1DEAK Sr A CC I FIt'D Iii[lE< E,. - F NUTES RA I NIFALL (I NC•'H) _ .51. 30-- YfIr4U T i=S RAINFALL ( INCH) = 1.09 1- HO6_,R RAiNIFAI_..L ( RICH) = 1.45 3 -HOUR RAIN AU (INC:H) = 2.6 6 -HOUR RPINFA -L ( INCH) _ 3.87 c:4 H0'= 'JR (I NCH) = 61. B0 • *HYDROGRAPI-1 L 41 SPECI FIED* -�•i_!�,..R � f:_CIt =`�_u F� .._.C:[.- .:Th)- If..:� DEPTH-AREA kcD1lC - flGu Fr- 1.:T(; 4. S; t� 5- MINUTE FAC "i OR i`.-:6 -1 1OUIR FPC;, - (;R _- 998 F i �AC .9 A@4 7.A �� REV. 1.5 RB-EA�E DATE: 4/��/83 �N ' UNIT HYDROGRAPH DETERMINATION ------ --7------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRApH NUMBER MIEAN VALUES ORDINATE8(CFS) �� 1 z0'.182 337.709 2 49.346 1298 968 3 73.101 787.877 4 82'280 87.863 304.451 185.144 N� 6 91.599 123936 7 94.085 82.427 8 96.032 64.594 9 97.436 46.553 10 98.446 33.515 11 _ 12 99.178 99.678 24.278 16.584 13 1�0.000 10.677 **************************************************************************** 1 �llf FIN **************************************************************************** m� UNIT UN UNIT EFFECTIVE PERIOD RAINFALL SOIL-LOSS RAINFALL (NUMBER) ---------------------------------------------------------------------------- ( INICHES) (INCHES) (INCHES) �Q -- 1 .N181 .0011 .0170 2 .0181 .0011 .0170 3 .0181 .0011 .0170 4 .0182 .0011 .0170 5 .0182 .0012 .0171 0� 6 7 .0182 .0183 .0012 .0012 .0171 .0171 Q� 8 .0183 .0012 .0171 9 .0183 .0012 .0171 10 .0183 .0012 .0172 11 .0184 .0012 .0172 12 .0184 .0012 .0172 13 .0184 .0012 .0173 14 .0184 .0012 .0173 &� 15 .0185 .0012 .0173 16 .0185 .0012 .0173 17 .0185 .0012 .0174 00� . 18 .0186 .0012 .0174 N�~-^ 19 .0186 .0012 .0174 20 .0186 .0012 .0175 �� 21 22 _ .0186 .0187 .0012 .0012 .0175 .0175 m� 23 .0187 .0012 .0175 24 .0187 .0012 .0176 25 .0188 .0012 .0176 26 .0188 .0012 .0176 w� 27 .0188 .0012 .0177 28 .0188 .0012 .0177 - 29 .0189 .0012 .0177 @� 30 .0189 .0012 .0177 31 .0189 .0012 .0178 32 .0190 .0012 .0178 33 .0190 .0012 .0178 N� 34 .0190 .0012 .0179 35 .0191 .0012 .0179 36 .0191 .0012 .0179 37 .0191 .0012 .0180 m� 38 .0191 .0012 .0180 39 .0192 .0012 .0180 40 .0192 .0012 .0181 N� 41 .0192 .0012 .0181 42 .0193 .0012 .0181 43 44 .0193 .0193 .0012 .0012 .0181 .0182 45 .0194 .0012 .0182 46 .0194 .0012 .0182 47 .0194 .0012 .0183 48 .0195 .0012 .0183 49 .0195 .0012 .0183 50 .0195 .0012 .0184 51 .0196 '0012 .0184 53 '0196 '@N12 .01 85 54 .0197 .0012 .0185 N� 55 .0197 .0012 .0185 w� 56 '0197 .0012 ,0186 57 .0198 .0012 .0186 58 .0198 .0012 .0186 59 .0198 .0012 .0187 60 .0199 .0012 .0187 61 62 .0199 .0199 .0012 .0012 .0188 .0188 N� 63 .0200 .0012 .0188 64 .0200 .0012 .0189 ' 65 .0201 .0012 '0189 66 .0201 .0012 .0189 67 .0201 .0012 .0190 68 .0202 .0012 .0190 69 .0202 '0012 .0190 70 .0202 0012 .0191 71 .0203 .0012 .0191 0� 72 73 .0203 .0204 .0012 .0012 .0192 .0192 74 .0204 .0012 .0192 75 .0204 .0012 .0193 76 .0205 .0012 .0193 77 .0205 .0012 .0194 78 .0206 .0012 .0194 79 .0206 .0012 .0194 80 .0206 .0012 .0195 81 .0207 .0012 .0195 82 .0207 .0012 .0196 83 .0208 .0012 84 .0208 .0012 .0196 .0196 85 .020.8 .0012 .0197_ 86 .0209 .0012 .0197 87 .0209 .0012 .0198 88 .0210 .0012 .0198 89 .0210 .0012 .0198 90 .0210 .0012 .0199 91 .0211 .0012 .0199 0� 92 .0211 .0012 .0200 93 .0212 '0012 .0200 94 .0212 .0012 .0201 95 .0213 .0@12 .0201 N� 96 .0208 '00 2 .0196 97 .0214 .0012 .0202 98 '0215 .@012 .0203 Q� 99 .0216 .0012 .0204 N� 10@ '0217 .0012 .0205 1N1 .0218 .Q812 .0206 102 'p"2:; 9 .0012 .0207 10 .022N .0012 .0208 w� 104 .0221 .0012 .0209 105 .0222 .0012 210 106 .0,223 .CPN12 .0211 N� 107 .0224 .0012 .0212 108 .0225 .00 .02l3 109 110 . 0226 .0227 . 0012 .0012 . 0214 .0215 111 '0228 .0012 .0217 112 .0229 .0012 .0.2'18 113 .0230 .0012 .02i9 114 .N232 .0012 .0220 115 .0233 .0012 .0221 116 .0234 .0012 .0223 117 Q).:, 119 0238 m12 �20 'N239 ,NQ12 N� 121 '�24� 'W012 'N229 122 .0242 .0012 .0230 123 .0243 .0N12 .0232 124 0245 'N012 A' 02,3 125 'W246 'QN12 '0235 l26 .0248 .N012 127 .0249 .0012 .0238 128 .0251 .0012 .0239 N� 129 .0253 .0012 .0241 130 .0254 .0012 .0243 131 .0256 .0N12 .0244 132 .0012 .0246 133 .0259 .0012 .0248 134 .0261 .0012 .�25N 135 � .0263 .N012 .0251 136 .0265 .0012 .0253 137 .0267 .0012 .0255 �i 138 139 .0269 .0271 .0012 .0012 .0257 .0259 140 .0273 .91012 . 026 1 141 .0275 .0012 .0263 142 .0277 .0012 .0266 143 .0280 .0012 .0268 w� 144 .0282 .0012 .0270 145 .0284 .0012 .0273 146 .0287 10012 .0275 147 .0289 .0012 .0278 148 ,0292 .0012 .0280 149 .0295 .0012 .0283 150 .0297 .0012 .0286 ~~ 151 .0300 .0012 .0289 152 .0303 .O012 .0292 153 .031zl6 .0012 .0295 154 .0310 .0N12 .0298 155 .0313 .N0.12 .0301 156 .0317 .0012 .03N5 157 .03N1 .0012 .0290 L 158 .0305 .0012 .0293 159 .0309 .0012 .0297 160 .0313 .0012 ,0302 161 .0318 .0012 .0306 162 .0322 .0012 .0311 I63 .0327 .0012 .0315 l64 .0332 .N012 .0320 165 .0337 .0012 .0326 166 .0343 .0012 .0331 167 .0349 .0N12 .0337 168 '0355 .N012 .0343 169 .036-"' 1 .0012 .0350 - 170 .0369 .0012 .0357 171 .0376 .0012 .0364 172 .N384 .N012 .0372 173 .0393 .0012 .0381 174 .0402 .0N12 .0390 \ 175 .0401 .0012 176 '0412 .0012 .0401 N� 177 .0424 .0012 .0413 178 .0437 .00 426 179 .0452 .0012 .0440 m� 18N .0468 .N012 .0457 181 .0486 .0012 .0475 182 .0507 .0012 .@496 183 .0 531 185 .N592 .NW12 .0580 186 NN1 @ 0� 187 .0521 .0N12 .05N9 w� 188 .0549 .0012 .0536 189 .N582 .0012 190 .0668 .0012 ,057N 10656 J.91 .N793 .0012 '0781 192 .1033 .0012 .1021 193 194 .5109 719 ,0012 .00l2 .5098 .1707 N� 195 .1260 .0012 .1249 196 .0892 .0012 .0881 197 .0725 .0012 .0713 198 .0620 .0012 .0609 -- 199 .0632 .0012 .0620 200 .0592 .0012 .0580 201 .0559 .0012 .0547 202 '0531 .0012 .0519 203 .0507 .0012 .0496 k 204 205 .0486 .0468 .0012 .0012 .0475 m� 206 .17)452 .0012 .0457 .0440 207 .0437 .0012 .0426 208 .0424 .00l2 .0413 �J 209 .0412 . 00 12 . 0401 210 .0401 .0012 .0390 211 '0402 ,0012 .0390 212 .0393 .0012 .0381 213 .0384 .0012 .0372 214 .0376 .0012 .0364 215 216 '0369 .0361 .0012 .0012 .0357 .0350 217 .0-355 .0012 .N343 218 .0349 .0012 .N337 219 .0,343 .0012 .0331 220 .0337 .0012 .0326 221 .0332 .0012 .0320 222 .0327 .0012 .0315 223 .0322 .0012 .0311 224 .0318 .N012 .0306 225 .0313 .N012 .0302 226 '0309 .W012 0� 227 .0305 .0N12 .0297 .0293 228 .0301 .0012 .0290 229 .03 7 .0012 .N305 230 .0012 .0301 .0012 .N298 0� 232 .03N6 .Q012 '0295 233 .I 3 .0012 ,0292 234 .0300 .00 .0289 .0297 .0012 .0286 � 236 .0295 .0012 .0283 237 .0292 .0012 .02841) .0289 .0012 .0278 .0287 .0012 .0275 240 .0284 .W012 .0273 ' 241 . W282 . �012 . 0270 242 .0 28N .0012 .0268 0� 243 .�277 .0012 .0266 244 .0275 .0012 .0263 245 .N273 .0012 .0261 24Ej .@271 .0012 .0259 m� 247 .0269 .0012 .0257 248 .0267 .0.012 .0255 249 L l" , Fli ri 251 .0061 .001"? '0050 252 .0259 a2+8 �� 253 '0258 .N012 0246 . 254 .*256 .001 2 .0244 N� 255 256 .0254 '0253 .0N12 .0 0 12 .0243 :0241 257 '0251 '0012 '0239 258 .0249 .N 0z2 .0238 259 .0248 .0012 .0236 0� 260 .024L. .@012 '0235 261 .@245 .0012 .0233 262 .0243 .N012 .0232 263 .N242 .001q. .0230, 0� 264 .024i .0012 .0229 265 .0239 .0012 .0228 266 .N238 .0012 .0226 0w 267 .0237 .0012 .0225 266 .0235 .0012 .0224 269 .0234 .0012 .0223 270 .0233 .0012 .0221 271 .0232 .0012 .0220 272 ,0230 .0012 .0219 273 .0229 .0012 .0218 274 .0228 .0012 .0217 275 .0227 .0012 .0215 276 .0226 .0012 .0214 277 .0225 .0012 .0213 0� 278 .0224 .0012 .0212 279 .0223 .0012 .0211 280 .0222 .0012 .0210 281 282 .0221 . 0220 .0012 . 0012 .0209 . 0208 m� 283 '0219 .0012 .0207 284 .02z8 .0012 .0206 285 .0217 .0012 .0205 N� 286 .0216 .0012 '0204 m� 287 .0215 .0012 .0203 288 _____________________________________________-_____________-_--__-_-____ .0214 .0012 .0202 TOTAL SOIL-LOSS VOLUME(ACHE-FEET) = 7.6225 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 193.2011 L l" , Fli ri � **************************************************************************** 24-HOUR STORM N� RUNOFF IH:YDROGRAPH **************************************************************************** HYDROSRAPH IN FIVE-MINUTE INTERVALS(CFS> 0� ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF> Q(CFS) 0. 225.0 450.0 675.0 9m0.0 �� .083 .0394 5.73 Q . . . �� .167 .2307 27.77 VQ .250 .5141 41.16 VQ . . . . OR .333 .8335 46.37 V Q . . . . NB '.417 1.1750 49.58 V Q �� .500 1.5315 51.76 V Q . . . . .583 1.8981 53.23 V .667 2.2728 54.41 V Q 0� .750 2.6535 55.27 V O . . . . .833 3.0386 55.92 V Q . . . . .917 3.4271 56.42 V Q 1.000 3,8182 56.78 . . . . V Q 1.083 4.2111 57.05 V Q 1.167 4.6046 57.14 V Q 1.250 4.9988 57.23 .VQ . . . . QH 1.333 5.3935 57.32 .VQ 1.417 5.7889 57.41 'VD, 1.500 6.1849 57.50 .VQ 1.583 6.5816 57'59 .VQ 1.667 6.9788 57.68 .VG.) . . . . 1.750 7.3767 57.78 .VQ . . . . 1.833 7.7753 57.87 .N] . . . 1.917 8.1745 57.96 . .VQ . . . . 2.000 8.5743 58.06 .VQ . . . . 2.083 8.9749 58.15 .VQ . . . . 2.167 9.3760 58.25 'VQ . . . . 2.250 9.7779 58'35 . Q 2.333 10.1804 58.44 . Q . . . . 2.417 10.5835 58.54 . Q 2.500 10.9874 56.64 . Q . . . . 2.583 11.3919 58'74 . Q . . . . � 2.667 11.7971 58.83 . Q . . . . 2.750 12.2029 58.93 ' Q . . 2.833 l2.6095 59.03 . . 2.917 13.0167 59.13 . Q . . . . 3.000 13.4246 55.23 . Q . . . . ' 3.083 3.167 13.8332 14.2426 59.33 59.43 . Q . ^ . . . Q 0� 3.25N 14.6526 59,53 , QV 3.333 15.0633 59.64 . QV . . . . 3.417 3.500 15.4748 15.8869 59.74 59.85 . QV . . . . . QV . . . . 3.583 16.2998 59.95 . QV . . . . 3.667 16.7134 60.N6 . QV -- 3.750 17,IL278 pq `� 3. 9 17.9587 4.000 18.3752 60.48 . Q; 0� 4.N83 18.7925 6N'59 , QV 4.167 19.21N6 6@.70 . QV . . . . 4'250 19.6294 60.81 ' Q V 4.333 20.0489 60.92 ' Q V 4.417 20.4693 61.03 ' Q V 4.500 20.8904 61.14 . Q V . . . . 4.583 21.3122 61.26 ' Q V 0� 4.667 21.7349 61.37 ' Q V 4.750 22.1583 61.48 ' Q V 4.833 22.5825 61.59 . Q V 4.917 23.0N75 61.71 . Q V . . . . N� 5.000 23.4333 61.83 . Q V . . . . 5.083 23.8599 61.94 . Q V . . . . 0N 5.167 5.250 24.2874 24.7156 62.NG 62.18 . Q . Q V V 0� 5.333 25.1446 62.29 ' Q V 5.417 25.5744 62.41 . Q V . . . . 5.500 26.0051 62.54 ' Q V . . . . 5.583 26.4366 62,65 . Q V 5.667 26.8690 62.77 . Q V . . . . 5.750 27.3022 62.90. . Q V . . . . 5.833 27.7362 63.02 . Q V . . . . 5.917 28.1711 63.15 . Q V . . . . w� 6.000 28.6069 63.27 . Q V . . . . 6.083 29.0435 63.4N ' Q V . . . . 6.167 29.4810 63.53 . Q V 6.250 29.9193 63.65 . Q V . . . . 6.333 30.3586 63.78 . Q V . . . . 6.417 6.500 30.7987 31.2397 63.91 64.03 . Q . Q V . . . . V M� �~ 6.583 31.6816 64.17 . Q V . . . . 6.667 32.1245 64.30 . Q V 6.750 32.5682 64.43 . Q V . . . . 0� 6.833 33.0129 64.56 . Q V . . . . 6.917 33.4584 64.70 . Q V . . . . 7.000 33.9050 64.83 , Q V . . . . 7.083 34.3524 64.97 . Q V . . . . 7.167 34.8008 65.10 . Q V . . . . 7.250 35.2501 65.24 ' Q V �1 7.333 7.417 35,7004 36.1516 65.38 65.52 . Q , Q V . . . . V . . . . 7.500 36.6038 65.66 . Q V . . . . 7.583 37.0570 65.80 ' Q V . . . . 7.667 37.5112 65.94 . Q V 0� 7'750 37'9663 66'09 ' Q V 7'833 38'4225 66.23 ' Q V 7.917 39.8797 66.38 . D V . . . . 8.000 39'3366 66.35 ' Q V ' 8.083 39.7913 66'02 ' Q V . 8.167 40.2491 66.47 . Q V . 8.250 8.333 40.7103 41.1739 66.97 67.31 . Q . Q V . . . . V . . . . 8.417 41'6396 67.63 . Q V . . . . 8.500 42.1076 67.95 . Q V . . . . 8.583 42.5778 68.27 ' Q V . . . . 8.667 43.0502 68.59 . Q V . . . . 8.750 43.5248 68.92 . Q V. . . . 8.833 44.171018 69.26 ' Q V. . . . 8.917 44.4811 69.59 . Q V. 9.000 44.9628 69.94 ' Q V. . . . 9.083 45.4470 70.30 . Q V. . . . 9.167 45.9336 70.66 9.250 46.4227 71.02 . Q V. pq `� 9.417 47.408`: 7:1.70 !1 1 V. 9.500 47.9054 72.14 Cl V. 9.583 48.4049 7:x.53 0 V 9.667 48. 90 71 72. 2' L:! V 9,750 49. 412:1 73,32 . G! V , 9.833 49.9 73. 73: G V 9.917 50.4305 74.15 0 V , 10.000 50.9441 74.57 La V w 10, LA113 10.167 51"4607 51.9803 75.0 75.45 n G. V , V .10.250 52.5029 75.89 0 V , 1 Ql. 333 53.0288 76. 35 Q V 10.417 53.5579 76.82 G! . V 10. 500 54.0902 77. 30 Q . V 10.583 54.6259 77.78 0 . V » , 10. 667 55"1650 711,28 G! * V 10.750 55.7076 78.79 it • V 10.833 56.2538 79.61 G! , V » 10.917 56.8037 79.84 0 . V , 11.000 11.083 57.357 ._ 7. 9146 80.38 80. 93 Q 0. , V . . V 11.167 58.4759 81.50 0! . V . . 11.250 59.0412 82.08 r! . V 11.333 59.6106 82.68 O V • . 11 -.417 60.1842 83.28 U V 11.500 60.7621 83.91 Q V 11.583 61.3443 84.55 D V , PR 11.667 61.9311 85.20 0 . V ' 11.750 62.5226 85.88 Q V . 11.833 63.1188 86.57 . 0 V , 11.917 63.7199 87.28 u V ! 12.000 64.. 260 88.01 Q . V . » 12.08,:, 64.9373 88.76 0 V , 12.167 65. 5538 89.52 G! V w 12.2 12.333 66.1759 66. 8036 90.32 . 91.14 G! 0 V V w 1:.417 67.4371 91.39 Gi . V 12.500 68.0766 92.86 Q . V , 12.583 68.7223 93.76 P. . v . 12.667 69. 3744 94.68 0 V 12.750 70.0331 95.64 0 V , 12,1133 70. 6986 96. 64 Q V 12.917 71. ,3712 97.66 G! V 13.000 72.0511 ''38.73 G! . V , 13.083 72.7343 99.19 0 . V 1.3.167 13.250 '73.4084 74.0805 97.88 97.59 9 a V V 13.333 74.7574 98.28 i; » V 13.417 75.4409 99.25 G! V , 13.500 76. 1323 100.39 Go V , 13.583 76.8325 101.68 Gi V . 13. 667 77.5424 103. 06 Q V 13"750 78"2625 104,56 G! V 1- 78.9936 106. 16 ii . V » 13.317 79.7365 107.86 C."! V 14.000 80.4918 109.68 G! w V . 14.083 81.2605 111.61 0 . V 14.167 82' '.0433 113.6'7 G! V 14.230 82.8413 115.86 Q V 14.333 83. 6553 118» 20 G! . V .14. 417 84. 486 5 120.68 Q V 14.500 85. 33',:59 123. G! V 14.583 86.2026 125.85 P . V 14. 667 87» 081.2 127» 56 Q V i4.750 87. 9770 130. 1738 , Q V 14'917 89'8407 15.0W0 90.8149 14 V 91.822t 146,24 , Q ' V. . . 15.167 92.8662 151.6l - Q . V. . . 15.250 93.9523 157.7N . Q . V. . . ` 15.333 95'N664 164.67 ' Q . V. . .� . 15.417 96.2761 172.75 . Q . V. 15.500 97.53z4 z82'27 . Q . V N� 15.583 15.667 98'8280 100.0G95 188'28 18N.26 ' . Q . Q . V V . . . ^ 15.750 101'3027 179.06 ' Q . V . 15.833 102.5892 186.BN .V . . 15.917 1.03. 99961 204.79 . Q. .V 0� 16.000 105.6313 236.93 ' Q .V . . 16.083 108.5165 418.93 . . Q . V . . 16.167 114.4297 F358. 610 ' . . V 16.250 119. 490 1 734.76 . ' . V . Q . 16.333 123.1168 526.60 . . . Q V 16.417 125,9672 413.89 ' ' Q . V . . 16.500 128.2856 336.62 . . Q V 07 16.583 13N.2453 284.56 ' . Q . . V 16'667 132.0296 259.08 . .Q . V 16.750 133.6645 237.39 . Q . V . . 16.833 135.1667 218.12 . O' . V . . 0� 16.917 136.5578 201.98 . Q , . y . . �� 17.000 137.8525 188.00 ' Q . . V . 17.063 139.0639 175.89 . Q . . . V . . 17.167 140.1873 163.13 . Q , . V. . 17.250 141.2572 155.35 . Q . ~ V. . -- 17.333 142.2834 149.00 . Q . . V. ' 17.417 143.2728 143.66 . Q . . V. 17 500 . z++.��mm lJd.�� . Q . . . V. . 17.583 145.1607 135.14 . Q . . V . 17.667 146.0743 132.65 . Q . . V ' �f 17.75W 17.833 146.9694 147.8444 129.96 ' 127.N5 . Q Q . . . , V ' y , 17.917 148.7001 124.26 ' Q . . V . 18.000 149.5377 121.62 . Q . . V . 18.083 150.3581 119.12 ' Q . . ,V . 18.167 151.1624 116.78 . Q . . .V . 18.250 151.9514 114.57 . Q . . ,V . 18.333 152.7260 112.47 . Q . ^ .V . 18.417 153.4870 110.49 . Q . . .V . L 18.500 154.2350 108.61 .V ' 18.583 154.9707 1O6.83 . Q . . . V . PR 6� 18.667 18.75W 155.6947 156.4075 105.12 ' 103.50 . Q Cl. . . ' . ' V ' . V , 18.833 157.1097 1Nl.95 . Q . . . V ' . 18.917 157.8017 1010.48 . Q . . . V . 19.000 158.4840 99.07 ' Q . . . V . 0� 19.083 159.1615 98.36 ' Q ' . ' V , 19.167 159.8471 99.55 . Q ' 19.250 160.5345 99.82 . Q , . . V . 19.333 161.2178 99.22 ' Q ' . . V . 19.417 161.8958 98.44 . Q . . . V ~ 19.500 162.5679 97.59 . Q . . . V . 19.583 163.2339 96.7N . Q . . . V . ��--' 19.667 163.8938 95.82 ' Q . ' . V . ~~ 19.750 1164.5476 94.93 . Cl! , . . V . 19.833 165.1953 94.05 . Q . . . V . 19.917 165.8371 93.19 . Q . . . V , 0� 20.000 166.4730 92.33 . Q . . , y , 20.@83 167.1031 91.49 . Q . . . V . 20.167 167.7275 90.67 . Q . . . V . �� 20'250 168.3464 89.86 . Q ' . ' . V . 20.417 169.5682 88'32 . Q . , ' V . 20.500 17N'1714 87'58 ' Q ' . . V ' 20.583 170'7696 86'87 . Q . . ' V . 20.667 171'3631 86'17 . Q . . ' V . 20.750 171.9518 85.49 . Q . . . V . - . ^ 20 833 ^ 172 5360 84 82 ^ . Q , ' V , _� , 20.917 173.1157 84.18 ' Q . . . V . 21.000 173.6911 83.55 . Q . . . V . 21.083 174.2623 82.93 . Q . . . V . 0� 21'167 174.8293 82'33 ' Q . ' ' V . 21.250 175.3922 81.74 . Q . . . V . 21.333 175.9512 81'17 ' Q . . . V . 21.417 21.500 176.5064 177.0578 8N.61 80.06 . ' Q . Q . . . V . . . V . 21.583 177.6055 79.53 . Q . . . V . 21.667 178.1497 79.00- . Q ' . ' V . 21.750 178.6902 78.49 ' Q . . . V . 0� 21.833 179.2274 77.99 . Q . . . V . 21.917 179.7611 77.50 . Q . . . V . 22.000 180.2915 77.02 . Q . . . V . 22.083 180.8187 76.55 . Q . . . V . 22.167 181.3428 76.09 . Cl . . . V . 22.250 181.8636 75.63 . Q . . . V . �W 22.333 22.417 182.3815 182.8963 75.19 74.75 . . Q . Q . . . V . . . V . m� 22.500 183.4081 74.32 . Q . . . V . 22.583 183.9171 73.90 . Q . . . V . 22.667 184.4233 73.49 . Q . . . V . 22.750 184.9267 73.09 . Q . . . V . 22.833 185.4273 72.69 . Q . . . V . 22.917 185.9252 72.30 . Q . . . V . 23.000 186.4205 71.92 . Q . . . V . �� ~� �� 23.083 186.9133 71.55 , Q . . . V . 23.166 187.4034 71.17 . Q . . . V . 23.250 187.8911 70.80 . Q . V PR 23.333 188.3762 70.44 . Q . . . . . . V. 23.416 188.8590 70.09 . Q . . . V. 23.500 189.3393 69.75 . Q . . . V. 23.583 189.8173 69.41 . Q . . . V. Q� 23.666 190.2931 69.08 . Q . . . V. �� 23.750 190.7665 68.74 . Q . . . V. 23.833 191.2377 68.42 . Q . . . V. 23.916 191.7067 68.10 . Q . . . V. 24.000 192.1735 67.78 . Q . . . V. �= 24.083 192.5913 60.66 . Q . . . V. 24.166 192.8271 34.23 .Q . . . V. ION @� 24.250 192.9525 18.21 Q . . . V. �� �� 24.333 193.N351 12.W0 Q . . . V. 24.416 193.0917 8.22 Q . . . V. 24.500 193.1308 5.68 Q . . . V. 24.583 193.1584 4.00 Q . . . V. 24.666 193.1768 2.68 Q . . . V. 24.750 193.1887 1.73 Q . . . V. 24.833 193.1959 1.05 Q . . . V. 24,916 193.1997 .55 Q . . . V. 25.000 193.2012 .22 Q . . . V **************************************************************************** wag ��� cr LAND PLANNING • LAND SURVEYING .......... . err CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY DATE JOB NO. SHEET OF 2 f1 Su m mr, t- kA4 4tia l,h b Q d+t,�rG�p�,:,d C. c �!1da' .�dv► :. 3 -/ 3 C f •Q A oki: k an d a v ea . w ► lk Co ta` tcyr Add.:.t aw( w o- 4dt t Rt. io VtkVN - b Vo LmA - ,�i.. 24_ Av ;. pav;cd loo. 3a Ac - +-t too :y B 274- xr YGA - 7*PrCT )29 7 - 1 P -E S #+ NcL 2 Lan v &nn%h4tjw+ Co v r Vo Lwu VAstu e v4d 2 -7m S bo Pro u►dco� �/o.1,t� mL FS Toh � w 4 sed..• ma rv� . �s..Cc.tc�a.� ov, - ! . o g `/. �' � .�..�.� />; = 4 so _ _._ �..Qd -•ter yi.�Acl- = 1�- 4�co - _.._..._._. -. __ .... ... ... ...... .x,..444 c.y /At_ O to l - elila. W4.1k = :2 -7s �c 3.4 4 4 - `l 4 c.c. 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 r c t v CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY t n u 4 •v A..w CiMd sr YA DATE ' JOB NO. SHEET OF 3 Il c li, t.,ik C"A. S7 I. 6 f► li:l1 IV, .� � 1• 3 a. . Il � 53. -s s _ a 4 r C). x o' 0 4 9 i f 64. 4 ,� 2•� i s = d - 3 4.r C+ Ot..t"';Qt,f - c�.i�, t.�.a.v�.. � �e✓ . c�,G � ��� _ D -. 3 4 � ' b, 12 2_ �s ss- Adal; u►n� �yt �rtst 'vim(. otta CI.� kev Ati it Rai • ' b � s...D- o -S7 cl At . 2 ► f o 4=V== TPPt -r (29 7- 2� RED. S►�T_ Z. �� -oKU' LE�c�NC��b�► sT, St,. 6 A Ytic = 3. fit. VD lu r t,sf ✓,cal /N'w.0 = 3 , o -c O -3> P 43rt s 4 6 1 . 3.53 &A • +# - . vo lfkAW\c CD /I To� t Se v m ax ► SAC(' MA*j 9µ,a, +01- off- 3 pvc 46 -9 0 p. 6,K D - v451 it . �L4.4 � 2,31-r F tY arw Ar x O. 1 Z o 1 49,d76 CA -+-. h _ 4 `3- 3 s'— 4& -90 — . y 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626-3428 • (714) 641 -8777 W4e 9 26"W44C 94C. CIVIL ENGINEERING LAND PLANNING 0 LAND SURVEYING SUBJECT I BY I DATE I JOB NO. I SHEET 4 OF / AV f-.A. TTvacf' 12`3 7 Rep. Swr 2 AL&i SARATo64, Ave.^ - 3. 2 8 kc . VoLMA Y«fcc:vcd : 3.2gx b�37 x 43S6o 1 / 0 .�_ �w grt"dod 4s - ►o r4, RI C" . +t . Teh S - w.: 46• to ' 11-- CF 3 �� Pv c - 4 2.s-1 � R 4r- la— 41 - s i — 3 n _ 6 o4gr 4. 6Zr•4 x x D - 37/6 Jb�4OAv P., v A- Tlo o,= A doL;k W-t A V CL , di4 c�,.� _ p • C� s3 g AVM TRAcT J3oo3, Per sµT3 AL ON: C AS "0 W- c` PtT Su h A =L. A - c /o.Q4wu V ivuf : 2.96x 0 -37x 43 -S 60 4'?, -7 07 W. / Vol- PooA;idaa GJ 40.1 ¢ = 47, 7sS cu . {-V . TOP t� 4 1 -Jc�' of 3" p v r 3 7- 63 A 4 a• �- 3 4i Q _ O- 367-o C,•A. 'Dio cdaVye tt �� & _ O- x223 2 -(o 3170 REDHILL AVENUE a COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 wag CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY DATE JOB NO. SHEET OF V its Tp -Ac T' 13003- 3 REF. SKr GooRT Sts a �.tsc 3 • 6h Ac. V O L m- v zV-4. i tad _ 4 S , 3r 2 • C,cr. ' ` Vol . hvo .tnt @ 3 5.6 0' s 42 ,R 2 1 t - d-F % T/ = 6- 6c, nl/c 33.10. ay = 2 ►3'7 i Q Q. 3 6 tf 3 c•F�. �doL• k- 1 '2-12- > O 1 j- 12 o Z -to A . v - e - o- TAF�cr 13on3— Z RE P•- a, R- LoJ.► 6 C.0 Qe WAI- ceu Rt-. i&X AV PA= 3_S6 xc. vAjpa v cA _ o - 37 ,c 3 -S F- x -4 3 .9 c S 7 3 7 T C4-k -44`'. Vo _ pro Lk'd-cd @ 31. 6S = . y q" 7 7 3 cs.. • +-P' .� T/,S 2 -!, .2.6S: - ' * l of 3" PVC = 28-91 h- = 3r- 6s- ze•4► - 23 e•F^ tnc�c�� rev Axm = O - !0 7 4 T (ZAcT t'3009 —1 , REF_ S KT 6. , A Lo r46 c toe Rotcec Se b- XvA.* * -4 . SG Ac y � �� -� � /lt'erad = o= 37x 43r6o x 4 • 73, 4 9 4 c.0 • f f b�Q by o Nlc(,t �( t� 2 6 S — 7 4 02 J oo= 3' Pvc = 22 .5.2 , �'1 . 22.52 — h A JeLl v w,*P P, -.sue vw-& ft = . ©- O 4 8 S 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 SUBJECT BY DATE JOB NO. SHEET OF 6 // A t�o- TRAcr 13009 -2 REp• St+r- 6, ALOn►G I2Q uoi S ST Arco Al2A PA W%o S o 2(o fa C S � o-gy Vt. )AkW�e v µ�� v cd r O - 3 7� 43S6b k1• b ud me p vo U+ af.+co� t 8 - 9 = 16g� f 49 C.tR. ►? , T^ Q = © -4439 tt� �t4e- v Alt 1,,, O 433 t dvt f' -t.v R-.L o _ O - o o.L TRACT 13ooa " REP . s Wr 5 ALo nJ G, S "h- a -.ea - 3- 97 3 hsva9j� vo �L we 2a 2t.,: vcA = 6 3� 9 er u... Vo &rAA PVv Vi &Jd- 16 -0 � = 66 cc. • o x 4-4 64 a �.C.4 era o n O. OS 3S TRRCr 13oor�, kI<>=. s►►T. 5� ALc JV G - 1XPoA .S Ar-D -SERPA sr SL. 3 S Fov..�, 1/o Q�umc Ica: v�d M. 89, 11e N 6 tY4 . hYD Afn d2ol 6D 12 _ 6 1, S" 7 - M - 4 3-10 6A 3�` Pvc _ 8 -S, f2 -10 - 8 .S 3 .1t Q _ o. 44 - 7 At 0- 0717 Adc4,: ��Q Av rca O - 0 3 7 5 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 w4e g 2"~0-0-0 R mco CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY DATE JOB NO. SHEET 7 OF It 7RAcT 1 R rc p-. s ►. T - 4. 1 A L ss to u R �r - Avg , 2-6 X V a Ju�m -t `r ��j�u red = O - 37 f7? 4 3 S6 0 = 43, c.u .fi'1'. S Fs r2qu,�'vtd 3 S- 2 4 3,, 7I tF C.0 .f ., 7 713 > O - 3�3 7' 4 e4-/4 q isch.p., g c R� /tic = p- 14 94 v ie.a tL/ r 13002, PLeF . s wi 4 , ALon 6 L AF/+Y ETTc Lo vIzT, 9,L - A ,,e4 = 2 . r Ac . V JtAw�, ��g,�. �..��d ( /.Name = 40, r�o 5x (P 37-4-r _ 41, S-'o 7 $ ;:� 3 Pvc _ 34:9x' Fr 37:4 - 34.9x- . 4 _ 2- 3�s: 43 0 .0 = n - 1 s 7 A, ,, a-A, a - c)-06 �.C.Q Xer — sw*r 7 �1 FooTHtl� Sc,h_ � A- n V o C.,. -¢f . �o.Qr Q 11-76 = s2-, 2 7--2 ca.-- +t-. / T /,S = too - 76 l o,- 3" Py = g7•B, h _ 9� - `37.8- 3 Q _ p• 3243 At 99s Ado A v x-.c $+- o n c> -04'r4 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 wage I � 1 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT - BY DATES 87 JOB NO. SHEET OF 1' LP-EA TZAeT /3004 alevO 1 3004 -1 , REF. SA;- 8� APonq TaAoe Court` L -.. Sub - GY,Za _ 3. 64 Ac . Yo X�cJYl.2 YsL�f ✓td /Sro,rc = .3-6 0-37x43 S(,o L = s9, 4 'P - ;try did- 'Vo .c rr�c 1 2 2 7 Zo = 61, 6 3 9. cc t - t-_ -. > s 3, l+ 72 s 7 _ 12 2$_,2.0 . Of 3 " P VC =122 3 - 6S h _ 2 7-20 -2- 3. 64- _ s = 3 - 43 . 2 4 CPS GZ.` lf'; �r► c.� /� v,ca v.,,t o ou I c� _ D / 2- o - rv4 c+ M a w k cou v- t AVX-a _ 2 - 27 A . a Vo ku rA-t Yc_jX,.� vZ, ( OY C — 2 - Z 7 x Q- 3 y /f A SZ o __ _ _ ._ _.. _•_ _ fir Pro. jo(ld Vo ,Qc4m -e Q 1204- 6o = 40� 42.8 cu ff, T/g _ 12os- 6o q 3 '' PVr = 12 - h= 4,6 —2. _ Q D- 3 69 6 - 1 A - FdY and Ac > © - 16 2 CIA 2- i0 v� TRReT 1308 1 -3, RAF sw-r t.tte� couv t r i PAP01 /1 Fie 4 3 S6 -= 170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 3170 REDHILL AVENUE . COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY DATE JOB NO. SHEET OF komG Ap- AS VOL- L lE. I VOL, ST x2EQurJlL' ".g_ 9>Ro4 of9 Per RE1� /ZFF- 1;t . Gu .ft Cu gENNINe,7bu sr. 2 • 75 4 4, 4 3 1 53•Ss 4S, 331 O- 115 t7 - 0.59 7 LiaxwePr+ 3T 3.0o 48,352 49 - E 49.076 0 -1202 0.05 >2 i 2 SAP-Aro&A 3 -28 521 4s -/o 54.897 01 33 5 -05117 t 2 1 GAWL.e toner 2.96 4 707 40 47, 753 •D -1223 0 -0582 3 641 - BID A - COURT 3.00 48,3x 35 -60 48,831 - 12 - 14 d -05 3 coRomW&urr 3 -s6 57,377 3) -6r 59, - 773 0 -1014 0 -0 11 ! 3 CMeRow cooai 4 -s 73, 49cy 26 -s 0 7 4, 021 0-1019 0- b4 Rr ± 6 7kwt>19 lo- 26 165,362 /$ -Qi 169 O -0433 0 - 0 206 1 6 t' gR,pPANo DQAkE ST 3-137 63,98x 16 -0 64. 0• r12t d - os3 - 5 S TA-Pr s r S -53 61, 12$ 12 - /o 64 qS4 0 -0747 0-63 Ste lA s t 1 Ross rouar 2 -67 43 3r •?4 43,71[ o -14Bg 0 - 0'101 !} LAFy6T7E cwRT 2 - s0 440, 37 -45 4 1 , SS 0 -14 1 0-o69 �- .'ooturr -L &LvD 3- 22 S►,Fs 7 9 76 2-72 D- 09)S 0. 04 - ILi 7 SiocG� F.;�lt Tahoe COUVT 3 -69 59,473 227 - 2n 6,639 0-1187 t O -OSGS 8 MCvck court 2.27 36, 586 1204 - 40,428 0 -1625 t 0- 0 7-7 4 4 t SU�tr a 2-53 4o, 1210 -40 44, 66 S - 0-1S4o f D -0 - 7 9 E j 59- 75 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 I g ot* CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY DATE JOB NO. SHEET OF O .OS97X -7S+ os72�e3 -i-o cis 39 X3-28+ 0 -AS82. �Z- QL +o- oSi$x3 +c -osn x3 -r`. 2 0 + o- 0413! A 4 -56 + O - OZo 6 c Io- .16 + O- oz3s u 3. 97 -} 0 . 03'r 9 ,e S. -r �. O- 0709 "c2.67 + O. 0694 3L•s4 + O.• 04 7 - 24 0L056sx3- 69%0.0774A2 -27 ' + O- 6733 X 1 -s3 5q_ 7r o -o Ogg TO, - a dL' )L moff 4-;AA o = : 0. 44l:+ 0'- 44'4'9 ©.. 54oq !'rs po%i ed c;� o� men1� e i- /dfi•� anc� .._l�n a 1- 30 '711 lac . - 77- To P�p�l dt fr�rw� /D7- �i� /Ec 2ZVa v cwt . 4 v AA. um�'� z p - 54 0 9 10'7- - 5&- 39 Ac Pro.tn'd ay.c� ctn d• r e��t�nri er• f 5.9 -- 7S Ac 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777