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Sewer Model Jun 2000
20301 Acacia St. Suite 150 Newport Beach, CA 92660 (949) 263-8070 Tel. (949) 263-8071 FAX Sewer Capacity Analysis Flows for Year 2005 Sewer Capacity Analysis Flows for Year 2030 City of Fontana Sewer Model Engineering Resources Diversion Manholes DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Location Beech at Foothill Splitter Manhole 0%South to Beech 100%West to Foothill Beech at Arrow Splitter Manhole 0%South to Beech 100%West to Arrow Cherry at Foothill Splitter Manhole 0%South to Cherry 100%West to Foothill Cherry at Arrow Splitter Manhole 0%South to Cherry 100%West to Arrow Cherry at San Bernardino Splitter Manhole 0%South to Cherry 100%West to San Bernardino Citrus at Baseline Splitter Manhole 0%South to Citrus 100%West to Baseline Cypress at San Bernardino Splitter Manhole 0%South to Cypress 100%West to San Bernardino Cypress at Valley Diversion to Cypress 100%South to Cypress 0%West to Valley Jurupa Control Structure Existing Control Structure 100%South to 42"0%North to 21" Job #:86025.028 Date:18-May-00 City of Fontana Sewer Model Engineering Resources Cost of Improvements DESIGN GUIDE - Sewer Capacity Analysis Sewer Cost of Improvements Alder Avenue Sewer 844,694$ Arrow Highway Relief Sewer 3,036,000$ Baseline - Sierra Avenue Sewer 2,998,365$ Beech Lytle Creek Road Sewer 3,023,788$ Beech Avenue(South) Sewer -$ Cherry Avenue Sewer 1,484,780$ Citrus Avenue North Sewer 437,274$ Citrus Avenue Northeast Sewer 1,679,040$ County Line Road East Sewer -$ Cypress Avenue Sewer 85,818$ Cypress - Juniper Avenue Sewer 373,219$ East Avenue Sewer -$ Etiwanda Avenue Sewer -$ Foothill Blvd Sewer 95,921$ Jurupa Ave 21" Sewer 154,894$ Jurupa Ave 42" Sewer 79,635$ Lime Avenue Sewer -$ Locust Avenue Sewer 312,412$ Mango Street Sewer 647,544$ Mulberry - Valley Blvd Sewer 1,474,058$ Oleander Drive Sewer 435,409$ Palmetto Avenue Sewer 338,045$ Poplar Avenue (North) Sewer -$ Poplar Avenue (South) Sewer 19,919$ San Bernardino Ave Sewer 6,484,545$ Slover Avenue Sewer 2,268,689$ Tamarind Avenue Sewer 440,200$ Valley Blvd East Sewer 574,938$ Walnut Avenue Sewer -$ Rialto Service Area North -$ Rialto Service Area South -$ Total $27,289,187 % Diverted South % Diverted WestDeeper Sewer City of Fontana Sewer Model Engineering Resources Alder Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Alder Avenue T1SR5W 4NW 5%0.003 mgd 13177 1388.50 1396.90 96 8 1 0.003 1.044 1.89 0.07 13178 1385.81 7.73 0.013 0.02800 0.013 1.306 5.79 0.00334 Alder Avenue 13178 1385.81 1395.16 251 8 1 0.003 0.828 1.89 0.07 13179 1381.39 8.68 0.013 0.01760 0.013 1.036 4.59 0.00334 Alder Avenue 13179 1381.39 1389.97 352 8 1 0.003 0.828 1.89 0.07 13180 1375.20 7.91 0.013 0.01760 0.013 1.036 4.59 0.00334 Alder Avenue 13180 1375.20 1383.87 409 8 1 0.003 0.828 1.89 0.07 13181 1368.01 8.00 0.013 0.01760 0.013 1.036 4.59 0.00334 Alder Avenue 13181 1368.01 1376.67 367 8 1 0.003 0.660 1.56 0.08 13182 1363.90 7.99 0.013 0.01120 0.013 0.826 3.66 0.00334 Alder Avenue 13182 1363.90 1370.13 155 8 1 0.003 0.799 1.56 0.08 13183 1361.35 5.56 0.013 0.01640 0.013 1.000 4.43 0.00334 Alder Avenue 13183 1361.35 1366.70 330 8 1 0.003 0.818 1.89 0.07 13184 1355.67 4.68 0.013 0.01720 0.013 1.024 4.54 0.00334 Alder Avenue T1SR5W 5NE 40%, 4NW 95%, 4NE 0.189 mgd Miller Avenue 13184 1355.67 1361.00 170 8 1 0.192 0.818 4.03 0.59 13185 1352.75 4.66 0.013 0.01720 0.557 1.024 4.54 0.00334 Alder Avenue 13185 1352.75 1358.33 98 8 1 0.192 0.818 4.03 0.59 13186 1351.06 4.91 0.013 0.01720 0.557 1.024 4.54 0.00334 Alder Avenue 13186 1351.06 1356.50 362 8 1 0.192 0.944 4.48 0.54 13187 1342.77 4.77 0.013 0.02290 0.557 1.181 5.24 0.00334 Alder Avenue 13187 1342.77 1349.10 483 8 1 0.192 0.792 3.94 0.60 13188 1335.00 5.66 0.013 0.01610 0.557 0.991 4.39 0.00334 Alder Avenue 13188 1335.00 1341.20 176 8 1 0.192 0.784 3.87 0.61 13155 1332.22 5.53 0.013 0.01580 0.557 0.981 4.35 0.00334 Alder Avenue 13155 1332.22 1338.40 199 8 1 0.192 0.784 3.87 0.61 13189 1329.08 5.51 0.013 0.01580 0.557 0.981 4.35 0.00334 Alder Avenue 13189 1329.08 1335.00 293 8 1 0.192 0.823 4.03 0.59 13190 1323.98 5.25 0.013 0.01740 0.557 1.030 4.57 0.00334 Alder Avenue 13190 1323.98 1330.30 371 8 1 0.192 0.756 3.79 0.62 13191 1318.52 5.65 0.013 0.01470 0.557 0.947 4.20 0.00334 Alder Avenue 13400 1321.52 1327.00 204 8 1 0.192 0.756 3.79 0.62 13191 1318.52 4.81 0.013 0.01470 0.557 0.947 4.20 0.00334 Alder Avenue 13191 1318.52 1324.40 300 8 1 0.192 0.882 4.20 0.57 13192 1312.52 5.21 0.013 0.02000 0.557 1.104 4.90 0.00334 Alder Avenue 13192 1312.52 1318.60 299 8 1 0.192 0.806 3.94 0.60 13193 1307.52 5.41 0.013 0.01670 0.557 1.009 4.47 0.00334 Alder Avenue T1SR5W 4SW 80%, 4SE 50%, 5SE 30%0.269 mgd Foothill Blvd 13193 1307.52 1313.50 313 8 1 22,214$ 0.461 0.717 5.48 1.00 18077 1303.39 5.31 0.013 0.01320 1.237 0.897 3.98 0.00334 Benefit Area Budget Cost Alder Avenue 18077 1303.39 1308.80 250 8 1 17,750$ 0.461 0.683 5.48 1.00 18078 1300.39 4.74 0.013 0.01200 1.237 0.855 3.79 0.00334 Alder Avenue 18078 1300.39 1305.40 288 8 1 20,423$ 0.461 0.813 5.48 1.00 18079 1295.50 4.34 0.013 0.01700 1.237 1.018 4.51 0.00334 City of Fontana Sewer Model Engineering Resources Alder Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Alder Avenue 18079 1295.50 1300.90 331 8 1 23,505$ 0.461 0.792 5.48 1.00 18080 1290.17 4.73 0.013 0.01610 1.237 0.991 4.39 0.00334 Alder Avenue 18080 1290.17 1295.90 296 8 1 20,989$ 0.461 0.789 5.48 1.00 18081 1285.44 5.06 0.013 0.01600 1.237 0.988 4.38 0.00334 Alder Avenue 18081 1285.44 1290.90 334 8 1 23,714$ 0.461 0.925 5.48 1.00 18082 1278.37 4.79 0.013 0.02200 1.237 1.158 5.13 0.00334 Alder Avenue 18082 1278.37 1285.10 375 8 1 26,658$ 0.461 0.683 5.48 1.00 18083 1275.40 6.06 0.013 0.01200 1.237 0.855 3.79 0.00334 Alder Avenue 18083 1275.40 1281.00 103 8 1 7,313$ 0.461 0.882 5.48 1.00 18084 1270.40 4.93 0.013 0.02000 1.237 1.104 4.90 0.00334 Alder Avenue 18084 1270.40 1275.40 271 8 1 19,241$ 0.461 0.633 5.48 1.00 18085 1266.43 4.33 0.013 0.01030 1.237 0.792 3.51 0.00334 Alder Avenue T1SR5W 8NE 25%, 9NW 40%0.119 mgd Arrow Blvd 18085 1266.43 1270.20 50 8 1 3,525$ 0.580 1.286 7.45 0.85 18086 1264.32 3.10 0.013 0.04250 1.523 1.610 7.14 0.00334 Alder Avenue 18086 1264.32 1270.60 264 8 1 18,768$ 0.580 0.746 6.75 1.00 18087 1260.54 5.61 0.013 0.01430 1.523 0.934 4.14 0.00334 Alder Avenue 18087 1260.54 1266.80 299 8 1 21,213$ 0.580 0.797 6.75 1.00 18088 1255.67 5.59 0.013 0.01630 1.523 0.997 4.42 0.00334 Alder Avenue 18088 1255.67 1261.40 317 8 1 22,517$ 0.580 0.825 6.75 1.00 18089 1250.12 5.06 0.013 0.01750 1.523 1.033 4.58 0.00334 Alder Avenue 18089 1250.12 1256.70 350 8 1 24,850$ 0.580 0.592 6.75 1.00 18090 1246.97 5.91 0.013 0.00900 1.523 0.741 3.28 0.00334 Alder Avenue 18090 1246.97 1251.80 187 8 1 13,263$ 0.580 0.749 6.75 1.00 18091 1244.28 4.16 0.013 0.01440 1.523 0.937 4.15 0.00334 Alder Avenue 18091 1244.28 1251.00 58 8 1 4,109$ 0.580 0.749 6.75 1.00 18092 1243.45 6.05 0.013 0.01440 1.523 0.937 4.15 0.00334 Alder Avenue 18092 1243.28 1250.30 183 10 1 15,767$ 0.580 1.357 4.98 0.81 18093 1240.64 6.19 0.013 0.01440 1.523 1.699 4.82 0.00248 Alder Avenue 18093 1240.64 1245.30 464 10 1 39,925$ 0.580 1.453 5.23 0.77 18094 1232.98 3.83 0.013 0.01650 1.523 1.818 5.16 0.00248 Alder Avenue 18094 1232.98 1238.50 383 10 1 32,912$ 0.580 1.154 4.32 1.00 18095 1229.00 4.69 0.013 0.01040 1.523 1.444 4.10 0.00248 Alder Avenue 18095 1229.00 1234.00 445 10 1 38,277$ 0.580 1.488 5.30 0.76 18096 1221.30 4.17 0.013 0.01730 1.523 1.862 5.28 0.00248 Alder Avenue T1SR5W 8SE 25%, 9SW 50%0.131 mgd Merrill Avenue 18096 1221.30 1229.00 203 10 1 17,465$ 0.711 1.488 5.53 0.89 23061 1217.79 6.87 0.013 0.01730 1.833 1.862 5.28 0.00248 Alder Ave. 23061 1217.62 1225.00 358 12 1 36,111$ 0.711 1.572 4.03 0.84 23062 1215.01 6.38 0.013 0.00730 1.833 1.967 3.88 0.00194 Benefit Area Budget Cost Alder Avenue 23062 1215.01 1220.60 328 12 1 0.711 2.260 5.16 0.66 23059 1210.05 4.59 0.013 0.01510 1.833 2.829 5.57 0.00194 Alder Avenue 23059 1210.05 1215.52 91 12 1 0.711 2.081 4.91 0.69 23063 1208.89 4.47 0.013 0.01280 1.833 2.604 5.13 0.00194 City of Fontana Sewer Model Engineering Resources Alder Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Alder Avenue 23063 1208.89 1214.50 289 12 1 0.711 2.153 4.98 0.68 23064 1204.93 4.61 0.013 0.01370 1.833 2.694 5.31 0.00194 Alder Avenue 23064 1204.93 1210.80 109 12 1 0.711 2.153 4.98 0.68 23065 1203.43 4.87 0.013 0.01370 1.833 2.694 5.31 0.00194 Alder Avenue 23065 1203.43 1209.70 685 12 1 0.711 2.253 5.16 0.66 23066 1193.16 5.27 0.013 0.01500 1.833 2.819 5.56 0.00194 Alder Avenue Locust Sewer 0.616 mgd 23066 1193.16 1199.10 379 12 1 38,321$ 1.327 2.145 6.37 1.00 23068 1188.00 4.94 0.013 0.01360 3.235 2.684 5.29 0.00194 Alder Avenue 23068 1188.00 1194.00 461 12 1 46,560$ 1.327 2.184 6.37 1.00 23069 1181.50 5.00 0.013 0.01410 3.235 2.733 5.39 0.00194 Alder Avenue T1SR5W 16NW 75%, 17NE 25%0.171 mgd Randall Avenue 23069 1181.50 1188.80 631 12 1 63,774$ 1.499 1.539 7.12 1.00 23070 1177.08 6.30 0.013 0.00700 3.613 1.926 3.80 0.00194 Alder Avenue 23070 1177.08 1184.90 189 12 1 19,046$ 1.499 1.539 7.12 1.00 23071 1175.76 6.82 0.013 0.00700 3.613 1.926 3.80 0.00194 Alder Avenue 23071 1175.76 1181.75 89 12 1 8,946$ 1.499 1.539 7.12 1.00 23072 1175.14 4.99 0.013 0.00700 3.613 1.926 3.80 0.00194 Alder Avenue 23072 1175.14 1181.00 275 12 1 27,803$ 1.499 2.454 7.12 1.00 23073 1170.24 4.86 0.013 0.01780 3.613 3.071 6.05 0.00194 Alder Avenue 23073 1170.24 1176.50 225 12 1 22,682$ 1.499 1.998 7.12 1.00 23074 1167.59 5.26 0.013 0.01180 3.613 2.500 4.93 0.00194 Alder Avenue 23074 1167.59 1172.80 250 12 1 25,283$ 1.499 2.275 7.12 1.00 23075 1163.76 4.21 0.013 0.01530 3.613 2.847 5.61 0.00194 Alder Avenue 23075 1163.51 1168.90 385 15 1 1.499 4.125 6.19 0.69 23076 1157.62 4.14 0.013 0.01530 3.613 5.162 6.51 0.00144 Hawthorne Avenue T1SR5W 16SW 30%, 17SE 45%0.132 mgd Alder Avenue 23076 1157.62 1163.70 330 15 1 40,590$ 1.631 1.827 4.92 1.00 23077 1156.63 4.83 0.013 0.00300 3.901 2.286 2.88 0.00144 Hawthorne Avenue 23077 1156.63 1194.90 330 15 1 40,590$ 1.631 1.827 4.92 1.00 23078 1155.64 37.02 0.013 0.00300 3.901 2.286 2.88 0.00144 Hawthorne Avenue 23078 1155.64 1164.50 330 15 1 40,590$ 1.631 1.827 4.92 1.00 23111 1164.06 7.61 0.013 0.00300 3.901 2.286 2.88 0.00144 Discharge to Tamarind Ave MH 23111 Job #:86025.028 Cost of Improvements $844,694 Date:18-May-00 1.631 mgd avg 3.901 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Alder Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $844,694 Flows in Year 2005 Date:18-May-00 0 1 2 3 4 5 6 13177131781317913180131811318213183Miller Avenue13185131861318713188131551318913190134001319113192Foothill Blvd1807718078180791808018081180821808318084Arrow Blvd18086180871808818089180901809118092180931809418095Randall Avenue230612306223059230632306423065Locust Sewer2306823069230702307123072230732307423075Alder Avenue23077Tamarind SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Arrow Highway Relief Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Splitter Manhole Add Beech Avenue Sewer 0.005 mgd 0.005 mgd into manhole 100%Discharge to Arrow Route Sewer MH A1 0%Discharge to Beech Avenue Sewer MH 16C Arrow Route Manhole Discharge 7.336 0.005 mgd 16C 1239.91 5280 21 1 871,200$ 0.005 1.45 0.03 15D 1197.46 0.013 0.00804 0.020 9.180 5.91 0.00092 Splitter Manhole Add Cherry Avenue Sewer 0.003 mgd 0.008 mgd into manhole 100%Discharge to Arrow Route Sewer MH A2 0%Discharge to Cherry Avenue Sewer MH 15D Arrow Route Manhole Discharge 0.008 mgd 15D 1196.96 1157.00 5280 27 1 1,082,400$ 0.008 10.996 1.39 0.03 A1 1171.99 -42.21 0.013 0.00473 0.031 13.760 5.36 0.00066 Arrow Route T1SR6W 9NE, 10 NW 50%0.091 mgd Mulberry Avenue A1 1171.99 1157.00 5280 27 1 1,082,400$ 0.099 10.996 2.28 0.10 14007 1147.02 -17.24 0.013 0.00473 0.305 13.760 5.36 0.00066 Discharge to Etiwanda Avenue Sewer Manhole 14007 Job #:86025.028 Cost of Improvements $3,036,000 Date:18-May-00 Benefit Area Budget Cost 0.099 mgd avg 0.305 mgd pk City of Fontana Sewer Model Engineering Resources Arrow Highway Relief Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $3,036,000 Flows in Year 2005 Date:18-May-00 0 2 4 6 8 10 12 14 16 Beech Avenue SewerCherry Avenue SewerEtiwanda SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Baseline - Sierra Avenue Sewer Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Sierra Ave (Proposed)TINR5W 20NW 0.048 mgd 5984 1715.00 1735.00 2460 12 1 248,460$ 0.048 1.163 1.51 0.26 5985 1705.16 19.00 0.013 0.00400 0.158 1.456 2.87 0.00194 Sierra Ave (Proposed) 5985 1705.16 1725.00 2543 12 1 256,877$ 0.048 1.163 1.51 0.26 5986 1694.99 18.84 0.013 0.00400 0.158 1.456 2.87 0.00194 Sierra Ave (Proposed) 5986 1695.32 1715.00 359 8 1 25,498$ 0.048 1.033 3.22 0.27 5987 1685.48 19.01 0.013 0.02740 0.158 1.292 5.73 0.00334 Sierra Ave (Proposed) 5987 1685.48 1705.00 553 8 1 39,249$ 0.048 0.832 2.66 0.31 5988 1675.64 18.85 0.013 0.01780 0.158 1.042 4.62 0.00334 Sierra Ave (Proposed) 5988 1675.64 1695.00 709 8 1 50,371$ 0.048 0.722 2.44 0.33 5989 1666.13 18.69 0.013 0.01340 0.158 0.904 4.01 0.00334 Sierra Ave (Proposed)T1NR5W 20SW 0.071 mgd 5989 1665.80 1685.00 541 12 1 54,607$ 0.120 2.482 3.28 0.27 5990 1655.96 18.20 0.013 0.01820 0.362 3.105 6.12 0.00194 Sierra Ave (Proposed) 5990 1655.96 1675.00 518 12 1 52,307$ 0.120 2.536 3.45 0.26 5991 1646.12 18.04 0.013 0.01900 0.362 3.173 6.25 0.00194 Sierra Ave (Proposed) 5991 1646.12 1665.00 607 12 1 61,348$ 0.120 2.341 3.11 0.28 5992 1636.28 17.88 0.013 0.01620 0.362 2.930 5.77 0.00194 Sierra Ave (Proposed) 5992 1636.28 1655.00 607 12 1 61,348$ 0.120 2.341 3.11 0.28 5993 1626.44 17.72 0.013 0.01620 0.362 2.930 5.77 0.00194 Sierra Ave (Proposed) 5993 1626.44 1645.00 541 12 1 54,607$ 0.120 2.482 3.28 0.27 5994 1616.60 17.56 0.013 0.01820 0.362 3.105 6.12 0.00194 Sierra Ave (Proposed) 5994 1616.60 1635.00 505 12 1 50,978$ 0.120 2.536 3.45 0.26 5995 1607.01 17.40 0.013 0.01900 0.362 3.173 6.25 0.00194 Sierra Ave (Proposed)T1NR5W 29NW, Sierra Lakes 21%0.116 mgd 5995 1606.76 1625.00 2460 15 1 302,580$ 0.235 2.109 2.34 0.39 5996 1596.92 16.99 0.013 0.00400 0.670 2.640 3.33 0.00144 Sierra Ave (Proposed) 5996 1596.92 1615.00 2460 15 1 302,580$ 0.235 2.109 2.34 0.39 5997 1587.08 16.83 0.013 0.00400 0.670 2.640 3.33 0.00144 Sierra Ave (Proposed) 5997 1587.08 1605.00 2450 15 1 301,350$ 0.235 2.109 2.34 0.39 5998 1577.28 16.67 0.013 0.00400 0.670 2.640 3.33 0.00144 Sierra Ave (Proposed) 5998 1577.28 1595.00 2470 15 1 303,810$ 0.235 2.109 2.34 0.39 5999 1567.40 16.47 0.013 0.00400 0.670 2.640 3.33 0.00144 Sierra Ave (Proposed) 5999 1567.40 1585.00 2460 15 1 302,580$ 0.235 2.109 2.34 0.39 6000 1557.56 16.35 0.013 0.00400 0.670 2.640 3.33 0.00144 Sierra Ave (Proposed) 6000 1557.56 1575.00 3605 15 1 443,415$ 0.235 2.109 2.34 0.39 6001 1543.14 16.19 0.013 0.00400 0.670 2.640 3.33 0.00144 Sierra Lakes Ave T1NR5W 29SW, Sierra Lakes 12%0.089 mgd Sierra Avenue 6001 1542.89 1562.70 370 18 1 0.324 3.430 2.52 0.35 6002 1541.41 18.31 0.013 0.00400 0.897 4.292 3.76 0.00113 Sierra Lakes Ave 6002 1541.41 1564.40 338 18 1 0.324 3.430 2.52 0.35 6003 1540.06 21.49 0.013 0.00400 0.897 4.292 3.76 0.00113 DESIGN GUIDE - Sewer Capacity Analysis Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Baseline - Sierra Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Sierra Lakes Ave 6004 1538.76 1558.50 418 18 1 0.324 3.430 2.52 0.35 6005 1537.09 18.24 0.013 0.00400 0.897 4.292 3.76 0.00113 Sierra Lakes Ave 6005 1537.09 1553.00 -4085 18 1 0.324 3.430 2.52 0.35 6006 1553.43 14.41 0.013 0.00400 0.897 4.292 3.76 0.00113 Sierra Lakes Ave 6006 1553.43 1548.50 4835 18 1 0.324 3.430 2.52 0.35 6007 1534.09 -6.43 0.013 0.00400 0.897 4.292 3.76 0.00113 Sierra Lakes Ave 6007 1534.09 1547.20 345 18 1 0.324 3.430 2.52 0.35 6008 1532.71 11.61 0.013 0.00400 0.897 4.292 3.76 0.00113 Sierra Lakes Ave 6008 1532.71 1545.90 435 18 1 0.324 3.430 2.52 0.35 6009 1530.97 11.69 0.013 0.00400 0.897 4.292 3.76 0.00113 Sierra Lakes Ave Sierra Lakes 23%0.069 mgd 6009 1530.97 1544.20 445 18 1 0.393 3.618 2.78 0.37 6010 1528.99 11.73 0.013 0.00445 1.068 4.527 3.97 0.00113 Sierra Lakes Ave 6010 1528.99 1541.60 450 18 1 0.393 3.430 2.68 0.38 6011 1527.19 11.11 0.013 0.00400 1.068 4.292 3.76 0.00113 Sierra Lakes Ave 6011 1527.19 1538.80 410 18 1 0.393 3.430 2.68 0.38 6012 1525.55 10.11 0.013 0.00400 1.068 4.292 3.76 0.00113 Sierra Lakes Ave 6012 1525.55 1536.20 350 18 1 0.393 3.430 2.68 0.38 6013 1524.15 9.15 0.013 0.00400 1.068 4.292 3.76 0.00113 Sierra Lakes Ave 6013 1524.15 1537.00 363 18 1 0.393 3.430 2.68 0.38 6014 1522.70 11.35 0.013 0.00400 1.068 4.292 3.76 0.00113 Sierra Lakes Ave 6014 1522.70 1538.10 363 18 1 0.393 3.430 2.68 0.38 6015 1521.25 13.90 0.013 0.00400 1.068 4.292 3.76 0.00113 Sierra Lakes Ave 6015 1521.25 1539.40 212 18 1 0.393 3.430 2.68 0.38 6016 1520.40 16.65 0.013 0.00400 1.068 4.292 3.76 0.00113 Sierra Lakes Ave 6016 1520.40 1540.10 345 18 1 0.393 3.430 2.68 0.38 6017 1519.02 18.20 0.013 0.00400 1.068 4.292 3.76 0.00113 Sierra Lakes Ave 6017 1519.02 1540.00 79 18 1 0.393 6.136 3.89 0.29 6018 1518.01 19.48 0.013 0.01280 1.068 7.678 6.73 0.00113 Citrus Ave Sierra Lakes 34%0.101 mgd Sierra Lakes Avenue 6018 1517.76 1537.80 366 21 1 0.494 5.785 2.94 0.33 6019 1515.93 18.29 0.013 0.00500 1.317 7.239 4.66 0.00092 Citrus Ave 6019 1515.93 1529.60 174 21 1 0.494 31.366 12.46 0.12 6020 1490.29 11.92 0.013 0.14700 1.317 39.250 25.26 0.00092 Citrus Ave 6020 1490.29 1524.50 600 21 1 0.494 5.785 2.94 0.33 6021 1485.25 32.46 0.013 0.00500 1.317 7.239 4.66 0.00092 Citrus Ave 6021 1485.25 1507.50 600 21 1 0.494 5.785 2.94 0.33 9225 1459.27 20.50 0.013 0.00500 1.317 7.239 4.66 0.00092 Citrus Ave Sierra Lakes 10%0.030 mgd Proposed Citrus Ave NE Sewer 0.412 mgd 9221 1486.37 1507.50 600 21 1 0.936 5.785 3.57 0.44 9222 1476.23 19.38 0.013 0.00500 2.354 7.239 4.66 0.00092 Benefit Area Budget Cost Citrus Ave 9222 1484.32 1503.30 394 21 1 0.936 5.785 3.57 0.44 9223 1482.35 17.23 0.013 0.00500 2.354 7.239 4.66 0.00092 Citrus Ave 9223 1482.35 1493.10 358 21 1 0.936 10.698 5.26 0.33 9224 1476.23 9.00 0.013 0.01710 2.354 13.387 8.61 0.00092 City of Fontana Sewer Model Engineering Resources Baseline - Sierra Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Citrus Ave 9224 1476.23 1485.85 707 21 1 0.936 12.674 6.00 0.30 9225 1459.27 7.87 0.013 0.02400 2.354 15.860 10.21 0.00092 Citrus Ave 9225 1459.27 1469.80 207 21 1 0.936 12.674 6.00 0.30 8020 1454.30 8.78 0.013 0.02400 2.354 15.860 10.21 0.00092 Los Cedros Ave T1NR6W 36NE 75% T1NR5W 31NW 10%0.125 mgd Citrus Avenue 8020 1454.30 1467.80 402 21 1 1.061 6.337 3.89 0.45 8019 1451.89 11.75 0.013 0.00600 2.639 7.930 5.10 0.00092 Los Cedros Ave 8019 1451.89 1465.30 407 21 1 1.061 6.337 3.89 0.45 8018 1449.45 11.66 0.013 0.00600 2.639 7.930 5.10 0.00092 Los Cedros Ave 8018 1449.45 1461.90 405 21 1 1.061 6.337 3.89 0.45 8017 1447.02 10.70 0.013 0.00600 2.639 7.930 5.10 0.00092 Los Cedros Ave 8017 1447.02 1459.40 405 21 1 1.061 6.337 3.89 0.45 8016 1444.59 10.63 0.013 0.00600 2.639 7.930 5.10 0.00092 Los Cedros Ave 8016 1444.59 1457.80 445 21 1 1.061 6.337 3.89 0.45 8015 1441.92 11.46 0.013 0.00600 2.639 7.930 5.10 0.00092 Almeria Ave Los Cedros Avenue 8015 1442.17 1456.03 301 18 1 1.061 8.745 6.63 0.38 8014 1434.35 12.36 0.013 0.02600 2.639 10.943 9.58 0.00113 Almeria Ave 8014 1434.35 1449.80 299 18 1 1.061 8.745 6.63 0.38 8013 1426.58 13.95 0.013 0.02600 2.639 10.943 9.58 0.00113 Almeria Ave T1NR6W 36NE 20%0.030 mgd 8013 1426.58 1443.70 271 18 1 1.091 8.711 6.79 0.38 8012 1419.60 15.62 0.013 0.02580 2.706 10.901 9.55 0.00113 Almeria Ave 8012 1419.60 1434.30 344 18 1 1.091 11.075 7.90 0.34 8011 1405.27 13.20 0.013 0.04170 2.706 13.859 12.14 0.00113 Almeria Ave 8011 1405.27 1419.71 -173 18 1 1.091 11.075 7.90 0.34 8010 1412.48 12.94 0.013 0.04170 2.706 13.859 12.14 0.00113 Almeria Ave 8010 1412.48 1428.56 278 18 1 1.091 6.945 5.76 0.43 8009 1407.92 14.58 0.013 0.01640 2.706 8.691 7.61 0.00113 Almeria Ave 8009 1407.92 1423.30 265 18 1 1.091 5.424 4.73 0.50 8008 1405.27 13.88 0.013 0.01000 2.706 6.787 5.94 0.00113 Almeria Ave 8008 1405.27 1419.71 302 18 1 1.091 5.424 4.73 0.50 8007 1402.25 12.94 0.013 0.01000 2.706 6.787 5.94 0.00113 Almeria Ave 8007 1402.25 1417.85 230 18 1 1.091 6.136 5.28 0.46 8006 1399.30 14.10 0.013 0.01280 2.706 7.678 6.73 0.00113 Almeria Ave 8006 1399.30 1413.75 600 18 1 86,400$ 1.091 2.590 2.87 0.77 8005 1394.46 12.95 0.013 0.00228 2.706 3.241 2.84 0.00113 Almeria Ave 8005 1394.46 1408.61 179 18 1 1.091 9.204 7.04 0.37 8004 1389.31 12.65 0.013 0.02880 2.706 11.517 10.09 0.00113 Almeria Ave 8004 1389.31 1403.55 900 18 1 1.091 4.059 3.94 0.58 8003 1384.27 12.74 0.013 0.00560 2.706 5.079 4.45 0.00113 Benefit Area Budget Cost Almeria Ave 8003 1384.27 1398.36 284 18 1 1.091 7.737 6.14 0.41 8002 1378.50 12.59 0.013 0.02035 2.706 9.681 8.48 0.00113 Almeria Ave 8002 1378.50 1391.98 691 18 1 1.091 5.424 4.73 0.50 8001 1371.59 11.98 0.013 0.01000 2.706 6.787 5.94 0.00113 City of Fontana Sewer Model Engineering Resources Baseline - Sierra Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Almeria Ave 8001 1371.59 1386.98 444 18 1 1.091 5.636 4.86 0.49 11272 1366.79 13.89 0.013 0.01080 2.706 7.053 6.18 0.00113 Splitter Manhole Add Citrus Avenue Sewer 0.197 mgd 1.288 mgd into manhole 100%Discharge to Baseline Ave Sewer MH 11272 0%Discharge to Citrus Ave Sewer MH 12315 Baseline Ave T1NR6W 36SE 50%, Rancho Fontana 30%0.160 mgd Manhole Discharge 1.288 mgd 11272 1366.54 1383.64 287 21 1 1.448 6.746 4.39 0.51 11273 1364.59 15.35 0.013 0.00680 3.502 8.442 5.43 0.00092 Baseline Ave 11273 1364.59 1381.76 372 21 1 1.448 6.746 4.39 0.51 11274 1362.06 15.42 0.013 0.00680 3.502 8.442 5.43 0.00092 Baseline Ave 11274 1362.06 1379.16 378 21 1 1.448 7.075 4.62 0.49 11275 1359.23 15.35 0.013 0.00748 3.502 8.854 5.70 0.00092 Baseline Ave 11275 1359.23 1376.32 278 21 1 1.448 7.847 4.88 0.47 11276 1356.67 15.34 0.013 0.00920 3.502 9.819 6.32 0.00092 Baseline Ave 11276 1356.67 1347.07 329 21 1 1.448 8.502 5.16 0.45 11277 1353.12 -11.35 0.013 0.01080 3.502 10.639 6.85 0.00092 Baseline Ave 11277 1353.12 1370.15 329 21 1 1.448 8.343 5.16 0.45 11278 1349.70 15.28 0.013 0.01040 3.502 10.440 6.72 0.00092 Baseline Ave 11278 1349.70 1366.36 329 21 1 1.448 7.847 4.88 0.47 11279 1346.67 14.91 0.013 0.00920 3.502 9.819 6.32 0.00092 Baseline Ave 11279 1346.67 1363.63 643 21 1 1.448 6.337 4.28 0.52 11280 1342.81 15.21 0.013 0.00600 3.502 7.930 5.10 0.00092 Baseline Ave 11280 1344.75 1362.49 323 21 1 1.448 6.337 4.28 0.52 11281 1342.81 15.99 0.013 0.00600 3.502 7.930 5.10 0.00092 Discharge to Beech Lytle Creek Sewer Manhole 11281 Job #:86025.028 Cost of Improvements $2,998,365 Date:18-May-00 1.448 mgd avg 3.502 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Baseline - Sierra Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $2,998,365 Flows in Year 2005 Date:18-May-00 0 5 10 15 20 25 30 35 40 45 59845985598659875988598959905991599259935994599559965997599859996000Sierra Avenue6002600360046005600660076008600960106011601260136014601560166017Sierra Lakes Avenue601960206021Proposed Citrus Ave NE Sewer9222922392249225Citrus Avenue8019801880178016Los Cedros Avenue80148013801280118010800980088007800680058004800380028001Citrus Sewer11273112741127511276112771127811279Beech SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Beech Lytle Creek Road Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Lytle Creek Rd (Prop)T1NR5W 18NW, 70%0.014 mgd 2001 1913.00 1920.00 3496 8 1 248,201$ 0.014 1.202 3.29 0.12 1001 1783.17 6.33 0.013 0.03714 0.050 1.505 6.67 0.00334 Lytle Creek Rd (Prop)T1NR6W 13NE, 13NW 50%, 13SE 60%0.010 mgd 1001 1783.00 1790.00 2600 10 1 223,626$ 0.024 1.856 3.08 0.13 1002 1713.00 6.17 0.013 0.02692 0.083 2.323 6.59 0.00248 Lytle Creek Rd (Prop)T1NR6W 13 NW 50%, 13SW, 14NE, Coyote Canyon 15%0.051 mgd 1002 1713.00 1720.00 1300 10 1 111,801$ 0.074 1.984 3.60 0.24 1003 1673.00 6.17 0.013 0.03077 0.234 2.483 7.05 0.00248 Lytle Creek Rd (Prop)Coyote Canyon 55%0.069 mgd 1003 1673.00 1680.00 1890 10 1 162,553$ 0.143 1.678 3.87 0.35 3001 1631.42 6.17 0.013 0.02200 0.426 2.100 5.96 0.00248 Lytle Creek Rd (Prop)TINR6W 13SE 40%, 24NE, 24NW 0.068 mgd 3001 1631.00 1638.00 1600 15 1 196,800$ 0.211 2.358 2.46 0.35 5020 1623.00 5.75 0.013 0.00500 0.608 2.951 3.72 0.00144 Lytle Creek Rd (Prop)T1NR6W 24SW, 24SE 50%, Westgate 15%0.123 mgd 5020 1623.00 1640.00 2000 15 1 246,000$ 0.334 4.085 4.04 0.33 5021 1593.00 15.75 0.013 0.01500 0.922 5.112 6.45 0.00144 Lytle Creek Rd (Prop) 5021 1593.00 1600.00 2700 15 1 332,106$ 0.334 5.215 4.60 0.30 8012 1527.00 5.75 0.013 0.02444 0.922 6.525 8.23 0.00144 Curtis Ave (Prop)T1NR6W 25NE 50%, 25NW, 26NE 50%0.280 mgd 8012 1527.00 1535.00 1300 15 1 159,902$ 0.614 4.159 4.92 0.43 8013 1506.79 6.75 0.013 0.01555 1.603 5.204 6.56 0.00144 Beech Ave 8013 1506.79 1520.00 2589 12 1 0.614 2.852 5.86 0.53 11353 1444.55 12.21 0.013 0.02404 1.603 3.569 7.03 0.00194 Beech Ave N.T1NR6W 25SW, 26SE, 25SE 0.321 mgd Highland Avenue 11353 1444.30 1457.80 303 15 1 0.934 3.817 5.14 0.56 11354 1440.33 12.25 0.013 0.01310 2.350 4.777 6.02 0.00144 Beech Ave N. 11354 1440.33 1449.00 377 15 1 0.934 4.500 5.77 0.51 11355 1433.47 7.42 0.013 0.01820 2.350 5.630 7.10 0.00144 Beech Ave N. 11355 1433.47 1442.40 374 15 1 0.934 4.775 6.08 0.49 11356 1425.80 7.68 0.013 0.02050 2.350 5.976 7.54 0.00144 Beech Ave N. 11356 1425.80 1434.70 357 15 1 0.934 5.806 6.99 0.44 11357 1414.99 7.65 0.013 0.03030 2.350 7.265 9.16 0.00144 Beech Ave N. 11357 1414.99 1427.40 314 15 1 0.934 4.775 6.08 0.49 11358 1408.56 11.16 0.013 0.02050 2.350 5.976 7.54 0.00144 Beech Ave N. 11358 1408.56 1421.00 197 15 1 0.934 6.275 7.44 0.42 11359 1401.60 11.19 0.013 0.03540 2.350 7.853 9.90 0.00144 Beech Ave N. 11359 1401.60 1416.90 131 15 1 0.934 6.013 7.21 0.43 11360 1397.35 14.05 0.013 0.03250 2.350 7.524 9.49 0.00144 Beech Ave N. 11360 1397.35 1414.20 335 15 1 0.934 6.737 7.68 0.41 11361 1383.70 15.60 0.013 0.04080 2.350 8.430 10.63 0.00144 Beech Ave N. 11361 1383.70 1407.30 36 15 1 0.934 3.335 4.73 0.60 11362 1383.34 22.35 0.013 0.01000 2.350 4.174 5.26 0.00144 Beech Ave N.T1NR6W 35NE, California Landings, T1NR6W 36NW 0.394 mgd 11362 1383.34 1406.80 390 15 1 1.329 3.335 5.22 0.73 Benefit Area Budget Cost 11363 1379.44 22.21 0.013 0.01000 3.238 4.174 5.26 0.00144 Beech Ave N. 11363 1379.44 1399.70 406 15 1 1.329 3.335 5.22 0.73 11364 1375.38 19.01 0.013 0.01000 3.238 4.174 5.26 0.00144 City of Fontana Sewer Model Engineering Resources Lytle Creek Road Sewer(Prop)DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Beech Ave N. 11364 1375.38 1392.20 435 15 1 1.329 3.335 5.22 0.73 11365 1371.03 15.57 0.013 0.01000 3.238 4.174 5.26 0.00144 Beech Ave N. 11365 1371.03 1384.30 300 15 1 1.329 3.482 5.38 0.71 11366 1367.76 12.02 0.013 0.01090 3.238 4.357 5.50 0.00144 Beech Ave N. 11366 1367.76 1378.90 377 15 1 1.329 4.016 5.94 0.65 11367 1362.30 9.89 0.013 0.01450 3.238 5.026 6.34 0.00144 Beech Ave N. 11367 1362.30 1372.10 376 15 1 1.329 4.549 6.39 0.61 11368 1355.30 8.55 0.013 0.01860 3.238 5.692 7.18 0.00144 Beech Ave N. 11368 1355.30 1365.20 288 15 1 1.329 6.467 8.16 0.50 11369 1344.46 8.65 0.013 0.03760 3.238 8.093 10.21 0.00144 Beech Ave N.Rancho Fontana 15%0.059 mgd 11369 1344.46 1360.20 115 15 1 1.388 3.335 5.28 0.75 11281 1343.31 14.49 0.013 0.01000 3.368 4.174 5.26 0.00144 Beech Ave N.T1NR6W 35SE 0.190 mgd Baseline Sewer 1.448 mgd 11281 1342.81 1360.75 439 21 1 3.025 8.580 6.41 0.65 11282 1337.98 16.19 0.013 0.01100 6.846 10.737 6.91 0.00092 Beech Ave N. 11282 1337.98 1351.40 440 21 1 3.025 10.945 7.64 0.56 11283 1330.11 11.67 0.013 0.01790 6.846 13.697 8.81 0.00092 Beech Ave N. 11283 1330.11 1341.45 443 21 1 3.025 10.915 7.64 0.56 11284 1322.23 9.59 0.013 0.01780 6.846 13.658 8.79 0.00092 Beech Ave N. 11284 1322.23 1334.40 437 21 1 3.025 10.635 7.49 0.57 11285 1314.84 10.42 0.013 0.01690 6.846 13.308 8.56 0.00092 Beech Ave N. 11285 1314.84 1326.80 415 21 1 3.025 10.676 7.49 0.57 11286 1307.78 10.21 0.013 0.01703 6.846 13.360 8.60 0.00092 Beech Ave N. 11286 1307.78 1319.95 460 21 1 3.025 10.604 7.49 0.57 11287 1300.05 10.42 0.013 0.01680 6.846 13.269 8.54 0.00092 Beech Ave N. 11287 1300.05 1312.70 416 21 1 3.025 10.604 7.49 0.57 11288 1293.06 10.90 0.013 0.01680 6.846 13.269 8.54 0.00092 Beech Ave N. 11288 1293.06 1305.20 400 21 1 3.025 10.604 7.49 0.57 11289 1286.34 10.39 0.013 0.01680 6.846 13.269 8.54 0.00092 Beech Ave N. 11289 1286.34 1293.70 579 21 1 3.025 10.604 7.49 0.57 11290 1276.62 5.61 0.013 0.01680 6.846 13.269 8.54 0.00092 Beech Ave N. 11290 1276.62 1291.70 214 21 1 3.025 10.667 7.49 0.57 11291 1272.99 13.33 0.013 0.01700 6.846 13.348 8.59 0.00092 Beech Ave N. 11291 1272.99 1287.70 110 21 1 3.025 10.667 7.49 0.57 11292 1271.12 12.96 0.013 0.01700 6.846 13.348 8.59 0.00092 Beech Ave N. 11292 1271.12 1284.10 351 21 1 3.025 10.853 7.49 0.57 11293 1264.95 11.23 0.013 0.01760 6.846 13.581 8.74 0.00092 Beech Ave N. 11293 1264.95 1279.50 340 21 1 3.025 10.853 7.49 0.57 Benefit Area Budget Cost 11294 1258.97 12.80 0.013 0.01760 6.846 13.581 8.74 0.00092 Beech Ave N.T1SR6W 2SE, 1SW 50%0.112 mgd 11294 1258.97 1273.40 192 21 1 3.138 8.658 6.50 0.66 16A 1256.82 12.68 0.013 0.01120 7.078 10.834 6.97 0.00092 City of Fontana Sewer Model Engineering Resources Lytle Creek Road Sewer(Prop)DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Splitter Manhole Add Foothill Blvd Sewer 0.270 mgd 3.408 mgd into manhole 0%Discharge to Beech Ave Sewer MH 16A 100%Discharge to Foothill Blvd Sewer MH 10327 Beech Ave Prop.Manhole Discharge 0.000 mgd 16A 1255.57 400 36 1 105,600$ 0.000 48.175 #DIV/0!0.00 16K 1247.74 0.013 0.01957 0.000 60.284 13.20 0.00045 Beech Ave Prop.T1SR6W 12NW 5%0.005 mgd 16B 1247.74 400 36 1 105,600$ 0.005 48.175 2.61 0.01 16C 1239.91 0.013 0.01957 0.020 60.284 13.20 0.00045 Splitter Manhole no inlet on Arrow 0.000 mgd 0.005 mgd into manhole 0%Discharge to Beech Ave Sewer MH 16C 100%Discharge to Arrow Route Sewer MH 12A Beech Ave Prop.Manhole Discharge 0.000 mgd 16C 1239.91 400 15 1 49,200$ 0.000 4.666 #DIV/0!0.00 16D 1232.09 0.013 0.01957 0.000 5.839 7.36 0.00144 Beech Ave Prop.T1SR6W 12NW 95%, 11NE 0.158 mgd 16D 1232.09 400 15 1 49,200$ 0.158 4.666 3.62 0.22 16E 1224.26 0.013 0.01957 0.468 5.839 7.36 0.00144 Beech Ave Prop. 16E 1224.26 400 15 1 49,200$ 0.158 4.666 3.62 0.22 16F 1216.43 0.013 0.01957 0.468 5.839 7.36 0.00144 Beech Ave Prop. 16F 1216.43 400 15 1 49,200$ 0.158 4.666 3.62 0.22 16G 1208.60 0.013 0.01957 0.468 5.839 7.36 0.00144 Beech Ave Prop. 16G 1208.60 400 15 1 49,200$ 0.158 4.666 3.62 0.22 16H 1200.77 0.013 0.01957 0.468 5.839 7.36 0.00144 Beech Ave Prop. 16H 1200.77 400 15 1 49,200$ 0.158 4.666 3.62 0.22 16I 1192.95 0.013 0.01957 0.468 5.839 7.36 0.00144 Beech Ave Prop. 16I 1192.95 400 15 1 49,200$ 0.158 4.666 3.62 0.22 16J 1185.12 0.013 0.01957 0.468 5.839 7.36 0.00144 Beech Ave Prop.T1SR6W 11SE, 12SW 0.168 mgd 16J 1185.12 400 15 1 49,200$ 0.326 4.666 4.31 0.31 16K 1177.29 0.013 0.01957 0.902 5.839 7.36 0.00144 Beech Ave Prop. 16K 1177.29 400 15 1 49,200$ 0.326 4.666 4.31 0.31 16L 1169.46 0.013 0.01957 0.902 5.839 7.36 0.00144 Beech Ave Prop. 16L 1169.46 400 15 1 49,200$ 0.326 4.666 4.31 0.31 16M 1161.63 0.013 0.01957 0.902 5.839 7.36 0.00144 Beech Ave Prop. 16M 1161.63 400 15 1 49,200$ 0.326 4.666 4.31 0.31 16N 1153.81 0.013 0.01957 0.902 5.839 7.36 0.00144 Beech Ave Prop. 16N 1153.81 400 15 1 49,200$ 0.326 4.666 4.31 0.31 16O 1145.98 0.013 0.01957 0.902 5.839 7.36 0.00144 Beech Ave Prop.T1SR6W 13NW, 14NE 0.317 mgd Merrill Avenue 16O 1145.98 400 15 1 49,200$ 0.643 4.666 5.46 0.41 16P 1138.15 0.013 0.01957 1.673 5.839 7.36 0.00144 Beech Ave Prop. 16P 1138.15 400 15 1 49,200$ 0.643 4.666 5.46 0.41 16Q 1130.32 0.013 0.01957 1.673 5.839 7.36 0.00144 Beech Ave Prop. 16Q 1130.32 400 15 1 49,200$ 0.643 4.666 5.46 0.41 16R 1122.49 0.013 0.01957 1.673 5.839 7.36 0.00144 Beech Ave Prop. Benefit Area Budget Cost 16R 1122.49 400 15 1 49,200$ 0.643 4.666 5.46 0.41 16S 1114.67 0.013 0.01957 1.673 5.839 7.36 0.00144 Beech Ave Prop. 16S 1114.67 400 15 1 49,200$ 0.643 4.666 5.46 0.41 16T 1106.84 0.013 0.01957 1.673 5.839 7.36 0.00144 City of Fontana Sewer Model Engineering Resources Lytle Creek Road Sewer(Prop)DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Beech Ave Prop. 16T 1106.84 400 15 1 49,200$ 0.643 4.666 5.46 0.41 16U 1099.01 0.013 0.01957 1.673 5.839 7.36 0.00144 Beech Ave Prop.Randall Avenue 16U 1099.01 400 15 1 49,200$ 0.643 4.666 5.46 0.41 16V 1091.18 0.013 0.01957 1.673 5.839 7.36 0.00144 Beech Ave Prop. 16V 1091.18 400 15 1 49,200$ 0.643 4.666 5.46 0.41 16W 1083.35 0.013 0.01957 1.673 5.839 7.36 0.00144 Beech Ave Prop. 16W 1083.35 400 15 1 49,200$ 0.643 4.666 5.46 0.41 16X 1075.53 0.013 0.01957 1.673 5.839 7.36 0.00144 Beech Ave Prop. 16X 1075.53 400 15 1 49,200$ 0.643 4.666 5.46 0.41 16Y 1067.70 0.013 0.01957 1.673 5.839 7.36 0.00144 Beech Ave Prop. 16Y 1067.70 400 15 1 49,200$ 0.643 4.666 5.46 0.41 16Z 1059.87 0.013 0.01957 1.673 5.839 7.36 0.00144 Discharge to San Bernardino Sewer MH 25142 Job #:86025.028 Cost of Improvements $3,023,788 Date:18-May-00 0.643 mgd avg 1.673 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Beech Lytle Creek Road Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $3,023,788 Flows in Year 2005 Date:18-May-00 0 10 20 30 40 50 60 70 200110011002100330015020502180128013Highland11354113551135611357113581135911360113611136211363113641136511366113671136811369Baseline Sewer11282112831128411285112861128711288112891129011291112921129311294Beech Sewer16BArrow Sewer16D16E16F16G16H16I16J16K16L16M16NMerrill Avenue16P16Q16R16S16TRandall Avenue16V16W16X16YSan BernardinoManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Beech Avenue(South) Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Beech Ave S.Southwest Industrial Park 5%0.096 mgd 31030 1030.06 1039.23 313 8 1 0.096 0.851 3.42 0.41 31031 1024.24 8.50 0.013 0.01860 0.298 1.065 4.72 0.00334 Beech Ave S. 31031 1024.24 1032.65 1075 8 1 0.096 0.851 3.42 0.41 31032 1004.24 7.74 0.013 0.01860 0.298 1.065 4.72 0.00334 Beech Ave S. 31032 1004.24 1012.41 375 8 1 0.096 0.700 3.02 0.45 31033 999.52 7.50 0.013 0.01260 0.298 0.876 3.89 0.00334 Beech Ave S. 31033 999.52 1010.29 2705 8 1 0.096 0.636 2.78 0.48 31036 971.38 10.10 0.013 0.01040 0.298 0.796 3.53 0.00334 Beech Ave S.Southwest Industrial Park 15%0.289 mgd 31036 970.55 992.08 332 18 1 0.386 3.162 2.55 0.39 31039 969.42 20.03 0.013 0.00340 1.051 3.957 3.47 0.00113 Beech Ave S. 31039 969.42 985.80 324 18 1 0.386 3.162 2.55 0.39 31040 968.32 14.88 0.013 0.00340 1.051 3.957 3.47 0.00113 Beech Ave S. 31040 968.32 981.54 321 18 1 0.386 3.162 2.55 0.39 31041 967.23 11.72 0.013 0.00340 1.051 3.957 3.47 0.00113 Beech Ave S. 31041 967.23 978.11 415 18 1 0.386 3.162 2.55 0.39 31042 965.82 9.38 0.013 0.00340 1.051 3.957 3.47 0.00113 Beech Ave S. 31042 965.82 973.89 959 18 1 0.386 3.162 2.55 0.39 31043 962.56 6.57 0.013 0.00340 1.051 3.957 3.47 0.00113 Beech Ave S. 31043 962.56 970.60 198 18 1 0.386 5.424 3.48 0.31 31094 960.58 6.54 0.013 0.01000 1.051 6.787 5.94 0.00113 Discharge to Jurupa Avenue 21" MH 31094 Job #:86025.028 Cost of Improvements $0 Date:18-May-00 Benefit Area Budget Cost 0.386 mgd avg 1.051 mgd pk City of Fontana Sewer Model Engineering Resources Beech Avenue(South) Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $0 Flows in Year 2005 Date:18-May-00 0 2 4 6 8 10 12 31030310313103231033310363103931040310413104231043Jurupa SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) Sierra Lakes Ave 6003 1540.06 1561.60 325 18 1 0.324 3.430 2.52 0.35 6004 1538.76 20.04 0.013 0.00400 0.897 4.292 3.76 0.00113 City of Fontana Sewer Model Engineering Resources Cherry Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Foxborough Avenue Hunter's Ridge 13%0.060 mgd 1008 2286.24 2294.09 295 8 1 0.060 2.167 6.04 0.20 1009 2250.66 7.18 0.013 0.12060 0.194 2.711 12.02 0.00334 Foxborough Avenue 1009 2250.66 2258.70 208 8 1 0.060 2.064 5.63 0.21 1010 2227.93 7.37 0.013 0.10940 0.194 2.582 11.45 0.00334 Foxborough Avenue 1010 2227.93 2234.86 188 8 1 0.060 2.092 5.63 0.21 1011 2206.81 6.26 0.013 0.11240 0.194 2.618 11.61 0.00334 Foxborough Avenue 1011 2206.81 2215.92 325 8 1 0.060 2.073 5.63 0.21 1012 2170.95 8.44 0.013 0.11040 0.194 2.594 11.50 0.00334 Foxborough Avenue 1012 2170.95 2178.66 325 8 1 0.060 2.160 6.04 0.20 1013 2132.05 7.04 0.013 0.11980 0.194 2.702 11.98 0.00334 Foxborough Avenue 1013 2132.05 2140.09 346 8 1 0.060 2.127 6.04 0.20 1014 2091.80 7.37 0.013 0.11620 0.194 2.661 11.80 0.00334 Foxborough Avenue 1014 2091.80 2099.91 200 8 1 0.060 1.878 5.27 0.22 1015 2073.65 7.44 0.013 0.09060 0.194 2.350 10.42 0.00334 Foxborough Avenue 1015 2073.65 2081.88 190 8 1 0.060 1.887 5.27 0.22 1016 2056.29 7.56 0.013 0.09150 0.194 2.362 10.47 0.00334 Foxborough Avenue 1016 2056.29 2068.58 371 8 1 0.060 1.942 5.63 0.21 1017 2020.30 11.62 0.013 0.09690 0.194 2.430 10.78 0.00334 Foxborough Avenue 1017 2020.30 2028.68 251 8 1 0.060 1.993 5.63 0.21 1018 1994.73 7.71 0.013 0.10200 0.194 2.493 11.06 0.00334 Foxborough Avenue 1018 1994.73 2003.34 285 8 1 0.060 2.090 5.63 0.21 1019 1962.74 7.94 0.013 0.11220 0.194 2.615 11.60 0.00334 Foxborough Avenue 1019 1962.74 1972.22 330 8 1 0.060 2.127 6.04 0.20 1020 1924.43 8.81 0.013 0.11620 0.194 2.661 11.80 0.00334 Foxborough Avenue 1020 1924.43 1933.07 330 8 1 0.060 2.099 5.63 0.21 1021 1887.10 7.97 0.013 0.11320 0.194 2.627 11.65 0.00334 Foxborough Avenue 1021 1887.10 1893.93 330 8 1 0.060 2.156 6.04 0.20 1022 1847.74 6.16 0.013 0.11940 0.194 2.698 11.96 0.00334 Foxborough Avenue Hunter's Ridge 19%, T1N R6W 14SW 0.093 mgd 1022 1847.74 1854.52 243 8 1 0.154 2.149 7.30 0.32 1023 1818.91 6.11 0.013 0.11860 0.454 2.689 11.92 0.00334 Foxborough Avenue 1023 1818.91 1825.65 196 8 1 0.154 2.031 7.00 0.33 1024 1798.18 6.07 0.013 0.10600 0.454 2.542 11.27 0.00334 Foxborough Avenue 1024 1798.18 1806.42 265 8 1 0.154 1.603 6.21 0.36 1025 1780.70 7.57 0.013 0.06600 0.454 2.006 8.89 0.00334 Foxborough Avenue 1025 1780.70 1787.50 284 8 1 0.154 1.765 6.46 0.35 1026 1757.95 6.13 0.013 0.08000 0.454 2.208 9.79 0.00334 Foxborough Avenue 1026 1757.95 1764.78 277 8 1 0.154 1.985 7.00 0.33 3027 1729.96 6.16 0.013 0.10120 0.454 2.484 11.01 0.00334 Benefit Area Budget Cost Foxborough Avenue 3027 1729.96 1737.60 374 8 1 0.154 1.802 6.46 0.35 3028 1698.78 6.97 0.013 0.08340 0.454 2.255 10.00 0.00334 Foxborough Avenue 3028 1698.78 1709.45 195 8 1 0.154 1.029 4.49 0.46 3029 1693.48 10.00 0.013 0.02720 0.454 1.288 5.71 0.00334 City of Fontana Sewer Model Engineering Resources Cherry Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Foxborough Avenue 3029 1693.48 1706.48 56 8 1 3,980$ 0.154 0.414 2.35 0.80 3055 1693.23 12.33 0.013 0.00440 0.454 0.518 2.30 0.00334 Foxborough Avenue 3055 1692.65 1703.24 253 15 1 0.154 2.562 2.27 0.30 3056 1691.16 9.34 0.013 0.00590 0.454 3.206 4.04 0.00144 Foxborough Avenue 3056 1691.16 1698.17 242 15 1 0.154 6.553 5.09 0.17 3035 1681.80 5.76 0.013 0.03860 0.454 8.200 10.34 0.00144 Cherry Avenue Coyote Canyon 10% Hunter's Ridge 8%0.050 mgd Foxborough Avenue 3035 1681.80 1689.22 254 10 1 0.203 2.862 6.30 0.31 3036 1665.57 6.59 0.013 0.06400 0.586 3.581 10.16 0.00248 Cherry Avenue 3036 1665.57 1672.42 281 10 1 0.203 2.919 6.30 0.31 3037 1646.84 6.02 0.013 0.06660 0.586 3.653 10.37 0.00248 Cherry Avenue 3037 1646.84 1653.77 277 10 1 0.203 3.147 6.59 0.30 3038 1625.42 6.10 0.013 0.07740 0.586 3.938 11.18 0.00248 Cherry Avenue 3038 1625.25 1635.35 373 12 1 0.203 4.832 6.26 0.24 3039 1599.53 9.10 0.013 0.06900 0.586 6.047 11.92 0.00194 Cherry Avenue 3039 1599.53 1608.97 219 12 1 0.203 5.154 6.65 0.23 3040 1582.37 8.44 0.013 0.07850 0.586 6.449 12.71 0.00194 Cherry Avenue 3040 1582.12 1594.63 374 15 1 0.203 6.040 4.84 0.21 3041 1569.84 11.26 0.013 0.03280 0.586 7.559 9.53 0.00144 Cherry Avenue Hunter's Ridge 20%0.093 mgd 3041 1569.84 1579.77 296 15 1 0.296 5.929 5.04 0.26 3042 1560.49 8.68 0.013 0.03160 0.825 7.419 9.36 0.00144 Cherry Avenue 3042 1560.49 4.00 390 15 1 0.296 5.591 4.78 0.27 3043 1549.53 -1557.74 0.013 0.02810 0.825 6.996 8.82 0.00144 Cherry Avenue 3043 1549.53 1557.82 390 15 1 0.296 6.240 5.32 0.25 3044 1535.88 7.04 0.013 0.03500 0.825 7.808 9.85 0.00144 Cherry Avenue 3044 1535.88 1547.90 262 15 1 0.296 3.057 3.21 0.36 3045 1533.68 10.77 0.013 0.00840 0.825 3.825 4.82 0.00144 Cherry Avenue 3045 1533.68 1542.72 236 15 1 0.296 4.002 3.77 0.32 3046 1530.28 7.79 0.013 0.01440 0.825 5.008 6.32 0.00144 Cherry Avenue 3046 1530.28 1538.08 232 15 1 0.296 7.502 5.99 0.23 3047 1518.55 6.55 0.013 0.05060 0.825 9.388 11.84 0.00144 Cherry Avenue 3047 1518.55 1533.37 254 15 1 0.296 3.832 3.77 0.32 3048 1515.20 13.57 0.013 0.01320 0.825 4.795 6.05 0.00144 Cherry Avenue 3048 1515.20 1528.28 261 15 1 0.296 3.890 3.77 0.32 3049 1511.65 11.83 0.013 0.01360 0.825 4.867 6.14 0.00144 Cherry Avenue 3049 1511.65 1523.11 344 15 1 0.296 2.790 3.09 0.37 3050 1509.24 10.21 0.013 0.00700 0.825 3.492 4.40 0.00144 Cherry Avenue 3050 1509.24 1517.14 175 15 1 0.296 4.856 4.32 0.29 3051 1505.52 6.65 0.013 0.02120 0.825 6.077 7.66 0.00144 Benefit Area Budget Cost Cherry Avenue 3051 1505.52 1510.86 272 15 1 0.296 5.460 4.78 0.27 3052 1498.22 4.09 0.013 0.02680 0.825 6.832 8.62 0.00144 Cherry Avenue 3052 1498.22 1508.50 218 15 1 0.296 4.856 4.32 0.29 3083 1493.60 9.03 0.013 0.02120 0.825 6.077 7.66 0.00144 City of Fontana Sewer Model Engineering Resources Cherry Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Cherry Avenue Hunters Ridge 40%, Coyote Canyon 20%0.210 mgd Summit Avenue 3083 1493.35 1506.59 250 18 1 0.506 7.897 4.90 0.29 5001 1488.05 11.74 0.013 0.02120 1.345 9.882 8.65 0.00113 Cherry Avenue 5001 1488.05 1498.00 400 18 1 0.506 7.859 4.90 0.29 5002 1479.65 8.45 0.013 0.02100 1.345 9.835 8.61 0.00113 Cherry Avenue 5002 1479.65 1488.30 402 18 1 0.506 7.357 4.67 0.30 5003 1472.25 7.15 0.013 0.01840 1.345 9.206 8.06 0.00113 Cherry Avenue 5003 1472.25 1481.10 401 18 1 0.506 7.476 4.67 0.30 5004 1464.63 7.35 0.013 0.01900 1.345 9.355 8.19 0.00113 Cherry Avenue 5004 1464.63 1478.60 57 18 1 0.506 7.436 4.67 0.30 5005 1463.56 12.47 0.013 0.01880 1.345 9.305 8.15 0.00113 Cherry Avenue 5005 1463.56 1478.00 106 18 1 0.506 6.064 4.09 0.33 5006 1462.23 12.94 0.013 0.01250 1.345 7.588 6.65 0.00113 Cherry Avenue 5006 1462.23 1475.40 102 18 1 0.506 6.064 4.09 0.33 5007 1460.95 11.67 0.013 0.01250 1.345 7.588 6.65 0.00113 Cherry Avenue 5007 1460.95 1473.80 401 18 1 0.506 7.515 4.67 0.30 5008 1453.25 11.35 0.013 0.01920 1.345 9.404 8.24 0.00113 Cherry Avenue 5008 1453.25 1461.70 401 18 1 0.506 7.417 4.67 0.30 5009 1445.75 6.95 0.013 0.01870 1.345 9.281 8.13 0.00113 Cherry Avenue 5009 1445.75 1454.20 58 18 1 0.506 10.030 5.70 0.26 5010 1443.75 6.95 0.013 0.03420 1.345 12.551 10.99 0.00113 Cherry Avenue 5010 1443.75 1453.00 360 18 1 0.506 10.833 6.39 0.24 5011 1429.38 7.75 0.013 0.03990 1.345 13.556 11.87 0.00113 Cherry Avenue 5011 1429.38 1439.40 401 18 1 0.506 8.063 4.90 0.29 5012 1420.51 8.52 0.013 0.02210 1.345 10.089 8.84 0.00113 Cherry Avenue T1NR6W 26NE 50%, Westgate 10%0.112 mgd 5012 1420.51 1429.30 319 18 1 0.618 5.383 4.20 0.37 5013 1417.37 7.29 0.013 0.00985 1.613 6.736 5.90 0.00113 Cherry Avenue 5013 1417.37 1425.80 267 18 1 0.618 5.369 4.05 0.38 5014 1414.75 6.93 0.013 0.00980 1.613 6.719 5.88 0.00113 Cherry Avenue 5014 1414.75 1423.30 406 18 1 0.618 5.451 4.20 0.37 5015 1410.65 7.05 0.013 0.01010 1.613 6.821 5.97 0.00113 Cherry Avenue 5015 1410.65 1419.30 401 18 1 0.618 7.216 4.91 0.33 5016 1403.55 7.15 0.013 0.01770 1.613 9.029 7.91 0.00113 Cherry Avenue 5016 1403.55 1412.20 155 18 1 0.618 7.216 4.91 0.33 5017 1400.80 7.15 0.013 0.01770 1.613 9.029 7.91 0.00113 Benefit Area Budget Cost Cherry Avenue 5017 1400.80 1409.00 329 18 1 0.618 6.860 4.71 0.34 5018 1395.54 6.70 0.013 0.01600 1.613 8.585 7.52 0.00113 Cherry Avenue 5018 1395.29 1404.50 375 21 1 0.618 9.147 4.11 0.30 5019 1390.60 7.46 0.013 0.01250 1.613 11.446 7.37 0.00092 Cherry Avenue T1NR6W 26SW, 27SE, Westgate 10%0.119 mgd Highland Avenue 5019 1390.60 1401.80 184 21 1 0.737 10.086 4.83 0.30 7018 1387.81 9.45 0.013 0.01520 1.894 12.621 8.12 0.00092 Cherry Avenue 7018 1387.81 1387.81 156 21 1 0.737 9.969 4.61 0.31 7019 1385.50 -1.75 0.013 0.01485 1.894 12.475 8.03 0.00092 City of Fontana Sewer Model Engineering Resources Cherry Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Cherry Avenue 7019 1385.50 1394.20 400 21 1 0.737 11.277 5.06 0.29 7020 1377.90 6.95 0.013 0.01900 1.894 14.111 9.08 0.00092 Cherry Avenue 7020 1377.90 1386.60 405 21 1 0.737 11.424 5.06 0.29 7021 1370.00 6.95 0.013 0.01950 1.894 14.296 9.20 0.00092 Cherry Avenue 7021 1370.00 1380.10 395 21 1 0.737 11.424 5.06 0.29 7022 1362.30 8.35 0.013 0.01950 1.894 14.296 9.20 0.00092 Cherry Avenue 7022 1362.30 1374.00 401 21 1 0.737 10.086 4.83 0.30 7023 1356.20 9.95 0.013 0.01520 1.894 12.621 8.12 0.00092 Cherry Avenue 7023 1356.20 1367.80 327 21 1 0.737 10.020 4.83 0.30 7024 1351.30 9.85 0.013 0.01500 1.894 12.538 8.07 0.00092 Cherry Avenue 7024 1351.30 1360.40 325 21 1 0.737 12.987 5.59 0.27 7025 1343.11 7.35 0.013 0.02520 1.894 16.251 10.46 0.00092 Cherry Avenue Westgate 30%0.159 mgd 7025 1343.11 1354.00 405 21 1 0.896 8.140 4.49 0.36 7026 1339.10 9.14 0.013 0.00990 2.262 10.186 6.55 0.00092 Cherry Avenue 7026 1339.10 1348.00 402 21 1 0.896 10.000 5.06 0.33 7027 1333.10 7.15 0.013 0.01494 2.262 12.513 8.05 0.00092 Cherry Avenue 7027 1333.10 1342.30 402 21 1 0.896 10.000 5.06 0.33 7028 1327.10 7.45 0.013 0.01494 2.262 12.513 8.05 0.00092 Cherry Avenue 7028 1327.10 1336.00 400 21 1 0.896 11.855 5.51 0.31 7029 1318.70 7.15 0.013 0.02100 2.262 14.835 9.55 0.00092 Cherry Avenue 7029 1318.70 1327.60 400 21 1 0.896 11.497 5.51 0.31 10735 1310.80 7.15 0.013 0.01975 2.262 14.387 9.26 0.00092 Cherry Avenue 7030 1310.80 1320.50 398 21 1 0.896 15.041 6.68 0.27 7031 1297.35 7.95 0.013 0.03380 2.262 18.821 12.11 0.00092 Cherry Avenue 7031 1297.35 1314.50 200 21 1 0.896 15.041 6.68 0.27 7032 1290.59 15.40 0.013 0.03380 2.262 18.821 12.11 0.00092 Cherry Avenue T1NR6W 35SW, Westgate 15%0.247 mgd Baseline Avenue 7032 1290.59 1308.45 93 21 1 1.143 10.348 5.60 0.36 10725 1289.10 16.11 0.013 0.01600 2.823 12.949 8.33 0.00092 Cherry Avenue 10725 1289.10 1309.00 281 21 1 1.143 8.423 4.86 0.40 10726 1286.12 18.15 0.013 0.01060 2.823 10.540 6.78 0.00092 Cherry Avenue 10726 1286.12 1303.20 353 21 1 1.143 8.423 4.86 0.40 10727 1282.38 15.33 0.013 0.01060 2.823 10.540 6.78 0.00092 Cherry Avenue 10727 1282.38 1299.20 455 21 1 1.143 10.791 5.82 0.35 10729 1274.46 15.07 0.013 0.01740 2.823 13.504 8.69 0.00092 Cherry Avenue 10729 1274.46 1296.60 467 21 1 1.143 8.181 4.86 0.40 10730 1269.79 20.39 0.013 0.01000 2.823 10.237 6.59 0.00092 Cherry Avenue 10730 1269.79 1287.40 500 21 1 1.143 8.181 4.86 0.40 10731 1264.79 15.86 0.013 0.01000 2.823 10.237 6.59 0.00092 Benefit Area Budget Cost Cherry Avenue 10731 1264.79 1280.00 500 21 1 1.143 13.787 6.88 0.31 10732 1250.59 13.46 0.013 0.02840 2.823 17.252 11.10 0.00092 Cherry Avenue West End 10%, Rancho Fontana, 45%0.330 mgd Miller Avenue 10732 1250.59 1271.77 371 21 1.473 9.541 5.74 0.42 10733 1245.54 19.43 0.013 0.01360 3.556 11.939 7.68 0.00092 City of Fontana Sewer Model Engineering Resources Cherry Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Cherry Avenue 10733 1245.54 1266.41 246 21 1 1.473 8.466 5.24 0.45 10734 1242.91 19.12 0.013 0.01071 3.556 10.594 6.82 0.00092 Cherry Avenue 10734 1242.91 1262.61 477 21 1 1.473 10.020 5.93 0.41 10735 1235.76 17.95 0.013 0.01500 3.556 12.538 8.07 0.00092 Cherry Avenue 10735 1235.76 1255.81 400 21 1 1.473 11.157 6.33 0.39 10736 1228.32 18.30 0.013 0.01860 3.556 13.962 8.98 0.00092 Cherry Avenue 10736 1228.32 1244.42 304 21 1 1.473 8.502 5.24 0.45 10737 1225.04 14.35 0.013 0.01080 3.556 10.639 6.85 0.00092 Cherry Avenue 10737 1225.04 1240.10 304 21 1 1.473 8.502 5.24 0.45 10738 1221.76 13.31 0.013 0.01080 3.556 10.639 6.85 0.00092 Cherry Avenue West End 13%0.200 mgd 10738 1221.76 1244.42 687 21 1 1.673 8.962 5.56 0.47 15A 1213.52 20.91 0.013 0.01200 3.993 11.214 7.22 0.00092 Splitter Manhole Add Foothill Blvd Sewer 3.408 mgd 5.081 mgd into manhole 0%Discharge to Cherry Ave Sewer MH 15A 100%Discharge to Foothill Ave Sewer MH 10327 Cherry Ave Prop.T1SR6W 11NW 5%0.003 mgd Manhole Discharge 0.000 mgd 15A 1213.52 1230.36 400 21 1 66,000$ 0.003 9.610 1.87 0.02 15B 1208.00 15.09 0.013 0.01380 0.014 12.026 7.74 0.00092 Cherry Ave Prop. 15B 1208.00 1032.65 400 21 1 66,000$ 0.003 9.610 1.87 0.02 15C 1202.48 -177.10 0.013 0.01380 0.014 12.026 7.74 0.00092 Cherry Ave Prop. 15C 1202.48 1012.41 400 21 1 66,000$ 0.003 9.610 1.87 0.02 15D 1196.96 -191.82 0.013 0.01380 0.014 12.026 7.74 0.00092 Splitter Manhole Add Arrow Route Sewer 0.005 mgd 0.008 mgd into manhole 0%Discharge to Cherry Ave Sewer MH 15D 100%Discharge to Arrow Route Sewer MH A2 Cherry Ave Prop.T1SR6W 11NW 95%, 10NE 70%0.106 mgd Manhole Discharge 0.000 mgd 15D 1196.96 1010.29 400 15 1 49,200$ 0.106 3.918 3.09 0.19 15E 1191.44 -187.92 0.013 0.01380 0.325 4.903 6.18 0.00144 Cherry Ave Prop. 15E 1191.44 992.08 400 15 1 49,200$ 0.106 3.918 3.09 0.19 15F 1185.92 -200.61 0.013 0.01380 0.325 4.903 6.18 0.00144 Cherry Ave Prop. 15F 1185.92 985.80 400 15 1 49,200$ 0.106 3.918 3.09 0.19 15G 1180.40 -201.37 0.013 0.01380 0.325 4.903 6.18 0.00144 Cherry Ave Prop. 15G 1180.40 981.54 400 15 1 49,200$ 0.106 3.918 3.09 0.19 15H 1174.88 -200.11 0.013 0.01380 0.325 4.903 6.18 0.00144 Cherry Ave Prop. 15H 1174.88 978.11 400 15 1 49,200$ 0.106 3.918 3.09 0.19 15I 1169.36 -198.02 0.013 0.01380 0.325 4.903 6.18 0.00144 Cherry Ave Prop. 15I 1169.36 973.89 400 15 1 49,200$ 0.106 3.918 3.09 0.19 15J 1163.84 -196.72 0.013 0.01380 0.325 4.903 6.18 0.00144 Cherry Ave Prop.T1SR6W 11SW, 10SE, 10SW 0.248 mgd Merrill Avenue 15J 1163.84 970.60 400 15 1 49,200$ 0.354 3.918 4.09 0.34 15K 1158.32 -194.49 0.013 0.01380 0.973 4.903 6.18 0.00144 Cherry Ave Prop. 15K 1158.32 1032.65 400 15 1 49,200$ 0.354 3.918 4.09 0.34 15L 1152.80 -126.92 0.013 0.01380 0.973 4.903 6.18 0.00144 Cherry Ave Prop. 15L 1152.80 1012.41 400 15 1 49,200$ 0.354 3.918 4.09 0.34 Benefit Area Budget Cost 15M 1147.28 -141.64 0.013 0.01380 0.973 4.903 6.18 0.00144 Cherry Ave Prop. 15M 1147.28 1010.29 400 15 1 49,200$ 0.354 3.918 4.09 0.34 15Q 1141.76 -138.24 0.013 0.01380 0.973 4.903 6.18 0.00144 City of Fontana Sewer Model Engineering Resources Cherry Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Cherry Ave Prop. 15N 1141.76 1032.65 400 15 1 49,200$ 0.354 3.918 4.09 0.34 15O 1136.24 -110.36 0.013 0.01380 0.973 4.903 6.18 0.00144 Cherry Ave Prop. 15O 1136.24 1012.41 400 15 1 49,200$ 0.354 3.918 4.09 0.34 15P 1130.72 -125.08 0.013 0.01380 0.973 4.903 6.18 0.00144 Cherry Ave Prop. 15P 1130.72 1010.29 400 15 1 49,200$ 0.354 3.918 4.09 0.34 15T 1141.76 -121.68 0.013 0.01380 0.973 4.903 6.18 0.00144 Cherry Ave Prop. 15Q 1141.76 992.08 400 15 1 49,200$ 0.354 3.918 4.09 0.34 15R 1136.74 -150.93 0.013 0.01380 0.973 4.903 6.18 0.00144 Cherry Ave Prop.T1SR6W 14NW, 15NE, 15NW, 16NE 50%0.505 mgd Randall Avenue 15R 1136.24 985.80 400 21 1 66,000$ 0.859 9.610 4.87 0.33 15S 1130.72 -152.19 0.013 0.01380 2.178 12.026 7.74 0.00092 Cherry Ave Prop. 15S 1130.72 981.54 400 21 1 66,000$ 0.859 9.610 4.87 0.33 15T 1125.20 -150.93 0.013 0.01380 2.178 12.026 7.74 0.00092 Cherry Ave Prop. 15T 1125.20 978.11 400 21 1 66,000$ 0.859 9.610 4.87 0.33 15U 1119.68 -148.84 0.013 0.01380 2.178 12.026 7.74 0.00092 Cherry Ave Prop. 15U 1119.68 973.89 400 21 1 66,000$ 0.859 9.610 4.87 0.33 15V 1114.16 -147.54 0.013 0.01380 2.178 12.026 7.74 0.00092 Cherry Ave Prop. 15V 1114.16 970.60 400 21 1 66,000$ 0.859 9.610 4.87 0.33 15W 1108.64 -145.31 0.013 0.01380 2.178 12.026 7.74 0.00092 Cherry Ave Prop. 15W 1108.64 973.89 400 21 1 66,000$ 0.859 9.610 4.87 0.33 15X 1103.12 -136.50 0.013 0.01380 2.178 12.026 7.74 0.00092 Cherry Ave Prop. 15X 1103.12 970.60 400 21 1 66,000$ 0.859 9.610 4.87 0.33 15Y 1097.60 -134.27 0.013 0.01380 2.178 12.026 7.74 0.00092 Cherry Ave Prop. 15Y 1097.60 973.89 400 21 1 66,000$ 0.859 9.610 4.87 0.33 15Z 1092.08 -125.46 0.013 0.01380 2.178 12.026 7.74 0.00092 Cherry Ave Prop. 15Z 1092.08 970.60 400 21 1 66,000$ 0.859 9.610 4.87 0.33 25207 1062.26 -123.23 0.013 0.01380 2.178 12.026 7.74 0.00092 Splitter Manhole Add San Bernardino Ave Sewer 8.217 mgd 9.077 mgd into manhole 0%Discharge to Cherry Ave Sewer MH 25207 100%Discharge to San Bernardino Ave Sewer MH 25123 Cherry Avenue Manhole Discharge 0.000 mgd 25207 1062.26 1072.80 335 12 1 0.000 2.015 #DIV/0!0.00 25206 1058.24 9.54 0.013 0.01200 0.000 2.522 4.97 0.00194 Cherry Avenue 25206 1058.24 1068.50 429 12 1 0.000 2.015 #DIV/0!0.00 25205 1053.09 9.26 0.013 0.01200 0.000 2.522 4.97 0.00194 Cherry Avenue 25205 1053.09 1063.20 334 12 1 0.000 2.015 #DIV/0!0.00 25204 1049.08 9.11 0.013 0.01200 0.000 2.522 4.97 0.00194 Cherry Avenue 25204 1049.08 1058.60 334 12 1 0.000 2.015 #DIV/0!0.00 25203 1045.07 8.52 0.013 0.01200 0.000 2.522 4.97 0.00194 Cherry Avenue 25203 1045.07 1054.00 334 12 1 0.000 2.015 #DIV/0!0.00 25202 1041.06 7.93 0.013 0.01200 0.000 2.522 4.97 0.00194 Cherry Avenue Benefit Area Budget Cost 25202 1041.06 1049.60 333 12 1 0.000 2.145 #DIV/0!0.00 25201 1036.53 7.54 0.013 0.01360 0.000 2.684 5.29 0.00194 City of Fontana Sewer Model Engineering Resources Cherry Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Cherry Avenue 25201 1036.53 1045.60 #REF!12 1 0.000 2.113 #DIV/0!0.00 #REF!#REF!8.07 0.013 0.01320 0.000 2.645 5.21 0.00194 Discharge to Mulberry Valley Sewer MH 25025 Job #:86025.028 Cost of Improvements $1,484,780 Date:18-May-00 0.000 mgd avg 0.000 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Cherry Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $1,484,780 Flows in Year 2005 Date:18-May-00 0 2 4 6 8 10 12 14 16 18 20 100810091010101110121013101410151016101710181019102010211022102310241025102630273028302930553056Cherry Avenue30363037303830393040304130423043304430453046304730483049305030513052Summit Avenue500150025003500450055006500750085009501050115012501350145015501650175018Highland Avenue70187019702070217022702370247025702670277028702970307031Baseline Avenue107251072610727107291073010731Miller Avenue107331073410735107361073710738Foothill Sewer15B15CArrow Sewer15E15F15G15H15IMerrill Avenue15K15L15M15N15O15P15QRandall Avenue15S15T15U15V15W15X15Y15ZSan Bernardino Sewer25206252052520425203Mulberry-Valley SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Citrus Avenue North Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Prop. Citrus Ave T1NR5W 31NE 50%, 31NW 45%, T1NR6W 36SE 25%, 36NE 5%0.153 mgd 9A 1442.00 1450.00 1320 12 1 133,320$ 0.153 2.655 3.71 0.29 12316 1414.50 7.00 0.013 0.02083 0.453 3.322 6.55 0.00194 Prop. Citrus Ave T1NR5W 31SW 20%, T1NR6W 36SE25%0.044 mgd Walnut Street 9B 1414.50 1422.50 1320 12 1 133,320$ 0.197 2.652 4.07 0.32 12317 1387.07 7.00 0.013 0.02078 0.570 3.318 6.54 0.00194 Splitter Manhole Add Baseline Sierra Sewer 1.091 mgd 1.288 mgd into manhole 0%Discharge to Citrus Ave Sewer MH 12315 100%Discharge to Baseline Ave Sewer MH 11272 Citrus Ave T1NR5W 31SW 30%0.034 mgd Manhole Discharge 0.000 mgd 12315 1387.07 1395.00 369 8 1 0.034 0.683 2.14 0.29 12318 1382.64 7.26 0.013 0.01200 0.116 0.855 3.79 0.00334 Citrus Ave 12316 1382.64 1388.70 411 8 1 0.034 0.837 2.49 0.26 12317 1375.24 5.39 0.013 0.01800 0.116 1.047 4.64 0.00334 Citrus Ave 12317 1375.24 1380.92 132 8 1 0.034 0.865 2.49 0.26 12318 1372.70 5.01 0.013 0.01920 0.116 1.082 4.80 0.00334 Citrus Ave 12318 1372.70 1379.00 254 8 1 0.034 0.837 2.49 0.26 12319 1368.13 5.63 0.013 0.01800 0.116 1.047 4.64 0.00334 Citrus Ave 12319 1368.13 1373.93 377 8 1 0.034 0.846 2.49 0.26 12320 1361.19 5.13 0.013 0.01840 0.116 1.059 4.70 0.00334 Citrus Ave 12320 1361.19 1367.27 189 8 1 0.034 0.855 2.49 0.26 12321 1357.63 5.41 0.013 0.01880 0.116 1.070 4.75 0.00334 Citrus Ave 12321 1357.63 1366.14 340 8 1 0.034 0.837 2.49 0.26 12322 1351.51 7.84 0.013 0.01800 0.116 1.047 4.64 0.00334 Citrus Ave 12322 1351.51 1353.10 249 8 1 0.034 0.837 2.49 0.26 12323 1347.02 0.92 0.013 0.01800 0.116 1.047 4.64 0.00334 Citrus Ave 12323 1347.02 1353.10 71 8 1 0.034 0.837 2.49 0.26 12324 1345.74 5.41 0.013 0.01800 0.116 1.047 4.64 0.00334 Citrus Ave 12324 1345.74 1353.10 538 8 1 0.034 0.837 2.49 0.26 12325 1336.05 6.69 0.013 0.01800 0.116 1.047 4.64 0.00334 Citrus Ave T1SR5W 6NW 35%0.058 mgd Miller Avenue 12325 1336.05 1344.13 307 8 1 0.092 0.809 3.28 0.41 12326 1330.89 7.41 0.013 0.01680 0.286 1.012 4.49 0.00334 Citrus Ave 12326 1330.89 1338.54 310 8 1 0.092 0.794 3.28 0.41 12327 1325.86 6.98 0.013 0.01620 0.286 0.994 4.41 0.00334 Citrus Ave 12327 1325.86 1331.93 404 8 1 0.092 0.809 3.28 0.41 12328 1319.07 5.40 0.013 0.01680 0.286 1.012 4.49 0.00334 Citrus Ave 12328 1319.07 1325.30 233 8 1 0.092 0.809 3.28 0.41 12329 1315.16 5.56 0.013 0.01680 0.286 1.012 4.49 0.00334 Citrus Ave 12329 1315.16 1321.80 269 8 1 0.092 0.809 3.28 0.41 12384 1310.64 5.97 0.013 0.01680 0.286 1.012 4.49 0.00334 Citrus Ave 12384 1310.64 1315.90 157 8 1 0.092 0.809 3.28 0.41 12331 1308.00 4.59 0.013 0.01680 0.286 1.012 4.49 0.00334 Benefit Area Budget Cost Citrus Ave Northgate 0.104 mgd 12331 1308.00 1310.00 239 8 1 0.196 0.855 4.18 0.58 12332 1303.50 1.33 0.013 0.01880 0.567 1.070 4.75 0.00334 City of Fontana Sewer Model Engineering Resources Citrus Avenue North Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Citrus Ave 12332 1303.50 1304.30 2442 8 1 0.196 0.816 4.01 0.60 17006 1261.74 0.13 0.013 0.01710 0.567 1.021 4.53 0.00334 Citrus Ave T1SR6W 1NE 30%, 1SE 50%0.095 mgd Foothill Avenue 12336 1303.50 1304.30 2503 10 1 0.291 1.479 4.38 0.52 17007 1260.70 -0.03 0.013 0.01710 0.812 1.851 5.25 0.00248 Citrus Ave T1SR5W 7NW 5%, T1SR 6W 12NE 75%0.085 mgd 17006 1261.57 1267.50 311 10 1 26,721$ 0.280 0.599 2.23 1.00 17007 1260.70 5.10 0.013 0.00280 0.786 0.749 2.13 0.00248 Citrus Ave 17007 1260.70 1269.50 309 10 1 0.280 1.693 4.70 0.48 17008 1253.78 7.97 0.013 0.02240 0.786 2.119 6.01 0.00248 Citrus Ave 17008 1253.78 1259.50 309 10 1 0.280 1.693 4.70 0.48 17009 1246.86 4.89 0.013 0.02240 0.786 2.119 6.01 0.00248 Citrus Ave T1SR5W 7NW 25%, T1SR 6W 12NE 25%0.073 mgd Arrow Route 17009 1246.86 1253.60 324 10 1 0.354 1.399 4.40 0.60 17010 1241.91 5.91 0.013 0.01530 0.971 1.751 4.97 0.00248 Citrus Ave 17010 1241.91 1248.00 323 10 1 0.354 1.329 4.23 0.62 17011 1237.45 5.26 0.013 0.01380 0.971 1.663 4.72 0.00248 Citrus Ave 17011 1237.45 1243.00 323 10 1 0.354 1.329 4.23 0.62 17012 1232.99 4.72 0.013 0.01380 0.971 1.663 4.72 0.00248 Citrus Ave 17012 1232.99 1239.00 373 10 1 0.354 1.466 4.58 0.58 17013 1226.72 5.18 0.013 0.01680 0.971 1.835 5.21 0.00248 Citrus Ave 17013 1226.72 1232.00 216 10 1 0.354 1.043 3.63 0.71 17014 1224.88 4.45 0.013 0.00850 0.971 1.305 3.70 0.00248 Citrus Ave 17014 1224.88 1230.80 285 10 1 0.354 1.043 3.63 0.71 17015 1222.46 5.09 0.013 0.00850 0.971 1.305 3.70 0.00248 Citrus Ave 17015 1222.46 1230.40 172 10 1 0.354 1.600 4.88 0.55 17016 1219.03 7.11 0.013 0.02000 0.971 2.002 5.68 0.00248 Citrus Ave 17016 1219.03 1226.00 92 10 1 0.354 1.600 4.88 0.55 17017 1217.19 6.14 0.013 0.02000 0.971 2.002 5.68 0.00248 Citrus Ave 17017 1217.19 1223.00 322 10 1 0.354 1.435 4.49 0.59 17018 1212.00 4.98 0.013 0.01610 0.971 1.796 5.10 0.00248 Citrus Ave 17018 1212.00 1218.50 322 10 1 0.354 1.376 4.40 0.60 17019 1207.23 5.67 0.013 0.01480 0.971 1.722 4.89 0.00248 Citrus Ave T1SR6W 12SE, T1SR5W 7SW 30%0.115 mgd Merrill Avenue 17019 1207.23 1212.50 354 10 1 0.468 1.319 4.62 0.72 22001 1202.41 4.44 0.013 0.01360 1.254 1.651 4.68 0.00248 Citrus Ave 22001 1202.41 1207.50 351 10 1 0.468 1.338 4.62 0.72 22002 1197.50 4.26 0.013 0.01400 1.254 1.675 4.75 0.00248 Citrus Ave 22002 1197.50 1202.30 351 10 1 30,186$ 0.468 1.131 4.10 0.81 22003 1193.99 3.97 0.013 0.01000 1.254 1.416 4.02 0.00248 Citrus Ave 22003 1193.99 1199.50 339 10 1 0.468 1.280 4.48 0.74 Benefit Area Budget Cost 22004 1189.65 4.68 0.013 0.01280 1.254 1.602 4.54 0.00248 Citrus Ave 22004 1189.48 1195.50 321 12 1 0.468 2.032 4.28 0.56 22005 1185.56 5.02 0.013 0.01220 1.254 2.543 5.01 0.00194 City of Fontana Sewer Model Engineering Resources Citrus Avenue North Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Citrus Ave 22005 1185.56 1190.00 321 12 1 0.468 2.245 4.59 0.53 22006 1180.78 3.44 0.013 0.01490 1.254 2.810 5.54 0.00194 Citrus Ave 22006 1180.78 1186.00 321 12 1 0.468 2.245 4.59 0.53 22007 1176.00 4.22 0.013 0.01490 1.254 2.810 5.54 0.00194 Citrus Ave 22007 1176.00 1181.00 328 12 1 0.468 3.116 5.83 0.44 22008 1166.59 4.00 0.013 0.02870 1.254 3.900 7.68 0.00194 Citrus Ave T1SR5W 18NW 40%, T1SR6W 13NE 25%0.132 mgd Oleander Drive Sewer 1.104 mgd 22008 1166.59 1175.00 328 12 1 33,162$ 1.705 2.015 8.00 1.00 22009 1162.65 7.41 0.013 0.01200 4.062 2.522 4.97 0.00194 Citrus Ave 22009 1162.40 1171.20 330 15 1 40,590$ 1.705 3.654 5.91 0.81 22010 1158.44 7.55 0.013 0.01200 4.062 4.572 5.77 0.00144 Citrus Ave 22010 1158.44 1167.20 325 15 1 39,975$ 1.705 3.654 5.91 0.81 22011 1154.54 7.51 0.013 0.01200 4.062 4.572 5.77 0.00144 Citrus Ave 22011 1154.54 1162.50 334 15 1 1.705 4.139 6.46 0.74 22012 1149.40 6.71 0.013 0.01540 4.062 5.179 6.53 0.00144 Citrus Ave 22012 1149.40 1157.60 330 15 1 1.705 4.125 6.46 0.74 22013 1144.35 6.95 0.013 0.01530 4.062 5.162 6.51 0.00144 Citrus Ave 22013 1144.35 1152.30 330 15 1 1.705 4.125 6.46 0.74 22014 1139.30 6.70 0.013 0.01530 4.062 5.162 6.51 0.00144 Citrus Ave 22014 1139.30 1146.50 330 15 1 1.705 4.125 6.46 0.74 22015 1134.25 5.95 0.013 0.01530 4.062 5.162 6.51 0.00144 Citrus Ave 22015 1134.25 1141.50 330 15 1 1.705 4.125 6.46 0.74 22016 1129.20 6.00 0.013 0.01530 4.062 5.162 6.51 0.00144 Discharge to San Bernardino Ave Sewer MH 22016 Job #:86025.028 Cost of Improvements $437,274 Date:18-May-00 1.705 mgd avg 4.062 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Citrus Avenue North Sewer Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $437,274 Flows in Year 2005 Date:18-May-00 DESIGN GUIDE - Sewer Capacity Analysis 0 1 2 3 4 5 6 9AWalnut StreetCitrus Avenue123161231712318123191232012321123221232312324Miller Avenue12326123271232812329123841233112332Foothill Avenue170061700717008Arrow Route170101701117012170131701417015170161701717018Merrill Avenue22001220022200322004220052200622007Oleander Sewer220092201022011220122201322014San BernardinoManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Citrus Avenue Northeast Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Prop Citrus Ave NE T1NR5W 17NW, 17SW, 18NE 50%, 18SE 50%0.094 mgd Sierra Avenue 4500 1823.00 1830.00 2640 15 1 324,720$ 0.094 2.053 1.78 0.26 4400 1813.00 5.75 0.013 0.00379 0.291 2.569 3.24 0.00144 Prop Citrus Ave NE T1NR5W 18NW 30%, 18NE 50%, 18SW, 18SE 50%0.100 mgd Cypress Avenue 4400 1813.00 1820.00 2640 15 1 324,720$ 0.195 6.150 4.99 0.20 4300 1723.25 5.75 0.013 0.03400 0.564 7.695 9.71 0.00144 Prop Citrus Ave NE T1NR5W 19NW 50%, 19NE 0.052 mgd Casa Grande Drive 4300 1723.00 1730.00 2640 18 1 380,160$ 0.246 3.338 2.22 0.32 4200 1713.00 5.50 0.013 0.00379 0.699 4.177 3.66 0.00113 Prop Citrus Ave NE T1NR5W 19NW 50%, T1NR6W 24NW 10%0.025 mgd Citrus Avenue 4200 1713.00 1720.00 2640 15 1 324,720$ 0.271 5.842 4.92 0.25 4100 1632.00 5.75 0.013 0.03068 0.763 7.311 9.22 0.00144 Prop Citrus Ave NE T1NR6W 24SE 50%, 25NE 50%, T1NR5W 19SW, 19SE0.141 mgd Summit Avenue 4100 1632.00 1640.00 2640 15 1 324,720$ 0.412 6.923 6.14 0.28 6018 1518.26 6.75 0.013 0.04308 1.115 8.663 10.93 0.00144 Discharge to Baseline - Sierra Sewer MH 9221 Job #:86025.028 Cost of Improvements $1,679,040 Date:18-May-00 Benefit Area Budget Cost 0.412 mgd avg 1.115 mgd pk City of Fontana Sewer Model Engineering Resources Citrus Avenue Northeast Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $1,679,040 Flows in Year 2005 Date:18-May-00 0 1 2 3 4 5 6 7 8 9 10 Sierra AvenueCypress AvenueCasa Grande DriveCitrus AvenueBaseline-Sierra SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources County Line Road East Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Mountain High Southridge Village 10%0.208 mgd 35340 934.20 932.92 215 8 1 0.208 1.114 5.04 0.52 35334 927.33 -1.95 0.013 0.03190 0.598 1.394 6.18 0.00334 Mountain High 35334 927.33 936.05 447 8 1 0.208 1.055 4.92 0.53 35335 914.55 8.05 0.013 0.02860 0.598 1.320 5.85 0.00334 Mountain High 35335 914.55 924.65 375 8 1 0.208 1.164 5.30 0.50 35336 901.49 9.43 0.013 0.03480 0.598 1.456 6.46 0.00334 Mountain High 35336 901.49 915.55 280 8 1 0.208 0.882 4.32 0.59 35337 895.90 13.39 0.013 0.02000 0.598 1.104 4.90 0.00334 Mountain High 35337 895.90 909.40 270 8 1 0.208 0.925 4.51 0.57 35338 889.95 12.83 0.013 0.02200 0.598 1.158 5.13 0.00334 Mountain High 35338 889.95 903.50 386 8 1 0.208 0.816 4.07 0.62 35339 883.35 12.88 0.013 0.01710 0.598 1.021 4.53 0.00334 Mountain High 35339 883.35 896.66 249 8 1 0.208 0.844 4.15 0.61 35348 878.80 12.64 0.013 0.01830 0.598 1.056 4.68 0.00334 Mountain High 35348 878.80 893.00 244 8 1 0.208 0.893 4.32 0.59 35349 873.80 13.53 0.013 0.02050 0.598 1.118 4.96 0.00334 Mountain High 35349 873.80 889.47 244 8 1 0.208 0.799 4.00 0.63 35358 869.80 15.00 0.013 0.01640 0.598 1.000 4.43 0.00334 Mountain High 35358 869.80 884.59 244 8 1 0.208 0.869 4.32 0.59 35365 865.07 14.12 0.013 0.01940 0.598 1.087 4.82 0.00334 Mountain High 35365 865.07 878.55 226 8 1 0.208 0.698 3.66 0.68 35359 862.25 12.81 0.013 0.01250 0.598 0.873 3.87 0.00334 Mountain High 35359 862.25 876.37 232 8 1 0.208 0.683 3.60 0.69 35360 859.46 13.45 0.013 0.01200 0.598 0.855 3.79 0.00334 Mountain High 35360 859.46 873.95 133 8 1 0.208 0.762 3.92 0.64 35245 857.48 13.82 0.013 0.01490 0.598 0.953 4.23 0.00334 Live Oak Ave Mountain High 35245 857.15 871.77 219 12 1 0.208 2.161 3.64 0.36 35246 854.13 13.62 0.013 0.01380 0.598 2.704 5.33 0.00194 Live Oak Ave 35246 854.13 869.58 225 12 1 0.208 1.528 2.87 0.43 35247 852.58 14.45 0.013 0.00690 0.598 1.912 3.77 0.00194 Live Oak Ave 35247 852.33 867.54 469 15 1 0.208 1.334 1.63 0.47 35248 851.58 13.96 0.013 0.00160 0.598 1.669 2.11 0.00144 Live Oak Ave 35248 851.58 865.69 202 15 1 0.208 2.335 2.42 0.35 35249 850.59 12.86 0.013 0.00490 0.598 2.922 3.68 0.00144 Live Oak Ave 35249 850.59 864.48 2319 15 1 0.208 1.334 1.63 0.47 35250 846.88 12.64 0.013 0.00160 0.598 1.669 2.11 0.00144 Live Oak Ave 35250 846.88 862.64 2062 15 1 0.208 1.334 1.63 0.47 35251 843.58 14.51 0.013 0.00160 0.598 1.669 2.11 0.00144 Live Oak Ave 35251 843.58 861.21 206 15 1 0.208 1.334 1.63 0.47 35261 843.25 16.38 0.013 0.00160 0.598 1.669 2.11 0.00144 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources County Line Road East Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Live Oak Ave 35261 843.25 860.60 194 15 1 0.208 1.334 1.63 0.47 35252 842.94 16.10 0.013 0.00160 0.598 1.669 2.11 0.00144 Live Oak Ave 35252 842.94 859.02 350 15 1 0.208 1.334 1.63 0.47 35253 842.38 14.83 0.013 0.00160 0.598 1.669 2.11 0.00144 Live Oak Ave 35253 842.38 855.44 319 15 1 0.208 1.334 1.63 0.47 35254 841.87 11.81 0.013 0.00160 0.598 1.669 2.11 0.00144 Live Oak Ave 35254 841.87 854.44 108 15 1 0.208 7.307 5.70 0.19 35255 836.70 11.32 0.013 0.04800 0.598 9.144 11.53 0.00144 Live Oak Ave 35255 836.70 853.20 400 15 1 0.208 1.492 1.78 0.44 35494 835.90 15.25 0.013 0.00200 0.598 1.866 2.35 0.00144 County Line Rd Southridge Village 6.5%0.135 mgd Live Oak Avenue 35494 835.65 852.90 141 18 1 0.343 3.536 2.65 0.35 35529 835.05 15.75 0.013 0.00425 0.944 4.424 3.88 0.00113 County Line Rd 35529 835.05 850.90 129 18 1 0.343 3.536 2.65 0.35 35513 834.50 14.35 0.013 0.00425 0.944 4.424 3.88 0.00113 County Line Rd 35513 834.50 848.70 464 18 1 0.343 2.210 1.84 0.46 35530 833.73 12.70 0.013 0.00166 0.944 2.765 2.42 0.00113 County Line Rd 35530 833.73 847.20 449 18 1 0.343 2.275 1.89 0.45 35531 832.94 11.97 0.013 0.00176 0.944 2.847 2.49 0.00113 County Line Rd 35531 832.94 842.72 52 18 1 0.343 2.802 2.21 0.40 35532 832.80 8.28 0.013 0.00267 0.944 3.507 3.07 0.00113 County Line Rd 35532 832.80 842.60 0 10 1 0.343 1.474 4.55 0.57 35702 832.80 8.97 0.013 0.01698 0.944 1.845 5.23 0.00248 County Line Rd 35702 832.80 842.60 -3086 10 1 0.343 1.474 4.55 0.57 35533 885.20 8.97 0.013 0.01698 0.944 1.845 5.23 0.00248 County Line Rd 35533 885.20 880.39 457 10 1 0.343 1.697 4.97 0.53 35534 874.92 -5.64 0.013 0.02250 0.944 2.123 6.03 0.00248 Force Main Discharge to Jurupa Avenue 21" Sewer MH 35534 Job #:86025.028 Cost of Improvements $0 Date:18-May-00 0.343 mgd avg 0.944 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources County Line Road East Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $0 Flows in Year 2005 Date:18-May-00 0 1 2 3 4 5 6 7 8 9 10 35340353343533535336353373533835339353483534935358353653535935360Live Oak Ave3524635247352483524935250352513526135252352533525435255County Line Rd355293551335530355313553235702Force Main to JurupaManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Cypress Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Cypress Ave 0.000 mgd Baseline Avenue 12190 1393.32 1400.38 23 8 1 0.000 2.527 1.53 0.01 12191 1389.60 6.39 0.013 0.16400 0.001 3.162 14.02 0.00334 Cypress Ave 12191 1389.60 1396.61 324 8 1 0.000 0.889 1.53 0.01 12192 1383.02 6.34 0.013 0.02030 0.001 1.112 4.93 0.00334 Cypress Ave 12192 1383.02 1380.92 311 8 1 0.000 0.983 1.53 0.01 12194 1375.30 -2.77 0.013 0.02480 0.001 1.230 5.45 0.00334 Cypress Ave 12194 1375.30 1384.33 186 8 1 0.000 0.789 1.53 0.01 12195 1372.33 8.36 0.013 0.01600 0.001 0.988 4.38 0.00334 Cypress Ave 12195 1372.33 1373.93 159 8 1 0.000 0.799 1.53 0.01 12196 1369.72 0.93 0.013 0.01640 0.001 1.000 4.43 0.00334 Cypress Ave 12196 1369.72 1377.82 161 8 1 0.000 0.799 1.53 0.01 12197 1367.08 7.43 0.013 0.01640 0.001 1.000 4.43 0.00334 Cypress Ave 12197 1367.08 1374.85 179 8 1 0.000 0.799 1.53 0.01 12198 1364.14 7.10 0.013 0.01640 0.001 1.000 4.43 0.00334 Cypress Ave 12198 1364.14 1371.34 244 8 1 0.000 0.799 1.53 0.01 12199 1360.14 6.53 0.013 0.01640 0.001 1.000 4.43 0.00334 Cypress Ave 12199 1360.14 1366.99 303 8 1 0.000 0.738 1.53 0.01 12200 1355.90 6.18 0.013 0.01400 0.001 0.924 4.10 0.00334 Cypress Ave 12200 1355.90 1361.75 306 8 1 0.000 0.738 1.53 0.01 12201 1351.61 5.18 0.013 0.01400 0.001 0.924 4.10 0.00334 Cypress Ave T1SR5W 6NE 40%, 6NW 10%0.084 mgd Miller Avenue 12201 1351.61 1356.51 355 8 1 0.084 0.844 3.33 0.38 12202 1345.11 4.23 0.013 0.01830 0.262 1.056 4.68 0.00334 Cypress Ave 12202 1345.11 1350.50 118 8 1 0.084 0.846 3.33 0.38 12203 1342.94 4.72 0.013 0.01840 0.262 1.059 4.70 0.00334 Cypress Ave 12203 1342.94 1350.50 246 8 1 0.084 0.846 3.33 0.38 12204 1338.42 6.89 0.013 0.01840 0.262 1.059 4.70 0.00334 Cypress Ave 12204 1338.42 1345.00 362 8 1 0.084 0.846 3.33 0.38 12205 1331.76 5.91 0.013 0.01840 0.262 1.059 4.70 0.00334 Cypress Ave 12205 1331.76 1339.95 362 8 1 0.084 0.846 3.33 0.38 12206 1325.10 7.52 0.013 0.01840 0.262 1.059 4.70 0.00334 Cypress Ave 12206 1325.10 1332.00 362 8 1 0.084 0.846 3.33 0.38 12207 1318.44 6.23 0.013 0.01840 0.262 1.059 4.70 0.00334 Cypress Ave 12207 1318.44 1325.00 405 8 1 0.084 0.777 3.11 0.40 12208 1312.17 5.89 0.013 0.01550 0.262 0.972 4.31 0.00334 Cypress Ave 12208 1312.17 1319.00 404 8 1 0.084 0.774 3.11 0.40 12209 1305.95 6.16 0.013 0.01540 0.262 0.969 4.30 0.00334 Cypress Ave T1SR5W 6SE 50% T1SR5W 6SW 50%0.142 mgd Foothill Blvd 12209 1305.95 1312.00 365 8 1 0.226 0.720 3.83 0.70 17035 1301.10 5.38 0.013 0.01330 0.645 0.900 3.99 0.00334 Cypress Ave 17035 1301.10 1306.10 412 8 1 0.226 0.811 4.16 0.65 17036 1294.14 4.33 0.013 0.01690 0.645 1.015 4.50 0.00334 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Cypress Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Cypress Ave 17036 1294.14 1300.00 317 8 1 0.226 0.811 4.16 0.65 17037 1288.78 5.19 0.013 0.01690 0.645 1.015 4.50 0.00334 Cypress Ave 17037 1288.78 1293.60 365 8 1 0.226 0.932 4.57 0.60 17038 1280.64 4.15 0.013 0.02230 0.645 1.166 5.17 0.00334 Cypress Ave 17038 1280.64 1285.50 362 8 1 0.226 0.816 4.16 0.65 17039 1274.46 4.19 0.013 0.01710 0.645 1.021 4.53 0.00334 Cypress Ave 17039 1274.29 1279.00 425 10 1 0.226 1.628 4.32 0.44 17040 1265.50 3.88 0.013 0.02070 0.645 2.037 5.78 0.00248 Cypress Ave 17040 1265.50 1270.50 471 10 1 0.226 1.270 3.66 0.50 17041 1259.57 4.17 0.013 0.01260 0.645 1.589 4.51 0.00248 Cypress Ave T1SR5W 7NE 50%, T1SR5W 7NW 10%0.121 mgd Arrow Blvd 17041 1259.57 1265.10 379 10 1 0.347 1.417 4.41 0.59 17042 1253.62 4.70 0.013 0.01570 0.953 1.774 5.03 0.00248 Cypress Ave 17042 1253.62 1259.50 349 10 1 0.347 1.417 4.41 0.59 17043 1248.14 5.05 0.013 0.01570 0.953 1.774 5.03 0.00248 Cypress Ave 17043 1248.14 1253.50 308 10 1 0.347 1.417 4.41 0.59 17044 1243.31 4.53 0.013 0.01570 0.953 1.774 5.03 0.00248 Cypress Ave 17044 1243.31 1248.50 296 10 1 0.347 1.417 4.41 0.59 17045 1238.67 4.36 0.013 0.01570 0.953 1.774 5.03 0.00248 Orange Way T1SR5W 7SE 25%0.049 mgd Cypress Avenue 17045 1238.67 1244.40 450 10 1 38,700$ 0.396 0.531 3.05 1.00 17107 1237.68 4.90 0.013 0.00220 1.075 0.664 1.88 0.00248 Orange Way 17107 1237.68 1245.00 332 8 1 23,559$ 0.396 0.293 4.77 1.00 17108 1236.95 6.65 0.013 0.00220 1.075 0.366 1.62 0.00334 Orange Way 17108 1236.95 1244.50 332 8 1 23,559$ 0.396 0.293 4.77 1.00 17109 1236.22 6.88 0.013 0.00220 1.075 0.366 1.62 0.00334 Discharge to Oleander Drive Sewer MH 17030 Job #:86025.028 Cost of Improvements $85,818 Date:18-May-00 0.396 mgd avg 1.075 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Cypress Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $85,818 Flows in Year 2005 Date:18-May-00 0 1 1 2 2 3 3 4 Baseline Avenue121911219212194121951219612197121981219912200Miller Avenue12202122031220412205122061220712208Foothill Blvd170351703617037170381703917040Arrow Blvd170421704317044Orange Way17107Oleander SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Cypress - Juniper Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Juniper Avenue T1NR5W 31SE 0.115 mgd Baseline Avenue 12135 1399.59 1412.80 374 8 1 0.115 0.678 3.09 0.50 12136 1395.18 12.54 0.013 0.01180 0.349 0.848 3.76 0.00334 Juniper Avenue 12136 1395.18 1405.00 357 8 1 0.115 0.683 3.09 0.50 12137 1390.89 9.15 0.013 0.01200 0.349 0.855 3.79 0.00334 Juniper Avenue 12137 1390.89 1398.00 310 8 1 0.115 0.789 3.44 0.46 12138 1385.93 6.44 0.013 0.01600 0.349 0.988 4.38 0.00334 Juniper Avenue 12138 1385.93 1393.26 350 8 1 0.115 0.837 3.54 0.45 12139 1379.63 6.66 0.013 0.01800 0.349 1.047 4.64 0.00334 Juniper Avenue 12139 1379.63 1387.20 364 8 1 0.115 0.837 3.54 0.45 12140 1373.08 6.90 0.013 0.01800 0.349 1.047 4.64 0.00334 Juniper Avenue 12140 1373.08 1381.50 317 8 1 0.115 0.837 3.54 0.45 12141 1367.38 7.75 0.013 0.01800 0.349 1.047 4.64 0.00334 Juniper Avenue 12141 1367.38 1375.21 351 8 1 0.115 0.882 3.65 0.44 12142 1360.36 7.16 0.013 0.02000 0.349 1.104 4.90 0.00334 Juniper Avenue 12142 1360.36 1368.17 343 8 1 0.115 0.925 3.88 0.42 12143 1352.82 7.14 0.013 0.02200 0.349 1.158 5.13 0.00334 Juniper Avenue T1SR5W 6NE 60%0.101 mgd Miller Avenue 12143 1352.82 1362.00 373 8 1 0.216 0.695 3.67 0.70 12144 1348.20 8.51 0.013 0.01240 0.619 0.869 3.85 0.00334 Juniper Avenue 12144 1348.20 1355.80 383 8 1 0.216 0.818 4.14 0.63 12145 1341.61 6.93 0.013 0.01720 0.619 1.024 4.54 0.00334 Juniper Avenue 12145 1341.61 1349.20 491 8 1 0.216 0.837 4.21 0.62 12146 1332.78 6.92 0.013 0.01800 0.619 1.047 4.64 0.00334 Juniper Avenue 12146 1332.78 1341.38 480 8 1 0.216 0.832 4.21 0.62 12147 1324.24 7.93 0.013 0.01780 0.619 1.042 4.62 0.00334 Juniper Avenue 12147 1324.24 1332.50 328 8 1 0.216 0.828 4.21 0.62 12148 1318.47 7.59 0.013 0.01760 0.619 1.036 4.59 0.00334 Juniper Avenue 12148 1318.47 1328.75 329 8 1 0.216 0.928 4.47 0.59 12149 1311.21 9.61 0.013 0.02210 0.619 1.161 5.15 0.00334 Juniper Avenue TINR5W 5NW 10%, 5SW 50%, 6SE 50%0.203 mgd 12149 1311.04 1321.20 359 10 1 0.419 1.310 4.43 0.68 12150 1306.23 9.33 0.013 0.01340 1.132 1.639 4.65 0.00248 Juniper Avenue Foothill Blvd 12150 1306.23 1315.50 146 10 1 12,593$ 0.419 1.037 3.74 0.80 17156 1305.00 8.44 0.013 0.00840 1.132 1.297 3.68 0.00248 Juniper Avenue 17156 1305.00 1313.50 220 10 1 0.419 1.704 5.34 0.58 17157 1300.00 7.67 0.013 0.02270 1.132 2.133 6.05 0.00248 Juniper Avenue 17157 1300.00 1309.50 292 10 1 0.419 1.404 4.67 0.65 17158 1295.50 8.67 0.013 0.01540 1.132 1.757 4.99 0.00248 Juniper Avenue 17158 1295.50 1303.50 335 10 1 0.419 1.449 4.75 0.64 17159 1290.00 7.17 0.013 0.01640 1.132 1.813 5.14 0.00248 Juniper Avenue 17159 1290.00 1298.00 331 10 1 0.419 1.390 4.59 0.66 17160 1285.00 7.17 0.013 0.01510 1.132 1.739 4.94 0.00248 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Cypress - Juniper Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Juniper Avenue 17160 1285.00 1293.00 330 10 1 0.419 1.295 4.36 0.69 17161 1280.68 7.17 0.013 0.01310 1.132 1.620 4.60 0.00248 Juniper Avenue 17161 1280.68 1288.00 328 10 1 0.419 1.353 4.51 0.67 17162 1275.99 6.49 0.013 0.01430 1.132 1.693 4.80 0.00248 Juniper Avenue 17162 1275.99 1284.00 238 10 1 0.419 1.697 5.34 0.58 17163 1270.64 7.18 0.013 0.02250 1.132 2.123 6.03 0.00248 Juniper Avenue 17163 1270.64 1279.50 382 10 1 0.419 1.218 4.23 0.71 17164 1266.21 8.03 0.013 0.01160 1.132 1.525 4.33 0.00248 Juniper Avenue 17164 1266.04 1274.90 857 12 1 86,523$ 0.419 1.008 2.57 0.81 17165 1263.47 7.86 0.013 0.00300 1.132 1.261 2.48 0.00194 Juniper Avenue T1SR5W 7NE 50%0.102 mgd Arrow Blvd 17165 1263.47 1272.80 324 12 1 0.520 2.081 4.52 0.58 17166 1259.32 8.33 0.013 0.01280 1.380 2.604 5.13 0.00194 Juniper Avenue 17166 1259.32 1268.00 340 12 1 0.520 2.097 4.52 0.58 17167 1254.90 7.68 0.013 0.01300 1.380 2.625 5.17 0.00194 Juniper Avenue 17167 1254.90 1263.00 338 12 1 0.520 2.334 4.93 0.54 17168 1249.46 7.10 0.013 0.01610 1.380 2.921 5.76 0.00194 Juniper Avenue 17168 1249.46 1257.50 342 12 1 0.520 2.334 4.93 0.54 17169 1243.95 7.04 0.013 0.01610 1.380 2.921 5.76 0.00194 Juniper Avenue 17169 1243.95 1252.00 396 12 1 0.520 1.539 3.64 0.70 17170 1241.18 7.05 0.013 0.00700 1.380 1.926 3.80 0.00194 Juniper Avenue 17170 1241.18 1247.00 337 12 1 0.520 2.398 4.93 0.54 17171 1235.45 4.82 0.013 0.01700 1.380 3.001 5.91 0.00194 Juniper Avenue 17171 1235.45 1243.45 514 12 1 0.520 2.398 4.93 0.54 17172 1226.72 7.00 0.013 0.01700 1.380 3.001 5.91 0.00194 Juniper Avenue 17172 1226.72 1236.50 158 12 1 0.520 2.398 4.93 0.54 17173 1224.04 8.78 0.013 0.01700 1.380 3.001 5.91 0.00194 Juniper Avenue T1SR5W 7SE 75%0.147 mgd Merrill Avenue 17173 1224.04 1231.50 179 12 1 0.667 2.391 5.33 0.61 22172 1221.01 6.46 0.013 0.01690 1.730 2.992 5.90 0.00194 Juniper Avenue 22172 1221.01 1226.20 333 12 1 0.667 2.253 5.04 0.64 22173 1216.01 4.19 0.013 0.01500 1.730 2.819 5.56 0.00194 Juniper Avenue 22173 1216.01 1221.00 332 12 1 0.667 2.260 5.14 0.63 22174 1211.00 3.99 0.013 0.01510 1.730 2.829 5.57 0.00194 Juniper Avenue 22174 1211.00 1216.00 332 12 1 0.667 2.735 5.79 0.57 22175 1203.66 4.00 0.013 0.02210 1.730 3.422 6.74 0.00194 Juniper Avenue 22175 1203.66 1211.50 330 12 1 0.667 1.981 4.63 0.69 22176 1199.83 6.84 0.013 0.01160 1.730 2.479 4.89 0.00194 Juniper Avenue 22176 1199.83 1205.50 331 12 1 0.667 2.260 5.14 0.63 22177 1194.83 4.67 0.013 0.01510 1.730 2.829 5.57 0.00194 Juniper Avenue 22177 1194.83 1200.00 331 12 1 0.667 2.260 5.14 0.63 22178 1189.83 4.17 0.013 0.01510 1.730 2.829 5.57 0.00194 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Cypress - Juniper Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Juniper Avenue 22178 1189.83 1195.50 298 12 1 0.667 2.260 5.14 0.63 22179 1185.33 4.67 0.013 0.01510 1.730 2.829 5.57 0.00194 Juniper Avenue T1SR5W 18NE 0.232 mgd Mango Street Sewer 1.216 mgd 22179 1184.83 1190.30 400 18 1 57,600$ 2.116 3.162 4.33 1.00 22180 1176.47 3.97 0.013 0.00340 4.944 3.957 3.47 0.00113 Juniper Avenue 22180 1176.47 1186.00 326 18 1 46,903$ 2.116 3.209 4.33 1.00 22181 1175.33 8.03 0.013 0.00350 4.944 4.015 3.52 0.00113 Juniper Avenue 22181 1175.33 1180.50 327 18 1 2.116 6.924 6.77 0.61 22182 1170.00 3.67 0.013 0.01630 4.944 8.665 7.59 0.00113 Filbert Street Juniper Avenue 22182 1170.00 1175.50 264 18 1 38,000$ 2.116 3.254 4.33 1.00 22183 1169.05 4.00 0.013 0.00360 4.944 4.072 3.57 0.00113 Filbert Street 22183 1169.05 1175.30 261 18 1 37,600$ 2.116 3.254 4.33 1.00 22184 1168.11 4.75 0.013 0.00360 4.944 4.072 3.57 0.00113 Filbert Street 22184 1168.11 1174.30 403 18 1 58,000$ 2.116 3.254 4.33 1.00 22185 1166.66 4.69 0.013 0.00360 4.944 4.072 3.57 0.00113 Filbert Street 22185 1166.66 1172.90 250 18 1 36,000$ 2.116 3.254 4.33 1.00 22146 1165.76 4.74 0.013 0.00360 4.944 4.072 3.57 0.00113 Cypress Avenue Filbert Street 22146 1165.76 1172.00 383 18 1 2.116 5.369 5.70 0.71 22147 1162.01 4.74 0.013 0.00980 4.944 6.719 5.88 0.00113 Cypress Avenue 22147 1162.01 1168.00 330 18 1 2.116 6.752 6.64 0.62 22148 1156.90 4.49 0.013 0.01550 4.944 8.449 7.40 0.00113 Cypress Avenue 22148 1156.90 1163.00 329 18 1 2.116 6.687 6.64 0.62 22149 1151.90 4.60 0.013 0.01520 4.944 8.367 7.33 0.00113 Cypress Avenue 22149 1151.90 1158.00 329 18 1 2.116 6.687 6.64 0.62 22150 1146.90 4.60 0.013 0.01520 4.944 8.367 7.33 0.00113 Cypress Avenue 22150 1146.90 1153.00 367 18 1 2.116 6.576 6.53 0.63 27160 1141.51 4.60 0.013 0.01470 4.944 8.228 7.21 0.00113 Splitter Manhole Add San Bernardino Ave Sewer 2.387 mgd 4.503 mgd into manhole 0%Discharge to Cypress Juniper Sewer MH 27160 100%Discharge to San Bernardino Ave Sewer MH 25166 Cypress Ave Manhole Discharge 0.000 mgd 27160 1141.51 1148.25 52 24 1 0.000 22.829 #DIV/0!0.00 27161 1139.51 4.74 0.013 0.03820 0.000 28.567 14.07 0.00077 Cypress Ave 27161 1139.51 1147.20 459 24 1 0.000 14.448 #DIV/0!0.00 27162 1132.49 5.69 0.013 0.01530 0.000 18.079 8.91 0.00077 Cypress Ave 27162 1132.49 1141.44 403 24 1 0.000 12.526 #DIV/0!0.00 27163 1127.85 6.95 0.013 0.01150 0.000 15.674 7.72 0.00077 Cypress Ave 27163 1127.85 1136.64 403 24 1 0.000 13.059 #DIV/0!0.00 27164 1122.81 6.79 0.013 0.01250 0.000 16.341 8.05 0.00077 Cypress Ave 27164 1122.81 1131.72 404 24 1 0.000 12.361 #DIV/0!0.00 27165 1118.29 6.91 0.013 0.01120 0.000 15.468 7.62 0.00077 Cypress Ave 27165 1118.29 1126.92 403 24 1 0.000 12.688 #DIV/0!0.00 27166 1113.53 6.63 0.013 0.01180 0.000 15.877 7.82 0.00077 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Cypress - Juniper Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Cypress Ave 27166 1113.53 1122.23 302 24 1 0.000 13.266 #DIV/0!0.00 27167 1109.63 6.70 0.013 0.01290 0.000 16.601 8.18 0.00077 Cypress Ave 27167 1109.63 1118.50 238 24 1 0.000 19.475 #DIV/0!0.00 27168 1103.00 6.87 0.013 0.02780 0.000 24.370 12.01 0.00077 Diversion Manhole Cypress Sewer is below Valley Sewer 0.552 mgd into manhole in Valley Sewer 100%Discharge to Cypress Ave Sewer MH 27168 0%Discharge to Valley Blvd Sewer MH 25123 Cypress Ave Manhole Discharge 0.552 mgd 27168 1102.75 1115.60 14 27 1 0.552 53.752 10.87 0.10 27169 1101.12 10.60 0.013 0.11300 1.455 67.263 26.18 0.00066 Cypress Ave 27169 1101.12 1115.69 251 27 1 0.552 14.829 3.71 0.21 27170 1098.96 12.32 0.013 0.00860 1.455 18.556 7.22 0.00066 Cypress Ave 27170 1098.96 1112.79 199 27 1 0.552 14.302 3.47 0.22 27171 1097.37 11.58 0.013 0.00800 1.455 17.897 6.97 0.00066 Cypress Ave 27171 1097.37 1110.17 407 27 1 0.552 14.302 3.47 0.22 27172 1094.11 10.55 0.013 0.00800 1.455 17.897 6.97 0.00066 Cypress Ave 27172 1094.11 1104.94 272 27 1 0.552 34.997 8.33 0.12 27173 1081.10 8.58 0.013 0.04790 1.455 43.793 17.05 0.00066 Cypress Ave 27173 1081.10 1101.00 430 27 1 0.552 15.170 3.71 0.21 27174 1077.23 17.65 0.013 0.00900 1.455 18.983 7.39 0.00066 Cypress Ave 27174 1076.98 1095.62 244 30 1 0.552 14.975 3.00 0.21 27175 1075.76 16.14 0.013 0.00500 1.455 18.739 5.91 0.00057 Cypress Ave 27175 1075.76 1092.31 270 30 1 0.552 14.975 3.00 0.21 27176 1074.41 14.05 0.013 0.00500 1.455 18.739 5.91 0.00057 Cypress Ave T1SR5W 19SW 70%, 19SE 70%, 20SW 50%0.304 mgd 27176 1074.41 1089.00 356 30 1 0.856 14.975 3.14 0.27 27177 1072.63 12.09 0.013 0.00500 2.169 18.739 5.91 0.00057 Cypress Ave 27177 1072.63 1085.22 332 30 1 0.856 14.975 3.14 0.27 27178 1070.97 10.09 0.013 0.00500 2.169 18.739 5.91 0.00057 Cypress Ave Slover Avenue 27178 1070.97 1081.94 6640 27 1 0.856 15.170 4.08 0.26 32202 1011.21 8.72 0.013 0.00900 2.169 18.983 7.39 0.00066 Cypress Ave 33033 1066.88 1076.35 402 27 1 0.856 18.162 4.57 0.24 33034 1061.69 7.22 0.013 0.01290 2.169 22.726 8.85 0.00066 Cypress Ave 33034 1061.69 1071.09 402 27 1 0.856 18.162 4.57 0.24 33035 1056.50 7.15 0.013 0.01290 2.169 22.726 8.85 0.00066 Cypress Ave 33035 1056.50 1065.88 403 27 1 0.856 17.806 4.57 0.24 33036 1051.50 7.13 0.013 0.01240 2.169 22.282 8.67 0.00066 Cypress Ave 33036 1051.50 1060.83 405 27 1 0.856 16.847 4.32 0.25 33037 1047.01 7.08 0.013 0.01110 2.169 21.081 8.21 0.00066 Cypress Ave 33037 1047.01 1056.32 321 27 1 0.856 16.923 4.32 0.25 33038 1043.41 7.06 0.013 0.01120 2.169 21.176 8.24 0.00066 Cypress Ave 33038 1043.41 1052.72 328 27 1 0.856 28.738 6.90 0.18 33039 1032.81 7.06 0.013 0.03230 2.169 35.962 14.00 0.00066 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Cypress - Juniper Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Cypress Ave T1SR5W 30NW 50%, 30NE 0.217 mgd 33039 1032.56 1049.40 381 30 1 1.072 15.418 3.49 0.29 33040 1030.54 14.34 0.013 0.00530 2.664 19.293 6.08 0.00057 Cypress Ave 33040 1030.54 1045.43 413 30 1 1.072 15.271 3.49 0.29 33041 1028.39 12.39 0.013 0.00520 2.664 19.110 6.03 0.00057 Cypress Ave 33041 1028.39 1043.14 413 30 1 1.072 15.418 3.49 0.29 33042 1026.20 12.25 0.013 0.00530 2.664 19.293 6.08 0.00057 Cypress Ave 33042 1026.20 1040.57 413 30 1 1.072 15.706 3.49 0.29 33043 1023.93 11.87 0.013 0.00550 2.664 19.653 6.20 0.00057 Cypress Ave 33043 1023.93 1037.43 415 30 1 1.072 15.271 3.49 0.29 33044 1021.77 11.00 0.013 0.00520 2.664 19.110 6.03 0.00057 Cypress Ave 33044 1021.77 1034.69 413 30 1 1.072 15.271 3.49 0.29 33045 1019.62 10.42 0.013 0.00520 2.664 19.110 6.03 0.00057 Cypress Ave 33045 1019.62 1032.24 216 27 1 1.072 28.694 6.79 0.21 33046 1012.68 10.37 0.013 0.03220 2.664 35.906 13.98 0.00066 Cypress Ave T1SR5W 30SW 50%, 30SE 0.193 mgd 33046 1012.68 1030.05 82 27 1 1.266 21.453 5.53 0.27 32202 1011.21 15.12 0.013 0.01800 3.098 26.846 10.45 0.00066 Discharge to Jurupa Avenue 42" Sewer MH 32202 Job #:86025.028 Cost of Improvements $373,219 Date:18-May-00 1.266 mgd avg 3.098 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Cypress - Juniper Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $373,219 Flows in Year 2005 Date:18-May-00 0 10 20 30 40 50 60 70 80 Baseline Avenue12136121371213812139121401214112142Miller Avenue121441214512146121471214812149Foothill Blvd171561715717158171591716017161171621716317164Arrow Blvd17166171671716817169171701717117172Merrill Avenue22172221732217422175221762217722178Mango Sewer2218022181Filbert Street221832218422185Cypress Avenue22147221482214922150San Bernardino27161271622716327164271652716627167Valley Sewer271692717027171271722717327174271752717627177Slover Avenue33033330343303533036330373303833039330403304133042330433304433045Jurupa SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources East Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min West Liberty Pkwy Westgate 20%0.106 mgd 7012 1384.95 1393.00 220 15 1 0.106 5.891 4.80 0.14 7013 1378.09 6.80 0.013 0.03120 0.324 7.372 9.30 0.00144 West Liberty Pkwy 7013 1378.09 1389.96 400 15 1 0.106 2.109 1.88 0.27 7010 1376.49 10.62 0.013 0.00400 0.324 2.640 3.33 0.00144 West Liberty Pkwy 7010 1376.49 1388.70 23 15 1 0.106 7.383 5.35 0.13 7006 1375.34 10.96 0.013 0.04900 0.324 9.239 11.65 0.00144 West Liberty Pkwy 7006 1375.34 1384.23 136 8 1 0.106 1.248 4.60 0.35 7007 1369.88 8.22 0.013 0.04000 0.324 1.561 6.92 0.00334 West Liberty Pkwy 7007 1369.88 1384.03 74 8 1 0.106 1.248 4.60 0.35 7009 1366.91 13.48 0.013 0.04000 0.324 1.561 6.92 0.00334 West Liberty Pkwy West End 10%0.154 mgd Baseline Avenue 7009 1366.33 1380.53 253 15 1 0.260 21.094 15.44 0.11 10016 1265.11 12.95 0.013 0.40000 0.733 26.396 33.29 0.00144 West Liberty Pkwy 10016 1265.11 1281.29 59 15 1 0.260 2.983 3.08 0.34 10017 1264.64 14.93 0.013 0.00800 0.733 3.733 4.71 0.00144 West Liberty Pkwy 10017 1264.64 1280.22 173 15 1 0.260 3.129 3.21 0.33 10018 1263.12 14.33 0.013 0.00880 0.733 3.915 4.94 0.00144 West Liberty Pkwy 10018 1263.12 1280.42 130 15 1 0.260 2.983 3.08 0.34 10019 1262.08 16.05 0.013 0.00800 0.733 3.733 4.71 0.00144 West Liberty Pkwy 10019 1262.08 1274.80 136 15 1 0.260 3.129 3.21 0.33 10020 1260.88 11.47 0.013 0.00880 0.733 3.915 4.94 0.00144 West Liberty Pkwy 10020 1260.88 1275.00 383 15 1 0.260 3.129 3.21 0.33 10021 1257.51 12.87 0.013 0.00880 0.733 3.915 4.94 0.00144 West Liberty Pkwy 10021 1257.51 1270.70 348 15 1 0.260 3.129 3.21 0.33 10022 1254.45 11.94 0.013 0.00880 0.733 3.915 4.94 0.00144 West Liberty Pkwy 10022 1254.45 1266.00 356 15 1 0.260 3.143 3.21 0.33 10023 1251.29 10.30 0.013 0.00888 0.733 3.933 4.96 0.00144 West Liberty Pkwy 10023 1251.29 1384.33 274 15 1 0.260 3.129 3.21 0.33 10024 1248.88 131.79 0.013 0.00880 0.733 3.915 4.94 0.00144 West Liberty Pkwy 10024 1248.88 1259.52 302 15 1 0.260 3.129 3.21 0.33 10025 1246.22 9.39 0.013 0.00880 0.733 3.915 4.94 0.00144 West Liberty Pkwy 10025 1246.22 1255.48 627 15 1 0.260 4.497 4.03 0.28 10026 1234.82 8.01 0.013 0.01818 0.733 5.627 7.10 0.00144 West Liberty Pkwy 10026 1234.82 1250.13 438 15 1 0.260 3.770 3.50 0.31 10027 1229.22 14.06 0.013 0.01278 0.733 4.718 5.95 0.00144 West Liberty Pkwy 10027 1229.22 1371.34 243 15 1 0.260 3.592 3.50 0.31 10028 1226.40 140.87 0.013 0.01160 0.733 4.495 5.67 0.00144 West Liberty Pkwy 10028 1226.40 1366.99 323 15 1 0.260 3.592 3.50 0.31 Benefit Area Budget Cost 10284 1222.65 139.34 0.013 0.01160 0.733 4.495 5.67 0.00144 West Liberty Pkwy West End 20%0.308 mgd 10284 1222.65 1236.40 384 15 1 0.567 3.744 4.44 0.44 10285 1217.81 12.50 0.013 0.01260 1.492 4.685 5.91 0.00144 West Liberty Pkwy 10285 1217.81 1231.97 276 15 1 0.567 4.425 5.04 0.40 10286 1212.95 12.91 0.013 0.01760 1.492 5.537 6.98 0.00144 City of Fontana Sewer Model Engineering Resources East Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Line M 10286 1212.70 1228.42 523 18 1 0.567 3.430 2.91 0.46 10287 1210.61 14.22 0.013 0.00400 1.492 4.292 3.76 0.00113 Line M 10287 1210.61 1221.60 462 18 1 0.567 4.339 3.50 0.40 10288 1207.65 9.49 0.013 0.00640 1.492 5.429 4.76 0.00113 East Ave.West End 17%0.261 mgd 10288 1207.40 1217.17 426 21 1 0.829 14.450 6.22 0.27 10289 1194.11 8.02 0.013 0.03120 2.107 18.083 11.64 0.00092 East Ave. 10289 1194.11 1207.60 405 21 1 0.829 8.811 4.52 0.34 10290 1189.41 11.74 0.013 0.01160 2.107 11.026 7.10 0.00092 East Ave. 10290 1189.41 1204.00 273 21 1 0.829 10.604 5.13 0.31 10291 1184.83 12.84 0.013 0.01680 2.107 13.269 8.54 0.00092 East Ave. 10291 1184.83 1199.60 414 21 1 0.829 12.353 5.63 0.29 10292 1175.38 13.02 0.013 0.02280 2.107 15.458 9.95 0.00092 East Ave. 10292 1175.38 1194.20 159 21 1 0.829 9.783 4.91 0.32 10293 1173.10 17.07 0.013 0.01430 2.107 12.242 7.88 0.00092 East Ave 10293 1173.10 1197.50 100 21 1 0.829 9.783 4.91 0.32 10312 1173.75 22.65 0.013 0.01430 2.107 12.242 7.88 0.00092 Discharge to Foothill Avenue Sewer MH 10302 Job #:86025.028 Cost of Improvements $0 Date:18-May-00 0.829 mgd avg 2.107 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources East Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis 0 5 10 15 20 25 30 70127013701070067007Baseline Avenue1001610017100181001910020100211002210023100241002510026100271002810284102851028610287East Ave.10289102901029110292Foothill SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $0 Flows in Year 2005 Date:18-May-00 Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Etiwanda Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Foothill Blvd Foothill Blvd 6.420 mgd 10312 1172.75 1197.60 238 33 1 6.420 17.270 5.23 0.64 14001 1171.80 22.10 0.013 0.00400 13.577 21.611 5.63 0.00050 East Avenue 14001 1171.55 1194.80 542 36 1 6.420 23.859 5.52 0.53 14002 1168.95 20.25 0.013 0.00480 13.577 29.856 6.54 0.00045 East Avenue 14002 1168.95 1186.80 590 36 1 6.420 24.351 5.52 0.53 14003 1166.00 14.85 0.013 0.00500 13.577 30.471 6.67 0.00045 East Avenue 14003 1166.50 1180.00 464 30 1 6.420 23.005 7.76 0.54 14004 1161.02 11.00 0.013 0.01180 13.577 28.787 9.08 0.00057 East Avenue 14004 1161.02 1173.40 400 30 1 6.420 23.005 7.76 0.54 14005 1156.30 9.88 0.013 0.01180 13.577 28.787 9.08 0.00057 East Avenue 14005 1156.30 1167.20 400 30 1 6.420 23.005 7.76 0.54 14006 1151.58 8.40 0.013 0.01180 13.577 28.787 9.08 0.00057 East Avenue 14006 1151.58 1161.20 404 30 1 6.420 23.102 7.76 0.54 14007 1146.77 7.12 0.013 0.01190 13.577 28.909 9.12 0.00057 Arrow Route Arrow Route Sewer 0.099 mgd 14007 1146.77 1157.00 116 30 1 6.519 23.005 7.69 0.55 14008 1145.40 7.73 0.013 0.01180 13.767 28.787 9.08 0.00057 Arrow Route 14008 1145.40 1156.70 180 30 1 6.519 14.975 5.72 0.71 14009 1144.50 8.80 0.013 0.00500 13.767 18.739 5.91 0.00057 Arrow Route 14009 1143.50 1156.40 500 42 1 6.519 24.365 4.11 0.53 14010 1142.40 9.40 0.013 0.00220 13.767 30.489 4.90 0.00037 Arrow Route 14010 1142.40 1155.40 500 42 1 6.519 24.365 4.11 0.53 14011 1141.30 9.50 0.013 0.00220 13.767 30.489 4.90 0.00037 Arrow Route 14011 1141.30 1152.40 464 42 1 6.519 24.365 4.11 0.53 14012 1140.28 7.60 0.013 0.00220 13.767 30.489 4.90 0.00037 Arrow Route 14012 1140.28 1152.00 400 42 1 6.519 24.365 4.11 0.53 14013 1139.40 8.22 0.013 0.00220 13.767 30.489 4.90 0.00037 Arrow Route 14013 1139.40 1154.30 614 42 1 6.519 24.365 4.11 0.53 14014 1138.05 11.40 0.013 0.00220 13.767 30.489 4.90 0.00037 Discharge to RP-4 Etiwanda Avenue Arrow Route 14014 1138.05 1155.90 460 42 1 0.000 54.729 #DIV/0!0.00 14015 1132.94 14.35 0.013 0.01110 0.000 68.485 11.02 0.00037 Etiwanda Avenue 14015 1132.94 1153.00 464 42 1 0.000 34.457 #DIV/0!0.00 14016 1130.90 16.56 0.013 0.00440 0.000 43.118 6.94 0.00037 Etiwanda Avenue 14016 1130.90 1148.60 502 42 1 0.000 34.457 #DIV/0!0.00 14017 1128.69 14.20 0.013 0.00440 0.000 43.118 6.94 0.00037 Etiwanda Avenue 14017 1128.69 1145.00 536 36 1 0.000 35.788 #DIV/0!0.00 14018 1122.90 13.31 0.013 0.01080 0.000 44.784 9.81 0.00045 Etiwanda Avenue 14018 1122.90 1136.70 500 36 1 0.000 35.119 #DIV/0!0.00 14019 1117.70 10.80 0.013 0.01040 0.000 43.946 9.62 0.00045 Etiwanda Avenue 14019 1117.70 1128.10 481 36 1 0.000 37.724 #DIV/0!0.00 14020 1111.93 7.40 0.013 0.01200 0.000 47.206 10.34 0.00045 Benefit Area Budget Cost 6.519 mgd avg 13.767 mgd pk City of Fontana Sewer Model Engineering Resources Etiwanda Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Etiwanda Avenue 14020 1111.93 1123.80 500 36 1 0.000 47.718 #DIV/0!0.00 14021 1102.33 8.87 0.013 0.01920 0.000 59.711 13.07 0.00045 Etiwanda Avenue 14021 1102.33 1113.00 500 36 1 0.000 35.788 #DIV/0!0.00 14022 1096.93 7.67 0.013 0.01080 0.000 44.784 9.81 0.00045 Etiwanda Avenue 14022 1096.93 1106.70 465 36 1 0.000 39.565 #DIV/0!0.00 19001 1090.79 6.77 0.013 0.01320 0.000 49.510 10.84 0.00045 Etiwanda Avenue 19001 1090.79 1100.80 1343 36 1 0.000 22.843 #DIV/0!0.00 19002 1084.88 7.01 0.013 0.00440 0.000 28.585 6.26 0.00045 Etiwanda Avenue 19002 1084.38 1095.70 391 42 1 0.000 34.457 #DIV/0!0.00 19003 1082.66 7.82 0.013 0.00440 0.000 43.118 6.94 0.00037 Etiwanda Avenue 19003 1082.66 1092.66 172 42 1 0.000 52.975 #DIV/0!0.00 19004 1080.87 6.50 0.013 0.01040 0.000 66.290 10.66 0.00037 Etiwanda Avenue T1SR6W 16NW, 16NE 50%, 9SE 0.192 mgd Randall Avenue 19004 1080.87 1090.80 500 24 1 0.192 14.094 4.04 0.12 19005 1073.59 7.93 0.013 0.01456 0.558 17.636 8.69 0.00077 Etiwanda Avenue 19005 1073.59 1084.90 500 24 1 0.192 17.791 4.59 0.11 19006 1061.99 9.31 0.013 0.02320 0.558 22.262 10.97 0.00077 Etiwanda Avenue 19006 1061.99 1077.10 500 24 1 0.192 12.138 3.60 0.13 19007 1056.59 13.11 0.013 0.01080 0.558 15.189 7.48 0.00077 Etiwanda Avenue 19007 1056.59 1067.20 500 24 1 0.192 14.866 4.04 0.12 19008 1048.49 8.61 0.013 0.01620 0.558 18.603 9.17 0.00077 Etiwanda Avenue 19008 1048.49 1058.10 500 24 1 0.192 14.210 4.04 0.12 19009 1041.09 7.61 0.013 0.01480 0.558 17.781 8.76 0.00077 Etiwanda Avenue 19009 1041.09 1044.50 502 24 1 0.192 12.795 3.60 0.13 19010 1035.07 1.41 0.013 0.01200 0.558 16.011 7.89 0.00077 Etiwanda Avenue T1SR6W 16SW 0.103 mgd San Bernardino Avenue 19010 1035.07 1055.40 200 24 1 0.296 11.912 3.61 0.17 24001 1032.99 18.33 0.013 0.01040 0.825 14.905 7.34 0.00077 Etiwanda Avenue 24001 1032.99 1043.50 500 24 1 0.296 12.138 3.61 0.17 24002 1027.59 8.51 0.013 0.01080 0.825 15.189 7.48 0.00077 Etiwanda Avenue 24002 1027.59 1037.90 500 24 1 0.296 14.774 4.78 0.14 24003 1019.59 8.31 0.013 0.01600 0.825 18.488 9.11 0.00077 Etiwanda Avenue 24003 1019.59 1030.70 500 24 1 0.296 13.621 4.32 0.15 24004 1012.79 9.11 0.013 0.01360 0.825 17.045 8.40 0.00077 Etiwanda Avenue 24004 1012.79 1023.60 500 24 1 0.296 13.621 4.32 0.15 24005 1005.99 8.81 0.013 0.01360 0.825 17.045 8.40 0.00077 Etiwanda Avenue 24005 1005.99 1017.50 502 24 1 0.296 13.621 4.32 0.15 24006 999.16 9.51 0.013 0.01360 0.825 17.045 8.40 0.00077 Etiwanda Avenue T1SR6W 21NW, 21SW 40%0.131 mgd Valley Blvd 24006 999.16 1012.40 95 24 1 0.427 13.621 3.98 0.20 24007 997.87 11.24 0.013 0.01360 1.151 17.045 8.40 0.00077 Etiwanda Avenue 24007 997.87 1011.40 50 24 1 0.427 19.614 6.03 0.15 24008 996.45 11.53 0.013 0.02820 1.151 24.545 12.09 0.00077 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Etiwanda Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Etiwanda Avenue 24008 996.45 1010.80 75 24 1 0.427 20.664 6.67 0.14 24009 994.09 12.35 0.013 0.03130 1.151 25.858 12.74 0.00077 Etiwanda Avenue 24009 994.09 1009.10 375 24 1 0.427 13.007 3.98 0.20 24010 989.44 13.01 0.013 0.01240 1.151 16.276 8.02 0.00077 Etiwanda Avenue 24010 989.44 1002.30 376 24 1 0.427 14.958 4.63 0.18 24011 983.27 10.86 0.013 0.01640 1.151 18.718 9.22 0.00077 Etiwanda Avenue 24011 983.02 998.40 746 27 1 0.427 11.078 2.75 0.22 24012 979.44 13.13 0.013 0.00480 1.151 13.863 5.40 0.00066 Etiwanda Avenue 24012 979.44 990.60 321 24 1 0.427 13.621 3.98 0.20 24013 975.08 9.16 0.013 0.01360 1.151 17.045 8.40 0.00077 Etiwanda Avenue 24013 975.08 989.20 255 24 1 0.427 14.589 4.29 0.19 24014 971.10 12.12 0.013 0.01560 1.151 18.255 8.99 0.00077 Etiwanda Avenue 24014 971.10 985.90 471 24 1 0.427 8.092 2.74 0.26 24015 968.84 12.80 0.013 0.00480 1.151 10.126 4.99 0.00077 Etiwanda Avenue 24015 968.59 980.80 340 27 1 0.427 11.078 2.75 0.22 24016 966.96 9.96 0.013 0.00480 1.151 13.863 5.40 0.00066 Etiwanda Avenue 24016 966.96 981.70 185 27 1 0.427 11.078 2.75 0.22 24017 966.07 12.49 0.013 0.00480 1.151 13.863 5.40 0.00066 Etiwanda Avenue 24017 966.07 980.20 190 27 1 0.427 11.078 2.75 0.22 24018 965.16 11.88 0.013 0.00480 1.151 13.863 5.40 0.00066 Etiwanda Avenue 24018 965.16 977.60 183 27 1 0.427 11.078 2.75 0.22 24019 964.28 10.19 0.013 0.00480 1.151 13.863 5.40 0.00066 Etiwanda Avenue 24019 964.28 977.30 325 24 1 0.427 16.269 5.03 0.17 24020 957.98 11.02 0.013 0.01940 1.151 20.358 10.03 0.00077 Etiwanda Avenue T1SR6W 21SW 60%, Fontana Gateway 10%0.107 mgd Slover Avenue 24020 957.73 973.60 757 27 1 0.534 10.607 2.66 0.26 29044 954.40 13.62 0.013 0.00440 1.412 13.273 5.17 0.00066 Etiwanda Avenue 29044 954.40 961.00 555 27 1 0.534 11.966 2.98 0.24 29045 951.29 4.35 0.013 0.00560 1.412 14.974 5.83 0.00066 Etiwanda Avenue 29045 951.29 961.00 524 24 1 0.534 12.795 4.00 0.23 29046 945.00 7.71 0.013 0.01200 1.412 16.011 7.89 0.00077 Etiwanda Avenue 29046 945.00 955.20 500 24 1 0.534 12.795 4.00 0.23 29047 939.00 8.20 0.013 0.01200 1.412 16.011 7.89 0.00077 Etiwanda Avenue 29047 939.00 947.60 500 24 1 0.534 12.795 4.00 0.23 29048 933.00 6.60 0.013 0.01200 1.412 16.011 7.89 0.00077 Etiwanda Avenue 29048 933.00 944.10 94 24 1 0.534 12.580 4.00 0.23 29049 931.91 9.10 0.013 0.01160 1.412 15.742 7.76 0.00077 Etiwanda Avenue Fontana Gateway 25%0.164 mgd Santa Ana Avenue 29049 931.91 942.80 406 24 1 0.698 12.580 4.07 0.27 29050 927.20 8.89 0.013 0.01160 1.802 15.742 7.76 0.00077 Etiwanda Avenue 29050 927.20 937.10 500 24 1 0.698 13.820 4.54 0.25 29051 920.20 7.90 0.013 0.01400 1.802 17.294 8.52 0.00077 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Etiwanda Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Etiwanda Avenue 29051 920.20 930.20 486 24 1 0.698 13.820 4.54 0.25 29052 913.40 8.00 0.013 0.01400 1.802 17.294 8.52 0.00077 Etiwanda Avenue 29052 913.40 923.80 441 24 1 0.698 13.621 4.54 0.25 29053 907.40 8.40 0.013 0.01360 1.802 17.045 8.40 0.00077 Etiwanda Avenue 29053 907.40 918.20 500 24 1 0.698 12.795 4.30 0.26 29054 901.40 8.80 0.013 0.01200 1.802 16.011 7.89 0.00077 Etiwanda Avenue 29054 901.40 913.80 340 24 1 0.698 13.007 4.30 0.26 29055 897.18 10.40 0.013 0.01240 1.802 16.276 8.02 0.00077 Etiwanda Avenue 29055 896.43 908.80 29 33 1 0.698 42.019 6.90 0.12 29056 895.75 9.62 0.013 0.02368 1.802 52.581 13.70 0.00050 Etiwanda Avenue Fontana Gateway 10%0.066 mgd Jurupa Avenue 29056 895.75 905.20 169 24 1 0.764 16.683 5.22 0.24 34001 892.30 7.45 0.013 0.02040 1.956 20.876 10.28 0.00077 Etiwanda Avenue 34001 892.30 910.40 520 15 1 0.764 3.129 4.28 0.56 34002 887.72 16.85 0.013 0.00880 1.956 3.915 4.94 0.00144 Etiwanda Avenue 34002 887.72 897.60 391 15 1 0.764 3.638 4.69 0.52 34003 883.07 8.63 0.013 0.01190 1.956 4.553 5.74 0.00144 Etiwanda Avenue 34003 883.07 892.40 400 15 1 0.764 3.335 4.47 0.54 34004 879.07 8.08 0.013 0.01000 1.956 4.174 5.26 0.00144 Etiwanda Avenue 34004 879.07 887.10 400 15 1 0.764 4.374 5.34 0.47 34005 872.19 6.78 0.013 0.01720 1.956 5.474 6.90 0.00144 Etiwanda Avenue 34005 872.19 881.30 287 15 1 0.764 4.374 5.34 0.47 34006 867.26 7.86 0.013 0.01720 1.956 5.474 6.90 0.00144 Etiwanda Avenue 34006 865.76 876.60 33 1 -$ 0.764 40.501 6.67 0.13 RP-1 8.09 0.013 0.02200 1.956 50.681 13.21 0.00050 Discharge to RP-1 Job #:86025.028 Cost of Improvements $0 Date:18-May-00 Benefit Area Budget Cost 0.764 mgd avg 1.956 mgd pk City of Fontana Sewer Model Engineering Resources Etiwanda Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $0 Flows in Year 2005 Date:18-May-00 0 10 20 30 40 50 60 70 80 Foothill Sewer140011400214003140041400514006Arrow Sewer140081400914010140111401214013RP41401514016140171401814019140201402114022190011900219003Randall Avenue1900519006190071900819009San Bernardino Avenue2400124002240032400424005Valley Blvd24007240082400924010240112401224013240142401524016240172401824019Slover Avenue2904429045290462904729048Santa Ana Avenue290502905129052290532905429055Jurupa Avenue3400134002340033400434005RP 1ManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Foothill Blvd Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Foothill Blvd Lime Avenue Sewer 0.270 mgd 11185 1269.83 1283.46 136 12 1 0.270 1.234 9.17 0.23 11305 1269.22 12.63 0.013 0.00450 0.759 1.544 3.04 0.00194 Foothill Blvd 11305 1269.22 1282.40 222 12 1 0.270 1.645 13.27 0.17 11306 1267.44 12.18 0.013 0.00800 0.759 2.059 4.06 0.00194 Foothill Blvd 11306 1267.44 1280.90 159 12 1 0.270 1.494 2.99 0.50 11307 1266.39 12.46 0.013 0.00660 0.759 1.870 3.69 0.00194 Foothill Blvd 11307 1266.39 1277.60 426 12 1 0.270 1.494 2.99 0.50 11308 1263.58 10.21 0.013 0.00660 0.759 1.870 3.69 0.00194 Foothill Blvd 11308 1263.58 1274.80 459 12 1 0.270 1.494 2.99 0.50 11309 1260.55 10.22 0.013 0.00660 0.759 1.870 3.69 0.00194 Foothill Blvd 11309 1260.55 1272.00 302 12 1 0.270 1.494 2.99 0.50 11310 1258.56 10.45 0.013 0.00660 0.759 1.870 3.69 0.00194 Foothill Blvd 11310 1258.56 1269.80 362 12 1 0.270 1.364 2.78 0.53 11311 1256.57 10.24 0.013 0.00550 0.759 1.707 3.36 0.00194 Splitter Manhole Add Beech Ave Sewer 3.138 mgd 3.408 mgd into manhole 100%Discharge to Foothill Blvd Sewer MH 10327 0%Discharge to Beech Ave Sewer MH 16A Foothill Blvd Manhole Discharge 3.408 mgd 11311 1255.57 1266.80 416 24 1 3.408 10.249 5.76 0.62 11312 1252.37 9.23 0.013 0.00770 7.629 12.826 6.32 0.00077 Foothill Blvd 11312 1252.37 1265.25 344 24 1 3.408 10.249 5.76 0.62 11313 1249.72 10.88 0.013 0.00770 7.629 12.826 6.32 0.00077 Foothill Blvd 11313 1249.72 1263.00 344 24 1 3.408 10.249 5.76 0.62 11314 1247.07 11.28 0.013 0.00770 7.629 12.826 6.32 0.00077 Foothill Blvd 11314 1247.07 1262.50 305 24 1 3.408 10.249 5.76 0.62 11315 1244.72 13.43 0.013 0.00770 7.629 12.826 6.32 0.00077 Foothill Blvd 11315 1244.72 1257.49 469 24 1 3.408 10.249 5.76 0.62 11316 1241.11 10.77 0.013 0.00770 7.629 12.826 6.32 0.00077 Foothill Blvd 11316 1241.11 1257.49 430 24 1 3.408 10.249 5.76 0.62 11317 1237.80 14.38 0.013 0.00770 7.629 12.826 6.32 0.00077 Foothill Blvd 11317 1237.80 1252.31 426 24 1 3.408 10.249 5.76 0.62 11318 1234.52 12.51 0.013 0.00770 7.629 12.826 6.32 0.00077 Foothill Blvd 11318 1234.52 1250.30 430 24 1 3.408 10.249 5.76 0.62 11319 1231.21 13.78 0.013 0.00770 7.629 12.826 6.32 0.00077 Foothill Blvd 11319 1231.21 1246.78 430 24 1 3.408 10.249 5.76 0.62 11320 1227.90 13.57 0.013 0.00770 7.629 12.826 6.32 0.00077 Foothill Blvd 11320 1227.90 1242.54 431 24 1 3.408 10.316 5.76 0.62 11321 1224.54 12.64 0.013 0.00780 7.629 12.909 6.36 0.00077 Foothill Blvd 11321 1224.54 1240.30 440 24 1 3.408 10.249 5.76 0.62 10325 1221.15 13.76 0.013 0.00770 7.629 12.826 6.32 0.00077 Foothill Blvd 10325 1221.15 1236.35 430 24 1 3.408 11.019 6.00 0.60 10326 1217.32 13.20 0.013 0.00890 7.629 13.789 6.79 0.00077 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Foothill Blvd Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Foothill Blvd 10326 1217.32 1233.33 432 24 1 3.408 10.957 6.00 0.60 10327 1213.52 14.01 0.013 0.00880 7.629 13.711 6.76 0.00077 Splitter Manhole Add Cherry Ave Sewer 1.673 mgd 5.081 mgd into manhole 100%Discharge to Foothill Ave Sewer MH 10327 0%Discharge to Cherry Ave Sewer MH 15A Foothill Blvd Manhole Discharge 5.081 mgd 10327 1213.52 1230.36 489 24 1 5.081 10.705 6.63 0.76 10295 1209.41 14.84 0.013 0.00840 10.973 13.396 6.60 0.00077 Foothill Blvd 10295 1208.91 1227.80 426 30 1 95,921$ 5.081 9.231 3.82 0.85 10296 1208.10 16.39 0.013 0.00190 10.973 11.551 3.64 0.00057 Foothill Blvd 10296 1208.10 1227.60 448 30 1 5.081 21.597 6.91 0.50 10297 1203.44 17.00 0.013 0.01040 10.973 27.025 8.52 0.00057 Foothill Blvd T1SR6W 10NE 30%, West End 15%0.250 mgd 10297 1203.44 1223.20 407 30 1 5.330 15.848 5.65 0.61 10298 1201.16 17.26 0.013 0.00560 11.462 19.831 6.25 0.00057 Foothill Blvd 10298 1201.16 1218.60 407 30 1 5.330 15.848 5.65 0.61 10299 1198.88 14.94 0.013 0.00560 11.462 19.831 6.25 0.00057 Foothill Blvd 10299 1198.88 1215.60 155 30 1 5.330 15.848 5.65 0.61 10173 1198.01 14.22 0.013 0.00560 11.462 19.831 6.25 0.00057 Foothill Blvd 10173 1198.01 1216.51 295 30 1 5.330 15.848 5.65 0.61 10300 1196.36 16.00 0.013 0.00560 11.462 19.831 6.25 0.00057 Foothill Blvd 10300 1196.36 1217.40 456 30 1 5.330 16.212 5.77 0.60 10301 1193.69 18.54 0.013 0.00586 11.462 20.286 6.40 0.00057 Foothill Blvd 10301 1193.69 1214.70 456 30 1 5.330 17.970 6.14 0.57 10302 1190.41 18.51 0.013 0.00720 11.462 22.487 7.09 0.00057 Foothill Blvd 10302 1190.41 1210.60 502 30 1 5.330 15.848 5.65 0.61 10303 1187.60 17.69 0.013 0.00560 11.462 19.831 6.25 0.00057 Foothill Blvd T1SR6W 10NW 50%0.031 mgd Santa Maria Anenue 10303 1187.60 1209.20 438 30 1 5.361 13.394 5.01 0.68 10304 1185.85 19.10 0.013 0.00400 11.522 16.760 5.28 0.00057 Foothill Blvd 10304 1185.85 1204.40 440 30 1 5.361 13.394 5.01 0.68 10305 1184.09 16.05 0.013 0.00400 11.522 16.760 5.28 0.00057 Foothill Blvd 10305 1184.09 1202.20 467 30 1 5.361 13.394 5.01 0.68 10306 1182.22 15.61 0.013 0.00400 11.522 16.760 5.28 0.00057 Foothill Blvd West End 15%0.231 mgd Grand Avenue 10306 1182.22 1200.80 400 30 1 5.591 13.394 5.05 0.70 10307 1180.62 16.08 0.013 0.00400 11.973 16.760 5.28 0.00057 Foothill Blvd 10307 1180.62 1200.70 377 30 1 5.591 13.394 5.05 0.70 10308 1179.11 17.58 0.013 0.00400 11.973 16.760 5.28 0.00057 Foothill Blvd 10308 1178.86 1200.00 452 33 1 5.591 17.270 4.98 0.60 10309 1177.05 18.39 0.013 0.00400 11.973 21.611 5.63 0.00050 Foothill Blvd 10309 1177.05 1198.40 360 33 1 5.591 17.270 4.98 0.60 10310 1175.61 18.60 0.013 0.00400 11.973 21.611 5.63 0.00050 Foothill Blvd 10310 1175.61 1199.60 360 33 1 5.591 17.270 4.98 0.60 10311 1174.17 21.24 0.013 0.00400 11.973 21.611 5.63 0.00050 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Foothill Blvd Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Foothill Blvd 10311 1174.17 1179.60 355 33 1 5.591 17.270 4.98 0.60 10312 1172.75 2.68 0.013 0.00400 11.973 21.611 5.63 0.00050 Foothill Blvd East Avenue Sewer 0.829 mgd Discharge to Etiwanda Avenue Sewer MH 10312 Job #:86025.028 Cost of Improvements $95,921 Date:18-May-00 6.420 mgd avg 13.577 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Foothill Blvd Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $95,921 Flows in Year 2005 Date:18-May-00 0 5 10 15 20 25 30 Lime Sewer113051130611307113081130911310Beech Sewer113121131311314113151131611317113181131911320113211032510326Cherry Sewer102951029610297102981029910173103001030110302Santa Maria Anenue1030410305Grand Avenue10307103081030910310Etiwanda SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Jurupa Ave 21" Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Jurupa Ave T1SR6W 25SE, 25NE, 30NW 50%, 30NE 50%0.310 mgd Poplar Ave N & S.1.637 mgd 32011 985.39 992.50 419 21 1 1.948 7.974 5.35 0.54 31089 981.41 5.36 0.013 0.00950 4.586 9.978 6.42 0.00092 Jurupa Ave 31089 981.41 987.00 449 21 1 1.948 7.085 5.01 0.57 31090 978.04 3.84 0.013 0.00750 4.586 8.866 5.71 0.00092 Jurupa Ave 31090 978.04 983.50 451 21 1 1.948 7.085 5.01 0.57 31059 974.66 3.71 0.013 0.00750 4.586 8.866 5.71 0.00092 Jurupa Ave Elm Avenue 31059 974.66 980.00 985 21 1 1.948 7.085 5.01 0.57 31091 967.27 3.59 0.013 0.00750 4.586 8.866 5.71 0.00092 Jurupa Ave 31091 967.27 977.00 393 21 1 1.948 7.085 5.01 0.57 31092 964.32 7.98 0.013 0.00750 4.586 8.866 5.71 0.00092 Jurupa Ave Beech Ave S.0.386 mgd 31092 964.32 974.00 64 21 1 2.333 7.317 5.33 0.62 31093 963.81 7.93 0.013 0.00800 5.405 9.157 5.89 0.00092 Splitter Manhole Add Jurupa Ave 42" Sewer 1.515 mgd 3.848 mgd into manhole 0%Discharge to Jurupa Ave 21" Sewer MH 31093 100%Discharge to Jurupa Ave 42" Sewer MH 31097 Jurupa Ave Manhole Discharge 0.000 31093 963.81 970.60 188 21 1 0.000 5.174 #DIV/0!0.00 31043 963.06 5.04 0.013 0.00400 0.000 6.475 4.17 0.00092 Jurupa Ave 31043 962.56 970.60 136 27 1 0.000 20.226 #DIV/0!0.00 31074 960.38 5.79 0.013 0.01600 0.000 25.310 9.85 0.00066 Jurupa Ave 31095 963.61 970.40 323 21 1 0.000 8.181 #DIV/0!0.00 31074 960.38 5.04 0.013 0.01000 0.000 10.237 6.59 0.00092 Jurupa Ave 31074 960.38 967.60 508 21 1 0.000 8.181 #DIV/0!0.00 31075 955.30 5.47 0.013 0.01000 0.000 10.237 6.59 0.00092 Jurupa Ave 31075 955.30 963.30 500 21 1 0.000 8.181 #DIV/0!0.00 31076 950.30 6.25 0.013 0.01000 0.000 10.237 6.59 0.00092 Jurupa Ave Hemlock Avenue 31076 950.30 975.20 500 21 1 0.000 8.181 #DIV/0!0.00 31077 945.30 23.15 0.013 0.01000 0.000 10.237 6.59 0.00092 Jurupa Ave 31077 945.30 955.70 500 21 1 0.000 8.181 #DIV/0!0.00 31078 940.30 8.65 0.013 0.01000 0.000 10.237 6.59 0.00092 Jurupa Ave 31078 940.30 952.50 485 21 1 0.000 8.181 #DIV/0!0.00 35535 935.45 10.45 0.013 0.01000 0.000 10.237 6.59 0.00092 Live Oak Ave Southwest Industrial Park 20%0.386 mgd Jurupa Avenue 35535 935.45 951.00 221 21 1 0.386 8.181 3.46 0.25 35536 933.24 13.80 0.013 0.01000 1.051 10.237 6.59 0.00092 Live Oak Ave 35536 933.24 947.50 299 21 1 0.386 8.181 3.46 0.25 35537 930.25 12.51 0.013 0.01000 1.051 10.237 6.59 0.00092 Live Oak Ave 35537 930.25 943.20 405 21 1 0.386 8.181 3.46 0.25 35538 926.20 11.20 0.013 0.01000 1.051 10.237 6.59 0.00092 Live Oak Ave 35538 926.20 937.20 76 21 1 0.386 18.293 7.18 0.15 35539 922.40 9.25 0.013 0.05000 1.051 22.891 14.73 0.00092 Live Oak Ave 35539 922.40 934.50 436 21 1 0.386 8.181 3.46 0.25 35540 918.04 10.35 0.013 0.01000 1.051 10.237 6.59 0.00092 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Jurupa Ave 21" Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Live Oak Ave Southridge Village 20%0.416 mgd 35540 918.04 927.50 30 21 1 0.801 8.181 4.38 0.34 35587 917.74 7.71 0.013 0.01000 2.044 10.237 6.59 0.00092 Live Oak Ave 35587 917.74 925.35 470 21 1 0.801 8.181 4.38 0.34 35541 913.04 5.86 0.013 0.01000 2.044 10.237 6.59 0.00092 Live Oak Ave 35541 913.04 921.20 500 21 1 0.801 8.181 4.38 0.34 35542 908.04 6.41 0.013 0.01000 2.044 10.237 6.59 0.00092 Live Oak Ave 35542 908.04 916.00 500 21 1 0.801 8.181 4.38 0.34 35543 903.04 6.21 0.013 0.01000 2.044 10.237 6.59 0.00092 Live Oak Ave 35543 903.04 911.60 500 21 1 0.801 8.181 4.38 0.34 35544 898.04 6.81 0.013 0.01000 2.044 10.237 6.59 0.00092 Live Oak Ave 35544 898.04 909.20 144 21 1 0.801 8.181 4.38 0.34 35226 896.60 9.41 0.013 0.01000 2.044 10.237 6.59 0.00092 Live Oak Ave 35226 896.60 907.00 356 21 1 0.801 8.181 4.38 0.34 35545 893.04 8.65 0.013 0.01000 2.044 10.237 6.59 0.00092 Live Oak Ave 35545 893.04 905.50 500 21 1 0.801 8.181 4.38 0.34 35546 888.04 10.71 0.013 0.01000 2.044 10.237 6.59 0.00092 Live Oak Ave 35546 888.04 901.90 454 21 1 0.801 8.181 4.38 0.34 35547 883.50 12.11 0.013 0.01000 2.044 10.237 6.59 0.00092 Live Oak Ave 35547 883.50 899.30 135 21 1 0.801 12.326 5.46 0.29 35548 880.44 14.05 0.013 0.02270 2.044 15.424 9.93 0.00092 Live Oak Ave 35548 879.44 898.40 956 33 1 0.801 8.192 1.78 0.34 35549 878.58 16.21 0.013 0.00090 2.044 10.251 2.67 0.00050 Marlay Ave Live Oak Avenue 35549 878.58 902.00 489 33 1 0.801 8.192 1.78 0.34 35550 878.14 20.67 0.013 0.00090 2.044 10.251 2.67 0.00050 Marlay Ave 35550 878.14 894.20 456 33 1 0.801 8.192 1.78 0.34 35551 877.73 13.31 0.013 0.00090 2.044 10.251 2.67 0.00050 Marlay Ave 35551 877.73 884.50 422 33 1 0.801 8.192 1.78 0.34 35552 877.35 4.02 0.013 0.00090 2.044 10.251 2.67 0.00050 Marlay Ave 35552 877.35 886.80 244 33 1 0.801 8.192 1.78 0.34 35553 877.13 6.70 0.013 0.00090 2.044 10.251 2.67 0.00050 Marlay Ave Southridge Village 7%0.145 mgd 35553 877.13 885.20 400 33 1 0.947 8.192 1.84 0.37 35554 876.77 5.32 0.013 0.00090 2.379 10.251 2.67 0.00050 Marlay Ave 35554 876.77 884.60 500 33 1 0.947 8.192 1.84 0.37 35555 876.32 5.08 0.013 0.00090 2.379 10.251 2.67 0.00050 Marlay Ave 35555 876.32 885.40 -711 33 1 0.947 8.192 1.84 0.37 35556 876.96 6.33 0.013 0.00090 2.379 10.251 2.67 0.00050 Marlay Ave 35556 876.96 885.20 1656 33 1 0.947 8.192 1.84 0.37 35070 875.47 5.49 0.013 0.00090 2.379 10.251 2.67 0.00050 Marlay Ave 35070 875.47 884.50 467 33 1 0.947 8.192 1.84 0.37 35557 875.05 6.28 0.013 0.00090 2.379 10.251 2.67 0.00050 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Jurupa Ave 21" Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Marlay Ave Calabash Avenue 35557 875.05 881.40 389 33 1 0.947 8.192 1.84 0.37 35558 874.70 3.60 0.013 0.00090 2.379 10.251 2.67 0.00050 Marlay Ave 35558 874.70 882.30 500 33 1 0.947 8.192 1.84 0.37 35559 874.25 4.85 0.013 0.00090 2.379 10.251 2.67 0.00050 Marlay Ave 35559 874.25 887.10 500 33 1 0.947 8.192 1.84 0.37 35534 873.80 10.10 0.013 0.00090 2.379 10.251 2.67 0.00050 Marlay Ave Southridge Village 7%0.145 mgd Mulberry - Valley Blvd Sewer 2.268 mgd 35534 873.80 886.60 500 33 1 3.360 8.192 2.59 0.71 34080 873.35 10.05 0.013 0.00090 7.532 10.251 2.67 0.00050 Marlay Ave 34080 873.35 887.00 500 33 1 3.360 8.192 2.59 0.71 34081 872.90 10.90 0.013 0.00090 7.532 10.251 2.67 0.00050 Marlay Ave 34081 872.90 887.20 500 33 1 3.360 8.192 2.59 0.71 34082 875.45 11.55 0.013 0.00090 7.532 10.251 2.67 0.00050 Marlay Ave 34082 875.45 887.60 500 33 1 3.360 8.192 2.59 0.71 34083 872.00 9.40 0.013 0.00090 7.532 10.251 2.67 0.00050 Marlay Ave 34083 872.00 886.40 467 33 1 3.360 8.192 2.59 0.71 34084 871.58 11.65 0.013 0.00090 7.532 10.251 2.67 0.00050 Marlay Ave 34084 871.58 882.70 500 33 1 3.360 8.192 2.59 0.71 34085 868.00 8.37 0.013 0.00090 7.532 10.251 2.67 0.00050 Marlay Ave Southwest Industrial Park 15%0.289 mgd 34085 868.00 882.10 344 33 1 3.649 8.192 2.67 0.74 34086 867.69 11.35 0.013 0.00090 8.120 10.251 2.67 0.00050 Marlay Ave 34086 867.69 882.50 500 33 1 3.649 8.192 2.67 0.74 34087 867.24 12.06 0.013 0.00090 8.120 10.251 2.67 0.00050 Marlay Ave 34087 867.24 883.50 500 33 1 3.649 8.192 2.67 0.74 34088 866.79 13.51 0.013 0.00090 8.120 10.251 2.67 0.00050 Marlay Ave 34088 866.79 880.60 500 33 1 3.649 8.192 2.67 0.74 34052 866.34 11.06 0.013 0.00090 8.120 10.251 2.67 0.00050 Marlay Ave 34052 866.34 879.50 500 33 1 3.649 8.192 2.67 0.74 34089 865.89 10.41 0.013 0.00090 8.120 10.251 2.67 0.00050 Marlay Ave 34089 865.89 877.40 132 33 1 32,394$ 3.649 25.905 6.07 0.38 34029 864.70 8.76 0.013 0.00900 8.120 32.416 8.45 0.00050 Marlay Ave Southwest Industrial Park 10%0.193 mgd Etiwanda Ave 0.764 mgd 34029 864.70 878.00 500 33 1 122,500$ 4.606 8.192 2.80 0.88 10.55 0.013 0.00090 10.036 10.251 2.67 0.00050 Discharge to RP-1 Job #:86025.028 Cost of Improvements $154,894 Date:18-May-00 4.606 mgd avg 4.606 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Jurupa Ave 21" Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $154,894 Flows in Year 2005 Date:18-May-00 0 5 10 15 20 25 30 35 Poplar Sewers3108931090Elm Avenue31091Beech SewerJurupa Splitter31043310953107431075Hemlock Avenue3107731078Live Oak Ave355363553735538355393554035587355413554235543355443522635545355463554735548Marlay Ave3555035551355523555335554355553555635070Calabash Avenue3555835559Mulberry-Valley Sewer3408034081340823408334084340853408634087340883405234089Etiwanda SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Jurupa Ave 42" Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Jurupa Ave Southridge Village 12%0.249 mgd Cypress Ave 27"1.266 mgd 32202 1010.63 1030.60 338 33 1 1.515 18.918 3.60 0.31 32203 1009.01 17.22 0.013 0.00480 3.648 23.673 6.17 0.00050 Jurupa Ave 32203 1009.01 10028.40 352 33 1 1.515 18.918 3.60 0.31 32204 1007.32 9016.64 0.013 0.00480 3.648 23.673 6.17 0.00050 Jurupa Ave 32204 1007.32 1026.25 324 33 1 1.515 27.306 4.60 0.26 32205 1004.08 16.18 0.013 0.01000 3.648 34.169 8.90 0.00050 Jurupa Ave 32205 1004.08 1023.50 336 33 1 1.515 27.306 4.60 0.26 32206 1000.72 16.67 0.013 0.01000 3.648 34.169 8.90 0.00050 Jurupa Ave Oleander Avenue 32206 1000.72 1022.02 80 33 1 1.515 18.113 3.60 0.31 32207 1000.37 18.55 0.013 0.00440 3.648 22.665 5.91 0.00050 Jurupa Ave 32207 1000.37 1021.42 251 33 1 1.515 17.906 3.60 0.31 32208 999.29 18.30 0.013 0.00430 3.648 22.406 5.84 0.00050 Jurupa Ave 32208 999.29 1018.81 652 33 1 1.515 18.113 3.60 0.31 32209 996.42 16.77 0.013 0.00440 3.648 22.665 5.91 0.00050 Jurupa Ave 32209 996.42 1017.10 361 33 1 1.515 18.113 3.60 0.31 32210 994.83 17.93 0.013 0.00440 3.648 22.665 5.91 0.00050 Jurupa Ave 32210 994.83 1366.99 289 33 1 1.515 18.113 3.60 0.31 32211 993.56 369.41 0.013 0.00440 3.648 22.665 5.91 0.00050 Jurupa Ave 32211 993.56 1288.60 23 33 1 1.515 18.113 3.60 0.31 32150 993.46 292.29 0.013 0.00440 3.648 22.665 5.91 0.00050 Jurupa Ave Southridge Village 12.5%0.260 mgd Citrus Avenue 32150 993.46 1012.78 349 33 1 1.775 23.805 4.35 0.30 32212 990.81 16.57 0.013 0.00760 4.213 29.788 7.76 0.00050 Jurupa Ave 32212 990.81 1009.40 354 33 1 1.515 23.805 4.36 0.27 32213 988.12 15.84 0.013 0.00760 3.648 29.788 7.76 0.00050 Jurupa Ave 32213 988.12 1007.60 329 33 1 1.515 23.805 4.36 0.27 32214 985.62 16.73 0.013 0.00760 3.648 29.788 7.76 0.00050 Jurupa Ave 32214 985.62 1006.20 337 33 1 1.515 23.805 4.36 0.27 32215 983.06 17.83 0.013 0.00760 3.648 29.788 7.76 0.00050 Jurupa Ave Catawba Avenue 32215 983.06 1004.46 339 33 1 1.515 27.306 4.60 0.26 32216 979.67 18.65 0.013 0.01000 3.648 34.169 8.90 0.00050 Jurupa Ave 32216 979.67 1001.80 336 33 1 1.515 27.306 4.60 0.26 32217 976.31 19.38 0.013 0.01000 3.648 34.169 8.90 0.00050 Jurupa Ave 32217 976.31 998.89 331 33 1 1.515 27.306 4.60 0.26 32218 973.00 19.83 0.013 0.01000 3.648 34.169 8.90 0.00050 Jurupa Ave 32218 973.00 995.52 173 33 1 1.515 27.306 4.60 0.26 32219 971.27 19.77 0.013 0.01000 3.648 34.169 8.90 0.00050 Jurupa Ave 32219 970.52 992.60 36 42 1 1.515 52.205 5.21 0.17 31100 970.16 18.58 0.013 0.01010 3.648 65.327 10.51 0.00037 Jurupa Ave 31100 970.16 992.16 60 42 1 1.515 48.452 4.80 0.18 31101 969.64 18.50 0.013 0.00870 3.648 60.630 9.75 0.00037 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Jurupa Ave 42" Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Jurupa Ave Poplar Avenue 31101 969.64 992.16 66 42 1 1.515 48.173 4.80 0.18 31102 969.07 19.02 0.013 0.00860 3.648 60.281 9.70 0.00037 Jurupa Ave 31102 969.07 988.83 483 42 1 1.515 17.995 2.22 0.31 31103 968.49 16.26 0.013 0.00120 3.648 22.518 3.62 0.00037 Jurupa Ave 31103 968.49 986.33 475 42 1 1.515 17.995 2.22 0.31 31104 967.92 14.34 0.013 0.00120 3.648 22.518 3.62 0.00037 Jurupa Ave 31104 967.92 982.13 133 42 1 1.515 17.995 2.22 0.31 31105 967.76 10.71 0.013 0.00120 3.648 22.518 3.62 0.00037 Jurupa Ave Elm Avenue 31105 967.76 981.14 1150 42 1 1.515 17.995 2.22 0.31 31106 966.38 9.88 0.013 0.00120 3.648 22.518 3.62 0.00037 Jurupa Ave 31106 966.38 980.36 350 42 1 1.515 17.995 2.22 0.31 31107 965.96 10.48 0.013 0.00120 3.648 22.518 3.62 0.00037 Jurupa Ave 31107 965.96 978.58 400 42 1 1.515 17.995 2.22 0.31 31108 965.48 9.12 0.013 0.00120 3.648 22.518 3.62 0.00037 Jurupa Ave 31108 965.48 976.66 567 42 1 1.515 17.995 2.22 0.31 31109 964.80 7.68 0.013 0.00120 3.648 22.518 3.62 0.00037 Jurupa Ave 31109 964.80 974.26 400 42 1 1.515 21.418 2.44 0.29 31094 964.12 5.96 0.013 0.00170 3.648 26.801 4.31 0.00037 Jurupa Ave 31094 964.12 970.65 42 33 1 1.515 17.270 3.44 0.32 31097 963.95 3.78 0.013 0.00400 3.648 21.611 5.63 0.00050 Splitter Manhole Add Jurupa Ave 21" Sewer 2.333 mgd 3.848 mgd into manhole 100%Discharge to Jurupa Ave 42" Sewer MH 31097 0%Discharge to Jurupa Ave 21" Sewer MH 31093 Jurupa Ave Manhole Discharge 3.848 mgd 31097 963.95 970.00 97 24 1 3.848 14.774 7.61 0.54 31080 962.40 4.05 0.013 0.01600 8.522 18.488 9.11 0.00077 Jurupa Ave 31080 962.40 970.80 17 21 1 3.848 12.271 8.75 0.60 31081 962.01 6.65 0.013 0.02250 8.522 15.356 9.88 0.00092 Jurupa Ave 31081 962.01 970.60 153 21 1 3.848 12.271 8.75 0.60 31082 958.57 6.84 0.013 0.02250 8.522 15.356 9.88 0.00092 Jurupa Ave 31082 958.07 969.20 218 27 1 3.848 23.985 8.59 0.41 31083 953.17 8.88 0.013 0.02250 8.522 30.014 11.68 0.00066 Jurupa Ave 31083 953.17 968.20 628 27 1 3.848 10.845 4.91 0.64 31084 950.28 12.78 0.013 0.00460 8.522 13.571 5.28 0.00066 Jurupa Ave 31084 950.28 965.80 380 27 1 3.848 10.845 4.91 0.64 31085 948.53 13.27 0.013 0.00460 8.522 13.571 5.28 0.00066 Jurupa Ave Hemlock Avenue 31085 948.53 963.30 484 27 1 3.848 12.792 5.52 0.58 31086 945.43 12.52 0.013 0.00640 8.522 16.008 6.23 0.00066 Jurupa Ave 31086 945.43 954.20 500 27 1 3.848 12.792 5.52 0.58 31087 942.23 6.52 0.013 0.00640 8.522 16.008 6.23 0.00066 Jurupa Ave 31087 942.23 951.50 170 27 1 3.848 12.792 5.52 0.58 31088 941.14 7.02 0.013 0.00640 8.522 16.008 6.23 0.00066 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Jurupa Ave 42" Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Jurupa Ave 31088 941.14 951.40 287 27 1 3.848 15.910 6.31 0.52 35560 938.30 8.01 0.013 0.00990 8.522 19.909 7.75 0.00066 Jurupa Ave Live Oak Avenue 35560 938.05 950.70 262 30 1 3.848 10.799 3.97 0.64 35561 937.37 10.15 0.013 0.00260 8.522 13.513 4.26 0.00057 Jurupa Ave 35561 937.37 948.40 500 30 1 3.848 10.799 3.97 0.64 35562 936.07 8.53 0.013 0.00260 8.522 13.513 4.26 0.00057 Jurupa Ave 35562 936.07 947.80 500 30 1 3.848 10.799 3.97 0.64 35563 934.77 9.23 0.013 0.00260 8.522 13.513 4.26 0.00057 Jurupa Ave T1SR6W 26SW 0.119 mgd Redwood Avenue 35563 934.77 944.30 438 27 1 3.968 14.302 5.91 0.56 35564 931.27 7.28 0.013 0.00800 8.762 17.897 6.97 0.00066 Jurupa Ave 35564 931.27 942.20 507 27 1 3.968 14.302 5.91 0.56 35565 927.21 8.68 0.013 0.00800 8.762 17.897 6.97 0.00066 Jurupa Ave 35565 927.21 942.60 237 27 1 3.968 20.849 7.81 0.45 35566 923.18 13.14 0.013 0.01700 8.762 26.089 10.16 0.00066 Jurupa Ave Slover Avenue Sewer 0.623 mgd 35566 923.18 937.95 504 27 1 4.591 14.302 6.22 0.60 35567 919.15 12.52 0.013 0.00800 10.006 17.897 6.97 0.00066 Jurupa Ave 35567 919.15 933.30 453 27 1 4.591 11.859 5.47 0.67 35568 916.66 11.90 0.013 0.00550 10.006 14.839 5.78 0.00066 Jurupa Ave 35568 916.66 931.90 388 27 1 79,635$ 4.591 8.153 4.18 0.88 35569 915.65 12.99 0.013 0.00260 10.006 10.203 3.97 0.00066 Jurupa Ave Almond Avenue 35569 915.40 933.80 500 30 1 4.591 10.799 4.16 0.71 35570 914.10 15.90 0.013 0.00260 10.006 13.513 4.26 0.00057 Jurupa Ave 35570 914.10 927.30 500 30 1 4.591 10.799 4.16 0.71 35571 912.80 10.70 0.013 0.00260 10.006 13.513 4.26 0.00057 Jurupa Ave 35571 912.80 920.50 315 30 1 4.591 10.799 4.16 0.71 35572 911.98 5.20 0.013 0.00260 10.006 13.513 4.26 0.00057 Jurupa Ave T1SR6W 27SE 50%0.051 mgd Banana Avenue 35572 911.98 919.30 318 30 1 4.642 24.239 7.30 0.45 35573 907.81 4.82 0.013 0.01310 10.108 30.331 9.56 0.00057 Jurupa Ave 35573 906.81 919.60 962 42 1 4.642 14.693 2.65 0.59 35574 906.04 9.29 0.013 0.00080 10.108 18.386 2.96 0.00037 Jurupa Ave 35574 906.04 918.60 500 42 1 4.642 14.693 2.65 0.59 35575 905.64 9.06 0.013 0.00080 10.108 18.386 2.96 0.00037 Jurupa Ave 35575 905.64 917.50 150 42 1 4.642 14.693 2.65 0.59 35576 905.52 8.36 0.013 0.00080 10.108 18.386 2.96 0.00037 Jurupa Ave Calabash Avenue 35576 904.52 917.00 360 54 1 4.642 50.766 3.72 0.31 35577 903.62 7.98 0.013 0.00250 10.108 63.526 6.18 0.00026 Jurupa Ave 35577 903.62 914.50 444 54 1 4.642 50.766 3.72 0.31 35578 902.51 6.38 0.013 0.00250 10.108 63.526 6.18 0.00026 Jurupa Ave 35578 902.51 921.00 500 54 1 4.642 51.771 3.72 0.31 35579 901.21 13.99 0.013 0.00260 10.108 64.784 6.30 0.00026 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Jurupa Ave 42" Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Jurupa Ave 35579 901.21 917.40 108 54 1 4.642 50.766 3.72 0.31 35580 900.94 11.69 0.013 0.00250 10.108 63.526 6.18 0.00026 Jurupa Ave Mulberry Avenue 35580 900.94 916.30 96 54 1 4.642 50.766 3.72 0.31 34065 900.70 10.86 0.013 0.00250 10.108 63.526 6.18 0.00026 Jurupa Ave 34065 900.70 917.00 504 54 1 4.642 50.766 3.72 0.31 34066 899.44 11.80 0.013 0.00250 10.108 63.526 6.18 0.00026 Jurupa Ave 34066 899.44 917.00 496 54 1 4.642 50.766 3.72 0.31 34067 898.20 13.06 0.013 0.00250 10.108 63.526 6.18 0.00026 Jurupa Ave 34067 898.20 925.60 404 54 1 4.642 50.766 3.72 0.31 34068 897.19 22.90 0.013 0.00250 10.108 63.526 6.18 0.00026 Jurupa Ave 34068 897.19 923.50 500 54 1 4.642 50.766 3.72 0.31 34069 895.94 21.81 0.013 0.00250 10.108 63.526 6.18 0.00026 Jurupa Ave 34069 895.94 917.80 424 54 1 4.642 50.766 3.72 0.31 34070 894.88 17.36 0.013 0.00250 10.108 63.526 6.18 0.00026 Jurupa Ave 34070 894.88 916.70 844 36 1 4.642 17.219 4.01 0.54 34071 892.77 18.82 0.013 0.00250 10.108 21.546 4.72 0.00045 Jurupa Ave Fontana Gateway 30%0.197 mgd 34071 891.27 913.20 -84 54 1 4.840 50.766 3.70 0.32 34072 891.48 17.43 0.013 0.00250 10.498 63.526 6.18 0.00026 Jurupa Ave 34072 890.48 913.00 900 66 1 4.840 49.040 2.48 0.32 34073 889.76 17.02 0.013 0.00080 10.498 61.366 4.00 0.00024 Jurupa Ave 34073 889.76 906.70 362 66 1 4.840 49.040 2.48 0.32 34074 889.47 11.44 0.013 0.00080 10.498 61.366 4.00 0.00024 Jurupa Ave 34074 889.47 900.50 487 66 1 4.840 49.040 2.48 0.32 34075 889.08 5.53 0.013 0.00080 10.498 61.366 4.00 0.00024 Jurupa Ave 34075 889.08 902.30 375 66 1 4.840 49.040 2.48 0.32 34076 888.78 7.72 0.013 0.00080 10.498 61.366 4.00 0.00024 Jurupa Ave 34076 888.78 904.30 837 66 1 4.840 49.040 2.48 0.32 34077 888.11 10.02 0.013 0.00080 10.498 61.366 4.00 0.00024 Jurupa Ave 34077 887.61 905.30 1638 72 1 4.840 61.847 2.39 0.29 34078 886.30 11.69 0.013 0.00080 10.498 77.392 4.24 0.00024 Jurupa Ave Etiwanda Avenue 34078 886.05 905.30 75 1 4.840 24.381 1.18 0.46 RP-1 13.00 0.013 0.00010 10.498 30.509 1.54 0.00024 Discharge to RP-1 Job #:86025.028 Cost of Improvements $79,635 Date:18-May-00 4.840 mgd avg 10.498 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Jurupa Ave 42" Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $79,635 Flows in Year 2005 Date:18-May-00 0 10 20 30 40 50 60 70 80 90 Cyoress Sewer322033220432205Oleander Avenue3220732208322093221032211Citrus Avenue322123221332214Catawba Avenue3221632217322183221931100Poplar Avenue311023110331104Elm Avenue3110631107311083110931094Jurupa Splitter3108031081310823108331084Hemlock Avenue310863108731088Live Oak Avenue3556135562Redwood Avenue3556435565Slover Sewer3556735568Almond Avenue3557035571Banana Avenue355733557435575Calabash Avenue355773557835579Mulberry Avenue34065340663406734068340693407034071340723407334074340753407634077Etiwanda AvenueManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Lime Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Lime Ave T1SR6W 1NW 10%, Rancho Fontana 10%0.042 mgd Baseline Avenue 11169 1368.24 1376.80 190 8 1 0.042 0.858 2.70 0.28 11170 1364.65 7.89 0.013 0.01890 0.140 1.073 4.76 0.00334 Lime Ave 11170 1364.65 1370.80 328 8 1 0.042 0.858 2.70 0.28 11171 1358.45 5.48 0.013 0.01890 0.140 1.073 4.76 0.00334 Lime Ave 11171 1358.45 1364.60 328 8 1 0.042 0.837 2.57 0.29 11172 1352.55 5.48 0.013 0.01800 0.140 1.047 4.64 0.00334 Lime Ave 11172 1352.55 1358.40 323 8 1 0.042 1.000 3.00 0.26 11173 1344.25 5.18 0.013 0.02570 0.140 1.252 5.55 0.00334 Lime Ave 11173 1344.25 1352.30 309 8 1 0.042 0.794 2.45 0.30 11174 1339.25 7.38 0.013 0.01620 0.140 0.994 4.41 0.00334 Lime Ave 11174 1339.25 1346.40 331 8 1 0.042 0.839 2.57 0.29 11175 1333.25 6.48 0.013 0.01810 0.140 1.050 4.66 0.00334 Lime Ave 11175 1333.25 1340.20 331 8 1 0.042 0.880 2.70 0.28 11176 1326.67 6.28 0.013 0.01990 0.140 1.101 4.88 0.00334 Lime Ave 11176 1326.67 1334.00 307 8 1 0.042 0.932 2.84 0.27 11177 1319.83 6.66 0.013 0.02230 0.140 1.166 5.17 0.00334 Lime Ave 11177 1319.83 1327.93 201 8 1 0.042 0.782 2.45 0.30 11178 1316.68 7.43 0.013 0.01570 0.140 0.978 4.34 0.00334 Lime Ave T1SR6W 1NE 70%, 1NW 90% 0.108 mgd Miller Avenue 11178 1316.68 1324.86 398 8 1 0.150 0.837 3.85 0.51 11179 1309.51 7.51 0.013 0.01800 0.446 1.047 4.64 0.00334 Lime Ave 11179 1309.51 1317.61 400 8 1 0.150 0.773 3.58 0.54 11180 1303.36 7.43 0.013 0.01536 0.446 0.968 4.29 0.00334 Lime Ave 11180 1303.36 1311.32 401 8 1 0.150 0.752 3.50 0.55 11181 1297.53 7.29 0.013 0.01454 0.446 0.941 4.17 0.00334 Lime Ave 11181 1297.53 1305.64 381 8 1 0.150 0.764 3.58 0.54 11182 1291.82 7.44 0.013 0.01500 0.446 0.956 4.24 0.00334 Lime Ave 11182 1291.65 1297.34 389 10 1 0.150 1.385 3.50 0.39 11183 1285.81 4.86 0.013 0.01500 0.446 1.734 4.92 0.00248 Lime Ave 11183 1285.81 1294.74 263 10 1 0.150 1.385 3.50 0.39 11350 1281.86 8.10 0.013 0.01500 0.446 1.734 4.92 0.00248 Lime Ave T1SR6W 1SW50%, 1SE 50% 0.120 mgd 11350 1281.86 1289.70 126 10 1 0.270 1.385 4.10 0.52 11184 1279.97 7.01 0.013 0.01500 0.759 1.734 4.92 0.00248 Lime Ave 11184 1279.97 1288.38 199 10 1 0.270 2.530 6.18 0.38 11185 1270.00 7.58 0.013 0.05000 0.759 3.165 8.98 0.00248 Discharge to Foothill Blvd MH 11185 Job #:86025.028 Cost of Improvements $0 Date:18-May-00 Benefit Area Budget Cost 0.270 mgd avg 0.759 mgd pk City of Fontana Sewer Model Engineering Resources Lime Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $0 Flows in Year 2005 Date:18-May-00 0 1 1 2 2 3 3 4 Baseline Avenue1117011171111721117311174111751117611177Miller Avenue111791118011181111821118311350Foothill SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Locust Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Locust Avenue T1SR5W 4SW 20%, 4SE 50%0.117 mgd Foothill Blvd 18049 1288.95 1304.00 254 10 1 0.117 1.310 3.11 0.36 18050 1285.54 14.22 0.013 0.01340 0.355 1.639 4.65 0.00248 Locust Avenue 18050 1285.54 1300.40 294 10 1 0.117 1.310 3.11 0.36 18051 1281.60 14.03 0.013 0.01340 0.355 1.639 4.65 0.00248 Locust Avenue 18051 1281.60 1295.40 341 10 1 0.117 1.260 3.11 0.36 18052 1277.37 12.97 0.013 0.01240 0.355 1.576 4.47 0.00248 Locust Avenue 18052 1277.37 1229.80 167 10 1 0.117 1.260 3.11 0.36 18053 1275.30 -48.40 0.013 0.01240 0.355 1.576 4.47 0.00248 Locust Avenue 18053 1275.30 1288.40 279 10 1 0.117 1.260 3.11 0.36 18054 1271.84 12.27 0.013 0.01240 0.355 1.576 4.47 0.00248 Locust Avenue 18054 1271.84 1283.90 279 10 1 0.117 1.260 3.11 0.36 18055 1268.38 11.23 0.013 0.01240 0.355 1.576 4.47 0.00248 Locust Avenue 18055 1268.38 1279.60 279 10 1 0.117 1.260 3.11 0.36 18056 1264.92 10.39 0.013 0.01240 0.355 1.576 4.47 0.00248 Locust Avenue 18056 1264.92 1277.40 225 10 1 0.117 1.260 3.11 0.36 18057 1262.13 11.65 0.013 0.01240 0.355 1.576 4.47 0.00248 Locust Avenue 18057 1262.13 1270.90 217 10 1 0.117 1.260 3.11 0.36 18058 1259.44 7.94 0.013 0.01240 0.355 1.576 4.47 0.00248 Locust Avenue 18058 1259.44 1268.20 221 10 1 0.117 1.260 3.11 0.36 18059 1256.70 7.93 0.013 0.01240 0.355 1.576 4.47 0.00248 Locust Avenue T1SR5W 9NW 60%, 9NE 0.199 mgd Arrow Blvd 18059 1256.70 1265.90 245 10 1 0.316 1.186 3.82 0.62 18060 1254.00 8.37 0.013 0.01100 0.877 1.485 4.21 0.00248 Locust Avenue 18060 1254.00 1261.20 203 10 1 0.316 1.422 4.32 0.56 18061 1250.80 6.37 0.013 0.01580 0.877 1.779 5.05 0.00248 Locust Avenue 18061 1250.80 1258.30 297 10 1 0.316 1.376 4.23 0.57 18062 1246.40 6.67 0.013 0.01480 0.877 1.722 4.89 0.00248 Locust Avenue 18062 1246.40 1254.80 30 10 1 0.316 1.131 3.68 0.64 18063 1246.10 7.57 0.013 0.01000 0.877 1.416 4.02 0.00248 Locust Avenue 18063 1246.10 1254.60 536 10 1 0.316 1.357 4.23 0.57 18064 1238.38 7.67 0.013 0.01440 0.877 1.699 4.82 0.00248 Locust Avenue 18064 1238.38 1248.20 318 10 1 0.316 1.131 3.68 0.64 18065 1235.20 8.99 0.013 0.01000 0.877 1.416 4.02 0.00248 Locust Avenue 18065 1235.20 1247.22 120 10 1 0.316 1.131 3.68 0.64 18066 1234.00 11.19 0.013 0.01000 0.877 1.416 4.02 0.00248 Locust Avenue 18066 1234.00 1247.10 271 10 1 23,271$ 0.316 0.808 2.94 0.79 18067 1232.62 12.27 0.013 0.00510 0.877 1.011 2.87 0.00248 Locust Avenue 18067 1232.62 1240.00 330 10 1 0.316 1.408 4.32 0.56 18068 1227.50 6.55 0.013 0.01550 0.877 1.762 5.00 0.00248 Locust Avenue 18068 1227.50 1234.70 340 10 1 0.316 1.440 4.41 0.55 18069 1222.00 6.37 0.013 0.01620 0.877 1.802 5.11 0.00248 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Locust Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Locust Avenue 18069 1222.00 1229.70 120 10 1 0.316 1.567 4.62 0.53 18070 1219.70 6.87 0.013 0.01920 0.877 1.961 5.57 0.00248 Locust Avenue 18070 1219.70 1222.00 9 10 1 0.316 4.957 9.86 0.30 18044 1218.00 1.47 0.013 0.19200 0.877 6.203 17.60 0.00248 Locust Avenue Merrill Avenue 18044 1218.00 1225.50 334 10 1 0.316 1.390 4.23 0.57 23002 1214.00 6.67 0.013 0.01510 0.877 1.739 4.94 0.00248 Locust Avenue T1SR5W 9SW 50%, 9SE 0.172 mgd 23002 1214.00 1221.40 375 10 1 32,290$ 0.488 0.733 3.69 1.00 23003 1212.85 6.57 0.013 0.00420 1.302 0.917 2.60 0.00248 Granada Avenue Locust Avenue 23003 1212.85 1217.78 103 10 1 0.488 1.462 4.94 0.70 23004 1212.25 4.10 0.013 0.01670 1.302 1.829 5.19 0.00248 Granada Avenue 23004 1212.25 1217.25 271 10 1 23,306$ 0.488 0.715 3.69 1.00 23031 1211.18 4.17 0.013 0.00400 1.302 0.895 2.54 0.00248 Granada Avenue 23031 1211.18 1218.76 262 8 1 18,637$ 0.488 0.395 5.77 1.00 23032 1210.13 6.91 0.013 0.00400 1.302 0.494 2.19 0.00334 Granada Avenue 23032 1210.13 1218.69 263 8 1 18,638$ 0.488 0.395 5.77 1.00 23033 1209.08 7.89 0.013 0.00400 1.302 0.494 2.19 0.00334 Granada Avenue 23033 1209.08 1218.64 262 8 1 18,637$ 0.488 0.395 5.77 1.00 23034 1208.03 8.89 0.013 0.00400 1.302 0.494 2.19 0.00334 Granada Avenue 23034 1208.03 1215.70 262 8 1 18,600$ 0.488 0.526 5.77 1.00 23035 1206.17 7.00 0.013 0.00710 1.302 0.658 2.92 0.00334 Laurel Avenue Granada Avenue 23035 1206.17 1218.30 353 8 1 25,028$ 0.488 0.395 5.77 1.00 23036 1204.76 11.46 0.013 0.00400 1.302 0.494 2.19 0.00334 Laurel Avenue T1SR5W 16NE, 16NW 25% 0.128 mgd 23036 1204.76 1212.41 342 8 1 24,295$ 0.616 0.706 7.14 1.00 23037 1200.38 6.98 0.013 0.01280 1.610 0.883 3.92 0.00334 Laurel Avenue 23037 1200.38 1206.73 319 8 1 22,641$ 0.616 0.483 7.14 1.00 23038 1198.47 5.68 0.013 0.00600 1.610 0.605 2.68 0.00334 Athol Street Laurel Avenue 23038 1198.30 1201.50 266 10 1 22,834$ 0.616 0.609 4.57 1.00 23047 1197.53 2.37 0.013 0.00290 1.610 0.762 2.16 0.00248 Athol Street 23047 1197.53 1202.57 262 10 1 22,538$ 0.616 0.609 4.57 1.00 23043 1196.77 4.21 0.013 0.00290 1.610 0.762 2.16 0.00248 Athol Street 23043 1196.77 1203.35 262 10 1 22,538$ 0.616 0.609 4.57 1.00 23049 1196.01 5.75 0.013 0.00290 1.610 0.762 2.16 0.00248 Athol Street 23049 1196.01 1204.14 43 10 1 3,679$ 0.616 1.488 5.39 0.79 23051 1195.27 7.30 0.013 0.01730 1.610 1.862 5.28 0.00248 Amber Court 23051 1195.27 1204.91 180 10 1 15,480$ 0.616 0.715 4.57 1.00 23057 1194.55 8.81 0.013 0.00400 1.610 0.895 2.54 0.00248 Discharge to Alder Ave Sewer MH 23057 Job #:86025.028 Cost of Improvements $312,412 Date:18-May-00 0.616 mgd avg 1.610 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Locust Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $312,412 Flows in Year 2005 Date:18-May-00 0 1 2 3 4 5 6 7 Foothill Blvd180501805118052180531805418055180561805718058Arrow Blvd1806018061180621806318064180651806618067180681806918070Merrill Avenue23002Granada Avenue2300423031230322303323034Laurel Avenue2303623037Athol Street230472304323049Alder SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Mango Street Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Mango Ave Walnut Village 50%0.194 mgd 9024 1503.38 1515.00 244 8 1 0.194 0.967 4.53 0.54 9025 1497.52 10.95 0.013 0.02400 0.563 1.210 5.36 0.00334 Mango Ave 9025 1497.52 1508.55 349 8 1 0.194 1.025 4.74 0.52 9026 1488.11 10.36 0.013 0.02700 0.563 1.283 5.69 0.00334 Mango Ave 9026 1488.11 1501.05 126 8 1 0.194 0.954 4.53 0.54 9037 1485.16 12.27 0.013 0.02340 0.563 1.194 5.30 0.00334 Mango Ave 9037 1485.16 1501.05 145 8 1 0.194 0.967 4.53 0.54 9086 1481.67 15.22 0.013 0.02400 0.563 1.210 5.36 0.00334 Mango Ave 9086 1481.67 1494.79 207 8 1 0.194 0.967 4.53 0.54 9087 1476.70 12.45 0.013 0.02400 0.563 1.210 5.36 0.00334 Mango Ave 9087 1476.70 1489.92 313 8 1 0.194 0.837 4.07 0.59 9088 1471.07 12.55 0.013 0.01800 0.563 1.047 4.64 0.00334 Mango Ave 9088 1471.07 1482.08 330 8 1 0.194 0.837 4.07 0.59 9089 1465.13 10.34 0.013 0.01800 0.563 1.047 4.64 0.00334 Mango Ave 9089 1465.13 1476.14 350 8 1 0.194 0.837 4.07 0.59 9090 1458.83 10.34 0.013 0.01800 0.563 1.047 4.64 0.00334 Mango Ave 9090 1458.83 1469.62 200 8 1 0.194 0.934 4.42 0.55 9091 1454.36 10.12 0.013 0.02240 0.563 1.169 5.18 0.00334 Mango Ave 9091 1454.36 1465.46 132 8 1 0.194 0.882 4.24 0.57 9092 1451.71 10.43 0.013 0.02000 0.563 1.104 4.90 0.00334 Mango Ave 9092 1451.71 1463.67 447 8 1 0.194 0.882 4.24 0.57 9093 1442.77 11.29 0.013 0.02000 0.563 1.104 4.90 0.00334 Mango Ave 9093 1442.77 1454.18 110 8 1 0.194 0.958 4.53 0.54 9094 1440.17 10.74 0.013 0.02360 0.563 1.199 5.32 0.00334 Mango Ave T1SR5W 5NW 40%0.067 mgd 9094 1440.17 1451.92 270 8 1 0.261 0.958 4.83 0.64 9095 1433.80 11.08 0.013 0.02360 0.737 1.199 5.32 0.00334 Mango Ave 9095 1433.80 1445.21 170 8 1 0.261 0.855 4.51 0.68 9096 1430.60 10.74 0.013 0.01880 0.737 1.070 4.75 0.00334 Mango Ave 9096 1430.60 1442.02 571 8 1 0.261 0.855 4.51 0.68 9139 1419.86 10.75 0.013 0.01880 0.737 1.070 4.75 0.00334 Mango Ave 9139 1419.86 1431.35 241 8 1 0.261 0.882 4.59 0.67 9115 1415.03 10.82 0.013 0.02000 0.737 1.104 4.90 0.00334 Mango Ave 9115 1415.03 1426.83 228 8 1 0.261 0.882 4.59 0.67 9119 1410.47 11.13 0.013 0.02000 0.737 1.104 4.90 0.00334 Mango Ave 9119 1410.47 1420.90 279 8 1 19,809$ 0.261 0.624 3.60 0.85 9120 1407.68 9.76 0.013 0.01000 0.737 0.781 3.46 0.00334 Mango Ave 9120 1407.68 1417.17 140 8 1 9,940$ 0.261 0.683 3.85 0.79 9138 1406.00 8.82 0.013 0.01200 0.737 0.855 3.79 0.00334 Mango Ave Baseline Avenue 9138 1406.00 1416.96 177 8 1 12,567$ 0.261 0.624 3.60 0.85 12002 1404.23 10.29 0.013 0.01000 0.737 0.781 3.46 0.00334 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Mango Street Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Mango Ave 12002 1404.23 1411.64 300 8 1 0.261 0.950 4.83 0.64 12003 1397.26 6.74 0.013 0.02320 0.737 1.189 5.27 0.00334 Mango Ave 12003 1397.26 1404.80 304 8 1 0.261 0.837 4.44 0.69 12004 1391.78 6.87 0.013 0.01800 0.737 1.047 4.64 0.00334 Mango Ave 12004 1391.78 1398.79 334 8 1 23,714$ 0.261 0.648 3.72 0.82 12005 1388.17 6.34 0.013 0.01080 0.737 0.811 3.60 0.00334 Mango Ave 12005 1388.17 1398.79 375 8 1 0.261 0.846 4.44 0.69 12006 1381.26 9.95 0.013 0.01840 0.737 1.059 4.70 0.00334 Mango Ave 12006 1381.26 1257.49 103 8 1 0.261 0.846 4.44 0.69 12007 1375.92 -124.44 0.013 0.01840 0.737 1.059 4.70 0.00334 Mango Ave T1SR5W 5SW 25%0.046 mgd 12007 1375.92 1382.78 271 8 1 19,241$ 0.307 0.846 4.70 0.75 12008 1370.93 6.19 0.013 0.01840 0.853 1.059 4.70 0.00334 Mango Ave 12008 1370.93 1252.31 569 8 1 40,396$ 0.307 0.828 4.64 0.76 12009 1360.92 -119.29 0.013 0.01760 0.853 1.036 4.59 0.00334 Mango Ave Miller Avenue 12009 1360.92 1367.80 418 8 1 29,668$ 0.307 0.738 4.26 0.83 12010 1355.07 6.21 0.013 0.01400 0.853 0.924 4.10 0.00334 Mango Ave 12010 1355.07 1360.60 406 8 1 0.307 0.930 4.98 0.71 12011 1346.05 4.86 0.013 0.02220 0.853 1.163 5.16 0.00334 Mango Ave 12011 1346.05 1352.60 340 8 1 24,140$ 0.307 0.698 4.06 0.88 12012 1341.80 5.88 0.013 0.01250 0.853 0.873 3.87 0.00334 Mango Ave 12012 1341.80 1346.80 332 8 1 0.307 0.971 5.14 0.69 12013 1333.76 4.33 0.013 0.02420 0.853 1.215 5.39 0.00334 Mango Ave 12013 1333.76 1345.50 328 8 1 23,266$ 0.307 0.830 4.64 0.76 12014 1327.96 11.07 0.013 0.01770 0.853 1.039 4.61 0.00334 Mango Ave 12014 1327.96 1334.50 569 8 1 0.307 0.904 4.91 0.72 12015 1316.01 5.87 0.013 0.02100 0.853 1.131 5.02 0.00334 Mango Ave 12015 1316.01 1325.75 332 8 1 23,603$ 0.307 0.537 3.78 1.00 12016 1313.55 9.07 0.013 0.00740 0.853 0.672 2.98 0.00334 Mango Ave Foothill Blvd 12016 1313.55 1320.50 393 8 1 27,907$ 0.307 0.749 4.31 0.82 17300 1307.89 6.28 0.013 0.01440 0.853 0.937 4.15 0.00334 Mango Ave 17300 1307.89 1314.00 393 8 1 27,905$ 0.307 0.818 4.57 0.77 17301 1301.13 5.44 0.013 0.01720 0.853 1.024 4.54 0.00334 Mango Ave 17301 1301.13 1307.00 372 8 1 26,444$ 0.307 0.821 4.57 0.77 17302 1294.69 5.20 0.013 0.01730 0.853 1.027 4.55 0.00334 Mango Ave T1SR5W 8NW 60%0.116 mgd 17302 1294.52 1300.80 416 10 1 0.422 1.426 4.71 0.65 17303 1287.91 5.45 0.013 0.01590 1.141 1.785 5.07 0.00248 Mango Ave 17303 1287.91 1293.90 718 10 1 0.422 1.426 4.71 0.65 17254 1276.49 5.16 0.013 0.01590 1.141 1.785 5.07 0.00248 Mango Ave 17254 1276.32 1287.50 332 12 1 33,546$ 0.422 0.973 2.51 0.84 17304 1275.39 10.18 0.013 0.00280 1.141 1.218 2.40 0.00194 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Mango Street Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Mango Ave 17304 1275.39 1217.40 306 12 1 0.422 2.327 4.61 0.49 17305 1270.50 -58.99 0.013 0.01600 1.141 2.912 5.74 0.00194 Mango Ave Arrow Blvd 17305 1270.50 1277.50 340 12 1 0.422 2.073 4.27 0.52 17306 1266.18 6.00 0.013 0.01270 1.141 2.594 5.11 0.00194 Mango Ave 17306 1266.18 1272.00 330 12 1 0.422 2.268 4.49 0.50 17307 1261.16 4.82 0.013 0.01520 1.141 2.838 5.59 0.00194 Mango Ave 17307 1261.16 1267.50 326 12 1 0.422 2.283 4.49 0.50 17308 1256.14 5.34 0.013 0.01540 1.141 2.857 5.63 0.00194 Mango Ave 17308 1256.14 1262.00 875 12 1 0.422 2.283 4.49 0.50 17309 1242.66 4.86 0.013 0.01540 1.141 2.857 5.63 0.00194 Mango Ave 17309 1242.66 1257.00 475 12 1 47,975$ 0.422 0.823 2.25 1.00 17310 1241.71 13.34 0.013 0.00200 1.141 1.029 2.03 0.00194 Mango Ave 17310 1241.71 1253.20 339 12 1 34,268$ 0.422 0.973 2.51 0.84 17311 1240.76 10.49 0.013 0.00280 1.141 1.218 2.40 0.00194 Mango Ave 17311 1240.76 1246.50 339 12 1 0.422 2.420 4.74 0.48 17312 1234.90 4.74 0.013 0.01730 1.141 3.028 5.97 0.00194 Mango Ave 17312 1234.90 1241.20 327 12 1 0.422 2.413 4.74 0.48 17313 1229.28 5.30 0.013 0.01720 1.141 3.019 5.95 0.00194 Mango Ave T1SR5W 8SW 60%0.110 mgd Palmetto Ave Sewer 0.565 mgd 17313 1229.03 1235.50 501 15 1 1.097 4.717 6.22 0.54 22275 1219.00 5.22 0.013 0.02000 2.720 5.902 7.44 0.00144 Mango Ave 22275 1219.00 1230.00 21 15 1 1.097 4.717 6.22 0.54 22276 1218.58 9.75 0.013 0.02000 2.720 5.902 7.44 0.00144 Mango Ave 22276 1218.58 1224.50 361 15 1 1.097 4.323 5.95 0.56 22277 1212.52 4.67 0.013 0.01680 2.720 5.410 6.82 0.00144 Mango Ave 22277 1212.52 1218.50 361 15 1 1.097 4.936 6.52 0.52 22278 1204.61 4.73 0.013 0.02190 2.720 6.176 7.79 0.00144 Mango Ave 22278 1204.61 1209.30 361 15 1 1.097 4.947 6.52 0.52 22279 1196.67 3.44 0.013 0.02200 2.720 6.190 7.81 0.00144 Mango Ave 22279 1196.67 1204.50 419 15 1 1.097 3.164 4.73 0.68 22280 1192.90 6.58 0.013 0.00900 2.720 3.959 4.99 0.00144 Mango Ave 22280 1192.90 1198.70 406 15 1 1.097 4.729 6.22 0.54 22307 1184.73 4.55 0.013 0.02010 2.720 5.917 7.46 0.00144 Mango Ave 22307 1184.48 1192.00 567 18 1 81,600$ 1.097 2.101 2.38 1.00 22257 1183.63 6.02 0.013 0.00150 2.720 2.628 2.30 0.00113 Randall Ave T1SR5W 17NW 70%0.119 mgd Mango Avenue 22257 1183.63 1192.50 340 18 1 48,960$ 1.216 2.101 2.62 1.00 22258 1183.12 7.37 0.013 0.00150 2.988 2.628 2.30 0.00113 Randall Ave 22258 1183.12 1195.00 303 18 1 43,636$ 1.216 2.203 2.62 1.00 22259 1182.62 10.38 0.013 0.00165 2.988 2.757 2.41 0.00113 Randall Ave 22259 1182.62 1224.50 340 18 1 48,960$ 1.216 2.101 2.62 1.00 22230 1182.11 40.38 0.013 0.00150 2.988 2.628 2.30 0.00113 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Mango Street Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Randall Ave 22230 1182.11 1194.50 323 18 1 1.216 3.209 3.45 0.71 22203 1180.98 10.89 0.013 0.00350 2.988 4.015 3.52 0.00113 Randall Ave 22203 1180.98 1193.30 323 18 1 1.216 3.209 3.45 0.71 22204 1179.85 10.82 0.013 0.00350 2.988 4.015 3.52 0.00113 Randall Ave 22204 1179.85 1192.60 320 18 1 1.216 3.209 3.45 0.71 22205 1178.73 11.25 0.013 0.00350 2.988 4.015 3.52 0.00113 Randall Ave 22205 1178.73 1192.00 340 18 1 1.216 3.209 3.45 0.71 22179 1184.83 11.77 0.013 0.00350 2.988 4.015 3.52 0.00113 Discharge to Cypress-Juniper Avenue Sewer MH 22179 Job #:86025.028 Cost of Improvements $647,544 Date:18-May-00 1.216 mgd avg 2.988 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Mango Street Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $647,544 Flows in Year 2005 Date:18-May-00 0 1 2 3 4 5 6 7 9024902590269037908690879088908990909091909290939094909590969139911591199120913812002120031200412005120061200712008Miller120101201112012120131201412015Foothill Blvd173001730117302173031725417304Arrow Blvd17306173071730817309173101731117312Palmetto22275222762227722278222792228022307Randall Ave222582225922230222032220422205ManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Mulberry - Valley Blvd Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Valley Blvd T1SR6W 24NW 50%, 24SW 30%0.158 mgd Beech Avenue 25040 1065.35 1074.40 396 10 1 0.158 0.986 2.79 0.48 25039 1062.34 8.22 0.013 0.00760 0.466 1.234 3.50 0.00248 Valley Blvd 25039 1062.34 1071.30 428 10 1 36,819$ 0.158 0.640 2.03 0.62 25038 1060.97 8.13 0.013 0.00320 0.466 0.801 2.27 0.00248 Valley Blvd 25038 1060.97 1070.00 317 10 1 27,233$ 0.158 0.554 1.86 0.67 25037 1060.21 8.20 0.013 0.00240 0.466 0.693 1.97 0.00248 Valley Blvd 25037 1060.21 1069.70 363 10 1 0.158 0.715 2.20 0.58 25036 1058.76 8.66 0.013 0.00400 0.466 0.895 2.54 0.00248 Valley Blvd 25036 1058.76 1067.80 336 10 1 0.158 1.165 3.12 0.44 25035 1055.20 8.21 0.013 0.01060 0.466 1.457 4.14 0.00248 Valley Blvd 25035 1055.20 1064.20 305 10 1 0.158 1.176 3.12 0.44 25034 1051.91 8.17 0.013 0.01080 0.466 1.471 4.17 0.00248 Valley Blvd 25034 1051.91 1060.90 346 10 1 0.158 0.960 2.71 0.49 25033 1049.42 8.16 0.013 0.00720 0.466 1.201 3.41 0.00248 Valley Blvd 25033 1049.42 1058.30 368 10 1 0.158 0.847 2.51 0.52 25032 1047.36 8.05 0.013 0.00560 0.466 1.059 3.01 0.00248 Valley Blvd 25032 1047.36 1056.30 340 10 1 0.158 0.960 2.71 0.49 25031 1044.91 8.11 0.013 0.00720 0.466 1.201 3.41 0.00248 Valley Blvd T1SR6W 23NE 23SE 30%0.232 mgd Live Oak Avenue 25031 1044.91 1053.90 336 10 1 28,935$ 0.390 1.108 3.85 0.73 25030 1041.68 8.16 0.013 0.00960 1.061 1.387 3.94 0.00248 Valley Blvd 25030 1041.68 1050.70 350 10 1 30,100$ 0.390 0.679 3.01 1.00 25029 1040.42 8.19 0.013 0.00360 1.061 0.849 2.41 0.00248 Valley Blvd 25029 1040.42 1049.60 397 10 1 34,161$ 0.390 0.679 3.01 1.00 25028 1038.99 8.35 0.013 0.00360 1.061 0.849 2.41 0.00248 Valley Blvd 25028 1038.99 1049.50 353 10 1 30,339$ 0.390 0.679 3.01 1.00 25027 1037.72 9.68 0.013 0.00360 1.061 0.849 2.41 0.00248 Valley Blvd 25027 1037.72 1047.80 345 10 1 29,655$ 0.390 0.862 3.20 0.89 25026 1035.72 9.25 0.013 0.00580 1.061 1.078 3.06 0.00248 Valley Blvd 25026 1035.72 1044.70 196 10 1 16,823$ 0.390 0.697 3.01 1.00 25025 1034.98 8.15 0.013 0.00380 1.061 0.873 2.48 0.00248 Valley Blvd T1SR6W 23NW, 23SW 30%0.260 mgd Cherry Avenue Sewer 0.000 mgd 25025 1034.31 1043.80 372 18 1 0.650 4.665 3.83 0.41 25024 1031.56 7.99 0.013 0.00740 1.688 5.838 5.11 0.00113 Valley Blvd 25024 1031.56 1041.10 334 18 1 0.650 5.841 4.39 0.37 25023 1027.69 8.04 0.013 0.01160 1.688 7.310 6.40 0.00113 Valley Blvd 25023 1027.69 1039.20 350 18 1 0.650 3.515 3.03 0.49 25022 1026.22 10.01 0.013 0.00420 1.688 4.398 3.85 0.00113 Valley Blvd 25022 1026.22 1037.60 359 18 1 0.650 3.068 2.81 0.52 25021 1025.07 9.88 0.013 0.00320 1.688 3.839 3.36 0.00113 Valley Blvd 25021 1025.07 1036.40 357 18 1 0.650 2.971 2.74 0.53 25020 1024.00 9.83 0.013 0.00300 1.688 3.717 3.26 0.00113 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Mulberry - Valley Blvd Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Valley Blvd 25020 1024.00 1035.40 393 18 1 0.650 2.029 2.08 0.67 25019 1023.45 9.90 0.013 0.00140 1.688 2.539 2.22 0.00113 Valley Blvd 25019 1023.45 1035.00 346 18 1 0.650 3.758 3.20 0.47 25018 1021.79 10.05 0.013 0.00480 1.688 4.702 4.12 0.00113 Valley Blvd 25018 1021.79 1033.30 336 18 1 0.650 5.202 4.09 0.39 25017 1018.70 10.01 0.013 0.00920 1.688 6.510 5.70 0.00113 Valley Blvd 25017 1018.70 1030.10 348 18 1 0.650 3.598 3.12 0.48 25016 1017.17 9.90 0.013 0.00440 1.688 4.502 3.94 0.00113 Valley Blvd T1SR6W 22NE 22NW 50% ,Southwest Industrial Park10%0.391 mgd 25016 1017.17 1028.70 400 18 1 57,600$ 1.041 2.029 2.27 1.00 25015 1016.61 10.03 0.013 0.00140 2.592 2.539 2.22 0.00113 Valley Blvd 25015 1016.61 1029.40 393 18 1 56,571$ 1.041 2.029 2.27 1.00 25014 1016.06 11.29 0.013 0.00140 2.592 2.539 2.22 0.00113 Valley Blvd 25014 1016.06 1029.90 400 18 1 57,600$ 1.041 2.029 2.27 1.00 25013 1015.50 12.34 0.013 0.00140 2.592 2.539 2.22 0.00113 Calabash Ave T1SR6W 21NE 22NW 50%0.198 mgd Valley Blvd 25013 1015.50 1030.30 346 18 1 49,835$ 1.238 5.477 4.94 0.53 25012 1011.97 13.30 0.013 0.01020 3.037 6.854 6.00 0.00113 Calabash Ave 25012 1011.97 1023.50 331 18 1 1.238 7.154 6.09 0.45 25011 1006.21 10.03 0.013 0.01740 3.037 8.952 7.84 0.00113 Calabash Ave 25011 1006.21 1019.00 425 18 1 61,132$ 1.238 5.584 5.06 0.52 25010 1001.71 11.29 0.013 0.01060 3.037 6.987 6.12 0.00113 Calabash Ave 25010 1001.71 1013.00 386 18 1 1.238 6.231 5.46 0.49 25009 996.61 9.79 0.013 0.01320 3.037 7.797 6.83 0.00113 Calabash Ave 25009 996.61 1007.90 966 18 1 139,091$ 1.238 3.598 3.74 0.67 25008 992.36 9.79 0.013 0.00440 3.037 4.502 3.94 0.00113 Calabash Ave 25008 992.36 1005.20 385 18 1 1.238 5.941 5.31 0.50 25007 987.74 11.34 0.013 0.01200 3.037 7.434 6.51 0.00113 Calabash Ave 25007 987.74 995.10 378 18 1 1.238 6.136 5.46 0.49 25006 982.90 5.86 0.013 0.01280 3.037 7.678 6.73 0.00113 Slover Ave TISR6W 21SW 21SE 22SE 22SW 0.284 mgd Calabash Avenue 25006 982.90 990.40 432 18 1 62,182$ 1.522 2.544 3.21 1.00 25005 981.95 6.00 0.013 0.00220 3.665 3.183 2.79 0.00113 Slover Ave 25005 981.95 991.50 436 18 1 62,836$ 1.522 2.544 3.21 1.00 25004 980.99 8.05 0.013 0.00220 3.665 3.183 2.79 0.00113 Slover Ave 25004 980.99 990.90 37 18 1 1.522 8.044 6.95 0.47 25003 980.17 8.41 0.013 0.02200 3.665 10.066 8.82 0.00113 Slover Ave 25003 980.17 990.20 321 18 1 46,286$ 1.522 4.059 4.29 0.70 25002 978.37 8.53 0.013 0.00560 3.665 5.079 4.45 0.00113 Slover Ave 25002 978.37 989.80 231 18 1 33,329$ 1.522 6.039 5.69 0.55 30001 975.50 9.93 0.013 0.01240 3.665 7.557 6.62 0.00113 Mulberry Ave Slover Avenue 30001 975.50 990.28 309 18 1 44,521$ 1.522 5.662 5.45 0.57 30002 972.13 13.28 0.013 0.01090 3.665 7.086 6.21 0.00113 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Mulberry - Valley Blvd Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Mulberry Ave 30002 972.13 987.00 411 18 1 1.522 6.394 5.82 0.54 30003 966.42 13.37 0.013 0.01390 3.665 8.001 7.01 0.00113 Mulberry Ave 30003 966.42 981.68 411 18 1 1.522 6.160 5.69 0.55 30004 961.12 13.76 0.013 0.01290 3.665 7.708 6.75 0.00113 Mulberry Ave 30004 961.12 976.57 415 18 1 1.522 5.557 5.34 0.58 30005 956.76 13.95 0.013 0.01050 3.665 6.954 6.09 0.00113 Mulberry Ave 30005 956.76 972.09 415 18 1 1.522 5.557 5.34 0.58 30006 952.40 13.83 0.013 0.01050 3.665 6.954 6.09 0.00113 Mulberry Ave 30006 952.40 967.33 413 18 1 1.522 5.816 5.45 0.57 30007 947.65 13.43 0.013 0.01150 3.665 7.278 6.37 0.00113 Mulberry Ave 30007 947.65 962.35 929 18 1 1.522 5.424 5.23 0.59 30008 938.36 13.20 0.013 0.01000 3.665 6.787 5.94 0.00113 Mulberry Ave T1SR6W 27NE 40%, 27NW, Fontana Gateway 15%0.234 mgd Santa Ana Avenue 30008 938.36 958.08 500 18 1 72,000$ 1.756 3.835 4.31 0.79 30009 930.74 18.22 0.013 0.00500 4.174 4.799 4.20 0.00113 Mulberry Ave 30009 930.74 953.12 386 18 1 55,584$ 1.756 3.835 4.31 0.79 30010 928.81 20.88 0.013 0.00500 4.174 4.799 4.20 0.00113 Mulberry Ave 30010 928.81 947.28 386 18 1 55,584$ 1.756 3.835 4.31 0.79 30011 926.88 16.97 0.013 0.00500 4.174 4.799 4.20 0.00113 Mulberry Ave 30011 926.88 942.00 500 18 1 72,000$ 1.756 3.835 4.31 0.79 30012 921.42 13.62 0.013 0.00500 4.174 4.799 4.20 0.00113 Mulberry Ave Fontana Gateway 10%0.066 mgd 30012 921.42 938.58 876 18 1 1.822 5.059 5.22 0.68 30013 913.80 15.66 0.013 0.00870 4.316 6.330 5.54 0.00113 Mulberry Ave 30013 913.80 932.14 408 18 1 1.822 5.059 5.22 0.68 30014 910.25 16.84 0.013 0.00870 4.316 6.330 5.54 0.00113 Mulberry Ave 30014 910.25 926.70 90 18 1 1.822 5.030 5.22 0.68 30015 909.48 14.95 0.013 0.00860 4.316 6.294 5.51 0.00113 Mulberry Ave 30015 907.48 921.10 234 42 1 1.822 24.254 2.75 0.30 30017 906.97 10.12 0.013 0.00218 4.316 30.350 4.88 0.00037 Mulberry Ave 30017 906.97 918.20 22 30 1 1.822 65.377 13.17 0.16 30016 904.91 8.73 0.013 0.09530 4.316 81.809 25.80 0.00057 Mulberry Ave T1SR6W 27SW 0.103 mgd Jurupa Avenue 30016 904.91 916.80 339 15 1 41,713$ 1.925 3.199 5.72 1.00 35600 901.79 10.64 0.013 0.00920 4.537 4.003 5.05 0.00144 Mulberry Ave 35600 901.79 914.90 415 15 1 50,989$ 1.925 3.498 5.72 1.00 35601 897.23 11.86 0.013 0.01100 4.537 4.377 5.52 0.00144 Mulberry Ave 35601 897.23 909.60 408 15 1 50,166$ 1.925 3.946 6.45 0.83 35602 891.52 11.12 0.013 0.01400 4.537 4.938 6.23 0.00144 Mulberry Ave 35602 891.52 903.90 421 15 1 51,797$ 1.925 3.164 5.72 1.00 35603 887.73 11.13 0.013 0.00900 4.537 3.959 4.99 0.00144 Mulberry Ave 35603 887.73 900.50 424 15 1 52,187$ 1.925 2.790 5.72 1.00 35604 884.76 11.52 0.013 0.00700 4.537 3.492 4.40 0.00144 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Mulberry - Valley Blvd Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Mulberry Ave 35604 884.76 899.40 412 15 1 50,619$ 1.925 3.803 6.25 0.86 35605 879.41 13.39 0.013 0.01300 4.537 4.759 6.00 0.00144 Mulberry Ave 35605 879.41 894.20 133 15 1 16,369$ 1.925 3.421 5.72 1.00 35606 878.01 13.54 0.013 0.01052 4.537 4.281 5.40 0.00144 Mulberry Ave 35606 877.51 889.30 22 21 1 1.925 13.567 7.81 0.40 35607 876.90 10.04 0.013 0.02750 4.537 16.977 10.92 0.00092 Mulberry Ave 35607 876.90 887.15 59 15 1 1.925 5.124 7.77 0.69 35608 875.50 9.00 0.013 0.02360 4.537 6.412 8.09 0.00144 Mulberry Ave 35608 875.50 1015.10 7 15 1 1.925 5.777 8.46 0.64 35534 875.30 138.35 0.013 0.03000 4.537 7.229 9.12 0.00144 Discharge to Jurupa Avenue 21" Sewer MH 35534 Job #:86025.028 Cost of Improvements $1,474,058 Date:18-May-00 1.925 mgd avg 4.537 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Mulberry - Valley Blvd Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $1,474,058 Flows in Year 2005 Date:18-May-00 0 10 20 30 40 50 60 70 80 90 Beech Avenue2503925038250372503625035250342503325032Live Oak Avenue2503025029250282502725026Cherry Sewer2502425023250222502125020250192501825017250162501525014Valley Blvd250122501125010250092500825007Calabash Avenue25005250042500325002Slover Avenue300023000330004300053000630007Santa Ana Avenue3000930010300113001230013300143001530017Jurupa Avenue3560035601356023560335604356053560635607Jurupa SewerManholes - Valley Blvd/Mulberry AvenueFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Oleander Drive Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Oleander Avenue T1NR5W 31NW 20%0.029 mgd 9185 1490.85 1498.55 149 8 1 0.029 0.930 2.71 0.22 9186 1487.54 7.03 0.013 0.02220 0.100 1.163 5.16 0.00334 Oleander Avenue 9186 1487.54 1495.39 441 8 1 0.029 0.950 2.71 0.22 9187 1477.31 7.18 0.013 0.02320 0.100 1.189 5.27 0.00334 Oleander Avenue 9187 1477.31 1485.16 400 8 1 0.029 0.971 2.71 0.22 9188 1467.62 7.18 0.013 0.02420 0.100 1.215 5.39 0.00334 Oleander Avenue 9188 1467.62 1475.47 400 8 1 0.029 0.975 2.71 0.22 9189 1457.85 7.18 0.013 0.02440 0.100 1.220 5.41 0.00334 Oleander Avenue 9189 1457.85 1466.01 398 8 1 0.029 1.057 2.89 0.21 9190 1446.44 7.49 0.013 0.02870 0.100 1.323 5.86 0.00334 Oleander Avenue Walnut Street 0.095 mgd 9190 1446.44 1457.05 357 8 1 0.124 0.743 3.32 0.50 9191 1441.37 9.94 0.013 0.01420 0.375 0.930 4.13 0.00334 Oleander Avenue 9191 1441.37 1449.28 351 8 1 0.124 0.902 3.81 0.45 9192 1434.03 7.24 0.013 0.02090 0.375 1.129 5.00 0.00334 Oleander Avenue 9192 1434.03 1442.21 351 8 1 0.124 0.902 3.81 0.45 9193 1426.70 7.51 0.013 0.02090 0.375 1.129 5.00 0.00334 Oleander Avenue 9193 1426.70 1434.72 351 8 1 0.124 0.902 3.81 0.45 9194 1419.37 7.35 0.013 0.02090 0.375 1.129 5.00 0.00334 Oleander Avenue 9194 1419.37 1427.41 351 8 1 0.124 0.902 3.81 0.45 9195 1412.03 7.37 0.013 0.02090 0.375 1.129 5.00 0.00334 Oleander Avenue 9195 1412.03 1419.78 351 8 1 0.124 0.902 3.81 0.45 9196 1404.70 7.08 0.013 0.02090 0.375 1.129 5.00 0.00334 Oleander Avenue 9196 1404.70 1412.72 352 8 1 0.124 0.811 3.50 0.48 9197 1398.75 7.35 0.013 0.01690 0.375 1.015 4.50 0.00334 Oleander Avenue 9197 1398.75 1406.71 193 8 1 0.124 0.987 4.04 0.43 9198 1393.92 7.29 0.013 0.02500 0.375 1.234 5.47 0.00334 Oleander Avenue T1NR5W 31SW 50%0.057 mgd Baseline Avenue 9198 1393.92 1403.08 456 8 1 0.181 0.540 2.96 0.74 12253 1390.50 8.49 0.013 0.00750 0.529 0.676 3.00 0.00334 Oleander Avenue 12253 1390.50 1385.25 227 8 1 0.181 0.948 4.35 0.53 12254 1385.25 -5.92 0.013 0.02310 0.529 1.187 5.26 0.00334 Oleander Avenue 12254 1385.25 1390.77 323 8 1 0.181 0.906 4.25 0.54 12255 1378.44 4.85 0.013 0.02110 0.529 1.134 5.03 0.00334 Oleander Avenue 12255 1378.44 1384.00 328 8 1 0.181 0.925 4.35 0.53 12256 1371.23 4.89 0.013 0.02200 0.529 1.158 5.13 0.00334 Oleander Avenue 12256 1371.23 1380.50 352 8 1 0.181 0.860 4.06 0.56 12257 1364.54 8.60 0.013 0.01900 0.529 1.076 4.77 0.00334 Oleander Avenue 12257 1364.54 1370.62 350 8 1 0.181 0.860 4.06 0.56 12258 1357.89 5.41 0.013 0.01900 0.529 1.076 4.77 0.00334 Oleander Avenue 12258 1357.89 1364.25 466 8 1 0.181 0.660 3.41 0.65 12259 1352.67 5.69 0.013 0.01120 0.529 0.826 3.66 0.00334 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Oleander Drive Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Oleander Avenue 12259 1352.67 1359.41 265 8 1 0.181 0.860 4.06 0.56 12260 1347.63 6.07 0.013 0.01900 0.529 1.076 4.77 0.00334 Oleander Avenue 12260 1347.63 1355.02 244 8 1 0.181 0.961 4.46 0.52 12261 1341.85 6.72 0.013 0.02370 0.529 1.202 5.33 0.00334 Oleander Avenue T1SR5W 6NW 55%0.091 mgd Miller Avenue 12261 1341.85 1350.28 494 8 1 35,082$ 0.272 0.630 3.68 0.87 12262 1336.81 7.76 0.013 0.01020 0.766 0.789 3.50 0.00334 Oleander Avenue 12262 1336.81 1341.50 448 8 1 31,808$ 0.272 0.312 3.39 1.00 12263 1335.69 4.02 0.013 0.00250 0.766 0.390 1.73 0.00334 Oleander Avenue 12263 1335.69 1341.50 363 8 1 0.272 0.806 4.41 0.72 12264 1329.63 5.14 0.013 0.01670 0.766 1.009 4.47 0.00334 Oleander Avenue 12264 1329.63 1334.50 439 8 1 0.272 0.801 4.41 0.72 12265 1322.39 4.20 0.013 0.01650 0.766 1.003 4.45 0.00334 Oleander Avenue 12265 1322.39 1328.00 326 8 1 0.272 0.821 4.41 0.72 12266 1316.75 4.94 0.013 0.01730 0.766 1.027 4.55 0.00334 Oleander Avenue 12266 1316.75 1342.10 332 8 1 0.272 0.895 4.68 0.68 12267 1309.92 24.68 0.013 0.02060 0.766 1.121 4.97 0.00334 Oleander Avenue 12267 1309.92 1316.00 332 8 1 0.272 0.823 4.47 0.71 12268 1304.14 5.41 0.013 0.01740 0.766 1.030 4.57 0.00334 Oleander Avenue 12268 1304.14 1310.00 332 8 1 0.272 0.823 4.47 0.71 12269 1298.36 5.19 0.013 0.01740 0.766 1.030 4.57 0.00334 Oleander Avenue T1SR5W 6SW 50%0.047 mgd Foothill Blvd 12269 1298.36 1304.00 239 8 1 16,948$ 0.319 0.851 4.74 0.77 17092 1293.92 4.97 0.013 0.01860 0.884 1.065 4.72 0.00334 Oleander Avenue 17092 1293.92 1300.30 157 8 1 11,146$ 0.319 0.851 4.74 0.77 17020 1291.00 5.71 0.013 0.01860 0.884 1.065 4.72 0.00334 Oleander Avenue 17020 1291.00 1298.00 398 8 1 28,260$ 0.319 0.769 4.42 0.83 17021 1284.95 6.33 0.013 0.01520 0.884 0.963 4.27 0.00334 Oleander Avenue 17021 1284.95 1291.00 389 8 1 27,591$ 0.319 0.880 4.87 0.75 17022 1277.22 5.38 0.013 0.01990 0.884 1.101 4.88 0.00334 Oleander Avenue 17022 1277.05 1283.50 374 10 1 0.319 1.426 4.35 0.56 17023 1271.11 5.62 0.013 0.01590 0.884 1.785 5.07 0.00248 Oleander Avenue 17023 1271.11 1276.00 371 10 1 0.319 1.234 3.92 0.61 17024 1266.69 4.06 0.013 0.01190 0.884 1.544 4.38 0.00248 Oleander Avenue 17024 1266.69 1272.60 371 10 1 0.319 1.390 4.26 0.57 17025 1261.09 5.08 0.013 0.01510 0.884 1.739 4.94 0.00248 Oleander Avenue 17025 1261.09 1266.00 370 10 1 0.319 1.555 4.66 0.53 17026 1254.09 4.08 0.013 0.01890 0.884 1.946 5.52 0.00248 Oleander Avenue T1SR5W 7NW 60%0.116 mgd Arrow Route 17026 1254.09 1260.50 341 10 1 0.435 1.334 4.52 0.69 17027 1249.35 5.58 0.013 0.01390 1.172 1.669 4.74 0.00248 Oleander Avenue 17027 1249.35 1256.00 340 10 1 0.435 1.329 4.52 0.69 17028 1244.66 5.82 0.013 0.01380 1.172 1.663 4.72 0.00248 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Oleander Drive Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Oleander Avenue 17028 1244.66 1251.50 296 10 1 0.435 1.399 4.67 0.67 17029 1240.13 6.01 0.013 0.01530 1.172 1.751 4.97 0.00248 Oleander Avenue 17029 1240.13 1247.50 284 10 1 0.435 1.395 4.67 0.67 17030 1235.82 6.54 0.013 0.01520 1.172 1.745 4.95 0.00248 Oleander Avenue Cypress Ave Sewer 0.396 mgd 17030 1235.65 1244.30 364 12 1 36,727$ 0.831 0.863 4.16 1.00 17031 1234.85 7.65 0.013 0.00220 2.111 1.080 2.13 0.00194 Oleander Avenue 17031 1234.85 1239.00 177 12 1 0.831 2.447 5.74 0.68 17032 1231.71 3.15 0.013 0.01770 2.111 3.062 6.04 0.00194 Oleander Avenue 17032 1231.71 1236.50 306 12 1 0.831 2.595 5.94 0.66 17033 1225.63 3.79 0.013 0.01990 2.111 3.247 6.40 0.00194 Oleander Avenue 17033 1225.63 1230.80 386 12 1 0.831 2.363 5.57 0.70 17034 1219.26 4.17 0.013 0.01650 2.111 2.957 5.83 0.00194 Oleander Avenue T1SR5W 7SW 70%0.150 mgd Merrill Avenue 17034 1219.26 1225.00 386 12 1 38,957$ 0.981 2.065 5.29 0.86 22017 1214.40 4.74 0.013 0.01260 2.457 2.584 5.09 0.00194 Oleander Avenue 22017 1214.40 1220.40 386 12 1 38,940$ 0.981 1.676 4.84 1.00 22018 1211.20 5.00 0.013 0.00830 2.457 2.097 4.13 0.00194 Oleander Avenue 22018 1211.20 1216.50 386 12 1 38,940$ 0.981 1.676 4.84 1.00 22019 1208.00 4.30 0.013 0.00830 2.457 2.097 4.13 0.00194 Oleander Avenue 22019 1208.00 1212.50 386 12 1 0.981 3.028 6.91 0.66 22020 1197.54 3.50 0.013 0.02710 2.457 3.789 7.47 0.00194 Oleander Avenue 22020 1197.54 1203.50 356 12 1 0.981 2.433 6.01 0.75 22021 1191.31 4.96 0.013 0.01750 2.457 3.045 6.00 0.00194 Oleander Avenue 22021 1191.31 1195.00 330 12 1 0.981 2.433 6.01 0.75 22022 1185.54 2.69 0.013 0.01750 2.457 3.045 6.00 0.00194 Oleander Avenue 22022 1185.54 1192.00 330 12 1 0.981 2.433 6.01 0.75 22023 1179.77 5.46 0.013 0.01750 2.457 3.045 6.00 0.00194 Oleander Avenue 22023 1179.77 1186.60 315 12 1 0.981 2.433 6.01 0.75 22115 1174.25 5.83 0.013 0.01750 2.457 3.045 6.00 0.00194 Oleander Avenue T1SR5W 18NW 60%0.123 mgd 22115 1174.00 1181.50 314 15 1 1.104 3.164 4.76 0.68 22066 1171.17 6.25 0.013 0.00900 2.736 3.959 4.99 0.00144 Randall Avenue Oleander Avenue 22066 1171.17 1181.60 365 15 1 44,909$ 1.104 2.187 3.64 0.90 22067 1169.60 9.18 0.013 0.00430 2.736 2.737 3.45 0.00144 Randall Avenue 22067 1169.60 1179.00 374 15 1 46,053$ 1.104 2.187 3.64 0.90 22068 1167.99 8.15 0.013 0.00430 2.736 2.737 3.45 0.00144 Randall Avenue 22068 1167.99 1177.30 326 15 1 40,047$ 1.104 2.187 3.64 0.90 22008 1166.59 8.06 0.013 0.00430 2.736 2.737 3.45 0.00144 Discharge to Citrus Avenue Sewer MH 22008 Job #:86025.028 Cost of Improvements $435,409 Date:18-May-00 1.104 mgd avg 2.736 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Oleander Drive Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $435,409 Flows in Year 2005 Date:18-May-00 0 1 1 2 2 3 3 4 4 5 91859186918791889189Walnut Sewer9191919291939194919591969197Baseline1225312254122551225612257122581225912260Miller Avenue12262122631226412265122661226712268Foothill Blvd17092170201702117022170231702417025Arrow Route170271702817029Cypress Sewer170311703217033170342201722018220192202022021220222202322115Oleander22067Citrus SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Palmetto Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Palmetto Ave.Walnut Village 50%0.194 mgd 9070 1455.95 1468.00 260 8 1 18,460$ 0.194 0.395 2.50 1.00 9072 1454.91 11.38 0.013 0.00400 0.563 0.494 2.19 0.00334 Palmetto Ave. 9072 1454.91 1463.89 231 8 1 0.194 0.789 3.90 0.61 9075 1451.22 8.31 0.013 0.01600 0.563 0.988 4.38 0.00334 Palmetto Ave. 9075 1451.22 1458.31 254 8 1 0.194 1.254 5.40 0.47 9078 1440.95 6.42 0.013 0.04040 0.563 1.569 6.96 0.00334 Palmetto Ave. 9078 1440.95 1453.00 378 8 1 0.194 0.837 4.07 0.59 9079 1434.14 11.38 0.013 0.01800 0.563 1.047 4.64 0.00334 Palmetto Ave. 9079 1434.14 1445.80 401 8 1 0.194 0.837 4.07 0.59 9080 1426.93 10.99 0.013 0.01800 0.563 1.047 4.64 0.00334 Palmetto Ave. 9080 1426.93 1438.80 381 8 1 0.194 0.837 4.07 0.59 9081 1420.07 11.20 0.013 0.01800 0.563 1.047 4.64 0.00334 Palmetto Ave. 9081 1420.07 1431.60 248 8 1 0.194 0.789 3.90 0.61 9082 1416.11 10.86 0.013 0.01600 0.563 0.988 4.38 0.00334 Palmetto Ave. 9082 1416.11 1427.30 351 8 1 0.194 0.882 4.24 0.57 9083 1409.09 10.52 0.013 0.02000 0.563 1.104 4.90 0.00334 Palmetto Ave. 9083 1409.09 1420.00 350 8 1 0.194 0.624 3.34 0.70 9084 1405.59 10.24 0.013 0.01000 0.563 0.781 3.46 0.00334 Palmetto Ave.T1SR5W 5NW 50%0.083 mgd Baseline Avenue 9084 1405.59 1415.37 990 8 1 70,290$ 0.278 0.197 3.45 1.00 9085 1404.60 9.11 0.013 0.00100 0.779 0.247 1.09 0.00334 Palmetto Ave. 9085 1404.60 1415.23 365 8 1 25,883$ 0.278 0.654 3.77 0.86 13330 1400.59 9.96 0.013 0.01100 0.779 0.819 3.63 0.00334 Palmetto Ave. 13330 1400.59 1408.00 389 8 1 0.278 0.882 4.69 0.69 13329 1392.81 6.74 0.013 0.02000 0.779 1.104 4.90 0.00334 Palmetto Ave. 13329 1392.81 1401.75 229 8 1 0.278 0.779 4.29 0.75 13328 1389.24 8.27 0.013 0.01560 0.779 0.975 4.32 0.00334 Palmetto Ave. 13328 1389.24 1396.40 256 8 1 0.278 0.908 4.77 0.68 13327 1383.81 6.49 0.013 0.02120 0.779 1.137 5.04 0.00334 Palmetto Ave. 13327 1383.81 1391.85 274 8 1 19,426$ 0.278 0.749 4.18 0.77 13326 1379.87 7.37 0.013 0.01440 0.779 0.937 4.15 0.00334 Palmetto Ave. 13326 1379.87 1387.35 252 8 1 0.278 0.846 4.55 0.71 13324 1375.24 6.81 0.013 0.01840 0.779 1.059 4.70 0.00334 Palmetto Ave. 13324 1375.24 1379.15 131 8 1 0.278 0.917 4.77 0.68 13323 1372.42 3.24 0.013 0.02160 0.779 1.147 5.09 0.00334 Palmetto Ave. 13323 1372.42 1379.15 174 8 1 0.278 0.846 4.55 0.71 13322 1369.22 6.06 0.013 0.01840 0.779 1.059 4.70 0.00334 Palmetto Ave. 13322 1369.22 1375.10 139 8 1 0.278 0.904 4.77 0.68 13321 1366.30 5.21 0.013 0.02100 0.779 1.131 5.02 0.00334 Palmetto Ave. 13321 1366.30 1372.30 334 8 1 0.278 0.789 4.35 0.74 13320 1360.96 5.33 0.013 0.01600 0.779 0.988 4.38 0.00334 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Palmetto Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Palmetto Ave. 13320 1360.96 1366.80 193 8 1 13,679$ 0.278 0.764 4.24 0.76 13269 1358.07 5.17 0.013 0.01500 0.779 0.956 4.24 0.00334 Palmetto Ave.Miller Avenue 13269 1358.07 1364.20 409 8 1 0.278 0.799 4.42 0.73 13319 1351.36 5.46 0.013 0.01640 0.779 1.000 4.43 0.00334 Palmetto Ave. 13319 1351.36 1357.20 334 8 1 23,714$ 0.278 0.764 4.24 0.76 13318 1345.36 5.17 0.013 0.01500 0.779 0.956 4.24 0.00334 Palmetto Ave. 13318 1345.36 1351.30 375 8 1 26,658$ 0.278 0.764 4.24 0.76 13317 1340.26 5.27 0.013 0.01500 0.779 0.956 4.24 0.00334 Palmetto Ave. 13317 1340.26 1345.80 103 8 1 0.278 0.828 4.48 0.72 13316 1334.47 4.87 0.013 0.01760 0.779 1.036 4.59 0.00334 Palmetto Ave. 13316 1334.47 1340.40 271 8 1 0.278 0.818 4.48 0.72 13315 1328.78 5.26 0.013 0.01720 0.779 1.024 4.54 0.00334 Palmetto Ave. 13315 1328.78 1334.30 272 8 1 0.278 0.971 5.02 0.65 13314 1322.19 4.85 0.013 0.02420 0.779 1.215 5.39 0.00334 Palmetto Ave. 13314 1322.19 1328.30 271 8 1 0.278 0.823 4.48 0.72 13313 1317.47 5.44 0.013 0.01740 0.779 1.030 4.57 0.00334 Palmetto Ave. 13313 1317.47 1323.80 284 8 1 0.278 0.823 4.48 0.72 13312 1312.52 5.66 0.013 0.01740 0.779 1.030 4.57 0.00334 Palmetto Ave.T1SR5W 5SW 25%0.046 mgd Foothill Blvd 13312 1312.52 1318.80 246 8 1 17,438$ 0.323 0.698 3.97 1.00 18222 1309.45 5.61 0.013 0.01250 0.895 0.873 3.87 0.00334 Palmetto Ave. 18222 1309.45 1315.80 301 8 1 21,365$ 0.323 0.654 3.97 1.00 18223 1306.14 5.68 0.013 0.01100 0.895 0.819 3.63 0.00334 Palmetto Ave. 18223 1306.14 1310.90 628 8 1 44,601$ 0.323 0.654 3.97 1.00 18224 1299.23 4.09 0.013 0.01100 0.895 0.819 3.63 0.00334 Palmetto Ave. 18224 1299.23 1307.30 739 8 1 52,492$ 0.323 0.706 3.97 1.00 18220 1289.77 7.40 0.013 0.01280 0.895 0.883 3.92 0.00334 Palmetto Ave. 18220 1289.60 1302.00 335 10 1 0.323 1.399 4.32 0.57 18217 1284.47 11.57 0.013 0.01530 0.895 1.751 4.97 0.00248 Palmetto Ave. 18217 1284.47 1294.50 335 10 1 0.323 1.408 4.32 0.57 18214 1279.28 9.20 0.013 0.01550 0.895 1.762 5.00 0.00248 Palmetto Ave. 18214 1279.28 1287.70 425 10 1 0.323 0.940 3.30 0.72 18225 1276.35 7.59 0.013 0.00690 0.895 1.176 3.34 0.00248 Palmetto Ave. 18225 1276.18 1282.20 406 12 1 0.323 1.625 3.35 0.52 18226 1273.01 5.02 0.013 0.00780 0.895 2.033 4.01 0.00194 Palmetto Ave. 18226 1273.01 1278.60 442 12 1 0.323 1.163 2.61 0.64 18227 1271.24 4.59 0.013 0.00400 0.895 1.456 2.87 0.00194 Palmetto Ave.T1SR5W 8NW 40%, 8NE 25%0.124 mgd Arrow Blvd 18227 1271.24 1277.90 224 12 1 0.447 1.539 3.50 0.64 18228 1269.67 5.66 0.013 0.00700 1.202 1.926 3.80 0.00194 Palmetto Ave. 18228 1269.67 1275.70 418 12 1 0.447 2.796 5.27 0.46 18229 1260.01 5.03 0.013 0.02310 1.202 3.499 6.89 0.00194 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Palmetto Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Palmetto Ave. 18229 1260.01 1265.15 408 12 1 0.447 3.576 6.34 0.40 18232 1244.58 4.14 0.013 0.03780 1.202 4.475 8.82 0.00194 Palmetto Ave. 18232 1244.58 1254.00 98 12 1 0.447 3.586 6.34 0.40 18230 1240.87 8.42 0.013 0.03800 1.202 4.487 8.84 0.00194 Palmetto Ave. 18230 1240.87 1248.30 306 12 1 0.447 2.377 4.73 0.50 18205 1235.76 6.43 0.013 0.01670 1.202 2.975 5.86 0.00194 Palmetto Ave. 18205 1235.76 1241.60 163 12 1 0.447 2.377 4.73 0.50 18233 1233.04 4.84 0.013 0.01670 1.202 2.975 5.86 0.00194 Palmetto Ave. 18233 1233.04 1240.30 290 12 1 0.447 1.539 3.50 0.64 18231 1231.01 6.26 0.013 0.00700 1.202 1.926 3.80 0.00194 Palmetto Ave. 18231 1231.01 1235.10 18 12 1 0.447 2.475 4.86 0.49 18193 1230.68 3.09 0.013 0.01810 1.202 3.097 6.10 0.00194 Palmetto Ave.T1SR5W 8SW 40%, 8SE 25%0.118 mgd 18193 1230.68 1230.80 40 12 1 4,040$ 0.565 0.823 2.93 1.00 17361 1230.60 -0.88 0.013 0.00200 1.488 1.029 2.03 0.00194 Merrill Ave Palmetto Avenue 17361 1230.35 1232.50 165 15 1 0.565 1.492 2.36 0.74 17360 1230.02 0.90 0.013 0.00200 1.488 1.866 2.35 0.00144 Merrill Ave 17360 1230.02 1233.00 165 15 1 0.565 1.492 2.36 0.74 17359 1229.69 1.73 0.013 0.00200 1.488 1.866 2.35 0.00144 Merrill Ave 17359 1229.69 1238.74 17 15 1 0.565 4.717 5.38 0.38 17358 1229.36 7.80 0.013 0.02000 1.488 5.902 7.44 0.00144 Merrill Ave 17358 1229.36 1234.50 16 15 1 0.565 4.717 5.38 0.38 17313 1229.03 3.89 0.013 0.02000 1.488 5.902 7.44 0.00144 Discharge to Mango Street Sewer MH 17313 Job #:86025.028 Cost of Improvements $338,045 Date:18-May-00 0.565 mgd avg 1.488 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Palmetto Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $338,045 Flows in Year 2005 Date:18-May-00 0 1 2 3 4 5 6 7 907090729075907890799080908190829083Baseline9085133301332913328133271332613324133231332213321133201326913319133181331713316133151331413313Foothill Blvd1822218223182241822018217182141822518226Arrow Blvd1822818229182321823018205182331823118193Merrill Ave1736017359Mango SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Poplar Avenue (North) Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Poplar Ave 0.000 mgd San Bernardino Avenue 21122 1111.60 1129.98 644 8 1 0.000 0.813 1.53 0.01 26032 1100.66 17.71 0.013 0.01700 0.001 1.018 4.51 0.00334 Poplar Ave 26032 1100.66 1116.16 483 8 1 0.000 0.624 0.54 0.02 26033 1095.83 14.83 0.013 0.01000 0.001 0.781 3.46 0.00334 Poplar Ave 26033 1095.83 1110.19 378 8 1 0.000 0.624 0.54 0.02 26034 1092.05 13.69 0.013 0.01000 0.001 0.781 3.46 0.00334 Poplar Ave 26034 1092.05 1106.76 -32 8 1 0.000 0.575 0.54 0.02 26035 1092.32 14.04 0.013 0.00850 0.001 0.720 3.19 0.00334 Poplar Ave 26035 1092.32 1105.80 381 8 1 0.000 0.575 0.54 0.02 26036 1089.08 12.81 0.013 0.00850 0.001 0.720 3.19 0.00334 Poplar Ave 26036 1089.08 1101.89 348 8 1 0.000 0.725 1.53 0.01 26037 1084.38 12.14 0.013 0.01350 0.001 0.907 4.02 0.00334 Poplar Ave 26037 1084.38 1097.32 375 8 1 0.000 0.654 0.54 0.02 26038 1080.26 12.27 0.013 0.01100 0.001 0.819 3.63 0.00334 Poplar Ave 26038 1080.26 1092.66 338 8 1 0.000 0.769 1.53 0.01 26039 1075.12 11.73 0.013 0.01520 0.001 0.963 4.27 0.00334 Poplar Ave T1SR6W 24NW 50%0.097 mgd Valley Blvd 0.594 mgd 26039 1074.04 1088.40 340 21 1 0.691 8.057 3.99 0.33 26080 1070.74 12.61 0.013 0.00970 1.786 10.083 6.49 0.00092 Poplar Ave 26080 1070.74 1082.80 502 21 1 0.691 7.847 3.99 0.33 26081 1066.12 10.31 0.013 0.00920 1.786 9.819 6.32 0.00092 Poplar Ave 26081 1066.12 1077.00 450 21 1 0.691 7.847 3.99 0.33 26082 1061.98 9.13 0.013 0.00920 1.786 9.819 6.32 0.00092 Poplar Ave 26082 1061.98 1069.00 807 21 1 0.691 7.847 3.99 0.33 26083 1054.56 5.27 0.013 0.00920 1.786 9.819 6.32 0.00092 Poplar Ave 26083 1054.56 1062.50 309 21 1 0.691 7.408 3.83 0.34 26084 1052.03 6.19 0.013 0.00820 1.786 9.270 5.97 0.00092 Poplar Ave 26084 1052.03 1058.70 473 21 1 0.691 10.760 4.77 0.29 26090 1043.85 4.92 0.013 0.01730 1.786 13.465 8.66 0.00092 Poplar Ave T1SR6W 24SE 50% 24SW 30%0.138 mgd Slover Avenue 26090 1043.85 1051.00 451 21 1 0.829 7.974 4.35 0.35 32001 1039.57 5.40 0.013 0.00950 2.107 9.978 6.42 0.00092 Poplar Ave 32001 1039.57 1045.20 379 21 1 0.829 4.700 2.94 0.47 32002 1038.32 3.88 0.013 0.00330 2.107 5.881 3.78 0.00092 Poplar Ave 32002 1038.32 1043.20 731 21 1 0.829 8.962 4.71 0.33 32003 1029.55 3.13 0.013 0.01200 2.107 11.214 7.22 0.00092 Poplar Ave 32003 1029.55 1035.90 551 21 1 0.829 9.680 4.91 0.32 32004 1021.84 4.60 0.013 0.01400 2.107 12.113 7.79 0.00092 Poplar Ave 32004 1021.84 1028.40 557 21 1 0.829 9.680 4.91 0.32 32005 1014.04 4.81 0.013 0.01400 2.107 12.113 7.79 0.00092 Poplar Ave 32005 1014.04 1019.30 500 21 1 0.829 7.974 4.35 0.35 32006 1009.29 3.51 0.013 0.00950 2.107 9.978 6.42 0.00092 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Poplar Avenue (North) Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Poplar Ave Southwest Industrial Park 10%0.193 mgd Santa Ana Avenue 32006 1009.29 1015.10 500 21 1 1.022 7.974 4.54 0.39 32007 1004.54 4.06 0.013 0.00950 2.549 9.978 6.42 0.00092 Poplar Ave 32007 1004.54 1011.00 499 21 1 1.022 8.619 4.87 0.37 32008 999.00 4.71 0.013 0.01110 2.549 10.786 6.94 0.00092 Poplar Ave 32008 999.00 1005.00 499 21 1 1.022 7.179 4.25 0.41 32009 995.16 4.25 0.013 0.00770 2.549 8.983 5.78 0.00092 Poplar Ave 32009 995.16 1000.50 500 21 1 1.022 7.974 4.54 0.39 32010 990.41 3.59 0.013 0.00950 2.549 9.978 6.42 0.00092 Poplar Ave Southwest Industrial.Park 5%0.096 mgd 32010 990.41 995.80 507 21 1 1.118 7.974 4.61 0.41 32011 985.59 3.64 0.013 0.00950 2.767 9.978 6.42 0.00092 Discharge to Jurupa Avenue 21" Sewer Job #:86025.028 Cost of Improvements $0 Date:18-May-00 1.118 mgd avg 2.767 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Poplar Avenue (North) Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $0 Flows in Year 2005 Date:18-May-00 0 2 4 6 8 10 12 14 16 San Bernardino Avenue26032260332603426035260362603726038Valley Sewer2608026081260822608326084Slover Avenue3200132002320033200432005Santa Ana Avenue320073200832009Jurupa SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Poplar Avenue (South) Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Poplar Ave Southridge Village 12.5%0.260 mgd 36151 1034.46 1054.20 229 8 1 0.260 0.832 4.41 0.69 36152 1030.39 19.07 0.013 0.01780 0.733 1.042 4.62 0.00334 Poplar Ave 36152 1030.39 1043.40 297 8 1 0.260 0.837 4.41 0.69 36153 1025.05 12.34 0.013 0.01800 0.733 1.047 4.64 0.00334 Poplar Ave 36153 1025.05 1029.80 373 8 1 0.260 1.095 5.29 0.59 36154 1013.56 4.08 0.013 0.03080 0.733 1.370 6.08 0.00334 Poplar Ave 36154 1013.56 1021.00 250 8 1 0.260 1.014 5.08 0.61 36155 1006.97 6.77 0.013 0.02640 0.733 1.269 5.62 0.00334 Poplar Ave 36155 1006.97 1014.20 288 8 1 0.260 0.749 4.10 0.74 36124 1002.82 6.56 0.013 0.01440 0.733 0.937 4.15 0.00334 Poplar Ave 36124 1002.82 1009.90 177 8 1 12,543$ 0.260 0.683 3.83 0.79 36156 1000.70 6.41 0.013 0.01200 0.733 0.855 3.79 0.00334 Poplar Ave & Beech 36156 1000.70 1009.00 296 8 1 0.260 0.860 4.48 0.68 36157 995.08 7.63 0.013 0.01900 0.733 1.076 4.77 0.00334 Poplar Ave & Beech 36157 995.08 1003.80 271 8 1 0.260 1.081 5.29 0.59 36158 986.94 8.05 0.013 0.03000 0.733 1.352 6.00 0.00334 Poplar Ave & Beech 36158 986.94 995.40 333 8 1 0.260 0.882 4.56 0.67 36159 980.28 7.79 0.013 0.02000 0.733 1.104 4.90 0.00334 Poplar Ave & Beech 36159 980.28 987.60 104 8 1 7,376$ 0.260 0.483 3.25 1.00 36076 979.66 6.65 0.013 0.00600 0.733 0.605 2.68 0.00334 Poplar Ave & Beech 36076 979.49 989.90 209 10 1 0.260 0.876 2.92 0.67 36160 978.24 9.58 0.013 0.00600 0.733 1.097 3.11 0.00248 Poplar Ave & Beech 36160 978.07 985.80 332 12 1 0.260 1.425 2.89 0.50 36161 976.08 6.73 0.013 0.00600 0.733 1.783 3.51 0.00194 Poplar Ave & Beech 36161 976.08 983.60 292 12 1 0.260 1.425 2.89 0.50 36023 974.33 6.52 0.013 0.00600 0.733 1.783 3.51 0.00194 Poplar Ave & Beech Southridge Village 12.5%0.260 mgd 36023 973.83 981.70 486 18 1 0.519 2.029 1.97 0.59 36162 973.15 6.37 0.013 0.00140 1.377 2.539 2.22 0.00113 Village Drive 36162 973.15 984.00 300 18 1 0.519 2.029 1.97 0.59 36163 972.73 9.35 0.013 0.00140 1.377 2.539 2.22 0.00113 Village Drive 36163 972.73 987.40 279 18 1 0.519 2.029 1.97 0.59 36164 972.34 13.17 0.013 0.00140 1.377 2.539 2.22 0.00113 Village Drive 36164 972.34 992.60 300 18 1 0.519 2.029 1.97 0.59 36165 971.92 18.76 0.013 0.00140 1.377 2.539 2.22 0.00113 Village Drive 36165 971.92 998.50 264 18 1 0.519 2.029 1.97 0.59 36166 971.55 25.08 0.013 0.00140 1.377 2.539 2.22 0.00113 Village Drive 36166 971.55 1000.90 100 18 1 0.519 2.029 1.97 0.59 32011 971.41 27.85 0.013 0.00140 1.377 2.539 2.22 0.00113 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Poplar Avenue (South) Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Poplar Ave 32011 970.16 992.16 33 1 0.519 10.217 1.74 0.26 19.25 0.013 0.00140 1.377 12.785 3.33 0.00050 Discharge to Jurupa Avenue 21" Sewer Job #:86025.028 Cost of Improvements $19,919 Date:18-May-00 0.519 mgd avg 1.377 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Poplar Avenue (South) Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $19,919 Flows in Year 2005 Date:18-May-00 0 2 4 6 8 10 12 14 3615136152361533615436155361243615636157361583615936076361603616136023Village Drive361633616436165Poplar AveJurupa SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources San Bernardino Ave Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Palmetto Ave.T1SR5W 17NE 50% 17NW 30%0.137 mgd 23192 1206.29 1213.70 995 10 1 0.137 0.742 2.20 0.52 23193 1202.01 6.58 0.013 0.00430 0.409 0.928 2.63 0.00248 Palmetto Ave. 23193 1202.01 1208.50 570 10 1 0.137 1.213 3.10 0.40 23194 1195.46 5.66 0.013 0.01150 0.409 1.518 4.31 0.00248 Palmetto Ave. 23194 1195.46 1202.30 582 10 1 0.137 0.800 2.32 0.50 23195 1192.55 6.01 0.013 0.00500 0.409 1.001 2.84 0.00248 Palmetto Ave. 23195 1192.55 1199.20 298 10 1 0.137 0.792 2.32 0.50 23196 1191.09 5.82 0.013 0.00490 0.409 0.991 2.81 0.00248 Palmetto Ave.Randall Avenue 23196 1191.09 1195.20 328 10 1 0.137 1.513 3.58 0.36 23197 1185.21 3.28 0.013 0.01790 0.409 1.894 5.37 0.00248 Palmetto Ave. 23197 1185.21 1191.30 393 10 1 0.137 0.884 2.44 0.48 23198 1182.81 5.26 0.013 0.00610 0.409 1.106 3.14 0.00248 Palmetto Ave. 23198 1182.81 1188.40 300 10 1 0.137 1.012 2.74 0.44 23199 1180.41 4.76 0.013 0.00800 0.409 1.266 3.59 0.00248 Palmetto Ave. 23199 1180.41 1184.84 300 10 1 0.137 1.305 3.32 0.38 23200 1176.42 3.60 0.013 0.01330 0.409 1.633 4.63 0.00248 Palmetto Ave. 23200 1176.42 1181.20 568 10 1 0.137 1.367 3.45 0.37 23201 1168.12 3.95 0.013 0.01460 0.409 1.710 4.85 0.00248 Palmetto Ave.T1SR5W 17SW 10%0.019 mgd 23201 1168.12 1176.80 929 10 1 0.156 0.869 2.54 0.51 23202 1162.64 7.85 0.013 0.00590 0.460 1.087 3.09 0.00248 Palmetto Ave. 23202 1162.64 1172.20 300 10 1 0.156 0.876 2.54 0.51 23203 1160.84 8.73 0.013 0.00600 0.460 1.097 3.11 0.00248 Palmetto Ave. 23203 1160.84 1167.20 444 10 1 0.156 1.012 2.83 0.47 23188 1157.29 5.53 0.013 0.00800 0.460 1.266 3.59 0.00248 Palmetto Ave. Tamarind Ave Sewer 2.111 mgd 23188 1156.87 1164.00 198 15 1 24,333$ 2.267 4.524 7.41 0.84 23204 1153.23 5.88 0.013 0.01840 5.265 5.661 7.14 0.00144 Palmetto Ave. 23204 1153.23 1158.60 287 15 1 35,345$ 2.267 3.111 6.64 1.00 23205 1150.73 4.12 0.013 0.00870 5.265 3.893 4.91 0.00144 San Bernardino Ave T1SR5W 17SE 35%, 17SW 30%0.120 mgd Palmetto Avenue 23205 1150.23 1154.50 207 21 1 34,237$ 2.387 5.174 4.24 0.78 22347 1149.40 2.52 0.013 0.00400 5.518 6.475 4.17 0.00092 San Bernardino Ave 22347 1149.40 1155.00 273 21 1 45,100$ 2.387 3.168 3.55 1.00 22348 1148.99 3.85 0.013 0.00150 5.518 3.965 2.55 0.00092 San Bernardino Ave 22348 1148.99 1155.00 260 21 1 42,900$ 2.387 3.168 3.55 1.00 22345 1149.39 4.26 0.013 0.00150 5.518 3.965 2.55 0.00092 San Bernardino Ave 22345 1149.39 1154.71 203 21 1 33,413$ 2.387 5.174 4.24 0.78 22349 1148.58 3.57 0.013 0.00400 5.518 6.475 4.17 0.00092 San Bernardino Ave 22349 1148.58 1154.00 253 21 1 41,800$ 2.387 3.168 3.55 1.00 22350 1148.20 3.67 0.013 0.00150 5.518 3.965 2.55 0.00092 San Bernardino Ave 22350 1148.20 1155.00 82 21 1 13,500$ 2.387 5.427 4.41 0.75 22351 1147.84 5.05 0.013 0.00440 5.518 6.791 4.37 0.00092 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources San Bernardino Ave Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min San Bernardino Ave Mango Avenue 22351 1147.84 1156.20 313 21 1 51,700$ 2.387 3.168 3.55 1.00 22354 1147.37 6.61 0.013 0.00150 5.518 3.965 2.55 0.00092 San Bernardino Ave 22354 1147.37 1157.00 360 21 1 59,400$ 2.387 3.168 3.55 1.00 22355 1146.83 7.88 0.013 0.00150 5.518 3.965 2.55 0.00092 San Bernardino Ave 22355 1146.83 1157.20 320 21 1 52,800$ 2.387 3.168 3.55 1.00 22356 1146.35 8.62 0.013 0.00150 5.518 3.965 2.55 0.00092 San Bernardino Ave 22356 1146.35 1158.30 327 21 1 53,900$ 2.387 3.168 3.55 1.00 22239 1145.86 10.20 0.013 0.00150 5.518 3.965 2.55 0.00092 San Bernardino Ave Sierra Avenue 22239 1145.86 1158.50 333 21 1 55,000$ 2.387 3.168 3.55 1.00 22222 1145.36 10.89 0.013 0.00150 5.518 3.965 2.55 0.00092 San Bernardino Ave 22222 1145.36 1157.30 333 21 1 55,000$ 2.387 3.168 3.55 1.00 22221 1144.86 10.19 0.013 0.00150 5.518 3.965 2.55 0.00092 San Bernardino Ave 22221 1144.86 1155.80 533 21 1 88,000$ 2.387 3.168 3.55 1.00 22220 1144.06 9.19 0.013 0.00150 5.518 3.965 2.55 0.00092 San Bernardino Ave 22220 1144.06 1154.30 113 21 1 18,700$ 2.387 3.168 3.55 1.00 22193 1143.89 8.49 0.013 0.00150 5.518 3.965 2.55 0.00092 San Bernardino Ave Juniper Avenue 22193 1143.89 1153.00 347 21 1 57,200$ 2.387 3.168 3.55 1.00 22500 1143.37 7.36 0.013 0.00150 5.518 3.965 2.55 0.00092 San Bernardino Ave 22500 1143.37 1157.50 333 21 1 55,000$ 2.387 3.168 3.55 1.00 22501 1142.87 12.38 0.013 0.00150 5.518 3.965 2.55 0.00092 San Bernardino Ave 22501 1142.87 1151.20 320 21 1 52,800$ 2.387 3.168 3.55 1.00 22502 1142.39 6.58 0.013 0.00150 5.518 3.965 2.55 0.00092 San Bernardino Ave 22502 1142.39 1149.90 340 21 1 56,100$ 2.387 3.168 3.55 1.00 22503 1141.88 5.76 0.013 0.00150 5.518 3.965 2.55 0.00092 Splitter Manhole Add Cypress Juniper Sewer 2.116 mgd 4.503 mgd into manhole 100%Discharge to San Bernardino Ave MH 25166 0%Discharge to Cypress Juniper Sewer MH 27160 San Bernardino Ave T1SR5W 18SE, 17SW 60%0.288 mgd 22503 1141.88 1147.83 491 21 1 0.288 6.067 2.51 0.26 22504 1139.18 4.20 0.013 0.00550 0.805 7.592 4.89 0.00092 San Bernardino Ave 22504 1139.18 1146.10 231 21 1 0.288 6.067 2.51 0.26 22505 1137.91 5.17 0.013 0.00550 0.805 7.592 4.89 0.00092 San Bernardino Ave 22505 1137.91 1145.00 300 21 1 0.288 6.067 2.51 0.26 22506 1136.26 5.34 0.013 0.00550 0.805 7.592 4.89 0.00092 San Bernardino Ave 22506 1136.26 1143.56 227 21 1 0.288 6.122 2.65 0.25 22507 1134.99 5.55 0.013 0.00560 0.805 7.661 4.93 0.00092 San Bernardino Ave T1SR5W 18SW 25%0.042 mgd Oleander Avenue 22507 1134.99 1142.89 575 21 1 0.330 6.067 2.69 0.27 22508 1131.83 6.15 0.013 0.00550 0.912 7.592 4.89 0.00092 San Bernardino Ave 22508 1131.83 1141.63 349 21 1 0.330 6.067 2.69 0.27 22509 1129.91 8.05 0.013 0.00550 0.912 7.592 4.89 0.00092 San Bernardino Ave 22509 1129.91 1140.50 424 21 1 0.330 6.067 2.69 0.27 22510 1127.58 8.84 0.013 0.00550 0.912 7.592 4.89 0.00092 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources San Bernardino Ave Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min San Bernardino Ave 22510 1127.58 1139.02 309 21 1 0.330 6.067 2.69 0.27 22016 1125.88 9.69 0.013 0.00550 0.912 7.592 4.89 0.00092 San Bernardino Ave T1SR5W 18SW 75%0.126 mgd Citrus Ave 1.705 mgd 22016 1125.88 1136.68 400 21 1 66,000$ 2.161 3.006 3.24 1.00 21085 1121.70 9.05 0.013 0.00135 5.040 3.761 2.42 0.00092 New Parallel San Bernardino Avenue Sewer San Bernardino Ave Manhole Discharge 4.503 mgd 25166 1140.20 1148.00 424 18 1 61,011$ 4.503 3.343 8.61 1.00 25165 1138.59 6.30 0.013 0.00380 9.831 4.184 3.66 0.00113 San Bernardino Ave 25165 1138.59 1146.50 421 18 1 60,600$ 4.503 3.758 8.61 1.00 25164 1136.57 6.41 0.013 0.00480 9.831 4.702 4.12 0.00113 San Bernardino Ave 25164 1136.57 1144.70 419 18 1 60,300$ 4.503 3.758 8.61 1.00 25163 1134.56 6.63 0.013 0.00480 9.831 4.702 4.12 0.00113 San Bernardino Ave 25163 1134.56 1142.90 413 18 1 59,400$ 4.503 4.602 8.61 1.00 25162 1131.59 6.84 0.013 0.00720 9.831 5.759 5.04 0.00113 San Bernardino Ave 25162 1131.59 1141.70 425 18 1 61,200$ 4.503 3.430 8.61 1.00 25161 1129.89 8.61 0.013 0.00400 9.831 4.292 3.76 0.00113 San Bernardino Ave 25161 1129.89 1140.90 390 18 1 56,123$ 4.503 3.387 8.61 1.00 25160 1128.37 9.51 0.013 0.00390 9.831 4.238 3.71 0.00113 San Bernardino Ave 25160 1127.37 1139.20 373 30 1 83,931$ 4.503 26.110 7.78 0.42 25159 1121.70 9.33 0.013 0.01520 9.831 32.672 10.30 0.00057 San Bernardino Ave San Bernardino 18"2.161 mgd 25159 1121.70 1136.50 333 30 1 75,000$ 6.663 11.599 4.80 0.87 25158 1120.70 12.30 0.013 0.00300 14.044 14.515 4.58 0.00057 San Bernardino Ave 25158 1120.70 1135.50 357 30 1 80,250$ 6.663 11.599 4.80 0.87 25157 1119.63 12.30 0.013 0.00300 14.044 14.515 4.58 0.00057 San Bernardino Ave 25157 1119.63 1134.80 357 30 1 80,250$ 6.663 11.599 4.80 0.87 25156 1118.56 12.67 0.013 0.00300 14.044 14.515 4.58 0.00057 San Bernardino Ave 25156 1118.56 1133.40 390 30 1 87,750$ 6.663 11.599 4.80 0.87 25155 1117.39 12.34 0.013 0.00300 14.044 14.515 4.58 0.00057 San Bernardino Ave 25155 1117.39 1129.60 434 30 1 97,734$ 6.663 11.980 4.94 0.84 25154 1116.00 9.71 0.013 0.00320 14.044 14.991 4.73 0.00057 San Bernardino Ave 25154 1116.00 1126.70 434 30 1 97,734$ 6.663 11.980 4.94 0.84 25153 1114.61 8.20 0.013 0.00320 14.044 14.991 4.73 0.00057 San Bernardino Ave 25153 1114.61 1125.30 334 30 1 75,234$ 6.663 11.980 4.94 0.84 25152 1113.54 8.19 0.013 0.00320 14.044 14.991 4.73 0.00057 San Bernardino Ave 25152 1113.54 1123.80 203 30 1 45,703$ 6.663 11.980 4.94 0.84 25151 1112.89 7.76 0.013 0.00320 14.044 14.991 4.73 0.00057 San Bernardino Ave T1SR6W 13NE 75%, 13SW, 13SE 0.750 mgd Poplar Avenue 25151 1112.89 1122.70 263 30 1 59,228$ 7.413 17.464 6.63 0.69 25150 1111.10 7.31 0.013 0.00680 15.476 21.853 6.89 0.00057 San Bernardino Ave 25150 1111.10 1121.70 267 30 1 60,144$ 7.413 15.271 6.06 0.75 25149 1109.71 8.10 0.013 0.00520 15.476 19.110 6.03 0.00057 San Bernardino Ave 25149 1109.71 1120.70 431 30 1 96,964$ 7.413 13.725 5.56 0.82 25148 1107.90 8.49 0.013 0.00420 15.476 17.174 5.42 0.00057 City of Fontana Sewer Model Engineering Resources Benefit Area Budget Cost San Bernardino Ave Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min San Bernardino Ave 25148 1107.90 1118.90 365 30 1 82,059$ 7.413 12.349 5.14 0.90 25147 1106.66 8.50 0.013 0.00340 15.476 15.452 4.87 0.00057 San Bernardino Ave 25147 1106.66 1117.60 109 30 1 24,513$ 7.413 29.191 9.51 0.51 25146 1104.59 8.44 0.013 0.01900 15.476 36.529 11.52 0.00057 San Bernardino Ave 25146 1104.59 1117.30 335 30 1 75,441$ 7.413 12.349 5.14 0.90 25145 1103.45 10.21 0.013 0.00340 15.476 15.452 4.87 0.00057 San Bernardino Ave 25145 1103.45 1115.50 368 30 1 82,721$ 7.413 12.349 5.14 0.90 25144 1102.20 9.55 0.013 0.00340 15.476 15.452 4.87 0.00057 San Bernardino Ave 25144 1102.20 1113.30 371 30 1 83,382$ 7.413 12.349 5.14 0.90 25143 1100.94 8.60 0.013 0.00340 15.476 15.452 4.87 0.00057 San Bernardino Ave 25143 1100.94 1111.30 321 30 1 72,132$ 7.413 12.349 5.14 0.90 25142 1099.85 7.86 0.013 0.00340 15.476 15.452 4.87 0.00057 San Bernardino Ave T1SR6W 14SE 0.161 mgd Beech Ave Sewer 0.643 mgd 25142 1099.85 1110.10 375 30 1 84,375$ 8.217 14.048 5.80 0.87 25141 1098.20 7.75 0.013 0.00440 16.996 17.579 5.54 0.00057 San Bernardino Ave 25141 1098.20 1110.50 345 30 1 77,727$ 8.217 14.048 5.80 0.87 25140 1096.68 9.80 0.013 0.00440 16.996 17.579 5.54 0.00057 San Bernardino Ave 25140 1096.68 1107.20 332 30 1 74,634$ 8.217 19.177 7.28 0.69 25139 1093.96 8.02 0.013 0.00820 16.996 23.997 7.57 0.00057 San Bernardino Ave 25139 1093.96 1104.00 304 30 1 68,418$ 8.217 20.965 7.65 0.66 25138 1090.98 7.54 0.013 0.00980 16.996 26.234 8.27 0.00057 San Bernardino Ave 25138 1090.98 1101.00 316 30 1 71,116$ 8.217 15.848 6.32 0.79 25137 1089.21 7.52 0.013 0.00560 16.996 19.831 6.25 0.00057 San Bernardino Ave 25137 1089.21 1099.20 284 30 1 63,920$ 8.217 14.048 5.80 0.87 25136 1087.96 7.49 0.013 0.00440 16.996 17.579 5.54 0.00057 San Bernardino Ave 25136 1087.96 1098.30 282 30 1 63,409$ 8.217 14.048 5.80 0.87 25135 1086.72 7.84 0.013 0.00440 16.996 17.579 5.54 0.00057 San Bernardino Ave 25135 1086.72 1097.40 282 30 1 63,409$ 8.217 14.048 5.80 0.87 25134 1085.48 8.18 0.013 0.00440 16.996 17.579 5.54 0.00057 San Bernardino Ave 25134 1085.48 1095.90 237 30 1 53,328$ 8.217 26.281 9.11 0.57 25133 1081.83 7.92 0.013 0.01540 16.996 32.886 10.37 0.00057 San Bernardino Ave 25133 1081.83 1095.10 43 30 1 9,716$ 8.217 14.048 5.80 0.87 25132 1081.64 10.77 0.013 0.00440 16.996 17.579 5.54 0.00057 San Bernardino Ave 25132 1081.64 1094.80 357 30 1 80,217$ 8.217 14.363 5.91 0.85 25131 1080.00 10.66 0.013 0.00460 16.996 17.974 5.67 0.00057 San Bernardino Ave 25131 1080.00 1092.20 346 30 1 77,772$ 8.217 14.363 5.91 0.85 25130 1078.41 9.70 0.013 0.00460 16.996 17.974 5.67 0.00057 San Bernardino Ave 25130 1078.41 1089.70 346 30 1 77,772$ 8.217 14.363 5.91 0.85 25129 1076.82 8.79 0.013 0.00460 16.996 17.974 5.67 0.00057 San Bernardino Ave 25129 1076.82 1087.30 339 30 1 76,250$ 8.217 17.970 6.95 0.72 25128 1074.38 7.98 0.013 0.00720 16.996 22.487 7.09 0.00057 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources San Bernardino Ave Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min San Bernardino Ave 25128 1074.38 1084.90 380 30 1 85,500$ 8.217 14.975 6.11 0.82 25127 1072.48 8.02 0.013 0.00500 16.996 18.739 5.91 0.00057 San Bernardino Ave 25127 1072.48 1083.00 379 30 1 85,312$ 8.217 14.672 5.98 0.84 25126 1070.66 8.02 0.013 0.00480 16.996 18.360 5.79 0.00057 San Bernardino Ave 25126 1070.66 1081.20 378 30 1 85,109$ 8.217 14.363 5.91 0.85 25125 1068.92 8.04 0.013 0.00460 16.996 17.974 5.67 0.00057 San Bernardino Ave 25125 1068.92 1079.50 65 30 1 14,674$ 8.217 14.363 5.91 0.85 25124 1068.62 8.08 0.013 0.00460 16.996 17.974 5.67 0.00057 San Bernardino Ave 25124 1068.62 1079.30 291 30 1 65,543$ 8.217 14.363 5.91 0.85 25123 1067.28 8.18 0.013 0.00460 16.996 17.974 5.67 0.00057 Splitter Manhole Add Cherry Ave Sewer 0.859 mgd 9.077 mgd into manhole 100%Discharge to San Bernardino Sewer MH 25123 0%Discharge to Cherry Ave Sewer MH 25207 San Bernardino Ave T1SR6W 15SE, 14SW 0.308 mgd Manhole Discharge 9.077 mgd 25123 1067.28 1077.90 378 30 1 85,096$ 9.385 18.704 7.42 0.76 25122 1064.33 8.12 0.013 0.00780 19.180 23.405 7.38 0.00057 San Bernardino Ave 25122 1063.83 1074.40 413 36 1 109,022$ 9.385 25.306 6.33 0.63 25121 1061.60 7.57 0.013 0.00540 19.180 31.667 6.93 0.00045 San Bernardino Ave 25121 1061.60 1072.60 436 36 1 115,200$ 9.385 16.152 4.63 0.85 25120 1060.64 8.00 0.013 0.00220 19.180 20.212 4.43 0.00045 San Bernardino Ave 25120 1060.64 1071.90 422 36 1 111,467$ 9.385 20.662 5.53 0.71 25119 1059.12 8.26 0.013 0.00360 19.180 25.856 5.66 0.00045 San Bernardino Ave 25119 1059.12 1070.20 418 36 1 110,400$ 9.385 22.843 5.90 0.67 25118 1057.28 8.08 0.013 0.00440 19.180 28.585 6.26 0.00045 San Bernardino Ave 25118 1057.28 1068.30 436 36 1 115,200$ 9.385 16.152 4.63 0.85 25117 1056.32 8.02 0.013 0.00220 19.180 20.212 4.43 0.00045 San Bernardino Ave 25117 1056.32 1067.60 243 36 1 64,020$ 9.385 21.780 5.70 0.69 25116 1055.35 8.28 0.013 0.00400 19.180 27.254 5.97 0.00045 San Bernardino Ave 25116 1055.35 1067.10 237 36 1 62,700$ 9.385 21.780 5.70 0.69 25115 1054.40 8.75 0.013 0.00400 19.180 27.254 5.97 0.00045 San Bernardino Ave T1SR6W 15SW 0.138 mgd Banana Avenue 25115 1054.40 1066.90 418 36 1 110,400$ 9.523 16.152 4.61 0.87 25114 1053.48 9.50 0.013 0.00220 19.436 20.212 4.43 0.00045 San Bernardino Ave 25114 1053.48 1066.10 700 36 1 184,800$ 9.523 21.780 5.69 0.70 25113 1050.68 9.62 0.013 0.00400 19.436 27.254 5.97 0.00045 San Bernardino Ave 25113 1050.68 1065.40 305 36 1 80,400$ 9.523 16.152 4.61 0.87 25112 1050.01 11.72 0.013 0.00220 19.436 20.212 4.43 0.00045 San Bernardino Ave 25112 1050.01 1064.10 441 36 1 116,400$ 9.523 16.152 4.61 0.87 25111 1049.04 11.09 0.013 0.00220 19.436 20.212 4.43 0.00045 San Bernardino Ave 25111 1049.04 1062.50 441 36 1 116,400$ 9.523 16.152 4.61 0.87 25110 1048.07 10.46 0.013 0.00220 19.436 20.212 4.43 0.00045 San Bernardino Ave 25110 1048.07 1060.90 373 36 1 98,400$ 9.523 16.152 4.61 0.87 25109 1047.25 9.83 0.013 0.00220 19.436 20.212 4.43 0.00045 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources San Bernardino Ave Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min San Bernardino Ave 25109 1047.25 1059.60 600 36 1 158,400$ 9.523 21.780 5.69 0.70 25108 1044.85 9.35 0.013 0.00400 19.436 27.254 5.97 0.00045 San Bernardino Ave 25108 1044.85 1059.40 441 36 1 116,400$ 9.523 16.152 4.61 0.87 25107 1043.88 11.55 0.013 0.00220 19.436 20.212 4.43 0.00045 San Bernardino Ave 25107 1043.88 1056.70 432 36 1 114,000$ 9.523 16.152 4.61 0.87 25106 1042.93 9.82 0.013 0.00220 19.436 20.212 4.43 0.00045 San Bernardino Ave 25106 1042.93 1055.10 125 36 1 33,000$ 9.523 34.437 7.90 0.53 25105 1041.68 9.17 0.013 0.01000 19.436 43.093 9.44 0.00045 San Bernardino Ave 25105 1041.68 1054.80 314 36 1 82,971$ 9.523 12.885 4.25 1.00 25104 1041.24 10.12 0.013 0.00140 19.436 16.124 3.53 0.00045 San Bernardino Ave 25104 1040.74 1054.10 464 42 1 140,214$ 9.523 19.436 3.94 0.74 25103 1040.09 9.86 0.013 0.00140 19.436 24.322 3.91 0.00037 San Bernardino Ave 25103 1040.09 1054.10 464 42 1 140,214$ 9.523 19.436 3.94 0.74 25102 1039.44 10.51 0.013 0.00140 19.436 24.322 3.91 0.00037 San Bernardino Ave 25102 1039.44 1055.60 464 42 1 140,214$ 9.523 19.436 3.94 0.74 25101 1038.79 12.66 0.013 0.00140 19.436 24.322 3.91 0.00037 San Bernardino Ave T1SR6W 16SE 0.129 mgd 25101 1038.79 1049.70 500 42 1 151,000$ 9.652 51.946 7.70 0.43 7.41 0.013 0.01000 19.676 65.003 10.46 0.00037 Discharge to Future IEUA Treatment Plant Job #:86025.028 Cost of Improvements $6,484,545 Date:18-May-00 9.652 mgd avg 19.676 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources San Bernardino Ave Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $6,484,545 Flows in Year 2005 Date:18-May-00 0 10 20 30 40 50 60 70 23192231932319423195Randall Avenue23197231982319923200232012320223203Tamarind Sewer23204San Bernardino Ave2234722348223452234922350Mango Avenue223542235522356Sierra Avenue222222222122220Juniper Avenue225002250122502Cypress-Juniper Sewer251652516425163251622516125160San Bernardino 18"25158251572515625155251542515325152Poplar Avenue2515025149251482514725146251452514425143Beech Sewer251412514025139251382513725136251352513425133251322513125130251292512825127251262512525124Cherry Sewer25122251212512025119251182511725116Banana Avenue25114251132511225111251102510925108251072510625105251042510325102IEUA Future PlantManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Slover Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Slover Avenue T1SR5W 19SE 30%0.055 mgd Sierra Avenue S121 1077.20 1087.00 1320 8 1 93,720$ 0.055 0.312 1.44 0.54 S117 1059.11 9.14 0.013 0.00250 0.179 0.390 1.73 0.00334 Slover Avenue Juniper Avenue S120 1073.90 1082.00 1320 8 1 93,720$ 0.055 0.216 1.13 0.66 S119 1072.31 7.44 0.013 0.00120 0.179 0.270 1.20 0.00334 Slover Avenue Cypress Avenue S119 1072.31 1081.00 1320 8 1 93,720$ 0.055 0.441 1.87 0.44 S116 1045.12 8.02 0.013 0.00500 0.179 0.552 2.45 0.00334 Slover Avenue Oleander Avenue S118 1065.71 1076.00 1320 8 1 93,720$ 0.055 0.441 1.87 0.44 S115 1044.58 9.62 0.013 0.00500 0.179 0.552 2.45 0.00334 Slover Avenue T1SR5W 19SW 30%0.055 mgd Citrus Avenue S117 1059.11 1064.50 1320 8 1 93,720$ 0.110 0.454 2.29 0.62 S116 1045.12 4.72 0.013 0.00530 0.337 0.568 2.52 0.00334 Slover Avenue Catawba Avenue S117 1052.12 1059.00 1320 8 1 93,720$ 0.110 0.454 2.29 0.62 S115 1044.58 6.22 0.013 0.00530 0.337 0.568 2.52 0.00334 Slover Avenue T1SR6W 24SE 50%0.077 mgd Poplar Avenue S116 1045.12 1049.12 110 8 1 7,810$ 0.187 0.395 2.41 1.00 S115 1044.58 3.33 0.013 0.00400 0.544 0.494 2.19 0.00334 Slover Avenue S115 1044.58 1048.90 312 8 1 22,187$ 0.187 0.395 2.41 1.00 S114 1043.23 3.65 0.013 0.00400 0.544 0.494 2.19 0.00334 Slover Avenue S114 1043.23 1048.10 160 8 1 11,360$ 0.187 0.395 2.41 1.00 S113 1042.49 4.20 0.013 0.00400 0.544 0.494 2.19 0.00334 Slover Avenue S113 1042.49 1047.70 100 8 1 7,097$ 0.187 1.669 6.67 0.39 S112 1035.23 4.54 0.013 0.07160 0.544 2.089 9.26 0.00334 Slover Avenue S112 1034.90 1047.30 283 12 1 28,617$ 0.187 1.008 2.04 0.52 S111 1033.95 11.40 0.013 0.00300 0.544 1.261 0.00194 Slover Avenue S111 1033.95 1046.40 283 12 1 28,617$ 0.187 1.008 2.04 0.52 S110 1033.00 11.45 0.013 0.00300 0.544 1.261 2.48 0.00194 Slover Avenue Elm Avenue S110 1033.00 1045.50 296 12 1 29,926$ 0.187 1.352 2.53 0.44 S109 1031.30 11.50 0.013 0.00540 0.544 1.692 3.33 0.00194 Slover Avenue S109 1031.30 1043.30 302 12 1 30,474$ 0.187 1.981 3.30 0.36 S108 1027.70 11.00 0.013 0.01160 0.544 2.479 4.89 0.00194 Slover Avenue Sultana Avenue S108 1027.70 1040.80 353 12 1 35,687$ 0.187 1.008 2.04 0.52 S107 1026.54 12.10 0.013 0.00300 0.544 1.261 2.48 0.00194 Slover Avenue Fremontia Avenue S107 1026.54 1039.90 367 12 1 37,033$ 0.187 1.008 2.04 0.52 S106 1025.34 12.36 0.013 0.00300 0.544 1.261 2.48 0.00194 Slover Avenue SW Industrial Park 5% T1SR6W 24SW 40%0.178 mgd Beech Avenue S106 1025.34 1039.10 287 12 1 28,953$ 0.365 1.008 2.48 0.74 S105 1024.38 12.76 0.013 0.00300 0.999 1.261 2.48 0.00194 Slover Avenue S105 1024.38 1037.50 328 12 1 33,106$ 0.365 1.104 2.63 0.70 S104 1023.10 12.12 0.013 0.00360 0.999 1.381 2.72 0.00194 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Slover Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Slover Avenue S104 1023.10 1035.40 293 12 1 29,641$ 0.365 1.764 3.65 0.53 S103 1020.30 11.30 0.013 0.00920 0.999 2.208 4.35 0.00194 Slover Avenue S103 1020.30 1032.40 370 12 1 37,382$ 0.365 1.716 3.57 0.54 S102 1016.98 11.10 0.013 0.00870 0.999 2.147 4.23 0.00194 Slover Avenue Hemlock Avenue S102 1016.98 1029.40 660 12 1 66,660$ 0.365 5.284 7.80 0.30 S101 1014.90 11.42 0.013 0.08250 0.999 6.612 13.03 0.00194 Slover Avenue S101 1014.90 1029.60 660 12 1 66,660$ 0.365 3.023 5.45 0.39 S99 997.58 13.70 0.013 0.02700 0.999 3.782 7.45 0.00194 Slover Avenue T1SR6W 23SE 40%0.051 mgd Live Oak Avenue S99 997.08 1025.00 1320 18 1 190,080$ 0.416 4.166 3.04 0.36 S98 989.29 26.42 0.013 0.00590 1.125 5.213 4.57 0.00113 Cherry Avenue Redwood Avenue S98 989.29 1012.00 1320 18 1 190,080$ 0.416 4.166 3.04 0.36 S97 981.50 21.21 0.013 0.00590 1.125 5.213 4.57 0.00113 Cherry Avenue SW Industrial Park 5% T1SR6W 23SW 70% 23SE 30%0.096 mgd Slover Avenue S97 981.50 993.00 1000 18 1 144,000$ 0.512 1.955 1.90 0.60 S96 980.20 10.00 0.013 0.00130 1.361 2.447 2.14 0.00113 Cherry Avenue Aliso Drive S96 980.20 990.00 1200 18 1 172,800$ 0.512 1.955 1.90 0.60 S95 975.75 8.30 0.013 0.00130 1.361 2.447 2.14 0.00113 Cherry Avenue S95 978.64 977.00 440 21 1 72,600$ 0.512 1.636 1.23 0.67 S94 #VALUE!-3.39 0.013 0.00040 1.361 2.047 1.32 0.00092 Cherry Avenue T1SR6W 26NW, 27NE 60%, 27SE 50%0.111 mgd Santa Ana Avenue S94 978.47 975.00 1200 21 1 198,000$ 0.623 3.749 2.33 0.46 S93 -1.75 -5.22 0.013 0.00210 1.626 4.691 3.02 0.00092 Cherry Avenue S93 975.95 953.00 900 21 1 148,500$ 0.623 1.829 1.42 0.69 S92 -1.75 -24.70 0.013 0.00050 1.626 2.289 1.47 0.00092 Cherry Avenue S92 975.50 937.00 540 21 1 89,100$ 0.623 3.566 2.27 0.47 35566 923.18 -40.25 0.013 0.00190 1.626 4.462 2.87 0.00092 Discharge to Jurupa Avenue 42" Sewer MH 35566 Job #:86025.028 Cost of Improvements $2,268,689 Date:18-May-00 0.623 mgd avg 1.626 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Slover Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $2,268,689 Flows in Year 2005 Date:18-May-00 0 1 2 3 4 5 6 7 Sierra AvenueJuniper AvenueCypress AvenueOleander AvenueCitrus AvenueCatawba AvenuePoplar AvenueS115S114S113S112S111Elm AvenueS109Sultana AvenueFremontia AvenueBeech AvenueS105S104S103Hemlock AvenueS101Live Oak AvenueRedwood AvenueCherry AvenueAliso DriveS95Santa Ana AvenueS93Jurupa SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Tamarind Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Tamarind Avenue T1SR5W 5NE 15%0.025 mgd Baseline Avenue 13222 1400.98 1409.57 68 8 1 0.025 0.846 2.40 0.22 13223 1399.73 7.92 0.013 0.01840 0.088 1.059 4.70 0.00334 Tamarind Avenue 13223 1399.73 1407.78 352 8 1 0.025 0.846 2.40 0.22 13224 1393.26 7.38 0.013 0.01840 0.088 1.059 4.70 0.00334 Tamarind Avenue 13224 1393.26 1401.31 32 8 1 0.025 0.846 2.40 0.22 13225 1392.67 7.38 0.013 0.01840 0.088 1.059 4.70 0.00334 Tamarind Avenue 13225 1392.67 1400.92 310 8 1 0.025 0.846 2.40 0.22 13226 1386.96 7.58 0.013 0.01840 0.088 1.059 4.70 0.00334 Tamarind Avenue 13226 1386.96 1445.80 421 8 1 0.025 0.837 2.40 0.22 13176 1379.39 58.17 0.013 0.01800 0.088 1.047 4.64 0.00334 Tamarind Avenue 13176 1379.39 1385.52 228 8 1 0.025 0.579 1.80 0.27 13172 1377.43 5.46 0.013 0.00860 0.088 0.724 3.21 0.00334 Tamarind Avenue 13172 1377.43 1385.02 303 8 1 0.025 0.395 1.36 0.33 13173 1376.22 6.92 0.013 0.00400 0.088 0.494 2.19 0.00334 Tamarind Avenue 13173 1376.22 1383.95 120 8 1 0.025 0.395 1.36 0.33 13216 1375.74 7.06 0.013 0.00400 0.088 0.494 2.19 0.00334 Tamarind Avenue 13216 1375.74 1382.95 198 8 1 0.025 0.873 2.40 0.22 13217 1371.85 6.54 0.013 0.01960 0.088 1.093 4.85 0.00334 Tamarind Avenue 13217 1371.85 1415.37 362 8 1 0.025 0.395 1.36 0.33 13219 1370.40 42.85 0.013 0.00400 0.088 0.494 2.19 0.00334 Tamarind Avenue 13219 1370.40 1377.25 268 8 1 0.025 0.395 1.36 0.33 13220 1369.33 6.18 0.013 0.00400 0.088 0.494 2.19 0.00334 Tamarind Avenue 13220 1369.33 1376.70 292 8 1 0.025 0.395 1.36 0.33 13221 1368.16 6.70 0.013 0.00400 0.088 0.494 2.19 0.00334 Tamarind Avenue 13221 1368.16 1375.97 316 8 1 0.025 0.789 2.25 0.23 13229 1363.11 7.14 0.013 0.01600 0.088 0.988 4.38 0.00334 Tamarind Avenue 13229 1363.11 1370.25 104 8 1 0.025 0.789 2.25 0.23 13230 1361.45 6.47 0.013 0.01600 0.088 0.988 4.38 0.00334 Tamarind Avenue T1SR5W 5NE 45%0.076 mgd 13230 1361.45 1368.93 415 8 1 0.101 0.711 3.08 0.46 13212 1356.06 6.81 0.013 0.01300 0.312 0.890 3.95 0.00334 Tamarind Avenue Miller Avenue 13212 1356.06 1361.40 282 8 1 0.101 0.749 3.17 0.45 13231 1352.00 4.67 0.013 0.01440 0.312 0.937 4.15 0.00334 Tamarind Avenue 13231 1352.00 1357.00 250 8 1 0.101 0.837 3.47 0.42 13233 1347.50 4.33 0.013 0.01800 0.312 1.047 4.64 0.00334 Tamarind Avenue 13233 1347.50 1352.60 48 8 1 0.101 0.967 3.83 0.39 13271 1346.36 4.43 0.013 0.02400 0.312 1.210 5.36 0.00334 Tamarind Avenue 13271 1346.36 1348.70 277 8 1 0.101 0.967 3.83 0.39 13276 1339.70 1.67 0.013 0.02400 0.312 1.210 5.36 0.00334 Tamarind Avenue 13276 1339.70 1357.10 165 8 1 0.101 0.624 2.76 0.50 13277 1338.05 16.73 0.013 0.01000 0.312 0.781 3.46 0.00334 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Tamarind Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Tamarind Avenue 13277 1338.05 1344.50 165 8 1 0.101 0.660 2.91 0.48 13284 1336.20 5.78 0.013 0.01120 0.312 0.826 3.66 0.00334 Tamarind Avenue 13284 1336.20 1341.30 520 8 1 0.101 0.624 2.76 0.50 13290 1331.00 4.43 0.013 0.01000 0.312 0.781 3.46 0.00334 Tamarind Avenue 13290 1331.00 1336.00 334 8 1 0.101 0.830 3.47 0.42 13291 1327.25 4.33 0.013 0.01770 0.312 1.039 4.61 0.00334 Tamarind Avenue 13291 1327.25 1332.60 375 8 1 0.101 0.830 3.47 0.42 13296 1324.08 4.68 0.013 0.01770 0.312 1.039 4.61 0.00334 Tamarind Avenue 13296 1324.08 1331.00 103 8 1 0.101 0.695 2.99 0.47 13302 1318.26 6.25 0.013 0.01240 0.312 0.869 3.85 0.00334 Tamarind Avenue 13302 1318.26 1325.80 271 8 1 0.101 0.711 3.08 0.46 13303 1314.81 6.87 0.013 0.01300 0.312 0.890 3.95 0.00334 Tamarind Avenue 13303 1314.81 1321.50 300 8 1 0.101 0.764 3.26 0.44 13308 1310.31 6.02 0.013 0.01500 0.312 0.956 4.24 0.00334 Tamarind Avenue T1SR5W 5SE 70%0.117 mgd Foothill Blvd 13308 1310.31 1317.40 361 8 1 25,664$ 0.219 0.611 3.41 0.76 18124 1306.84 6.42 0.013 0.00960 0.627 0.765 3.39 0.00334 Tamarind Avenue 18124 1306.84 1312.90 484 8 1 0.219 0.624 3.45 0.75 18125 1302.00 5.39 0.013 0.01000 0.627 0.781 3.46 0.00334 Tamarind Avenue 18125 1302.00 1308.90 614 8 1 0.219 0.678 3.66 0.71 18126 1294.76 6.23 0.013 0.01180 0.627 0.848 3.76 0.00334 Tamarind Avenue 18126 1294.76 1303.30 451 8 1 32,043$ 0.219 0.544 3.13 0.83 18127 1291.33 7.87 0.013 0.00760 0.627 0.681 3.02 0.00334 Tamarind Avenue 18127 1291.33 1297.50 192 8 1 0.219 0.946 4.63 0.58 18128 1286.92 5.50 0.013 0.02300 0.627 1.184 5.25 0.00334 Tamarind Avenue 18128 1286.92 1293.94 163 8 1 0.219 0.946 4.63 0.58 18129 1283.17 6.35 0.013 0.02300 0.627 1.184 5.25 0.00334 Tamarind Avenue 18129 1283.00 1290.60 374 10 1 0.219 1.012 3.08 0.56 18130 1280.01 6.77 0.013 0.00800 0.627 1.266 3.59 0.00248 Tamarind Avenue 18130 1280.01 1285.70 380 10 1 0.219 1.422 3.96 0.46 18131 1274.01 4.86 0.013 0.01580 0.627 1.779 5.05 0.00248 Tamarind Avenue 18131 1274.01 1379.20 350 10 1 0.219 1.435 3.96 0.46 18132 1268.37 104.36 0.013 0.01610 0.627 1.796 5.10 0.00248 Tamarind Avenue 18132 1268.37 1274.20 104 10 1 0.219 1.530 4.20 0.44 18134 1266.46 5.00 0.013 0.01830 0.627 1.915 5.43 0.00248 Tamarind Avenue T1SR5W 8NE 50%0.094 mgd Arrow Blvd 18134 1266.46 1273.50 403 10 1 0.312 1.314 4.09 0.58 18135 1261.02 6.21 0.013 0.01350 0.867 1.645 4.67 0.00248 Tamarind Avenue 18135 1261.02 1265.50 300 10 1 0.312 1.730 4.92 0.50 18136 1254.00 3.65 0.013 0.02340 0.867 2.165 6.15 0.00248 Tamarind Avenue 18136 1254.00 1260.90 300 10 1 0.312 1.390 4.27 0.56 18137 1249.47 6.07 0.013 0.01510 0.867 1.739 4.94 0.00248 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Tamarind Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Tamarind Avenue 18137 1249.47 1255.85 305 10 1 0.312 1.186 3.77 0.62 18138 1246.11 5.55 0.013 0.01100 0.867 1.485 4.21 0.00248 Tamarind Avenue 18138 1246.11 1251.80 329 10 1 0.312 1.234 3.93 0.60 18139 1242.20 4.86 0.013 0.01190 0.867 1.544 4.38 0.00248 Tamarind Avenue 18139 1242.03 1247.10 343 12 1 0.312 2.995 5.08 0.37 18140 1232.94 4.07 0.013 0.02650 0.867 3.747 7.38 0.00194 Tamarind Avenue 18140 1232.94 1241.70 153 12 1 0.312 1.867 3.60 0.48 18141 1231.36 7.76 0.013 0.01030 0.867 2.336 4.60 0.00194 Tamarind Avenue 18141 1231.36 1238.10 178 12 1 0.312 1.867 3.60 0.48 18142 1229.53 5.74 0.013 0.01030 0.867 2.336 4.60 0.00194 Tamarind Avenue 18142 1229.53 1235.90 511 12 1 0.312 1.867 3.60 0.48 18143 1224.27 5.37 0.013 0.01030 0.867 2.336 4.60 0.00194 Tamarind Avenue T1SR5W 8SE 50%0.090 mgd Merrill Avenue 18143 1224.27 1230.70 489 12 1 0.402 1.539 3.36 0.61 23131 1220.85 5.43 0.013 0.00700 1.091 1.926 3.80 0.00194 Tamarind Avenue 23131 1220.85 1226.80 306 12 1 0.402 2.334 4.53 0.48 23132 1215.93 4.95 0.013 0.01610 1.091 2.921 5.76 0.00194 Tamarind Avenue 23132 1215.93 1223.80 444 12 1 0.402 1.840 3.81 0.55 23155 1211.49 6.87 0.013 0.01000 1.091 2.302 4.54 0.00194 Tamarind Avenue 23155 1211.49 1217.80 370 12 1 0.402 2.691 5.07 0.44 23156 1203.57 5.31 0.013 0.02140 1.091 3.367 6.64 0.00194 Tamarind Avenue 23156 1203.57 1211.50 370 12 1 0.402 1.539 3.36 0.61 23157 1200.98 6.93 0.013 0.00700 1.091 1.926 3.80 0.00194 Tamarind Avenue 23157 1200.98 1205.90 370 12 1 0.402 2.440 4.65 0.47 23143 1194.47 3.92 0.013 0.01760 1.091 3.054 6.02 0.00194 Tamarind Avenue 23143 1194.47 1200.60 505 12 1 0.402 1.716 3.65 0.57 23161 1190.08 5.13 0.013 0.00870 1.091 2.147 4.23 0.00194 Tamarind Avenue 23161 1190.08 1197.80 612 12 1 0.402 1.614 3.50 0.59 23162 1185.37 6.72 0.013 0.00770 1.091 2.020 3.98 0.00194 Tamarind Avenue 23162 1185.37 1194.90 250 12 1 0.402 1.539 3.36 0.61 23146 1183.62 8.53 0.013 0.00700 1.091 1.926 3.80 0.00194 Tamarind Avenue T1SR5W 17NE 25%0.043 mgd Randall Avenue 23146 1183.62 1190.40 325 12 1 0.445 1.656 3.69 0.61 23171 1180.99 5.78 0.013 0.00810 1.196 2.072 4.08 0.00194 Tamarind Avenue 23171 1180.99 1186.20 325 12 1 0.445 2.697 5.10 0.47 23172 1174.00 4.21 0.013 0.02150 1.196 3.375 6.65 0.00194 Tamarind Avenue 23172 1174.00 1181.30 168 12 1 0.445 1.614 3.61 0.62 23173 1172.71 6.30 0.013 0.00770 1.196 2.020 3.98 0.00194 Tamarind Avenue 23173 1172.71 1178.40 157 12 1 0.445 1.614 3.61 0.62 23174 1171.50 4.69 0.013 0.00770 1.196 2.020 3.98 0.00194 Tamarind Avenue 23174 1171.50 1177.00 199 12 1 0.445 2.040 4.27 0.54 23177 1169.05 4.50 0.013 0.01230 1.196 2.553 5.03 0.00194 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Tamarind Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Tamarind Avenue 23177 1168.80 1174.15 385 15 1 0.445 3.699 4.18 0.39 23111 1164.06 4.10 0.013 0.01230 1.196 4.629 5.84 0.00144 Tamarind Avenue Alder Ave Sewer 1.631 mgd 23111 1164.06 1172.70 1337 15 1 164,410$ 2.075 1.827 6.13 1.00 23180 1160.05 7.39 0.013 0.00300 4.859 2.286 2.88 0.00144 Tamarind Avenue 23180 1160.05 1169.90 260 15 1 31,980$ 2.075 1.827 6.13 1.00 23181 1159.27 8.60 0.013 0.00300 4.859 2.286 2.88 0.00144 Tamarind Avenue 23181 1159.27 1166.00 213 15 1 26,240$ 2.075 1.827 6.13 1.00 23182 1158.63 5.48 0.013 0.00300 4.859 2.286 2.88 0.00144 Grevillea Avenue Tamarind Avenue 23182 1158.63 1162.60 337 15 1 41,410$ 2.075 1.827 6.13 1.00 23185 1157.62 2.72 0.013 0.00300 4.859 2.286 2.88 0.00144 Grevillea Avenue 23185 1157.62 1163.80 330 15 1 40,590$ 2.075 1.827 6.13 1.00 23186 1156.63 4.93 0.013 0.00300 4.859 2.286 2.88 0.00144 Grevillea Avenue T1SR5W 17SE 20%0.036 mgd 23186 1156.63 1164.50 330 15 1 40,590$ 2.111 1.827 6.22 1.00 23187 1155.64 6.62 0.013 0.00300 4.935 2.286 2.88 0.00144 Grevillea Avenue 23187 1155.64 1164.50 303 15 1 37,273$ 2.111 1.916 6.22 1.00 23188 1154.64 7.61 0.013 0.00330 4.935 2.398 3.02 0.00144 Discharge to Palmetto San Bernardino Ave Sewer MH 23188 Job #:86025.028 Cost of Improvements $440,200 Date:18-May-00 2.111 mgd avg 4.935 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Tamarind Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $440,200 Flows in Year 2005 Date:18-May-00 0 1 2 3 4 5 6 Baseline Avenue1322313224132251322613176131721317313216132171321913220132211322913230Miller Avenue1323113233132711327613277132841329013291132961330213303Foothill Blvd181241812518126181271812818129181301813118132Arrow Blvd1813518136181371813818139181401814118142Merrill Avenue2313123132231552315623157231432316123162Randall Avenue2317123172231732317423177Alder Sewer2318023181Grevillea Avenue2318523186San BernardinoManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Valley Blvd East Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Prop San Bernardino AveT1SR5W 16 SW 70%0.119 mgd 27700 1125.86 1132.95 360 12 1 36,320$ 0.119 2.909 3.86 0.24 27600 1116.87 6.09 0.013 0.02500 0.361 3.640 7.17 0.00194 Prop Alder Ave San Bernardino Avenue 27600 1116.87 1123.40 368 12 1 37,168$ 0.119 0.920 1.73 0.43 27500 1115.95 5.53 0.013 0.00250 0.361 1.151 2.27 0.00194 Prop Marigold Ave Alder Avenue 27500 1115.95 1124.40 388 12 1 39,188$ 0.119 0.920 1.73 0.43 27400 1114.98 7.45 0.013 0.00250 0.361 1.151 2.27 0.00194 Prop Palmetto Ave Marigold Avenue 27400 1114.98 1125.00 400 12 1 40,400$ 0.119 0.982 1.79 0.42 27016 1125.86 9.02 0.013 0.00285 0.361 1.229 2.42 0.00194 Valley Blvd T1SR5W 20NE, 20SE 50%0.246 mgd Palmetto Avenue 27016 1125.86 1132.95 360 8 1 0.246 0.987 4.94 0.60 27151 1116.87 6.42 0.013 0.02500 0.698 1.234 5.47 0.00334 Valley Blvd 27151 1116.87 1123.40 368 8 1 26,128$ 0.246 0.312 3.09 1.00 27152 1115.95 5.86 0.013 0.00250 0.698 0.390 1.73 0.00334 Valley Blvd 27152 1115.95 1124.40 388 8 1 27,548$ 0.246 0.312 3.09 1.00 27153 1114.98 7.78 0.013 0.00250 0.698 0.390 1.73 0.00334 Valley Blvd 27153 1114.98 1125.00 173 8 1 12,290$ 0.246 0.333 3.09 1.00 27066 1114.49 9.35 0.013 0.00285 0.698 0.417 1.85 0.00334 Valley Blvd Mango Avenue 27066 1114.32 1122.30 368 10 1 31,648$ 0.246 0.566 2.11 0.89 27067 1113.40 7.15 0.013 0.00250 0.698 0.708 2.01 0.00248 Valley Blvd 27067 1113.40 1122.40 354 10 1 30,477$ 0.246 0.604 2.23 0.83 27068 1112.39 8.17 0.013 0.00285 0.698 0.756 2.14 0.00248 Valley Blvd 27068 1112.39 1122.39 262 10 1 0.246 0.733 2.57 0.72 27069 1111.29 9.17 0.013 0.00420 0.698 0.917 2.60 0.00248 Valley Blvd 27069 1111.29 1122.00 181 10 1 15,562$ 0.246 0.669 2.40 0.77 27070 1110.66 9.88 0.013 0.00350 0.698 0.837 2.38 0.00248 Valley Blvd T1SR5W 20NW 0.306 mgd Sierra Avenue 27070 1110.49 1122.00 441 12 1 44,532$ 0.552 0.863 2.87 1.00 27071 1109.52 10.51 0.013 0.00220 1.455 1.080 2.13 0.00194 Valley Blvd 27071 1109.52 1121.50 332 12 1 33,514$ 0.552 0.863 2.87 1.00 27072 1108.79 10.98 0.013 0.00220 1.455 1.080 2.13 0.00194 Valley Blvd 27072 1108.79 1121.50 332 12 1 33,514$ 0.552 0.863 2.87 1.00 27073 1108.06 11.71 0.013 0.00220 1.455 1.080 2.13 0.00194 Valley Blvd 27073 1108.06 1119.00 323 12 1 32,595$ 0.552 0.863 2.87 1.00 27074 1107.35 9.94 0.013 0.00220 1.455 1.080 2.13 0.00194 Valley Blvd Juniper Avenue 27074 1107.35 1118.00 373 12 1 37,645$ 0.552 0.863 2.87 1.00 27075 1106.53 9.65 0.013 0.00220 1.455 1.080 2.13 0.00194 Valley Blvd 27075 1106.53 1116.80 295 12 1 29,841$ 0.552 0.863 2.87 1.00 27076 1105.88 9.27 0.013 0.00220 1.455 1.080 2.13 0.00194 Valley Blvd 27076 1105.88 1116.60 327 12 1 33,055$ 0.552 0.863 2.87 1.00 27077 1105.16 9.72 0.013 0.00220 1.455 1.080 2.13 0.00194 Valley Blvd 27077 1105.16 115.80 332 12 1 33,514$ 0.552 0.863 2.87 1.00 27065 1104.43 -990.36 0.013 0.00220 1.455 1.080 2.13 0.00194 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Valley Blvd East Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Diversion Manhole Cypress Sewer is below Valley Blvd Sewer 0.552 mgd into manhole 0%Discharge to Valley Blvd Sewer MH 27065 100%Discharge to Cypress Ave Sewer MH 27168 Valley Blvd T1SR5W 19NE 0.193 mgd Manhole Discharge 0.000 mgd 27065 1104.43 1115.30 375 12 1 0.193 0.901 1.91 0.56 27078 1103.53 9.87 0.013 0.00240 0.560 1.128 2.22 0.00194 Valley Blvd 27078 1103.53 1113.40 329 12 1 0.193 0.901 1.91 0.56 27079 1102.74 8.87 0.013 0.00240 0.560 1.128 2.22 0.00194 Valley Blvd 27079 1102.74 1111.80 329 12 1 0.193 0.901 1.91 0.56 27080 1101.95 8.06 0.013 0.00240 0.560 1.128 2.22 0.00194 Valley Blvd 27080 1101.95 1110.00 337 12 1 0.193 0.901 1.91 0.56 27081 1101.14 7.05 0.013 0.00240 0.560 1.128 2.22 0.00194 Valley Blvd Oleander Avenue 27081 1101.14 1108.40 400 12 1 0.193 1.041 2.10 0.52 27082 1099.86 6.26 0.013 0.00320 0.560 1.302 2.57 0.00194 Valley Blvd 27082 1099.86 1107.80 381 12 1 0.193 1.041 2.10 0.52 27083 1098.64 6.94 0.013 0.00320 0.560 1.302 2.57 0.00194 Valley Blvd 27083 1098.64 1105.00 353 12 1 0.193 1.041 2.10 0.52 27084 1097.51 5.36 0.013 0.00320 0.560 1.302 2.57 0.00194 Valley Blvd 27084 1097.51 1102.80 360 12 1 0.193 1.234 2.39 0.47 27006 1095.89 4.29 0.013 0.00450 0.560 1.544 3.04 0.00194 Valley Blvd T1SR5W 19NW, T1SR6W 24NE, Fontana Auto Mall 0.401 mgd Citrus Avenue 27006 1095.14 1101.00 471 21 1 0.594 6.122 3.21 0.35 26076 1092.50 4.11 0.013 0.00560 1.557 7.661 4.93 0.00092 Valley Blvd 26076 1092.50 1098.90 400 21 1 0.594 7.542 3.63 0.32 26075 1089.10 4.65 0.013 0.00850 1.557 9.438 6.07 0.00092 Valley Blvd 26075 1089.10 1097.00 471 21 1 0.594 7.542 3.63 0.32 26068 1085.10 6.15 0.013 0.00850 1.557 9.438 6.07 0.00092 Valley Blvd 26068 1085.10 1095.30 479 21 1 0.594 7.542 3.63 0.32 26073 1081.03 8.45 0.013 0.00850 1.557 9.438 6.07 0.00092 Valley Blvd 26073 1081.03 1090.30 451 21 1 0.594 7.542 3.63 0.32 26072 1077.20 7.52 0.013 0.00850 1.557 9.438 6.07 0.00092 Valley Blvd 26072 1077.20 1088.80 360 21 1 0.594 7.542 3.63 0.32 26039 1074.14 9.85 0.013 0.00850 1.557 9.438 6.07 0.00092 Discharge to Poplar Avenue Sewer MH 26039 Job #:86025.028 Cost of Improvements $574,938 Date:18-May-00 0.594 mgd avg 1.557 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Valley Blvd East Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $574,938 Flows in Year 2005 Date:18-May-00 0 1 2 3 4 5 6 7 8 9 10 27700Alder AvenueMarigold AvenuePalmetto AvenueValley Blvd271512715227153Mango Avenue270672706827069Sierra Avenue270712707227073Juniper Avenue270752707627077Cypress Sewer270782707927080Oleander Avenue270822708327084Oleander Avenue26076260752606826073Poplar SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Walnut Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Cypress Ave 0.000 mgd 9176 1495.33 1503.90 127 8 1 0.000 0.876 1.53 0.01 9177 1492.83 7.90 0.013 0.01970 0.001 1.096 4.86 0.00334 Cypress Ave 9177 1492.83 1500.73 441 8 1 0.000 1.035 1.53 0.01 9178 1480.69 7.23 0.013 0.02750 0.001 1.295 5.74 0.00334 Cypress Ave 9178 1480.69 1488.64 400 8 1 0.000 0.942 1.53 0.01 9179 1471.57 7.28 0.013 0.02280 0.001 1.179 5.23 0.00334 Cypress Ave 9179 1471.57 1479.42 401 8 1 0.000 0.919 1.53 0.01 9180 1462.87 7.18 0.013 0.02170 0.001 1.150 5.10 0.00334 Cypress Ave 9180 1462.87 1470.82 404 8 1 0.000 0.950 1.53 0.01 9181 1453.50 7.28 0.013 0.02320 0.001 1.189 5.27 0.00334 Walnut Street T1NR5W 31NE 50%, 31NW 25%0.095 mgd Cypress Avenue 9181 1453.50 1462.00 394 8 1 0.095 0.452 2.17 0.58 9182 1451.43 7.83 0.013 0.00525 0.294 0.566 2.51 0.00334 Walnut Street 9182 1451.43 1460.66 389 8 1 0.095 0.452 2.17 0.58 9183 1449.39 8.56 0.013 0.00525 0.294 0.566 2.51 0.00334 Walnut Street 9183 1449.39 1459.16 390 8 1 0.095 0.452 2.17 0.58 9184 1447.34 9.10 0.013 0.00525 0.294 0.566 2.51 0.00334 Walnut Street 9184 1447.34 1457.75 225 8 1 0.095 0.395 2.00 0.62 9190 1446.44 9.74 0.013 0.00400 0.294 0.494 2.19 0.00334 Discharge to Oleander Drive Sewer Job #:86025.028 Cost of Improvements $0 Date:18-May-00 Benefit Area Budget Cost 0.095 mgd avg 0.294 mgd pk City of Fontana Sewer Model Engineering Resources Walnut Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $0 Flows in Year 2005 Date:18-May-00 0 0 0 1 1 1 1 1 91769177917891799180Walnut Street91829183Oleander SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Rialto Service Area North DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Slover Ave T1SR5W 20SE 50%, Empire Center 20%, 20SW 50%0.167 mgd 33050 1077.65 1087.44 240 10 1 0.167 0.800 2.41 0.56 33051 1076.45 8.96 0.013 0.00500 0.490 1.001 2.84 0.00248 Slover Ave 33051 1076.45 1089.42 464 10 1 0.167 0.800 2.41 0.56 33052 1074.13 12.14 0.013 0.00500 0.490 1.001 2.84 0.00248 Slover Ave 33052 1074.13 1091.07 440 10 1 0.167 0.800 2.41 0.56 33053 1071.93 16.11 0.013 0.00500 0.490 1.001 2.84 0.00248 Slover Ave 33053 1071.93 1092.98 1004 10 1 0.167 0.800 2.41 0.56 33054 1066.91 20.22 0.013 0.00500 0.490 1.001 2.84 0.00248 Slover Ave 33054 1066.91 1092.16 411 12 1 0.167 1.582 2.77 0.38 33055 1063.87 24.25 0.013 0.00740 0.490 1.980 3.90 0.00194 Slover Ave 33055 1063.87 1082.34 304 12 1 0.167 1.528 2.67 0.39 33056 1061.77 17.47 0.013 0.00690 0.490 1.912 3.77 0.00194 Slover Ave 33056 1061.77 1075.78 318 12 1 0.167 1.840 3.09 0.35 33057 1058.59 13.01 0.013 0.01000 0.490 2.302 4.54 0.00194 Slover Ave 33057 1058.59 1073.16 317 12 1 0.167 1.840 3.09 0.35 33058 1055.42 13.57 0.013 0.01000 0.490 2.302 4.54 0.00194 Santa Ana Ave Empire Center 25%0.093 mgd Slover Avenue 33058 1055.42 1069.58 320 12 1 0.260 1.840 3.41 0.44 33059 1052.22 13.16 0.013 0.01000 0.733 2.302 4.54 0.00194 Santa Ana Ave 33059 1052.22 1067.44 230 12 1 0.260 1.840 3.41 0.44 33060 1049.92 14.22 0.013 0.01000 0.733 2.302 4.54 0.00194 Santa Ana Ave 33060 1049.92 1065.44 284 12 1 0.260 2.137 3.87 0.40 33061 1046.09 14.52 0.013 0.01350 0.733 2.675 5.27 0.00194 Santa Ana Ave 33061 1046.09 1063.70 237 18 1 0.260 3.209 2.23 0.33 33062 1045.26 16.11 0.013 0.00350 0.733 4.015 3.52 0.00113 Santa Ana Ave 33062 1045.26 1065.00 400 18 1 0.260 1.955 1.61 0.42 33063 1044.74 18.24 0.013 0.00130 0.733 2.447 2.14 0.00113 Santa Ana Ave T1SR5W 29SW 50%, 29NW, Empire Center 40%0.222 mgd 33063 1044.74 1066.80 337 18 1 0.482 2.657 2.31 0.49 33064 1043.93 20.56 0.013 0.00240 1.287 3.325 2.91 0.00113 Santa Ana Ave T1SR5W 29NE 0.122 mgd 33064 1043.93 1065.78 396 18 1 0.604 2.657 2.45 0.55 33065 1042.98 20.35 0.013 0.00240 1.580 3.325 2.91 0.00113 Santa Ana Ave 33065 1042.98 1064.62 525 21 1 0.604 2.834 1.89 0.53 33066 1042.35 19.89 0.013 0.00120 1.580 3.546 2.28 0.00092 Santa Ana Ave 33066 1042.35 1066.51 800 21 1 0.604 2.834 1.89 0.53 28022 1041.39 22.41 0.013 0.00120 1.580 3.546 2.28 0.00092 Santa Ana Ave Rialto S (Tamarind)0.538 mgd 28022 1041.39 1060.00 1650 21 1 1.142 2.834 2.29 0.74 33067 1039.41 16.86 0.013 0.00120 2.822 3.546 2.28 0.00092 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Rialto Service Area North DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Santa Ana Ave 33067 1039.41 1060.41 817 21 1 1.142 2.834 2.29 0.74 33068 1038.43 19.25 0.013 0.00120 2.822 3.546 2.28 0.00092 Santa Ana Ave 33068 1038.43 1058.43 808 21 1 1.142 2.834 2.29 0.74 33069 1037.46 18.25 0.013 0.00120 2.822 3.546 2.28 0.00092 Santa Ana Ave 33069 1037.46 1057.46 808 21 1 1.142 2.834 2.29 0.74 33070 1036.49 18.25 0.013 0.00120 2.822 3.546 2.28 0.00092 Discharge to City of Rialto Job #:86025.028 Cost of Improvements $0 Date:18-May-00 1.142 mgd avg 2.822 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Rialto Service Area North DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $0 Flows in Year 2005 Date:18-May-00 0 1 1 2 2 3 3 4 4 5 3305033051330523305333054330553305633057Santa Ana Ave3305933060330613306233063330643306533066Tamarind Force Main3306733068RialtoManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Rialto Service Area South DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Via Larga South Park 50%0.034 mgd 33007 1055.75 1066.70 18 12 1 0.034 3.774 3.83 0.11 33008 1054.98 9.95 0.013 0.04210 0.116 4.723 9.31 0.00194 Via Larga 33008 1054.98 1066.55 305 12 1 0.034 1.163 1.41 0.22 33009 1053.76 10.57 0.013 0.00400 0.116 1.456 2.87 0.00194 Via Larga 33009 1053.76 1064.80 280 12 1 0.034 2.601 3.00 0.13 33010 1048.15 10.04 0.013 0.02000 0.116 3.255 6.42 0.00194 Via Larga 33010 1048.15 1059.89 360 12 1 0.034 1.163 1.41 0.22 33011 1046.71 10.74 0.013 0.00400 0.116 1.456 2.87 0.00194 Via Larga 33011 1046.71 1059.00 2070 12 1 0.034 1.163 1.41 0.22 33012 1038.43 11.29 0.013 0.00400 0.116 1.456 2.87 0.00194 Jurupa Ave T1SR5W 29SW 50%, Empire Center 15%0.116 mgd Via Larga 33012 1038.18 1054.72 340 15 1 0.151 1.827 1.88 0.34 33021 1037.16 15.29 0.013 0.00300 0.446 2.286 2.88 0.00144 Jurupa Ave 33021 1037.16 1054.81 410 15 1 0.151 1.827 1.88 0.34 33022 1035.93 16.40 0.013 0.00300 0.446 2.286 2.88 0.00144 Jurupa Ave 33022 1035.93 1052.64 413 15 1 0.151 1.827 1.88 0.34 33023 1034.69 15.46 0.013 0.00300 0.446 2.286 2.88 0.00144 Jurupa Ave 33023 1034.69 1050.47 420 15 1 0.151 1.827 1.88 0.34 33024 1033.43 14.53 0.013 0.00300 0.446 2.286 2.88 0.00144 Jurupa Ave 33024 1033.43 1049.60 257 15 1 0.151 1.827 1.88 0.34 33025 1032.66 14.92 0.013 0.00300 0.446 2.286 2.88 0.00144 Jurupa Ave 33025 1032.66 105.87 277 15 1 0.151 1.827 1.88 0.34 33026 1031.83 -928.04 0.013 0.00300 0.446 2.286 2.88 0.00144 Jurupa Ave 33026 1031.83 1052.95 433 15 1 0.151 1.827 1.88 0.34 33027 1030.53 19.87 0.013 0.00300 0.446 2.286 2.88 0.00144 Jurupa Ave 33027 1030.53 1054.20 433 15 1 0.151 1.827 1.88 0.34 33028 1029.23 22.42 0.013 0.00300 0.446 2.286 2.88 0.00144 Jurupa Ave South Park 50% T1SR5W 32NE 50%, 33NW 50%, 33SW0.202 mgd Volante Drive 33028 1029.23 1055.44 433 15 1 0.352 1.827 2.38 0.51 33029 1027.93 24.96 0.013 0.00300 0.967 2.286 2.88 0.00144 Jurupa Ave 33029 1027.93 1056.68 433 15 1 0.352 1.827 2.38 0.51 33030 1026.63 27.50 0.013 0.00300 0.967 2.286 2.88 0.00144 Jurupa Ave T1SR5W 32NE 50%0.007 mgd 33030 1026.63 1057.92 637 15 1 0.359 1.827 2.36 0.52 33031 1024.72 30.04 0.013 0.00300 0.985 2.286 2.88 0.00144 Tamarind Ave.Jurupa Avenue 33031 1024.72 1045.70 158 15 1 0.359 1.634 2.20 0.55 33032 1024.34 19.73 0.013 0.00240 0.985 2.045 2.58 0.00144 Tamarind Ave.Pump Station 33032 1024.59 1044.00 400 12 1 0.359 1.104 2.60 0.70 28017 1040.96 18.41 0.013 0.00360 0.985 1.381 2.72 0.00194 Tamarind Ave. 28017 1040.96 1044.00 400 12 1 0.359 1.104 2.60 0.70 28018 1043.10 2.04 0.013 0.00360 0.985 1.381 2.72 0.00194 Benefit Area Budget Cost Tamarind Ave. 28018 1043.10 1047.42 400 12 1 0.359 1.104 2.60 0.70 28019 1044.54 3.32 0.013 0.00360 0.985 1.381 2.72 0.00194 Tamarind Ave. 28019 1044.54 1050.74 400 12 1 0.359 2.153 4.20 0.47 28020 1050.03 5.20 0.013 0.01370 0.985 2.694 5.31 0.00194 City of Fontana Sewer Model Engineering Resources Rialto Service Area South DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2005 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Tamarind Ave. 28020 1050.03 1056.33 400 12 1 0.359 1.326 2.98 0.62 28021 1052.53 5.30 0.013 0.00520 0.985 1.660 3.27 0.00194 Tamarind Ave.T1SR5W 29SE, 33NE, 33NW 50%0.179 mgd 28021 1052.53 1058.61 400 12 1 0.538 0.882 2.80 1.00 28022 1053.61 5.08 0.013 0.00230 1.423 1.104 2.18 0.00194 Discharge to Rialto North (Santa Ana Ave) Job #:86025.028 Cost of Improvements $0 Date:18-May-00 0.538 mgd avg 1.423 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Rialto Service Area South DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $0 Flows in Year 2005 Date:18-May-00 0 1 1 2 2 3 3 4 4 5 5 3300733008330093301033011Jurupa Ave33021330223302333024330253302633027Volante Drive3302933030Tamarind Ave.Pump Station28017280182801928020Santa Ana AvenueManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Flow Generation Standards SEWER MASTER PLAN TABLE 5.2 Land Use Development (GAL/DAY) Type Description Per Net Acre Per Dwelling unit Equivalen t DU Per Acre Flow Per Acre (Net Acres) Flow Per Acre (Gross Acres) R-E Residential Estates 279 1 279 237 R-L Low Density Residential 279 3 837 711 R-IE Industrial Estates 279 3 837 711 R-PC Residential Planned Community 279 5 1395 1186 R-SF Single Family Residential 279 5 1395 1186 R-ML Medium-Low Density Residential 279 5 1395 1186 R-M Medium Density Residential 279 7 1953 1660 R-MH Medium High Density Residential 279 9 2511 2134 C-O Office Professional 1500 5.38 1500 1275 C-C Community Commercial 1500 5.38 1500 1275 C-G General Commercial 1500 5.38 1500 1275 C-R Regional Commercial 1500 5.38 1500 1275 CMU Community Mixed Use 1500 5.38 1500 1275 RMU Regional Mixed Use 1500 5.38 1500 1275 I-P Planned Industrial 1500 5.38 1500 1275 I-G General Industrial 1500 5.38 1500 1275 I-SP Industrial Specific Plan 1500 5.38 1500 1275 P-UC Utility Corridor 0 0 0 0 P-R Recreational 200 0.72 200 170 P-S School 2400 8.60 2400 2040 P-PF Public Facility 1500 5.38 1500 1275 P-I Institutional 4500 16.13 4500 3825 OS-N Natural Area 0 0 0 0 OS-R Resource Area 0 0 0 0 Job #:86025.03 Date:18-May-00 City of Fontana Sewer Model Engineering Resources Diversion Manholes DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Location Beech at Foothill Splitter Manhole 45%South to Beech 55%West to Foothill Beech at Arrow Splitter Manhole 0%South to Beech 100%West to Arrow Cherry at Foothill Splitter Manhole 20%South to Cherry 80%West to Foothill Cherry at Arrow Splitter Manhole 0%South to Cherry 100%West to Arrow Cherry at San Bernardino Splitter Manhole 0%South to Cherry 100%West to San Bernardino Citrus at Baseline Splitter Manhole 0%South to Citrus 100%West to Baseline Cypress at San Bernardino Splitter Manhole 0%South to Cypress 100%West to San Bernardino Cypress at Valley Diversion to Cypress 100%South to Cypress 0%West to Valley Jurupa Control Structure Existing Control Structure 100%South to 42"0%North to 21" Job #:86025.028 Date:18-May-00 City of Fontana Sewer Model Engineering Resources Cost of Improvements DESIGN GUIDE - Sewer Capacity Analysis Sewer Cost of Improvements Alder Avenue Sewer 844,694$ Arrow Highway Relief Sewer 3,036,000$ Baseline - Sierra Avenue Sewer 4,196,351$ Beech Lytle Creek Road Sewer 4,485,638$ Beech Avenue(South) Sewer -$ Cherry Avenue Sewer 1,484,780$ Citrus Avenue North Sewer 977,045$ Citrus Avenue Northeast Sewer 1,679,040$ County Line Road East Sewer -$ Cypress Avenue Sewer 111,709$ Cypress - Juniper Avenue Sewer 821,373$ East Avenue Sewer -$ Etiwanda Avenue Sewer 286,234$ Foothill Blvd Sewer 95,921$ Jurupa Ave 21" Sewer 1,434,241$ Jurupa Ave 42" Sewer 855,520$ Lime Avenue Sewer -$ Locust Avenue Sewer 321,270$ Mango Street Sewer 875,969$ Mulberry - Valley Blvd Sewer 2,400,385$ Oleander Drive Sewer 1,052,877$ Palmetto Avenue Sewer 550,201$ Poplar Avenue (North) Sewer -$ Poplar Avenue (South) Sewer 19,919$ San Bernardino Ave Sewer 6,484,545$ Slover Avenue Sewer 2,268,689$ Tamarind Avenue Sewer 518,126$ Valley Blvd East Sewer 597,462$ Walnut Avenue Sewer 99,282$ Rialto Service Area North 133,375$ Rialto Service Area South 40,400$ Total $35,671,047 % Diverted South % Diverted WestDeeper Sewer City of Fontana Sewer Model Engineering Resources Alder Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Alder Avenue T1SR5W 4NW 5%0.004 mgd 13177 1388.50 1396.90 96 8 1 0.004 1.044 2.15 0.07 13178 1385.81 7.73 0.013 0.02800 0.015 1.306 5.79 0.00334 Alder Avenue 13178 1385.81 1395.16 251 8 1 0.004 0.828 1.77 0.08 13179 1381.39 8.68 0.013 0.01760 0.015 1.036 4.59 0.00334 Alder Avenue 13179 1381.39 1389.97 352 8 1 0.004 0.828 1.77 0.08 13180 1375.20 7.91 0.013 0.01760 0.015 1.036 4.59 0.00334 Alder Avenue 13180 1375.20 1383.87 409 8 1 0.004 0.828 1.77 0.08 13181 1368.01 8.00 0.013 0.01760 0.015 1.036 4.59 0.00334 Alder Avenue 13181 1368.01 1376.67 367 8 1 0.004 0.660 1.49 0.09 13182 1363.90 7.99 0.013 0.01120 0.015 0.826 3.66 0.00334 Alder Avenue 13182 1363.90 1370.13 155 8 1 0.004 0.799 1.77 0.08 13183 1361.35 5.56 0.013 0.01640 0.015 1.000 4.43 0.00334 Alder Avenue 13183 1361.35 1366.70 330 8 1 0.004 0.818 1.77 0.08 13184 1355.67 4.68 0.013 0.01720 0.015 1.024 4.54 0.00334 Alder Avenue T1SR5W 5NE 40%, 4NW 95%, 4NE 0.217 mgd Miller Avenue 13184 1355.67 1361.00 170 8 1 0.221 0.818 4.15 0.64 13185 1352.75 4.66 0.013 0.01720 0.633 1.024 4.54 0.00334 Alder Avenue 13185 1352.75 1358.33 98 8 1 0.221 0.818 4.15 0.64 13186 1351.06 4.91 0.013 0.01720 0.633 1.024 4.54 0.00334 Alder Avenue 13186 1351.06 1356.50 362 8 1 0.221 0.944 4.57 0.59 13187 1342.77 4.77 0.013 0.02290 0.633 1.181 5.24 0.00334 Alder Avenue 13187 1342.77 1349.10 483 8 1 0.221 0.792 4.08 0.65 13188 1335.00 5.66 0.013 0.01610 0.633 0.991 4.39 0.00334 Alder Avenue 13188 1335.00 1341.20 176 8 1 0.221 0.784 4.08 0.65 13155 1332.22 5.53 0.013 0.01580 0.633 0.981 4.35 0.00334 Alder Avenue 13155 1332.22 1338.40 199 8 1 0.221 0.784 4.08 0.65 13189 1329.08 5.51 0.013 0.01580 0.633 0.981 4.35 0.00334 Alder Avenue 13189 1329.08 1335.00 293 8 1 0.221 0.823 4.15 0.64 13190 1323.98 5.25 0.013 0.01740 0.633 1.030 4.57 0.00334 Alder Avenue 13190 1323.98 1330.30 371 8 1 0.221 0.756 3.94 0.67 13191 1318.52 5.65 0.013 0.01470 0.633 0.947 4.20 0.00334 Alder Avenue 13400 1321.52 1327.00 204 8 1 0.221 0.756 3.94 0.67 13191 1318.52 4.81 0.013 0.01470 0.633 0.947 4.20 0.00334 Alder Avenue 13191 1318.52 1324.40 300 8 1 0.221 0.882 4.39 0.61 13192 1312.52 5.21 0.013 0.02000 0.633 1.104 4.90 0.00334 Alder Avenue 13192 1312.52 1318.60 299 8 1 0.221 0.806 4.15 0.64 13193 1307.52 5.41 0.013 0.01670 0.633 1.009 4.47 0.00334 Alder Avenue T1SR5W 4SW 80%, 4SE 50%, 5SE 30%0.309 mgd Foothill Blvd 13193 1307.52 1313.50 313 8 1 22,214$ 0.530 0.717 6.22 1.00 18077 1303.39 5.31 0.013 0.01320 1.404 0.897 3.98 0.00334 Benefit Area Budget Cost Alder Avenue 18077 1303.39 1308.80 250 8 1 17,750$ 0.530 0.683 6.22 1.00 18078 1300.39 4.74 0.013 0.01200 1.404 0.855 3.79 0.00334 Alder Avenue 18078 1300.39 1305.40 288 8 1 20,423$ 0.530 0.813 6.22 1.00 18079 1295.50 4.34 0.013 0.01700 1.404 1.018 4.51 0.00334 City of Fontana Sewer Model Engineering Resources Alder Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Alder Avenue 18079 1295.50 1300.90 331 8 1 23,505$ 0.530 0.792 6.22 1.00 18080 1290.17 4.73 0.013 0.01610 1.404 0.991 4.39 0.00334 Alder Avenue 18080 1290.17 1295.90 296 8 1 20,989$ 0.530 0.789 6.22 1.00 18081 1285.44 5.06 0.013 0.01600 1.404 0.988 4.38 0.00334 Alder Avenue 18081 1285.44 1290.90 334 8 1 23,714$ 0.530 0.925 6.22 1.00 18082 1278.37 4.79 0.013 0.02200 1.404 1.158 5.13 0.00334 Alder Avenue 18082 1278.37 1285.10 375 8 1 26,658$ 0.530 0.683 6.22 1.00 18083 1275.40 6.06 0.013 0.01200 1.404 0.855 3.79 0.00334 Alder Avenue 18083 1275.40 1281.00 103 8 1 7,313$ 0.530 0.882 6.22 1.00 18084 1270.40 4.93 0.013 0.02000 1.404 1.104 4.90 0.00334 Alder Avenue 18084 1270.40 1275.40 271 8 1 19,241$ 0.530 0.633 6.22 1.00 18085 1266.43 4.33 0.013 0.01030 1.404 0.792 3.51 0.00334 Alder Avenue T1SR5W 8NE 25%, 9NW 40%0.131 mgd Arrow Blvd 18085 1266.43 1270.20 50 8 1 3,525$ 0.662 1.286 7.61 1.00 18086 1264.32 3.10 0.013 0.04250 1.717 1.610 7.14 0.00334 Alder Avenue 18086 1264.32 1270.60 264 8 1 18,768$ 0.662 0.746 7.61 1.00 18087 1260.54 5.61 0.013 0.01430 1.717 0.934 4.14 0.00334 Alder Avenue 18087 1260.54 1266.80 299 8 1 21,213$ 0.662 0.797 7.61 1.00 18088 1255.67 5.59 0.013 0.01630 1.717 0.997 4.42 0.00334 Alder Avenue 18088 1255.67 1261.40 317 8 1 22,517$ 0.662 0.825 7.61 1.00 18089 1250.12 5.06 0.013 0.01750 1.717 1.033 4.58 0.00334 Alder Avenue 18089 1250.12 1256.70 350 8 1 24,850$ 0.662 0.592 7.61 1.00 18090 1246.97 5.91 0.013 0.00900 1.717 0.741 3.28 0.00334 Alder Avenue 18090 1246.97 1251.80 187 8 1 13,263$ 0.662 0.749 7.61 1.00 18091 1244.28 4.16 0.013 0.01440 1.717 0.937 4.15 0.00334 Alder Avenue 18091 1244.28 1251.00 58 8 1 4,109$ 0.662 0.749 7.61 1.00 18092 1243.45 6.05 0.013 0.01440 1.717 0.937 4.15 0.00334 Alder Avenue 18092 1243.28 1250.30 183 10 1 15,767$ 0.662 1.357 4.87 1.00 18093 1240.64 6.19 0.013 0.01440 1.717 1.699 4.82 0.00248 Alder Avenue 18093 1240.64 1245.30 464 10 1 39,925$ 0.662 1.453 5.37 0.85 18094 1232.98 3.83 0.013 0.01650 1.717 1.818 5.16 0.00248 Alder Avenue 18094 1232.98 1238.50 383 10 1 32,912$ 0.662 1.154 4.87 1.00 18095 1229.00 4.69 0.013 0.01040 1.717 1.444 4.10 0.00248 Alder Avenue 18095 1229.00 1234.00 445 10 1 38,277$ 0.662 1.488 5.49 0.83 18096 1221.30 4.17 0.013 0.01730 1.717 1.862 5.28 0.00248 Alder Avenue T1SR5W 8SE 25%, 9SW 50%0.145 mgd Merrill Avenue 18096 1221.30 1229.00 203 10 1 17,465$ 0.807 1.488 5.83 1.00 23061 1217.79 6.87 0.013 0.01730 2.056 1.862 5.28 0.00248 Alder Ave. 23061 1217.62 1225.00 358 12 1 36,111$ 0.807 1.572 4.05 1.00 23062 1215.01 6.38 0.013 0.00730 2.056 1.967 3.88 0.00194 Benefit Area Budget Cost Alder Avenue 23062 1215.01 1220.60 328 12 1 0.807 2.260 5.42 0.70 23059 1210.05 4.59 0.013 0.01510 2.056 2.829 5.57 0.00194 Alder Avenue 23059 1210.05 1215.52 91 12 1 0.807 2.081 5.11 0.74 23063 1208.89 4.47 0.013 0.01280 2.056 2.604 5.13 0.00194 City of Fontana Sewer Model Engineering Resources Alder Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Alder Avenue 23063 1208.89 1214.50 289 12 1 0.807 2.153 5.26 0.72 23064 1204.93 4.61 0.013 0.01370 2.056 2.694 5.31 0.00194 Alder Avenue 23064 1204.93 1210.80 109 12 1 0.807 2.153 5.26 0.72 23065 1203.43 4.87 0.013 0.01370 2.056 2.694 5.31 0.00194 Alder Avenue 23065 1203.43 1209.70 685 12 1 0.807 2.253 5.34 0.71 23066 1193.16 5.27 0.013 0.01500 2.056 2.819 5.56 0.00194 Alder Avenue Locust Sewer 0.688 mgd 23066 1193.16 1199.10 379 12 1 38,321$ 1.495 2.145 7.10 1.00 23068 1188.00 4.94 0.013 0.01360 3.604 2.684 5.29 0.00194 Alder Avenue 23068 1188.00 1194.00 461 12 1 46,560$ 1.495 2.184 7.10 1.00 23069 1181.50 5.00 0.013 0.01410 3.604 2.733 5.39 0.00194 Alder Avenue T1SR5W 16NW 75%, 17NE 25%0.190 mgd Randall Avenue 23069 1181.50 1188.80 631 12 1 63,774$ 1.684 1.539 7.92 1.00 23070 1177.08 6.30 0.013 0.00700 4.018 1.926 3.80 0.00194 Alder Avenue 23070 1177.08 1184.90 189 12 1 19,046$ 1.684 1.539 7.92 1.00 23071 1175.76 6.82 0.013 0.00700 4.018 1.926 3.80 0.00194 Alder Avenue 23071 1175.76 1181.75 89 12 1 8,946$ 1.684 1.539 7.92 1.00 23072 1175.14 4.99 0.013 0.00700 4.018 1.926 3.80 0.00194 Alder Avenue 23072 1175.14 1181.00 275 12 1 27,803$ 1.684 2.454 7.92 1.00 23073 1170.24 4.86 0.013 0.01780 4.018 3.071 6.05 0.00194 Alder Avenue 23073 1170.24 1176.50 225 12 1 22,682$ 1.684 1.998 7.92 1.00 23074 1167.59 5.26 0.013 0.01180 4.018 2.500 4.93 0.00194 Alder Avenue 23074 1167.59 1172.80 250 12 1 25,283$ 1.684 2.275 7.92 1.00 23075 1163.76 4.21 0.013 0.01530 4.018 2.847 5.61 0.00194 Alder Avenue 23075 1163.51 1168.90 385 15 1 1.684 4.125 6.48 0.73 23076 1157.62 4.14 0.013 0.01530 4.018 5.162 6.51 0.00144 Hawthorne Avenue T1SR5W 16SW 30%, 17SE 45%0.146 mgd Alder Avenue 23076 1157.62 1163.70 330 15 1 40,590$ 1.831 1.827 5.46 1.00 23077 1156.63 4.83 0.013 0.00300 4.334 2.286 2.88 0.00144 Hawthorne Avenue 23077 1156.63 1194.90 330 15 1 40,590$ 1.831 1.827 5.46 1.00 23078 1155.64 37.02 0.013 0.00300 4.334 2.286 2.88 0.00144 Hawthorne Avenue 23078 1155.64 1164.50 330 15 1 40,590$ 1.831 1.827 5.46 1.00 23111 1164.06 7.61 0.013 0.00300 4.334 2.286 2.88 0.00144 Discharge to Tamarind Ave MH 23111 Job #:86025.028 Cost of Improvements $844,694 Date:18-May-00 1.831 mgd avg 4.334 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Alder Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $844,694 Date:18-May-00 0 1 2 3 4 5 6 13177131781317913180131811318213183Miller Avenue13185131861318713188131551318913190134001319113192Foothill Blvd1807718078180791808018081180821808318084Arrow Blvd18086180871808818089180901809118092180931809418095Randall Avenue230612306223059230632306423065Locust Sewer2306823069230702307123072230732307423075Alder Avenue23077Tamarind SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Arrow Highway Relief Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Splitter Manhole Add Beech Avenue Sewer 2.903 mgd 2.903 mgd into manhole 100%Discharge to Arrow Route Sewer MH A1 0%Discharge to Beech Avenue Sewer MH 16C Arrow Route Manhole Discharge 7.336 2.903 mgd 16C 1239.91 5280 21 1 871,200$ 2.903 5.67 0.70 15D 1197.46 0.013 0.00804 6.593 9.180 5.91 0.00092 Splitter Manhole Add Cherry Avenue Sewer 1.214 mgd 4.117 mgd into manhole 100%Discharge to Arrow Route Sewer MH A2 0%Discharge to Cherry Avenue Sewer MH 15D Arrow Route Manhole Discharge 4.117 mgd 15D 1196.96 1157.00 5280 27 1 1,082,400$ 4.117 10.996 5.04 0.66 A1 1171.99 -42.21 0.013 0.00473 9.062 13.760 5.36 0.00066 Arrow Route T1SR6W 9NE, 10 NW 50%0.189 mgd Mulberry Avenue A1 1171.99 1157.00 5280 27 1 1,082,400$ 4.306 10.996 5.07 0.68 14007 1147.02 -17.24 0.013 0.00473 9.440 13.760 5.36 0.00066 Discharge to Etiwanda Avenue Sewer Manhole 14007 Job #:86025.028 Cost of Improvements $3,036,000 Date:18-May-00 Benefit Area Budget Cost 4.306 mgd avg 9.440 mgd pk City of Fontana Sewer Model Engineering Resources Arrow Highway Relief Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $3,036,000 Date:18-May-00 0 2 4 6 8 10 12 14 16 Beech Avenue SewerCherry Avenue SewerEtiwanda SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Baseline - Sierra Avenue Sewer Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Sierra Ave (Proposed)TINR5W 20NW 0.172 mgd 5984 1715.00 1735.00 2460 12 1 248,460$ 0.172 1.163 2.21 0.46 5985 1705.16 19.00 0.013 0.00400 0.504 1.456 2.87 0.00194 Sierra Ave (Proposed) 5985 1705.16 1725.00 2543 12 1 256,877$ 0.172 1.163 2.21 0.46 5986 1694.99 18.84 0.013 0.00400 0.504 1.456 2.87 0.00194 Sierra Ave (Proposed) 5986 1695.32 1715.00 359 8 1 25,498$ 0.172 1.033 4.59 0.49 5987 1685.48 19.01 0.013 0.02740 0.504 1.292 5.73 0.00334 Sierra Ave (Proposed) 5987 1685.48 1705.00 553 8 1 39,249$ 0.172 0.832 3.96 0.55 5988 1675.64 18.85 0.013 0.01780 0.504 1.042 4.62 0.00334 Sierra Ave (Proposed) 5988 1675.64 1695.00 709 8 1 50,371$ 0.172 0.722 3.57 0.60 5989 1666.13 18.69 0.013 0.01340 0.504 0.904 4.01 0.00334 Sierra Ave (Proposed)T1NR5W 20SW 0.255 mgd 5989 1665.80 1685.00 541 12 1 54,607$ 0.428 2.482 4.79 0.48 5990 1655.96 18.20 0.013 0.01820 1.154 3.105 6.12 0.00194 Sierra Ave (Proposed) 5990 1655.96 1675.00 518 12 1 52,307$ 0.428 2.536 4.92 0.47 5991 1646.12 18.04 0.013 0.01900 1.154 3.173 6.25 0.00194 Sierra Ave (Proposed) 5991 1646.12 1665.00 607 12 1 61,348$ 0.428 2.341 4.66 0.49 5992 1636.28 17.88 0.013 0.01620 1.154 2.930 5.77 0.00194 Sierra Ave (Proposed) 5992 1636.28 1655.00 607 12 1 61,348$ 0.428 2.341 4.66 0.49 5993 1626.44 17.72 0.013 0.01620 1.154 2.930 5.77 0.00194 Sierra Ave (Proposed) 5993 1626.44 1645.00 541 12 1 54,607$ 0.428 2.482 4.79 0.48 5994 1616.60 17.56 0.013 0.01820 1.154 3.105 6.12 0.00194 Sierra Ave (Proposed) 5994 1616.60 1635.00 505 12 1 50,978$ 0.428 2.536 4.92 0.47 5995 1607.01 17.40 0.013 0.01900 1.154 3.173 6.25 0.00194 Sierra Ave (Proposed)T1NR5W 29NW, Sierra Lakes 21%0.236 mgd 5995 1606.76 1625.00 2460 15 1 302,580$ 0.664 2.109 3.10 0.66 5996 1596.92 16.99 0.013 0.00400 1.722 2.640 3.33 0.00144 Sierra Ave (Proposed) 5996 1596.92 1615.00 2460 15 1 302,580$ 0.664 2.109 3.10 0.66 5997 1587.08 16.83 0.013 0.00400 1.722 2.640 3.33 0.00144 Sierra Ave (Proposed) 5997 1587.08 1605.00 2450 15 1 301,350$ 0.664 2.109 3.10 0.66 5998 1577.28 16.67 0.013 0.00400 1.722 2.640 3.33 0.00144 Sierra Ave (Proposed) 5998 1577.28 1595.00 2470 15 1 303,810$ 0.664 2.109 3.10 0.66 5999 1567.40 16.47 0.013 0.00400 1.722 2.640 3.33 0.00144 Sierra Ave (Proposed) 5999 1567.40 1585.00 2460 15 1 302,580$ 0.664 2.109 3.10 0.66 6000 1557.56 16.35 0.013 0.00400 1.722 2.640 3.33 0.00144 Sierra Ave (Proposed) 6000 1557.56 1575.00 3605 15 1 443,415$ 0.664 2.109 3.10 0.66 6001 1543.14 16.19 0.013 0.00400 1.722 2.640 3.33 0.00144 Sierra Lakes Ave T1NR5W 29SW, Sierra Lakes 12%0.179 mgd Sierra Avenue 6001 1542.89 1562.70 370 18 1 0.843 3.430 3.25 0.56 6002 1541.41 18.31 0.013 0.00400 2.139 4.292 3.76 0.00113 Sierra Lakes Ave 6002 1541.41 1564.40 338 18 1 0.843 3.430 3.25 0.56 6003 1540.06 21.49 0.013 0.00400 2.139 4.292 3.76 0.00113 DESIGN GUIDE - Sewer Capacity Analysis Benefit Area Budget Cost Sierra Lakes Ave 6003 1540.06 1561.60 325 18 1 0.843 3.430 3.25 0.56 6004 1538.76 20.04 0.013 0.00400 2.139 4.292 3.76 0.00113 City of Fontana Sewer Model Engineering Resources Baseline - Sierra Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Sierra Lakes Ave 6004 1538.76 1558.50 418 18 1 0.843 3.430 3.25 0.56 6005 1537.09 18.24 0.013 0.00400 2.139 4.292 3.76 0.00113 Sierra Lakes Ave 6005 1537.09 1553.00 -4085 18 1 0.843 3.430 3.25 0.56 6006 1553.43 14.41 0.013 0.00400 2.139 4.292 3.76 0.00113 Sierra Lakes Ave 6006 1553.43 1548.50 4835 18 1 0.843 3.430 3.25 0.56 6007 1534.09 -6.43 0.013 0.00400 2.139 4.292 3.76 0.00113 Sierra Lakes Ave 6007 1534.09 1547.20 345 18 1 0.843 3.430 3.25 0.56 6008 1532.71 11.61 0.013 0.00400 2.139 4.292 3.76 0.00113 Sierra Lakes Ave 6008 1532.71 1545.90 435 18 1 0.843 3.430 3.25 0.56 6009 1530.97 11.69 0.013 0.00400 2.139 4.292 3.76 0.00113 Sierra Lakes Ave Sierra Lakes 23%0.147 mgd 6009 1530.97 1544.20 445 18 1 0.990 3.618 3.53 0.59 6010 1528.99 11.73 0.013 0.00445 2.476 4.527 3.97 0.00113 Sierra Lakes Ave 6010 1528.99 1541.60 450 18 1 0.990 3.430 3.39 0.61 6011 1527.19 11.11 0.013 0.00400 2.476 4.292 3.76 0.00113 Sierra Lakes Ave 6011 1527.19 1538.80 410 18 1 0.990 3.430 3.39 0.61 6012 1525.55 10.11 0.013 0.00400 2.476 4.292 3.76 0.00113 Sierra Lakes Ave 6012 1525.55 1536.20 350 18 1 0.990 3.430 3.39 0.61 6013 1524.15 9.15 0.013 0.00400 2.476 4.292 3.76 0.00113 Sierra Lakes Ave 6013 1524.15 1537.00 363 18 1 0.990 3.430 3.39 0.61 6014 1522.70 11.35 0.013 0.00400 2.476 4.292 3.76 0.00113 Sierra Lakes Ave 6014 1522.70 1538.10 363 18 1 0.990 3.430 3.39 0.61 6015 1521.25 13.90 0.013 0.00400 2.476 4.292 3.76 0.00113 Sierra Lakes Ave 6015 1521.25 1539.40 212 18 1 0.990 3.430 3.39 0.61 6016 1520.40 16.65 0.013 0.00400 2.476 4.292 3.76 0.00113 Sierra Lakes Ave 6016 1520.40 1540.10 345 18 1 0.990 3.430 3.39 0.61 6017 1519.02 18.20 0.013 0.00400 2.476 4.292 3.76 0.00113 Sierra Lakes Ave 6017 1519.02 1540.00 79 18 1 0.990 6.136 5.12 0.44 6018 1518.01 19.48 0.013 0.01280 2.476 7.678 6.73 0.00113 Citrus Ave Sierra Lakes 34%0.217 mgd Sierra Lakes Avenue 6018 1517.76 1537.80 366 21 1 1.207 5.785 3.81 0.50 6019 1515.93 18.29 0.013 0.00500 2.967 7.239 4.66 0.00092 Citrus Ave 6019 1515.93 1529.60 174 21 1 1.207 31.366 12.50 0.21 6020 1490.29 11.92 0.013 0.14700 2.967 39.250 25.26 0.00092 Citrus Ave 6020 1490.29 1524.50 1008 21 1 1.207 5.785 3.81 0.50 6021 1485.25 32.46 0.013 0.00500 2.967 7.239 4.66 0.00092 Citrus Ave 6021 1485.25 1507.50 5196 21 1 1.207 5.785 3.81 0.50 9225 1459.27 20.50 0.013 0.00500 2.967 7.239 4.66 0.00092 Citrus Ave Sierra Lakes 10%0.064 mgd Proposed Citrus Ave NE Sewer 1.308 mgd 9221 1486.37 1507.50 2028 21 1 334,620$ 2.579 5.785 4.67 0.76 9222 1476.23 19.38 0.013 0.00500 5.921 7.239 4.66 0.00092 Benefit Area Budget Cost Citrus Ave 9222 1484.32 1503.30 394 21 1 65,010$ 2.579 5.785 4.67 0.76 9223 1482.35 17.23 0.013 0.00500 5.921 7.239 4.66 0.00092 Citrus Ave 9223 1482.35 1493.10 358 21 1 2.579 10.698 7.24 0.52 9224 1476.23 9.00 0.013 0.01710 5.921 13.387 8.61 0.00092 City of Fontana Sewer Model Engineering Resources Baseline - Sierra Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Citrus Ave 9224 1476.23 1485.85 707 21 1 2.579 12.674 8.03 0.48 9225 1459.27 7.87 0.013 0.02400 5.921 15.860 10.21 0.00092 Citrus Ave 9225 1459.27 1469.80 207 21 1 2.579 12.674 8.03 0.48 8020 1454.30 8.78 0.013 0.02400 5.921 15.860 10.21 0.00092 Los Cedros Ave T1NR6W 36NE 75% T1NR5W 31NW 10%0.167 mgd Citrus Avenue 8020 1454.30 1467.80 402 21 1 2.747 6.337 5.08 0.74 8019 1451.89 11.75 0.013 0.00600 6.269 7.930 5.10 0.00092 Los Cedros Ave 8019 1451.89 1465.30 407 21 1 2.747 6.337 5.08 0.74 8018 1449.45 11.66 0.013 0.00600 6.269 7.930 5.10 0.00092 Los Cedros Ave 8018 1449.45 1461.90 405 21 1 2.747 6.337 5.08 0.74 8017 1447.02 10.70 0.013 0.00600 6.269 7.930 5.10 0.00092 Los Cedros Ave 8017 1447.02 1459.40 405 21 1 2.747 6.337 5.08 0.74 8016 1444.59 10.63 0.013 0.00600 6.269 7.930 5.10 0.00092 Los Cedros Ave 8016 1444.59 1457.80 445 21 1 2.747 6.337 5.08 0.74 8015 1441.92 11.46 0.013 0.00600 6.269 7.930 5.10 0.00092 Almeria Ave Los Cedros Avenue 8015 1442.17 1456.03 301 18 1 2.747 8.745 8.59 0.61 8014 1434.35 12.36 0.013 0.02600 6.269 10.943 9.58 0.00113 Almeria Ave 8014 1434.35 1449.80 299 18 1 2.747 8.745 8.59 0.61 8013 1426.58 13.95 0.013 0.02600 6.269 10.943 9.58 0.00113 Almeria Ave T1NR6W 36NE 20%0.038 mgd 8013 1426.58 1443.70 271 18 1 2.785 8.711 8.53 0.62 8012 1419.60 15.62 0.013 0.02580 6.349 10.901 9.55 0.00113 Almeria Ave 8012 1419.60 1434.30 344 18 1 2.785 11.075 10.08 0.54 8011 1405.27 13.20 0.013 0.04170 6.349 13.859 12.14 0.00113 Almeria Ave 8011 1405.27 1419.71 -173 18 1 2.785 11.075 10.08 0.54 8010 1412.48 12.94 0.013 0.04170 6.349 13.859 12.14 0.00113 Almeria Ave 8010 1412.48 1428.56 278 18 1 2.785 6.945 7.32 0.71 8009 1407.92 14.58 0.013 0.01640 6.349 8.691 7.61 0.00113 Almeria Ave 8009 1407.92 1423.30 265 18 1 38,160$ 2.785 5.424 6.20 0.84 8008 1405.27 13.88 0.013 0.01000 6.349 6.787 5.94 0.00113 Almeria Ave 8008 1405.27 1419.71 302 18 1 43,488$ 2.785 5.424 6.20 0.84 8007 1402.25 12.94 0.013 0.01000 6.349 6.787 5.94 0.00113 Almeria Ave 8007 1402.25 1417.85 230 18 1 33,188$ 2.785 6.136 6.82 0.76 8006 1399.30 14.10 0.013 0.01280 6.349 7.678 6.73 0.00113 Almeria Ave 8006 1399.30 1413.75 2123 18 1 305,684$ 2.785 2.590 5.56 1.00 8005 1394.46 12.95 0.013 0.00228 6.349 3.241 2.84 0.00113 Almeria Ave 8005 1394.46 1408.61 179 18 1 2.785 9.204 8.87 0.60 8004 1389.31 12.65 0.013 0.02880 6.349 11.517 10.09 0.00113 Almeria Ave 8004 1389.31 1403.55 900 18 1 129,600$ 2.785 4.059 5.56 1.00 8003 1384.27 12.74 0.013 0.00560 6.349 5.079 4.45 0.00113 Benefit Area Budget Cost Almeria Ave 8003 1384.27 1398.36 284 18 1 2.785 7.737 7.94 0.66 8002 1378.50 12.59 0.013 0.02035 6.349 9.681 8.48 0.00113 Almeria Ave 8002 1378.50 1391.98 691 18 1 99,504$ 2.785 5.424 6.20 0.84 8001 1371.59 11.98 0.013 0.01000 6.349 6.787 5.94 0.00113 City of Fontana Sewer Model Engineering Resources Baseline - Sierra Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Almeria Ave 8001 1371.59 1386.98 444 18 1 64,000$ 2.785 5.636 6.34 0.82 11272 1366.79 13.89 0.013 0.01080 6.349 7.053 6.18 0.00113 Splitter Manhole Add Citrus Avenue Sewer 0.310 mgd 3.094 mgd into manhole 100%Discharge to Baseline Ave Sewer MH 11272 0%Discharge to Citrus Ave Sewer MH 12315 Baseline Ave T1NR6W 36SE 50%, Rancho Fontana 30%0.248 mgd Manhole Discharge 3.094 mgd 11272 1366.54 1383.64 287 21 1 47,316$ 3.342 6.746 5.56 0.81 11273 1364.59 15.35 0.013 0.00680 7.495 8.442 5.43 0.00092 Baseline Ave 11273 1364.59 1381.76 372 21 1 61,390$ 3.342 6.746 5.56 0.81 11274 1362.06 15.42 0.013 0.00680 7.495 8.442 5.43 0.00092 Baseline Ave 11274 1362.06 1379.16 378 21 1 62,426$ 3.342 7.075 5.76 0.78 11275 1359.23 15.35 0.013 0.00748 7.495 8.854 5.70 0.00092 Baseline Ave 11275 1359.23 1376.32 278 21 1 3.342 7.847 6.26 0.72 11276 1356.67 15.34 0.013 0.00920 7.495 9.819 6.32 0.00092 Baseline Ave 11276 1356.67 1347.07 329 21 1 3.342 8.502 6.55 0.69 11277 1353.12 -11.35 0.013 0.01080 7.495 10.639 6.85 0.00092 Baseline Ave 11277 1353.12 1370.15 329 21 1 3.342 8.343 6.45 0.70 11278 1349.70 15.28 0.013 0.01040 7.495 10.440 6.72 0.00092 Baseline Ave 11278 1349.70 1366.36 329 21 1 3.342 7.847 6.26 0.72 11279 1346.67 14.91 0.013 0.00920 7.495 9.819 6.32 0.00092 Baseline Ave 11279 1346.67 1363.63 643 21 1 106,150$ 3.342 6.337 5.32 0.85 11280 1342.81 15.21 0.013 0.00600 7.495 7.930 5.10 0.00092 Baseline Ave 11280 1344.75 1362.49 323 21 1 53,350$ 3.342 6.337 5.32 0.85 11281 1342.81 15.99 0.013 0.00600 7.495 7.930 5.10 0.00092 Discharge to Beech Lytle Creek Sewer Manhole 11281 Job #:86025.028 Cost of Improvements$4,196,351 Date:18-May-00 3.342 mgd avg 7.495 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Baseline - Sierra Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements$4,196,351 Date:18-May-00 0 5 10 15 20 25 30 35 40 45 59845985598659875988598959905991599259935994599559965997599859996000Sierra Avenue6002600360046005600660076008600960106011601260136014601560166017Sierra Lakes Avenue601960206021Proposed Citrus Ave NE Sewer9222922392249225Citrus Avenue8019801880178016Los Cedros Avenue80148013801280118010800980088007800680058004800380028001Citrus Sewer11273112741127511276112771127811279Beech SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Beech Lytle Creek Road Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Lytle Creek Rd (Prop)T1NR5W 18NW, 70%0.049 mgd 2001 1913.00 1920.00 3496 8 1 248,201$ 0.049 1.202 3.45 0.26 1001 1783.17 6.33 0.013 0.03714 0.161 1.505 6.67 0.00334 Lytle Creek Rd (Prop)T1NR6W 13NE, 13NW 50%, 13SE 60%0.036 mgd 1001 1783.00 1790.00 2600 10 1 223,626$ 0.085 1.856 3.62 0.26 1002 1713.00 6.17 0.013 0.02692 0.264 2.323 6.59 0.00248 Lytle Creek Rd (Prop)T1NR6W 13 NW 50%, 13SW, 14NE, Coyote Canyon 15%0.154 mgd 1002 1713.00 1720.00 1300 10 1 111,801$ 0.238 1.984 5.15 0.40 1003 1673.00 6.17 0.013 0.03077 0.678 2.483 7.05 0.00248 Lytle Creek Rd (Prop)Coyote Canyon 55%0.147 mgd 1003 1673.00 1680.00 1890 10 1 162,553$ 0.386 1.678 5.17 0.56 3001 1631.42 6.17 0.013 0.02200 1.051 2.100 5.96 0.00248 Lytle Creek Rd (Prop)TINR6W 13SE 40%, 24NE, 24NW 0.244 mgd 3001 1631.00 1638.00 1600 15 1 196,800$ 0.630 2.358 3.30 0.60 5020 1623.00 5.75 0.013 0.00500 1.641 2.951 3.72 0.00144 Lytle Creek Rd (Prop)T1NR6W 24SW, 24SE 50%, Westgate 15%0.325 mgd 5020 1623.00 1640.00 2000 15 1 246,000$ 0.954 4.085 5.48 0.54 5021 1593.00 15.75 0.013 0.01500 2.396 5.112 6.45 0.00144 Lytle Creek Rd (Prop) 5021 1593.00 1600.00 2700 15 1 332,106$ 0.954 5.215 6.54 0.47 8012 1527.00 5.75 0.013 0.02444 2.396 6.525 8.23 0.00144 Curtis Ave (Prop)T1NR6W 25NE 50%, 25NW, 26NE 50%0.368 mgd 8012 1527.00 1535.00 1300 15 1 159,902$ 1.322 4.159 6.01 0.64 8013 1506.79 6.75 0.013 0.01555 3.224 5.204 6.56 0.00144 Beech Ave 8013 1506.79 1520.00 2589 12 1 261,491$ 1.322 2.852 7.24 0.82 11353 1444.55 12.21 0.013 0.02404 3.224 3.569 7.03 0.00194 Beech Ave N.T1NR6W 25SW, 26SE, 25SE 0.431 mgd Highland Avenue 11353 1444.30 1457.80 303 15 1 37,276$ 1.754 3.817 6.12 0.80 11354 1440.33 12.25 0.013 0.01310 4.168 4.777 6.02 0.00144 Beech Ave N. 11354 1440.33 1449.00 377 15 1 1.754 4.500 6.93 0.71 11355 1433.47 7.42 0.013 0.01820 4.168 5.630 7.10 0.00144 Beech Ave N. 11355 1433.47 1442.40 374 15 1 1.754 4.775 7.14 0.69 11356 1425.80 7.68 0.013 0.02050 4.168 5.976 7.54 0.00144 Beech Ave N. 11356 1425.80 1434.70 357 15 1 1.754 5.806 8.22 0.61 11357 1414.99 7.65 0.013 0.03030 4.168 7.265 9.16 0.00144 Beech Ave N. 11357 1414.99 1427.40 314 15 1 1.754 4.775 7.14 0.69 11358 1408.56 11.16 0.013 0.02050 4.168 5.976 7.54 0.00144 Beech Ave N. 11358 1408.56 1421.00 197 15 1 1.754 6.275 8.74 0.58 11359 1401.60 11.19 0.013 0.03540 4.168 7.853 9.90 0.00144 Beech Ave N. 11359 1401.60 1416.90 131 15 1 1.754 6.013 8.39 0.60 11360 1397.35 14.05 0.013 0.03250 4.168 7.524 9.49 0.00144 Beech Ave N. 11360 1397.35 1414.20 335 15 1 1.754 6.737 9.11 0.56 11361 1383.70 15.60 0.013 0.04080 4.168 8.430 10.63 0.00144 Beech Ave N. 11361 1383.70 1407.30 36 15 1 4,428$ 1.754 3.335 5.54 0.90 11362 1383.34 22.35 0.013 0.01000 4.168 4.174 5.26 0.00144 Beech Ave N.T1NR6W 35NE, California Landings, T1NR6W 36NW 0.400 mgd 11362 1383.34 1406.80 390 15 1 47,970$ 2.153 3.335 6.33 1.00 Benefit Area Budget Cost 11363 1379.44 22.21 0.013 0.01000 5.025 4.174 5.26 0.00144 Beech Ave N. 11363 1379.44 1399.70 406 15 1 49,938$ 2.153 3.335 6.33 1.00 11364 1375.38 19.01 0.013 0.01000 5.025 4.174 5.26 0.00144 City of Fontana Sewer Model Engineering Resources Lytle Creek Road Sewer(Prop)DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Beech Ave N. 11364 1375.38 1392.20 435 15 1 53,505$ 2.153 3.335 6.33 1.00 11365 1371.03 15.57 0.013 0.01000 5.025 4.174 5.26 0.00144 Beech Ave N. 11365 1371.03 1384.30 300 15 1 36,900$ 2.153 3.482 6.33 1.00 11366 1367.76 12.02 0.013 0.01090 5.025 4.357 5.50 0.00144 Beech Ave N. 11366 1367.76 1378.90 377 15 1 46,316$ 2.153 4.016 6.68 0.90 11367 1362.30 9.89 0.013 0.01450 5.025 5.026 6.34 0.00144 Beech Ave N. 11367 1362.30 1372.10 376 15 1 46,290$ 2.153 4.549 7.38 0.80 11368 1355.30 8.55 0.013 0.01860 5.025 5.692 7.18 0.00144 Beech Ave N. 11368 1355.30 1365.20 288 15 1 2.153 6.467 9.37 0.64 11369 1344.46 8.65 0.013 0.03760 5.025 8.093 10.21 0.00144 Beech Ave N.Rancho Fontana 15%0.096 mgd 11369 1344.46 1360.20 115 15 1 14,145$ 2.250 3.335 6.59 1.00 11281 1343.31 14.49 0.013 0.01000 5.228 4.174 5.26 0.00144 Beech Ave N.T1NR6W 35SE 0.190 mgd Baseline Sewer 3.342 mgd 11281 1342.81 1360.75 439 21 1 72,450$ 5.781 8.580 7.94 1.00 11282 1337.98 16.19 0.013 0.01100 12.342 10.737 6.91 0.00092 Beech Ave N. 11282 1337.98 1351.40 440 21 1 72,545$ 5.781 10.945 9.05 0.82 11283 1330.11 11.67 0.013 0.01790 12.342 13.697 8.81 0.00092 Beech Ave N. 11283 1330.11 1341.45 443 21 1 73,045$ 5.781 10.915 9.05 0.82 11284 1322.23 9.59 0.013 0.01780 12.342 13.658 8.79 0.00092 Beech Ave N. 11284 1322.23 1334.40 437 21 1 72,151$ 5.781 10.635 8.86 0.84 11285 1314.84 10.42 0.013 0.01690 12.342 13.308 8.56 0.00092 Beech Ave N. 11285 1314.84 1326.80 415 21 1 68,403$ 5.781 10.676 8.95 0.83 11286 1307.78 10.21 0.013 0.01703 12.342 13.360 8.60 0.00092 Beech Ave N. 11286 1307.78 1319.95 460 21 1 75,920$ 5.781 10.604 8.86 0.84 11287 1300.05 10.42 0.013 0.01680 12.342 13.269 8.54 0.00092 Beech Ave N. 11287 1300.05 1312.70 416 21 1 68,652$ 5.781 10.604 8.86 0.84 11288 1293.06 10.90 0.013 0.01680 12.342 13.269 8.54 0.00092 Beech Ave N. 11288 1293.06 1305.20 400 21 1 66,000$ 5.781 10.604 8.86 0.84 11289 1286.34 10.39 0.013 0.01680 12.342 13.269 8.54 0.00092 Beech Ave N. 11289 1286.34 1293.70 579 21 1 95,464$ 5.781 10.604 8.86 0.84 11290 1276.62 5.61 0.013 0.01680 12.342 13.269 8.54 0.00092 Beech Ave N. 11290 1276.62 1291.70 214 21 1 35,232$ 5.781 10.667 8.86 0.84 11291 1272.99 13.33 0.013 0.01700 12.342 13.348 8.59 0.00092 Beech Ave N. 11291 1272.99 1287.70 110 21 1 18,150$ 5.781 10.667 8.86 0.84 11292 1271.12 12.96 0.013 0.01700 12.342 13.348 8.59 0.00092 Beech Ave N. 11292 1271.12 1284.10 351 21 1 57,844$ 5.781 10.853 9.05 0.82 11293 1264.95 11.23 0.013 0.01760 12.342 13.581 8.74 0.00092 Beech Ave N. 11293 1264.95 1279.50 340 21 1 56,063$ 5.781 10.853 9.05 0.82 Benefit Area Budget Cost 11294 1258.97 12.80 0.013 0.01760 12.342 13.581 8.74 0.00092 Beech Ave N.T1SR6W 2SE, 1SW 50%0.182 mgd 11294 1258.97 1273.40 192 21 1 31,674$ 5.964 8.658 8.17 1.00 16A 1256.82 12.68 0.013 0.01120 12.696 10.834 6.97 0.00092 City of Fontana Sewer Model Engineering Resources Lytle Creek Road Sewer(Prop)DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Splitter Manhole Add Foothill Blvd Sewer 0.446 mgd 6.409 mgd into manhole 45%Discharge to Beech Ave Sewer MH 16A 55%Discharge to Foothill Blvd Sewer MH 10327 Beech Ave Prop.Manhole Discharge 2.884 mgd 16A 1255.57 400 36 1 105,600$ 2.884 48.175 6.94 0.26 16K 1247.74 0.013 0.01957 6.555 60.284 13.20 0.00045 Beech Ave Prop.T1SR6W 12NW 5%0.018 mgd 16B 1247.74 400 36 1 105,600$ 2.903 48.175 6.98 0.26 16C 1239.91 0.013 0.01957 6.593 60.284 13.20 0.00045 Splitter Manhole no inlet on Arrow 0.000 mgd 2.903 mgd into manhole 0%Discharge to Beech Ave Sewer MH 16C 100%Discharge to Arrow Route Sewer MH 12A Beech Ave Prop.Manhole Discharge 0.000 mgd 16C 1239.91 400 15 1 49,200$ 0.000 4.666 #DIV/0!0.00 16D 1232.09 0.013 0.01957 0.000 5.839 7.36 0.00144 Beech Ave Prop.T1SR6W 12NW 95%, 11NE 0.488 mgd 16D 1232.09 400 15 1 49,200$ 0.488 4.666 5.06 0.36 16E 1224.26 0.013 0.01957 1.300 5.839 7.36 0.00144 Beech Ave Prop. 16E 1224.26 400 15 1 49,200$ 0.488 4.666 5.06 0.36 16F 1216.43 0.013 0.01957 1.300 5.839 7.36 0.00144 Beech Ave Prop. 16F 1216.43 400 15 1 49,200$ 0.488 4.666 5.06 0.36 16G 1208.60 0.013 0.01957 1.300 5.839 7.36 0.00144 Beech Ave Prop. 16G 1208.60 400 15 1 49,200$ 0.488 4.666 5.06 0.36 16H 1200.77 0.013 0.01957 1.300 5.839 7.36 0.00144 Beech Ave Prop. 16H 1200.77 400 15 1 49,200$ 0.488 4.666 5.06 0.36 16I 1192.95 0.013 0.01957 1.300 5.839 7.36 0.00144 Beech Ave Prop. 16I 1192.95 400 15 1 49,200$ 0.488 4.666 5.06 0.36 16J 1185.12 0.013 0.01957 1.300 5.839 7.36 0.00144 Beech Ave Prop.T1SR6W 11SE, 12SW 0.630 mgd 16J 1185.12 400 15 1 49,200$ 1.117 4.666 6.18 0.55 16K 1177.29 0.013 0.01957 2.766 5.839 7.36 0.00144 Beech Ave Prop. 16K 1177.29 400 15 1 49,200$ 1.117 4.666 6.18 0.55 16L 1169.46 0.013 0.01957 2.766 5.839 7.36 0.00144 Beech Ave Prop. 16L 1169.46 400 15 1 49,200$ 1.117 4.666 6.18 0.55 16M 1161.63 0.013 0.01957 2.766 5.839 7.36 0.00144 Beech Ave Prop. 16M 1161.63 400 15 1 49,200$ 1.117 4.666 6.18 0.55 16N 1153.81 0.013 0.01957 2.766 5.839 7.36 0.00144 Beech Ave Prop. 16N 1153.81 400 15 1 49,200$ 1.117 4.666 6.18 0.55 16O 1145.98 0.013 0.01957 2.766 5.839 7.36 0.00144 Beech Ave Prop.T1SR6W 13NW, 14NE 0.379 mgd Merrill Avenue 16O 1145.98 400 15 1 49,200$ 1.496 4.666 6.73 0.64 16P 1138.15 0.013 0.01957 3.607 5.839 7.36 0.00144 Beech Ave Prop. 16P 1138.15 400 15 1 49,200$ 1.496 4.666 6.73 0.64 16Q 1130.32 0.013 0.01957 3.607 5.839 7.36 0.00144 Beech Ave Prop. 16Q 1130.32 400 15 1 49,200$ 1.496 4.666 6.73 0.64 16R 1122.49 0.013 0.01957 3.607 5.839 7.36 0.00144 Beech Ave Prop. Benefit Area Budget Cost 16R 1122.49 400 15 1 49,200$ 1.496 4.666 6.73 0.64 16S 1114.67 0.013 0.01957 3.607 5.839 7.36 0.00144 Beech Ave Prop. 16S 1114.67 400 15 1 49,200$ 1.496 4.666 6.73 0.64 16T 1106.84 0.013 0.01957 3.607 5.839 7.36 0.00144 City of Fontana Sewer Model Engineering Resources Lytle Creek Road Sewer(Prop)DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Beech Ave Prop. 16T 1106.84 400 15 1 49,200$ 1.496 4.666 6.73 0.64 16U 1099.01 0.013 0.01957 3.607 5.839 7.36 0.00144 Beech Ave Prop.Randall Avenue 16U 1099.01 400 15 1 49,200$ 1.496 4.666 6.73 0.64 16V 1091.18 0.013 0.01957 3.607 5.839 7.36 0.00144 Beech Ave Prop. 16V 1091.18 400 15 1 49,200$ 1.496 4.666 6.73 0.64 16W 1083.35 0.013 0.01957 3.607 5.839 7.36 0.00144 Beech Ave Prop. 16W 1083.35 400 15 1 49,200$ 1.496 4.666 6.73 0.64 16X 1075.53 0.013 0.01957 3.607 5.839 7.36 0.00144 Beech Ave Prop. 16X 1075.53 400 15 1 49,200$ 1.496 4.666 6.73 0.64 16Y 1067.70 0.013 0.01957 3.607 5.839 7.36 0.00144 Beech Ave Prop. 16Y 1067.70 400 15 1 49,200$ 1.496 4.666 6.73 0.64 16Z 1059.87 0.013 0.01957 3.607 5.839 7.36 0.00144 Discharge to San Bernardino Sewer MH 25142 Job #:86025.028 Cost of Improvements $4,485,638 Date:18-May-00 1.496 mgd avg 3.607 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Beech Lytle Creek Road Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $4,485,638 Date:18-May-00 0 10 20 30 40 50 60 70 200110011002100330015020502180128013Highland11354113551135611357113581135911360113611136211363113641136511366113671136811369Baseline Sewer11282112831128411285112861128711288112891129011291112921129311294Beech Sewer16BArrow Sewer16D16E16F16G16H16I16J16K16L16M16NMerrill Avenue16P16Q16R16S16TRandall Avenue16V16W16X16YSan BernardinoManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Beech Avenue(South) Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Beech Ave S.Southwest Industrial Park 5%0.226 mgd 31030 1030.06 1039.23 313 8 1 0.226 0.851 4.32 0.63 31031 1024.24 8.50 0.013 0.01860 0.647 1.065 4.72 0.00334 Beech Ave S. 31031 1024.24 1032.65 1075 8 1 0.226 0.851 4.32 0.63 31032 1004.24 7.74 0.013 0.01860 0.647 1.065 4.72 0.00334 Beech Ave S. 31032 1004.24 1012.41 375 8 1 0.226 0.700 3.78 0.71 31033 999.52 7.50 0.013 0.01260 0.647 0.876 3.89 0.00334 Beech Ave S. 31033 999.52 1010.29 2705 8 1 0.226 0.636 3.56 0.75 31036 971.38 10.10 0.013 0.01040 0.647 0.796 3.53 0.00334 Beech Ave S.Southwest Industrial Park 15%0.679 mgd 31036 970.55 992.08 332 18 1 0.905 3.162 3.13 0.61 31039 969.42 20.03 0.013 0.00340 2.283 3.957 3.47 0.00113 Beech Ave S. 31039 969.42 985.80 324 18 1 0.905 3.162 3.13 0.61 31040 968.32 14.88 0.013 0.00340 2.283 3.957 3.47 0.00113 Beech Ave S. 31040 968.32 981.54 321 18 1 0.905 3.162 3.13 0.61 31041 967.23 11.72 0.013 0.00340 2.283 3.957 3.47 0.00113 Beech Ave S. 31041 967.23 978.11 415 18 1 0.905 3.162 3.13 0.61 31042 965.82 9.38 0.013 0.00340 2.283 3.957 3.47 0.00113 Beech Ave S. 31042 965.82 973.89 959 18 1 0.905 3.162 3.13 0.61 31043 962.56 6.57 0.013 0.00340 2.283 3.957 3.47 0.00113 Beech Ave S. 31043 962.56 970.60 198 18 1 0.905 5.424 4.58 0.45 31094 960.58 6.54 0.013 0.01000 2.283 6.787 5.94 0.00113 Discharge to Jurupa Avenue 21" MH 31094 Job #:86025.028 Cost of Improvements $0 Date:18-May-00 Benefit Area Budget Cost 0.905 mgd avg 2.283 mgd pk City of Fontana Sewer Model Engineering Resources Beech Avenue(South) Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $0 Date:18-May-00 0 2 4 6 8 10 12 31030310313103231033310363103931040310413104231043Jurupa SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Cherry Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Foxborough Avenue Hunter's Ridge 13%0.068 mgd 1008 2286.24 2294.09 295 8 1 0.068 2.167 5.92 0.22 1009 2250.66 7.18 0.013 0.12060 0.218 2.711 12.02 0.00334 Foxborough Avenue 1009 2250.66 2258.70 208 8 1 0.068 2.064 5.92 0.22 1010 2227.93 7.37 0.013 0.10940 0.218 2.582 11.45 0.00334 Foxborough Avenue 1010 2227.93 2234.86 188 8 1 0.068 2.092 5.92 0.22 1011 2206.81 6.26 0.013 0.11240 0.218 2.618 11.61 0.00334 Foxborough Avenue 1011 2206.81 2215.92 325 8 1 0.068 2.073 5.92 0.22 1012 2170.95 8.44 0.013 0.11040 0.218 2.594 11.50 0.00334 Foxborough Avenue 1012 2170.95 2178.66 325 8 1 0.068 2.160 5.92 0.22 1013 2132.05 7.04 0.013 0.11980 0.218 2.702 11.98 0.00334 Foxborough Avenue 1013 2132.05 2140.09 346 8 1 0.068 2.127 5.92 0.22 1014 2091.80 7.37 0.013 0.11620 0.218 2.661 11.80 0.00334 Foxborough Avenue 1014 2091.80 2099.91 200 8 1 0.068 1.878 5.56 0.23 1015 2073.65 7.44 0.013 0.09060 0.218 2.350 10.42 0.00334 Foxborough Avenue 1015 2073.65 2081.88 190 8 1 0.068 1.887 5.56 0.23 1016 2056.29 7.56 0.013 0.09150 0.218 2.362 10.47 0.00334 Foxborough Avenue 1016 2056.29 2068.58 371 8 1 0.068 1.942 5.56 0.23 1017 2020.30 11.62 0.013 0.09690 0.218 2.430 10.78 0.00334 Foxborough Avenue 1017 2020.30 2028.68 251 8 1 0.068 1.993 5.56 0.23 1018 1994.73 7.71 0.013 0.10200 0.218 2.493 11.06 0.00334 Foxborough Avenue 1018 1994.73 2003.34 285 8 1 0.068 2.090 5.92 0.22 1019 1962.74 7.94 0.013 0.11220 0.218 2.615 11.60 0.00334 Foxborough Avenue 1019 1962.74 1972.22 330 8 1 0.068 2.127 5.92 0.22 1020 1924.43 8.81 0.013 0.11620 0.218 2.661 11.80 0.00334 Foxborough Avenue 1020 1924.43 1933.07 330 8 1 0.068 2.099 5.92 0.22 1021 1887.10 7.97 0.013 0.11320 0.218 2.627 11.65 0.00334 Foxborough Avenue 1021 1887.10 1893.93 330 8 1 0.068 2.156 5.92 0.22 1022 1847.74 6.16 0.013 0.11940 0.218 2.698 11.96 0.00334 Foxborough Avenue Hunter's Ridge 19%, T1N R6W 14SW 0.119 mgd 1022 1847.74 1854.52 243 8 1 0.187 2.149 7.74 0.35 1023 1818.91 6.11 0.013 0.11860 0.545 2.689 11.92 0.00334 Foxborough Avenue 1023 1818.91 1825.65 196 8 1 0.187 2.031 7.45 0.36 1024 1798.18 6.07 0.013 0.10600 0.545 2.542 11.27 0.00334 Foxborough Avenue 1024 1798.18 1806.42 265 8 1 0.187 1.603 6.47 0.40 1025 1780.70 7.57 0.013 0.06600 0.545 2.006 8.89 0.00334 Foxborough Avenue 1025 1780.70 1787.50 284 8 1 0.187 1.765 6.93 0.38 1026 1757.95 6.13 0.013 0.08000 0.545 2.208 9.79 0.00334 Foxborough Avenue 1026 1757.95 1764.78 277 8 1 0.187 1.985 7.45 0.36 3027 1729.96 6.16 0.013 0.10120 0.545 2.484 11.01 0.00334 Benefit Area Budget Cost Foxborough Avenue 3027 1729.96 1737.60 374 8 1 0.187 1.802 6.93 0.38 3028 1698.78 6.97 0.013 0.08340 0.545 2.255 10.00 0.00334 Foxborough Avenue 3028 1698.78 1709.45 195 8 1 0.187 1.029 4.71 0.51 3029 1693.48 10.00 0.013 0.02720 0.545 1.288 5.71 0.00334 City of Fontana Sewer Model Engineering Resources Cherry Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Foxborough Avenue 3029 1693.48 1706.48 56 8 1 3,980$ 0.187 0.414 2.42 1.00 3055 1693.23 12.33 0.013 0.00440 0.545 0.518 2.30 0.00334 Foxborough Avenue 3055 1692.65 1703.24 253 15 1 0.187 2.562 2.49 0.32 3056 1691.16 9.34 0.013 0.00590 0.545 3.206 4.04 0.00144 Foxborough Avenue 3056 1691.16 1698.17 242 15 1 0.187 6.553 5.19 0.19 3035 1681.80 5.76 0.013 0.03860 0.545 8.200 10.34 0.00144 Cherry Avenue Coyote Canyon 10% Hunter's Ridge 8%0.069 mgd Foxborough Avenue 3035 1681.80 1689.22 254 10 1 0.256 2.862 6.59 0.35 3036 1665.57 6.59 0.013 0.06400 0.725 3.581 10.16 0.00248 Cherry Avenue 3036 1665.57 1672.42 281 10 1 0.256 2.919 6.85 0.34 3037 1646.84 6.02 0.013 0.06660 0.725 3.653 10.37 0.00248 Cherry Avenue 3037 1646.84 1653.77 277 10 1 0.256 3.147 7.14 0.33 3038 1625.42 6.10 0.013 0.07740 0.725 3.938 11.18 0.00248 Cherry Avenue 3038 1625.25 1635.35 373 12 1 0.256 4.832 6.55 0.27 3039 1599.53 9.10 0.013 0.06900 0.725 6.047 11.92 0.00194 Cherry Avenue 3039 1599.53 1608.97 219 12 1 0.256 5.154 6.91 0.26 3040 1582.37 8.44 0.013 0.07850 0.725 6.449 12.71 0.00194 Cherry Avenue 3040 1582.12 1594.63 374 15 1 0.256 6.040 4.95 0.24 3041 1569.84 11.26 0.013 0.03280 0.725 7.559 9.53 0.00144 Cherry Avenue Hunter's Ridge 20%0.105 mgd 3041 1569.84 1579.77 296 15 1 0.362 5.929 5.19 0.29 3042 1560.49 8.68 0.013 0.03160 0.991 7.419 9.36 0.00144 Cherry Avenue 3042 1560.49 4.00 390 15 1 0.362 5.591 4.95 0.30 3043 1549.53 -1557.74 0.013 0.02810 0.991 6.996 8.82 0.00144 Cherry Avenue 3043 1549.53 1557.82 390 15 1 0.362 6.240 5.45 0.28 3044 1535.88 7.04 0.013 0.03500 0.991 7.808 9.85 0.00144 Cherry Avenue 3044 1535.88 1547.90 262 15 1 0.362 3.057 3.46 0.39 3045 1533.68 10.77 0.013 0.00840 0.991 3.825 4.82 0.00144 Cherry Avenue 3045 1533.68 1542.72 236 15 1 0.362 4.002 4.17 0.34 3046 1530.28 7.79 0.013 0.01440 0.991 5.008 6.32 0.00144 Cherry Avenue 3046 1530.28 1538.08 232 15 1 0.362 7.502 6.39 0.25 3047 1518.55 6.55 0.013 0.05060 0.991 9.388 11.84 0.00144 Cherry Avenue 3047 1518.55 1533.37 254 15 1 0.362 3.832 4.01 0.35 3048 1515.20 13.57 0.013 0.01320 0.991 4.795 6.05 0.00144 Cherry Avenue 3048 1515.20 1528.28 261 15 1 0.362 3.890 4.01 0.35 3049 1511.65 11.83 0.013 0.01360 0.991 4.867 6.14 0.00144 Cherry Avenue 3049 1511.65 1523.11 344 15 1 0.362 2.790 3.24 0.41 3050 1509.24 10.21 0.013 0.00700 0.991 3.492 4.40 0.00144 Cherry Avenue 3050 1509.24 1517.14 175 15 1 0.362 4.856 4.73 0.31 3051 1505.52 6.65 0.013 0.02120 0.991 6.077 7.66 0.00144 Benefit Area Budget Cost Cherry Avenue 3051 1505.52 1510.86 272 15 1 0.362 5.460 4.95 0.30 3052 1498.22 4.09 0.013 0.02680 0.991 6.832 8.62 0.00144 Cherry Avenue 3052 1498.22 1508.50 218 15 1 0.362 4.856 4.73 0.31 3083 1493.60 9.03 0.013 0.02120 0.991 6.077 7.66 0.00144 City of Fontana Sewer Model Engineering Resources Cherry Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Cherry Avenue Hunters Ridge 40%, Coyote Canyon 20%0.264 mgd Summit Avenue 3083 1493.35 1506.59 250 18 1 0.626 7.897 5.18 0.32 5001 1488.05 11.74 0.013 0.02120 1.632 9.882 8.65 0.00113 Cherry Avenue 5001 1488.05 1498.00 400 18 1 0.626 7.859 5.18 0.32 5002 1479.65 8.45 0.013 0.02100 1.632 9.835 8.61 0.00113 Cherry Avenue 5002 1479.65 1488.30 402 18 1 0.626 7.357 4.97 0.33 5003 1472.25 7.15 0.013 0.01840 1.632 9.206 8.06 0.00113 Cherry Avenue 5003 1472.25 1481.10 401 18 1 0.626 7.476 5.18 0.32 5004 1464.63 7.35 0.013 0.01900 1.632 9.355 8.19 0.00113 Cherry Avenue 5004 1464.63 1478.60 57 18 1 0.626 7.436 4.97 0.33 5005 1463.56 12.47 0.013 0.01880 1.632 9.305 8.15 0.00113 Cherry Avenue 5005 1463.56 1478.00 106 18 1 0.626 6.064 4.41 0.36 5006 1462.23 12.94 0.013 0.01250 1.632 7.588 6.65 0.00113 Cherry Avenue 5006 1462.23 1475.40 102 18 1 0.626 6.064 4.41 0.36 5007 1460.95 11.67 0.013 0.01250 1.632 7.588 6.65 0.00113 Cherry Avenue 5007 1460.95 1473.80 401 18 1 0.626 7.515 5.18 0.32 5008 1453.25 11.35 0.013 0.01920 1.632 9.404 8.24 0.00113 Cherry Avenue 5008 1453.25 1461.70 401 18 1 0.626 7.417 4.97 0.33 5009 1445.75 6.95 0.013 0.01870 1.632 9.281 8.13 0.00113 Cherry Avenue 5009 1445.75 1454.20 58 18 1 0.626 10.030 6.24 0.28 5010 1443.75 6.95 0.013 0.03420 1.632 12.551 10.99 0.00113 Cherry Avenue 5010 1443.75 1453.00 360 18 1 0.626 10.833 6.56 0.27 5011 1429.38 7.75 0.013 0.03990 1.632 13.556 11.87 0.00113 Cherry Avenue 5011 1429.38 1439.40 401 18 1 0.626 8.063 5.41 0.31 5012 1420.51 8.52 0.013 0.02210 1.632 10.089 8.84 0.00113 Cherry Avenue T1NR6W 26NE 50%, Westgate 10%0.197 mgd 5012 1420.51 1429.30 319 18 1 0.823 5.383 4.46 0.43 5013 1417.37 7.29 0.013 0.00985 2.095 6.736 5.90 0.00113 Cherry Avenue 5013 1417.37 1425.80 267 18 1 0.823 5.369 4.46 0.43 5014 1414.75 6.93 0.013 0.00980 2.095 6.719 5.88 0.00113 Cherry Avenue 5014 1414.75 1423.30 406 18 1 0.823 5.451 4.46 0.43 5015 1410.65 7.05 0.013 0.01010 2.095 6.821 5.97 0.00113 Cherry Avenue 5015 1410.65 1419.30 401 18 1 0.823 7.216 5.45 0.37 5016 1403.55 7.15 0.013 0.01770 2.095 9.029 7.91 0.00113 Cherry Avenue 5016 1403.55 1412.20 155 18 1 0.823 7.216 5.45 0.37 5017 1400.80 7.15 0.013 0.01770 2.095 9.029 7.91 0.00113 Benefit Area Budget Cost Cherry Avenue 5017 1400.80 1409.00 329 18 1 0.823 6.860 5.26 0.38 5018 1395.54 6.70 0.013 0.01600 2.095 8.585 7.52 0.00113 Cherry Avenue 5018 1395.29 1404.50 375 21 1 0.823 9.147 4.68 0.33 5019 1390.60 7.46 0.013 0.01250 2.095 11.446 7.37 0.00092 Cherry Avenue T1NR6W 26SW, 27SE, Westgate 10%0.208 mgd Highland Avenue 5019 1390.60 1401.80 184 21 1 1.032 10.086 5.30 0.35 7018 1387.81 9.45 0.013 0.01520 2.572 12.621 8.12 0.00092 Cherry Avenue 7018 1387.81 1387.81 156 21 1 1.032 9.969 5.30 0.35 7019 1385.50 -1.75 0.013 0.01485 2.572 12.475 8.03 0.00092 City of Fontana Sewer Model Engineering Resources Cherry Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Cherry Avenue 7019 1385.50 1394.20 400 21 1 1.032 11.277 5.75 0.33 7020 1377.90 6.95 0.013 0.01900 2.572 14.111 9.08 0.00092 Cherry Avenue 7020 1377.90 1386.60 405 21 1 1.032 11.424 5.75 0.33 7021 1370.00 6.95 0.013 0.01950 2.572 14.296 9.20 0.00092 Cherry Avenue 7021 1370.00 1380.10 395 21 1 1.032 11.424 5.75 0.33 7022 1362.30 8.35 0.013 0.01950 2.572 14.296 9.20 0.00092 Cherry Avenue 7022 1362.30 1374.00 401 21 1 1.032 10.086 5.30 0.35 7023 1356.20 9.95 0.013 0.01520 2.572 12.621 8.12 0.00092 Cherry Avenue 7023 1356.20 1367.80 327 21 1 1.032 10.020 5.30 0.35 7024 1351.30 9.85 0.013 0.01500 2.572 12.538 8.07 0.00092 Cherry Avenue 7024 1351.30 1360.40 325 21 1 1.032 12.987 6.27 0.31 7025 1343.11 7.35 0.013 0.02520 2.572 16.251 10.46 0.00092 Cherry Avenue Westgate 30%0.340 mgd 7025 1343.11 1354.00 405 21 1 1.372 8.140 5.06 0.44 7026 1339.10 9.14 0.013 0.00990 3.334 10.186 6.55 0.00092 Cherry Avenue 7026 1339.10 1348.00 402 21 1 1.372 10.000 5.74 0.40 7027 1333.10 7.15 0.013 0.01494 3.334 12.513 8.05 0.00092 Cherry Avenue 7027 1333.10 1342.30 402 21 1 1.372 10.000 5.74 0.40 7028 1327.10 7.45 0.013 0.01494 3.334 12.513 8.05 0.00092 Cherry Avenue 7028 1327.10 1336.00 400 21 1 1.372 11.855 6.62 0.36 7029 1318.70 7.15 0.013 0.02100 3.334 14.835 9.55 0.00092 Cherry Avenue 7029 1318.70 1327.60 400 21 1 1.372 11.497 6.38 0.37 10735 1310.80 7.15 0.013 0.01975 3.334 14.387 9.26 0.00092 Cherry Avenue 7030 1310.80 1320.50 398 21 1 1.372 15.041 7.45 0.33 7031 1297.35 7.95 0.013 0.03380 3.334 18.821 12.11 0.00092 Cherry Avenue 7031 1297.35 1314.50 200 21 1 1.372 15.041 7.45 0.33 7032 1290.59 15.40 0.013 0.03380 3.334 18.821 12.11 0.00092 Cherry Avenue T1NR6W 35SW, Westgate 15%0.338 mgd Baseline Avenue 7032 1290.59 1308.45 93 21 1 1.710 10.348 6.37 0.43 10725 1289.10 16.11 0.013 0.01600 4.073 12.949 8.33 0.00092 Cherry Avenue 10725 1289.10 1309.00 281 21 1 1.710 8.423 5.38 0.49 10726 1286.12 18.15 0.013 0.01060 4.073 10.540 6.78 0.00092 Cherry Avenue 10726 1286.12 1303.20 353 21 1 1.710 8.423 5.38 0.49 10727 1282.38 15.33 0.013 0.01060 4.073 10.540 6.78 0.00092 Cherry Avenue 10727 1282.38 1299.20 455 21 1 1.710 10.791 6.57 0.42 10729 1274.46 15.07 0.013 0.01740 4.073 13.504 8.69 0.00092 Cherry Avenue 10729 1274.46 1296.60 467 21 1 1.710 8.181 5.24 0.50 10730 1269.79 20.39 0.013 0.01000 4.073 10.237 6.59 0.00092 Cherry Avenue 10730 1269.79 1287.40 500 21 1 1.710 8.181 5.24 0.50 10731 1264.79 15.86 0.013 0.01000 4.073 10.237 6.59 0.00092 Benefit Area Budget Cost Cherry Avenue 10731 1264.79 1280.00 500 21 1 1.710 13.787 7.79 0.37 10732 1250.59 13.46 0.013 0.02840 4.073 17.252 11.10 0.00092 Cherry Avenue West End 10%, Rancho Fontana, 45%0.512 mgd Miller Avenue 10732 1250.59 1271.77 371 21 2.222 9.541 6.32 0.52 10733 1245.54 19.43 0.013 0.01360 5.169 11.939 7.68 0.00092 City of Fontana Sewer Model Engineering Resources Cherry Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Cherry Avenue 10733 1245.54 1266.41 246 21 1 2.222 8.466 5.90 0.55 10734 1242.91 19.12 0.013 0.01071 5.169 10.594 6.82 0.00092 Cherry Avenue 10734 1242.91 1262.61 477 21 1 2.222 10.020 6.65 0.50 10735 1235.76 17.95 0.013 0.01500 5.169 12.538 8.07 0.00092 Cherry Avenue 10735 1235.76 1255.81 400 21 1 2.222 11.157 7.01 0.48 10736 1228.32 18.30 0.013 0.01860 5.169 13.962 8.98 0.00092 Cherry Avenue 10736 1228.32 1244.42 304 21 1 2.222 8.502 5.90 0.55 10737 1225.04 14.35 0.013 0.01080 5.169 10.639 6.85 0.00092 Cherry Avenue 10737 1225.04 1240.10 304 21 1 2.222 8.502 5.90 0.55 10738 1221.76 13.31 0.013 0.01080 5.169 10.639 6.85 0.00092 Cherry Avenue West End 13%0.291 mgd 10738 1221.76 1244.42 687 21 1 2.512 8.962 6.32 0.57 15A 1213.52 20.91 0.013 0.01200 5.781 11.214 7.22 0.00092 Splitter Manhole Add Foothill Blvd Sewer 3.525 mgd 6.038 mgd into manhole 20%Discharge to Cherry Ave Sewer MH 15A 80%Discharge to Foothill Ave Sewer MH 10327 Cherry Ave Prop.T1SR6W 11NW 5%0.007 mgd Manhole Discharge 1.208 mgd 15A 1213.52 1230.36 400 21 1 66,000$ 1.214 9.610 5.50 0.38 15B 1208.00 15.09 0.013 0.01380 2.983 12.026 7.74 0.00092 Cherry Ave Prop. 15B 1208.00 1032.65 400 21 1 66,000$ 1.214 9.610 5.50 0.38 15C 1202.48 -177.10 0.013 0.01380 2.983 12.026 7.74 0.00092 Cherry Ave Prop. 15C 1202.48 1012.41 400 21 1 66,000$ 1.214 9.610 5.50 0.38 15D 1196.96 -191.82 0.013 0.01380 2.983 12.026 7.74 0.00092 Splitter Manhole Add Arrow Route Sewer 2.903 mgd 4.117 mgd into manhole 0%Discharge to Cherry Ave Sewer MH 15D 100%Discharge to Arrow Route Sewer MH A2 Cherry Ave Prop.T1SR6W 11NW 95%, 10NE 70%0.230 mgd Manhole Discharge 0.000 mgd 15D 1196.96 1010.29 400 15 1 49,200$ 0.230 3.918 3.44 0.29 15E 1191.44 -187.92 0.013 0.01380 0.656 4.903 6.18 0.00144 Cherry Ave Prop. 15E 1191.44 992.08 400 15 1 49,200$ 0.230 3.918 3.44 0.29 15F 1185.92 -200.61 0.013 0.01380 0.656 4.903 6.18 0.00144 Cherry Ave Prop. 15F 1185.92 985.80 400 15 1 49,200$ 0.230 3.918 3.44 0.29 15G 1180.40 -201.37 0.013 0.01380 0.656 4.903 6.18 0.00144 Cherry Ave Prop. 15G 1180.40 981.54 400 15 1 49,200$ 0.230 3.918 3.44 0.29 15H 1174.88 -200.11 0.013 0.01380 0.656 4.903 6.18 0.00144 Cherry Ave Prop. 15H 1174.88 978.11 400 15 1 49,200$ 0.230 3.918 3.44 0.29 15I 1169.36 -198.02 0.013 0.01380 0.656 4.903 6.18 0.00144 Cherry Ave Prop. 15I 1169.36 973.89 400 15 1 49,200$ 0.230 3.918 3.44 0.29 15J 1163.84 -196.72 0.013 0.01380 0.656 4.903 6.18 0.00144 Cherry Ave Prop.T1SR6W 11SW, 10SE, 10SW 0.945 mgd Merrill Avenue 15J 1163.84 970.60 400 15 1 49,200$ 1.175 3.918 5.60 0.62 15K 1158.32 -194.49 0.013 0.01380 2.894 4.903 6.18 0.00144 Cherry Ave Prop. 15K 1158.32 1032.65 400 15 1 49,200$ 1.175 3.918 5.60 0.62 15L 1152.80 -126.92 0.013 0.01380 2.894 4.903 6.18 0.00144 Cherry Ave Prop. 15L 1152.80 1012.41 400 15 1 49,200$ 1.175 3.918 5.60 0.62 Benefit Area Budget Cost 15M 1147.28 -141.64 0.013 0.01380 2.894 4.903 6.18 0.00144 Cherry Ave Prop. 15M 1147.28 1010.29 400 15 1 49,200$ 1.175 3.918 5.60 0.62 15Q 1141.76 -138.24 0.013 0.01380 2.894 4.903 6.18 0.00144 City of Fontana Sewer Model Engineering Resources Cherry Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Cherry Ave Prop. 15N 1141.76 1032.65 400 15 1 49,200$ 1.175 3.918 5.60 0.62 15O 1136.24 -110.36 0.013 0.01380 2.894 4.903 6.18 0.00144 Cherry Ave Prop. 15O 1136.24 1012.41 400 15 1 49,200$ 1.175 3.918 5.60 0.62 15P 1130.72 -125.08 0.013 0.01380 2.894 4.903 6.18 0.00144 Cherry Ave Prop. 15P 1130.72 1010.29 400 15 1 49,200$ 1.175 3.918 5.60 0.62 15T 1141.76 -121.68 0.013 0.01380 2.894 4.903 6.18 0.00144 Cherry Ave Prop. 15Q 1141.76 992.08 400 15 1 49,200$ 1.175 3.918 5.60 0.62 15R 1136.74 -150.93 0.013 0.01380 2.894 4.903 6.18 0.00144 Cherry Ave Prop.T1SR6W 14NW, 15NE, 15NW, 16NE 50%1.306 mgd Randall Avenue 15R 1136.24 985.80 400 21 1 66,000$ 2.481 9.610 6.52 0.55 15S 1130.72 -152.19 0.013 0.01380 5.715 12.026 7.74 0.00092 Cherry Ave Prop. 15S 1130.72 981.54 400 21 1 66,000$ 2.481 9.610 6.52 0.55 15T 1125.20 -150.93 0.013 0.01380 5.715 12.026 7.74 0.00092 Cherry Ave Prop. 15T 1125.20 978.11 400 21 1 66,000$ 2.481 9.610 6.52 0.55 15U 1119.68 -148.84 0.013 0.01380 5.715 12.026 7.74 0.00092 Cherry Ave Prop. 15U 1119.68 973.89 400 21 1 66,000$ 2.481 9.610 6.52 0.55 15V 1114.16 -147.54 0.013 0.01380 5.715 12.026 7.74 0.00092 Cherry Ave Prop. 15V 1114.16 970.60 400 21 1 66,000$ 2.481 9.610 6.52 0.55 15W 1108.64 -145.31 0.013 0.01380 5.715 12.026 7.74 0.00092 Cherry Ave Prop. 15W 1108.64 973.89 400 21 1 66,000$ 2.481 9.610 6.52 0.55 15X 1103.12 -136.50 0.013 0.01380 5.715 12.026 7.74 0.00092 Cherry Ave Prop. 15X 1103.12 970.60 400 21 1 66,000$ 2.481 9.610 6.52 0.55 15Y 1097.60 -134.27 0.013 0.01380 5.715 12.026 7.74 0.00092 Cherry Ave Prop. 15Y 1097.60 973.89 400 21 1 66,000$ 2.481 9.610 6.52 0.55 15Z 1092.08 -125.46 0.013 0.01380 5.715 12.026 7.74 0.00092 Cherry Ave Prop. 15Z 1092.08 970.60 400 21 1 66,000$ 2.481 9.610 6.52 0.55 25207 1062.26 -123.23 0.013 0.01380 5.715 12.026 7.74 0.00092 Splitter Manhole Add San Bernardino Ave Sewer 10.389 mgd 12.870 mgd into manhole 0%Discharge to Cherry Ave Sewer MH 25207 100%Discharge to San Bernardino Ave Sewer MH 25123 Cherry Avenue Manhole Discharge 0.000 mgd 25207 1062.26 1072.80 335 12 1 0.000 2.015 #DIV/0!0.00 25206 1058.24 9.54 0.013 0.01200 0.000 2.522 4.97 0.00194 Cherry Avenue 25206 1058.24 1068.50 429 12 1 0.000 2.015 #DIV/0!0.00 25205 1053.09 9.26 0.013 0.01200 0.000 2.522 4.97 0.00194 Cherry Avenue 25205 1053.09 1063.20 334 12 1 0.000 2.015 #DIV/0!0.00 25204 1049.08 9.11 0.013 0.01200 0.000 2.522 4.97 0.00194 Cherry Avenue 25204 1049.08 1058.60 334 12 1 0.000 2.015 #DIV/0!0.00 25203 1045.07 8.52 0.013 0.01200 0.000 2.522 4.97 0.00194 Cherry Avenue 25203 1045.07 1054.00 334 12 1 0.000 2.015 #DIV/0!0.00 25202 1041.06 7.93 0.013 0.01200 0.000 2.522 4.97 0.00194 Cherry Avenue Benefit Area Budget Cost 25202 1041.06 1049.60 333 12 1 0.000 2.145 #DIV/0!0.00 25201 1036.53 7.54 0.013 0.01360 0.000 2.684 5.29 0.00194 City of Fontana Sewer Model Engineering Resources Cherry Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Cherry Avenue 25201 1036.53 1045.60 #REF!12 1 0.000 2.113 #DIV/0!0.00 #REF!#REF!8.07 0.013 0.01320 0.000 2.645 5.21 0.00194 Discharge to Mulberry Valley Sewer MH 25025 Job #:86025.028 Cost of Improvements $1,484,780 Date:18-May-00 Benefit Area Budget Cost 0.000 mgd avg 0.000 mgd pk City of Fontana Sewer Model Engineering Resources Cherry Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $1,484,780 Date:18-May-00 0 2 4 6 8 10 12 14 16 18 20 100810091010101110121013101410151016101710181019102010211022102310241025102630273028302930553056Cherry Avenue30363037303830393040304130423043304430453046304730483049305030513052Summit Avenue500150025003500450055006500750085009501050115012501350145015501650175018Highland Avenue70187019702070217022702370247025702670277028702970307031Baseline Avenue107251072610727107291073010731Miller Avenue107331073410735107361073710738Foothill Sewer15B15CArrow Sewer15E15F15G15H15IMerrill Avenue15K15L15M15N15O15P15QRandall Avenue15S15T15U15V15W15X15Y15ZSan Bernardino Sewer25206252052520425203Mulberry-Valley SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Citrus Avenue North Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Prop. Citrus Ave T1NR5W 31NE 50%, 31NW 45%, T1NR6W 36SE 25%, 36NE 5%0.244 mgd 9A 1442.00 1450.00 1320 12 1 133,320$ 0.244 2.655 4.37 0.35 12316 1414.50 7.00 0.013 0.02083 0.693 3.322 6.55 0.00194 Prop. Citrus Ave T1NR5W 31SW 20%, T1NR6W 36SE25%0.066 mgd Walnut Street 9B 1414.50 1422.50 1320 12 1 133,320$ 0.310 2.652 4.69 0.39 12317 1387.07 7.00 0.013 0.02078 0.860 3.318 6.54 0.00194 Splitter Manhole Add Baseline Sierra Sewer 2.785 mgd 3.094 mgd into manhole 0%Discharge to Citrus Ave Sewer MH 12315 100%Discharge to Baseline Ave Sewer MH 11272 Citrus Ave T1NR5W 31SW 30%0.057 mgd Manhole Discharge 0.000 mgd 12315 1387.07 1395.00 369 8 1 0.057 0.683 2.53 0.36 12318 1382.64 7.26 0.013 0.01200 0.185 0.855 3.79 0.00334 Citrus Ave 12316 1382.64 1388.70 411 8 1 0.057 0.837 2.85 0.33 12317 1375.24 5.39 0.013 0.01800 0.185 1.047 4.64 0.00334 Citrus Ave 12317 1375.24 1380.92 132 8 1 0.057 0.865 2.97 0.32 12318 1372.70 5.01 0.013 0.01920 0.185 1.082 4.80 0.00334 Citrus Ave 12318 1372.70 1379.00 254 8 1 0.057 0.837 2.85 0.33 12319 1368.13 5.63 0.013 0.01800 0.185 1.047 4.64 0.00334 Citrus Ave 12319 1368.13 1373.93 377 8 1 0.057 0.846 2.97 0.32 12320 1361.19 5.13 0.013 0.01840 0.185 1.059 4.70 0.00334 Citrus Ave 12320 1361.19 1367.27 189 8 1 0.057 0.855 2.97 0.32 12321 1357.63 5.41 0.013 0.01880 0.185 1.070 4.75 0.00334 Citrus Ave 12321 1357.63 1366.14 340 8 1 0.057 0.837 2.85 0.33 12322 1351.51 7.84 0.013 0.01800 0.185 1.047 4.64 0.00334 Citrus Ave 12322 1351.51 1353.10 249 8 1 0.057 0.837 2.85 0.33 12323 1347.02 0.92 0.013 0.01800 0.185 1.047 4.64 0.00334 Citrus Ave 12323 1347.02 1353.10 71 8 1 0.057 0.837 2.85 0.33 12324 1345.74 5.41 0.013 0.01800 0.185 1.047 4.64 0.00334 Citrus Ave 12324 1345.74 1353.10 538 8 1 0.057 0.837 2.85 0.33 12325 1336.05 6.69 0.013 0.01800 0.185 1.047 4.64 0.00334 Citrus Ave T1SR5W 6NW 35%0.067 mgd Miller Avenue 12325 1336.05 1344.13 307 8 1 0.124 0.809 3.49 0.48 12326 1330.89 7.41 0.013 0.01680 0.373 1.012 4.49 0.00334 Citrus Ave 12326 1330.89 1338.54 310 8 1 0.124 0.794 3.49 0.48 12327 1325.86 6.98 0.013 0.01620 0.373 0.994 4.41 0.00334 Citrus Ave 12327 1325.86 1331.93 404 8 1 0.124 0.809 3.49 0.48 12328 1319.07 5.40 0.013 0.01680 0.373 1.012 4.49 0.00334 Citrus Ave 12328 1319.07 1325.30 233 8 1 0.124 0.809 3.49 0.48 12329 1315.16 5.56 0.013 0.01680 0.373 1.012 4.49 0.00334 Citrus Ave 12329 1315.16 1321.80 269 8 1 0.124 0.809 3.49 0.48 12384 1310.64 5.97 0.013 0.01680 0.373 1.012 4.49 0.00334 Citrus Ave 12384 1310.64 1315.90 157 8 1 0.124 0.809 3.49 0.48 12331 1308.00 4.59 0.013 0.01680 0.373 1.012 4.49 0.00334 Benefit Area Budget Cost Citrus Ave Northgate 0.113 mgd 12331 1308.00 1310.00 239 8 1 0.237 0.855 4.42 0.64 12332 1303.50 1.33 0.013 0.01880 0.674 1.070 4.75 0.00334 City of Fontana Sewer Model Engineering Resources Citrus Avenue North Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Citrus Ave 12332 1303.50 1304.30 2442 8 1 0.237 0.816 4.27 0.66 17006 1261.74 0.13 0.013 0.01710 0.674 1.021 4.53 0.00334 Citrus Ave T1SR6W 1NE 30%, 1SE 50%0.155 mgd Foothill Avenue 12336 1303.50 1304.30 2503 10 1 0.392 1.479 4.73 0.61 17007 1260.70 -0.03 0.013 0.01710 1.066 1.851 5.25 0.00248 Citrus Ave T1SR5W 7NW 5%, T1SR 6W 12NE 75%0.224 mgd 17006 1261.57 1267.50 311 10 1 26,721$ 0.461 0.599 3.51 1.00 17007 1260.70 5.10 0.013 0.00280 1.236 0.749 2.13 0.00248 Citrus Ave 17007 1260.70 1269.50 309 10 1 0.461 1.693 5.38 0.62 17008 1253.78 7.97 0.013 0.02240 1.236 2.119 6.01 0.00248 Citrus Ave 17008 1253.78 1259.50 309 10 1 0.461 1.693 5.38 0.62 17009 1246.86 4.89 0.013 0.02240 1.236 2.119 6.01 0.00248 Citrus Ave T1SR5W 7NW 25%, T1SR 6W 12NE 25%0.125 mgd Arrow Route 17009 1246.86 1253.60 324 10 1 27,824$ 0.586 1.399 5.08 0.80 17010 1241.91 5.91 0.013 0.01530 1.536 1.751 4.97 0.00248 Citrus Ave 17010 1241.91 1248.00 323 10 1 27,794$ 0.586 1.329 4.91 0.83 17011 1237.45 5.26 0.013 0.01380 1.536 1.663 4.72 0.00248 Citrus Ave 17011 1237.45 1243.00 323 10 1 27,794$ 0.586 1.329 4.91 0.83 17012 1232.99 4.72 0.013 0.01380 1.536 1.663 4.72 0.00248 Citrus Ave 17012 1232.99 1239.00 373 10 1 32,096$ 0.586 1.466 5.27 0.77 17013 1226.72 5.18 0.013 0.01680 1.536 1.835 5.21 0.00248 Citrus Ave 17013 1226.72 1232.00 216 10 1 18,616$ 0.586 1.043 4.36 1.00 17014 1224.88 4.45 0.013 0.00850 1.536 1.305 3.70 0.00248 Citrus Ave 17014 1224.88 1230.80 285 10 1 24,485$ 0.586 1.043 4.36 1.00 17015 1222.46 5.09 0.013 0.00850 1.536 1.305 3.70 0.00248 Citrus Ave 17015 1222.46 1230.40 172 10 1 0.586 1.600 5.57 0.73 17016 1219.03 7.11 0.013 0.02000 1.536 2.002 5.68 0.00248 Citrus Ave 17016 1219.03 1226.00 92 10 1 0.586 1.600 5.57 0.73 17017 1217.19 6.14 0.013 0.02000 1.536 2.002 5.68 0.00248 Citrus Ave 17017 1217.19 1223.00 322 10 1 27,723$ 0.586 1.435 5.14 0.79 17018 1212.00 4.98 0.013 0.01610 1.536 1.796 5.10 0.00248 Citrus Ave 17018 1212.00 1218.50 322 10 1 27,718$ 0.586 1.376 5.03 0.81 17019 1207.23 5.67 0.013 0.01480 1.536 1.722 4.89 0.00248 Citrus Ave T1SR6W 12SE, T1SR5W 7SW 30%0.214 mgd Merrill Avenue 17019 1207.23 1212.50 354 10 1 30,479$ 0.800 1.319 5.79 1.00 22001 1202.41 4.44 0.013 0.01360 2.041 1.651 4.68 0.00248 Citrus Ave 22001 1202.41 1207.50 351 10 1 30,161$ 0.800 1.338 5.79 1.00 22002 1197.50 4.26 0.013 0.01400 2.041 1.675 4.75 0.00248 Citrus Ave 22002 1197.50 1202.30 351 10 1 30,186$ 0.800 1.131 5.79 1.00 22003 1193.99 3.97 0.013 0.01000 2.041 1.416 4.02 0.00248 Citrus Ave 22003 1193.99 1199.50 339 10 1 29,182$ 0.800 1.280 5.79 1.00 Benefit Area Budget Cost 22004 1189.65 4.68 0.013 0.01280 2.041 1.602 4.54 0.00248 Citrus Ave 22004 1189.48 1195.50 321 12 1 32,452$ 0.800 2.032 5.00 0.75 22005 1185.56 5.02 0.013 0.01220 2.041 2.543 5.01 0.00194 City of Fontana Sewer Model Engineering Resources Citrus Avenue North Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Citrus Ave 22005 1185.56 1190.00 321 12 1 0.800 2.245 5.38 0.70 22006 1180.78 3.44 0.013 0.01490 2.041 2.810 5.54 0.00194 Citrus Ave 22006 1180.78 1186.00 321 12 1 0.800 2.245 5.38 0.70 22007 1176.00 4.22 0.013 0.01490 2.041 2.810 5.54 0.00194 Citrus Ave 22007 1176.00 1181.00 328 12 1 0.800 3.116 6.69 0.58 22008 1166.59 4.00 0.013 0.02870 2.041 3.900 7.68 0.00194 Citrus Ave T1SR5W 18NW 40%, T1SR6W 13NE 25%0.150 mgd Oleander Drive Sewer 1.353 mgd 22008 1166.59 1175.00 328 12 1 33,162$ 2.303 2.015 10.52 1.00 22009 1162.65 7.41 0.013 0.01200 5.341 2.522 4.97 0.00194 Citrus Ave 22009 1162.40 1171.20 330 15 1 40,590$ 2.303 3.654 6.73 1.00 22010 1158.44 7.55 0.013 0.01200 5.341 4.572 5.77 0.00144 Citrus Ave 22010 1158.44 1167.20 325 15 1 39,975$ 2.303 3.654 6.73 1.00 22011 1154.54 7.51 0.013 0.01200 5.341 4.572 5.77 0.00144 Citrus Ave 22011 1154.54 1162.50 334 15 1 41,053$ 2.303 4.139 6.73 1.00 22012 1149.40 6.71 0.013 0.01540 5.341 5.179 6.53 0.00144 Citrus Ave 22012 1149.40 1157.60 330 15 1 40,598$ 2.303 4.125 6.73 1.00 22013 1144.35 6.95 0.013 0.01530 5.341 5.162 6.51 0.00144 Citrus Ave 22013 1144.35 1152.30 330 15 1 40,598$ 2.303 4.125 6.73 1.00 22014 1139.30 6.70 0.013 0.01530 5.341 5.162 6.51 0.00144 Citrus Ave 22014 1139.30 1146.50 330 15 1 40,598$ 2.303 4.125 6.73 1.00 22015 1134.25 5.95 0.013 0.01530 5.341 5.162 6.51 0.00144 Citrus Ave 22015 1134.25 1141.50 330 15 1 40,598$ 2.303 4.125 6.73 1.00 22016 1129.20 6.00 0.013 0.01530 5.341 5.162 6.51 0.00144 Discharge to San Bernardino Ave Sewer MH 22016 Job #:86025.028 Cost of Improvements $977,045 Date:18-May-00 2.303 mgd avg 5.341 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Citrus Avenue North Sewer Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $977,045 Date:18-May-00 DESIGN GUIDE - Sewer Capacity Analysis 0 1 2 3 4 5 6 9AWalnut StreetCitrus Avenue123161231712318123191232012321123221232312324Miller Avenue12326123271232812329123841233112332Foothill Avenue170061700717008Arrow Route170101701117012170131701417015170161701717018Merrill Avenue22001220022200322004220052200622007Oleander Sewer220092201022011220122201322014San BernardinoManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Citrus Avenue Northeast Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Prop Citrus Ave NE T1NR5W 17NW, 17SW, 18NE 50%, 18SE 50%0.336 mgd Sierra Avenue 4500 1823.00 1830.00 2640 15 1 324,720$ 0.336 2.053 2.53 0.47 4400 1813.00 5.75 0.013 0.00379 0.928 2.569 3.24 0.00144 Prop Citrus Ave NE T1NR5W 18NW 30%, 18NE 50%, 18SW, 18SE 50%0.359 mgd Cypress Avenue 4400 1813.00 1820.00 2640 15 1 324,720$ 0.695 6.150 6.73 0.37 4300 1723.25 5.75 0.013 0.03400 1.795 7.695 9.71 0.00144 Prop Citrus Ave NE T1NR5W 19NW 50%, 19NE 0.185 mgd Casa Grande Drive 4300 1723.00 1730.00 2640 18 1 380,160$ 0.880 3.338 3.24 0.58 4200 1713.00 5.50 0.013 0.00379 2.225 4.177 3.66 0.00113 Prop Citrus Ave NE T1NR5W 19NW 50%, T1NR6W 24NW 10%0.089 mgd Citrus Avenue 4200 1713.00 1720.00 2640 15 1 324,720$ 0.969 5.842 7.02 0.45 4100 1632.00 5.75 0.013 0.03068 2.430 7.311 9.22 0.00144 Prop Citrus Ave NE T1NR6W 24SE 50%, 25NE 50%, T1NR5W 19SW, 19SE0.339 mgd Summit Avenue 4100 1632.00 1640.00 2640 15 1 324,720$ 1.308 6.923 8.48 0.48 6018 1518.26 6.75 0.013 0.04308 3.193 8.663 10.93 0.00144 Discharge to Baseline - Sierra Sewer MH 9221 Job #:86025.028 Cost of Improvements $1,679,040 Date:18-May-00 Benefit Area Budget Cost 1.308 mgd avg 3.193 mgd pk City of Fontana Sewer Model Engineering Resources Citrus Avenue Northeast Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $1,679,040 Date:18-May-00 0 1 2 3 4 5 6 7 8 9 10 Sierra AvenueCypress AvenueCasa Grande DriveCitrus AvenueBaseline-Sierra SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources County Line Road East Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Mountain High Southridge Village 10%0.211 mgd 35340 934.20 932.92 215 8 1 0.211 1.114 5.11 0.52 35334 927.33 -1.95 0.013 0.03190 0.607 1.394 6.18 0.00334 Mountain High 35334 927.33 936.05 447 8 1 0.211 1.055 4.88 0.54 35335 914.55 8.05 0.013 0.02860 0.607 1.320 5.85 0.00334 Mountain High 35335 914.55 924.65 375 8 1 0.211 1.164 5.24 0.51 35336 901.49 9.43 0.013 0.03480 0.607 1.456 6.46 0.00334 Mountain High 35336 901.49 915.55 280 8 1 0.211 0.882 4.38 0.59 35337 895.90 13.39 0.013 0.02000 0.607 1.104 4.90 0.00334 Mountain High 35337 895.90 909.40 270 8 1 0.211 0.925 4.47 0.58 35338 889.95 12.83 0.013 0.02200 0.607 1.158 5.13 0.00334 Mountain High 35338 889.95 903.50 386 8 1 0.211 0.816 4.12 0.62 35339 883.35 12.88 0.013 0.01710 0.607 1.021 4.53 0.00334 Mountain High 35339 883.35 896.66 249 8 1 0.211 0.844 4.21 0.61 35348 878.80 12.64 0.013 0.01830 0.607 1.056 4.68 0.00334 Mountain High 35348 878.80 893.00 244 8 1 0.211 0.893 4.38 0.59 35349 873.80 13.53 0.013 0.02050 0.607 1.118 4.96 0.00334 Mountain High 35349 873.80 889.47 244 8 1 0.211 0.799 4.05 0.63 35358 869.80 15.00 0.013 0.01640 0.607 1.000 4.43 0.00334 Mountain High 35358 869.80 884.59 244 8 1 0.211 0.869 4.29 0.60 35365 865.07 14.12 0.013 0.01940 0.607 1.087 4.82 0.00334 Mountain High 35365 865.07 878.55 226 8 1 0.211 0.698 3.65 0.69 35359 862.25 12.81 0.013 0.01250 0.607 0.873 3.87 0.00334 Mountain High 35359 862.25 876.37 232 8 1 0.211 0.683 3.65 0.69 35360 859.46 13.45 0.013 0.01200 0.607 0.855 3.79 0.00334 Mountain High 35360 859.46 873.95 133 8 1 0.211 0.762 3.91 0.65 35245 857.48 13.82 0.013 0.01490 0.607 0.953 4.23 0.00334 Live Oak Ave Mountain High 35245 857.15 871.77 219 12 1 0.211 2.161 3.69 0.36 35246 854.13 13.62 0.013 0.01380 0.607 2.704 5.33 0.00194 Live Oak Ave 35246 854.13 869.58 225 12 1 0.211 1.528 2.82 0.44 35247 852.58 14.45 0.013 0.00690 0.607 1.912 3.77 0.00194 Live Oak Ave 35247 852.33 867.54 469 15 1 0.211 1.334 1.66 0.47 35248 851.58 13.96 0.013 0.00160 0.607 1.669 2.11 0.00144 Live Oak Ave 35248 851.58 865.69 202 15 1 0.211 2.335 2.45 0.35 35249 850.59 12.86 0.013 0.00490 0.607 2.922 3.68 0.00144 Live Oak Ave 35249 850.59 864.48 2319 15 1 0.211 1.334 1.66 0.47 35250 846.88 12.64 0.013 0.00160 0.607 1.669 2.11 0.00144 Live Oak Ave 35250 846.88 862.64 2062 15 1 0.211 1.334 1.66 0.47 35251 843.58 14.51 0.013 0.00160 0.607 1.669 2.11 0.00144 Live Oak Ave 35251 843.58 861.21 206 15 1 0.211 1.334 1.66 0.47 35261 843.25 16.38 0.013 0.00160 0.607 1.669 2.11 0.00144 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources County Line Road East Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Live Oak Ave 35261 843.25 860.60 194 15 1 0.211 1.334 1.66 0.47 35252 842.94 16.10 0.013 0.00160 0.607 1.669 2.11 0.00144 Live Oak Ave 35252 842.94 859.02 350 15 1 0.211 1.334 1.66 0.47 35253 842.38 14.83 0.013 0.00160 0.607 1.669 2.11 0.00144 Live Oak Ave 35253 842.38 855.44 319 15 1 0.211 1.334 1.66 0.47 35254 841.87 11.81 0.013 0.00160 0.607 1.669 2.11 0.00144 Live Oak Ave 35254 841.87 854.44 108 15 1 0.211 7.307 5.78 0.19 35255 836.70 11.32 0.013 0.04800 0.607 9.144 11.53 0.00144 Live Oak Ave 35255 836.70 853.20 400 15 1 0.211 1.492 1.80 0.44 35494 835.90 15.25 0.013 0.00200 0.607 1.866 2.35 0.00144 County Line Rd Southridge Village 6.5%0.137 mgd Live Oak Avenue 35494 835.65 852.90 141 18 1 0.348 3.536 2.58 0.36 35529 835.05 15.75 0.013 0.00425 0.957 4.424 3.88 0.00113 County Line Rd 35529 835.05 850.90 129 18 1 0.348 3.536 2.58 0.36 35513 834.50 14.35 0.013 0.00425 0.957 4.424 3.88 0.00113 County Line Rd 35513 834.50 848.70 464 18 1 0.348 2.210 1.87 0.46 35530 833.73 12.70 0.013 0.00166 0.957 2.765 2.42 0.00113 County Line Rd 35530 833.73 847.20 449 18 1 0.348 2.275 1.92 0.45 35531 832.94 11.97 0.013 0.00176 0.957 2.847 2.49 0.00113 County Line Rd 35531 832.94 842.72 52 18 1 0.348 2.802 2.24 0.40 35532 832.80 8.28 0.013 0.00267 0.957 3.507 3.07 0.00113 County Line Rd 35532 832.80 842.60 0 10 1 0.348 1.474 4.52 0.58 35702 832.80 8.97 0.013 0.01698 0.957 1.845 5.23 0.00248 County Line Rd 35702 832.80 842.60 -3086 10 1 0.348 1.474 4.52 0.58 35533 885.20 8.97 0.013 0.01698 0.957 1.845 5.23 0.00248 County Line Rd 35533 885.20 880.39 457 10 1 0.348 1.697 5.04 0.53 35534 874.92 -5.64 0.013 0.02250 0.957 2.123 6.03 0.00248 Force Main Discharge to Jurupa Avenue 21" Sewer MH 35534 Job #:86025.028 Cost of Improvements $0 Date:18-May-00 0.348 mgd avg 0.957 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources County Line Road East Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $0 Date:18-May-00 0 1 2 3 4 5 6 7 8 9 10 35340353343533535336353373533835339353483534935358353653535935360Live Oak Ave3524635247352483524935250352513526135252352533525435255County Line Rd355293551335530355313553235702Force Main to JurupaManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Cypress Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Cypress Ave 0.000 mgd Baseline Avenue 12190 1393.32 1400.38 23 8 1 0.000 2.527 1.53 0.01 12191 1389.60 6.39 0.013 0.16400 0.001 3.162 14.02 0.00334 Cypress Ave 12191 1389.60 1396.61 324 8 1 0.000 0.889 1.53 0.01 12192 1383.02 6.34 0.013 0.02030 0.001 1.112 4.93 0.00334 Cypress Ave 12192 1383.02 1380.92 311 8 1 0.000 0.983 1.53 0.01 12194 1375.30 -2.77 0.013 0.02480 0.001 1.230 5.45 0.00334 Cypress Ave 12194 1375.30 1384.33 186 8 1 0.000 0.789 1.53 0.01 12195 1372.33 8.36 0.013 0.01600 0.001 0.988 4.38 0.00334 Cypress Ave 12195 1372.33 1373.93 159 8 1 0.000 0.799 1.53 0.01 12196 1369.72 0.93 0.013 0.01640 0.001 1.000 4.43 0.00334 Cypress Ave 12196 1369.72 1377.82 161 8 1 0.000 0.799 1.53 0.01 12197 1367.08 7.43 0.013 0.01640 0.001 1.000 4.43 0.00334 Cypress Ave 12197 1367.08 1374.85 179 8 1 0.000 0.799 1.53 0.01 12198 1364.14 7.10 0.013 0.01640 0.001 1.000 4.43 0.00334 Cypress Ave 12198 1364.14 1371.34 244 8 1 0.000 0.799 1.53 0.01 12199 1360.14 6.53 0.013 0.01640 0.001 1.000 4.43 0.00334 Cypress Ave 12199 1360.14 1366.99 303 8 1 0.000 0.738 1.53 0.01 12200 1355.90 6.18 0.013 0.01400 0.001 0.924 4.10 0.00334 Cypress Ave 12200 1355.90 1361.75 306 8 1 0.000 0.738 1.53 0.01 12201 1351.61 5.18 0.013 0.01400 0.001 0.924 4.10 0.00334 Cypress Ave T1SR5W 6NE 40%, 6NW 10%0.096 mgd Miller Avenue 12201 1351.61 1356.51 355 8 1 0.096 0.844 3.42 0.41 12202 1345.11 4.23 0.013 0.01830 0.298 1.056 4.68 0.00334 Cypress Ave 12202 1345.11 1350.50 118 8 1 0.096 0.846 3.42 0.41 12203 1342.94 4.72 0.013 0.01840 0.298 1.059 4.70 0.00334 Cypress Ave 12203 1342.94 1350.50 246 8 1 0.096 0.846 3.42 0.41 12204 1338.42 6.89 0.013 0.01840 0.298 1.059 4.70 0.00334 Cypress Ave 12204 1338.42 1345.00 362 8 1 0.096 0.846 3.42 0.41 12205 1331.76 5.91 0.013 0.01840 0.298 1.059 4.70 0.00334 Cypress Ave 12205 1331.76 1339.95 362 8 1 0.096 0.846 3.42 0.41 12206 1325.10 7.52 0.013 0.01840 0.298 1.059 4.70 0.00334 Cypress Ave 12206 1325.10 1332.00 362 8 1 0.096 0.846 3.42 0.41 12207 1318.44 6.23 0.013 0.01840 0.298 1.059 4.70 0.00334 Cypress Ave 12207 1318.44 1325.00 405 8 1 0.096 0.777 3.21 0.43 12208 1312.17 5.89 0.013 0.01550 0.298 0.972 4.31 0.00334 Cypress Ave 12208 1312.17 1319.00 404 8 1 0.096 0.774 3.21 0.43 12209 1305.95 6.16 0.013 0.01540 0.298 0.969 4.30 0.00334 Cypress Ave T1SR5W 6SE 50% T1SR5W 6SW 50%0.163 mgd Foothill Blvd 12209 1305.95 1312.00 365 8 1 25,891$ 0.259 0.720 4.03 0.75 17035 1301.10 5.38 0.013 0.01330 0.732 0.900 3.99 0.00334 Cypress Ave 17035 1301.10 1306.10 412 8 1 0.259 0.811 4.34 0.70 17036 1294.14 4.33 0.013 0.01690 0.732 1.015 4.50 0.00334 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Cypress Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Cypress Ave 17036 1294.14 1300.00 317 8 1 0.259 0.811 4.34 0.70 17037 1288.78 5.19 0.013 0.01690 0.732 1.015 4.50 0.00334 Cypress Ave 17037 1288.78 1293.60 365 8 1 0.259 0.932 4.80 0.64 17038 1280.64 4.15 0.013 0.02230 0.732 1.166 5.17 0.00334 Cypress Ave 17038 1280.64 1285.50 362 8 1 0.259 0.816 4.34 0.70 17039 1274.46 4.19 0.013 0.01710 0.732 1.021 4.53 0.00334 Cypress Ave 17039 1274.29 1279.00 425 10 1 0.259 1.628 4.50 0.47 17040 1265.50 3.88 0.013 0.02070 0.732 2.037 5.78 0.00248 Cypress Ave 17040 1265.50 1270.50 471 10 1 0.259 1.270 3.77 0.54 17041 1259.57 4.17 0.013 0.01260 0.732 1.589 4.51 0.00248 Cypress Ave T1SR5W 7NE 50%, T1SR5W 7NW 10%0.134 mgd Arrow Blvd 17041 1259.57 1265.10 379 10 1 0.394 1.417 4.58 0.63 17042 1253.62 4.70 0.013 0.01570 1.070 1.774 5.03 0.00248 Cypress Ave 17042 1253.62 1259.50 349 10 1 0.394 1.417 4.58 0.63 17043 1248.14 5.05 0.013 0.01570 1.070 1.774 5.03 0.00248 Cypress Ave 17043 1248.14 1253.50 308 10 1 0.394 1.417 4.58 0.63 17044 1243.31 4.53 0.013 0.01570 1.070 1.774 5.03 0.00248 Cypress Ave 17044 1243.31 1248.50 296 10 1 0.394 1.417 4.58 0.63 17045 1238.67 4.36 0.013 0.01570 1.070 1.774 5.03 0.00248 Orange Way T1SR5W 7SE 25%0.067 mgd Cypress Avenue 17045 1238.67 1244.40 450 10 1 38,700$ 0.460 0.531 3.50 1.00 17107 1237.68 4.90 0.013 0.00220 1.234 0.664 1.88 0.00248 Orange Way 17107 1237.68 1245.00 332 8 1 23,559$ 0.460 0.293 5.47 1.00 17108 1236.95 6.65 0.013 0.00220 1.234 0.366 1.62 0.00334 Orange Way 17108 1236.95 1244.50 332 8 1 23,559$ 0.460 0.293 5.47 1.00 17109 1236.22 6.88 0.013 0.00220 1.234 0.366 1.62 0.00334 Discharge to Oleander Drive Sewer MH 17030 Job #:86025.028 Cost of Improvements $111,709 Date:18-May-00 0.460 mgd avg 1.234 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Cypress Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $111,709 Date:18-May-00 0 1 1 2 2 3 3 4 Baseline Avenue121911219212194121951219612197121981219912200Miller Avenue12202122031220412205122061220712208Foothill Blvd170351703617037170381703917040Arrow Blvd170421704317044Orange Way17107Oleander SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Cypress - Juniper Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Juniper Avenue T1NR5W 31SE 0.192 mgd Baseline Avenue 12135 1399.59 1412.80 374 8 1 0.192 0.678 3.52 0.66 12136 1395.18 12.54 0.013 0.01180 0.556 0.848 3.76 0.00334 Juniper Avenue 12136 1395.18 1405.00 357 8 1 0.192 0.683 3.52 0.66 12137 1390.89 9.15 0.013 0.01200 0.556 0.855 3.79 0.00334 Juniper Avenue 12137 1390.89 1398.00 310 8 1 0.192 0.789 3.93 0.60 12138 1385.93 6.44 0.013 0.01600 0.556 0.988 4.38 0.00334 Juniper Avenue 12138 1385.93 1393.26 350 8 1 0.192 0.837 4.10 0.58 12139 1379.63 6.66 0.013 0.01800 0.556 1.047 4.64 0.00334 Juniper Avenue 12139 1379.63 1387.20 364 8 1 0.192 0.837 4.10 0.58 12140 1373.08 6.90 0.013 0.01800 0.556 1.047 4.64 0.00334 Juniper Avenue 12140 1373.08 1381.50 317 8 1 0.192 0.837 4.10 0.58 12141 1367.38 7.75 0.013 0.01800 0.556 1.047 4.64 0.00334 Juniper Avenue 12141 1367.38 1375.21 351 8 1 0.192 0.882 4.27 0.56 12142 1360.36 7.16 0.013 0.02000 0.556 1.104 4.90 0.00334 Juniper Avenue 12142 1360.36 1368.17 343 8 1 0.192 0.925 4.37 0.55 12143 1352.82 7.14 0.013 0.02200 0.556 1.158 5.13 0.00334 Juniper Avenue T1SR5W 6NE 60%0.116 mgd Miller Avenue 12143 1352.82 1362.00 373 8 1 26,453$ 0.307 0.695 4.03 0.89 12144 1348.20 8.51 0.013 0.01240 0.855 0.869 3.85 0.00334 Juniper Avenue 12144 1348.20 1355.80 383 8 1 27,203$ 0.307 0.818 4.59 0.77 12145 1341.61 6.93 0.013 0.01720 0.855 1.024 4.54 0.00334 Juniper Avenue 12145 1341.61 1349.20 491 8 1 34,829$ 0.307 0.837 4.65 0.76 12146 1332.78 6.92 0.013 0.01800 0.855 1.047 4.64 0.00334 Juniper Avenue 12146 1332.78 1341.38 480 8 1 34,064$ 0.307 0.832 4.65 0.76 12147 1324.24 7.93 0.013 0.01780 0.855 1.042 4.62 0.00334 Juniper Avenue 12147 1324.24 1332.50 328 8 1 23,277$ 0.307 0.828 4.65 0.76 12148 1318.47 7.59 0.013 0.01760 0.855 1.036 4.59 0.00334 Juniper Avenue 12148 1318.47 1328.75 329 8 1 0.307 0.928 4.99 0.71 12149 1311.21 9.61 0.013 0.02210 0.855 1.161 5.15 0.00334 Juniper Avenue TINR5W 5NW 10%, 5SW 50%, 6SE 50%0.233 mgd 12149 1311.04 1321.20 359 10 1 30,870$ 0.541 1.310 4.72 0.80 12150 1306.23 9.33 0.013 0.01340 1.429 1.639 4.65 0.00248 Juniper Avenue Foothill Blvd 12150 1306.23 1315.50 146 10 1 12,593$ 0.541 1.037 4.05 1.00 17156 1305.00 8.44 0.013 0.00840 1.429 1.297 3.68 0.00248 Juniper Avenue 17156 1305.00 1313.50 220 10 1 0.541 1.704 5.70 0.67 17157 1300.00 7.67 0.013 0.02270 1.429 2.133 6.05 0.00248 Juniper Avenue 17157 1300.00 1309.50 292 10 1 25,130$ 0.541 1.404 5.04 0.75 17158 1295.50 8.67 0.013 0.01540 1.429 1.757 4.99 0.00248 Juniper Avenue 17158 1295.50 1303.50 335 10 1 0.541 1.449 5.11 0.74 17159 1290.00 7.17 0.013 0.01640 1.429 1.813 5.14 0.00248 Juniper Avenue 17159 1290.00 1298.00 331 10 1 28,477$ 0.541 1.390 4.97 0.76 17160 1285.00 7.17 0.013 0.01510 1.429 1.739 4.94 0.00248 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Cypress - Juniper Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Juniper Avenue 17160 1285.00 1293.00 330 10 1 28,360$ 0.541 1.295 4.72 0.80 17161 1280.68 7.17 0.013 0.01310 1.429 1.620 4.60 0.00248 Juniper Avenue 17161 1280.68 1288.00 328 10 1 28,206$ 0.541 1.353 4.85 0.78 17162 1275.99 6.49 0.013 0.01430 1.429 1.693 4.80 0.00248 Juniper Avenue 17162 1275.99 1284.00 238 10 1 0.541 1.697 5.70 0.67 17163 1270.64 7.18 0.013 0.02250 1.429 2.123 6.03 0.00248 Juniper Avenue 17163 1270.64 1279.50 382 10 1 32,868$ 0.541 1.218 4.52 0.84 17164 1266.21 8.03 0.013 0.01160 1.429 1.525 4.33 0.00248 Juniper Avenue 17164 1266.04 1274.90 857 12 1 86,523$ 0.541 1.008 2.82 1.00 17165 1263.47 7.86 0.013 0.00300 1.429 1.261 2.48 0.00194 Juniper Avenue T1SR5W 7NE 50%0.113 mgd Arrow Blvd 17165 1263.47 1272.80 324 12 1 0.653 2.081 4.78 0.66 17166 1259.32 8.33 0.013 0.01280 1.697 2.604 5.13 0.00194 Juniper Avenue 17166 1259.32 1268.00 340 12 1 0.653 2.097 4.78 0.66 17167 1254.90 7.68 0.013 0.01300 1.697 2.625 5.17 0.00194 Juniper Avenue 17167 1254.90 1263.00 338 12 1 0.653 2.334 5.13 0.62 17168 1249.46 7.10 0.013 0.01610 1.697 2.921 5.76 0.00194 Juniper Avenue 17168 1249.46 1257.50 342 12 1 0.653 2.334 5.13 0.62 17169 1243.95 7.04 0.013 0.01610 1.697 2.921 5.76 0.00194 Juniper Avenue 17169 1243.95 1252.00 396 12 1 39,967$ 0.653 1.539 3.90 0.80 17170 1241.18 7.05 0.013 0.00700 1.697 1.926 3.80 0.00194 Juniper Avenue 17170 1241.18 1247.00 337 12 1 0.653 2.398 5.34 0.60 17171 1235.45 4.82 0.013 0.01700 1.697 3.001 5.91 0.00194 Juniper Avenue 17171 1235.45 1243.45 514 12 1 0.653 2.398 5.34 0.60 17172 1226.72 7.00 0.013 0.01700 1.697 3.001 5.91 0.00194 Juniper Avenue 17172 1226.72 1236.50 158 12 1 0.653 2.398 5.34 0.60 17173 1224.04 8.78 0.013 0.01700 1.697 3.001 5.91 0.00194 Juniper Avenue T1SR5W 7SE 75%0.201 mgd Merrill Avenue 17173 1224.04 1231.50 179 12 1 0.854 2.391 5.71 0.70 22172 1221.01 6.46 0.013 0.01690 2.166 2.992 5.90 0.00194 Juniper Avenue 22172 1221.01 1226.20 333 12 1 0.854 2.253 5.46 0.73 22173 1216.01 4.19 0.013 0.01500 2.166 2.819 5.56 0.00194 Juniper Avenue 22173 1216.01 1221.00 332 12 1 0.854 2.260 5.46 0.73 22174 1211.00 3.99 0.013 0.01510 2.166 2.829 5.57 0.00194 Juniper Avenue 22174 1211.00 1216.00 332 12 1 0.854 2.735 6.21 0.65 22175 1203.66 4.00 0.013 0.02210 2.166 3.422 6.74 0.00194 Juniper Avenue 22175 1203.66 1211.50 330 12 1 33,347$ 0.854 1.981 4.97 0.80 22176 1199.83 6.84 0.013 0.01160 2.166 2.479 4.89 0.00194 Juniper Avenue 22176 1199.83 1205.50 331 12 1 0.854 2.260 5.46 0.73 22177 1194.83 4.67 0.013 0.01510 2.166 2.829 5.57 0.00194 Juniper Avenue 22177 1194.83 1200.00 331 12 1 0.854 2.260 5.46 0.73 22178 1189.83 4.17 0.013 0.01510 2.166 2.829 5.57 0.00194 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Cypress - Juniper Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Juniper Avenue 22178 1189.83 1195.50 298 12 1 0.854 2.260 5.46 0.73 22179 1185.33 4.67 0.013 0.01510 2.166 2.829 5.57 0.00194 Juniper Avenue T1SR5W 18NE 0.257 mgd Mango Street Sewer 1.353 mgd 22179 1184.83 1190.30 400 18 1 57,600$ 2.465 3.162 4.97 1.00 22180 1176.47 3.97 0.013 0.00340 5.681 3.957 3.47 0.00113 Juniper Avenue 22180 1176.47 1186.00 326 18 1 46,903$ 2.465 3.209 4.97 1.00 22181 1175.33 8.03 0.013 0.00350 5.681 4.015 3.52 0.00113 Juniper Avenue 22181 1175.33 1180.50 327 18 1 2.465 6.924 7.10 0.66 22182 1170.00 3.67 0.013 0.01630 5.681 8.665 7.59 0.00113 Filbert Street Juniper Avenue 22182 1170.00 1175.50 264 18 1 38,000$ 2.465 3.254 4.97 1.00 22183 1169.05 4.00 0.013 0.00360 5.681 4.072 3.57 0.00113 Filbert Street 22183 1169.05 1175.30 261 18 1 37,600$ 2.465 3.254 4.97 1.00 22184 1168.11 4.75 0.013 0.00360 5.681 4.072 3.57 0.00113 Filbert Street 22184 1168.11 1174.30 403 18 1 58,000$ 2.465 3.254 4.97 1.00 22185 1166.66 4.69 0.013 0.00360 5.681 4.072 3.57 0.00113 Filbert Street 22185 1166.66 1172.90 250 18 1 36,000$ 2.465 3.254 4.97 1.00 22146 1165.76 4.74 0.013 0.00360 5.681 4.072 3.57 0.00113 Cypress Avenue Filbert Street 22146 1165.76 1172.00 383 18 1 55,102$ 2.465 5.369 5.95 0.78 22147 1162.01 4.74 0.013 0.00980 5.681 6.719 5.88 0.00113 Cypress Avenue 22147 1162.01 1168.00 330 18 1 2.465 6.752 6.99 0.67 22148 1156.90 4.49 0.013 0.01550 5.681 8.449 7.40 0.00113 Cypress Avenue 22148 1156.90 1163.00 329 18 1 2.465 6.687 6.87 0.68 22149 1151.90 4.60 0.013 0.01520 5.681 8.367 7.33 0.00113 Cypress Avenue 22149 1151.90 1158.00 329 18 1 2.465 6.687 6.87 0.68 22150 1146.90 4.60 0.013 0.01520 5.681 8.367 7.33 0.00113 Cypress Avenue 22150 1146.90 1153.00 367 18 1 2.465 6.576 6.87 0.68 27160 1141.51 4.60 0.013 0.01470 5.681 8.228 7.21 0.00113 Splitter Manhole Add San Bernardino Ave Sewer 2.678 mgd 5.143 mgd into manhole 0%Discharge to Cypress Juniper Sewer MH 27160 100%Discharge to San Bernardino Ave Sewer MH 25166 Cypress Ave Manhole Discharge 0.000 mgd 27160 1141.51 1148.25 52 24 1 0.000 22.829 #DIV/0!0.00 27161 1139.51 4.74 0.013 0.03820 0.000 28.567 14.07 0.00077 Cypress Ave 27161 1139.51 1147.20 459 24 1 0.000 14.448 #DIV/0!0.00 27162 1132.49 5.69 0.013 0.01530 0.000 18.079 8.91 0.00077 Cypress Ave 27162 1132.49 1141.44 403 24 1 0.000 12.526 #DIV/0!0.00 27163 1127.85 6.95 0.013 0.01150 0.000 15.674 7.72 0.00077 Cypress Ave 27163 1127.85 1136.64 403 24 1 0.000 13.059 #DIV/0!0.00 27164 1122.81 6.79 0.013 0.01250 0.000 16.341 8.05 0.00077 Cypress Ave 27164 1122.81 1131.72 404 24 1 0.000 12.361 #DIV/0!0.00 27165 1118.29 6.91 0.013 0.01120 0.000 15.468 7.62 0.00077 Cypress Ave 27165 1118.29 1126.92 403 24 1 0.000 12.688 #DIV/0!0.00 27166 1113.53 6.63 0.013 0.01180 0.000 15.877 7.82 0.00077 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Cypress - Juniper Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Cypress Ave 27166 1113.53 1122.23 302 24 1 0.000 13.266 #DIV/0!0.00 27167 1109.63 6.70 0.013 0.01290 0.000 16.601 8.18 0.00077 Cypress Ave 27167 1109.63 1118.50 238 24 1 0.000 19.475 #DIV/0!0.00 27168 1103.00 6.87 0.013 0.02780 0.000 24.370 12.01 0.00077 Diversion Manhole Cypress Sewer is below Valley Sewer 0.688 mgd into manhole in Valley Sewer 100%Discharge to Cypress Ave Sewer MH 27168 0%Discharge to Valley Blvd Sewer MH 25123 Cypress Ave Manhole Discharge 0.688 mgd 27168 1102.75 1115.60 14 27 1 0.688 53.752 11.56 0.11 27169 1101.12 10.60 0.013 0.11300 1.778 67.263 26.18 0.00066 Cypress Ave 27169 1101.12 1115.69 251 27 1 0.688 14.829 3.75 0.24 27170 1098.96 12.32 0.013 0.00860 1.778 18.556 7.22 0.00066 Cypress Ave 27170 1098.96 1112.79 199 27 1 0.688 14.302 3.54 0.25 27171 1097.37 11.58 0.013 0.00800 1.778 17.897 6.97 0.00066 Cypress Ave 27171 1097.37 1110.17 407 27 1 0.688 14.302 3.54 0.25 27172 1094.11 10.55 0.013 0.00800 1.778 17.897 6.97 0.00066 Cypress Ave 27172 1094.11 1104.94 272 27 1 0.688 34.997 9.06 0.13 27173 1081.10 8.58 0.013 0.04790 1.778 43.793 17.05 0.00066 Cypress Ave 27173 1081.10 1101.00 430 27 1 0.688 15.170 3.75 0.24 27174 1077.23 17.65 0.013 0.00900 1.778 18.983 7.39 0.00066 Cypress Ave 27174 1076.98 1095.62 244 30 1 0.688 14.975 3.04 0.24 27175 1075.76 16.14 0.013 0.00500 1.778 18.739 5.91 0.00057 Cypress Ave 27175 1075.76 1092.31 270 30 1 0.688 14.975 3.04 0.24 27176 1074.41 14.05 0.013 0.00500 1.778 18.739 5.91 0.00057 Cypress Ave T1SR5W 19SW 70%, 19SE 70%, 20SW 50%0.564 mgd 27176 1074.41 1089.00 356 30 1 1.251 14.975 3.66 0.31 27177 1072.63 12.09 0.013 0.00500 3.066 18.739 5.91 0.00057 Cypress Ave 27177 1072.63 1085.22 332 30 1 1.251 14.975 3.66 0.31 27178 1070.97 10.09 0.013 0.00500 3.066 18.739 5.91 0.00057 Cypress Ave Slover Avenue 27178 1070.97 1081.94 6640 27 1 1.251 15.170 4.52 0.31 32202 1011.21 8.72 0.013 0.00900 3.066 18.983 7.39 0.00066 Cypress Ave 33033 1066.88 1076.35 402 27 1 1.251 18.162 4.96 0.29 33034 1061.69 7.22 0.013 0.01290 3.066 22.726 8.85 0.00066 Cypress Ave 33034 1061.69 1071.09 402 27 1 1.251 18.162 4.96 0.29 33035 1056.50 7.15 0.013 0.01290 3.066 22.726 8.85 0.00066 Cypress Ave 33035 1056.50 1065.88 403 27 1 1.251 17.806 4.96 0.29 33036 1051.50 7.13 0.013 0.01240 3.066 22.282 8.67 0.00066 Cypress Ave 33036 1051.50 1060.83 405 27 1 1.251 16.847 4.73 0.30 33037 1047.01 7.08 0.013 0.01110 3.066 21.081 8.21 0.00066 Cypress Ave 33037 1047.01 1056.32 321 27 1 1.251 16.923 4.73 0.30 33038 1043.41 7.06 0.013 0.01120 3.066 21.176 8.24 0.00066 Cypress Ave 33038 1043.41 1052.72 328 27 1 1.251 28.738 7.31 0.22 33039 1032.81 7.06 0.013 0.03230 3.066 35.962 14.00 0.00066 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Cypress - Juniper Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Cypress Ave T1SR5W 30NW 50%, 30NE 0.274 mgd 33039 1032.56 1049.40 381 30 1 1.526 15.418 3.86 0.34 33040 1030.54 14.34 0.013 0.00530 3.672 19.293 6.08 0.00057 Cypress Ave 33040 1030.54 1045.43 413 30 1 1.526 15.271 3.86 0.34 33041 1028.39 12.39 0.013 0.00520 3.672 19.110 6.03 0.00057 Cypress Ave 33041 1028.39 1043.14 413 30 1 1.526 15.418 3.86 0.34 33042 1026.20 12.25 0.013 0.00530 3.672 19.293 6.08 0.00057 Cypress Ave 33042 1026.20 1040.57 413 30 1 1.526 15.706 4.02 0.33 33043 1023.93 11.87 0.013 0.00550 3.672 19.653 6.20 0.00057 Cypress Ave 33043 1023.93 1037.43 415 30 1 1.526 15.271 3.86 0.34 33044 1021.77 11.00 0.013 0.00520 3.672 19.110 6.03 0.00057 Cypress Ave 33044 1021.77 1034.69 413 30 1 1.526 15.271 3.86 0.34 33045 1019.62 10.42 0.013 0.00520 3.672 19.110 6.03 0.00057 Cypress Ave 33045 1019.62 1032.24 216 27 1 1.526 28.694 7.31 0.25 33046 1012.68 10.37 0.013 0.03220 3.672 35.906 13.98 0.00066 Cypress Ave T1SR5W 30SW 50%, 30SE 0.193 mgd 33046 1012.68 1030.05 82 27 1 1.719 21.453 6.03 0.31 32202 1011.21 15.12 0.013 0.01800 4.093 26.846 10.45 0.00066 Discharge to Jurupa Avenue 42" Sewer MH 32202 Job #:86025.028 Cost of Improvements $821,373 Date:18-May-00 Benefit Area Budget Cost 1.719 mgd avg 4.093 mgd pk City of Fontana Sewer Model Engineering Resources Cypress - Juniper Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $821,373 Date:18-May-00 0 10 20 30 40 50 60 70 80 Baseline Avenue12136121371213812139121401214112142Miller Avenue121441214512146121471214812149Foothill Blvd171561715717158171591716017161171621716317164Arrow Blvd17166171671716817169171701717117172Merrill Avenue22172221732217422175221762217722178Mango Sewer2218022181Filbert Street221832218422185Cypress Avenue22147221482214922150San Bernardino27161271622716327164271652716627167Valley Sewer271692717027171271722717327174271752717627177Slover Avenue33033330343303533036330373303833039330403304133042330433304433045Jurupa SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources East Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min West Liberty Pkwy Westgate 20%0.227 mgd 7012 1384.95 1393.00 220 15 1 0.227 5.891 4.70 0.23 7013 1378.09 6.80 0.013 0.03120 0.648 7.372 9.30 0.00144 West Liberty Pkwy 7013 1378.09 1389.96 400 15 1 0.227 2.109 2.34 0.38 7010 1376.49 10.62 0.013 0.00400 0.648 2.640 3.33 0.00144 West Liberty Pkwy 7010 1376.49 1388.70 23 15 1 0.227 7.383 5.74 0.20 7006 1375.34 10.96 0.013 0.04900 0.648 9.239 11.65 0.00144 West Liberty Pkwy 7006 1375.34 1384.23 136 8 1 0.227 1.248 5.60 0.51 7007 1369.88 8.22 0.013 0.04000 0.648 1.561 6.92 0.00334 West Liberty Pkwy 7007 1369.88 1384.03 74 8 1 0.227 1.248 5.60 0.51 7009 1366.91 13.48 0.013 0.04000 0.648 1.561 6.92 0.00334 West Liberty Pkwy West End 10%0.223 mgd Baseline Avenue 7009 1366.33 1380.53 253 15 1 0.450 21.094 16.21 0.15 10016 1265.11 12.95 0.013 0.40000 1.210 26.396 33.29 0.00144 West Liberty Pkwy 10016 1265.11 1281.29 59 15 1 0.450 2.983 3.60 0.44 10017 1264.64 14.93 0.013 0.00800 1.210 3.733 4.71 0.00144 West Liberty Pkwy 10017 1264.64 1280.22 173 15 1 0.450 3.129 3.71 0.43 10018 1263.12 14.33 0.013 0.00880 1.210 3.915 4.94 0.00144 West Liberty Pkwy 10018 1263.12 1280.42 130 15 1 0.450 2.983 3.60 0.44 10019 1262.08 16.05 0.013 0.00800 1.210 3.733 4.71 0.00144 West Liberty Pkwy 10019 1262.08 1274.80 136 15 1 0.450 3.129 3.71 0.43 10020 1260.88 11.47 0.013 0.00880 1.210 3.915 4.94 0.00144 West Liberty Pkwy 10020 1260.88 1275.00 383 15 1 0.450 3.129 3.71 0.43 10021 1257.51 12.87 0.013 0.00880 1.210 3.915 4.94 0.00144 West Liberty Pkwy 10021 1257.51 1270.70 348 15 1 0.450 3.129 3.71 0.43 10022 1254.45 11.94 0.013 0.00880 1.210 3.915 4.94 0.00144 West Liberty Pkwy 10022 1254.45 1266.00 356 15 1 0.450 3.143 3.71 0.43 10023 1251.29 10.30 0.013 0.00888 1.210 3.933 4.96 0.00144 West Liberty Pkwy 10023 1251.29 1384.33 274 15 1 0.450 3.129 3.71 0.43 10024 1248.88 131.79 0.013 0.00880 1.210 3.915 4.94 0.00144 West Liberty Pkwy 10024 1248.88 1259.52 302 15 1 0.450 3.129 3.71 0.43 10025 1246.22 9.39 0.013 0.00880 1.210 3.915 4.94 0.00144 West Liberty Pkwy 10025 1246.22 1255.48 627 15 1 0.450 4.497 4.71 0.36 10026 1234.82 8.01 0.013 0.01818 1.210 5.627 7.10 0.00144 West Liberty Pkwy 10026 1234.82 1250.13 438 15 1 0.450 3.770 4.22 0.39 10027 1229.22 14.06 0.013 0.01278 1.210 4.718 5.95 0.00144 West Liberty Pkwy 10027 1229.22 1371.34 243 15 1 0.450 3.592 4.08 0.40 10028 1226.40 140.87 0.013 0.01160 1.210 4.495 5.67 0.00144 West Liberty Pkwy 10028 1226.40 1366.99 323 15 1 0.450 3.592 4.08 0.40 Benefit Area Budget Cost 10284 1222.65 139.34 0.013 0.01160 1.210 4.495 5.67 0.00144 West Liberty Pkwy West End 20%0.447 mgd 10284 1222.65 1236.40 384 15 1 0.897 3.744 5.06 0.55 10285 1217.81 12.50 0.013 0.01260 2.265 4.685 5.91 0.00144 West Liberty Pkwy 10285 1217.81 1231.97 276 15 1 0.897 4.425 5.71 0.50 10286 1212.95 12.91 0.013 0.01760 2.265 5.537 6.98 0.00144 City of Fontana Sewer Model Engineering Resources East Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Line M 10286 1212.70 1228.42 523 18 1 0.897 3.430 3.30 0.58 10287 1210.61 14.22 0.013 0.00400 2.265 4.292 3.76 0.00113 Line M 10287 1210.61 1221.60 462 18 1 0.897 4.339 3.87 0.51 10288 1207.65 9.49 0.013 0.00640 2.265 5.429 4.76 0.00113 East Ave.West End 17%0.380 mgd 10288 1207.40 1217.17 426 21 1 1.277 14.450 7.28 0.32 10289 1194.11 8.02 0.013 0.03120 3.124 18.083 11.64 0.00092 East Ave. 10289 1194.11 1207.60 405 21 1 1.277 8.811 5.20 0.41 10290 1189.41 11.74 0.013 0.01160 3.124 11.026 7.10 0.00092 East Ave. 10290 1189.41 1204.00 273 21 1 1.277 10.604 5.97 0.37 10291 1184.83 12.84 0.013 0.01680 3.124 13.269 8.54 0.00092 East Ave. 10291 1184.83 1199.60 414 21 1 1.277 12.353 6.44 0.35 10292 1175.38 13.02 0.013 0.02280 3.124 15.458 9.95 0.00092 East Ave. 10292 1175.38 1194.20 159 21 1 1.277 9.783 5.56 0.39 10293 1173.10 17.07 0.013 0.01430 3.124 12.242 7.88 0.00092 East Ave 10293 1173.10 1197.50 100 21 1 1.277 9.783 5.56 0.39 10312 1173.75 22.65 0.013 0.01430 3.124 12.242 7.88 0.00092 Discharge to Foothill Avenue Sewer MH 10302 Job #:86025.028 Cost of Improvements $0 Date:18-May-00 1.277 mgd avg 3.124 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources East Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis 0 5 10 15 20 25 30 70127013701070067007Baseline Avenue1001610017100181001910020100211002210023100241002510026100271002810284102851028610287East Ave.10289102901029110292Foothill SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $0 Date:18-May-00 Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Etiwanda Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Foothill Blvd Foothill Blvd 6.885 mgd 10312 1172.75 1197.60 238 33 1 6.885 17.270 5.30 0.67 14001 1171.80 22.10 0.013 0.00400 14.468 21.611 5.63 0.00050 East Avenue 14001 1171.55 1194.80 542 36 1 6.885 23.859 5.61 0.55 14002 1168.95 20.25 0.013 0.00480 14.468 29.856 6.54 0.00045 East Avenue 14002 1168.95 1186.80 590 36 1 6.885 24.351 5.61 0.55 14003 1166.00 14.85 0.013 0.00500 14.468 30.471 6.67 0.00045 East Avenue 14003 1166.50 1180.00 464 30 1 6.885 23.005 7.91 0.56 14004 1161.02 11.00 0.013 0.01180 14.468 28.787 9.08 0.00057 East Avenue 14004 1161.02 1173.40 400 30 1 6.885 23.005 7.91 0.56 14005 1156.30 9.88 0.013 0.01180 14.468 28.787 9.08 0.00057 East Avenue 14005 1156.30 1167.20 400 30 1 6.885 23.005 7.91 0.56 14006 1151.58 8.40 0.013 0.01180 14.468 28.787 9.08 0.00057 East Avenue 14006 1151.58 1161.20 404 30 1 6.885 23.102 7.91 0.56 14007 1146.77 7.12 0.013 0.01190 14.468 28.909 9.12 0.00057 Arrow Route Arrow Route Sewer 4.306 mgd 14007 1146.77 1157.00 116 30 1 11.191 23.005 8.95 0.74 14008 1145.40 7.73 0.013 0.01180 22.512 28.787 9.08 0.00057 Arrow Route 14008 1145.40 1156.70 180 30 1 40,500$ 11.191 14.975 7.10 1.00 14009 1144.50 8.80 0.013 0.00500 22.512 18.739 5.91 0.00057 Arrow Route 14009 1143.50 1156.40 500 42 1 11.191 24.365 4.77 0.71 14010 1142.40 9.40 0.013 0.00220 22.512 30.489 4.90 0.00037 Arrow Route 14010 1142.40 1155.40 500 42 1 11.191 24.365 4.77 0.71 14011 1141.30 9.50 0.013 0.00220 22.512 30.489 4.90 0.00037 Arrow Route 14011 1141.30 1152.40 464 42 1 11.191 24.365 4.77 0.71 14012 1140.28 7.60 0.013 0.00220 22.512 30.489 4.90 0.00037 Arrow Route 14012 1140.28 1152.00 400 42 1 11.191 24.365 4.77 0.71 14013 1139.40 8.22 0.013 0.00220 22.512 30.489 4.90 0.00037 Arrow Route 14013 1139.40 1154.30 614 42 1 11.191 24.365 4.77 0.71 14014 1138.05 11.40 0.013 0.00220 22.512 30.489 4.90 0.00037 Discharge to RP-4 Etiwanda Avenue Arrow Route 14014 1138.05 1155.90 460 42 1 0.000 54.729 #DIV/0!0.00 14015 1132.94 14.35 0.013 0.01110 0.000 68.485 11.02 0.00037 Etiwanda Avenue 14015 1132.94 1153.00 464 42 1 0.000 34.457 #DIV/0!0.00 14016 1130.90 16.56 0.013 0.00440 0.000 43.118 6.94 0.00037 Etiwanda Avenue 14016 1130.90 1148.60 502 42 1 0.000 34.457 #DIV/0!0.00 14017 1128.69 14.20 0.013 0.00440 0.000 43.118 6.94 0.00037 Etiwanda Avenue 14017 1128.69 1145.00 536 36 1 0.000 35.788 #DIV/0!0.00 14018 1122.90 13.31 0.013 0.01080 0.000 44.784 9.81 0.00045 Etiwanda Avenue 14018 1122.90 1136.70 500 36 1 0.000 35.119 #DIV/0!0.00 14019 1117.70 10.80 0.013 0.01040 0.000 43.946 9.62 0.00045 Etiwanda Avenue 14019 1117.70 1128.10 481 36 1 0.000 37.724 #DIV/0!0.00 14020 1111.93 7.40 0.013 0.01200 0.000 47.206 10.34 0.00045 Benefit Area Budget Cost 11.191 mgd avg 22.512 mgd pk City of Fontana Sewer Model Engineering Resources Etiwanda Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Etiwanda Avenue 14020 1111.93 1123.80 500 36 1 0.000 47.718 #DIV/0!0.00 14021 1102.33 8.87 0.013 0.01920 0.000 59.711 13.07 0.00045 Etiwanda Avenue 14021 1102.33 1113.00 500 36 1 0.000 35.788 #DIV/0!0.00 14022 1096.93 7.67 0.013 0.01080 0.000 44.784 9.81 0.00045 Etiwanda Avenue 14022 1096.93 1106.70 465 36 1 0.000 39.565 #DIV/0!0.00 19001 1090.79 6.77 0.013 0.01320 0.000 49.510 10.84 0.00045 Etiwanda Avenue 19001 1090.79 1100.80 1343 36 1 0.000 22.843 #DIV/0!0.00 19002 1084.88 7.01 0.013 0.00440 0.000 28.585 6.26 0.00045 Etiwanda Avenue 19002 1084.38 1095.70 391 42 1 0.000 34.457 #DIV/0!0.00 19003 1082.66 7.82 0.013 0.00440 0.000 43.118 6.94 0.00037 Etiwanda Avenue 19003 1082.66 1092.66 172 42 1 0.000 52.975 #DIV/0!0.00 19004 1080.87 6.50 0.013 0.01040 0.000 66.290 10.66 0.00037 Etiwanda Avenue T1SR6W 16NW, 16NE 50%, 9SE 0.605 mgd Randall Avenue 19004 1080.87 1090.80 500 24 1 0.605 14.094 4.49 0.23 19005 1073.59 7.93 0.013 0.01456 1.583 17.636 8.69 0.00077 Etiwanda Avenue 19005 1073.59 1084.90 500 24 1 0.605 17.791 5.48 0.20 19006 1061.99 9.31 0.013 0.02320 1.583 22.262 10.97 0.00077 Etiwanda Avenue 19006 1061.99 1077.10 500 24 1 0.605 12.138 3.99 0.25 19007 1056.59 13.11 0.013 0.01080 1.583 15.189 7.48 0.00077 Etiwanda Avenue 19007 1056.59 1067.20 500 24 1 0.605 14.866 4.78 0.22 19008 1048.49 8.61 0.013 0.01620 1.583 18.603 9.17 0.00077 Etiwanda Avenue 19008 1048.49 1058.10 500 24 1 0.605 14.210 4.49 0.23 19009 1041.09 7.61 0.013 0.01480 1.583 17.781 8.76 0.00077 Etiwanda Avenue 19009 1041.09 1044.50 502 24 1 0.605 12.795 4.23 0.24 19010 1035.07 1.41 0.013 0.01200 1.583 16.011 7.89 0.00077 Etiwanda Avenue T1SR6W 16SW 0.306 mgd San Bernardino Avenue 19010 1035.07 1055.40 200 24 1 0.911 11.912 4.28 0.31 24001 1032.99 18.33 0.013 0.01040 2.297 14.905 7.34 0.00077 Etiwanda Avenue 24001 1032.99 1043.50 500 24 1 0.911 12.138 4.28 0.31 24002 1027.59 8.51 0.013 0.01080 2.297 15.189 7.48 0.00077 Etiwanda Avenue 24002 1027.59 1037.90 500 24 1 0.911 14.774 4.94 0.28 24003 1019.59 8.31 0.013 0.01600 2.297 18.488 9.11 0.00077 Etiwanda Avenue 24003 1019.59 1030.70 500 24 1 0.911 13.621 4.70 0.29 24004 1012.79 9.11 0.013 0.01360 2.297 17.045 8.40 0.00077 Etiwanda Avenue 24004 1012.79 1023.60 500 24 1 0.911 13.621 4.70 0.29 24005 1005.99 8.81 0.013 0.01360 2.297 17.045 8.40 0.00077 Etiwanda Avenue 24005 1005.99 1017.50 502 24 1 0.911 13.621 4.70 0.29 24006 999.16 9.51 0.013 0.01360 2.297 17.045 8.40 0.00077 Etiwanda Avenue T1SR6W 21NW, 21SW 40%0.388 mgd Valley Blvd 24006 999.16 1012.40 95 24 1 1.299 13.621 5.43 0.33 24007 997.87 11.24 0.013 0.01360 3.171 17.045 8.40 0.00077 Etiwanda Avenue 24007 997.87 1011.40 50 24 1 1.299 19.614 6.82 0.28 24008 996.45 11.53 0.013 0.02820 3.171 24.545 12.09 0.00077 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Etiwanda Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Etiwanda Avenue 24008 996.45 1010.80 75 24 1 1.299 20.664 7.17 0.27 24009 994.09 12.35 0.013 0.03130 3.171 25.858 12.74 0.00077 Etiwanda Avenue 24009 994.09 1009.10 375 24 1 1.299 13.007 5.21 0.34 24010 989.44 13.01 0.013 0.01240 3.171 16.276 8.02 0.00077 Etiwanda Avenue 24010 989.44 1002.30 376 24 1 1.299 14.958 5.66 0.32 24011 983.27 10.86 0.013 0.01640 3.171 18.718 9.22 0.00077 Etiwanda Avenue 24011 983.02 998.40 746 27 1 1.299 11.078 3.67 0.37 24012 979.44 13.13 0.013 0.00480 3.171 13.863 5.40 0.00066 Etiwanda Avenue 24012 979.44 990.60 321 24 1 1.299 13.621 5.43 0.33 24013 975.08 9.16 0.013 0.01360 3.171 17.045 8.40 0.00077 Etiwanda Avenue 24013 975.08 989.20 255 24 1 1.299 14.589 5.66 0.32 24014 971.10 12.12 0.013 0.01560 3.171 18.255 8.99 0.00077 Etiwanda Avenue 24014 971.10 985.90 471 24 1 1.299 8.092 3.80 0.43 24015 968.84 12.80 0.013 0.00480 3.171 10.126 4.99 0.00077 Etiwanda Avenue 24015 968.59 980.80 340 27 1 1.299 11.078 3.67 0.37 24016 966.96 9.96 0.013 0.00480 3.171 13.863 5.40 0.00066 Etiwanda Avenue 24016 966.96 981.70 185 27 1 1.299 11.078 3.67 0.37 24017 966.07 12.49 0.013 0.00480 3.171 13.863 5.40 0.00066 Etiwanda Avenue 24017 966.07 980.20 190 27 1 1.299 11.078 3.67 0.37 24018 965.16 11.88 0.013 0.00480 3.171 13.863 5.40 0.00066 Etiwanda Avenue 24018 965.16 977.60 183 27 1 1.299 11.078 3.67 0.37 24019 964.28 10.19 0.013 0.00480 3.171 13.863 5.40 0.00066 Etiwanda Avenue 24019 964.28 977.30 325 24 1 1.299 16.269 5.91 0.31 24020 957.98 11.02 0.013 0.01940 3.171 20.358 10.03 0.00077 Etiwanda Avenue T1SR6W 21SW 60%, Fontana Gateway 10%0.269 mgd Slover Avenue 24020 957.73 973.60 757 27 1 1.568 10.607 3.79 0.41 29044 954.40 13.62 0.013 0.00440 3.765 13.273 5.17 0.00066 Etiwanda Avenue 29044 954.40 961.00 555 27 1 1.568 11.966 4.20 0.38 29045 951.29 4.35 0.013 0.00560 3.765 14.974 5.83 0.00066 Etiwanda Avenue 29045 951.29 961.00 524 24 1 1.568 12.795 5.51 0.37 29046 945.00 7.71 0.013 0.01200 3.765 16.011 7.89 0.00077 Etiwanda Avenue 29046 945.00 955.20 500 24 1 1.568 12.795 5.51 0.37 29047 939.00 8.20 0.013 0.01200 3.765 16.011 7.89 0.00077 Etiwanda Avenue 29047 939.00 947.60 500 24 1 1.568 12.795 5.51 0.37 29048 933.00 6.60 0.013 0.01200 3.765 16.011 7.89 0.00077 Etiwanda Avenue 29048 933.00 944.10 94 24 1 1.568 12.580 5.51 0.37 29049 931.91 9.10 0.013 0.01160 3.765 15.742 7.76 0.00077 Etiwanda Avenue Fontana Gateway 25%0.367 mgd Santa Ana Avenue 29049 931.91 942.80 406 24 1 1.935 12.580 5.63 0.42 29050 927.20 8.89 0.013 0.01160 4.559 15.742 7.76 0.00077 Etiwanda Avenue 29050 927.20 937.10 500 24 1 1.935 13.820 6.22 0.39 29051 920.20 7.90 0.013 0.01400 4.559 17.294 8.52 0.00077 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Etiwanda Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Etiwanda Avenue 29051 920.20 930.20 486 24 1 1.935 13.820 6.22 0.39 29052 913.40 8.00 0.013 0.01400 4.559 17.294 8.52 0.00077 Etiwanda Avenue 29052 913.40 923.80 441 24 1 1.935 13.621 6.01 0.40 29053 907.40 8.40 0.013 0.01360 4.559 17.045 8.40 0.00077 Etiwanda Avenue 29053 907.40 918.20 500 24 1 1.935 12.795 5.82 0.41 29054 901.40 8.80 0.013 0.01200 4.559 16.011 7.89 0.00077 Etiwanda Avenue 29054 901.40 913.80 340 24 1 1.935 13.007 5.82 0.41 29055 897.18 10.40 0.013 0.01240 4.559 16.276 8.02 0.00077 Etiwanda Avenue 29055 896.43 908.80 29 33 1 1.935 42.019 6.83 0.23 29056 895.75 9.62 0.013 0.02368 4.559 52.581 13.70 0.00050 Etiwanda Avenue Fontana Gateway 10%0.147 mgd Jurupa Avenue 29056 895.75 905.20 169 24 1 2.082 16.683 7.13 0.37 34001 892.30 7.45 0.013 0.02040 4.873 20.876 10.28 0.00077 Etiwanda Avenue 34001 892.30 910.40 520 15 1 64,016$ 2.082 3.129 6.14 1.00 34002 887.72 16.85 0.013 0.00880 4.873 3.915 4.94 0.00144 Etiwanda Avenue 34002 887.72 897.60 391 15 1 48,063$ 2.082 3.638 6.14 1.00 34003 883.07 8.63 0.013 0.01190 4.873 4.553 5.74 0.00144 Etiwanda Avenue 34003 883.07 892.40 400 15 1 49,200$ 2.082 3.335 6.14 1.00 34004 879.07 8.08 0.013 0.01000 4.873 4.174 5.26 0.00144 Etiwanda Avenue 34004 879.07 887.10 400 15 1 49,200$ 2.082 4.374 7.09 0.81 34005 872.19 6.78 0.013 0.01720 4.873 5.474 6.90 0.00144 Etiwanda Avenue 34005 872.19 881.30 287 15 1 35,255$ 2.082 4.374 7.09 0.81 34006 867.26 7.86 0.013 0.01720 4.873 5.474 6.90 0.00144 Etiwanda Avenue 34006 865.76 876.60 33 1 -$ 2.082 40.501 6.88 0.24 RP-1 8.09 0.013 0.02200 4.873 50.681 13.21 0.00050 Discharge to RP-1 Job #:86025.028 Cost of Improvements $286,234 Date:18-May-00 Benefit Area Budget Cost 2.082 mgd avg 4.873 mgd pk City of Fontana Sewer Model Engineering Resources Etiwanda Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $286,234 Date:18-May-00 0 10 20 30 40 50 60 70 80 Foothill Sewer140011400214003140041400514006Arrow Sewer140081400914010140111401214013RP41401514016140171401814019140201402114022190011900219003Randall Avenue1900519006190071900819009San Bernardino Avenue2400124002240032400424005Valley Blvd24007240082400924010240112401224013240142401524016240172401824019Slover Avenue2904429045290462904729048Santa Ana Avenue290502905129052290532905429055Jurupa Avenue3400134002340033400434005RP 1ManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Foothill Blvd Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Foothill Blvd Lime Avenue Sewer 0.446 mgd 11185 1269.83 1283.46 136 12 1 0.446 1.234 7.57 0.36 11305 1269.22 12.63 0.013 0.00450 1.198 1.544 3.04 0.00194 Foothill Blvd 11305 1269.22 1282.40 222 12 1 0.446 1.645 11.42 0.27 11306 1267.44 12.18 0.013 0.00800 1.198 2.059 4.06 0.00194 Foothill Blvd 11306 1267.44 1280.90 159 12 1 0.446 1.494 3.43 0.65 11307 1266.39 12.46 0.013 0.00660 1.198 1.870 3.69 0.00194 Foothill Blvd 11307 1266.39 1277.60 426 12 1 0.446 1.494 3.43 0.65 11308 1263.58 10.21 0.013 0.00660 1.198 1.870 3.69 0.00194 Foothill Blvd 11308 1263.58 1274.80 459 12 1 0.446 1.494 3.43 0.65 11309 1260.55 10.22 0.013 0.00660 1.198 1.870 3.69 0.00194 Foothill Blvd 11309 1260.55 1272.00 302 12 1 0.446 1.494 3.43 0.65 11310 1258.56 10.45 0.013 0.00660 1.198 1.870 3.69 0.00194 Foothill Blvd 11310 1258.56 1269.80 362 12 1 0.446 1.364 3.21 0.69 11311 1256.57 10.24 0.013 0.00550 1.198 1.707 3.36 0.00194 Splitter Manhole Add Beech Ave Sewer 5.964 mgd 6.409 mgd into manhole 55%Discharge to Foothill Blvd Sewer MH 10327 45%Discharge to Beech Ave Sewer MH 16A Foothill Blvd Manhole Discharge 3.525 mgd 11311 1255.57 1266.80 416 24 1 3.525 10.249 5.73 0.64 11312 1252.37 9.23 0.013 0.00770 7.868 12.826 6.32 0.00077 Foothill Blvd 11312 1252.37 1265.25 344 24 1 3.525 10.249 5.73 0.64 11313 1249.72 10.88 0.013 0.00770 7.868 12.826 6.32 0.00077 Foothill Blvd 11313 1249.72 1263.00 344 24 1 3.525 10.249 5.73 0.64 11314 1247.07 11.28 0.013 0.00770 7.868 12.826 6.32 0.00077 Foothill Blvd 11314 1247.07 1262.50 305 24 1 3.525 10.249 5.73 0.64 11315 1244.72 13.43 0.013 0.00770 7.868 12.826 6.32 0.00077 Foothill Blvd 11315 1244.72 1257.49 469 24 1 3.525 10.249 5.73 0.64 11316 1241.11 10.77 0.013 0.00770 7.868 12.826 6.32 0.00077 Foothill Blvd 11316 1241.11 1257.49 430 24 1 3.525 10.249 5.73 0.64 11317 1237.80 14.38 0.013 0.00770 7.868 12.826 6.32 0.00077 Foothill Blvd 11317 1237.80 1252.31 426 24 1 3.525 10.249 5.73 0.64 11318 1234.52 12.51 0.013 0.00770 7.868 12.826 6.32 0.00077 Foothill Blvd 11318 1234.52 1250.30 430 24 1 3.525 10.249 5.73 0.64 11319 1231.21 13.78 0.013 0.00770 7.868 12.826 6.32 0.00077 Foothill Blvd 11319 1231.21 1246.78 430 24 1 3.525 10.249 5.73 0.64 11320 1227.90 13.57 0.013 0.00770 7.868 12.826 6.32 0.00077 Foothill Blvd 11320 1227.90 1242.54 431 24 1 3.525 10.316 5.84 0.63 11321 1224.54 12.64 0.013 0.00780 7.868 12.909 6.36 0.00077 Foothill Blvd 11321 1224.54 1240.30 440 24 1 3.525 10.249 5.73 0.64 10325 1221.15 13.76 0.013 0.00770 7.868 12.826 6.32 0.00077 Foothill Blvd 10325 1221.15 1236.35 430 24 1 3.525 11.019 6.06 0.61 10326 1217.32 13.20 0.013 0.00890 7.868 13.789 6.79 0.00077 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Foothill Blvd Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Foothill Blvd 10326 1217.32 1233.33 432 24 1 3.525 10.957 6.06 0.61 10327 1213.52 14.01 0.013 0.00880 7.868 13.711 6.76 0.00077 Splitter Manhole Add Cherry Ave Sewer 2.512 mgd 6.038 mgd into manhole 80%Discharge to Foothill Ave Sewer MH 10327 20%Discharge to Cherry Ave Sewer MH 15A Foothill Blvd Manhole Discharge 4.830 mgd 10327 1213.52 1230.36 489 24 1 4.830 10.705 6.51 0.74 10295 1209.41 14.84 0.013 0.00840 10.479 13.396 6.60 0.00077 Foothill Blvd 10295 1208.91 1227.80 426 30 1 95,921$ 4.830 9.231 3.77 0.82 10296 1208.10 16.39 0.013 0.00190 10.479 11.551 3.64 0.00057 Foothill Blvd 10296 1208.10 1227.60 448 30 1 4.830 21.597 6.78 0.49 10297 1203.44 17.00 0.013 0.01040 10.479 27.025 8.52 0.00057 Foothill Blvd T1SR6W 10NE 30%, West End 15%0.378 mgd 10297 1203.44 1223.20 407 30 1 5.208 15.848 5.53 0.61 10298 1201.16 17.26 0.013 0.00560 11.224 19.831 6.25 0.00057 Foothill Blvd 10298 1201.16 1218.60 407 30 1 5.208 15.848 5.53 0.61 10299 1198.88 14.94 0.013 0.00560 11.224 19.831 6.25 0.00057 Foothill Blvd 10299 1198.88 1215.60 155 30 1 5.208 15.848 5.53 0.61 10173 1198.01 14.22 0.013 0.00560 11.224 19.831 6.25 0.00057 Foothill Blvd 10173 1198.01 1216.51 295 30 1 5.208 15.848 5.53 0.61 10300 1196.36 16.00 0.013 0.00560 11.224 19.831 6.25 0.00057 Foothill Blvd 10300 1196.36 1217.40 456 30 1 5.208 16.212 5.65 0.60 10301 1193.69 18.54 0.013 0.00586 11.224 20.286 6.40 0.00057 Foothill Blvd 10301 1193.69 1214.70 456 30 1 5.208 17.970 6.13 0.56 10302 1190.41 18.51 0.013 0.00720 11.224 22.487 7.09 0.00057 Foothill Blvd 10302 1190.41 1210.60 502 30 1 5.208 15.848 5.53 0.61 10303 1187.60 17.69 0.013 0.00560 11.224 19.831 6.25 0.00057 Foothill Blvd T1SR6W 10NW 50%0.064 mgd Santa Maria Anenue 10303 1187.60 1209.20 438 30 1 5.272 13.394 5.03 0.67 10304 1185.85 19.10 0.013 0.00400 11.349 16.760 5.28 0.00057 Foothill Blvd 10304 1185.85 1204.40 440 30 1 5.272 13.394 5.03 0.67 10305 1184.09 16.05 0.013 0.00400 11.349 16.760 5.28 0.00057 Foothill Blvd 10305 1184.09 1202.20 467 30 1 5.272 13.394 5.03 0.67 10306 1182.22 15.61 0.013 0.00400 11.349 16.760 5.28 0.00057 Foothill Blvd West End 15%0.335 mgd Grand Avenue 10306 1182.22 1200.80 400 30 1 5.607 13.394 5.06 0.70 10307 1180.62 16.08 0.013 0.00400 12.004 16.760 5.28 0.00057 Foothill Blvd 10307 1180.62 1200.70 377 30 1 5.607 13.394 5.06 0.70 10308 1179.11 17.58 0.013 0.00400 12.004 16.760 5.28 0.00057 Foothill Blvd 10308 1178.86 1200.00 452 33 1 5.607 17.270 4.99 0.60 10309 1177.05 18.39 0.013 0.00400 12.004 21.611 5.63 0.00050 Foothill Blvd 10309 1177.05 1198.40 360 33 1 5.607 17.270 4.99 0.60 10310 1175.61 18.60 0.013 0.00400 12.004 21.611 5.63 0.00050 Foothill Blvd 10310 1175.61 1199.60 360 33 1 5.607 17.270 4.99 0.60 10311 1174.17 21.24 0.013 0.00400 12.004 21.611 5.63 0.00050 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Foothill Blvd Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Foothill Blvd 10311 1174.17 1179.60 355 33 1 5.607 17.270 4.99 0.60 10312 1172.75 2.68 0.013 0.00400 12.004 21.611 5.63 0.00050 Foothill Blvd East Avenue Sewer 1.277 mgd Discharge to Etiwanda Avenue Sewer MH 10312 Job #:86025.028 Cost of Improvements $95,921 Date:18-May-00 6.885 mgd avg 14.468 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Foothill Blvd Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $95,921 Date:18-May-00 0 5 10 15 20 25 30 Lime Sewer113051130611307113081130911310Beech Sewer113121131311314113151131611317113181131911320113211032510326Cherry Sewer102951029610297102981029910173103001030110302Santa Maria Anenue1030410305Grand Avenue10307103081030910310Etiwanda SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Jurupa Ave 21" Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Jurupa Ave T1SR6W 25SE, 25NE, 30NW 50%, 30NE 50%0.428 mgd Poplar Ave N & S.2.308 mgd 32011 985.39 992.50 419 21 1 2.736 7.974 5.94 0.64 31089 981.41 5.36 0.013 0.00950 6.248 9.978 6.42 0.00092 Jurupa Ave 31089 981.41 987.00 449 21 1 2.736 7.085 5.46 0.69 31090 978.04 3.84 0.013 0.00750 6.248 8.866 5.71 0.00092 Jurupa Ave 31090 978.04 983.50 451 21 1 2.736 7.085 5.46 0.69 31059 974.66 3.71 0.013 0.00750 6.248 8.866 5.71 0.00092 Jurupa Ave Elm Avenue 31059 974.66 980.00 985 21 1 2.736 7.085 5.46 0.69 31091 967.27 3.59 0.013 0.00750 6.248 8.866 5.71 0.00092 Jurupa Ave 31091 967.27 977.00 393 21 1 2.736 7.085 5.46 0.69 31092 964.32 7.98 0.013 0.00750 6.248 8.866 5.71 0.00092 Jurupa Ave Beech Ave S.0.905 mgd 31092 964.32 974.00 64 21 1 10,519$ 3.642 7.317 6.01 0.81 31093 963.81 7.93 0.013 0.00800 8.104 9.157 5.89 0.00092 Splitter Manhole Add Jurupa Ave 42" Sewer 1.972 mgd 5.614 mgd into manhole 0%Discharge to Jurupa Ave 21" Sewer MH 31093 100%Discharge to Jurupa Ave 42" Sewer MH 31097 Jurupa Ave Manhole Discharge 0.000 31093 963.81 970.60 188 21 1 0.000 5.174 #DIV/0!0.00 31043 963.06 5.04 0.013 0.00400 0.000 6.475 4.17 0.00092 Jurupa Ave 31043 962.56 970.60 136 27 1 0.000 20.226 #DIV/0!0.00 31074 960.38 5.79 0.013 0.01600 0.000 25.310 9.85 0.00066 Jurupa Ave 31095 963.61 970.40 323 21 1 0.000 8.181 #DIV/0!0.00 31074 960.38 5.04 0.013 0.01000 0.000 10.237 6.59 0.00092 Jurupa Ave 31074 960.38 967.60 508 21 1 0.000 8.181 #DIV/0!0.00 31075 955.30 5.47 0.013 0.01000 0.000 10.237 6.59 0.00092 Jurupa Ave 31075 955.30 963.30 500 21 1 0.000 8.181 #DIV/0!0.00 31076 950.30 6.25 0.013 0.01000 0.000 10.237 6.59 0.00092 Jurupa Ave Hemlock Avenue 31076 950.30 975.20 500 21 1 0.000 8.181 #DIV/0!0.00 31077 945.30 23.15 0.013 0.01000 0.000 10.237 6.59 0.00092 Jurupa Ave 31077 945.30 955.70 500 21 1 0.000 8.181 #DIV/0!0.00 31078 940.30 8.65 0.013 0.01000 0.000 10.237 6.59 0.00092 Jurupa Ave 31078 940.30 952.50 485 21 1 0.000 8.181 #DIV/0!0.00 35535 935.45 10.45 0.013 0.01000 0.000 10.237 6.59 0.00092 Live Oak Ave Southwest Industrial Park 20%0.905 mgd Jurupa Avenue 35535 935.45 951.00 221 21 1 0.905 8.181 4.53 0.36 35536 933.24 13.80 0.013 0.01000 2.283 10.237 6.59 0.00092 Live Oak Ave 35536 933.24 947.50 299 21 1 0.905 8.181 4.53 0.36 35537 930.25 12.51 0.013 0.01000 2.283 10.237 6.59 0.00092 Live Oak Ave 35537 930.25 943.20 405 21 1 0.905 8.181 4.53 0.36 35538 926.20 11.20 0.013 0.01000 2.283 10.237 6.59 0.00092 Live Oak Ave 35538 926.20 937.20 76 21 1 0.905 18.293 7.52 0.25 35539 922.40 9.25 0.013 0.05000 2.283 22.891 14.73 0.00092 Live Oak Ave 35539 922.40 934.50 436 21 1 0.905 8.181 4.53 0.36 35540 918.04 10.35 0.013 0.01000 2.283 10.237 6.59 0.00092 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Jurupa Ave 21" Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Live Oak Ave Southridge Village 20%0.422 mgd 35540 918.04 927.50 30 21 1 1.327 8.181 4.91 0.44 35587 917.74 7.71 0.013 0.01000 3.234 10.237 6.59 0.00092 Live Oak Ave 35587 917.74 925.35 470 21 1 1.327 8.181 4.91 0.44 35541 913.04 5.86 0.013 0.01000 3.234 10.237 6.59 0.00092 Live Oak Ave 35541 913.04 921.20 500 21 1 1.327 8.181 4.91 0.44 35542 908.04 6.41 0.013 0.01000 3.234 10.237 6.59 0.00092 Live Oak Ave 35542 908.04 916.00 500 21 1 1.327 8.181 4.91 0.44 35543 903.04 6.21 0.013 0.01000 3.234 10.237 6.59 0.00092 Live Oak Ave 35543 903.04 911.60 500 21 1 1.327 8.181 4.91 0.44 35544 898.04 6.81 0.013 0.01000 3.234 10.237 6.59 0.00092 Live Oak Ave 35544 898.04 909.20 144 21 1 1.327 8.181 4.91 0.44 35226 896.60 9.41 0.013 0.01000 3.234 10.237 6.59 0.00092 Live Oak Ave 35226 896.60 907.00 356 21 1 1.327 8.181 4.91 0.44 35545 893.04 8.65 0.013 0.01000 3.234 10.237 6.59 0.00092 Live Oak Ave 35545 893.04 905.50 500 21 1 1.327 8.181 4.91 0.44 35546 888.04 10.71 0.013 0.01000 3.234 10.237 6.59 0.00092 Live Oak Ave 35546 888.04 901.90 454 21 1 1.327 8.181 4.91 0.44 35547 883.50 12.11 0.013 0.01000 3.234 10.237 6.59 0.00092 Live Oak Ave 35547 883.50 899.30 135 21 1 1.327 12.326 6.67 0.35 35548 880.44 14.05 0.013 0.02270 3.234 15.424 9.93 0.00092 Live Oak Ave 35548 879.44 898.40 956 33 1 1.327 8.192 1.99 0.44 35549 878.58 16.21 0.013 0.00090 3.234 10.251 2.67 0.00050 Marlay Ave Live Oak Avenue 35549 878.58 902.00 489 33 1 1.327 8.192 1.99 0.44 35550 878.14 20.67 0.013 0.00090 3.234 10.251 2.67 0.00050 Marlay Ave 35550 878.14 894.20 456 33 1 1.327 8.192 1.99 0.44 35551 877.73 13.31 0.013 0.00090 3.234 10.251 2.67 0.00050 Marlay Ave 35551 877.73 884.50 422 33 1 1.327 8.192 1.99 0.44 35552 877.35 4.02 0.013 0.00090 3.234 10.251 2.67 0.00050 Marlay Ave 35552 877.35 886.80 244 33 1 1.327 8.192 1.99 0.44 35553 877.13 6.70 0.013 0.00090 3.234 10.251 2.67 0.00050 Marlay Ave Southridge Village 7%0.148 mgd 35553 877.13 885.20 400 33 1 1.475 8.192 2.07 0.46 35554 876.77 5.32 0.013 0.00090 3.560 10.251 2.67 0.00050 Marlay Ave 35554 876.77 884.60 500 33 1 1.475 8.192 2.07 0.46 35555 876.32 5.08 0.013 0.00090 3.560 10.251 2.67 0.00050 Marlay Ave 35555 876.32 885.40 -711 33 1 1.475 8.192 2.07 0.46 35556 876.96 6.33 0.013 0.00090 3.560 10.251 2.67 0.00050 Marlay Ave 35556 876.96 885.20 1656 33 1 1.475 8.192 2.07 0.46 35070 875.47 5.49 0.013 0.00090 3.560 10.251 2.67 0.00050 Marlay Ave 35070 875.47 884.50 467 33 1 1.475 8.192 2.07 0.46 35557 875.05 6.28 0.013 0.00090 3.560 10.251 2.67 0.00050 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Jurupa Ave 21" Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Marlay Ave Calabash Avenue 35557 875.05 881.40 389 33 1 1.475 8.192 2.07 0.46 35558 874.70 3.60 0.013 0.00090 3.560 10.251 2.67 0.00050 Marlay Ave 35558 874.70 882.30 500 33 1 1.475 8.192 2.07 0.46 35559 874.25 4.85 0.013 0.00090 3.560 10.251 2.67 0.00050 Marlay Ave 35559 874.25 887.10 500 33 1 1.475 8.192 2.07 0.46 35534 873.80 10.10 0.013 0.00090 3.560 10.251 2.67 0.00050 Marlay Ave Southridge Village 7%0.148 mgd Mulberry - Valley Blvd Sewer 4.650 mgd 35534 873.80 886.60 500 33 1 122,500$ 6.273 8.192 3.46 1.00 34080 873.35 10.05 0.013 0.00090 13.293 10.251 2.67 0.00050 Marlay Ave 34080 873.35 887.00 500 33 1 122,500$ 6.273 8.192 3.46 1.00 34081 872.90 10.90 0.013 0.00090 13.293 10.251 2.67 0.00050 Marlay Ave 34081 872.90 887.20 500 33 1 122,500$ 6.273 8.192 3.46 1.00 34082 875.45 11.55 0.013 0.00090 13.293 10.251 2.67 0.00050 Marlay Ave 34082 875.45 887.60 500 33 1 122,500$ 6.273 8.192 3.46 1.00 34083 872.00 9.40 0.013 0.00090 13.293 10.251 2.67 0.00050 Marlay Ave 34083 872.00 886.40 467 33 1 114,333$ 6.273 8.192 3.46 1.00 34084 871.58 11.65 0.013 0.00090 13.293 10.251 2.67 0.00050 Marlay Ave 34084 871.58 882.70 500 33 1 122,500$ 6.273 8.192 3.46 1.00 34085 868.00 8.37 0.013 0.00090 13.293 10.251 2.67 0.00050 Marlay Ave Southwest Industrial Park 15%0.679 mgd 34085 868.00 882.10 344 33 1 84,389$ 6.952 8.192 3.80 1.00 34086 867.69 11.35 0.013 0.00090 14.596 10.251 2.67 0.00050 Marlay Ave 34086 867.69 882.50 500 33 1 122,500$ 6.952 8.192 3.80 1.00 34087 867.24 12.06 0.013 0.00090 14.596 10.251 2.67 0.00050 Marlay Ave 34087 867.24 883.50 500 33 1 122,500$ 6.952 8.192 3.80 1.00 34088 866.79 13.51 0.013 0.00090 14.596 10.251 2.67 0.00050 Marlay Ave 34088 866.79 880.60 500 33 1 122,500$ 6.952 8.192 3.80 1.00 34052 866.34 11.06 0.013 0.00090 14.596 10.251 2.67 0.00050 Marlay Ave 34052 866.34 879.50 500 33 1 122,500$ 6.952 8.192 3.80 1.00 34089 865.89 10.41 0.013 0.00090 14.596 10.251 2.67 0.00050 Marlay Ave 34089 865.89 877.40 132 33 1 6.952 25.905 7.06 0.53 34029 864.70 8.76 0.013 0.00900 14.596 32.416 8.45 0.00050 Marlay Ave Southwest Industrial Park 10%0.453 mgd Etiwanda Ave 2.082 mgd 34029 864.70 878.00 500 33 1 122,500$ 9.486 8.192 5.05 1.00 10.55 0.013 0.00090 19.369 10.251 2.67 0.00050 Discharge to RP-1 Job #:86025.028 Cost of Improvements $1,434,241 Date:18-May-00 9.486 mgd avg 9.486 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Jurupa Ave 21" Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $1,434,241 Date:18-May-00 0 5 10 15 20 25 30 35 Poplar Sewers3108931090Elm Avenue31091Beech SewerJurupa Splitter31043310953107431075Hemlock Avenue3107731078Live Oak Ave355363553735538355393554035587355413554235543355443522635545355463554735548Marlay Ave3555035551355523555335554355553555635070Calabash Avenue3555835559Mulberry-Valley Sewer3408034081340823408334084340853408634087340883405234089Etiwanda SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Jurupa Ave 42" Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Jurupa Ave Southridge Village 12%0.253 mgd Cypress Ave 27"1.719 mgd 32202 1010.63 1030.60 338 33 1 1.972 18.918 4.03 0.34 32203 1009.01 17.22 0.013 0.00480 4.638 23.673 6.17 0.00050 Jurupa Ave 32203 1009.01 10028.40 352 33 1 1.972 18.918 4.03 0.34 32204 1007.32 9016.64 0.013 0.00480 4.638 23.673 6.17 0.00050 Jurupa Ave 32204 1007.32 1026.25 324 33 1 1.972 27.306 5.02 0.29 32205 1004.08 16.18 0.013 0.01000 4.638 34.169 8.90 0.00050 Jurupa Ave 32205 1004.08 1023.50 336 33 1 1.972 27.306 5.02 0.29 32206 1000.72 16.67 0.013 0.01000 4.638 34.169 8.90 0.00050 Jurupa Ave Oleander Avenue 32206 1000.72 1022.02 80 33 1 1.972 18.113 3.87 0.35 32207 1000.37 18.55 0.013 0.00440 4.638 22.665 5.91 0.00050 Jurupa Ave 32207 1000.37 1021.42 251 33 1 1.972 17.906 3.87 0.35 32208 999.29 18.30 0.013 0.00430 4.638 22.406 5.84 0.00050 Jurupa Ave 32208 999.29 1018.81 652 33 1 1.972 18.113 3.87 0.35 32209 996.42 16.77 0.013 0.00440 4.638 22.665 5.91 0.00050 Jurupa Ave 32209 996.42 1017.10 361 33 1 1.972 18.113 3.87 0.35 32210 994.83 17.93 0.013 0.00440 4.638 22.665 5.91 0.00050 Jurupa Ave 32210 994.83 1366.99 289 33 1 1.972 18.113 3.87 0.35 32211 993.56 369.41 0.013 0.00440 4.638 22.665 5.91 0.00050 Jurupa Ave 32211 993.56 1288.60 23 33 1 1.972 18.113 3.87 0.35 32150 993.46 292.29 0.013 0.00440 4.638 22.665 5.91 0.00050 Jurupa Ave Southridge Village 12.5%0.264 mgd Citrus Avenue 32150 993.46 1012.78 349 33 1 2.236 23.805 4.91 0.32 32212 990.81 16.57 0.013 0.00760 5.199 29.788 7.76 0.00050 Jurupa Ave 32212 990.81 1009.40 354 33 1 1.972 23.805 4.57 0.31 32213 988.12 15.84 0.013 0.00760 4.638 29.788 7.76 0.00050 Jurupa Ave 32213 988.12 1007.60 329 33 1 1.972 23.805 4.57 0.31 32214 985.62 16.73 0.013 0.00760 4.638 29.788 7.76 0.00050 Jurupa Ave 32214 985.62 1006.20 337 33 1 1.972 23.805 4.57 0.31 32215 983.06 17.83 0.013 0.00760 4.638 29.788 7.76 0.00050 Jurupa Ave Catawba Avenue 32215 983.06 1004.46 339 33 1 1.972 27.306 5.02 0.29 32216 979.67 18.65 0.013 0.01000 4.638 34.169 8.90 0.00050 Jurupa Ave 32216 979.67 1001.80 336 33 1 1.972 27.306 5.02 0.29 32217 976.31 19.38 0.013 0.01000 4.638 34.169 8.90 0.00050 Jurupa Ave 32217 976.31 998.89 331 33 1 1.972 27.306 5.02 0.29 32218 973.00 19.83 0.013 0.01000 4.638 34.169 8.90 0.00050 Jurupa Ave 32218 973.00 995.52 173 33 1 1.972 27.306 5.02 0.29 32219 971.27 19.77 0.013 0.01000 4.638 34.169 8.90 0.00050 Jurupa Ave 32219 970.52 992.60 36 42 1 1.972 52.205 5.24 0.20 31100 970.16 18.58 0.013 0.01010 4.638 65.327 10.51 0.00037 Jurupa Ave 31100 970.16 992.16 60 42 1 1.972 48.452 4.89 0.21 31101 969.64 18.50 0.013 0.00870 4.638 60.630 9.75 0.00037 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Jurupa Ave 42" Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Jurupa Ave Poplar Avenue 31101 969.64 992.16 66 42 1 1.972 48.173 4.89 0.21 31102 969.07 19.02 0.013 0.00860 4.638 60.281 9.70 0.00037 Jurupa Ave 31102 969.07 988.83 483 42 1 1.972 17.995 2.39 0.35 31103 968.49 16.26 0.013 0.00120 4.638 22.518 3.62 0.00037 Jurupa Ave 31103 968.49 986.33 475 42 1 1.972 17.995 2.39 0.35 31104 967.92 14.34 0.013 0.00120 4.638 22.518 3.62 0.00037 Jurupa Ave 31104 967.92 982.13 133 42 1 1.972 17.995 2.39 0.35 31105 967.76 10.71 0.013 0.00120 4.638 22.518 3.62 0.00037 Jurupa Ave Elm Avenue 31105 967.76 981.14 1150 42 1 1.972 17.995 2.39 0.35 31106 966.38 9.88 0.013 0.00120 4.638 22.518 3.62 0.00037 Jurupa Ave 31106 966.38 980.36 350 42 1 1.972 17.995 2.39 0.35 31107 965.96 10.48 0.013 0.00120 4.638 22.518 3.62 0.00037 Jurupa Ave 31107 965.96 978.58 400 42 1 1.972 17.995 2.39 0.35 31108 965.48 9.12 0.013 0.00120 4.638 22.518 3.62 0.00037 Jurupa Ave 31108 965.48 976.66 567 42 1 1.972 17.995 2.39 0.35 31109 964.80 7.68 0.013 0.00120 4.638 22.518 3.62 0.00037 Jurupa Ave 31109 964.80 974.26 400 42 1 1.972 21.418 2.70 0.32 31094 964.12 5.96 0.013 0.00170 4.638 26.801 4.31 0.00037 Jurupa Ave 31094 964.12 970.65 42 33 1 1.972 17.270 3.73 0.36 31097 963.95 3.78 0.013 0.00400 4.638 21.611 5.63 0.00050 Splitter Manhole Add Jurupa Ave 21" Sewer 3.642 mgd 5.614 mgd into manhole 100%Discharge to Jurupa Ave 42" Sewer MH 31097 0%Discharge to Jurupa Ave 21" Sewer MH 31093 Jurupa Ave Manhole Discharge 5.614 mgd 31097 963.95 970.00 97 24 1 5.614 14.774 8.45 0.66 31080 962.40 4.05 0.013 0.01600 12.016 18.488 9.11 0.00077 Jurupa Ave 31080 962.40 970.80 17 21 1 5.614 12.271 9.74 0.74 31081 962.01 6.65 0.013 0.02250 12.016 15.356 9.88 0.00092 Jurupa Ave 31081 962.01 970.60 153 21 1 5.614 12.271 9.74 0.74 31082 958.57 6.84 0.013 0.02250 12.016 15.356 9.88 0.00092 Jurupa Ave 31082 958.07 969.20 218 27 1 5.614 23.985 9.34 0.50 31083 953.17 8.88 0.013 0.02250 12.016 30.014 11.68 0.00066 Jurupa Ave 31083 953.17 968.20 628 27 1 5.614 10.845 5.39 0.81 31084 950.28 12.78 0.013 0.00460 12.016 13.571 5.28 0.00066 Jurupa Ave 31084 950.28 965.80 380 27 1 5.614 10.845 5.39 0.81 31085 948.53 13.27 0.013 0.00460 12.016 13.571 5.28 0.00066 Jurupa Ave Hemlock Avenue 31085 948.53 963.30 484 27 1 5.614 12.792 6.07 0.72 31086 945.43 12.52 0.013 0.00640 12.016 16.008 6.23 0.00066 Jurupa Ave 31086 945.43 954.20 500 27 1 5.614 12.792 6.07 0.72 31087 942.23 6.52 0.013 0.00640 12.016 16.008 6.23 0.00066 Jurupa Ave 31087 942.23 951.50 170 27 1 5.614 12.792 6.07 0.72 31088 941.14 7.02 0.013 0.00640 12.016 16.008 6.23 0.00066 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Jurupa Ave 42" Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Jurupa Ave 31088 941.14 951.40 287 27 1 5.614 15.910 7.05 0.63 35560 938.30 8.01 0.013 0.00990 12.016 19.909 7.75 0.00066 Jurupa Ave Live Oak Avenue 35560 938.05 950.70 262 30 1 58,846$ 5.614 10.799 4.37 0.81 35561 937.37 10.15 0.013 0.00260 12.016 13.513 4.26 0.00057 Jurupa Ave 35561 937.37 948.40 500 30 1 112,500$ 5.614 10.799 4.37 0.81 35562 936.07 8.53 0.013 0.00260 12.016 13.513 4.26 0.00057 Jurupa Ave 35562 936.07 947.80 500 30 1 112,500$ 5.614 10.799 4.37 0.81 35563 934.77 9.23 0.013 0.00260 12.016 13.513 4.26 0.00057 Jurupa Ave T1SR6W 26SW 0.281 mgd Redwood Avenue 35563 934.77 944.30 438 27 1 5.894 14.302 6.64 0.69 35564 931.27 7.28 0.013 0.00800 12.561 17.897 6.97 0.00066 Jurupa Ave 35564 931.27 942.20 507 27 1 5.894 14.302 6.64 0.69 35565 927.21 8.68 0.013 0.00800 12.561 17.897 6.97 0.00066 Jurupa Ave 35565 927.21 942.60 237 27 1 5.894 20.849 8.67 0.55 35566 923.18 13.14 0.013 0.01700 12.561 26.089 10.16 0.00066 Jurupa Ave Slover Avenue Sewer 1.300 mgd 35566 923.18 937.95 504 27 1 103,269$ 7.194 14.302 7.09 0.77 35567 919.15 12.52 0.013 0.00800 15.058 17.897 6.97 0.00066 Jurupa Ave 35567 919.15 933.30 453 27 1 92,809$ 7.194 11.859 5.86 1.00 35568 916.66 11.90 0.013 0.00550 15.058 14.839 5.78 0.00066 Jurupa Ave 35568 916.66 931.90 388 27 1 79,635$ 7.194 8.153 5.86 1.00 35569 915.65 12.99 0.013 0.00260 15.058 10.203 3.97 0.00066 Jurupa Ave Almond Avenue 35569 915.40 933.80 500 30 1 112,500$ 7.194 10.799 4.75 1.00 35570 914.10 15.90 0.013 0.00260 15.058 13.513 4.26 0.00057 Jurupa Ave 35570 914.10 927.30 500 30 1 112,500$ 7.194 10.799 4.75 1.00 35571 912.80 10.70 0.013 0.00260 15.058 13.513 4.26 0.00057 Jurupa Ave 35571 912.80 920.50 315 30 1 70,962$ 7.194 10.799 4.75 1.00 35572 911.98 5.20 0.013 0.00260 15.058 13.513 4.26 0.00057 Jurupa Ave T1SR6W 27SE 50%0.111 mgd Banana Avenue 35572 911.98 919.30 318 30 1 7.305 24.239 8.18 0.57 35573 907.81 4.82 0.013 0.01310 15.270 30.331 9.56 0.00057 Jurupa Ave 35573 906.81 919.60 962 42 1 7.305 14.693 2.97 0.77 35574 906.04 9.29 0.013 0.00080 15.270 18.386 2.96 0.00037 Jurupa Ave 35574 906.04 918.60 500 42 1 7.305 14.693 2.97 0.77 35575 905.64 9.06 0.013 0.00080 15.270 18.386 2.96 0.00037 Jurupa Ave 35575 905.64 917.50 150 42 1 7.305 14.693 2.97 0.77 35576 905.52 8.36 0.013 0.00080 15.270 18.386 2.96 0.00037 Jurupa Ave Calabash Avenue 35576 904.52 917.00 360 54 1 7.305 50.766 4.26 0.38 35577 903.62 7.98 0.013 0.00250 15.270 63.526 6.18 0.00026 Jurupa Ave 35577 903.62 914.50 444 54 1 7.305 50.766 4.26 0.38 35578 902.51 6.38 0.013 0.00250 15.270 63.526 6.18 0.00026 Jurupa Ave 35578 902.51 921.00 500 54 1 7.305 51.771 4.42 0.37 35579 901.21 13.99 0.013 0.00260 15.270 64.784 6.30 0.00026 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Jurupa Ave 42" Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Jurupa Ave 35579 901.21 917.40 108 54 1 7.305 50.766 4.26 0.38 35580 900.94 11.69 0.013 0.00250 15.270 63.526 6.18 0.00026 Jurupa Ave Mulberry Avenue 35580 900.94 916.30 96 54 1 7.305 50.766 4.26 0.38 34065 900.70 10.86 0.013 0.00250 15.270 63.526 6.18 0.00026 Jurupa Ave 34065 900.70 917.00 504 54 1 7.305 50.766 4.26 0.38 34066 899.44 11.80 0.013 0.00250 15.270 63.526 6.18 0.00026 Jurupa Ave 34066 899.44 917.00 496 54 1 7.305 50.766 4.26 0.38 34067 898.20 13.06 0.013 0.00250 15.270 63.526 6.18 0.00026 Jurupa Ave 34067 898.20 925.60 404 54 1 7.305 50.766 4.26 0.38 34068 897.19 22.90 0.013 0.00250 15.270 63.526 6.18 0.00026 Jurupa Ave 34068 897.19 923.50 500 54 1 7.305 50.766 4.26 0.38 34069 895.94 21.81 0.013 0.00250 15.270 63.526 6.18 0.00026 Jurupa Ave 34069 895.94 917.80 424 54 1 7.305 50.766 4.26 0.38 34070 894.88 17.36 0.013 0.00250 15.270 63.526 6.18 0.00026 Jurupa Ave 34070 894.88 916.70 844 36 1 7.305 17.219 4.54 0.69 34071 892.77 18.82 0.013 0.00250 15.270 21.546 4.72 0.00045 Jurupa Ave Fontana Gateway 30%0.441 mgd 34071 891.27 913.20 -84 54 1 7.746 50.766 4.34 0.39 34072 891.48 17.43 0.013 0.00250 16.106 63.526 6.18 0.00026 Jurupa Ave 34072 890.48 913.00 900 66 1 7.746 49.040 2.90 0.39 34073 889.76 17.02 0.013 0.00080 16.106 61.366 4.00 0.00024 Jurupa Ave 34073 889.76 906.70 362 66 1 7.746 49.040 2.90 0.39 34074 889.47 11.44 0.013 0.00080 16.106 61.366 4.00 0.00024 Jurupa Ave 34074 889.47 900.50 487 66 1 7.746 49.040 2.90 0.39 34075 889.08 5.53 0.013 0.00080 16.106 61.366 4.00 0.00024 Jurupa Ave 34075 889.08 902.30 375 66 1 7.746 49.040 2.90 0.39 34076 888.78 7.72 0.013 0.00080 16.106 61.366 4.00 0.00024 Jurupa Ave 34076 888.78 904.30 837 66 1 7.746 49.040 2.90 0.39 34077 888.11 10.02 0.013 0.00080 16.106 61.366 4.00 0.00024 Jurupa Ave 34077 887.61 905.30 1638 72 1 7.746 61.847 2.83 0.35 34078 886.30 11.69 0.013 0.00080 16.106 77.392 4.24 0.00024 Jurupa Ave Etiwanda Avenue 34078 886.05 905.30 75 1 7.746 24.381 1.35 0.58 RP-1 13.00 0.013 0.00010 16.106 30.509 1.54 0.00024 Discharge to RP-1 Job #:86025.028 Cost of Improvements $855,520 Date:18-May-00 7.746 mgd avg 16.106 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Jurupa Ave 42" Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $855,520 Date:18-May-00 0 10 20 30 40 50 60 70 80 90 Cyoress Sewer322033220432205Oleander Avenue3220732208322093221032211Citrus Avenue322123221332214Catawba Avenue3221632217322183221931100Poplar Avenue311023110331104Elm Avenue3110631107311083110931094Jurupa Splitter3108031081310823108331084Hemlock Avenue310863108731088Live Oak Avenue3556135562Redwood Avenue3556435565Slover Sewer3556735568Almond Avenue3557035571Banana Avenue355733557435575Calabash Avenue355773557835579Mulberry Avenue34065340663406734068340693407034071340723407334074340753407634077Etiwanda AvenueManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Lime Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Lime Ave T1SR6W 1NW 10%, Rancho Fontana 10%0.069 mgd Baseline Avenue 11169 1368.24 1376.80 190 8 1 0.069 0.858 3.11 0.35 11170 1364.65 7.89 0.013 0.01890 0.219 1.073 4.76 0.00334 Lime Ave 11170 1364.65 1370.80 328 8 1 0.069 0.858 3.11 0.35 11171 1358.45 5.48 0.013 0.01890 0.219 1.073 4.76 0.00334 Lime Ave 11171 1358.45 1364.60 328 8 1 0.069 0.837 3.11 0.35 11172 1352.55 5.48 0.013 0.01800 0.219 1.047 4.64 0.00334 Lime Ave 11172 1352.55 1358.40 323 8 1 0.069 1.000 3.38 0.33 11173 1344.25 5.18 0.013 0.02570 0.219 1.252 5.55 0.00334 Lime Ave 11173 1344.25 1352.30 309 8 1 0.069 0.794 3.00 0.36 11174 1339.25 7.38 0.013 0.01620 0.219 0.994 4.41 0.00334 Lime Ave 11174 1339.25 1346.40 331 8 1 0.069 0.839 3.11 0.35 11175 1333.25 6.48 0.013 0.01810 0.219 1.050 4.66 0.00334 Lime Ave 11175 1333.25 1340.20 331 8 1 0.069 0.880 3.24 0.34 11176 1326.67 6.28 0.013 0.01990 0.219 1.101 4.88 0.00334 Lime Ave 11176 1326.67 1334.00 307 8 1 0.069 0.932 3.24 0.34 11177 1319.83 6.66 0.013 0.02230 0.219 1.166 5.17 0.00334 Lime Ave 11177 1319.83 1327.93 201 8 1 0.069 0.782 3.00 0.36 11178 1316.68 7.43 0.013 0.01570 0.219 0.978 4.34 0.00334 Lime Ave T1SR6W 1NE 70%, 1NW 90% 0.177 mgd Miller Avenue 11178 1316.68 1324.86 398 8 1 0.246 0.837 4.35 0.67 11179 1309.51 7.51 0.013 0.01800 0.699 1.047 4.64 0.00334 Lime Ave 11179 1309.51 1317.61 400 8 1 0.246 0.773 4.14 0.70 11180 1303.36 7.43 0.013 0.01536 0.699 0.968 4.29 0.00334 Lime Ave 11180 1303.36 1311.32 401 8 1 0.246 0.752 4.08 0.71 11181 1297.53 7.29 0.013 0.01454 0.699 0.941 4.17 0.00334 Lime Ave 11181 1297.53 1305.64 381 8 1 0.246 0.764 4.08 0.71 11182 1291.82 7.44 0.013 0.01500 0.699 0.956 4.24 0.00334 Lime Ave 11182 1291.65 1297.34 389 10 1 0.246 1.385 3.96 0.50 11183 1285.81 4.86 0.013 0.01500 0.699 1.734 4.92 0.00248 Lime Ave 11183 1285.81 1294.74 263 10 1 0.246 1.385 3.96 0.50 11350 1281.86 8.10 0.013 0.01500 0.699 1.734 4.92 0.00248 Lime Ave T1SR6W 1SW50%, 1SE 50% 0.199 mgd 11350 1281.86 1289.70 126 10 1 0.446 1.385 4.69 0.68 11184 1279.97 7.01 0.013 0.01500 1.198 1.734 4.92 0.00248 Lime Ave 11184 1279.97 1288.38 199 10 1 0.446 2.530 7.16 0.48 11185 1270.00 7.58 0.013 0.05000 1.198 3.165 8.98 0.00248 Discharge to Foothill Blvd MH 11185 Job #:86025.028 Cost of Improvements $0 Date:18-May-00 Benefit Area Budget Cost 0.446 mgd avg 1.198 mgd pk City of Fontana Sewer Model Engineering Resources Lime Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $0 Date:18-May-00 0 1 1 2 2 3 3 4 Baseline Avenue1117011171111721117311174111751117611177Miller Avenue111791118011181111821118311350Foothill SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Locust Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Locust Avenue T1SR5W 4SW 20%, 4SE 50%0.135 mgd Foothill Blvd 18049 1288.95 1304.00 254 10 1 0.135 1.310 3.28 0.38 18050 1285.54 14.22 0.013 0.01340 0.403 1.639 4.65 0.00248 Locust Avenue 18050 1285.54 1300.40 294 10 1 0.135 1.310 3.28 0.38 18051 1281.60 14.03 0.013 0.01340 0.403 1.639 4.65 0.00248 Locust Avenue 18051 1281.60 1295.40 341 10 1 0.135 1.260 3.17 0.39 18052 1277.37 12.97 0.013 0.01240 0.403 1.576 4.47 0.00248 Locust Avenue 18052 1277.37 1229.80 167 10 1 0.135 1.260 3.17 0.39 18053 1275.30 -48.40 0.013 0.01240 0.403 1.576 4.47 0.00248 Locust Avenue 18053 1275.30 1288.40 279 10 1 0.135 1.260 3.17 0.39 18054 1271.84 12.27 0.013 0.01240 0.403 1.576 4.47 0.00248 Locust Avenue 18054 1271.84 1283.90 279 10 1 0.135 1.260 3.17 0.39 18055 1268.38 11.23 0.013 0.01240 0.403 1.576 4.47 0.00248 Locust Avenue 18055 1268.38 1279.60 279 10 1 0.135 1.260 3.17 0.39 18056 1264.92 10.39 0.013 0.01240 0.403 1.576 4.47 0.00248 Locust Avenue 18056 1264.92 1277.40 225 10 1 0.135 1.260 3.17 0.39 18057 1262.13 11.65 0.013 0.01240 0.403 1.576 4.47 0.00248 Locust Avenue 18057 1262.13 1270.90 217 10 1 0.135 1.260 3.17 0.39 18058 1259.44 7.94 0.013 0.01240 0.403 1.576 4.47 0.00248 Locust Avenue 18058 1259.44 1268.20 221 10 1 0.135 1.260 3.17 0.39 18059 1256.70 7.93 0.013 0.01240 0.403 1.576 4.47 0.00248 Locust Avenue T1SR5W 9NW 60%, 9NE 0.221 mgd Arrow Blvd 18059 1256.70 1265.90 245 10 1 0.355 1.186 3.95 0.66 18060 1254.00 8.37 0.013 0.01100 0.975 1.485 4.21 0.00248 Locust Avenue 18060 1254.00 1261.20 203 10 1 0.355 1.422 4.51 0.59 18061 1250.80 6.37 0.013 0.01580 0.975 1.779 5.05 0.00248 Locust Avenue 18061 1250.80 1258.30 297 10 1 0.355 1.376 4.33 0.61 18062 1246.40 6.67 0.013 0.01480 0.975 1.722 4.89 0.00248 Locust Avenue 18062 1246.40 1254.80 30 10 1 0.355 1.131 3.82 0.68 18063 1246.10 7.57 0.013 0.01000 0.975 1.416 4.02 0.00248 Locust Avenue 18063 1246.10 1254.60 536 10 1 0.355 1.357 4.33 0.61 18064 1238.38 7.67 0.013 0.01440 0.975 1.699 4.82 0.00248 Locust Avenue 18064 1238.38 1248.20 318 10 1 0.355 1.131 3.82 0.68 18065 1235.20 8.99 0.013 0.01000 0.975 1.416 4.02 0.00248 Locust Avenue 18065 1235.20 1247.22 120 10 1 0.355 1.131 3.82 0.68 18066 1234.00 11.19 0.013 0.01000 0.975 1.416 4.02 0.00248 Locust Avenue 18066 1234.00 1247.10 271 10 1 23,271$ 0.355 0.808 3.00 0.87 18067 1232.62 12.27 0.013 0.00510 0.975 1.011 2.87 0.00248 Locust Avenue 18067 1232.62 1240.00 330 10 1 0.355 1.408 4.42 0.60 18068 1227.50 6.55 0.013 0.01550 0.975 1.762 5.00 0.00248 Locust Avenue 18068 1227.50 1234.70 340 10 1 0.355 1.440 4.51 0.59 18069 1222.00 6.37 0.013 0.01620 0.975 1.802 5.11 0.00248 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Locust Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Locust Avenue 18069 1222.00 1229.70 120 10 1 0.355 1.567 4.80 0.56 18070 1219.70 6.87 0.013 0.01920 0.975 1.961 5.57 0.00248 Locust Avenue 18070 1219.70 1222.00 9 10 1 0.355 4.957 10.48 0.31 18044 1218.00 1.47 0.013 0.19200 0.975 6.203 17.60 0.00248 Locust Avenue Merrill Avenue 18044 1218.00 1225.50 334 10 1 0.355 1.390 4.42 0.60 23002 1214.00 6.67 0.013 0.01510 0.975 1.739 4.94 0.00248 Locust Avenue T1SR5W 9SW 50%, 9SE 0.190 mgd 23002 1214.00 1221.40 375 10 1 32,290$ 0.546 0.733 4.09 1.00 23003 1212.85 6.57 0.013 0.00420 1.441 0.917 2.60 0.00248 Granada Avenue Locust Avenue 23003 1212.85 1217.78 103 10 1 8,858$ 0.546 1.462 5.15 0.74 23004 1212.25 4.10 0.013 0.01670 1.441 1.829 5.19 0.00248 Granada Avenue 23004 1212.25 1217.25 271 10 1 23,306$ 0.546 0.715 4.09 1.00 23031 1211.18 4.17 0.013 0.00400 1.441 0.895 2.54 0.00248 Granada Avenue 23031 1211.18 1218.76 262 8 1 18,637$ 0.546 0.395 6.39 1.00 23032 1210.13 6.91 0.013 0.00400 1.441 0.494 2.19 0.00334 Granada Avenue 23032 1210.13 1218.69 263 8 1 18,638$ 0.546 0.395 6.39 1.00 23033 1209.08 7.89 0.013 0.00400 1.441 0.494 2.19 0.00334 Granada Avenue 23033 1209.08 1218.64 262 8 1 18,637$ 0.546 0.395 6.39 1.00 23034 1208.03 8.89 0.013 0.00400 1.441 0.494 2.19 0.00334 Granada Avenue 23034 1208.03 1215.70 262 8 1 18,600$ 0.546 0.526 6.39 1.00 23035 1206.17 7.00 0.013 0.00710 1.441 0.658 2.92 0.00334 Laurel Avenue Granada Avenue 23035 1206.17 1218.30 353 8 1 25,028$ 0.546 0.395 6.39 1.00 23036 1204.76 11.46 0.013 0.00400 1.441 0.494 2.19 0.00334 Laurel Avenue T1SR5W 16NE, 16NW 25% 0.142 mgd 23036 1204.76 1212.41 342 8 1 24,295$ 0.688 0.706 7.88 1.00 23037 1200.38 6.98 0.013 0.01280 1.779 0.883 3.92 0.00334 Laurel Avenue 23037 1200.38 1206.73 319 8 1 22,641$ 0.688 0.483 7.88 1.00 23038 1198.47 5.68 0.013 0.00600 1.779 0.605 2.68 0.00334 Athol Street Laurel Avenue 23038 1198.30 1201.50 266 10 1 22,834$ 0.688 0.609 5.05 1.00 23047 1197.53 2.37 0.013 0.00290 1.779 0.762 2.16 0.00248 Athol Street 23047 1197.53 1202.57 262 10 1 22,538$ 0.688 0.609 5.05 1.00 23043 1196.77 4.21 0.013 0.00290 1.779 0.762 2.16 0.00248 Athol Street 23043 1196.77 1203.35 262 10 1 22,538$ 0.688 0.609 5.05 1.00 23049 1196.01 5.75 0.013 0.00290 1.779 0.762 2.16 0.00248 Athol Street 23049 1196.01 1204.14 43 10 1 3,679$ 0.688 1.488 5.51 0.86 23051 1195.27 7.30 0.013 0.01730 1.779 1.862 5.28 0.00248 Amber Court 23051 1195.27 1204.91 180 10 1 15,480$ 0.688 0.715 5.05 1.00 23057 1194.55 8.81 0.013 0.00400 1.779 0.895 2.54 0.00248 Discharge to Alder Ave Sewer MH 23057 Job #:86025.028 Cost of Improvements $321,270 Date:18-May-00 0.688 mgd avg 1.779 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Locust Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $321,270 Date:18-May-00 0 1 2 3 4 5 6 7 Foothill Blvd180501805118052180531805418055180561805718058Arrow Blvd1806018061180621806318064180651806618067180681806918070Merrill Avenue23002Granada Avenue2300423031230322303323034Laurel Avenue2303623037Athol Street230472304323049Alder SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Mango Street Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Mango Ave Walnut Village 50%0.207 mgd 9024 1503.38 1515.00 244 8 1 0.207 0.967 4.58 0.56 9025 1497.52 10.95 0.013 0.02400 0.596 1.210 5.36 0.00334 Mango Ave 9025 1497.52 1508.55 349 8 1 0.207 1.025 4.79 0.54 9026 1488.11 10.36 0.013 0.02700 0.596 1.283 5.69 0.00334 Mango Ave 9026 1488.11 1501.05 126 8 1 0.207 0.954 4.58 0.56 9037 1485.16 12.27 0.013 0.02340 0.596 1.194 5.30 0.00334 Mango Ave 9037 1485.16 1501.05 145 8 1 0.207 0.967 4.58 0.56 9086 1481.67 15.22 0.013 0.02400 0.596 1.210 5.36 0.00334 Mango Ave 9086 1481.67 1494.79 207 8 1 0.207 0.967 4.58 0.56 9087 1476.70 12.45 0.013 0.02400 0.596 1.210 5.36 0.00334 Mango Ave 9087 1476.70 1489.92 313 8 1 0.207 0.837 4.13 0.61 9088 1471.07 12.55 0.013 0.01800 0.596 1.047 4.64 0.00334 Mango Ave 9088 1471.07 1482.08 330 8 1 0.207 0.837 4.13 0.61 9089 1465.13 10.34 0.013 0.01800 0.596 1.047 4.64 0.00334 Mango Ave 9089 1465.13 1476.14 350 8 1 0.207 0.837 4.13 0.61 9090 1458.83 10.34 0.013 0.01800 0.596 1.047 4.64 0.00334 Mango Ave 9090 1458.83 1469.62 200 8 1 0.207 0.934 4.49 0.57 9091 1454.36 10.12 0.013 0.02240 0.596 1.169 5.18 0.00334 Mango Ave 9091 1454.36 1465.46 132 8 1 0.207 0.882 4.30 0.59 9092 1451.71 10.43 0.013 0.02000 0.596 1.104 4.90 0.00334 Mango Ave 9092 1451.71 1463.67 447 8 1 0.207 0.882 4.30 0.59 9093 1442.77 11.29 0.013 0.02000 0.596 1.104 4.90 0.00334 Mango Ave 9093 1442.77 1454.18 110 8 1 0.207 0.958 4.58 0.56 9094 1440.17 10.74 0.013 0.02360 0.596 1.199 5.32 0.00334 Mango Ave T1SR5W 5NW 40%0.077 mgd 9094 1440.17 1451.92 270 8 1 0.283 0.958 5.02 0.66 9095 1433.80 11.08 0.013 0.02360 0.794 1.199 5.32 0.00334 Mango Ave 9095 1433.80 1445.21 170 8 1 0.283 0.855 4.64 0.71 9096 1430.60 10.74 0.013 0.01880 0.794 1.070 4.75 0.00334 Mango Ave 9096 1430.60 1442.02 571 8 1 0.283 0.855 4.64 0.71 9139 1419.86 10.75 0.013 0.01880 0.794 1.070 4.75 0.00334 Mango Ave 9139 1419.86 1431.35 241 8 1 0.283 0.882 4.71 0.70 9115 1415.03 10.82 0.013 0.02000 0.794 1.104 4.90 0.00334 Mango Ave 9115 1415.03 1426.83 228 8 1 0.283 0.882 4.71 0.70 9119 1410.47 11.13 0.013 0.02000 0.794 1.104 4.90 0.00334 Mango Ave 9119 1410.47 1420.90 279 8 1 19,809$ 0.283 0.624 3.52 1.00 9120 1407.68 9.76 0.013 0.01000 0.794 0.781 3.46 0.00334 Mango Ave 9120 1407.68 1417.17 140 8 1 9,940$ 0.283 0.683 3.93 0.84 9138 1406.00 8.82 0.013 0.01200 0.794 0.855 3.79 0.00334 Mango Ave Baseline Avenue 9138 1406.00 1416.96 177 8 1 12,567$ 0.283 0.624 3.52 1.00 12002 1404.23 10.29 0.013 0.01000 0.794 0.781 3.46 0.00334 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Mango Street Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Mango Ave 12002 1404.23 1411.64 300 8 1 0.283 0.950 4.94 0.67 12003 1397.26 6.74 0.013 0.02320 0.794 1.189 5.27 0.00334 Mango Ave 12003 1397.26 1404.80 304 8 1 0.283 0.837 4.57 0.72 12004 1391.78 6.87 0.013 0.01800 0.794 1.047 4.64 0.00334 Mango Ave 12004 1391.78 1398.79 334 8 1 23,714$ 0.283 0.648 3.78 0.88 12005 1388.17 6.34 0.013 0.01080 0.794 0.811 3.60 0.00334 Mango Ave 12005 1388.17 1398.79 375 8 1 0.283 0.846 4.57 0.72 12006 1381.26 9.95 0.013 0.01840 0.794 1.059 4.70 0.00334 Mango Ave 12006 1381.26 1257.49 103 8 1 0.283 0.846 4.57 0.72 12007 1375.92 -124.44 0.013 0.01840 0.794 1.059 4.70 0.00334 Mango Ave T1SR5W 5SW 25%0.052 mgd 12007 1375.92 1382.78 271 8 1 19,241$ 0.336 0.846 4.78 0.80 12008 1370.93 6.19 0.013 0.01840 0.926 1.059 4.70 0.00334 Mango Ave 12008 1370.93 1252.31 569 8 1 40,396$ 0.336 0.828 4.73 0.81 12009 1360.92 -119.29 0.013 0.01760 0.926 1.036 4.59 0.00334 Mango Ave Miller Avenue 12009 1360.92 1367.80 418 8 1 29,668$ 0.336 0.738 4.11 1.00 12010 1355.07 6.21 0.013 0.01400 0.926 0.924 4.10 0.00334 Mango Ave 12010 1355.07 1360.60 406 8 1 0.336 0.930 5.18 0.74 12011 1346.05 4.86 0.013 0.02220 0.926 1.163 5.16 0.00334 Mango Ave 12011 1346.05 1352.60 340 8 1 24,140$ 0.336 0.698 4.11 1.00 12012 1341.80 5.88 0.013 0.01250 0.926 0.873 3.87 0.00334 Mango Ave 12012 1341.80 1346.80 332 8 1 0.336 0.971 5.33 0.72 12013 1333.76 4.33 0.013 0.02420 0.926 1.215 5.39 0.00334 Mango Ave 12013 1333.76 1345.50 328 8 1 23,266$ 0.336 0.830 4.73 0.81 12014 1327.96 11.07 0.013 0.01770 0.926 1.039 4.61 0.00334 Mango Ave 12014 1327.96 1334.50 569 8 1 40,402$ 0.336 0.904 5.04 0.76 12015 1316.01 5.87 0.013 0.02100 0.926 1.131 5.02 0.00334 Mango Ave 12015 1316.01 1325.75 332 8 1 23,603$ 0.336 0.537 4.11 1.00 12016 1313.55 9.07 0.013 0.00740 0.926 0.672 2.98 0.00334 Mango Ave Foothill Blvd 12016 1313.55 1320.50 393 8 1 27,907$ 0.336 0.749 4.37 0.89 17300 1307.89 6.28 0.013 0.01440 0.926 0.937 4.15 0.00334 Mango Ave 17300 1307.89 1314.00 393 8 1 27,905$ 0.336 0.818 4.68 0.82 17301 1301.13 5.44 0.013 0.01720 0.926 1.024 4.54 0.00334 Mango Ave 17301 1301.13 1307.00 372 8 1 26,444$ 0.336 0.821 4.68 0.82 17302 1294.69 5.20 0.013 0.01730 0.926 1.027 4.55 0.00334 Mango Ave T1SR5W 8NW 60%0.128 mgd 17302 1294.52 1300.80 416 10 1 0.464 1.426 4.79 0.69 17303 1287.91 5.45 0.013 0.01590 1.243 1.785 5.07 0.00248 Mango Ave 17303 1287.91 1293.90 718 10 1 0.464 1.426 4.79 0.69 17254 1276.49 5.16 0.013 0.01590 1.243 1.785 5.07 0.00248 Mango Ave 17254 1276.32 1287.50 332 12 1 33,546$ 0.464 0.973 2.45 1.00 17304 1275.39 10.18 0.013 0.00280 1.243 1.218 2.40 0.00194 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Mango Street Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Mango Ave 17304 1275.39 1217.40 306 12 1 0.464 2.327 4.77 0.51 17305 1270.50 -58.99 0.013 0.01600 1.243 2.912 5.74 0.00194 Mango Ave Arrow Blvd 17305 1270.50 1277.50 340 12 1 0.464 2.073 4.34 0.55 17306 1266.18 6.00 0.013 0.01270 1.243 2.594 5.11 0.00194 Mango Ave 17306 1266.18 1272.00 330 12 1 0.464 2.268 4.66 0.52 17307 1261.16 4.82 0.013 0.01520 1.243 2.838 5.59 0.00194 Mango Ave 17307 1261.16 1267.50 326 12 1 0.464 2.283 4.66 0.52 17308 1256.14 5.34 0.013 0.01540 1.243 2.857 5.63 0.00194 Mango Ave 17308 1256.14 1262.00 875 12 1 0.464 2.283 4.66 0.52 17309 1242.66 4.86 0.013 0.01540 1.243 2.857 5.63 0.00194 Mango Ave 17309 1242.66 1257.00 475 12 1 47,975$ 0.464 0.823 2.45 1.00 17310 1241.71 13.34 0.013 0.00200 1.243 1.029 2.03 0.00194 Mango Ave 17310 1241.71 1253.20 339 12 1 34,268$ 0.464 0.973 2.45 1.00 17311 1240.76 10.49 0.013 0.00280 1.243 1.218 2.40 0.00194 Mango Ave 17311 1240.76 1246.50 339 12 1 0.464 2.420 4.89 0.50 17312 1234.90 4.74 0.013 0.01730 1.243 3.028 5.97 0.00194 Mango Ave 17312 1234.90 1241.20 327 12 1 0.464 2.413 4.89 0.50 17313 1229.28 5.30 0.013 0.01720 1.243 3.019 5.95 0.00194 Mango Ave T1SR5W 8SW 60%0.129 mgd Palmetto Ave Sewer 0.628 mgd 17313 1229.03 1235.50 501 15 1 1.221 4.717 6.43 0.57 22275 1219.00 5.22 0.013 0.02000 2.999 5.902 7.44 0.00144 Mango Ave 22275 1219.00 1230.00 21 15 1 1.221 4.717 6.43 0.57 22276 1218.58 9.75 0.013 0.02000 2.999 5.902 7.44 0.00144 Mango Ave 22276 1218.58 1224.50 361 15 1 1.221 4.323 6.04 0.60 22277 1212.52 4.67 0.013 0.01680 2.999 5.410 6.82 0.00144 Mango Ave 22277 1212.52 1218.50 361 15 1 1.221 4.936 6.70 0.55 22278 1204.61 4.73 0.013 0.02190 2.999 6.176 7.79 0.00144 Mango Ave 22278 1204.61 1209.30 361 15 1 1.221 4.947 6.70 0.55 22279 1196.67 3.44 0.013 0.02200 2.999 6.190 7.81 0.00144 Mango Ave 22279 1196.67 1204.50 419 15 1 1.221 3.164 4.91 0.72 22280 1192.90 6.58 0.013 0.00900 2.999 3.959 4.99 0.00144 Mango Ave 22280 1192.90 1198.70 406 15 1 1.221 4.729 6.43 0.57 22307 1184.73 4.55 0.013 0.02010 2.999 5.917 7.46 0.00144 Mango Ave 22307 1184.48 1192.00 567 18 1 81,600$ 1.221 2.101 2.63 1.00 22257 1183.63 6.02 0.013 0.00150 2.999 2.628 2.30 0.00113 Randall Ave T1SR5W 17NW 70%0.132 mgd Mango Avenue 22257 1183.63 1192.50 340 18 1 48,960$ 1.353 2.101 2.88 1.00 22258 1183.12 7.37 0.013 0.00150 3.293 2.628 2.30 0.00113 Randall Ave 22258 1183.12 1195.00 303 18 1 43,636$ 1.353 2.203 2.88 1.00 22259 1182.62 10.38 0.013 0.00165 3.293 2.757 2.41 0.00113 Randall Ave 22259 1182.62 1224.50 340 18 1 48,960$ 1.353 2.101 2.88 1.00 22230 1182.11 40.38 0.013 0.00150 3.293 2.628 2.30 0.00113 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Mango Street Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Randall Ave 22230 1182.11 1194.50 323 18 1 46,491$ 1.353 3.209 3.54 0.76 22203 1180.98 10.89 0.013 0.00350 3.293 4.015 3.52 0.00113 Randall Ave 22203 1180.98 1193.30 323 18 1 46,491$ 1.353 3.209 3.54 0.76 22204 1179.85 10.82 0.013 0.00350 3.293 4.015 3.52 0.00113 Randall Ave 22204 1179.85 1192.60 320 18 1 46,080$ 1.353 3.209 3.54 0.76 22205 1178.73 11.25 0.013 0.00350 3.293 4.015 3.52 0.00113 Randall Ave 22205 1178.73 1192.00 340 18 1 48,960$ 1.353 3.209 3.54 0.76 22179 1184.83 11.77 0.013 0.00350 3.293 4.015 3.52 0.00113 Discharge to Cypress-Juniper Avenue Sewer MH 22179 Job #:86025.028 Cost of Improvements $875,969 Date:18-May-00 1.353 mgd avg 3.293 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Mango Street Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $875,969 Date:18-May-00 0 1 2 3 4 5 6 7 9024902590269037908690879088908990909091909290939094909590969139911591199120913812002120031200412005120061200712008Miller120101201112012120131201412015Foothill Blvd173001730117302173031725417304Arrow Blvd17306173071730817309173101731117312Palmetto22275222762227722278222792228022307Randall Ave222582225922230222032220422205ManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Mulberry - Valley Blvd Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Valley Blvd T1SR6W 24NW 50%, 24SW 30%0.245 mgd Beech Avenue 25040 1065.35 1074.40 396 10 1 0.245 0.986 3.14 0.60 25039 1062.34 8.22 0.013 0.00760 0.694 1.234 3.50 0.00248 Valley Blvd 25039 1062.34 1071.30 428 10 1 36,819$ 0.245 0.640 2.32 0.79 25038 1060.97 8.13 0.013 0.00320 0.694 0.801 2.27 0.00248 Valley Blvd 25038 1060.97 1070.00 317 10 1 27,233$ 0.245 0.554 2.08 0.90 25037 1060.21 8.20 0.013 0.00240 0.694 0.693 1.97 0.00248 Valley Blvd 25037 1060.21 1069.70 363 10 1 0.245 0.715 2.52 0.73 25036 1058.76 8.66 0.013 0.00400 0.694 0.895 2.54 0.00248 Valley Blvd 25036 1058.76 1067.80 336 10 1 0.245 1.165 3.49 0.55 25035 1055.20 8.21 0.013 0.01060 0.694 1.457 4.14 0.00248 Valley Blvd 25035 1055.20 1064.20 305 10 1 0.245 1.176 3.57 0.54 25034 1051.91 8.17 0.013 0.01080 0.694 1.471 4.17 0.00248 Valley Blvd 25034 1051.91 1060.90 346 10 1 0.245 0.960 3.08 0.61 25033 1049.42 8.16 0.013 0.00720 0.694 1.201 3.41 0.00248 Valley Blvd 25033 1049.42 1058.30 368 10 1 0.245 0.847 2.81 0.66 25032 1047.36 8.05 0.013 0.00560 0.694 1.059 3.01 0.00248 Valley Blvd 25032 1047.36 1056.30 340 10 1 0.245 0.960 3.08 0.61 25031 1044.91 8.11 0.013 0.00720 0.694 1.201 3.41 0.00248 Valley Blvd T1SR6W 23NE 23SE 30%0.302 mgd Live Oak Avenue 25031 1044.91 1053.90 336 10 1 28,935$ 0.547 1.108 4.09 1.00 25030 1041.68 8.16 0.013 0.00960 1.443 1.387 3.94 0.00248 Valley Blvd 25030 1041.68 1050.70 350 10 1 30,100$ 0.547 0.679 4.09 1.00 25029 1040.42 8.19 0.013 0.00360 1.443 0.849 2.41 0.00248 Valley Blvd 25029 1040.42 1049.60 397 10 1 34,161$ 0.547 0.679 4.09 1.00 25028 1038.99 8.35 0.013 0.00360 1.443 0.849 2.41 0.00248 Valley Blvd 25028 1038.99 1049.50 353 10 1 30,339$ 0.547 0.679 4.09 1.00 25027 1037.72 9.68 0.013 0.00360 1.443 0.849 2.41 0.00248 Valley Blvd 25027 1037.72 1047.80 345 10 1 29,655$ 0.547 0.862 4.09 1.00 25026 1035.72 9.25 0.013 0.00580 1.443 1.078 3.06 0.00248 Valley Blvd 25026 1035.72 1044.70 196 10 1 16,823$ 0.547 0.697 4.09 1.00 25025 1034.98 8.15 0.013 0.00380 1.443 0.873 2.48 0.00248 Valley Blvd T1SR6W 23NW, 23SW 30%0.413 mgd Cherry Avenue Sewer 0.000 mgd 25025 1034.31 1043.80 372 18 1 0.960 4.665 4.21 0.50 25024 1031.56 7.99 0.013 0.00740 2.408 5.838 5.11 0.00113 Valley Blvd 25024 1031.56 1041.10 334 18 1 0.960 5.841 4.83 0.45 25023 1027.69 8.04 0.013 0.01160 2.408 7.310 6.40 0.00113 Valley Blvd 25023 1027.69 1039.20 350 18 1 0.960 3.515 3.43 0.59 25022 1026.22 10.01 0.013 0.00420 2.408 4.398 3.85 0.00113 Valley Blvd 25022 1026.22 1037.60 359 18 1 0.960 3.068 3.12 0.64 25021 1025.07 9.88 0.013 0.00320 2.408 3.839 3.36 0.00113 Valley Blvd 25021 1025.07 1036.40 357 18 1 0.960 2.971 3.01 0.66 25020 1024.00 9.83 0.013 0.00300 2.408 3.717 3.26 0.00113 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Mulberry - Valley Blvd Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Valley Blvd 25020 1024.00 1035.40 393 18 1 56,571$ 0.960 2.029 2.33 0.85 25019 1023.45 9.90 0.013 0.00140 2.408 2.539 2.22 0.00113 Valley Blvd 25019 1023.45 1035.00 346 18 1 0.960 3.758 3.58 0.57 25018 1021.79 10.05 0.013 0.00480 2.408 4.702 4.12 0.00113 Valley Blvd 25018 1021.79 1033.30 336 18 1 0.960 5.202 4.44 0.48 25017 1018.70 10.01 0.013 0.00920 2.408 6.510 5.70 0.00113 Valley Blvd 25017 1018.70 1030.10 348 18 1 0.960 3.598 3.43 0.59 25016 1017.17 9.90 0.013 0.00440 2.408 4.502 3.94 0.00113 Valley Blvd T1SR6W 22NE 22NW 50% ,Southwest Industrial Park10%1.039 mgd 25016 1017.17 1028.70 400 18 1 57,600$ 1.999 2.029 4.11 1.00 25015 1016.61 10.03 0.013 0.00140 4.695 2.539 2.22 0.00113 Valley Blvd 25015 1016.61 1029.40 393 18 1 56,571$ 1.999 2.029 4.11 1.00 25014 1016.06 11.29 0.013 0.00140 4.695 2.539 2.22 0.00113 Valley Blvd 25014 1016.06 1029.90 400 18 1 57,600$ 1.999 2.029 4.11 1.00 25013 1015.50 12.34 0.013 0.00140 4.695 2.539 2.22 0.00113 Calabash Ave T1SR6W 21NE 22NW 50%0.587 mgd Valley Blvd 25013 1015.50 1030.30 346 18 1 49,835$ 2.585 5.477 6.13 0.79 25012 1011.97 13.30 0.013 0.01020 5.933 6.854 6.00 0.00113 Calabash Ave 25012 1011.97 1023.50 331 18 1 2.585 7.154 7.42 0.66 25011 1006.21 10.03 0.013 0.01740 5.933 8.952 7.84 0.00113 Calabash Ave 25011 1006.21 1019.00 425 18 1 61,132$ 2.585 5.584 6.21 0.78 25010 1001.71 11.29 0.013 0.01060 5.933 6.987 6.12 0.00113 Calabash Ave 25010 1001.71 1013.00 386 18 1 2.585 6.231 6.74 0.72 25009 996.61 9.79 0.013 0.01320 5.933 7.797 6.83 0.00113 Calabash Ave 25009 996.61 1007.90 966 18 1 139,091$ 2.585 3.598 5.19 1.00 25008 992.36 9.79 0.013 0.00440 5.933 4.502 3.94 0.00113 Calabash Ave 25008 992.36 1005.20 385 18 1 2.585 5.941 6.55 0.74 25007 987.74 11.34 0.013 0.01200 5.933 7.434 6.51 0.00113 Calabash Ave 25007 987.74 995.10 378 18 1 2.585 6.136 6.65 0.73 25006 982.90 5.86 0.013 0.01280 5.933 7.678 6.73 0.00113 Slover Ave TISR6W 21SW 21SE 22SE 22SW 0.835 mgd Calabash Avenue 25006 982.90 990.40 432 18 1 62,182$ 3.420 2.544 6.70 1.00 25005 981.95 6.00 0.013 0.00220 7.655 3.183 2.79 0.00113 Slover Ave 25005 981.95 991.50 436 18 1 62,836$ 3.420 2.544 6.70 1.00 25004 980.99 8.05 0.013 0.00220 7.655 3.183 2.79 0.00113 Slover Ave 25004 980.99 990.90 37 18 1 3.420 8.044 8.70 0.72 25003 980.17 8.41 0.013 0.02200 7.655 10.066 8.82 0.00113 Slover Ave 25003 980.17 990.20 321 18 1 46,286$ 3.420 4.059 6.70 1.00 25002 978.37 8.53 0.013 0.00560 7.655 5.079 4.45 0.00113 Slover Ave 25002 978.37 989.80 231 18 1 33,329$ 3.420 6.039 6.70 1.00 30001 975.50 9.93 0.013 0.01240 7.655 7.557 6.62 0.00113 Mulberry Ave Slover Avenue 30001 975.50 990.28 309 18 1 44,521$ 3.420 5.662 6.70 1.00 30002 972.13 13.28 0.013 0.01090 7.655 7.086 6.21 0.00113 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Mulberry - Valley Blvd Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Mulberry Ave 30002 972.13 987.00 411 18 1 59,154$ 3.420 6.394 7.32 0.86 30003 966.42 13.37 0.013 0.01390 7.655 8.001 7.01 0.00113 Mulberry Ave 30003 966.42 981.68 411 18 1 59,163$ 3.420 6.160 7.13 0.89 30004 961.12 13.76 0.013 0.01290 7.655 7.708 6.75 0.00113 Mulberry Ave 30004 961.12 976.57 415 18 1 59,794$ 3.420 5.557 6.70 1.00 30005 956.76 13.95 0.013 0.01050 7.655 6.954 6.09 0.00113 Mulberry Ave 30005 956.76 972.09 415 18 1 59,794$ 3.420 5.557 6.70 1.00 30006 952.40 13.83 0.013 0.01050 7.655 6.954 6.09 0.00113 Mulberry Ave 30006 952.40 967.33 413 18 1 59,478$ 3.420 5.816 6.70 1.00 30007 947.65 13.43 0.013 0.01150 7.655 7.278 6.37 0.00113 Mulberry Ave 30007 947.65 962.35 929 18 1 133,776$ 3.420 5.424 6.70 1.00 30008 938.36 13.20 0.013 0.01000 7.655 6.787 5.94 0.00113 Mulberry Ave T1SR6W 27NE 40%, 27NW, Fontana Gateway 15%0.512 mgd Santa Ana Avenue 30008 938.36 958.08 1524 18 1 219,456$ 3.932 3.835 7.61 1.00 30009 930.74 18.22 0.013 0.00500 8.691 4.799 4.20 0.00113 Mulberry Ave 30009 930.74 953.12 386 18 1 55,584$ 3.932 3.835 7.61 1.00 30010 928.81 20.88 0.013 0.00500 8.691 4.799 4.20 0.00113 Mulberry Ave 30010 928.81 947.28 386 18 1 55,584$ 3.932 3.835 7.61 1.00 30011 926.88 16.97 0.013 0.00500 8.691 4.799 4.20 0.00113 Mulberry Ave 30011 926.88 942.00 1092 18 1 157,248$ 3.932 3.835 7.61 1.00 30012 921.42 13.62 0.013 0.00500 8.691 4.799 4.20 0.00113 Mulberry Ave Fontana Gateway 10%0.147 mgd 30012 921.42 938.58 876 18 1 126,124$ 4.079 5.059 7.87 1.00 30013 913.80 15.66 0.013 0.00870 8.986 6.330 5.54 0.00113 Mulberry Ave 30013 913.80 932.14 408 18 1 58,759$ 4.079 5.059 7.87 1.00 30014 910.25 16.84 0.013 0.00870 8.986 6.330 5.54 0.00113 Mulberry Ave 30014 910.25 926.70 90 18 1 12,893$ 4.079 5.030 7.87 1.00 30015 909.48 14.95 0.013 0.00860 8.986 6.294 5.51 0.00113 Mulberry Ave 30015 907.48 921.10 234 42 1 4.079 24.254 3.63 0.42 30017 906.97 10.12 0.013 0.00218 8.986 30.350 4.88 0.00037 Mulberry Ave 30017 906.97 918.20 22 30 1 4.079 65.377 13.71 0.26 30016 904.91 8.73 0.013 0.09530 8.986 81.809 25.80 0.00057 Mulberry Ave T1SR6W 27SW 0.223 mgd Jurupa Avenue 30016 904.91 916.80 339 15 1 41,713$ 4.302 3.199 11.89 1.00 35600 901.79 10.64 0.013 0.00920 9.432 4.003 5.05 0.00144 Mulberry Ave 35600 901.79 914.90 415 15 1 50,989$ 4.302 3.498 11.89 1.00 35601 897.23 11.86 0.013 0.01100 9.432 4.377 5.52 0.00144 Mulberry Ave 35601 897.23 909.60 408 15 1 50,166$ 4.302 3.946 11.89 1.00 35602 891.52 11.12 0.013 0.01400 9.432 4.938 6.23 0.00144 Mulberry Ave 35602 891.52 903.90 421 15 1 51,797$ 4.302 3.164 11.89 1.00 35603 887.73 11.13 0.013 0.00900 9.432 3.959 4.99 0.00144 Mulberry Ave 35603 887.73 900.50 424 15 1 52,187$ 4.302 2.790 11.89 1.00 35604 884.76 11.52 0.013 0.00700 9.432 3.492 4.40 0.00144 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Mulberry - Valley Blvd Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Mulberry Ave 35604 884.76 899.40 412 15 1 50,619$ 4.302 3.803 11.89 1.00 35605 879.41 13.39 0.013 0.01300 9.432 4.759 6.00 0.00144 Mulberry Ave 35605 879.41 894.20 133 15 1 16,369$ 4.302 3.421 11.89 1.00 35606 878.01 13.54 0.013 0.01052 9.432 4.281 5.40 0.00144 Mulberry Ave 35606 877.51 889.30 22 21 1 4.302 13.567 9.69 0.60 35607 876.90 10.04 0.013 0.02750 9.432 16.977 10.92 0.00092 Mulberry Ave 35607 876.90 887.15 59 15 1 7,297$ 4.302 5.124 11.89 1.00 35608 875.50 9.00 0.013 0.02360 9.432 6.412 8.09 0.00144 Mulberry Ave 35608 875.50 1015.10 7 15 1 820$ 4.302 5.777 11.89 1.00 35534 875.30 138.35 0.013 0.03000 9.432 7.229 9.12 0.00144 Discharge to Jurupa Avenue 21" Sewer MH 35534 Job #:86025.028 Cost of Improvements $2,400,385 Date:18-May-00 4.302 mgd avg 9.432 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Mulberry - Valley Blvd Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $2,400,385 Date:18-May-00 0 10 20 30 40 50 60 70 80 90 Beech Avenue2503925038250372503625035250342503325032Live Oak Avenue2503025029250282502725026Cherry Sewer2502425023250222502125020250192501825017250162501525014Valley Blvd250122501125010250092500825007Calabash Avenue25005250042500325002Slover Avenue300023000330004300053000630007Santa Ana Avenue3000930010300113001230013300143001530017Jurupa Avenue3560035601356023560335604356053560635607Jurupa SewerManholes - Valley Blvd/Mulberry AvenueFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Oleander Drive Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Oleander Avenue T1NR5W 31NW 20%0.048 mgd 9185 1490.85 1498.55 149 8 1 0.048 0.930 2.92 0.29 9186 1487.54 7.03 0.013 0.02220 0.159 1.163 5.16 0.00334 Oleander Avenue 9186 1487.54 1495.39 441 8 1 0.048 0.950 2.92 0.29 9187 1477.31 7.18 0.013 0.02320 0.159 1.189 5.27 0.00334 Oleander Avenue 9187 1477.31 1485.16 400 8 1 0.048 0.971 3.07 0.28 9188 1467.62 7.18 0.013 0.02420 0.159 1.215 5.39 0.00334 Oleander Avenue 9188 1467.62 1475.47 400 8 1 0.048 0.975 3.07 0.28 9189 1457.85 7.18 0.013 0.02440 0.159 1.220 5.41 0.00334 Oleander Avenue 9189 1457.85 1466.01 398 8 1 0.048 1.057 3.23 0.27 9190 1446.44 7.49 0.013 0.02870 0.159 1.323 5.86 0.00334 Oleander Avenue Walnut Street 0.159 mgd 9190 1446.44 1457.05 357 8 1 0.207 0.743 3.84 0.65 9191 1441.37 9.94 0.013 0.01420 0.596 0.930 4.13 0.00334 Oleander Avenue 9191 1441.37 1449.28 351 8 1 0.207 0.902 4.40 0.58 9192 1434.03 7.24 0.013 0.02090 0.596 1.129 5.00 0.00334 Oleander Avenue 9192 1434.03 1442.21 351 8 1 0.207 0.902 4.40 0.58 9193 1426.70 7.51 0.013 0.02090 0.596 1.129 5.00 0.00334 Oleander Avenue 9193 1426.70 1434.72 351 8 1 0.207 0.902 4.40 0.58 9194 1419.37 7.35 0.013 0.02090 0.596 1.129 5.00 0.00334 Oleander Avenue 9194 1419.37 1427.41 351 8 1 0.207 0.902 4.40 0.58 9195 1412.03 7.37 0.013 0.02090 0.596 1.129 5.00 0.00334 Oleander Avenue 9195 1412.03 1419.78 351 8 1 0.207 0.902 4.40 0.58 9196 1404.70 7.08 0.013 0.02090 0.596 1.129 5.00 0.00334 Oleander Avenue 9196 1404.70 1412.72 352 8 1 0.207 0.811 4.06 0.62 9197 1398.75 7.35 0.013 0.01690 0.596 1.015 4.50 0.00334 Oleander Avenue 9197 1398.75 1406.71 193 8 1 0.207 0.987 4.69 0.55 9198 1393.92 7.29 0.013 0.02500 0.596 1.234 5.47 0.00334 Oleander Avenue T1NR5W 31SW 50%0.095 mgd Baseline Avenue 9198 1393.92 1403.08 456 8 1 32,376$ 0.302 0.540 3.73 1.00 12253 1390.50 8.49 0.013 0.00750 0.842 0.676 3.00 0.00334 Oleander Avenue 12253 1390.50 1385.25 227 8 1 0.302 0.948 5.07 0.69 12254 1385.25 -5.92 0.013 0.02310 0.842 1.187 5.26 0.00334 Oleander Avenue 12254 1385.25 1390.77 323 8 1 0.302 0.906 4.92 0.71 12255 1378.44 4.85 0.013 0.02110 0.842 1.134 5.03 0.00334 Oleander Avenue 12255 1378.44 1384.00 328 8 1 0.302 0.925 4.99 0.70 12256 1371.23 4.89 0.013 0.02200 0.842 1.158 5.13 0.00334 Oleander Avenue 12256 1371.23 1380.50 352 8 1 0.302 0.860 4.70 0.74 12257 1364.54 8.60 0.013 0.01900 0.842 1.076 4.77 0.00334 Oleander Avenue 12257 1364.54 1370.62 350 8 1 0.302 0.860 4.70 0.74 12258 1357.89 5.41 0.013 0.01900 0.842 1.076 4.77 0.00334 Oleander Avenue 12258 1357.89 1364.25 466 8 1 33,091$ 0.302 0.660 3.73 1.00 12259 1352.67 5.69 0.013 0.01120 0.842 0.826 3.66 0.00334 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Oleander Drive Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Oleander Avenue 12259 1352.67 1359.41 265 8 1 0.302 0.860 4.70 0.74 12260 1347.63 6.07 0.013 0.01900 0.842 1.076 4.77 0.00334 Oleander Avenue 12260 1347.63 1355.02 244 8 1 0.302 0.961 5.07 0.69 12261 1341.85 6.72 0.013 0.02370 0.842 1.202 5.33 0.00334 Oleander Avenue T1SR5W 6NW 55%0.105 mgd Miller Avenue 12261 1341.85 1350.28 494 8 1 35,082$ 0.407 0.630 4.89 1.00 12262 1336.81 7.76 0.013 0.01020 1.103 0.789 3.50 0.00334 Oleander Avenue 12262 1336.81 1341.50 448 8 1 31,808$ 0.407 0.312 4.89 1.00 12263 1335.69 4.02 0.013 0.00250 1.103 0.390 1.73 0.00334 Oleander Avenue 12263 1335.69 1341.50 363 8 1 25,764$ 0.407 0.806 4.89 1.00 12264 1329.63 5.14 0.013 0.01670 1.103 1.009 4.47 0.00334 Oleander Avenue 12264 1329.63 1334.50 439 8 1 31,154$ 0.407 0.801 4.89 1.00 12265 1322.39 4.20 0.013 0.01650 1.103 1.003 4.45 0.00334 Oleander Avenue 12265 1322.39 1328.00 326 8 1 23,147$ 0.407 0.821 4.89 1.00 12266 1316.75 4.94 0.013 0.01730 1.103 1.027 4.55 0.00334 Oleander Avenue 12266 1316.75 1342.10 332 8 1 23,540$ 0.407 0.895 5.20 0.89 12267 1309.92 24.68 0.013 0.02060 1.103 1.121 4.97 0.00334 Oleander Avenue 12267 1309.92 1316.00 332 8 1 23,585$ 0.407 0.823 4.89 1.00 12268 1304.14 5.41 0.013 0.01740 1.103 1.030 4.57 0.00334 Oleander Avenue 12268 1304.14 1310.00 332 8 1 23,585$ 0.407 0.823 4.89 1.00 12269 1298.36 5.19 0.013 0.01740 1.103 1.030 4.57 0.00334 Oleander Avenue T1SR5W 6SW 50%0.054 mgd Foothill Blvd 12269 1298.36 1304.00 239 8 1 16,948$ 0.461 0.851 5.47 1.00 17092 1293.92 4.97 0.013 0.01860 1.234 1.065 4.72 0.00334 Oleander Avenue 17092 1293.92 1300.30 157 8 1 11,146$ 0.461 0.851 5.47 1.00 17020 1291.00 5.71 0.013 0.01860 1.234 1.065 4.72 0.00334 Oleander Avenue 17020 1291.00 1298.00 398 8 1 28,260$ 0.461 0.769 5.47 1.00 17021 1284.95 6.33 0.013 0.01520 1.234 0.963 4.27 0.00334 Oleander Avenue 17021 1284.95 1291.00 389 8 1 27,591$ 0.461 0.880 5.47 1.00 17022 1277.22 5.38 0.013 0.01990 1.234 1.101 4.88 0.00334 Oleander Avenue 17022 1277.05 1283.50 374 10 1 0.461 1.426 4.83 0.68 17023 1271.11 5.62 0.013 0.01590 1.234 1.785 5.07 0.00248 Oleander Avenue 17023 1271.11 1276.00 371 10 1 31,943$ 0.461 1.234 4.35 0.75 17024 1266.69 4.06 0.013 0.01190 1.234 1.544 4.38 0.00248 Oleander Avenue 17024 1266.69 1272.60 371 10 1 0.461 1.390 4.76 0.69 17025 1261.09 5.08 0.013 0.01510 1.234 1.739 4.94 0.00248 Oleander Avenue 17025 1261.09 1266.00 370 10 1 0.461 1.555 5.09 0.65 17026 1254.09 4.08 0.013 0.01890 1.234 1.946 5.52 0.00248 Oleander Avenue T1SR5W 7NW 60%0.128 mgd Arrow Route 17026 1254.09 1260.50 341 10 1 29,327$ 0.589 1.334 4.89 0.84 17027 1249.35 5.58 0.013 0.01390 1.544 1.669 4.74 0.00248 Oleander Avenue 17027 1249.35 1256.00 340 10 1 29,228$ 0.589 1.329 4.89 0.84 17028 1244.66 5.82 0.013 0.01380 1.544 1.663 4.72 0.00248 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Oleander Drive Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Oleander Avenue 17028 1244.66 1251.50 296 10 1 25,463$ 0.589 1.399 5.10 0.80 17029 1240.13 6.01 0.013 0.01530 1.544 1.751 4.97 0.00248 Oleander Avenue 17029 1240.13 1247.50 284 10 1 24,404$ 0.589 1.395 5.05 0.81 17030 1235.82 6.54 0.013 0.01520 1.544 1.745 4.95 0.00248 Oleander Avenue Cypress Ave Sewer 0.460 mgd 17030 1235.65 1244.30 364 12 1 36,727$ 1.049 0.863 5.15 1.00 17031 1234.85 7.65 0.013 0.00220 2.612 1.080 2.13 0.00194 Oleander Avenue 17031 1234.85 1239.00 177 12 1 17,918$ 1.049 2.447 6.15 0.78 17032 1231.71 3.15 0.013 0.01770 2.612 3.062 6.04 0.00194 Oleander Avenue 17032 1231.71 1236.50 306 12 1 30,858$ 1.049 2.595 6.39 0.75 17033 1225.63 3.79 0.013 0.01990 2.612 3.247 6.40 0.00194 Oleander Avenue 17033 1225.63 1230.80 386 12 1 38,992$ 1.049 2.363 5.93 0.81 17034 1219.26 4.17 0.013 0.01650 2.612 2.957 5.83 0.00194 Oleander Avenue T1SR5W 7SW 70%0.167 mgd Merrill Avenue 17034 1219.26 1225.00 386 12 1 38,957$ 1.216 2.065 5.88 1.00 22017 1214.40 4.74 0.013 0.01260 2.987 2.584 5.09 0.00194 Oleander Avenue 22017 1214.40 1220.40 386 12 1 38,940$ 1.216 1.676 5.88 1.00 22018 1211.20 5.00 0.013 0.00830 2.987 2.097 4.13 0.00194 Oleander Avenue 22018 1211.20 1216.50 386 12 1 38,940$ 1.216 1.676 5.88 1.00 22019 1208.00 4.30 0.013 0.00830 2.987 2.097 4.13 0.00194 Oleander Avenue 22019 1208.00 1212.50 386 12 1 1.216 3.028 7.42 0.74 22020 1197.54 3.50 0.013 0.02710 2.987 3.789 7.47 0.00194 Oleander Avenue 22020 1197.54 1203.50 356 12 1 35,956$ 1.216 2.433 6.31 0.88 22021 1191.31 4.96 0.013 0.01750 2.987 3.045 6.00 0.00194 Oleander Avenue 22021 1191.31 1195.00 330 12 1 33,301$ 1.216 2.433 6.31 0.88 22022 1185.54 2.69 0.013 0.01750 2.987 3.045 6.00 0.00194 Oleander Avenue 22022 1185.54 1192.00 330 12 1 33,301$ 1.216 2.433 6.31 0.88 22023 1179.77 5.46 0.013 0.01750 2.987 3.045 6.00 0.00194 Oleander Avenue 22023 1179.77 1186.60 315 12 1 31,858$ 1.216 2.433 6.31 0.88 22115 1174.25 5.83 0.013 0.01750 2.987 3.045 6.00 0.00194 Oleander Avenue T1SR5W 18NW 60%0.137 mgd 22115 1174.00 1181.50 314 15 1 38,677$ 1.353 3.164 5.02 0.77 22066 1171.17 6.25 0.013 0.00900 3.291 3.959 4.99 0.00144 Randall Avenue Oleander Avenue 22066 1171.17 1181.60 365 15 1 44,909$ 1.353 2.187 4.15 1.00 22067 1169.60 9.18 0.013 0.00430 3.291 2.737 3.45 0.00144 Randall Avenue 22067 1169.60 1179.00 374 15 1 46,053$ 1.353 2.187 4.15 1.00 22068 1167.99 8.15 0.013 0.00430 3.291 2.737 3.45 0.00144 Randall Avenue 22068 1167.99 1177.30 326 15 1 40,047$ 1.353 2.187 4.15 1.00 22008 1166.59 8.06 0.013 0.00430 3.291 2.737 3.45 0.00144 Discharge to Citrus Avenue Sewer MH 22008 Job #:86025.028 Cost of Improvements $1,052,877 Date:18-May-00 1.353 mgd avg 3.291 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Oleander Drive Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $1,052,877 Date:18-May-00 0 1 1 2 2 3 3 4 4 5 91859186918791889189Walnut Sewer9191919291939194919591969197Baseline1225312254122551225612257122581225912260Miller Avenue12262122631226412265122661226712268Foothill Blvd17092170201702117022170231702417025Arrow Route170271702817029Cypress Sewer170311703217033170342201722018220192202022021220222202322115Oleander22067Citrus SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Palmetto Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Palmetto Ave.Walnut Village 50%0.207 mgd 9070 1455.95 1468.00 260 8 1 18,460$ 0.207 0.395 2.64 1.00 9072 1454.91 11.38 0.013 0.00400 0.596 0.494 2.19 0.00334 Palmetto Ave. 9072 1454.91 1463.89 231 8 1 0.207 0.789 3.98 0.63 9075 1451.22 8.31 0.013 0.01600 0.596 0.988 4.38 0.00334 Palmetto Ave. 9075 1451.22 1458.31 254 8 1 0.207 1.254 5.56 0.48 9078 1440.95 6.42 0.013 0.04040 0.596 1.569 6.96 0.00334 Palmetto Ave. 9078 1440.95 1453.00 378 8 1 0.207 0.837 4.13 0.61 9079 1434.14 11.38 0.013 0.01800 0.596 1.047 4.64 0.00334 Palmetto Ave. 9079 1434.14 1445.80 401 8 1 0.207 0.837 4.13 0.61 9080 1426.93 10.99 0.013 0.01800 0.596 1.047 4.64 0.00334 Palmetto Ave. 9080 1426.93 1438.80 381 8 1 0.207 0.837 4.13 0.61 9081 1420.07 11.20 0.013 0.01800 0.596 1.047 4.64 0.00334 Palmetto Ave. 9081 1420.07 1431.60 248 8 1 0.207 0.789 3.98 0.63 9082 1416.11 10.86 0.013 0.01600 0.596 0.988 4.38 0.00334 Palmetto Ave. 9082 1416.11 1427.30 351 8 1 0.207 0.882 4.30 0.59 9083 1409.09 10.52 0.013 0.02000 0.596 1.104 4.90 0.00334 Palmetto Ave. 9083 1409.09 1420.00 350 8 1 0.207 0.624 3.43 0.72 9084 1405.59 10.24 0.013 0.01000 0.596 0.781 3.46 0.00334 Palmetto Ave.T1SR5W 5NW 50%0.096 mgd Baseline Avenue 9084 1405.59 1415.37 990 8 1 70,290$ 0.303 0.197 3.73 1.00 Palmetto Avenue Sewer1404.60 9.11 0.013 0.00100 0.843 0.247 1.09 0.00334 Palmetto Ave. 9085 1404.60 1415.23 365 8 1 25,883$ 0.303 0.654 3.73 1.00 13330 1400.59 9.96 0.013 0.01100 0.843 0.819 3.63 0.00334 Palmetto Ave. 13330 1400.59 1408.00 389 8 1 0.303 0.882 4.85 0.72 13329 1392.81 6.74 0.013 0.02000 0.843 1.104 4.90 0.00334 Palmetto Ave. 13329 1392.81 1401.75 229 8 1 16,248$ 0.303 0.779 4.40 0.79 13328 1389.24 8.27 0.013 0.01560 0.843 0.975 4.32 0.00334 Palmetto Ave. 13328 1389.24 1396.40 256 8 1 0.303 0.908 4.92 0.71 13327 1383.81 6.49 0.013 0.02120 0.843 1.137 5.04 0.00334 Palmetto Ave. 13327 1383.81 1391.85 274 8 1 19,426$ 0.303 0.749 4.26 0.82 13326 1379.87 7.37 0.013 0.01440 0.843 0.937 4.15 0.00334 Palmetto Ave. 13326 1379.87 1387.35 252 8 1 0.303 0.846 4.71 0.74 13324 1375.24 6.81 0.013 0.01840 0.843 1.059 4.70 0.00334 Palmetto Ave. 13324 1375.24 1379.15 131 8 1 0.303 0.917 4.92 0.71 13323 1372.42 3.24 0.013 0.02160 0.843 1.147 5.09 0.00334 Palmetto Ave. 13323 1372.42 1379.15 174 8 1 0.303 0.846 4.71 0.74 13322 1369.22 6.06 0.013 0.01840 0.843 1.059 4.70 0.00334 Palmetto Ave. 13322 1369.22 1375.10 139 8 1 0.303 0.904 4.92 0.71 13321 1366.30 5.21 0.013 0.02100 0.843 1.131 5.02 0.00334 Palmetto Ave. 13321 1366.30 1372.30 334 8 1 23,696$ 0.303 0.789 4.46 0.78 13320 1360.96 5.33 0.013 0.01600 0.843 0.988 4.38 0.00334 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Palmetto Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Palmetto Ave. 13320 1360.96 1366.80 193 8 1 13,679$ 0.303 0.764 4.35 0.80 13269 1358.07 5.17 0.013 0.01500 0.843 0.956 4.24 0.00334 Palmetto Ave.Miller Avenue 13269 1358.07 1364.20 409 8 1 29,049$ 0.303 0.799 4.46 0.78 13319 1351.36 5.46 0.013 0.01640 0.843 1.000 4.43 0.00334 Palmetto Ave. 13319 1351.36 1357.20 334 8 1 23,714$ 0.303 0.764 4.35 0.80 13318 1345.36 5.17 0.013 0.01500 0.843 0.956 4.24 0.00334 Palmetto Ave. 13318 1345.36 1351.30 375 8 1 26,658$ 0.303 0.764 4.35 0.80 13317 1340.26 5.27 0.013 0.01500 0.843 0.956 4.24 0.00334 Palmetto Ave. 13317 1340.26 1345.80 103 8 1 7,313$ 0.303 0.828 4.64 0.75 13316 1334.47 4.87 0.013 0.01760 0.843 1.036 4.59 0.00334 Palmetto Ave. 13316 1334.47 1340.40 271 8 1 19,241$ 0.303 0.818 4.58 0.76 13315 1328.78 5.26 0.013 0.01720 0.843 1.024 4.54 0.00334 Palmetto Ave. 13315 1328.78 1334.30 272 8 1 0.303 0.971 5.07 0.69 13314 1322.19 4.85 0.013 0.02420 0.843 1.215 5.39 0.00334 Palmetto Ave. 13314 1322.19 1328.30 271 8 1 19,260$ 0.303 0.823 4.58 0.76 13313 1317.47 5.44 0.013 0.01740 0.843 1.030 4.57 0.00334 Palmetto Ave. 13313 1317.47 1323.80 284 8 1 20,198$ 0.303 0.823 4.58 0.76 13312 1312.52 5.66 0.013 0.01740 0.843 1.030 4.57 0.00334 Palmetto Ave.T1SR5W 5SW 25%0.052 mgd Foothill Blvd 13312 1312.52 1318.80 246 8 1 17,438$ 0.355 0.698 4.32 1.00 18222 1309.45 5.61 0.013 0.01250 0.974 0.873 3.87 0.00334 Palmetto Ave. 18222 1309.45 1315.80 301 8 1 21,365$ 0.355 0.654 4.32 1.00 18223 1306.14 5.68 0.013 0.01100 0.974 0.819 3.63 0.00334 Palmetto Ave. 18223 1306.14 1310.90 628 8 1 44,601$ 0.355 0.654 4.32 1.00 18224 1299.23 4.09 0.013 0.01100 0.974 0.819 3.63 0.00334 Palmetto Ave. 18224 1299.23 1307.30 739 8 1 52,492$ 0.355 0.706 4.32 1.00 18220 1289.77 7.40 0.013 0.01280 0.974 0.883 3.92 0.00334 Palmetto Ave. 18220 1289.60 1302.00 335 10 1 0.355 1.399 4.41 0.60 18217 1284.47 11.57 0.013 0.01530 0.974 1.751 4.97 0.00248 Palmetto Ave. 18217 1284.47 1294.50 335 10 1 0.355 1.408 4.41 0.60 18214 1279.28 9.20 0.013 0.01550 0.974 1.762 5.00 0.00248 Palmetto Ave. 18214 1279.28 1287.70 425 10 1 36,560$ 0.355 0.940 3.34 0.77 18225 1276.35 7.59 0.013 0.00690 0.974 1.176 3.34 0.00248 Palmetto Ave. 18225 1276.18 1282.20 406 12 1 0.355 1.625 3.40 0.55 18226 1273.01 5.02 0.013 0.00780 0.974 2.033 4.01 0.00194 Palmetto Ave. 18226 1273.01 1278.60 442 12 1 0.355 1.163 2.70 0.67 18227 1271.24 4.59 0.013 0.00400 0.974 1.456 2.87 0.00194 Palmetto Ave.T1SR5W 8NW 40%, 8NE 25%0.137 mgd Arrow Blvd 18227 1271.24 1277.90 224 12 1 0.492 1.539 3.57 0.68 18228 1269.67 5.66 0.013 0.00700 1.312 1.926 3.80 0.00194 Palmetto Ave. 18228 1269.67 1275.70 418 12 1 0.492 2.796 5.45 0.48 18229 1260.01 5.03 0.013 0.02310 1.312 3.499 6.89 0.00194 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Palmetto Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Palmetto Ave. 18229 1260.01 1265.15 408 12 1 0.492 3.576 6.48 0.42 18232 1244.58 4.14 0.013 0.03780 1.312 4.475 8.82 0.00194 Palmetto Ave. 18232 1244.58 1254.00 98 12 1 0.492 3.586 6.48 0.42 18230 1240.87 8.42 0.013 0.03800 1.312 4.487 8.84 0.00194 Palmetto Ave. 18230 1240.87 1248.30 306 12 1 0.492 2.377 4.91 0.52 18205 1235.76 6.43 0.013 0.01670 1.312 2.975 5.86 0.00194 Palmetto Ave. 18205 1235.76 1241.60 163 12 1 0.492 2.377 4.91 0.52 18233 1233.04 4.84 0.013 0.01670 1.312 2.975 5.86 0.00194 Palmetto Ave. 18233 1233.04 1240.30 290 12 1 0.492 1.539 3.57 0.68 18231 1231.01 6.26 0.013 0.00700 1.312 1.926 3.80 0.00194 Palmetto Ave. 18231 1231.01 1235.10 18 12 1 0.492 2.475 5.04 0.51 18193 1230.68 3.09 0.013 0.01810 1.312 3.097 6.10 0.00194 Palmetto Ave.T1SR5W 8SW 40%, 8SE 25%0.136 mgd 18193 1230.68 1230.80 40 12 1 4,040$ 0.628 0.823 3.23 1.00 17361 1230.60 -0.88 0.013 0.00200 1.638 1.029 2.03 0.00194 Merrill Ave Palmetto Avenue 17361 1230.35 1232.50 165 15 1 20,295$ 0.628 1.492 2.41 0.80 17360 1230.02 0.90 0.013 0.00200 1.638 1.866 2.35 0.00144 Merrill Ave 17360 1230.02 1233.00 165 15 1 20,295$ 0.628 1.492 2.41 0.80 17359 1229.69 1.73 0.013 0.00200 1.638 1.866 2.35 0.00144 Merrill Ave 17359 1229.69 1238.74 17 15 1 0.628 4.717 5.35 0.41 17358 1229.36 7.80 0.013 0.02000 1.638 5.902 7.44 0.00144 Merrill Ave 17358 1229.36 1234.50 16 15 1 0.628 4.717 5.35 0.41 17313 1229.03 3.89 0.013 0.02000 1.638 5.902 7.44 0.00144 Discharge to Mango Street Sewer MH 17313 Job #:86025.028 Cost of Improvements $550,201 Date:18-May-00 0.628 mgd avg 1.638 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Palmetto Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $550,201 Date:18-May-00 0 1 2 3 4 5 6 7 907090729075907890799080908190829083Baseline9085133301332913328133271332613324133231332213321133201326913319133181331713316133151331413313Foothill Blvd1822218223182241822018217182141822518226Arrow Blvd1822818229182321823018205182331823118193Merrill Ave1736017359Mango SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Poplar Avenue (North) Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Poplar Ave 0.000 mgd San Bernardino Avenue 21122 1111.60 1129.98 644 8 1 0.000 0.813 1.53 0.01 26032 1100.66 17.71 0.013 0.01700 0.001 1.018 4.51 0.00334 Poplar Ave 26032 1100.66 1116.16 483 8 1 0.000 0.624 0.54 0.02 26033 1095.83 14.83 0.013 0.01000 0.001 0.781 3.46 0.00334 Poplar Ave 26033 1095.83 1110.19 378 8 1 0.000 0.624 0.54 0.02 26034 1092.05 13.69 0.013 0.01000 0.001 0.781 3.46 0.00334 Poplar Ave 26034 1092.05 1106.76 -32 8 1 0.000 0.575 0.54 0.02 26035 1092.32 14.04 0.013 0.00850 0.001 0.720 3.19 0.00334 Poplar Ave 26035 1092.32 1105.80 381 8 1 0.000 0.575 0.54 0.02 26036 1089.08 12.81 0.013 0.00850 0.001 0.720 3.19 0.00334 Poplar Ave 26036 1089.08 1101.89 348 8 1 0.000 0.725 1.53 0.01 26037 1084.38 12.14 0.013 0.01350 0.001 0.907 4.02 0.00334 Poplar Ave 26037 1084.38 1097.32 375 8 1 0.000 0.654 0.54 0.02 26038 1080.26 12.27 0.013 0.01100 0.001 0.819 3.63 0.00334 Poplar Ave 26038 1080.26 1092.66 338 8 1 0.000 0.769 1.53 0.01 26039 1075.12 11.73 0.013 0.01520 0.001 0.963 4.27 0.00334 Poplar Ave T1SR6W 24NW 50%0.122 mgd Valley Blvd 0.730 mgd 26039 1074.04 1088.40 340 21 1 0.852 8.057 4.29 0.36 26080 1070.74 12.61 0.013 0.00970 2.160 10.083 6.49 0.00092 Poplar Ave 26080 1070.74 1082.80 502 21 1 0.852 7.847 4.29 0.36 26081 1066.12 10.31 0.013 0.00920 2.160 9.819 6.32 0.00092 Poplar Ave 26081 1066.12 1077.00 450 21 1 0.852 7.847 4.29 0.36 26082 1061.98 9.13 0.013 0.00920 2.160 9.819 6.32 0.00092 Poplar Ave 26082 1061.98 1069.00 807 21 1 0.852 7.847 4.29 0.36 26083 1054.56 5.27 0.013 0.00920 2.160 9.819 6.32 0.00092 Poplar Ave 26083 1054.56 1062.50 309 21 1 0.852 7.408 4.13 0.37 26084 1052.03 6.19 0.013 0.00820 2.160 9.270 5.97 0.00092 Poplar Ave 26084 1052.03 1058.70 473 21 1 0.852 10.760 5.26 0.31 26090 1043.85 4.92 0.013 0.01730 2.160 13.465 8.66 0.00092 Poplar Ave T1SR6W 24SE 50% 24SW 30%0.250 mgd Slover Avenue 26090 1043.85 1051.00 451 21 1 1.102 7.974 4.70 0.40 32001 1039.57 5.40 0.013 0.00950 2.730 9.978 6.42 0.00092 Poplar Ave 32001 1039.57 1045.20 379 21 1 1.102 4.700 3.19 0.54 32002 1038.32 3.88 0.013 0.00330 2.730 5.881 3.78 0.00092 Poplar Ave 32002 1038.32 1043.20 731 21 1 1.102 8.962 5.04 0.38 32003 1029.55 3.13 0.013 0.01200 2.730 11.214 7.22 0.00092 Poplar Ave 32003 1029.55 1035.90 551 21 1 1.102 9.680 5.42 0.36 32004 1021.84 4.60 0.013 0.01400 2.730 12.113 7.79 0.00092 Poplar Ave 32004 1021.84 1028.40 557 21 1 1.102 9.680 5.42 0.36 32005 1014.04 4.81 0.013 0.01400 2.730 12.113 7.79 0.00092 Poplar Ave 32005 1014.04 1019.30 500 21 1 1.102 7.974 4.70 0.40 32006 1009.29 3.51 0.013 0.00950 2.730 9.978 6.42 0.00092 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Poplar Avenue (North) Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Poplar Ave Southwest Industrial Park 10%0.453 mgd Santa Ana Avenue 32006 1009.29 1015.10 500 21 1 1.554 7.974 5.06 0.48 32007 1004.54 4.06 0.013 0.00950 3.735 9.978 6.42 0.00092 Poplar Ave 32007 1004.54 1011.00 499 21 1 1.554 8.619 5.35 0.46 32008 999.00 4.71 0.013 0.01110 3.735 10.786 6.94 0.00092 Poplar Ave 32008 999.00 1005.00 499 21 1 1.554 7.179 4.68 0.51 32009 995.16 4.25 0.013 0.00770 3.735 8.983 5.78 0.00092 Poplar Ave 32009 995.16 1000.50 500 21 1 1.554 7.974 5.06 0.48 32010 990.41 3.59 0.013 0.00950 3.735 9.978 6.42 0.00092 Poplar Ave Southwest Industrial.Park 5%0.226 mgd 32010 990.41 995.80 507 21 1 1.781 7.974 5.30 0.51 32011 985.59 3.64 0.013 0.00950 4.226 9.978 6.42 0.00092 Discharge to Jurupa Avenue 21" Sewer Job #:86025.028 Cost of Improvements $0 Date:18-May-00 1.781 mgd avg 4.226 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Poplar Avenue (North) Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $0 Date:18-May-00 0 2 4 6 8 10 12 14 16 San Bernardino Avenue26032260332603426035260362603726038Valley Sewer2608026081260822608326084Slover Avenue3200132002320033200432005Santa Ana Avenue320073200832009Jurupa SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Poplar Avenue (South) Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Poplar Ave Southridge Village 12.5%0.264 mgd 36151 1034.46 1054.20 229 8 1 0.264 0.832 4.41 0.70 36152 1030.39 19.07 0.013 0.01780 0.743 1.042 4.62 0.00334 Poplar Ave 36152 1030.39 1043.40 297 8 1 0.264 0.837 4.48 0.69 36153 1025.05 12.34 0.013 0.01800 0.743 1.047 4.64 0.00334 Poplar Ave 36153 1025.05 1029.80 373 8 1 0.264 1.095 5.37 0.59 36154 1013.56 4.08 0.013 0.03080 0.743 1.370 6.08 0.00334 Poplar Ave 36154 1013.56 1021.00 250 8 1 0.264 1.014 5.05 0.62 36155 1006.97 6.77 0.013 0.02640 0.743 1.269 5.62 0.00334 Poplar Ave 36155 1006.97 1014.20 288 8 1 0.264 0.749 4.15 0.74 36124 1002.82 6.56 0.013 0.01440 0.743 0.937 4.15 0.00334 Poplar Ave 36124 1002.82 1009.90 177 8 1 12,543$ 0.264 0.683 3.88 0.79 36156 1000.70 6.41 0.013 0.01200 0.743 0.855 3.79 0.00334 Poplar Ave & Beech 36156 1000.70 1009.00 296 8 1 0.264 0.860 4.55 0.68 36157 995.08 7.63 0.013 0.01900 0.743 1.076 4.77 0.00334 Poplar Ave & Beech 36157 995.08 1003.80 271 8 1 0.264 1.081 5.37 0.59 36158 986.94 8.05 0.013 0.03000 0.743 1.352 6.00 0.00334 Poplar Ave & Beech 36158 986.94 995.40 333 8 1 0.264 0.882 4.63 0.67 36159 980.28 7.79 0.013 0.02000 0.743 1.104 4.90 0.00334 Poplar Ave & Beech 36159 980.28 987.60 104 8 1 7,376$ 0.264 0.483 3.29 1.00 36076 979.66 6.65 0.013 0.00600 0.743 0.605 2.68 0.00334 Poplar Ave & Beech 36076 979.49 989.90 209 10 1 0.264 0.876 2.96 0.67 36160 978.24 9.58 0.013 0.00600 0.743 1.097 3.11 0.00248 Poplar Ave & Beech 36160 978.07 985.80 332 12 1 0.264 1.425 2.85 0.51 36161 976.08 6.73 0.013 0.00600 0.743 1.783 3.51 0.00194 Poplar Ave & Beech 36161 976.08 983.60 292 12 1 0.264 1.425 2.85 0.51 36023 974.33 6.52 0.013 0.00600 0.743 1.783 3.51 0.00194 Poplar Ave & Beech Southridge Village 12.5%0.264 mgd 36023 973.83 981.70 486 18 1 0.527 2.029 1.99 0.59 36162 973.15 6.37 0.013 0.00140 1.396 2.539 2.22 0.00113 Village Drive 36162 973.15 984.00 300 18 1 0.527 2.029 1.99 0.59 36163 972.73 9.35 0.013 0.00140 1.396 2.539 2.22 0.00113 Village Drive 36163 972.73 987.40 279 18 1 0.527 2.029 1.99 0.59 36164 972.34 13.17 0.013 0.00140 1.396 2.539 2.22 0.00113 Village Drive 36164 972.34 992.60 300 18 1 0.527 2.029 1.99 0.59 36165 971.92 18.76 0.013 0.00140 1.396 2.539 2.22 0.00113 Village Drive 36165 971.92 998.50 264 18 1 0.527 2.029 1.99 0.59 36166 971.55 25.08 0.013 0.00140 1.396 2.539 2.22 0.00113 Village Drive 36166 971.55 1000.90 100 18 1 0.527 2.029 1.99 0.59 32011 971.41 27.85 0.013 0.00140 1.396 2.539 2.22 0.00113 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Poplar Avenue (South) Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Poplar Ave 32011 970.16 992.16 33 1 0.527 10.217 1.76 0.26 19.25 0.013 0.00140 1.396 12.785 3.33 0.00050 Discharge to Jurupa Avenue 21" Sewer Job #:86025.028 Cost of Improvements $19,919 Date:18-May-00 0.527 mgd avg 1.396 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Poplar Avenue (South) Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $19,919 Date:18-May-00 0 2 4 6 8 10 12 14 3615136152361533615436155361243615636157361583615936076361603616136023Village Drive361633616436165Poplar AveJurupa SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources San Bernardino Ave Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Palmetto Ave.T1SR5W 17NE 50% 17NW 30%0.151 mgd 23192 1206.29 1213.70 995 10 1 0.151 0.742 2.26 0.55 23193 1202.01 6.58 0.013 0.00430 0.449 0.928 2.63 0.00248 Palmetto Ave. 23193 1202.01 1208.50 570 10 1 0.151 1.213 3.19 0.42 23194 1195.46 5.66 0.013 0.01150 0.449 1.518 4.31 0.00248 Palmetto Ave. 23194 1195.46 1202.30 582 10 1 0.151 0.800 2.36 0.53 23195 1192.55 6.01 0.013 0.00500 0.449 1.001 2.84 0.00248 Palmetto Ave. 23195 1192.55 1199.20 298 10 1 0.151 0.792 2.36 0.53 23196 1191.09 5.82 0.013 0.00490 0.449 0.991 2.81 0.00248 Palmetto Ave.Randall Avenue 23196 1191.09 1195.20 328 10 1 0.151 1.513 3.78 0.37 23197 1185.21 3.28 0.013 0.01790 0.449 1.894 5.37 0.00248 Palmetto Ave. 23197 1185.21 1191.30 393 10 1 0.151 0.884 2.54 0.50 23198 1182.81 5.26 0.013 0.00610 0.449 1.106 3.14 0.00248 Palmetto Ave. 23198 1182.81 1188.40 300 10 1 0.151 1.012 2.76 0.47 23199 1180.41 4.76 0.013 0.00800 0.449 1.266 3.59 0.00248 Palmetto Ave. 23199 1180.41 1184.84 300 10 1 0.151 1.305 3.41 0.40 23200 1176.42 3.60 0.013 0.01330 0.449 1.633 4.63 0.00248 Palmetto Ave. 23200 1176.42 1181.20 568 10 1 0.151 1.367 3.52 0.39 23201 1168.12 3.95 0.013 0.01460 0.449 1.710 4.85 0.00248 Palmetto Ave.T1SR5W 17SW 10%0.021 mgd 23201 1168.12 1176.80 929 10 1 0.172 0.869 2.60 0.54 23202 1162.64 7.85 0.013 0.00590 0.505 1.087 3.09 0.00248 Palmetto Ave. 23202 1162.64 1172.20 300 10 1 0.172 0.876 2.60 0.54 23203 1160.84 8.73 0.013 0.00600 0.505 1.097 3.11 0.00248 Palmetto Ave. 23203 1160.84 1167.20 444 10 1 0.172 1.012 2.86 0.50 23188 1157.29 5.53 0.013 0.00800 0.505 1.266 3.59 0.00248 Palmetto Ave. Tamarind Ave Sewer 2.373 mgd 23188 1156.87 1164.00 198 15 1 24,333$ 2.545 4.524 7.37 1.00 23204 1153.23 5.88 0.013 0.01840 5.849 5.661 7.14 0.00144 Palmetto Ave. 23204 1153.23 1158.60 287 15 1 35,345$ 2.545 3.111 7.37 1.00 23205 1150.73 4.12 0.013 0.00870 5.849 3.893 4.91 0.00144 San Bernardino Ave T1SR5W 17SE 35%, 17SW 30%0.133 mgd Palmetto Avenue 23205 1150.23 1154.50 207 21 1 34,237$ 2.678 5.174 4.35 0.85 22347 1149.40 2.52 0.013 0.00400 6.127 6.475 4.17 0.00092 San Bernardino Ave 22347 1149.40 1155.00 273 21 1 45,100$ 2.678 3.168 3.94 1.00 22348 1148.99 3.85 0.013 0.00150 6.127 3.965 2.55 0.00092 San Bernardino Ave 22348 1148.99 1155.00 260 21 1 42,900$ 2.678 3.168 3.94 1.00 22345 1149.39 4.26 0.013 0.00150 6.127 3.965 2.55 0.00092 San Bernardino Ave 22345 1149.39 1154.71 203 21 1 33,413$ 2.678 5.174 4.35 0.85 22349 1148.58 3.57 0.013 0.00400 6.127 6.475 4.17 0.00092 San Bernardino Ave 22349 1148.58 1154.00 253 21 1 41,800$ 2.678 3.168 3.94 1.00 22350 1148.20 3.67 0.013 0.00150 6.127 3.965 2.55 0.00092 San Bernardino Ave 22350 1148.20 1155.00 82 21 1 13,500$ 2.678 5.427 4.49 0.82 22351 1147.84 5.05 0.013 0.00440 6.127 6.791 4.37 0.00092 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources San Bernardino Ave Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min San Bernardino Ave Mango Avenue 22351 1147.84 1156.20 313 21 1 51,700$ 2.678 3.168 3.94 1.00 22354 1147.37 6.61 0.013 0.00150 6.127 3.965 2.55 0.00092 San Bernardino Ave 22354 1147.37 1157.00 360 21 1 59,400$ 2.678 3.168 3.94 1.00 22355 1146.83 7.88 0.013 0.00150 6.127 3.965 2.55 0.00092 San Bernardino Ave 22355 1146.83 1157.20 320 21 1 52,800$ 2.678 3.168 3.94 1.00 22356 1146.35 8.62 0.013 0.00150 6.127 3.965 2.55 0.00092 San Bernardino Ave 22356 1146.35 1158.30 327 21 1 53,900$ 2.678 3.168 3.94 1.00 22239 1145.86 10.20 0.013 0.00150 6.127 3.965 2.55 0.00092 San Bernardino Ave Sierra Avenue 22239 1145.86 1158.50 333 21 1 55,000$ 2.678 3.168 3.94 1.00 22222 1145.36 10.89 0.013 0.00150 6.127 3.965 2.55 0.00092 San Bernardino Ave 22222 1145.36 1157.30 333 21 1 55,000$ 2.678 3.168 3.94 1.00 22221 1144.86 10.19 0.013 0.00150 6.127 3.965 2.55 0.00092 San Bernardino Ave 22221 1144.86 1155.80 533 21 1 88,000$ 2.678 3.168 3.94 1.00 22220 1144.06 9.19 0.013 0.00150 6.127 3.965 2.55 0.00092 San Bernardino Ave 22220 1144.06 1154.30 113 21 1 18,700$ 2.678 3.168 3.94 1.00 22193 1143.89 8.49 0.013 0.00150 6.127 3.965 2.55 0.00092 San Bernardino Ave Juniper Avenue 22193 1143.89 1153.00 347 21 1 57,200$ 2.678 3.168 3.94 1.00 22500 1143.37 7.36 0.013 0.00150 6.127 3.965 2.55 0.00092 San Bernardino Ave 22500 1143.37 1157.50 333 21 1 55,000$ 2.678 3.168 3.94 1.00 22501 1142.87 12.38 0.013 0.00150 6.127 3.965 2.55 0.00092 San Bernardino Ave 22501 1142.87 1151.20 320 21 1 52,800$ 2.678 3.168 3.94 1.00 22502 1142.39 6.58 0.013 0.00150 6.127 3.965 2.55 0.00092 San Bernardino Ave 22502 1142.39 1149.90 340 21 1 56,100$ 2.678 3.168 3.94 1.00 22503 1141.88 5.76 0.013 0.00150 6.127 3.965 2.55 0.00092 Splitter Manhole Add Cypress Juniper Sewer 2.465 mgd 5.143 mgd into manhole 100%Discharge to San Bernardino Ave MH 25166 0%Discharge to Cypress Juniper Sewer MH 27160 San Bernardino Ave T1SR5W 18SE, 17SW 60%0.319 mgd 22503 1141.88 1147.83 491 21 1 0.319 6.067 2.61 0.27 22504 1139.18 4.20 0.013 0.00550 0.884 7.592 4.89 0.00092 San Bernardino Ave 22504 1139.18 1146.10 231 21 1 0.319 6.067 2.61 0.27 22505 1137.91 5.17 0.013 0.00550 0.884 7.592 4.89 0.00092 San Bernardino Ave 22505 1137.91 1145.00 300 21 1 0.319 6.067 2.61 0.27 22506 1136.26 5.34 0.013 0.00550 0.884 7.592 4.89 0.00092 San Bernardino Ave 22506 1136.26 1143.56 227 21 1 0.319 6.122 2.61 0.27 22507 1134.99 5.55 0.013 0.00560 0.884 7.661 4.93 0.00092 San Bernardino Ave T1SR5W 18SW 25%0.047 mgd Oleander Avenue 22507 1134.99 1142.89 575 21 1 0.366 6.067 2.68 0.29 22508 1131.83 6.15 0.013 0.00550 1.001 7.592 4.89 0.00092 San Bernardino Ave 22508 1131.83 1141.63 349 21 1 0.366 6.067 2.68 0.29 22509 1129.91 8.05 0.013 0.00550 1.001 7.592 4.89 0.00092 San Bernardino Ave 22509 1129.91 1140.50 424 21 1 0.366 6.067 2.68 0.29 22510 1127.58 8.84 0.013 0.00550 1.001 7.592 4.89 0.00092 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources San Bernardino Ave Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min San Bernardino Ave 22510 1127.58 1139.02 309 21 1 0.366 6.067 2.68 0.29 22016 1125.88 9.69 0.013 0.00550 1.001 7.592 4.89 0.00092 San Bernardino Ave T1SR5W 18SW 75%0.140 mgd Citrus Ave 2.303 mgd 22016 1125.88 1136.68 400 21 1 66,000$ 2.809 3.006 4.12 1.00 21085 1121.70 9.05 0.013 0.00135 6.398 3.761 2.42 0.00092 New Parallel San Bernardino Avenue Sewer San Bernardino Ave Manhole Discharge 5.143 mgd 25166 1140.20 1148.00 424 18 1 61,011$ 5.143 3.343 9.71 1.00 25165 1138.59 6.30 0.013 0.00380 11.095 4.184 3.66 0.00113 San Bernardino Ave 25165 1138.59 1146.50 421 18 1 60,600$ 5.143 3.758 9.71 1.00 25164 1136.57 6.41 0.013 0.00480 11.095 4.702 4.12 0.00113 San Bernardino Ave 25164 1136.57 1144.70 419 18 1 60,300$ 5.143 3.758 9.71 1.00 25163 1134.56 6.63 0.013 0.00480 11.095 4.702 4.12 0.00113 San Bernardino Ave 25163 1134.56 1142.90 413 18 1 59,400$ 5.143 4.602 9.71 1.00 25162 1131.59 6.84 0.013 0.00720 11.095 5.759 5.04 0.00113 San Bernardino Ave 25162 1131.59 1141.70 425 18 1 61,200$ 5.143 3.430 9.71 1.00 25161 1129.89 8.61 0.013 0.00400 11.095 4.292 3.76 0.00113 San Bernardino Ave 25161 1129.89 1140.90 390 18 1 56,123$ 5.143 3.387 9.71 1.00 25160 1128.37 9.51 0.013 0.00390 11.095 4.238 3.71 0.00113 San Bernardino Ave 25160 1127.37 1139.20 373 30 1 83,931$ 5.143 26.110 8.01 0.45 25159 1121.70 9.33 0.013 0.01520 11.095 32.672 10.30 0.00057 San Bernardino Ave San Bernardino 18"2.809 mgd 25159 1121.70 1136.50 333 30 1 75,000$ 7.951 11.599 5.20 1.00 25158 1120.70 12.30 0.013 0.00300 16.494 14.515 4.58 0.00057 San Bernardino Ave 25158 1120.70 1135.50 357 30 1 80,250$ 7.951 11.599 5.20 1.00 25157 1119.63 12.30 0.013 0.00300 16.494 14.515 4.58 0.00057 San Bernardino Ave 25157 1119.63 1134.80 357 30 1 80,250$ 7.951 11.599 5.20 1.00 25156 1118.56 12.67 0.013 0.00300 16.494 14.515 4.58 0.00057 San Bernardino Ave 25156 1118.56 1133.40 390 30 1 87,750$ 7.951 11.599 5.20 1.00 25155 1117.39 12.34 0.013 0.00300 16.494 14.515 4.58 0.00057 San Bernardino Ave 25155 1117.39 1129.60 434 30 1 97,734$ 7.951 11.980 5.20 1.00 25154 1116.00 9.71 0.013 0.00320 16.494 14.991 4.73 0.00057 San Bernardino Ave 25154 1116.00 1126.70 434 30 1 97,734$ 7.951 11.980 5.20 1.00 25153 1114.61 8.20 0.013 0.00320 16.494 14.991 4.73 0.00057 San Bernardino Ave 25153 1114.61 1125.30 334 30 1 75,234$ 7.951 11.980 5.20 1.00 25152 1113.54 8.19 0.013 0.00320 16.494 14.991 4.73 0.00057 San Bernardino Ave 25152 1113.54 1123.80 203 30 1 45,703$ 7.951 11.980 5.20 1.00 25151 1112.89 7.76 0.013 0.00320 16.494 14.991 4.73 0.00057 San Bernardino Ave T1SR6W 13NE 75%, 13SW, 13SE 0.750 mgd Poplar Avenue 25151 1112.89 1122.70 263 30 1 59,228$ 8.701 17.464 6.93 0.76 25150 1111.10 7.31 0.013 0.00680 17.904 21.853 6.89 0.00057 San Bernardino Ave 25150 1111.10 1121.70 267 30 1 60,144$ 8.701 15.271 6.30 0.84 25149 1109.71 8.10 0.013 0.00520 17.904 19.110 6.03 0.00057 San Bernardino Ave 25149 1109.71 1120.70 431 30 1 96,964$ 8.701 13.725 5.64 1.00 25148 1107.90 8.49 0.013 0.00420 17.904 17.174 5.42 0.00057 City of Fontana Sewer Model Engineering Resources Benefit Area Budget Cost San Bernardino Ave Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min San Bernardino Ave 25148 1107.90 1118.90 365 30 1 82,059$ 8.701 12.349 5.64 1.00 25147 1106.66 8.50 0.013 0.00340 17.904 15.452 4.87 0.00057 San Bernardino Ave 25147 1106.66 1117.60 109 30 1 24,513$ 8.701 29.191 9.78 0.56 25146 1104.59 8.44 0.013 0.01900 17.904 36.529 11.52 0.00057 San Bernardino Ave 25146 1104.59 1117.30 335 30 1 75,441$ 8.701 12.349 5.64 1.00 25145 1103.45 10.21 0.013 0.00340 17.904 15.452 4.87 0.00057 San Bernardino Ave 25145 1103.45 1115.50 368 30 1 82,721$ 8.701 12.349 5.64 1.00 25144 1102.20 9.55 0.013 0.00340 17.904 15.452 4.87 0.00057 San Bernardino Ave 25144 1102.20 1113.30 371 30 1 83,382$ 8.701 12.349 5.64 1.00 25143 1100.94 8.60 0.013 0.00340 17.904 15.452 4.87 0.00057 San Bernardino Ave 25143 1100.94 1111.30 321 30 1 72,132$ 8.701 12.349 5.64 1.00 25142 1099.85 7.86 0.013 0.00340 17.904 15.452 4.87 0.00057 San Bernardino Ave T1SR6W 14SE 0.192 mgd Beech Ave Sewer 1.496 mgd 25142 1099.85 1110.10 375 30 1 84,375$ 10.389 14.048 6.63 1.00 25141 1098.20 7.75 0.013 0.00440 21.039 17.579 5.54 0.00057 San Bernardino Ave 25141 1098.20 1110.50 345 30 1 77,727$ 10.389 14.048 6.63 1.00 25140 1096.68 9.80 0.013 0.00440 21.039 17.579 5.54 0.00057 San Bernardino Ave 25140 1096.68 1107.20 332 30 1 74,634$ 10.389 19.177 7.73 0.80 25139 1093.96 8.02 0.013 0.00820 21.039 23.997 7.57 0.00057 San Bernardino Ave 25139 1093.96 1104.00 304 30 1 68,418$ 10.389 20.965 8.24 0.75 25138 1090.98 7.54 0.013 0.00980 21.039 26.234 8.27 0.00057 San Bernardino Ave 25138 1090.98 1101.00 316 30 1 71,116$ 10.389 15.848 6.63 1.00 25137 1089.21 7.52 0.013 0.00560 21.039 19.831 6.25 0.00057 San Bernardino Ave 25137 1089.21 1099.20 284 30 1 63,920$ 10.389 14.048 6.63 1.00 25136 1087.96 7.49 0.013 0.00440 21.039 17.579 5.54 0.00057 San Bernardino Ave 25136 1087.96 1098.30 282 30 1 63,409$ 10.389 14.048 6.63 1.00 25135 1086.72 7.84 0.013 0.00440 21.039 17.579 5.54 0.00057 San Bernardino Ave 25135 1086.72 1097.40 282 30 1 63,409$ 10.389 14.048 6.63 1.00 25134 1085.48 8.18 0.013 0.00440 21.039 17.579 5.54 0.00057 San Bernardino Ave 25134 1085.48 1095.90 237 30 1 53,328$ 10.389 26.281 9.65 0.65 25133 1081.83 7.92 0.013 0.01540 21.039 32.886 10.37 0.00057 San Bernardino Ave 25133 1081.83 1095.10 43 30 1 9,716$ 10.389 14.048 6.63 1.00 25132 1081.64 10.77 0.013 0.00440 21.039 17.579 5.54 0.00057 San Bernardino Ave 25132 1081.64 1094.80 357 30 1 80,217$ 10.389 14.363 6.63 1.00 25131 1080.00 10.66 0.013 0.00460 21.039 17.974 5.67 0.00057 San Bernardino Ave 25131 1080.00 1092.20 346 30 1 77,772$ 10.389 14.363 6.63 1.00 25130 1078.41 9.70 0.013 0.00460 21.039 17.974 5.67 0.00057 San Bernardino Ave 25130 1078.41 1089.70 346 30 1 77,772$ 10.389 14.363 6.63 1.00 25129 1076.82 8.79 0.013 0.00460 21.039 17.974 5.67 0.00057 San Bernardino Ave 25129 1076.82 1087.30 339 30 1 76,250$ 10.389 17.970 7.40 0.84 25128 1074.38 7.98 0.013 0.00720 21.039 22.487 7.09 0.00057 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources San Bernardino Ave Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min San Bernardino Ave 25128 1074.38 1084.90 380 30 1 85,500$ 10.389 14.975 6.63 1.00 25127 1072.48 8.02 0.013 0.00500 21.039 18.739 5.91 0.00057 San Bernardino Ave 25127 1072.48 1083.00 379 30 1 85,312$ 10.389 14.672 6.63 1.00 25126 1070.66 8.02 0.013 0.00480 21.039 18.360 5.79 0.00057 San Bernardino Ave 25126 1070.66 1081.20 378 30 1 85,109$ 10.389 14.363 6.63 1.00 25125 1068.92 8.04 0.013 0.00460 21.039 17.974 5.67 0.00057 San Bernardino Ave 25125 1068.92 1079.50 65 30 1 14,674$ 10.389 14.363 6.63 1.00 25124 1068.62 8.08 0.013 0.00460 21.039 17.974 5.67 0.00057 San Bernardino Ave 25124 1068.62 1079.30 291 30 1 65,543$ 10.389 14.363 6.63 1.00 25123 1067.28 8.18 0.013 0.00460 21.039 17.974 5.67 0.00057 Splitter Manhole Add Cherry Ave Sewer 2.481 mgd 12.870 mgd into manhole 100%Discharge to San Bernardino Sewer MH 25123 0%Discharge to Cherry Ave Sewer MH 25207 San Bernardino Ave T1SR6W 15SE, 14SW 0.707 mgd Manhole Discharge 12.870 mgd 25123 1067.28 1077.90 378 30 1 85,096$ 13.577 18.704 8.46 1.00 25122 1064.33 8.12 0.013 0.00780 26.841 23.405 7.38 0.00057 San Bernardino Ave 25122 1063.83 1074.40 413 36 1 109,022$ 13.577 25.306 7.02 0.78 25121 1061.60 7.57 0.013 0.00540 26.841 31.667 6.93 0.00045 San Bernardino Ave 25121 1061.60 1072.60 436 36 1 115,200$ 13.577 16.152 5.88 1.00 25120 1060.64 8.00 0.013 0.00220 26.841 20.212 4.43 0.00045 San Bernardino Ave 25120 1060.64 1071.90 422 36 1 111,467$ 13.577 20.662 5.88 1.00 25119 1059.12 8.26 0.013 0.00360 26.841 25.856 5.66 0.00045 San Bernardino Ave 25119 1059.12 1070.20 418 36 1 110,400$ 13.577 22.843 6.48 0.85 25118 1057.28 8.08 0.013 0.00440 26.841 28.585 6.26 0.00045 San Bernardino Ave 25118 1057.28 1068.30 436 36 1 115,200$ 13.577 16.152 5.88 1.00 25117 1056.32 8.02 0.013 0.00220 26.841 20.212 4.43 0.00045 San Bernardino Ave 25117 1056.32 1067.60 243 36 1 64,020$ 13.577 21.780 6.25 0.89 25116 1055.35 8.28 0.013 0.00400 26.841 27.254 5.97 0.00045 San Bernardino Ave 25116 1055.35 1067.10 237 36 1 62,700$ 13.577 21.780 6.25 0.89 25115 1054.40 8.75 0.013 0.00400 26.841 27.254 5.97 0.00045 San Bernardino Ave T1SR6W 15SW 0.408 mgd Banana Avenue 25115 1054.40 1066.90 418 36 1 110,400$ 13.985 16.152 6.04 1.00 25114 1053.48 9.50 0.013 0.00220 27.574 20.212 4.43 0.00045 San Bernardino Ave 25114 1053.48 1066.10 700 36 1 184,800$ 13.985 21.780 6.04 1.00 25113 1050.68 9.62 0.013 0.00400 27.574 27.254 5.97 0.00045 San Bernardino Ave 25113 1050.68 1065.40 305 36 1 80,400$ 13.985 16.152 6.04 1.00 25112 1050.01 11.72 0.013 0.00220 27.574 20.212 4.43 0.00045 San Bernardino Ave 25112 1050.01 1064.10 441 36 1 116,400$ 13.985 16.152 6.04 1.00 25111 1049.04 11.09 0.013 0.00220 27.574 20.212 4.43 0.00045 San Bernardino Ave 25111 1049.04 1062.50 441 36 1 116,400$ 13.985 16.152 6.04 1.00 25110 1048.07 10.46 0.013 0.00220 27.574 20.212 4.43 0.00045 San Bernardino Ave 25110 1048.07 1060.90 373 36 1 98,400$ 13.985 16.152 6.04 1.00 25109 1047.25 9.83 0.013 0.00220 27.574 20.212 4.43 0.00045 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources San Bernardino Ave Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min San Bernardino Ave 25109 1047.25 1059.60 600 36 1 158,400$ 13.985 21.780 6.04 1.00 25108 1044.85 9.35 0.013 0.00400 27.574 27.254 5.97 0.00045 San Bernardino Ave 25108 1044.85 1059.40 441 36 1 116,400$ 13.985 16.152 6.04 1.00 25107 1043.88 11.55 0.013 0.00220 27.574 20.212 4.43 0.00045 San Bernardino Ave 25107 1043.88 1056.70 432 36 1 114,000$ 13.985 16.152 6.04 1.00 25106 1042.93 9.82 0.013 0.00220 27.574 20.212 4.43 0.00045 San Bernardino Ave 25106 1042.93 1055.10 125 36 1 33,000$ 13.985 34.437 8.78 0.65 25105 1041.68 9.17 0.013 0.01000 27.574 43.093 9.44 0.00045 San Bernardino Ave 25105 1041.68 1054.80 314 36 1 82,971$ 13.985 12.885 6.04 1.00 25104 1041.24 10.12 0.013 0.00140 27.574 16.124 3.53 0.00045 San Bernardino Ave 25104 1040.74 1054.10 464 42 1 140,214$ 13.985 19.436 4.43 1.00 25103 1040.09 9.86 0.013 0.00140 27.574 24.322 3.91 0.00037 San Bernardino Ave 25103 1040.09 1054.10 464 42 1 140,214$ 13.985 19.436 4.43 1.00 25102 1039.44 10.51 0.013 0.00140 27.574 24.322 3.91 0.00037 San Bernardino Ave 25102 1039.44 1055.60 464 42 1 140,214$ 13.985 19.436 4.43 1.00 25101 1038.79 12.66 0.013 0.00140 27.574 24.322 3.91 0.00037 San Bernardino Ave T1SR6W 16SE 0.383 mgd 25101 1038.79 1049.70 500 42 1 151,000$ 14.368 51.946 8.64 0.52 7.41 0.013 0.01000 28.259 65.003 10.46 0.00037 Discharge to Future IEUA Treatment Plant Job #:86025.028 Cost of Improvements $6,484,545 Date:18-May-00 Benefit Area Budget Cost 14.368 mgd avg 28.259 mgd pk City of Fontana Sewer Model Engineering Resources San Bernardino Ave Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $6,484,545 Date:18-May-00 0 10 20 30 40 50 60 70 23192231932319423195Randall Avenue23197231982319923200232012320223203Tamarind Sewer23204San Bernardino Ave2234722348223452234922350Mango Avenue223542235522356Sierra Avenue222222222122220Juniper Avenue225002250122502Cypress-Juniper Sewer251652516425163251622516125160San Bernardino 18"25158251572515625155251542515325152Poplar Avenue2515025149251482514725146251452514425143Beech Sewer251412514025139251382513725136251352513425133251322513125130251292512825127251262512525124Cherry Sewer25122251212512025119251182511725116Banana Avenue25114251132511225111251102510925108251072510625105251042510325102IEUA Future PlantManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Slover Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Slover Avenue T1SR5W 19SE 30%0.096 mgd Sierra Avenue S121 1077.20 1087.00 1320 8 1 93,720$ 0.096 0.312 1.70 0.72 S117 1059.11 9.14 0.013 0.00250 0.295 0.390 1.73 0.00334 Slover Avenue Juniper Avenue S120 1073.90 1082.00 1320 8 1 93,720$ 0.096 0.216 1.31 1.00 S119 1072.31 7.44 0.013 0.00120 0.295 0.270 1.20 0.00334 Slover Avenue Cypress Avenue S119 1072.31 1081.00 1320 8 1 93,720$ 0.096 0.441 2.13 0.59 S116 1045.12 8.02 0.013 0.00500 0.295 0.552 2.45 0.00334 Slover Avenue Oleander Avenue S118 1065.71 1076.00 1320 8 1 93,720$ 0.096 0.441 2.13 0.59 S115 1044.58 9.62 0.013 0.00500 0.295 0.552 2.45 0.00334 Slover Avenue T1SR5W 19SW 30%0.119 mgd Citrus Avenue S117 1059.11 1064.50 1320 8 1 93,720$ 0.214 0.454 2.73 1.00 S116 1045.12 4.72 0.013 0.00530 0.615 0.568 2.52 0.00334 Slover Avenue Catawba Avenue S117 1052.12 1059.00 1320 8 1 93,720$ 0.214 0.454 2.73 1.00 S115 1044.58 6.22 0.013 0.00530 0.615 0.568 2.52 0.00334 Slover Avenue T1SR6W 24SE 50%0.128 mgd Poplar Avenue S116 1045.12 1049.12 110 8 1 7,810$ 0.342 0.395 4.17 1.00 S115 1044.58 3.33 0.013 0.00400 0.941 0.494 2.19 0.00334 Slover Avenue S115 1044.58 1048.90 312 8 1 22,187$ 0.342 0.395 4.17 1.00 S114 1043.23 3.65 0.013 0.00400 0.941 0.494 2.19 0.00334 Slover Avenue S114 1043.23 1048.10 160 8 1 11,360$ 0.342 0.395 4.17 1.00 S113 1042.49 4.20 0.013 0.00400 0.941 0.494 2.19 0.00334 Slover Avenue S113 1042.49 1047.70 100 8 1 7,097$ 0.342 1.669 7.74 0.53 S112 1035.23 4.54 0.013 0.07160 0.941 2.089 9.26 0.00334 Slover Avenue S112 1034.90 1047.30 283 12 1 28,617$ 0.342 1.008 2.41 0.72 S111 1033.95 11.40 0.013 0.00300 0.941 1.261 0.00194 Slover Avenue S111 1033.95 1046.40 283 12 1 28,617$ 0.342 1.008 2.41 0.72 S110 1033.00 11.45 0.013 0.00300 0.941 1.261 2.48 0.00194 Slover Avenue Elm Avenue S110 1033.00 1045.50 296 12 1 29,926$ 0.342 1.352 2.96 0.60 S109 1031.30 11.50 0.013 0.00540 0.941 1.692 3.33 0.00194 Slover Avenue S109 1031.30 1043.30 302 12 1 30,474$ 0.342 1.981 3.91 0.48 S108 1027.70 11.00 0.013 0.01160 0.941 2.479 4.89 0.00194 Slover Avenue Sultana Avenue S108 1027.70 1040.80 353 12 1 35,687$ 0.342 1.008 2.41 0.72 S107 1026.54 12.10 0.013 0.00300 0.941 1.261 2.48 0.00194 Slover Avenue Fremontia Avenue S107 1026.54 1039.90 367 12 1 37,033$ 0.342 1.008 2.41 0.72 S106 1025.34 12.36 0.013 0.00300 0.941 1.261 2.48 0.00194 Slover Avenue SW Industrial Park 5% T1SR6W 24SW 40%0.390 mgd Beech Avenue S106 1025.34 1039.10 287 12 1 28,953$ 0.731 1.008 3.70 1.00 S105 1024.38 12.76 0.013 0.00300 1.880 1.261 2.48 0.00194 Slover Avenue S105 1024.38 1037.50 328 12 1 33,106$ 0.731 1.104 3.70 1.00 S104 1023.10 12.12 0.013 0.00360 1.880 1.381 2.72 0.00194 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Slover Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Slover Avenue S104 1023.10 1035.40 293 12 1 29,641$ 0.731 1.764 4.43 0.78 S103 1020.30 11.30 0.013 0.00920 1.880 2.208 4.35 0.00194 Slover Avenue S103 1020.30 1032.40 370 12 1 37,382$ 0.731 1.716 4.32 0.80 S102 1016.98 11.10 0.013 0.00870 1.880 2.147 4.23 0.00194 Slover Avenue Hemlock Avenue S102 1016.98 1029.40 660 12 1 66,660$ 0.731 5.284 9.59 0.41 S101 1014.90 11.42 0.013 0.08250 1.880 6.612 13.03 0.00194 Slover Avenue S101 1014.90 1029.60 660 12 1 66,660$ 0.731 3.023 6.42 0.56 S99 997.58 13.70 0.013 0.02700 1.880 3.782 7.45 0.00194 Slover Avenue T1SR6W 23SE 40%0.102 mgd Live Oak Avenue S99 997.08 1025.00 1320 18 1 190,080$ 0.833 4.166 3.71 0.50 S98 989.29 26.42 0.013 0.00590 2.118 5.213 4.57 0.00113 Cherry Avenue Redwood Avenue S98 989.29 1012.00 1320 18 1 190,080$ 0.833 4.166 3.71 0.50 S97 981.50 21.21 0.013 0.00590 2.118 5.213 4.57 0.00113 Cherry Avenue SW Industrial Park 5% T1SR6W 23SW 70% 23SE 30%0.226 mgd Slover Avenue S97 981.50 993.00 1000 18 1 144,000$ 1.060 1.955 2.31 1.00 S96 980.20 10.00 0.013 0.00130 2.635 2.447 2.14 0.00113 Cherry Avenue Aliso Drive S96 980.20 990.00 1200 18 1 172,800$ 1.060 1.955 2.31 1.00 S95 975.75 8.30 0.013 0.00130 2.635 2.447 2.14 0.00113 Cherry Avenue S95 978.64 977.00 440 21 1 72,600$ 1.060 1.636 1.70 1.00 S94 #VALUE!-3.39 0.013 0.00040 2.635 2.047 1.32 0.00092 Cherry Avenue T1SR6W 26NW, 27NE 60%, 27SE 50%0.240 mgd Santa Ana Avenue S94 978.47 975.00 1200 21 1 198,000$ 1.300 3.749 2.87 0.67 S93 -1.75 -5.22 0.013 0.00210 3.173 4.691 3.02 0.00092 Cherry Avenue S93 975.95 953.00 900 21 1 148,500$ 1.300 1.829 2.04 1.00 S92 -1.75 -24.70 0.013 0.00050 3.173 2.289 1.47 0.00092 Cherry Avenue S92 975.50 937.00 540 21 1 89,100$ 1.300 3.566 2.73 0.70 35566 923.18 -40.25 0.013 0.00190 3.173 4.462 2.87 0.00092 Discharge to Jurupa Avenue 42" Sewer MH 35566 Job #:86025.028 Cost of Improvements $2,268,689 Date:18-May-00 1.300 mgd avg 3.173 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Slover Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $2,268,689 Date:18-May-00 0 1 2 3 4 5 6 7 Sierra AvenueJuniper AvenueCypress AvenueOleander AvenueCitrus AvenueCatawba AvenuePoplar AvenueS115S114S113S112S111Elm AvenueS109Sultana AvenueFremontia AvenueBeech AvenueS105S104S103Hemlock AvenueS101Live Oak AvenueRedwood AvenueCherry AvenueAliso DriveS95Santa Ana AvenueS93Jurupa SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Tamarind Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Tamarind Avenue T1SR5W 5NE 15%0.029 mgd Baseline Avenue 13222 1400.98 1409.57 68 8 1 0.029 0.846 2.41 0.24 13223 1399.73 7.92 0.013 0.01840 0.100 1.059 4.70 0.00334 Tamarind Avenue 13223 1399.73 1407.78 352 8 1 0.029 0.846 2.41 0.24 13224 1393.26 7.38 0.013 0.01840 0.100 1.059 4.70 0.00334 Tamarind Avenue 13224 1393.26 1401.31 32 8 1 0.029 0.846 2.41 0.24 13225 1392.67 7.38 0.013 0.01840 0.100 1.059 4.70 0.00334 Tamarind Avenue 13225 1392.67 1400.92 310 8 1 0.029 0.846 2.41 0.24 13226 1386.96 7.58 0.013 0.01840 0.100 1.059 4.70 0.00334 Tamarind Avenue 13226 1386.96 1445.80 421 8 1 0.029 0.837 2.41 0.24 13176 1379.39 58.17 0.013 0.01800 0.100 1.047 4.64 0.00334 Tamarind Avenue 13176 1379.39 1385.52 228 8 1 0.029 0.579 1.85 0.29 13172 1377.43 5.46 0.013 0.00860 0.100 0.724 3.21 0.00334 Tamarind Avenue 13172 1377.43 1385.02 303 8 1 0.029 0.395 1.42 0.35 13173 1376.22 6.92 0.013 0.00400 0.100 0.494 2.19 0.00334 Tamarind Avenue 13173 1376.22 1383.95 120 8 1 0.029 0.395 1.42 0.35 13216 1375.74 7.06 0.013 0.00400 0.100 0.494 2.19 0.00334 Tamarind Avenue 13216 1375.74 1382.95 198 8 1 0.029 0.873 2.56 0.23 13217 1371.85 6.54 0.013 0.01960 0.100 1.093 4.85 0.00334 Tamarind Avenue 13217 1371.85 1415.37 362 8 1 0.029 0.395 1.42 0.35 13219 1370.40 42.85 0.013 0.00400 0.100 0.494 2.19 0.00334 Tamarind Avenue 13219 1370.40 1377.25 268 8 1 0.029 0.395 1.42 0.35 13220 1369.33 6.18 0.013 0.00400 0.100 0.494 2.19 0.00334 Tamarind Avenue 13220 1369.33 1376.70 292 8 1 0.029 0.395 1.42 0.35 13221 1368.16 6.70 0.013 0.00400 0.100 0.494 2.19 0.00334 Tamarind Avenue 13221 1368.16 1375.97 316 8 1 0.029 0.789 2.27 0.25 13229 1363.11 7.14 0.013 0.01600 0.100 0.988 4.38 0.00334 Tamarind Avenue 13229 1363.11 1370.25 104 8 1 0.029 0.789 2.27 0.25 13230 1361.45 6.47 0.013 0.01600 0.100 0.988 4.38 0.00334 Tamarind Avenue T1SR5W 5NE 45%0.087 mgd 13230 1361.45 1368.93 415 8 1 0.117 0.711 3.13 0.50 13212 1356.06 6.81 0.013 0.01300 0.354 0.890 3.95 0.00334 Tamarind Avenue Miller Avenue 13212 1356.06 1361.40 282 8 1 0.117 0.749 3.31 0.48 13231 1352.00 4.67 0.013 0.01440 0.354 0.937 4.15 0.00334 Tamarind Avenue 13231 1352.00 1357.00 250 8 1 0.117 0.837 3.59 0.45 13233 1347.50 4.33 0.013 0.01800 0.354 1.047 4.64 0.00334 Tamarind Avenue 13233 1347.50 1352.60 48 8 1 0.117 0.967 3.94 0.42 13271 1346.36 4.43 0.013 0.02400 0.354 1.210 5.36 0.00334 Tamarind Avenue 13271 1346.36 1348.70 277 8 1 0.117 0.967 3.94 0.42 13276 1339.70 1.67 0.013 0.02400 0.354 1.210 5.36 0.00334 Tamarind Avenue 13276 1339.70 1357.10 165 8 1 0.117 0.624 2.91 0.53 13277 1338.05 16.73 0.013 0.01000 0.354 0.781 3.46 0.00334 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Tamarind Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Tamarind Avenue 13277 1338.05 1344.50 165 8 1 0.117 0.660 2.98 0.52 13284 1336.20 5.78 0.013 0.01120 0.354 0.826 3.66 0.00334 Tamarind Avenue 13284 1336.20 1341.30 520 8 1 0.117 0.624 2.91 0.53 13290 1331.00 4.43 0.013 0.01000 0.354 0.781 3.46 0.00334 Tamarind Avenue 13290 1331.00 1336.00 334 8 1 0.117 0.830 3.59 0.45 13291 1327.25 4.33 0.013 0.01770 0.354 1.039 4.61 0.00334 Tamarind Avenue 13291 1327.25 1332.60 375 8 1 0.117 0.830 3.59 0.45 13296 1324.08 4.68 0.013 0.01770 0.354 1.039 4.61 0.00334 Tamarind Avenue 13296 1324.08 1331.00 103 8 1 0.117 0.695 3.13 0.50 13302 1318.26 6.25 0.013 0.01240 0.354 0.869 3.85 0.00334 Tamarind Avenue 13302 1318.26 1325.80 271 8 1 0.117 0.711 3.13 0.50 13303 1314.81 6.87 0.013 0.01300 0.354 0.890 3.95 0.00334 Tamarind Avenue 13303 1314.81 1321.50 300 8 1 0.117 0.764 3.31 0.48 13308 1310.31 6.02 0.013 0.01500 0.354 0.956 4.24 0.00334 Tamarind Avenue T1SR5W 5SE 70%0.135 mgd Foothill Blvd 13308 1310.31 1317.40 361 8 1 25,664$ 0.251 0.611 3.52 0.84 18124 1306.84 6.42 0.013 0.00960 0.712 0.765 3.39 0.00334 Tamarind Avenue 18124 1306.84 1312.90 484 8 1 34,364$ 0.251 0.624 3.56 0.83 18125 1302.00 5.39 0.013 0.01000 0.712 0.781 3.46 0.00334 Tamarind Avenue 18125 1302.00 1308.90 614 8 1 43,563$ 0.251 0.678 3.82 0.77 18126 1294.76 6.23 0.013 0.01180 0.712 0.848 3.76 0.00334 Tamarind Avenue 18126 1294.76 1303.30 451 8 1 32,043$ 0.251 0.544 3.16 1.00 18127 1291.33 7.87 0.013 0.00760 0.712 0.681 3.02 0.00334 Tamarind Avenue 18127 1291.33 1297.50 192 8 1 0.251 0.946 4.76 0.63 18128 1286.92 5.50 0.013 0.02300 0.712 1.184 5.25 0.00334 Tamarind Avenue 18128 1286.92 1293.94 163 8 1 0.251 0.946 4.76 0.63 18129 1283.17 6.35 0.013 0.02300 0.712 1.184 5.25 0.00334 Tamarind Avenue 18129 1283.00 1290.60 374 10 1 0.251 1.012 3.22 0.60 18130 1280.01 6.77 0.013 0.00800 0.712 1.266 3.59 0.00248 Tamarind Avenue 18130 1280.01 1285.70 380 10 1 0.251 1.422 4.04 0.50 18131 1274.01 4.86 0.013 0.01580 0.712 1.779 5.05 0.00248 Tamarind Avenue 18131 1274.01 1379.20 350 10 1 0.251 1.435 4.14 0.49 18132 1268.37 104.36 0.013 0.01610 0.712 1.796 5.10 0.00248 Tamarind Avenue 18132 1268.37 1274.20 104 10 1 0.251 1.530 4.26 0.48 18134 1266.46 5.00 0.013 0.01830 0.712 1.915 5.43 0.00248 Tamarind Avenue T1SR5W 8NE 50%0.104 mgd Arrow Blvd 18134 1266.46 1273.50 403 10 1 0.355 1.314 4.24 0.62 18135 1261.02 6.21 0.013 0.01350 0.975 1.645 4.67 0.00248 Tamarind Avenue 18135 1261.02 1265.50 300 10 1 0.355 1.730 5.13 0.53 18136 1254.00 3.65 0.013 0.02340 0.975 2.165 6.15 0.00248 Tamarind Avenue 18136 1254.00 1260.90 300 10 1 0.355 1.390 4.41 0.60 18137 1249.47 6.07 0.013 0.01510 0.975 1.739 4.94 0.00248 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Tamarind Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Tamarind Avenue 18137 1249.47 1255.85 305 10 1 0.355 1.186 3.95 0.66 18138 1246.11 5.55 0.013 0.01100 0.975 1.485 4.21 0.00248 Tamarind Avenue 18138 1246.11 1251.80 329 10 1 0.355 1.234 4.02 0.65 18139 1242.20 4.86 0.013 0.01190 0.975 1.544 4.38 0.00248 Tamarind Avenue 18139 1242.03 1247.10 343 12 1 0.355 2.995 5.32 0.39 18140 1232.94 4.07 0.013 0.02650 0.975 3.747 7.38 0.00194 Tamarind Avenue 18140 1232.94 1241.70 153 12 1 0.355 1.867 3.74 0.51 18141 1231.36 7.76 0.013 0.01030 0.975 2.336 4.60 0.00194 Tamarind Avenue 18141 1231.36 1238.10 178 12 1 0.355 1.867 3.74 0.51 18142 1229.53 5.74 0.013 0.01030 0.975 2.336 4.60 0.00194 Tamarind Avenue 18142 1229.53 1235.90 511 12 1 0.355 1.867 3.74 0.51 18143 1224.27 5.37 0.013 0.01030 0.975 2.336 4.60 0.00194 Tamarind Avenue T1SR5W 8SE 50%0.099 mgd Merrill Avenue 18143 1224.27 1230.70 489 12 1 0.454 1.539 3.50 0.65 23131 1220.85 5.43 0.013 0.00700 1.220 1.926 3.80 0.00194 Tamarind Avenue 23131 1220.85 1226.80 306 12 1 0.454 2.334 4.68 0.51 23132 1215.93 4.95 0.013 0.01610 1.220 2.921 5.76 0.00194 Tamarind Avenue 23132 1215.93 1223.80 444 12 1 0.454 1.840 4.00 0.58 23155 1211.49 6.87 0.013 0.01000 1.220 2.302 4.54 0.00194 Tamarind Avenue 23155 1211.49 1217.80 370 12 1 0.454 2.691 5.20 0.47 23156 1203.57 5.31 0.013 0.02140 1.220 3.367 6.64 0.00194 Tamarind Avenue 23156 1203.57 1211.50 370 12 1 0.454 1.539 3.50 0.65 23157 1200.98 6.93 0.013 0.00700 1.220 1.926 3.80 0.00194 Tamarind Avenue 23157 1200.98 1205.90 370 12 1 0.454 2.440 4.80 0.50 23143 1194.47 3.92 0.013 0.01760 1.220 3.054 6.02 0.00194 Tamarind Avenue 23143 1194.47 1200.60 505 12 1 0.454 1.716 3.76 0.61 23161 1190.08 5.13 0.013 0.00870 1.220 2.147 4.23 0.00194 Tamarind Avenue 23161 1190.08 1197.80 612 12 1 0.454 1.614 3.62 0.63 23162 1185.37 6.72 0.013 0.00770 1.220 2.020 3.98 0.00194 Tamarind Avenue 23162 1185.37 1194.90 250 12 1 0.454 1.539 3.50 0.65 23146 1183.62 8.53 0.013 0.00700 1.220 1.926 3.80 0.00194 Tamarind Avenue T1SR5W 17NE 25%0.047 mgd Randall Avenue 23146 1183.62 1190.40 325 12 1 0.502 1.656 3.83 0.65 23171 1180.99 5.78 0.013 0.00810 1.335 2.072 4.08 0.00194 Tamarind Avenue 23171 1180.99 1186.20 325 12 1 0.502 2.697 5.40 0.49 23172 1174.00 4.21 0.013 0.02150 1.335 3.375 6.65 0.00194 Tamarind Avenue 23172 1174.00 1181.30 168 12 1 0.502 1.614 3.76 0.66 23173 1172.71 6.30 0.013 0.00770 1.335 2.020 3.98 0.00194 Tamarind Avenue 23173 1172.71 1178.40 157 12 1 0.502 1.614 3.76 0.66 23174 1171.50 4.69 0.013 0.00770 1.335 2.020 3.98 0.00194 Tamarind Avenue 23174 1171.50 1177.00 199 12 1 0.502 2.040 4.38 0.58 23177 1169.05 4.50 0.013 0.01230 1.335 2.553 5.03 0.00194 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Tamarind Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Tamarind Avenue 23177 1168.80 1174.15 385 15 1 0.502 3.699 4.36 0.41 23111 1164.06 4.10 0.013 0.01230 1.335 4.629 5.84 0.00144 Tamarind Avenue Alder Ave Sewer 1.831 mgd 23111 1164.06 1172.70 1337 15 1 164,410$ 2.333 1.827 6.81 1.00 23180 1160.05 7.39 0.013 0.00300 5.404 2.286 2.88 0.00144 Tamarind Avenue 23180 1160.05 1169.90 260 15 1 31,980$ 2.333 1.827 6.81 1.00 23181 1159.27 8.60 0.013 0.00300 5.404 2.286 2.88 0.00144 Tamarind Avenue 23181 1159.27 1166.00 213 15 1 26,240$ 2.333 1.827 6.81 1.00 23182 1158.63 5.48 0.013 0.00300 5.404 2.286 2.88 0.00144 Grevillea Avenue Tamarind Avenue 23182 1158.63 1162.60 337 15 1 41,410$ 2.333 1.827 6.81 1.00 23185 1157.62 2.72 0.013 0.00300 5.404 2.286 2.88 0.00144 Grevillea Avenue 23185 1157.62 1163.80 330 15 1 40,590$ 2.333 1.827 6.81 1.00 23186 1156.63 4.93 0.013 0.00300 5.404 2.286 2.88 0.00144 Grevillea Avenue T1SR5W 17SE 20%0.040 mgd 23186 1156.63 1164.50 330 15 1 40,590$ 2.373 1.827 6.92 1.00 23187 1155.64 6.62 0.013 0.00300 5.488 2.286 2.88 0.00144 Grevillea Avenue 23187 1155.64 1164.50 303 15 1 37,273$ 2.373 1.916 6.92 1.00 23188 1154.64 7.61 0.013 0.00330 5.488 2.398 3.02 0.00144 Discharge to Palmetto San Bernardino Ave Sewer MH 23188 Job #:86025.028 Cost of Improvements $518,126 Date:18-May-00 2.373 mgd avg 5.488 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Tamarind Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $518,126 Date:18-May-00 0 1 2 3 4 5 6 Baseline Avenue1322313224132251322613176131721317313216132171321913220132211322913230Miller Avenue1323113233132711327613277132841329013291132961330213303Foothill Blvd181241812518126181271812818129181301813118132Arrow Blvd1813518136181371813818139181401814118142Merrill Avenue2313123132231552315623157231432316123162Randall Avenue2317123172231732317423177Alder Sewer2318023181Grevillea Avenue2318523186San BernardinoManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Valley Blvd East Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Prop San Bernardino AveT1SR5W 16 SW 70%0.132 mgd 27700 1125.86 1132.95 360 12 1 36,320$ 0.132 2.909 3.78 0.26 27600 1116.87 6.09 0.013 0.02500 0.397 3.640 7.17 0.00194 Prop Alder Ave San Bernardino Avenue 27600 1116.87 1123.40 368 12 1 37,168$ 0.132 0.920 1.74 0.46 27500 1115.95 5.53 0.013 0.00250 0.397 1.151 2.27 0.00194 Prop Marigold Ave Alder Avenue 27500 1115.95 1124.40 388 12 1 39,188$ 0.132 0.920 1.74 0.46 27400 1114.98 7.45 0.013 0.00250 0.397 1.151 2.27 0.00194 Prop Palmetto Ave Marigold Avenue 27400 1114.98 1125.00 400 12 1 40,400$ 0.132 0.982 1.84 0.44 27016 1125.86 9.02 0.013 0.00285 0.397 1.229 2.42 0.00194 Valley Blvd T1SR5W 20NE, 20SE 50%0.349 mgd Palmetto Avenue 27016 1125.86 1132.95 360 8 1 0.349 0.987 5.44 0.73 27151 1116.87 6.42 0.013 0.02500 0.960 1.234 5.47 0.00334 Valley Blvd 27151 1116.87 1123.40 368 8 1 26,128$ 0.349 0.312 4.25 1.00 27152 1115.95 5.86 0.013 0.00250 0.960 0.390 1.73 0.00334 Valley Blvd 27152 1115.95 1124.40 388 8 1 27,548$ 0.349 0.312 4.25 1.00 27153 1114.98 7.78 0.013 0.00250 0.960 0.390 1.73 0.00334 Valley Blvd 27153 1114.98 1125.00 173 8 1 12,290$ 0.349 0.333 4.25 1.00 27066 1114.49 9.35 0.013 0.00285 0.960 0.417 1.85 0.00334 Valley Blvd Mango Avenue 27066 1114.32 1122.30 368 10 1 31,648$ 0.349 0.566 2.72 1.00 27067 1113.40 7.15 0.013 0.00250 0.960 0.708 2.01 0.00248 Valley Blvd 27067 1113.40 1122.40 354 10 1 30,477$ 0.349 0.604 2.72 1.00 27068 1112.39 8.17 0.013 0.00285 0.960 0.756 2.14 0.00248 Valley Blvd 27068 1112.39 1122.39 262 10 1 22,524$ 0.349 0.733 2.72 1.00 27069 1111.29 9.17 0.013 0.00420 0.960 0.917 2.60 0.00248 Valley Blvd 27069 1111.29 1122.00 181 10 1 15,562$ 0.349 0.669 2.72 1.00 27070 1110.66 9.88 0.013 0.00350 0.960 0.837 2.38 0.00248 Valley Blvd T1SR5W 20NW 0.339 mgd Sierra Avenue 27070 1110.49 1122.00 441 12 1 44,532$ 0.688 0.863 3.50 1.00 27071 1109.52 10.51 0.013 0.00220 1.778 1.080 2.13 0.00194 Valley Blvd 27071 1109.52 1121.50 332 12 1 33,514$ 0.688 0.863 3.50 1.00 27072 1108.79 10.98 0.013 0.00220 1.778 1.080 2.13 0.00194 Valley Blvd 27072 1108.79 1121.50 332 12 1 33,514$ 0.688 0.863 3.50 1.00 27073 1108.06 11.71 0.013 0.00220 1.778 1.080 2.13 0.00194 Valley Blvd 27073 1108.06 1119.00 323 12 1 32,595$ 0.688 0.863 3.50 1.00 27074 1107.35 9.94 0.013 0.00220 1.778 1.080 2.13 0.00194 Valley Blvd Juniper Avenue 27074 1107.35 1118.00 373 12 1 37,645$ 0.688 0.863 3.50 1.00 27075 1106.53 9.65 0.013 0.00220 1.778 1.080 2.13 0.00194 Valley Blvd 27075 1106.53 1116.80 295 12 1 29,841$ 0.688 0.863 3.50 1.00 27076 1105.88 9.27 0.013 0.00220 1.778 1.080 2.13 0.00194 Valley Blvd 27076 1105.88 1116.60 327 12 1 33,055$ 0.688 0.863 3.50 1.00 27077 1105.16 9.72 0.013 0.00220 1.778 1.080 2.13 0.00194 Valley Blvd 27077 1105.16 115.80 332 12 1 33,514$ 0.688 0.863 3.50 1.00 27065 1104.43 -990.36 0.013 0.00220 1.778 1.080 2.13 0.00194 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Valley Blvd East Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Diversion Manhole Cypress Sewer is below Valley Blvd Sewer 0.688 mgd into manhole 0%Discharge to Valley Blvd Sewer MH 27065 100%Discharge to Cypress Ave Sewer MH 27168 Valley Blvd T1SR5W 19NE 0.240 mgd Manhole Discharge 0.000 mgd 27065 1104.43 1115.30 375 12 1 0.240 0.901 2.02 0.63 27078 1103.53 9.87 0.013 0.00240 0.682 1.128 2.22 0.00194 Valley Blvd 27078 1103.53 1113.40 329 12 1 0.240 0.901 2.02 0.63 27079 1102.74 8.87 0.013 0.00240 0.682 1.128 2.22 0.00194 Valley Blvd 27079 1102.74 1111.80 329 12 1 0.240 0.901 2.02 0.63 27080 1101.95 8.06 0.013 0.00240 0.682 1.128 2.22 0.00194 Valley Blvd 27080 1101.95 1110.00 337 12 1 0.240 0.901 2.02 0.63 27081 1101.14 7.05 0.013 0.00240 0.682 1.128 2.22 0.00194 Valley Blvd Oleander Avenue 27081 1101.14 1108.40 400 12 1 0.240 1.041 2.23 0.58 27082 1099.86 6.26 0.013 0.00320 0.682 1.302 2.57 0.00194 Valley Blvd 27082 1099.86 1107.80 381 12 1 0.240 1.041 2.23 0.58 27083 1098.64 6.94 0.013 0.00320 0.682 1.302 2.57 0.00194 Valley Blvd 27083 1098.64 1105.00 353 12 1 0.240 1.041 2.23 0.58 27084 1097.51 5.36 0.013 0.00320 0.682 1.302 2.57 0.00194 Valley Blvd 27084 1097.51 1102.80 360 12 1 0.240 1.234 2.55 0.52 27006 1095.89 4.29 0.013 0.00450 0.682 1.544 3.04 0.00194 Valley Blvd T1SR5W 19NW, T1SR6W 24NE, Fontana Auto Mall 0.490 mgd Citrus Avenue 27006 1095.14 1101.00 471 21 1 0.730 6.122 3.46 0.38 26076 1092.50 4.11 0.013 0.00560 1.876 7.661 4.93 0.00092 Valley Blvd 26076 1092.50 1098.90 400 21 1 0.730 7.542 4.03 0.34 26075 1089.10 4.65 0.013 0.00850 1.876 9.438 6.07 0.00092 Valley Blvd 26075 1089.10 1097.00 471 21 1 0.730 7.542 4.03 0.34 26068 1085.10 6.15 0.013 0.00850 1.876 9.438 6.07 0.00092 Valley Blvd 26068 1085.10 1095.30 479 21 1 0.730 7.542 4.03 0.34 26073 1081.03 8.45 0.013 0.00850 1.876 9.438 6.07 0.00092 Valley Blvd 26073 1081.03 1090.30 451 21 1 0.730 7.542 4.03 0.34 26072 1077.20 7.52 0.013 0.00850 1.876 9.438 6.07 0.00092 Valley Blvd 26072 1077.20 1088.80 360 21 1 0.730 7.542 4.03 0.34 26039 1074.14 9.85 0.013 0.00850 1.876 9.438 6.07 0.00092 Discharge to Poplar Avenue Sewer MH 26039 Job #:86025.028 Cost of Improvements $597,462 Date:18-May-00 0.730 mgd avg 1.876 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Valley Blvd East Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $597,462 Date:18-May-00 0 1 2 3 4 5 6 7 8 9 10 27700Alder AvenueMarigold AvenuePalmetto AvenueValley Blvd271512715227153Mango Avenue270672706827069Sierra Avenue270712707227073Juniper Avenue270752707627077Cypress Sewer270782707927080Oleander Avenue270822708327084Oleander Avenue26076260752606826073Poplar SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Walnut Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Cypress Ave 0.000 mgd 9176 1495.33 1503.90 127 8 1 0.000 0.876 1.53 0.01 9177 1492.83 7.90 0.013 0.01970 0.001 1.096 4.86 0.00334 Cypress Ave 9177 1492.83 1500.73 441 8 1 0.000 1.035 1.53 0.01 9178 1480.69 7.23 0.013 0.02750 0.001 1.295 5.74 0.00334 Cypress Ave 9178 1480.69 1488.64 400 8 1 0.000 0.942 1.53 0.01 9179 1471.57 7.28 0.013 0.02280 0.001 1.179 5.23 0.00334 Cypress Ave 9179 1471.57 1479.42 401 8 1 0.000 0.919 1.53 0.01 9180 1462.87 7.18 0.013 0.02170 0.001 1.150 5.10 0.00334 Cypress Ave 9180 1462.87 1470.82 404 8 1 0.000 0.950 1.53 0.01 9181 1453.50 7.28 0.013 0.02320 0.001 1.189 5.27 0.00334 Walnut Street T1NR5W 31NE 50%, 31NW 25%0.159 mgd Cypress Avenue 9181 1453.50 1462.00 394 8 1 27,994$ 0.159 0.452 2.51 0.77 9182 1451.43 7.83 0.013 0.00525 0.468 0.566 2.51 0.00334 Walnut Street 9182 1451.43 1460.66 389 8 1 27,589$ 0.159 0.452 2.51 0.77 9183 1449.39 8.56 0.013 0.00525 0.468 0.566 2.51 0.00334 Walnut Street 9183 1449.39 1459.16 390 8 1 27,724$ 0.159 0.452 2.51 0.77 9184 1447.34 9.10 0.013 0.00525 0.468 0.566 2.51 0.00334 Walnut Street 9184 1447.34 1457.75 225 8 1 15,975$ 0.159 0.395 2.29 0.85 9190 1446.44 9.74 0.013 0.00400 0.468 0.494 2.19 0.00334 Discharge to Oleander Drive Sewer Job #:86025.028 Cost of Improvements $99,282 Date:18-May-00 Benefit Area Budget Cost 0.159 mgd avg 0.468 mgd pk City of Fontana Sewer Model Engineering Resources Walnut Avenue Sewer DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $99,282 Date:18-May-00 0 0 0 1 1 1 1 1 91769177917891799180Walnut Street91829183Oleander SewerManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Rialto Service Area North DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Slover Ave T1SR5W 20SE 50%, Empire Center 20%, 20SW 50%0.240 mgd 33050 1077.65 1087.44 240 10 1 0.240 0.800 2.67 0.68 33051 1076.45 8.96 0.013 0.00500 0.683 1.001 2.84 0.00248 Slover Ave 33051 1076.45 1089.42 464 10 1 0.240 0.800 2.67 0.68 33052 1074.13 12.14 0.013 0.00500 0.683 1.001 2.84 0.00248 Slover Ave 33052 1074.13 1091.07 440 10 1 0.240 0.800 2.67 0.68 33053 1071.93 16.11 0.013 0.00500 0.683 1.001 2.84 0.00248 Slover Ave 33053 1071.93 1092.98 1004 10 1 0.240 0.800 2.67 0.68 33054 1066.91 20.22 0.013 0.00500 0.683 1.001 2.84 0.00248 Slover Ave 33054 1066.91 1092.16 411 12 1 0.240 1.582 3.00 0.46 33055 1063.87 24.25 0.013 0.00740 0.683 1.980 3.90 0.00194 Slover Ave 33055 1063.87 1082.34 304 12 1 0.240 1.528 2.91 0.47 33056 1061.77 17.47 0.013 0.00690 0.683 1.912 3.77 0.00194 Slover Ave 33056 1061.77 1075.78 318 12 1 0.240 1.840 3.38 0.42 33057 1058.59 13.01 0.013 0.01000 0.683 2.302 4.54 0.00194 Slover Ave 33057 1058.59 1073.16 317 12 1 0.240 1.840 3.38 0.42 33058 1055.42 13.57 0.013 0.01000 0.683 2.302 4.54 0.00194 Santa Ana Ave Empire Center 25%0.109 mgd Slover Avenue 33058 1055.42 1069.58 320 12 1 0.350 1.840 3.69 0.51 33059 1052.22 13.16 0.013 0.01000 0.960 2.302 4.54 0.00194 Santa Ana Ave 33059 1052.22 1067.44 230 12 1 0.350 1.840 3.69 0.51 33060 1049.92 14.22 0.013 0.01000 0.960 2.302 4.54 0.00194 Santa Ana Ave 33060 1049.92 1065.44 284 12 1 0.350 2.137 4.10 0.47 33061 1046.09 14.52 0.013 0.01350 0.960 2.675 5.27 0.00194 Santa Ana Ave 33061 1046.09 1063.70 237 18 1 0.350 3.209 2.50 0.37 33062 1045.26 16.11 0.013 0.00350 0.960 4.015 3.52 0.00113 Santa Ana Ave 33062 1045.26 1065.00 400 18 1 0.350 1.955 1.73 0.49 33063 1044.74 18.24 0.013 0.00130 0.960 2.447 2.14 0.00113 Santa Ana Ave T1SR5W 29SW 50%, 29NW, Empire Center 40%0.248 mgd 33063 1044.74 1066.80 337 18 1 0.597 2.657 2.48 0.54 33064 1043.93 20.56 0.013 0.00240 1.564 3.325 2.91 0.00113 Santa Ana Ave T1SR5W 29NE 0.122 mgd 33064 1043.93 1065.78 396 18 1 0.719 2.657 2.59 0.60 33065 1042.98 20.35 0.013 0.00240 1.852 3.325 2.91 0.00113 Santa Ana Ave 33065 1042.98 1064.62 525 21 1 0.719 2.834 1.98 0.58 33066 1042.35 19.89 0.013 0.00120 1.852 3.546 2.28 0.00092 Santa Ana Ave 33066 1042.35 1066.51 800 21 1 0.719 2.834 1.98 0.58 28022 1041.39 22.41 0.013 0.00120 1.852 3.546 2.28 0.00092 Santa Ana Ave Rialto S (Tamarind)0.548 mgd 28022 1041.39 1060.00 1650 21 1 272,250$ 1.267 2.834 2.32 0.80 33067 1039.41 16.86 0.013 0.00120 3.101 3.546 2.28 0.00092 Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Rialto Service Area North DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Santa Ana Ave 33067 1039.41 1060.41 817 21 1 134,750$ 1.267 2.834 2.32 0.80 33068 1038.43 19.25 0.013 0.00120 3.101 3.546 2.28 0.00092 Santa Ana Ave 33068 1038.43 1058.43 808 21 1 133,375$ 1.267 2.834 2.32 0.80 33069 1037.46 18.25 0.013 0.00120 3.101 3.546 2.28 0.00092 Santa Ana Ave 33069 1037.46 1057.46 808 21 1 133,375$ 1.267 2.834 2.32 0.80 33070 1036.49 18.25 0.013 0.00120 3.101 3.546 2.28 0.00092 Discharge to City of Rialto Job #:86025.028 Cost of Improvements $133,375 Date:18-May-00 1.267 mgd avg 3.101 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Rialto Service Area North DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $133,375 Date:18-May-00 0 1 1 2 2 3 3 4 4 5 3305033051330523305333054330553305633057Santa Ana Ave3305933060330613306233063330643306533066Tamarind Force Main3306733068RialtoManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Rialto Service Area South DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Via Larga South Park 50%0.034 mgd 33007 1055.75 1066.70 18 12 1 0.034 3.774 3.83 0.11 33008 1054.98 9.95 0.013 0.04210 0.116 4.723 9.31 0.00194 Via Larga 33008 1054.98 1066.55 305 12 1 0.034 1.163 1.41 0.22 33009 1053.76 10.57 0.013 0.00400 0.116 1.456 2.87 0.00194 Via Larga 33009 1053.76 1064.80 280 12 1 0.034 2.601 3.00 0.13 33010 1048.15 10.04 0.013 0.02000 0.116 3.255 6.42 0.00194 Via Larga 33010 1048.15 1059.89 360 12 1 0.034 1.163 1.41 0.22 33011 1046.71 10.74 0.013 0.00400 0.116 1.456 2.87 0.00194 Via Larga 33011 1046.71 1059.00 2070 12 1 0.034 1.163 1.41 0.22 33012 1038.43 11.29 0.013 0.00400 0.116 1.456 2.87 0.00194 Jurupa Ave T1SR5W 29SW 50%, Empire Center 15%0.126 mgd Via Larga 33012 1038.18 1054.72 340 15 1 0.160 1.827 1.91 0.35 33021 1037.16 15.29 0.013 0.00300 0.472 2.286 2.88 0.00144 Jurupa Ave 33021 1037.16 1054.81 410 15 1 0.160 1.827 1.91 0.35 33022 1035.93 16.40 0.013 0.00300 0.472 2.286 2.88 0.00144 Jurupa Ave 33022 1035.93 1052.64 413 15 1 0.160 1.827 1.91 0.35 33023 1034.69 15.46 0.013 0.00300 0.472 2.286 2.88 0.00144 Jurupa Ave 33023 1034.69 1050.47 420 15 1 0.160 1.827 1.91 0.35 33024 1033.43 14.53 0.013 0.00300 0.472 2.286 2.88 0.00144 Jurupa Ave 33024 1033.43 1049.60 257 15 1 0.160 1.827 1.91 0.35 33025 1032.66 14.92 0.013 0.00300 0.472 2.286 2.88 0.00144 Jurupa Ave 33025 1032.66 105.87 277 15 1 0.160 1.827 1.91 0.35 33026 1031.83 -928.04 0.013 0.00300 0.472 2.286 2.88 0.00144 Jurupa Ave 33026 1031.83 1052.95 433 15 1 0.160 1.827 1.91 0.35 33027 1030.53 19.87 0.013 0.00300 0.472 2.286 2.88 0.00144 Jurupa Ave 33027 1030.53 1054.20 433 15 1 0.160 1.827 1.91 0.35 33028 1029.23 22.42 0.013 0.00300 0.472 2.286 2.88 0.00144 Jurupa Ave South Park 50% T1SR5W 32NE 50%, 33NW 50%, 33SW0.202 mgd Volante Drive 33028 1029.23 1055.44 433 15 1 0.362 1.827 2.38 0.52 33029 1027.93 24.96 0.013 0.00300 0.991 2.286 2.88 0.00144 Jurupa Ave 33029 1027.93 1056.68 433 15 1 0.362 1.827 2.38 0.52 33030 1026.63 27.50 0.013 0.00300 0.991 2.286 2.88 0.00144 Jurupa Ave T1SR5W 32NE 50%0.007 mgd 33030 1026.63 1057.92 637 15 1 0.369 1.827 2.42 0.52 33031 1024.72 30.04 0.013 0.00300 1.009 2.286 2.88 0.00144 Tamarind Ave.Jurupa Avenue 33031 1024.72 1045.70 158 15 1 0.369 1.634 2.20 0.56 33032 1024.34 19.73 0.013 0.00240 1.009 2.045 2.58 0.00144 Tamarind Ave.Pump Station 33032 1024.59 1044.00 400 12 1 0.369 1.104 2.62 0.71 28017 1040.96 18.41 0.013 0.00360 1.009 1.381 2.72 0.00194 Tamarind Ave. 28017 1040.96 1044.00 400 12 1 0.369 1.104 2.62 0.71 28018 1043.10 2.04 0.013 0.00360 1.009 1.381 2.72 0.00194 Benefit Area Budget Cost Tamarind Ave. 28018 1043.10 1047.42 400 12 1 0.369 1.104 2.62 0.71 28019 1044.54 3.32 0.013 0.00360 1.009 1.381 2.72 0.00194 Tamarind Ave. 28019 1044.54 1050.74 400 12 1 0.369 2.153 4.19 0.48 28020 1050.03 5.20 0.013 0.01370 1.009 2.694 5.31 0.00194 City of Fontana Sewer Model Engineering Resources Rialto Service Area South DESIGN GUIDE - Sewer Capacity Analysis Name:SANITARY SEWAGE SYSTEMS Flows for Year:2030 Sewer Hydraulics Manning n:0.013 v.min (fps)2.00 Allowable D/d =0.75 Up MH Upst Invert Upst Rim Length Diameter Q.avg mgd Q.all mgd V.pk D/d.pk Dn MH Dnst Invert Upst Cover Manning n Slope Q.pk mgd Q.full mgd V.full s.min Tamarind Ave. 28020 1050.03 1056.33 400 12 1 0.369 1.326 2.99 0.63 28021 1052.53 5.30 0.013 0.00520 1.009 1.660 3.27 0.00194 Tamarind Ave.T1SR5W 29SE, 33NE, 33NW 50%0.179 mgd 28021 1052.53 1058.61 400 12 1 40,400$ 0.548 0.882 2.85 1.00 28022 1053.61 5.08 0.013 0.00230 1.446 1.104 2.18 0.00194 Discharge to Rialto North (Santa Ana Ave) Job #:86025.028 Cost of Improvements $40,400 Date:18-May-00 0.548 mgd avg 1.446 mgd pk Benefit Area Budget Cost City of Fontana Sewer Model Engineering Resources Rialto Service Area South DESIGN GUIDE - Sewer Capacity Analysis Job #:86025.028 DIRECTION OF FLOW Cost of Improvements $40,400 Date:18-May-00 0 1 1 2 2 3 3 4 4 5 5 3300733008330093301033011Jurupa Ave33021330223302333024330253302633027Volante Drive3302933030Tamarind Ave.Pump Station28017280182801928020Santa Ana AvenueManholeFlow (million gallons per day)Q full (mgd)Q peak (mgd) City of Fontana Sewer Model Engineering Resources Flow Generation Standards SEWER MASTER PLAN TABLE 5.2 Land Use Development (GAL/DAY) Type Description Per Net Acre Per Dwelling unit Equivalen t DU Per Acre Flow Per Acre (Net Acres) Flow Per Acre (Gross Acres) R-E Residential Estates 279 1 279 237 R-L Low Density Residential 279 3 837 711 R-IE Industrial Estates 279 3 837 711 R-PC Residential Planned Community 279 5 1395 1186 R-SF Single Family Residential 279 5 1395 1186 R-ML Medium-Low Density Residential 279 5 1395 1186 R-M Medium Density Residential 279 7 1953 1660 R-MH Medium High Density Residential 279 9 2511 2134 C-O Office Professional 1500 5.38 1500 1275 C-C Community Commercial 1500 5.38 1500 1275 C-G General Commercial 1500 5.38 1500 1275 C-R Regional Commercial 1500 5.38 1500 1275 CMU Community Mixed Use 1500 5.38 1500 1275 RMU Regional Mixed Use 1500 5.38 1500 1275 I-P Planned Industrial 3000 10.75 3000 2550 I-G General Industrial 3000 10.75 3000 2550 I-SP Industrial Specific Plan 3000 10.75 3000 2550 P-UC Utility Corridor 0 0 0 0 P-R Recreational 200 0.72 200 170 P-S School 2400 8.60 2400 2040 P-PF Public Facility 1500 5.38 1500 1275 P-I Institutional 4500 16.13 4500 3825 OS-N Natural Area 0 0 0 0 OS-R Resource Area 0 0 0 0 Job #:86025.03 Date:18-May-00