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Home My WebLink AboutDrainage Reports - 03/15/1996Carroll & Lange Professional Engineers & Land Surveyors Mr. Basil Hamdan City of Fort Collins Utility Services-Stormwater 235 Mathews Street Fort Collins, CO 80522 Re: Woodlands Family Apartments . Drainage Report SWMM Addendum Dear BasiL• Final R prayed Repoli Dale W- fbCgr\ January 22,1996 PROPERTY OF JN:1477 FORT COUMS UTILITIES Please find enclosed copies of the SWMM output for the Mail Creek basin wide study. The purpose of this study is to demonstrate the influence on the entire Marl Creek Basin by decreasing the release rate of Pond 107. Runs for both the unmodified and modified Pond 107 are included. The Woodlands site is modeled i as subcatchment 70, which is routed through conveyance 254 to Pond 107. Pond 107 is the pond on the Woodlands site, and whose outlet structure is to be modified by this proposal. The original data file provided by Andrea Faucett modeled subcatchment 70 in the developed condition, assuming 45 percent , imperviousness. The peak flow calculated by the SWMM model for conveyance 254 is 72 cfs, which exceeds the peak flows developed by the rational analysis (+/_ 51 cfs). For this reason, no adjustment was made to the SWMM runoffparameters for subcatchment 70. A Diskette containing both the input and output files for these two runs is also enclosed. If you have any. questions, or require further information, do not hesitate to call. _ Sincerely: Step je oject E Carroll & Lange, Inc. 165 South Union Blvd., Suite 156 Lakewood, Colorado 80228 303/980-0200 303/980-0917 FAX 1 ENVIRONMENTAL PROTECTION AGENCY -STORM WATER MANAGEMENT MODEL -VERSION PC.1 DEVELOPED BY METCALF+EDDY, INC. LI)ZuklIatjk)rrYs)9are) 8I WATER RESOURCES ENGAIEERS, INC. (SEPTEMBER 1970) UPDATED BY UNIVERSITY OF FLORIDA (JUNE 1973) HYDROLOGIC ENGINEERING CENTER, CORPS OF ENGINEERS MISSOURI RIVER DIVISION, CORPS OF ENGINEERS (SEPTEMBER 1974) BOYLE ENGINEERING CORPORATION (MARCH 1985, JULY.1985) OTAPE OR DISK ASSIGNMENTS J1N(I) J1N(2) JIN(3) J1N(4) JIN(5) JIN(6) JIN(7) J1N(8) JIN(9) JIN(10) 2 1 0 0 0 0 0 0 0 0 JOUT(1) JOUT(2) JOUT(3) JOUT(4) JOUT(5) JOUT(6) JOUT(7) JOUT(8) JOUT(9) JOUT(10) 1 2 0 0 0 0 0 0 0 0 NSCRAT(1) NSCRAT(2) NSCRAT(3) NSCRAT(4) NSCRAT(5) 3 4 0 0 0 1 WATERSHED PROGRAM CALLED *H ENTRY MADE TO RUNOFF MODEL sss MAIL CREEK BASIN, DEVELOPED CONDITIONS 1995 100-YEAR STORM (FILE: 43401193.dat) REVISION OF SWMM TO INCLUDE COVENTRY AND WESTBURY SUBDIVISION-03/24/95 ONUMBER OF TIME STEPS 390 OINTEGRATION TIME INTERVAL (MINUTFS) 2.00 10.0 PERCENT OF IMPERVIOUS AREA HAS ZERO DETENTION DEPTH OFOR 25 RAINFALL STEPS, THE TIME INTERVAL IS 5.00 MINUTES OFOR RAINGAGE NUMBER 1 RAINFALL HISTORY IN INCHES PER HOUR .60 .96 1.44 1.68 3.00 5.40 9.00 3.72 2.16 1.56 1.20 .84 .60 .48 .36 .36 .24 .24 .24 .24 .24 .24 .12 .12 .00 1 MAIL CREEK BASIN, DEVELOPED CONDITIONS 1995 100-YEAR STORM (FILE: 434011s3.dat) REVISION OF SWMM TO INCLUDE COVENTRY AND WESTBURY SUBDIVISION-03/24/95 Roos SUBAREA GUTTER WIDTH AREA PERCENT SLOPE RESISTANCE FACTOR SURFACE STORAGE(IN) INFILTRATION RATE(IN/HR) GAGE NUMBER OR MANHOLE (IM (AC) IMPF-RV. (Fr/FT) IMPERV. PERV. IMPERV. PERV. MAXIMUM MINIMUM DECAY RATE NO -2 0 0. .0 .0 .0300 .016 .250 .100 .300 .51 .50 .00180 51 10 2800. 97.7 30.0 .0400 .016 .250 .100 .300 .51 .50 .00180 1 52 11 3100. 35.1 35.0 .0640 .016 .250 .100 .300 .51 .50 .00180 1 53 211 1400. 34.4 35.0 .0320 .016 .250 .100 .300 .51 .50 .00180 1 54 14 2200. 12.5 90.0 .0480 .016 .250 .100 .300 .51 .50 .00180 1 55 261 900. 11.5 90.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 56 262 5000. 99.5 90.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 57 290 2200. 75.8 75.0 .0088 .016 .250 .100 .300 .51 .50 .00180 1 58 16 412. 14.2 30.0 .0150 .016 .250 .100 .300 .51 .50 .00180 1 59 16 1260. 9.6 45.0 .0134 ..016 .250 .100 .300 .51 .50 .00180 1 159 33 1000. 6.1 45.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 60 35 2830. 59.0 45.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 61 42 1250. 16.3 45.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 62 38 3000. 47.9 50.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 162 362 2200. 24.7 45.0 .0150 .016 .250 .100 .300 .51 .50 .00180 1 63 33 950. 16.2 65.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 165 365 4600. 27.0 45.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 166 366 4300. 26.7 45.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 167 367 4400. 21.5 45.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 168 368 2800. 13.0 45.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 170 370 3000. 30.8 45.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 171 371 1600. 23.2 45.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 172 372 2000. 3.1 45.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 173 373 4600. 39.2 45.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 164 364 2600. 32.9 45.0 .0100 :016 .230 .100 .300 .51 .50 .00180 1 65 210 4420. 20.3 50.0 .0640 .016 .250 .100 .300 .51 .50 .00180 1 67 36 2700. 34.7 45.0 .0098 .016 .250 .100 .300 .51 .50 .00180 1 68 32 5200. 50.7 45.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 69 318 3600. 6.6 45.0 .0110 .016 .250 .100 .300 .51 .50 .00180 1 70 254 3000. 16.7 45.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 71 18 1400. 9.7 65.0 .0143 .016 .250 .100 .300 .51 .50 .00180 1 72 39 2900. 47.5 21.4 .0320 .016 .250 .100 .300 .51 .50 .00180 1 73 29 690. 11.9 50.0 .0235 .016 .250 .100 .300 .51 .50 .00180 1 74 27 322. 3.7 45.0 .0104 .016 .250 .100 .300 .51 .50 .00180 1 75 25 13413. 67.7 50.0 .0134 .016 .250 .100 .300 .51 .50 .00180 1 175 24 7175. 28.0 39.0 .0150 .016 .250 .100 .300 .51 .50 .00180 1 76 221 1600. 39.7 65.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 176 37 5314. 14.6 45.0 .0190 .016 .250 .100 .300 .51 .50 .00180 1 77 44 2909. 16.7 32.0 .0120 .016 .250 .100 .300 .51 .50 .00180 1 177 46 1100. 11.5 41.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 78 49 6000. 58.8 37.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 178 48 3340. 11.5 14.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 79 23 11879. 38.2 24.0 .0190 .016 .250 .100 .300 .51 .50 .00180 1 179 280 1400. 25.5 67.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 80 31 8455. 21.4 56.0 .0320 .016 .250 .100 .300 .51 .50 .00180 1 186 26 5417. 13.7 28.9 .0320 .016 .250 .100 .300 .51 .50 .06180 1 81 204 1000. 24.4 45.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 181 203 900. 16.2 45.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 182 206 1200. 17.8 45.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 82 201 2200. 32.8 66.0 .0091 .016 .250 .100 .300 .51 .50 .00180 1 83 247 9757. 33.6 35.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 84 45 2800. 22.2 75.0 .0072 .016 .250 .100 .300 .51 .50 .00180 1 85 185 900. 16.1 45.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 86 34 11832. 29.9 42.0 .0320 .016 .250 .100 .300 .51 .50 .00190 1 87 287 1256. 30.2 25.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 88 28 600. 7.4 40.0 .0150 .016 .7.50 .100 .300 .51 .50 .00180 1 180 278 1595. 29.8 40.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 89 379 322. 3.7 50.0 .0130 .016 .250 .100 .300 .51 .50 .00180 1 1 9 566. 1.3 41.2 .0200 .016 .250 .100 .300 .51 .50 .00180 1 2 6 4628. 12.7 30.7 .0200 .016 .250 .100 .300 .51 .50 .00180 1 3 6 4219. 10.2 45.8 .0200 .016 .250 .100 .300 .51 .50 .00180 1 4 6 3065. 7.6 46.4 .0200 .016 .250 .100 .300 .51 .50 .00180 1 350 353 3326. 8.4 49.2 .0200 .016 .250 .100 .300 .51 .50 .00180 1 351 330 2613. 3.0 44.6 .0200 .016 .250 .100 .300 .51 .50 .00180 1 352 332 5082. 14.0 46.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 90 288 716. 7.9 25.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 380 384 1125. 3.1 44.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 OTOTAL NUMBER OF SUBCATCHME NTS, 66 OTOTAL TRIBUTARY AREA (ACRES), 1659.30 1 MAIL CREEK BASIN, DEVELOPED CONDITIONS 1993 100-YEAR STORM (FEE: 434011s3.det) REVISION OF SWMM TO INCLUDE COVENTRY AND WESTBURY SUBDIVISION-03/24/95 *** CONTINUITY CHECK FOR SUBCAT'CHMEMT ROUTING IN UDSWM2-PC MODEL *** WATERSHED AREA (ACRES) 1659.300 TOTAL RAINFALL (INCHES) 2,864 TOTAL INFILTRATION (INCHES) .551 TOTAL WATERSHED OUTFLOW (INCHES) 2.202 TOTAL SURFACE STORAGE AT END OF STOOM (INCHES) .110 ERROR IN CONTINUITY, PERCENTAGE OF RAINFALL .007 1 MAIL CREEK BASIN, DEVELOPED CONDITIONS 1995 100-YEAR STORM (FILE: 43401193.det) REVISION OF SWMM TO INCLUDE COVENTRY AND WESTBURY SUBDIVISION-03/24/95 WIDTH INVERT SIDE SLOPES OVERBANK/SURCHARGE GUTTER GUTTER NDP NP OR DIAM LENGTH SLOPE HORIZ TO VERT MANNING DEPTH JK NUMBER CONNECTION (Fl) (FT) (FT/FT) L R N (FI) 10 1 0 1 CHANNEL 10.0 3400. .0110 4.0 4.0 .044 12.00 0 9 16 0 1 CHANNEL 12.0 80. .0500 1.0 28.0 .027 2.00 0 6 5 0 1 CHANNEL 8.0 820. .0200 4.0 4.0 .045 8.00 0 7 353 0 1 CHANNEL 28.0 1200. .0200 1.0 1.0 .045 10.00 0 353 356 7 2 PIPE .1 1. .0010 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 .0 .2 4.5 .8 7.8 1.8 9.7 3.0 11.4 3.7 12.1 356 30 0 1 CHANNEL 2.0 20. .0200 4.0 4.0 .045 10.00 0 5 16 9 2 PIPE .1 1. .0010 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .2 .7 .8 1.5 1.4 2.0 2.1 2.4 2.8 2.7 3.2 2.9 3.6 21.6 4.5 99.7 11 10 0 1 CHANNEL, 10.0 1900. .0130 2.5 2.5 .047 16.00 0 12 210 0 1 CHANNEL 10.0 400. .0110 2.0 2.0 .068 12.00 0 13 12 0 1 CHANNEL 8.0 150. .0110 .0 .0 .013 8.00 0 14 13 0 1 CHANNEL 8.0 900. .0159 .0 .0 .013 6.00 0 15 14 6 2 PIPE .1 1. .0050 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 3.0 .1 103.6 .4 233.4 1.1 460.4 1.6 643.8 16 15 0 1 CHANNEL 10.0 1650. .0050 4.0 4.0 .033 5.00 0 17 16 0 1 CHANNEL 2.0 500. .0050 4.0 4.0 .035 5.00 0 18 17 0 1 CHANNEL 2.0 1400. .0140 4.0 4.0 .035 5.00 0 19 107 0 1 CHANNEL 4.0 700. .0110 4.0 4.0 .035 6.00 0 20 320 0 3 .0 1. .0010 .0 .0 .001 10.00 0 21 20 0 1 CHANNEL 2.0 1500. .0050 4.0 4.0 .035 5.00 0 22 21 10 2 PIPE .1 1. .0050 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .2 3.5 1.1 8.9 3.1 12.0 6.6 14.0 11.3 17.5 17.3 20.0 23.9 21.0 31.1 22.8 38.7 66.0 23 230 0 1 CHANNEL 12.0 1300. .0056 4.0 4.0 .030 5.00 0 230 24 9 2 PIPE .1 1. .0050 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 1.4 .6 9.4 2.2 17.3 3.3 26.7 4.5 142.9 5.2 236.6 5.8 347.5 6.5 475.1 24 222 0 5 PIPE 2.0 1600. .0040 .0 .0 .013 2.00 0 OVERFLOW 1.0 1600. .0040 20.0 20.0 .060 5.00 25 222 0 1 CHANNEL 2.0 2000. .0050 4.0 4.0 .035 5.00 0 26 23 0 1 CHANNEL 1.0 1320. .0200 10.0 5.0 .060 5.00 0 273 19 3 2 PIPE .1 1. .0050 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .4 1.5 .7 3.1 27 273 0 1 CHANNEL 10.0 500. .0120 1.0 10.0 .035 5.00 0 287 382 0 1 CHANNEL 2.0 1430. .0160 1.0 10.0 .035 5.00 0 382 383 4 2 PIPE 1 1. .0050 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE -FEAT VS SPILLWAY OUTFLOW .0 .0 1.1 1.0 2.5 2.0 4.5 3.0 384 381 0 1 CHANNEL 2.0 500. .0160 1.0 10.0 .035 5.00 0 381 383 3 2 PIPE .1 1. .0050 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .3 .3 .6 .7 383 330 0 1 CHANNEL 2.0 300. .0160 1.010.0 .035 5.00 0 28 29 0 1 CHANNEL 10.0 1100. .0200 10.0 10.0 .035 5.00 0 333 357 3 2 PIPE 1 1. .0050 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .4 1.5 .7 3.3 379 333 0 1 CHANNEL 10.0 335. .0050 1.0 50.0 .035 5.00 0 29 354 0 1 CHANNEL 10.0 900. .0200 10.0 10.0 .035 5.00 0 354 355 3 2 PIPE .1 1. .0050 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 2.2 4.1 4.4 8.3 355 30 0 3 .0 1. .0010 .0 .0 .001 10.00 0 289 287 3 2 PIPE .1 1. .0050 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE -FIST VS SPILLWAY OUTFLOW .0 .0 .7 2.3 1.3 4.6 357 30 0 1 CHANNEL 2.0 580. .0200 4.0 4.0 .045 10.00 0 330 7 0 1 CHANNEL 28.0 520. .0200 10.0 10.0 .016 10.00 0 332 7 0 1 CHANNEL 28.0 750. .0200 10.0 10.0 .016 10.00 0 30 39 0 3 .0 1. .0010 .0 .0 .001 10.00 0 39 17 0 1 CHANNEL 2.0 2400. .0110 4.0 4.0 .035 5.00 0 31 23 0 5 PIPE 3.5 750. .0130 .0 .0 .013 3.50 0 OVERFLOW 70.0 750. .0130 20.0 20.0 .016 10.00 32 105 0 4 CHANNEL .5 2600. .0070 12.0 12.0 .016 .50 0 OVERFLOW 10.0 2600. .0070 20.0 20.0 .020 10.00 33 14 8 2 PIPE .1 280. .0030 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE FEET VS SPILLWAY OUTFLOW .0 .0 .1 14.0 .6 30.0 1.7 57.0 2.6 93.0 3.7 127.0 5.3 155.0 26.7 204.0 34 23 0 5 PIPE 1.8 950. .0051 .0 .0 .013 1.75 0 OVERFLOW 70.0 950. .0051 20.0 20.0 .016 10.00 35 102 0 4 CHANNEL .5 1370. .0164 12.0 12.0 .016 .50 0 OVERFLOW 10.0 1370. .0164 20.0 20.0 .020 10.00 36 321 0 4 CHANNEL .5 1500. .0070 12.0 12.0 .016 .50 0 OVERFLOW 10.0 1500. .0070 20.0 20.0 .020 10.00 37 24 0 4 CHANNEL .5 850. .0149 50.0 50.0 .016 .50 0 OVERFLOW 50.0 850. .0149 20.0 20.0 .016 10.00 38 245 0 1 CHANNEL. 4.0 1200. .0100 4.0 4.0 .035 5.00 0 40 375 0 4 CHANNEL .5 900. .0110 12.0 12.0 .016 .50 0 OVERFLOW 10.0 900. .0110 20.0 20.0 .020 5.00 42 102 0 5 PIPE 2.0 1190. .0150 .0 .0 .013 2.00 0 OVERFLOW 1.0 1180. .0150 20.0 20.0 .016 5.00 43 42 8 2 PIPE .1 1. .0050 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .6 3.0 1.2 10.0 2.9 18.0 6.2 24.0 10.6 27.0 22.6 33.0 26.2 36.0 45 247 0 1 CHANNEL 2.0 1250. .0050 4.0 4.0 .035 5.00 0 46 247 0 1 CHANNEL 2.0 1550. .0050 4.0 4.0 .035 5.00 0 44 47 0 1 CHANNEL 4.0 1100. .0100 4.0 4.0 .016 5.00 0 47 48 0 3 .0 1. .0010 .0 .0 .001 10.00 0 48 50 0 1 CHANNEL 8.0 900. .0050 4.0 4.0 .035 5.00 0 50 278 0 2 PIPE 7.0 150. .0050 .0 .0 .013 7.00 0 49 48 0 1 CHANNEL 4.0 2600. .0050 4.0 4.0 .035 5.00 0 261 13 0 5 LSE 3.5 900. .0030 .0 .0 .013 3.50 0 OVERFLOW 36.0 900. .0030 20.0 20.0 .020 10.00 262 261 0 5 PIPE 3.0 3400. .0025 .0 .0 .013 3.00 0 OVERFLOW 36.0 3400. .007.5 20.0 20.0 .020 10.00 100 11 12 1 CHANNEL 19.5 50. .0050 .0 .0 .013 .50 0 RESERVOIR STORAGE IN ACRE FELT VS SPILLWAY OUTFLOW .0 .0 3.9 51.0 5.9 96.0 7.6 140.0 11.0 260.0 12.7 300.0 14.5 340.0 110 390.0 20.0 490.0 22.6 740.0 25.0 1070.0 27.5 1626.0 101 211 7 1 CHANNEL 35.0 3. .0001 .0 .0 .013 .50 0 211 102 103 104 105 107 185 210 222 243 244 245 200 202 201 203 204 205 206 207 208 221 247 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .7 13.2 1.4 74.9 2.1 141.1 2.8 288.9 4.3 831.5 5.9 1742.9 100 0 3 .0 1. .0010 .0 .0 .001 10.00 0 33 9 2 PIPE .1 1. .1000 .0 .0 .024 .10 0 RESERVOIR STORAGE IN ACRE -FEEL' VS SPILLWAY OUTFLOW .0 .0 .4 3.8 1.4 10.5 4.4 16.0 7.7 20.0 11.1 24.0 13.3 25.0 15.9 36.1 19.7 1910.0 33 7 2 PIPE .1 1. .1000 .0 .0 .024 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 1.1 4.2 1.8 9.3 3.5 14.0 5.2 16.0 6.2 41.0 7.3 590.0 38 9 2 PIPE .1 10. .1000 .0 .0 .100 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .8 6.0 2.6 10.5 5.2 13.5 8.7 16.0 10.8 16.5 12.8 17.0 15.3 18.0 19.3 45.0 319 5 2 PIPE .1 50. .0100 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 1.5 2.8 3.9 4.5 6.7 6.1 9.9 196.9 318 8 2 PIPE .1 1. .1000 .0 .0 .020 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 8.0 .1 19.0 .3 35.0 .7 50.0 1.1 62.0 1.5 72.0 2.0 110.8 22 0 1 CHANNEL 2.0 850. .0100 4.0 4.0 .035 5.00 101 0 3 .0 S. .0010 .0 .0 .001 10.00 0 22 0 3 .0 5.. .0010 .0 .0 .001 10.00 0 43 0 3 .0 5. .0010 .0 .0 .001 10.00 0 104 0 3 .0 5. .0010 .0 .0 .001 10.00 0 103 0 3 .0 5. .0010 .0 .0 .001 10.00 0 47 0 2 PIPE 4.5 2500. .0099 .0 .0 .013 4.50 0 208 0 1 CHANNEL 2.0 1170. .0100 4.0 4.0 .060 200 0 1 CHANNEL 2.0 1400. .0050 4.0 4.0 .060 207 0 1 CHANNEL 2.0 900. .0180 4.0 4.0 .060 209 0 1 CHANNEL 2.0 970. .0050 4.0 4.0 .035 204 6 2 PIPE .0 100. .0800 .0 .0 .024 .00 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .3 .0 .7 2.9 1.1 7.7 1.5 10.0 1.9 100.0 205 0 1 CHANNEL 2.0 1200. .0200 4.0 4.0 .060 202 4 2 PIPE .0 50. .0100 .0 .0 .024 .00 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .9 .0 1.3 4.0 1.7 100.0 200 0 3 .0 5. .0010 .0 .0 .001 10.00 20 0 1 CHANNEL 2.0 1600. .0100 4.0 4.0 .035 366 13 2 PIPE .0 193. .0026 .0 .0 .013 .00 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 12 .0 3.6 2.5 6.4 9.4 9.7 14.3 13.4 19.8 17.5 22.3 - 21.8 25.1 26.4 27.4 31.3 30.0 36.5 32.7 42.1 48.2 36.3 2.00 0 5.00 0 2.00 0 3.00 0 0 2.00 0 0 0 5.00 0 0 34.0 234 107 0 4 CHANNEL .5 1100. .0040 12.0 12.0 .016 .50 OVERFLOW 10.0 1100. .0040 20.0 20.0 .020 10.00 270 272 0 4 CHANNEL 10.0 1000. .0001 2.0 2.0 .035 5.00 OVERFLOW 10.0 1000. .0001 2.0 2.0 .035 100.00 271 272 8 3 .0 1. .0010 .0 .0 .001 10.00 -1 THE IN HRS VS INFLOW IN CPS .0 .0 .1 155.0 .2 155.0 .3 155.0 .5 155.0 1.0 155.0 10 155.0 3.0 155.0 272 12 0 1 CHANNEL 10.0 100. .0001 2.0 2.0 .035 25.00 278 247 13 2 PIPE .0 360. .0083 .0 .0 .013 .00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 9.0 .4 20.5 1.0 41.0 2.1 60.0 3.5 78.0 5.3 91.0 7.3 100.7 9.6 107.6 12.1 115.0 14.8 122.0 17.7 128.6 0 0 0 20.8 134.8 279 46 4 2 PIPE .1 50. .0050 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .2 4.0 .8 13.0 2.1 20.0 280 279 0 1 CHANNEL 2.0 1400. .0100 4.0 4.0 .060 5.00 0 &,Me t- 290 270 0 5 PIPE 5.0 100. .0006 .0 .0 .013 5.00 0 OVERFLOW 36.0 100. .0006 20.0 20.0 .020 10.00 300 301 8 3 .0 1. .0010 .0 .0 .001 10.00 -1 TIME IN HILS VS INFLOW IN CFS .0 .0 .1 80.0 .2 80.0 .580.0 1.0 80.0 2.0 80.0 3.0 80.0 4.0 80.0 301 33 0 3 .0 1. .0010 .0 .0 .001 10.00 0 318 319 0 1 CHANNEL 4.0 1900. .0110 4.0 4.0 .035 6.00 319 16 0 3 .0 1. .0010 .0 .0 .001 10.00 0 320 19 7 2 PIPE .1 10. .1000 .0 .0 .100 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .2 16.0 .6 30.0 1.4 45.0 2.4 54.0 3.8 62.0 5.1 208.0 321 35 11 2 PIPE 1 10. .1000 .0 .0 .100 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 5.0 .1 10.0 .3 13.0 .4 22.0 .6 33.0 .8 45.0 1.0 55.0 1.2 70.0 1.4 82.5 1.6 97.6 362 374 0 4 CHANNEL .5 1100. .0080 12.0 12.0 .016 .50 OVERFLOW 10.0 1100. .0080 20.0 20.0 .020 5.00 364 399 0 4 CHANNEL .5 1800. .0080 12.0 12.0 .016 .50 OVERFLOW 10.0 1800. .0080 20.0 20.0 .020 5.00 365 369 0 4 CHANNEL .5 2300. .0070 12.0 12.0 .016 .50 OVERFLOW 10.0 2300. .0070 20.0 20.0 .020 5.00 366 371 0 1 CHANNEL 10.0 2150. .0050 4.0 4.0 .035 5.00 367 244 0 1 CHANNEL 5.0 2200. .0100 10.0 10.0 .060 3.00 368 372 0 4 CHANNEL .5 1400. .0110 12.0 12.0 .016 .50 OVERFLOW 10.0 1400. .0110 20.0 20.0 .020 5.00 369 244 0 1 CHANNEL. 5.0 570. .0050 4.0 4.0 .035 5.00 370 244 0 5 PIPE 2.0 950. .0070 .0 .0 .013 2.00 0 OVERFLOW 2.0 950. .0070 20.0 20.0 .020 5.00 371 243 0 1 CHANNEL 17.0 800. .0050 3.0 3.0 .035 5.00 372 40 0 4 CHANNEL .5 1000. .0110 12.0 12.0 .016 .50 OVERFLOW 10.0 1000. .0110 20.0 20.0 .020 5.00 373 243 0 5 PIPE 2.5 2300. .0100 .0 .0 .013 2.50 0 OVERFLOW 2.0 2300. .0100 20.0 20.0 .020 5.00 374 245 0 4 CHANNEL .5 1050. .0040 12.0 12.0 .016 .50 OVERFLOW 10.0 1050. .0040 20.0 20.0 .020 5.00 375 245 0 5 PIPE 3.0 1800. .0020 .0 .0 .015 3.00 0 _ OVERFLOW 2.0 1800. .0020 20.0 20.0 .020 5.00 399 370 7 2 PIPE .1 50. .6100 .0 .0 .015 .10 0 RESERVOIR STORAGE IN ACRE -FLAT VS SPILLWAY OUTFLOW A .0 .1 1.7 .6 2.7 1.7 3.4 3.2 4.1 4.8 4.6 6.4 5.0 OTOTAL NUMBER OF GUTTERS/PIPES, 116 1 0 0 0 0 0 0 0 0 0 0 0 0000000000000000, DEVELOPED CONDITIONS 1995 100-YFAR STORM (FILE: 434011s3.det) REVISION OF SWMM TO INCLUDE COVENTRY AND WESTBURY SUBDIVISION-03/24/95 ARRANGEMENT OF SUBCATCIIIMTIS AND GUTTERS/PIPES GUTTER TRIBUTARY GU ITEWPIPE TRIBUTARY SUBAREA D.A.(AC) 5 6 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 7 330 332 0 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0 0 0 0 10 11 0 0 0 0 0 0 0 0 0 11 100 0 0 0 0 0 0 0 0 0 12 13 272 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30.5 2 3 4 0 0 0 0 0 0 0 30.5 0 0 0 0 0 0 0 0 0 0 58.2 1 0 0 0 0 0 0 0 0 0 1.3 51 0 0 0 0 0 0 0 0 01659.3 52 0 0 0 0 0 0 0 0 0 1561.6 0 0 0 0 0 0 0 0 0 0 1471.8 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 42 43 44 45 46 47 48 14 261 0 0 0 0 0 0 0 0 15 33 0 0 0 0 0 0 0 0 16 0 0 0 0 0 0 0 0 0 9 5 17319 0 0 0 0 0 0 18 39 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 273 320 0 0 0 0 0 0 0 0 21 221 0 0 0 0 0 0 0 0 22 0 0 0 0 0 0 0 0 0 185 222 0 0 0 0 0 0 0 0 26 31 34 0 0 0 0 0 0 0 230 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 0 0 356 355 357 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 102 103 301 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 321 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 104 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 372 0 0 0 0 0 0 0 0 0 43 0 0 0 0 0 0 0 0 0 243 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 279 0 0 0 0 0 0 0 0 0 44 200 0 0 0 0 0 0 0 0 47 49 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1396.0 54 0 0 0 0 0 0 0 0 0 1285.0 0 0 0 0 0 0 0 0 0 0 549.4 58 59 0 0 0 0 0 0 0 0 549.4 0 0 0 0 0 0 0 0 0 0 146.8 71 0 0 0 0 0 0 0 0 0 9.7 0 0 0 0 0 0 0 0 0 0 273.0 0 0 0 0 0 0 0 0 0 0 269.3 0 0 0 0 0 0 0 0 0 0 229.6 0 0 0 0 0 0 0 0 0 0 229.6 79 0 0 0 0 0 0 0 0 0 103.2 175 0 0 0 0 0 0 0 0 0 145.8 75 0 0 0 0 0 0 0 0 0 67.7 186 0 0 0 0 0 0 0 0 0 13.7 74 0 0 0 0 0 0 0 0 0 3.7 88 0 0 0 0 0 0 0 0 0 7.4 73 0 0 0 0 0 0 0 0 0 19.3 0 0 0 0 0 0 0 0 0 0 89.6 80 0 0 0 0 0 0 0 0 0 21.4 68 0 0 0 0 0 0 0 0 0 50.7 159 63 0 0 0 0 0 0 0 0 723.1 86 0 0 0 0 0 0 0 0 0 29.9 60 0 0 0 0 0 0 0 0 0 93.7 67 0 0 0 0 0 0 0 0 0 34.7 176 0 0 0 0 0 0 0 0 0 14.6 62 0 0 0 0 0 0 0 0 0 160.1 72 0 0 0 0 0 0 0 0 0 137.1 0 0 0 0 0 0 0 0 0 0 16.1 61 0 0 0 0 0 0 0 0 0 406.2 0 0 0 0 0 0 0 0 0 0 389.9 77 0 0 0 0 0 0 0 0 0 16.7 84 0 0 0 0 0 0 0 0 0 22.2 177 0 0 0 0 0 0 0 0 0 37.0 0 0 0 0 0 0 0 0 0 0 107.9 178 0 0 0 0 0 0 0 0 0 178.2 49 50 100 101 102 103 104 105 107 185 200 201 202 203 204 205 206 207 208 210 211 221 222 230 243 244 245 247 254 261 262 270 271 272 273 0 0 0 0 0 0 0 0 0 0 48 0 0 0 0 0 0 0 0 0 211 0 0 0 0 0 0 0 0 0 210 0 0 0 0 0 0 0 0 0 35 42 0 0 0 0 0 0 0 0 245 0 0 0 0 0 0 0 0 0 244 0 0 0 0 0 0 0 0 0 32 0 0 0 0 0 0 0 0 0 19 254 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 201 208 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 207 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 205 0 0 0 0 0 0 0 0 0 206 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 203 0 0 0 0 0 0 0 0 0 202 204 0 0 0 0 0 0 0 0 12 0 0 0 0 0 0 0 0 0 101 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24 25 0 0 0 0 0 0 0 0 23 0 0 0 0 0 0 0 0 0 371 373 0 0 0 0 0 0 0 0 367 369 370 0 0 0 0 0 0 0 38 374 375 0 0 0 0 0 0 0 45 46 278 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 262 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 290 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 270 271 0 0 0 0 0 0 0 0 27 0 0 0 0 0 0 0 0 0 78 0 0 0 0 0 0 0 0 0 58.8 0 0 0 0 0 0 0 0 0 0 178.2 0 0 0 0 0 0 0 0 0 0 1526.5 0 0 0 0 0 0 0 0 0 0 1492.1 0 0 0 0 0 0 0 0 0 0 499.9 0 0 0 0 0 0 0 0 0 0 200.9 0 0 0 0 0 0 0 0 0 0 112.2 0 0 0 0 0 0 0 0 0 0 50.7 0 0 0 0 0 0 0 0 0 0 289.7 85 0 0 0 0 0 0 0 0 0 16.1 0 0 0 0 0 0 0 0 0 0 91.2 82 0 0 0 0 0 0 0 0 0 32.8 0 0 0 0 0 0 0 0 0 0 16.2 181 0 0 0 0 0 0 0 0 0 16.2 81 0 0 0 0 0 0 0 0 0 42.2 0 0 0 0 0 0 0 0 0 0 17.8 182 0 0 0 0 0 0 0 0 0 17.8 0 0 0 0 0 0 0 0 0 0 16.2 0 0 0 0 0 0 0 0 0 0 58.4 65 0 0 0 0 0 0 0 0 0 1492.1 53 0 0 0 0 0 0 0 0 01526.5 76 0 0 0 0 0 0 0 0 0 39.7 0 0 0 0 0 0 0 0 0 0 213.5 0 0 0 0 0 0 0 0 0 0 103.2 0 0 0 0 0 0 0 0 0 0 389.9 0 0 0 0 0 0 0 0 0 0 112.2 0 0 0 0 0 0 0 0 0 0 200.9 83 0 0 0 0 0 0 0 0 0 300.8 70 0 0 0 0 0 0 0 0 0 16.7 55 0 0 0 0 0 0 0 0 0 111.0 56 0 0 0 0 0 0 0 0 0 99.5 O O O O O O O O U O 75.8 0 0 0 0 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 0 0 75.8 0 0 0 0 0 0 0 0 0 0 3.7 278 279 280 287 288 290 300 301 318 319 320 321 330 332 333 353 354 355 356 357 362 364 365 366 367 368 369 370 371 372 373 374 375 379 381 50 0 0 0 0 0 0 0 0 0 180 0 0 0 0 0 0 0 0 0.208.0 280 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25.5 0 0 0 0 0 0 0 0 0 0 179 0 0 0 0 0 0 0 0 0 25.5 299 0 0 0 0 0 0 0 0 0 87 0 0 0 0 0 0 0 0 0 38.1 0 0 0 0 0 0 0 0 0 0 90 0 0 0 0 0 0 0 0 0 7.9 0 0 0 0 0 0 0 0 0 0 57 0 0 0 0 0 0 0 0 0 75.8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 107 0 0 0 0 0 0 0 0 0 69 0 0 0 0 0 0 0 0 0 296.3 105 318 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 347.0 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 269.3 36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 34.7 383 0 0 0 0 0 0 0 0 0 351 0 0 0 0 0 0 0 0 0 44.2 0 0 0 0 0 0 0 0 0 0 352 0 0 0 0 0 0 0 0 0 14.0 379 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3.7 7 0 0 0 0 0 0 0 0 0 350 0 0 0 0 0 0 0 0 0 66.6 29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19.3 354 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19.3 353 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 66.6 333 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3.7 0 0 0 0 0 0 0 0 0 0 162 0 0 0 0 0 0 0 0 0 24.7 0 0 0 0 0 0 0 0 0 0 164 0 0 0 0 0 0 0 0 0 32.9 0 0 0 0 0 0 0 0 0 0 165 0 0 0 0 0 0 0 0 0 27.0 247 0 0 0 0 0 0 0 0 0 166 0 0 0 0 0 0 0 0 0 327.5 0 0 0 0 0 0 0 0 0 0 167 0 0 0 0 0 0 0 0 0 21.5 0 0 0 0 0 0 0 0 0 0 168 0 0 0 0 0 0 0 0 0 13.0 365 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 27.0 399 0 0 0 0 0 0 0 0 0 170 0 0 0 0 0 0 0 0 0 63.7 366 0 0 0 0 0 0 0 0 0 171 0 0 0 0 0 0 0 0 0 350.7 368 0 0 0 0 0 0 0 0 0 172 0 0 0 0 0 0 0 0 0 16.1 0 0 0 0 0 0 0 0 0 0 173 0 0 0 0 0 0 0 0 0 39.2 362 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24.7 40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16.1 0 0 0 0 0 0 0 0 0 0 89 0 0 0 0 0 0 0 0 0 3.7 384 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3.1 382 287 0 0 0 0 0 0 0 0 0 383 382 381 0 0 0 0 0 0 0 0 384 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 38.1 0 0 0 0 0 0 0 0 0 0 41.2 380 0 0 0 0 0 0 0 0 0 3.1 399 364 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 32.9 ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 16 TO GUTTER 7 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 20 TO GUTTER 13 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 21 TO GUTTER 13 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 40 TO GUTTER 13 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 47 TO GUTTER 13 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 60 TO GUTTER 4 COMP THROUGH DIVERSION WILL LAG ONE TIME STIR UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 94 TO GUTTER 8 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 103 TO GUTTER 7 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. 0HYDROGRAPHS WILL BE STORED FOR THE FOLLOWING 9 POINTS 287 27 28 29 18 30 318 254 320 1 ❑ D D 0 0 0 0 0 0 0 0 0 0 0 0 0, DEVELOPED CONDITIONS 1995 100-YEAR STORM (FILE: 434011s3.det) REVISION OF SWMM TO INCLUDE COVENTRY AND WESTBURY SUBDIVISION-03124/95 HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 9 CONVEYANCE ELEMENT'S THE UPPER NUMBER IS DISCHARGE IN CIS THE LOWER NUMBER IS ONE OF THE FOLLOWING CASES: () DENOTES DEPTH ABOVE INVERT IN FEEL' (S) DENOTES STORAGE IN AC -FT FOR DEVENSION DAM. DISCHARGE INCLUDES SPIILWAY OUTFLOW. (1) DENOTES GUTTER INFLOW IN CPS FROM SPECIF[ED INFLOW HYDROGRAPH (D) DENOTES DISCHARGE IN CFS DIVERTED FROM THIS GUTTER (0) DENOTES STORAGE IN AC -FT FOR SURCHARGED GUTTER TIME(HR/M[N) 287 27 28 29 18 30 318 254 320 0 2. 0. 0. 0. 0. 0. 0. 0. 0. 0. .0O .O(D) .0(D) .0O .0O .0O .0O .0O -0(D) 0 12. 0. 0. 0. 0. 0. 0. 0. 1. 0. .1O .O(D) .O(D) .0O .1O .0O .1O .2O .O(D) 0 22. 7. 2. 3. 7. 7. 0. 5. 10. 0. .6() -0(D) -0(D) .3() •6() •0() A() •5() •O(D) 0 32. 40. 10. 15. 44. 33. 1. 30. 47. 0. 1.2() .O(D) .0(D) .7() 1.2() .0() 1.1() .9() .O(D) 0 42. 59. 11. 21. 60. 40. 3. 60. 61. 0. 1.4() .0(D) .O(D) .8() 1.3() .0() 1.5() 1.0() .0(D) 0 52. 45. 7. 14. 39. 22. 5. 59. 36. 0. 1.2() .0(D) .O(D) .7() 1.0() .0() 1.5() .8() .O(D) 1 2. 36. 5. 10. 26. 12. 6. 49. 22. 0. 1.1() .O(D) .O(D) .5() .8() .0() 1.3() .7() .0(D) 1 12. 28. 3. 7. 17. 7. 6. 37. 13. 0: 1.0() .0(D) .O(D) A() .6() .0() 1.2() .6() .O(D) 1 22. 23. 2. 5. 12. 5. 7. 26. 8. 0. .9() •O(D) .0(D) .4() .5() .0() 1.0() •5( ) G(D) 1 32. 19. 2. 4. 9. 3. 7. 17. 6. 0. .9() .0(D) -0(D) -3() .4() .0() .8() .4() .0(D) 1 42. 17. 1. 3. 7. 3. 7. 11. 4. 0. -8() .0(D) .0(D) .3() .4() .0() .6() .4() -0(D) 1 52. 15. 1. 2. 6. 2. 7. 8. 3. 0. A() .0(D) .0(D) -2() •3() •0() -5() •4() •0(D) 2 2. 13. 1. 2. 5. 2. 7. 6. 2. 0. .7() .0(D) .0(D) .2() .3() .0() .5() .3() .0(D) 2 12. 11. 1. 1. 3. 1. 7. 5. 2. 0. .7() .0(D) .0(D) .2() .2() .0() •4() •3() •0(D) 2 22. 9. 0. 1. 3. 1. 7. 4. 1. 0. .6() .0(D) .0(D) .1() .2() -0() .4() -2() .0(D) 2 32. 8. 0. 1. 2. 0. 6. 3. 1. 0. .6() .0(D) .0(D) .1( ) .1( ) -0() .3() .2() .0(D) 2 42. 7. 0. 1. 2. 0. 6. 2. 1. 0. .6() .0(D) .0(D) -1() -1() •0() •3() •2() •0(D) 2 52. 7. 0. 1. 1. 0. 6. 2. 0. 0. .5() .0(D) .0(D) .1( ) .1() .0() .3() .1( ) .0(D) 3 2. 6. 0. 0. 1. 0. 6. 2. 0. 0. .5() .0(D) •0(D) .1( ) .1( ) .0() .2() .1() .0(D) 3 12. 6. 0. 0. 1. 0. 6. 2. 0. 0. .5O .0(D) .0(D) .1O .1O .0O .2O .1( ) .0(D) 3 22. S. 0. 0. 1. 0. 6. 2. 0. 0. .5O .0(D) .0(D) .1O .1O .0O .2O -1O •0(D) 3 32. 5. 0. 0. 1. 0. 6. 1. 0. 0. .SO .0(D) .0(D) .1( ) .0O .0O •2O .1O .0(D) 3 42. 4. 0. 0. 1. 0. 5. 1. 0. 0. .4() .0(D) .0(D) .1( ) .0() .0() .2() .1( ) .0(D) 3 52. 4. 0. 0. 0. 0. 5. 1. 0. 0. .4() .0(D) .0(D) .1() .0() .0() .2() .1( ) .0(D) 4 2. 4. 0. 0. 0. 0. 5. 1. 0. 0. A() .0(D) .0(D) .0() .0() .0() .2() .1() .0(D) 4 12, 3. 0. 0. 0. 0. 5. 1. . 0. 0. A() .0(D) .0(D) .0() .0() .0() .2() .1() .0(D) 4 22. 3. 0. 0. 0. 0. 5. 1. 0. 0. .4O .O(D) .O(D) •0O •0O •0O .2O -0O -O(D) 4 32. 3. 0. 0. 0. 0. 5. 1. 0. 0. A() .0(D) .0(D) .0() .0() .0() .2() .0() .0(D) 4 42. 3. 0. 0. 0. 0. 5. 1. 0. 0. .4() .0(D) .0(D) .0() .0() .0() .2() .0() .0(D) 4 52. 3. 0. 0. 0. 0. 4. 1. 0. 0. 3() .0(D) .0(D) .0() .0() .0() .2() .0() .0(D) 5 2. 2. 0. 0. 0. 0. 4. 1. 0. 0. .3() .0(D) .0(D) .0() .0() .0() .2() .0() .0(D) 5 12. 2. 0. 0. 0. 0. 4. 1. 0. 0. .3() .0(D) .0(D) .0() .0() .0() .2() .0() .0(D) 5 22. 2. 0. 0. 0. 0. 4. 1. 0. 0. .3() .0(D) .0(D) .0() .0() .0() .1( ) .0() .0(D) 5 32. 2. 0. 0. 0. 0. 4. 1. 0. 0. .3() .0(D) .0(D) .0() .0() .0() .1() .0() .O(D) 5 42. 2. 0. 0. 0. 0. 4. 1. 0. 0. .3() .0(D) .0(D) .0() .0() .0() .1() .0() AD) 5 52. 2. 0. 0. 0. 0. 4. 1. 0. 0. .3() .0(D) .0(D) .0() .0() .0() .1() .0() AD) 6 2. 2. 0. 0. 0. 0. 4. 1. 0. 0. .3() .0(D) .0(D) .0() .0() .0() .1() .0() AD) 6 12. 2. 0. 0. 0. 0. 3. 1. 0. 0. .3() .0(D) .0(D) .0() .0() .0() .1( ) .0() .0(D) 6 22. 1. 0. 0. 0. 0. 3. 1. 0. 0. .3() .0(D) .0(D) .0() .0() .0() .1() .0() .O(D) 6 32. 1. 0. 0. 0. 0. 3. 1. 0. 0. .2() .0(D) .0(D) .0() •0() •0() •1( ) A) AD) 6 42. 1. 0. 0. 0. 0. 3. 1. 0. 0. .2() .0(D) .0(D) .0() .0() .0() .1() .0() .0(D) 6 52. 1. 0. 0. 0. 0. 3. 0. 0. 0. .2() .0(D) .0(D) .0() .0() .0() .1() .0() .0(D) 7 2. 1. 0. 0. 0. 0. 3. 0. 0. 0. .2O .O(D) .0(D) .0O .0O .0O .1O .0O .0(D) 7 12. 1. 0. 0. 0. 0. 3. 0. 0. 0. .2O .O(D) .O(D) •0O •0O .0O .1( ) •0O •O(D) 7 22. 1. 0. 0. 0. 0. 3. 0. 0. 0. .2() .0(D) .0(D) .0() •0() -0() •1() •0() •0(D) 7 32. 1. 0. 0. 0. 0. 3. 0. 0. 0. .2() .0(D) .0(D) .0() .0() .0() .1() .0() .0(D) 7 42. 1. 0. 0. 0. 0. 3. 0. 0. 0. .2() •0(D) •0(D) •0() •0() •0() •1() •0() •0(D) 7 52. 1. 0. 0. 0. 0. 3. 0. 0. 0. .2() .0(D) .0(D) .0() •0() •0() -1() •0() •O(D) 8 2. 1. 0. 0. 0. 0. 3. 0. 0. 0. .2().O(D) .O(D) .0O .00 •0O .1O .0O •O(D) 8 12. 1. 0. 0. 0. 0. 2. 0. 0. 0. .2O •O(D) •O(D) .0O .0O .0O .1( ) .0O •O(D) 8 22. 1. 0. 0. 0. 0. 2. 0. 0. 0. .2O .O(D) .O(D) .0O .0O .0O .1O .0O .O(D) 8 32. 1. 0. 0. 0. 0. 2. 0. 0. 0. .2() -0(D) .O(D) .0() .0() .0() .1( ) .0() .0(D) 8 42. 1. 0. 0. 0. 0. 2. 0. 0. 0. .2() .0(D) .0(D) •0() .0() •0() •1() •0() •0(D) 8 52. 1. 0. 0. 0. 0. 2. 0. 0. 0. .2() .0(D) .0(D) .0() •0() •0() •1() •0() .0(11) 9 2. 1. 0. 0. 0. 0. 2. 0. 0. 0. .2O •0(D) •0(D) •0O •a) •0O .1( ) •a) •0(D) 9 12. 1. 0. 0. 0. 0. 2. 0. 0. 0. .1( ) .0(D) .0(D) .0() .0() .0() .1( ) .0() .0(D) 9 22. 0. 0. 0. 0. 0. 2. 0. 0. 0. .1O .0(D) .0(D) .0O .0O .0O .1( ) .0O .0(D) 9 32. 0. 0. 0. 0. 0. 2. 0. 0. 0. .1() .0(D) .0(D) .0() .0() .0() .1( ) .0() .0(D) 9 42. 0. 0. 0. 0. 0. 2. 0. 0. 0. .1O •0(D) .0(D) •a) •a) •a) .1O -oO •0(D) 9 52. 0. 0. 0. 0. 0. 2. 0. 0. 0. .1( ) •O(D) •0(D) •0() •0() •0() •1() .0() •0(D) 10 2. 0. 0. 0. 0. 0. 2. 0. 0. 0. .1() .0(D) .0(D) .0() .0() .0() .1() .0() .0(D) 10 -12. 0. 0. 0. 0. 0. 2. 0. 0. 0. .1() .0(D) .0(D) .0() .0() .0() .1( ) .0() .0(D) 10 22. 0. 0. 0. 0. 0. 2. 0. 0. 0. .1() .0(D) .0(D) .0() .0() .0() .1() .0() .0(D) 10 32. 0. 0. 0. 0. 0. 2. 0. 0. 0. .1( ) •0(D) •O(D) •0() •0() -0() •1( ) •0() •0(D) 10 42 0. 0. 0. 0. 0. 2. 0. 0. 0. .1() .0(D) .0(D) .0() .0() .0() .1() .0() .0(D) 10 52. 0. 0. 0. 0. 0. 2. 0. 0. 0. .1() .0(D) .0(D) .0() .0() .0() .1() .0() .0(D) 11 2. 0. 0. 0. 0. 0. 2. 0. 0. 0. AO .0(D) .0(D) .0O .0O .0O AO .0O .0(D) 11 12. 0. 0. 0. 0. 0. 1. 0. 0. 0. .1() .0(D) .0(D) .0() •0() •0() •1() •0() -0(D) 11 22. 0. 0. 0. 0. 0. 1. 0. 0. 0. .1O .0(D) .0(D) .0O .0O .0O .1O .0O O(D) 11 32. 0. U. 0. 0. 0. 1. 0. 0. 0. .1() .0(D) .0(D) .0() .0() .0() .1( ) .0() .0(D) 11 42. 0. 0. 0. 0. 0. 1. 0. 0. 0. A() .0(D) .0(D) .0() .0() .0() .0() .0() .0(D) 11 51 0. 0. 0. 0. 0. 1. 0. 0. 0. .1() .0(D) .0(D) .0() .0() .0() •0() •0() •0(D) 12 2. 0. 0. 0. 0. 0. 1. 0. 0. 0. .1() .0(D) .0(D) .0( ) .0() .0() .0() .0() .0(D) 12 12. 0. 0. 0. 0. 0. 1. 0. 0. 0. .1() .0(D) .0(D) .0() .0() .0() .0() .0() .0(D) 12 22. 0. 0. 0. 0. 0. 1. 0. 0. 0. .1O .0(D) .0(D) .0O .0O .0O .0O .0O .0(D) 12 32. 0. 0. 0. 0. 0. 1. 0. 0. 0. .1() .0(D) .0(D) .0() •0() •0() •0() •0() •0(D) 12 42. 0. 0. 0. 0. 0. 1. 0. 0. 0. .1() .0(D) .0(D) .0() .0() .0() .0() .0() .0(D) 12 52. 0. 0. 0. 0. 0. 1. 0. 0. 0. .1( ) .0(D) .0(D) .0() .0() .0() .0() .0() .0(D) 0 0 0 0'); 0 0 0 ❑$6i;, DEVELOPED CONDITIONS 1995 100-YEAR STORM (FILE: 434011s3.de1) REVISION OF SWMM TO INCLUDE COVENTRY AND WESTBURY SUBDIVISION-03/24/95 *** PEAK FLOWS, STAGES AND STORAGES OF GUTTERS AND DETENSION DAMS *** CONVEYANCE PEAK STAGE STORAGE TIME ELEMENT (CFS) (FT) (AC-FI) (1IR/MIN) 206 60. 1.8 0 36. 203 56. 1.8 0 36. 205 28. .0 1.6 0 58. 207 27. .0 1.4 0 54. 204 78. 2.2 0 38. 202 20. 1.3 1 6. 34 169. 2.3 0 34. 31 139. 3.6 0 34. 26 56. 1.5 0 38. 208 78. (DIRECTFLOW) 0 38. 201 117. 3.2 0 40. 23 479. 3.2 0 38. 200 186. 3.5 0 42. 44 64. 1.1 0 36. 37 81. .5 0 34. 230 0. 1 18.3 8 44. 299 3. .1 .9 1 36. 49 154. 2.7 0 42. 47 236. (DIRECT FLOW) 0 42. 25 276. 3.6 0 36. 24 118. 3.8 0 44. 384 19. .8 0 34. 287 63. 1.4 0 36. 48 417. 3.7 0 44. 280 103. 2.6 0 38. 222 376. (DIRECT FLOW) 0 40. 185 59. 1.7 0 36. 391 1. .1 .5 1 34. 382 3. 1 4.5 4 32. 50 418. 5.3 0 44. 279 0. .1 5.1 10 0. 22 0. 1 23.3 13 0. 383 3. .4 3 50. 364 107. 1.0 0 38. 278 127. .0 17.2 1 30. 46 34. 1.5 0 40. 45 112. 2.5 0 36. 221 160. 2.5 0 38. 21 0. .0 13 0. 28 24. .5 0 36. 332 94. .4 0 34. 330 23. .2 0 34. 399 0. 1 5.9 8 14. 365 97. 1.0 0 38. 217*********** .0************ 13 0. 20 160. (DIRECTFLOW) 0 38. 27 15. .5 0 36. 379 15. .5 0 36. 29 68. .9 0 36. 7 88. .8 0 36. 368 56. .8 0 36. 370 118. 3.0 0 36. 369 95. 2.1 0 42. 367 57. 1.4 0 44. 366 922. 5.0************ 13 0. 320 0. .1 7.9 13 0. 273 2. .1 .4 1 28. 333 2. .1 .5 1 24. 354 5. .1 2.7 1 58. 353 0. .1 7.8 13 0. 372 66. .8 0 38. 244 253. (DIRECT FLAW) 0 40. 373 123. 3.4 0 40. 371 1012. 4.9 0 36. 254 72. 1.0 0 36. <- " 19 2. .2 1 36. 357 2. .3 1 30. 355 5. (DIRECT FLAW) 1 58. 356 0. .0 0 18. 40 63. .8 0 42. 362 98. 1.0 0 36. 104 17. 1 11.6 2 4. 243 1130. (DIRECT FLAW) 0 36. 36 116. 0 . �rJ 107 47. .1 48 .1 .6 0 48. 32 165. 1.2 0 38. 30 7. (DIRECTFLAW) 1 44. 375 43. 3.6 0 52. 374 84. 1.1 0 40. 38 201. 2.6 0 36. 43 1128. .1 0 36. 321 78. .1 1.3 0 48. 318 61. 1.5 0 46. 105 27. .1 7.1 1 28. 39 98. 2.0 0 42. 18 50. IS 0 36. 6 190. 2.0 0 34. 300 32. (DIRECT FLAW) 0 2. 245 298. (DIRECT FLAW) 0 38. 42 1186. 4.2 0 36. 35 249. 1.2 0 36. 319 65. (DIRECT FLAW) 0 46. 17 138. 2.8 0 42. 5 0. 1 5.5 6 0. 9 10. .2 0 34. 301 32. (DIRECTFLAW) 0 2. 103 221. .1 6.6 0 50. 102 1401. .1 18.7 0 38. 16 238. 2.7 0 46. 290 334. 6.8 0 36. 262 347. 4.4 0 44. 33 863. .1 314.3 13 0. 15 0. .1 28.1 13 0. 271 186. (DIRECTFLAW) 0 6. 270 205. 6.9 0 48. 261 374. 4.8 0 46. 14 863. 4.5 13 0. 272 360. 9.6 0 48. 13 863. 5.2 13 0. 12 1017. 7.1 13 0. 210 1033. (DIRECTFLAW) 0 46. 101 1028. .5 4.6 0 48. 211 1084. (DIRECT FLAW) 0 48. 100 1016. .5 24.3 13 0. 11 1016, 5.4 13 0. 10 1015. 4.8 1 10. 1 1015. (DIRECTFLAW) 1 10. 1 I P"" ENVIRONMENTAL PROTECTION AGENCY -STORM WATER MANAGEMENT MODEL - VERSION PCA DEVELOPED BY METCALF + EDDY, INC. UNIVERSITY OF FLORIDA WATER RESOURCES ENGINEEEtS, INC. (SEPTEMBER 1970) UPDATED BY UNIVERSITY OF FLORIDA (JUNE 1973) HYDROLOGIC ENGINEERING CENTER, CORPS OF ENGINEERS MISSOURI RIVER DIVISION, CORPS OF ENGINEERS (SEPTEMBER 1974) BOYLE ENGRNF.ERING CORPORATION (MARCH 1985, JULY 1985) ()TAPE OR DISK ASSIGNMENTS JTN(1) J1N(2) JIN(3) JIN(4) JIN(5) JIN(6) JIN(7) JIN(8) JIN(9) JIN(10) 2 1 0 0 0 0 0 0 0 0 JOUT(1) JOUT(2) JOUT(3) JOUT(4) JOUT(5) JOUT(6) JOUT(7) JOUT(8) JOUT(9) JOUT(10) 1 2 0 0 0 0 0 0 0 0 NSCRAT(1) NSCRAT(2) NSCRAT(3) NSCRAT(4) NSCRAT(5) 3 4 0 0 0 I •** ENTRY MADE TO RUNOFF MODEL a* MAIL. CREEK BASIN, DEVELOPED CONDITIONS 1995 100-YEAR STORM (FILE: 434011s3.dat) REVISION OF SWMM TO INCLUDE COVENTRY AND WESTBURY SUBDIVISION-03/24/95 ONUMBER OF TIME STEPS 390 OINTEGRATION TIME INTERVAL (MINITTE4) 2.00 10.0 PERCENT OF IMPERVIOUS AREA HAS ZERO DETENTION DEPTH OFOR 25 RAINFALL STEPS, THE TIME INTERVAL IS 5.00 MINUTES OFOR RAINGAGE NUMBER 1 RAINFALL HISTORY IN INCHES PER HOUR .60 .96 1.44 1.68 3.00 5.40 9.00 3.72 2.16 1.56 1.20 .84 .60 .48 .36 .36 .24 .24 .24 .24 .24 .24 .12 .12 .00 1 MAIL CREEK BASIN, DEVELOPED CONDITIONS 1995 100-YEAR STORM (FILE: 434011s3.det) REVISION OF SWMM TO INCLUDE COVENTRY AND WESTBURY SUBDIVISION-03/24/95 SUBAREA GUTTER WIDTH AREA PERCENT SLOPE RESISTANCE FACTOR SURFACE STORAGE(IN) ROMTKA71ON RATE(IN/HR) GAGE NUMBER OR MANHOLE Wn (AC) 110PERV. (FT/FT) IMPERV. PERV. IMPERV. PERV. MA)MJUM MINIMUM DECAY RATE NO -2 0 0. .0 .0 .0300 .016 .250 .100 .300 .51 .50 .00180 51 10 2800. 97.7 30.0 .0400 .016 .250 .100 .300 .51 .50 .00180 1 52 11 3100. 35.1 35.0 .0640 .016 .250 .100 .300 .51 .50 .00180 1 53 211 1400. 34.4 35.0 .0320 .016 .250 .100 .300 .51 .50 .00180 1 54 14 2200. 12.5 90.0 .0480 .016 .250 .100 .300 .51 .50 .00180 1 55 261 900. 11.5 90.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 56 262 5000. 99.5 90.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 57 290 2200. 75.8 75.0 .0088 .016 .250 .100 .300 .51 .50 .00180 1 58 16 412. 14.2 30.0 .0150 .016 .250 .100 .300 .51 .50 .00180 1 59 16 1260. 9.6 45.0 .0134 .016 .250 .100 .300 .51 .50 .00180 1 159 33 1000. 6.1 45.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 60 35 2830. 59.0 45.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 61 42 1250. 16.3 45.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 62 38 3000. 47.9 50.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 162 362 2200. 24.7 45.0 .0150 .016 .250 .100 .300 .51 .50 .00180 1 63 33 950. 16.2 65.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 165 365 4600. 27.0 45.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 166 366 4300. 26.7 45.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 167 367 4400. 21.5 45.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 169 368 2800. 13.0 45.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 170 370 3000. 30.8 45.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 171 371 1600. 23.2 45.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 172 372 2000. 3.1 45.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 173 373 4600. 39.2 43.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 164 364 2600. 32.9 45.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 65 210 4420. 20.3 50.0 .0640 .016 .250 .100 .300 .51 .50 .00180 1 67 36 2700. 34.7 45.0 .0088 .016 .250 .100 .300 .51 .50 .00180 1 68 32 5200. 50.7 45.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 69 318 3600. 6.6 45.0 .0110 .016 .250 .100 .300 .51 .50 .00180 1 70 254 3000. 16.7 45.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 71 18 1400. 9.7 65.0 .0143 .016 .250 .100 .300 .51 .50 .00180 1 72 39 2900. 47.5 21.4 .0320 .016 .250 .100 .300 .51 .50 .00180 1 73 29 690. 11.9 50.0 .0235 .016 .250 .100 .300 .51 .50 .00180 1 74 27 322. 3.7 45.0 .0104 .016 .250 .100 .300 .51 .50 .00180 1 75 25 13413. 67.7 50.0 .0134 .016 .250 .100 .300 .51 .50 .00180 1 175 24 7175. 28.0 39.0 .0150 .016 .250 .100 .300 .51 .50 .00180 1 76 221 1600. 39.7 65.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 176 37 5314. 14.6 45.0 .0190 .016 .250 .100 .300 .51 .50 .00180 1 77 44 2809. 16.7 32.0 .0120 .016 .250 .100 .300 .51 .50 .00180 1 177 46 1100. 11.5 41.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 78 49 6000. 58.8 37.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 178 48 3340. 11.5 14.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 79 23 11879. 38.2 24.0 .0190 .016 .250 .100 .300 .51 .50 .00180 1 179 280 1400. 25.5 67.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 80 31 8455. 21.4 56.0 .0320 .016 .250 .100 .300 .51 .50 .00180 1 186 26 5417. 13.7 28.9 .0320 .016 .250 .100 .300 .51 .50 .00180 1 81 204 1000. 24.4 45.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 181 203 900. 16.2 45.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 182 206 1200. 17.9 45.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 82 201 2200. 32.8 66.0 .0091 .016 .250 .100 .300 .51 .50 .00180 1 83 247 9757. 33.6 35.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 84 45 2800. 22.2 75.0 .0072 .016 .250 .100 .300 .51 .50 .00180 1 85 185 900. 16.1 45.0 .0160 .016 .250 .100 .300 .51 .50 .00180 1 86 34 11851 29.9 47-0 .0320 .016 .250 .100 .300 .51 .50 .00180 1 87 287 1256. 30.2 25.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 88 28 600. 7.4 40.0 .0150 .016 .250 .100 .300 .51 .50 .00180 1 180 278 1595. 29.9 40.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 89 379 322, 3.7 50.0 .0130 .016 .250 .100 .300 .51 .50 .00180 1 1 9 566. 1.3 41.2 .0200 .016 .250 .100 .300 .51 .50 .00180 1 2 6 4628. 12.7 30.7 .0200 .016 .250 .100 .300 .51 .50 .00190 1 3 6 4219. 10.2 45.8 .0200 .016 .250 .100 .300 .51 .50 .00180 1 4 6 3065. 7.6 46.4 .0200 .016 .250 .100 .300 .51 .50 .00180 1 350 353 3326. 8.4 49.2 .0200 .016 .250 .100 .300 .51 .50 .00180 1 351 330 2613. 3.0 44.6 .0200 .016 .250 .100 .300 .51 .50 .00180 1 352 332 5082. 14.0 46.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 90 288 716. 7.9 25.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 380 384 1125. 3.1 44.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 0T0'CAL NUMBER OF SUBCATCHME T1S, 66 OTOTAL TRIBUTARY AREA (ACRES), 1659.30 1 MAIL CREEK BASIN, DEVELOPED CONDITIONS 1993 100-YE".R STORM (FILE: 434011s3.dst) REVISION OF SWMM TO INCLUDE COVENTRY AND WESTBURY SUBDIVISION-03/24/95 *** CONTINUITY CHECK FOR SUBCATCBME 4T ROUTING IN UDSWM2-PC MODEL *** WATERSHED AREA (ACRES) 1659.300 TOTAL RAINFALL (INCHES) 2.864 TOTAL INFILTRATION (INCHES) .551 TOTAL WATERSHED OUTFLOW (INCHES) 2.202 TOTAL SURFACE STORAGE AT END OF STROM (INCHES) .110 ERROR IN CONTINUITY, PERCENTAGE OF RAINFALL .007 1 MAIL CREEK BASIN, DEVELOPED CONDITIONS 1995 100-YEAR STORM (FILE: 43401193.det) REVISION OF SWMM TO INCLUDE COVENTRY AND WESTBURY SU13DIVISION-03/24/95 WIDTH INVERT SIDE SLOPES OVERBANK/SURCHARGE GUTTER GUTTER NDP NP OR DIAM LENGTH SLOPE HORIZ TO VERT MANNING DEPTH X NUMBER CONNECTION (FT) (FT) (FT/FT) L R N (FT) 10 1 0 1 CHANNEL 10.0 3400. .0110 4.0 4.0 .044 12.00 0 9 16 0 1 CHANNEL 12.0 80. .0500 1.0 28.0 .027 2.00 0 6 5 0 1 CHANNEL 8.0 820. .0200 4.0 4.0 .045 8.00 0 7 353 0 1 CHANNEL 28.0 1200. .0200 1.0 1.0 .045 10.00 0 353 356 7 2 PIPE .1 1. .0010 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 .0 .2 4.5 .8 7.8 1.8 9.7 3.0 11.4 3.7 12.1 356 30 0 1 CHANNEL 2.0 20. .0200 4.0 4.0 .045 10.00 0 5 16 9 2 PIPE .1 1. .0010 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .2 .7 .8 1.5 1.4 2.0 2.1 2.4 2.8 2.7 3.2 2.9 3.6 21.6 4.5 99.7 11 10 0 1 CHANNEL 10.0 1900. .0130 2.5 2.5 .047 16.00 0 12 210 0 1 CHANNEL 10.0 400. .0110 2.0 2.0 .069 12.00 0 13 12 0 1 CHANNEL 8.0 150. .0110 .0 .0 .013 8.00 0 14 13 0 1 CHANNEL 8.0 800. .0159 .0 .0 .013 6.00 0 15 14 6 2 PIPE .1 1. .0050 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 3.0 .1 103.6 .4 233.4 1.1 460.4 1.6 643.8 16 15 0 1 CHANNEL 10.0 1650. .0050 4.0 4.0 .033 5.00 0 17 16 0 1 CHANNEL 2.0 500. .0050 4.0 4.0 .035 5.00 0 18 17 0 1 CHANNEL 2.0 1400. .0140 4.0 4.0 .035 5.00 0 19 107 0 1 CHANNEL 4.0 700. .0110 4.0 4.0 .035 6.00 0 20 320 0 3 .0 1. .0010 .0 .0 .001 10.00 0 21 20 0 1 CHANNEL 2.0 1500. .0050 4.0 4.0 .035 5.00 0 22 21 10 2 PIPE .1 1. .0050 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE. -FEET VS SPILLWAY OUTFLOW .0 .0 .2 3.5 1.1 8.9 3.1 12.0 6.6 14.0 11.3 17.5 17.3 20.0 23.9 21.0 31.1 22.8 38.7 66.0 23 230 0 1 CHANNEL 12.0 1300. .0056 4.0 4.0 .030 5.00 0 230 24 9 2 PIPE .1 1. .0050 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 1.4 .6 9.4 2.2 17.3 3.3 26.7 4.5 142.9 5.2 236.6 5.8 347.5 6.5 475.1 24 222 0 5 PIPE 2.0 1600. .0040 .0 .0 .013 2.00 0 OVERFLOW 1.0 1600. .0040 20.0 20.0 .060 5.00 25 222 0 1 CHANNEL 2.0 2000. .0050 4.0 4.0 .035 5.00 26 23 0 1 CHANNEL 1.0 1320. .0200 10.0 5.0 .060 5.00 273 19 3 2 PIPE .1 1. .0050 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .4 1.5 .7 3.1 27 273 0 1 CIiANNE.L 10.0 500. .0120 1.0 10.0 .035 5.00 287 382 0 1 CHANNEL 2.0 1430. .0160 1.010.0 .035 5.00 382 383 4 2 PIPE 1 1. .0050 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 1.1 1.0 2.5 2.0 4.5 3.0 384 381 0 1 CHANNEL 2.0 500. .0160 1.0 10.0 .035 5.00 381 383 3 2 PIPE .1 1. .0050 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .3 .3 .6 .7 383 330 0 1 CHANNEL. 2.0 300. .0160 1.0 10.0 .035 5.00 28 29 0 1 CHANNEL, 10.0 1100. .0200 10.0 10.0 .035 5.00 333 357 3 2 PIPE 1 1. .0050 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .4 1.5 .7 3.3 379 333 0 1 CHANNEL 10.0 335. .0050 1.0 50.0 .035 5.00 29 354 0 1 CHANNEL 10.0 900. .0200 10.0 10.0 .035 5.00 354 355 3 2 PIPE 1 1. .0050 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 2.2 4.1 4.4 8.3 355 30 0 3 .0 1. .0010 .0 .0 .001 10.00 0 288 287 3 2 PIPE .1 1. .0050 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .7 2.3 1.3 4.6 357 30 0 1 CHANNEL 2.0 580. .0200 4.0 4.0 .045 10.00 330 7 0 1 CHANNEL 29.0 520. .0200 10.0 10.0 .016 10.00 332 7 0 1 CHANNEL 28.0 750. .0200 10.0 10.0 .016 10.00 30 39 0 3 .0 1. .0010 .0 .0 .001 10.00 0 39 17 0 1 CHANNEL 20 2400. .0110 4.0 4.0 .035 5.00 31 23 0 5 PIPE 3.5 750. .0130 .0 .0 .013 3.50 0 OVERFLOW 70.0 750. .0130 20.0 20.0 .016 10.00 32 105 0 4 CHANNEL. .5 2600. .0070 12.0 12.0 .016 .50 OVERFLOW 10.0 2600. .0070 20.0 20.0 .020 10.00 33 14 8 2 PIPE .1 280. .0030 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 14.0 .6 30.0 1.7 57.0 2.6 93.0 3.7 127.0 5.3 155.0 26.7 204.0 34 23 0 5 PIPE 1.8 950. .0051 .0 .0 .013 1.75 0 OVERFLOW 70.0 950. .0051 20.0 20.0 .016 10.00 35 102 0 4 CHANNEL .5 1370. .0164 12.0 12.0 .016 .50 OVERFLOW 10.0 1370. .0164 20.0 20.0 .020 10.00 36 321 0 4 CHANNEL .5 1500. .0070 12.0 12.0 .016 .50 OVERFLOW 10.0 1500. .0070 20.0 20.0 .020 10.00 37 24 0 4 CHANNEL .5 850. .0149 50.0 50.0 .016 .50 OVERFLOW 50.0 850. .0149 20.0 20.0 .016 10.00 38 245 0 1 CHANNEL 4.0 1200. .0100 4.0 4.0 .035 5.00 40 375 0 4 CHANNEL .5 900. .0110 12.0 12.0 .016 .50 OVERFLOW 10.0 900. .0110 20.0 20.0 .020 5.00 42 102 0 5 PIPE 2.0 1180. .0150 .0 .0 .013 2.00 0 OVERFLOW 1.0 1180. .0150 20.0 20.0 .016 5.00 43 42 8 2 PIPE .1 1. .0050 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .6 3.0 1.2 10.0 2.9 18.0 6.2 24.0 10.6 27.0 22.6 33.0 26.2 36.0 45 247 0 1 CHANNEL. 2.0 1250. .0050 4.0 4.0 .035 5.00 46 247 0 1 CHANNEL 2.0 1550. .0050 4.0 4.0 .035 5.00 44 47 0 1 CHANNEL, 4.0 1100. .0100 4.0 4.0 .016 5.00 47 48 0 3 .0 1. .0010 .0 .0 .001 10.00 0 48 50 0 1 CHANNEL 8.0 900. .0050 4.0 4.0 .035 5.00 50 278 0 2 PIPE 7.0 150. .0050 .0 .0 .013 7.00 0 49 48 0 1 CHANNEL 4.0 2600. .0050 4.0 4.0 .035 5.00 261 13 0 5 PIPE 3.5 900. .0030 .0 .0 .013 3.50 0 OVERFLOW 36.0 900. .0030 20.0 20.0 .020 10.00 262 261 0 5 PIPE 3.0 3400. .0025 .0 .0 .013 3.00 0 OVERFLOW 36.0 3400. .0025 20.0 20.0 .020 10.00 100 11 12 1 CHANNEL. 19.5 30. .0050 .0 .0 .013 .50 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 3.9 51.0 5.9 96.0 7.6 140.0 11.0 260.0 12.7 300.0 14.5 340.0 17.0 390.0 20.0 490.0 22.6 740.0 25.0 1070.0 27.5 1626.0 101 211 7 1 CHANNEL 35.0 3. .0001 .0 .0 .013 .50 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .7 13.2 1.4 74.9 2.1 141.1 2.8 288.9 4.3 831.5 5.9 17419 211 100 0 3 .0 1. .0010 .0 .0 .001 10.00 0 102 33 9 2 PIPE .1 1. .1000 .0 .0 .024 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPHLWAY OUTFLOW .0 .0 .4 3.8 1.4 10.5 4.4 16.0 7.7 20.0 11.1 Z4.0 13.3 25.0 15.9 36.1 19.7 1910.0 103 33 7 2 PIPE .1 1. .1000 .0 .0 .024 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 1.1 4.2 1.8 9.3 3.5 14.0 5.2 16.0 6.2 41.0 7.3 590.0 104 38 9 2 PIPE .1 10. .1000 .0 .0 .100 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .8 6.0 2.6 10.5 5.2 13.3 8.7 16.0 10.8 16.5 12.8 17.0 15.3 18.0 19.3 45.0 105 319 5 2 PIPE .1 50. .0100 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 1.5 2.8 3.9 4.5 6.7 6.1 9.9 196.9 107 318 9 2 PIPE .1 1. .1000 .0 .0 .020 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW pro �p .0 .0 .0 .0 .1 13.6 .3 17.0 .7 19.9 1.1 22.4 pas /' V 1.5 24.6 1.6 25.2 2.0 110.8 185 22 0 1 CHANNEL 2.0 850. .0100 4.0 4.0 .035 5.00 Or 0 210 101 0 3 .0 5. .0010 .0 .0 .001 10.00 0 222 22 0 3 .0 5. .0010 .0 .0 .001 10.00 0 243 43 0 3 .0 5. .0010 .0 .0 .001 10.00 0 244 104 0 3 .0 5. .0010 .0 .0 .001 10.00 0 245 103 0 3 .0 5. .0010 .0 .0 .001 10.00 0 200 47 0 2 PIPE 4.5 2500. .0099 .0 .0 .013 4.50 0 202 208 0 1 CHANNEL 2.0 1170. .0100 4.0 4.0 .060 2.00 0 201 200 0 1 CHANNEL 2.0 1400. .0050 4.0 4.0 .060 5.00 0 203 207 0 1 CHANNEL 2.0 900. .0180 4.0 4.0 .060 2.00 0 204 208 0 1 CHANNEL 2.0 970. .0050 4.0 4.0 .035 3.00 0 205 204 6 2 PIPE .0 100. .0800 .0 .0 .024 .00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .3 .0 .7 2.9 1.1 7.7 1.5 10.0 1.9 100.0 206 205 0 1 CHANNEL 2.0 1200. .0200 4.0 4.0 .060 2.00 0 207 202 4 2 PIPE .0 50. .0100 .0 .0 .024 .00 0 - RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .9 .0 1.3 4.0 1.7 100.0 208 200 0 3 .0 5. .0010 .0 .0 .001 10.00 0 221 20 0 1 CHANNEL 2.0 1600. .0100 4.0 4.0 .035 5.00 0 247 366 13 2 PIPE .0 193. .0026 .0 .0 .013 .00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 2.2 .0 3.6 2.5 6.4 9.4 9.7 14.5 13.4 18.8 17.5 22.3 21.8 25.1 26.4 27.4 31.3 30.0 36.5 32.7 42.1 34.0 48.2 36.3 254 107 0 4 CHANNEL .3 1100. .0040 12.012.0 .016 .50 0 OVERFLOW 10.0 1100. .0040 20.0 20.0 .020 10.00 270 272 0 4 CHANNEL, 10.0 1000. .0001 2.0 2.0 .035 5.00 0 OVERFLOW 10.0 1000. .0001 2.0 2.0 .035 100.00 271 272 8 3 .0 1. .0010 .0 .0 .001 10.00 -1 TIME IN HRS VS INFLOW IN CPS .0 .0 .1 155.0 .2 155.0 .3 155.0 .5 155.0 1.0 155.0 2.0 155.0 3.0 155.0 272 12 0 1 CHANNEL 10.0 100. .0001 2.0 2.0 .035 25.00 0 278 247 13 2 PIPE .0 360. .0083 .0 .0 .013 .00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 9.0 .4 20.5 1.0 41.0 2.1 60.0 3.5 78.0 5.3 91.0 7.3 100.7 9.6 107.6 12.1 115.0 14.8 122.0 17.7 128.6 20.8 134.8 279 46 4 2 PIPE 1 50. .0050 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .2 4.0 .8 13.0 2.1 20.0 280 279 0 1 CHANNEL 2.0 1400. .0100 4.0 4.0 .060 5.00 0 290 270 0 5 PIPE 5.0 100. .0006 .0 .0 .013 5.00 0 OVERFLOW 36.0 100. .0006 20.0 20.0 .020 10.00 300 301 8 3 .0 1. .0010 .0 .0 .001 10.00 -1 TIME IN HRS VS INFLOW IN CIS .0 .0 .1 80.0 .2 80.0 .5 80.0 1.0 80.0 2.0 80.0 3.0 80.0 4.0 80.0 301 33 0 3 .0 1. .0010 .0 .0 .001 10.00 0 318 319 0 1 CHANNEL 4.0 1900. .0110 4.0 4.0 .035 6.00 319 16 0 3 .0 1. .0010 .0 .0 .001 10.00 0 320 19 7 2 PIPE .1 10. .1000 .0 .0 .100 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .2 16.0 .6 30.0 1.4 45.0 2.4 54.0 3.8 62.0 5.1 208.0 321 35 11 2 PIPE 1 10. .1000 .0 .0 .100 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 5.0 .1 10.0 .3 13.0 .4 22.0 .6 33.0 .8 45.0 1.0 55.0 1.2 70.0 1.4 82.5 1.6 97.6 362 374 0 4 CHANNEL .5 1100. .0080 12.0 12.0 .016 .50 OVERFLOW 10.0 1100. .0080 20.0 20.0 .020 5.00 364 399 0 4 CHANNEL .5 1800. .0080 12.0 12.0 .016 .50 OVERFLOW 10.0 1800. .0080 20.0 20.0 .020 5.00 365 369 0 4 CHANNEL .5 2300. .0070 12.0 12.0 .016 .50 OVERFLOW 10.0 2300. .0070 20.0 20.0 .020 5.00 366 371 0 1 CHANNEL 10.0 2150. .0050 4.0 4.0 .035 5.00 367 244 0 1 CHANNEL 5.0 2200. .0100 10.0 10.0 .060 3.00 368 372 0 4 CHANNEL .5 1400. .0110 12.0 12.0 .016 .50 OVERFLOW 10.0 1400. .0110 20.0 20.0 .020 5.00 369 244 0 1 CHANNEL 5.0 570. .0050 4.0 4.0 .035 5.00 370 244 0 5 PIPE 2.0 950, .0070 .0 .0 .013 2.00 0 OVERFLOW 2.0 950. .0070 20.0 20.0 .020 5.00 371 243 0 1 CHANNEL 17.0 800. .0050 3.0 3.0 .035 5.00 372 40 0 4 CHANNEL .5 1000. .0110 12.0 12.0 .016 .50 OVERFLOW 10.0 1000. .0110 20.0 20.0 .020 5.00 373 243 0 5 PIPE 2.5 2300. .0100 .0 .0 .013 2.50 0 OVERFLOW 2.0 2300. .0100 20.0 20.0 .020 5.00 374 245 0 4 CHANNEL .5 1050. .0040 12.0 12.0 .016 .50 OVERFLOW 10.0 1050. .0040 20.0 20.0 .020 5.00 375 245 0 5 PIPE 3.0 1900. .0020 .0 .0 .015 3.00 0 OVERFLOW 2.0 1800. .0020 20.0 20.0 .020 5.00 399 370 7 2 PIPE .1 50. .0100 .0 .0 .015 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 1.7 .6 2.7 1.7 3.4 3.2 4.1 4.9 4.6 6.4 5.0 U=AL NUMBER OF GUTTERS/PIPES, 116 1 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O 0 0 0 00 O, DEVELOPED CONDITIONS 1995 100-YEAR STORM (FILE: 434011s3.det) REVISION OF SWMM TO INCLUDE COVENTRY AND WESTBURY SUBDIVISION-03/24/95 ARRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES GUTTER TRIBUTARY GUTTER/PIPE TRIBUTARY SUBAREA D.A.(AC) 5 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30.5 6 0 0 0 0 0 0 0 0 0 0 2 3 4 0 0 0 0 0 0 0 30.5 7 330 332 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 58.2 9 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1.3 10 11 0 0 0 0 0 0 0 0 0 51 0 0 0 0 0 0 0 0 0 1659.3 11 100 0 0 0 0 0 0 0 0 0 52 0 0 0 0 0 0 0 0 0 1561.6 12 13 272 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1471.8 13 14 261 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1396.0 14 15 33 0 0 0 0 0 0 0 0 54 0 0 0 0 0 0 0 0 0 1285.0 15 16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 549.4 16 9 5 17 319 0 0 0 0 0 0 58 59 0 0 0 0 0 0 0 0 549.4 17 18 39 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 146.8 18 0 0 0 0 0 0 0 0 0 0 71 0 0 0 0 0 0 0 0 0 9.7 19 273 320 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 273.0 20 21 221 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 269.3 21 22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 229.6 22 185 222 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 229.6 23 26 31 34 0 0 0 0 0 0 0 79 0 0 0 0 0 0 0 0 0 103.2 24 230 37 0 0 0 0 0 0 0 0 175 0 0 0 0 0 0 0 0 0 145.8 25 0 0 0 0 0 0 0 0 0 0 75 0 0 0 0 0 0 0 0 0 67.7 26 0 0 0 0 0 0 0 0 0 0 186 0 0 0 0 0 0 0 0 0 13.7 27 0 0 0 0 0 0 0 0 0 0 74 0 0 0 0 0 0 0 0 0 3.7 28 0 0 0 0 0 0 0 0 0 0 88 0 0 0 0 0 0 0 0 0 7.4 29 28 0 0 0 0 0 0 0 0 0 73 0 0 0 0 0 0 0 0 0 19.3 30 356 355 357 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 89.6 31 0 0 0 0 0 0 0 0 0 0 80 0 0 0 0 0 0 0 0 0 21.4 32 0 0 0 0 0 0 0 0 0 0 68 0 0 0 0 0 0 0 0 0 50.7 33 102 103 301 0 0 0 0 0 0 0 159 63 0 0 0 0 0 0 0 0 723.1 34 0 0 0 0 0 0 0 0 0 0 86 0 0 0 0 0 0 0 0 0 29.9 35 321 0 0 0 0 0 0 0 0 0 60 0 0 0 0 0 0 0 0 0 93.7 36 0 0 0 0 0 0 0 0 0 0 67 0 0 0 0 0 0 0 0 0 34.7 37 0 0 0 0 0 0 0 0 0 0 176 0 0 0 0 0 0 0 0 0 14.6 38 104 0 0 0 0 0 0 0 0 0 62 0 0 0 0 0 0 0 0 0 160.1 39 30 0 0 0 0 0 0 0 0 0 72 0 0 0 0 0 0 0 0 0 137.1 40 372 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16.1 42 43 0 0 0 0 0 0 0 0 0 61 0 0 0 0 0 0 0 0 0 406.2 43 243 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 389.9 44 0 0 0 0 0 0 0 0 0 0 77 0 0 0 0 0 0 0 0 0 16.7 45 0 0 0 0 0 0 0 0 0 0 84 0 0 0 0 0 0 0 0 0 22.2 46 279 0 0 0 0 0 0 0 0 0 177 0 0 0 0 0 0 0 0 0 37.0 47 44 200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 107.9 48 47 49 0 0 0 0 0 0 0 0 178 0 0 0 0 0 0 0 0 0 178.2 49 50 100 101 102 103 104 105 107 185 200 201 202 203 204 205 206 207 208 210 211 221 222 230 243 244 245 247 254 261 262 270 271 272 273 0 0 0 0 0 0 0 0 0 0 48 0 0 0. 0 0 0 0 0 0 211 0 0 0 0 0 0 0 0 0 210 0 0 0 0 0 0 0 0 0 35 42 0 0 0 0 0 0 0 0 245 0 0 0 0 0 0 0 0 0 244 0 0 0 0 0 0 0 0 0 32 0 0 0 0 0 0 0 0 0 19 254 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 201 208 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 207 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 205' 0 0 0 0 0 0 0 0 0 206 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 203 0 0 0 0 0 0 0 0 0 202 204 0 0 0 0 0 0 0 0 12 0 0 0 0 0 0 0 0 0 101 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24 25 0 0 0 0 0 0 0 0 23 0 0 0 0 0 0 0 0 0 371 373 0 0 0 0 0 0 0 0 367 369 370 0 0 0 0 0 0 0 38 374 375 0 0 0 0 0 0 0 45 46 278 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 262 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 290 0 0 0 0 0 0 0 0 0 0 0 0 0 0'0 0 0 0 0 270 271 0 0 0 0 0 0 0 0 27 0 0 0 0 0 0 0 0 0 78 0 0 0 0 0 0 0 0 0 58.8 0 0 0 0 0 0 0 0 0 0 178.2 0 0 0 0 0 0 0 0 0 0 1526.5 0 0 0 0 0 0 0 0 0 0 1492.1 0 0 0 0 0 0 0 0 0 0 499.9 0 0 0 0 0 0 0 0 0 0 200.9 0 0 0 0 0 0 0 0 0 0 112.2 0 0 0 0 0 0 0 0 0 0 50.7 0 0 0 0 0 0 0 0 0 0 289.7 85 0 0 0 0 0 0 0 0 0 16.1 0 0 0 0 0 0 0 0 0 0 91.2 82 0 0 0 0 0 0 0 0 0 32.8 0 0 0 0 0 0 0 0 0 0 16.2 181 0 0 0 0 0 0 0 0 0 16.2 81 0 0 0 0 0 0 0 0 0 42.2 0 0 0 0 0 0 0 0 0 0 17.8 182 0 0 0 0 0 0 0 0 0 17.8 0 0 0 0 0 0 0 0 0 0 16.2 0 0 0 0 0 0 0 0 0 0 58.4 65 0 0 0 0 0 0 0 0 0 1492.1 53 0 0 0 0 0 0 0 0 0 1526.5 76 0 0 0 0 0 0 0 0 0 39.7 0 0 0 0 0 0 0 0 0 0 213.5 0 0 0 0 0 0 0 0 0 0 103.2 0 0 0 0 0 0 0 0 0 0 389.9 0 0 0 0 0 0 0 0 0 0 112.2 0 0 0 0 0 0 0 0 0 0 200.9 83 0 0 0 0 0 0 0 0 0 300.8 70 0 0 0 0 0 0 0 0 0 16.7 55 0 0 0 0 0 0 0 0 0 111.0 56 0 0 0 0 0 0 0 0 0 99.5 0 0 0 0 0 0 0 0 0 0 75.8 0 0 0 0 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 0 0 75.8 0 0 0 0 0 0 0 0 0 0 3.7 278 279 2.80 287 288 290 300 301 318 319 320 321 330 332 333 353 354 355 356 357 362 364 365 366 367 368 369 370 371 372 373 374 375 379 381 50 0 0 0 0 0 0 0 0 0 180 0 0 0 0 0 0 0 0 0 208.0 280 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25.5 0 0 0 0 0 0 0 0 0 0 179 0 0 0 0 0 0 0 0 0 25.5 288 0 0 0 0 0 0 0 0 0 87 0 0 0 0 0 0 0 0 0 38.1 0 0 0 0 0 0 0 0 0 0 90 0 0 0 0 0 0 0 0 0 7.9 0 0 0 0 0 0 0 0 0 0 57 0 0 0 0 0 0 0 0 0 75.8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 107 0 0 0 0 0 0 0 0 0 69 0 0 0 0 0 0 0 0 0 296.3 105 318 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 347.0 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 269.3 36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 34.7 383 0 0 0 0 0 0 0 0 0 351 0 0 0 0 0 0 0 0 0 44.2 0 0 0 0 0 0 0 0 0 0 352 0 0 0 0 0 0 0 0 0 14.0 379 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3.7 7 0 0 0 0 0 0 0 0 0 350 0 0 0 0 0 0 0 0 0 66.6 29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19.3 354 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19.3 353 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 66.6 333 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3.7 0 0 0 0 0 0 0 0 0 0 162 0 0 0 0 0 0 0 0 0 24.7 0 0 0 0 0 0 0 0 0 0 164 0 0 0 0 0 0 0 0 0 32.9 0 0 0 0 0 0 0 0 0 0 165 0 0 0 0 0 0 0 0 0 27.0 247 0 0 0 0 0 0 0 0 0 166 0 0 0 0 0 0 0 0 0 327.5 0 0 0 0 0 0 0 0 0 0 167 0 0 0 0 0 0 0 0 0 21.5 0 0 0 0 0 0 0 0 0 0 168 0 0 0 0 0 0 0 0 0 13.0 365 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 27.0 399 0 0 0 0 0 0 0 0 0 170 0 0 0 0 0 0 0 0 0 63.7 366 0 0 0 0 0 0 0 0 0 171 0 0 0 0 0 0 0 0 0 350.7 368 0 0 0 0 0 0 0 0 0 172 0 0 0 0 0 0 0 0 0 16.1 0 0 0 0 0 0 0 0 0 0 173 0 0 0 0 0 0 0 0 0 39.2 362 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24.7 40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16.1 0 0 0 0 0 0 0 0 0 0 89 0 0 0 0 0 0 0 0 0 3.7 384 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3.1 382 287 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 38.1 383 382 381 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 41.2 384 0 0 0 0 0 0 0 0 0 0 380 0 0 0 0 0 0 0 0 0 3.1 399 364 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 32.9 ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 16 TO GUTTER 7 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 20 TO GUTTER 13 COMP THROUGH DIVERSION WAIL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUITFR 21 TO GUTTER 13 COMP TILROUGH DIVERSION WILL LAG ONE T M STIR UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 40 TO GUTTER 13 COMP THROUGH DIVERSION WAIL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 47 TO GUTTER 13 COMP THROUGH DIVERSION WAIL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 60 TO GUTTER 4 COMP THROUGH DIVERSION WAIL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TRIR STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 94 TO GUTTER 8 COMP THROUGH DIVERSION WILL JAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. ORDER OF TREE STRUCTURE (NGUT VALUE) DECREASES THROUGH DIVERSION FROM GUTTER 10370 GUTTER 7 COMP THROUGH DIVERSION WILL LAG ONE TIME STEP UNLESS GUTTER CARDS ARE MODIFIED TO REVERSE DIVERSION. 0HDDROGRAPHS WILL BE STORED FOR THE FOLLOWING 9 POINTS 287 27 28 29 18 30 318 254 320 1 ❑ 0 0 0 0 0 00 00 0 0 0 0 0 ❑, DEVELOPED CONDITIONS 1995 100-YEAR STORM (FILE: 43401193.dat) REVISION OF SWMM TO INCLUDE COVENTRY AND WESTBURY SUBDIVISION-03/24/95 HYDROGRAPHS ARE IISTED FOR THE FOLLOWING 9 CONVEYANCE ELEMENTS THE UPPER NUMBER IS DISCHARGE IN CFS THE LOWER NUMBER IS ONE OF THE FOLLOWING CASES: () DENOTES DEPTH ABOVE INVERT IN FEET (S) DENOTES STORAGE IN AC -FT FOR DETFNSION DAM. DISCHARGE INCLUDES SPILLWAY OUTFLOW. (I) DENOTES GUTTER INFLOW IN CFS FROM SPECIFIED INFLOW HYDROGRAPH (D) DENOTES DISCHARGE IN CFS DIVERTED FROM THIS GUTTER (0) DENOTES STORAGE IN AC -FT FOR SURCHARGED GUTTER TAE(HR/MIN) 287 27 28 29 18 30 318 254 320 0 2. 0. 0. 0. 0. 0. 0. 0. 0. 0. .0O .0(D) .O(D) .0O .0O .0O .0O .0O •O(D) 0 12. 0. 0. 0. 0. 0. 0. 0. 1. 0. .1() .0(D) .0(D) .0() •J() •0() •1() •2() •O(D) 0 22. 7. 2. 3. 7. 7. 0. 4. 10. 0. .6() -MD) •o(D) -3() •6() •0() A() •5() •O(D) 0 32. 40. 10. 15. 44. 33. 1. 27. 47. 0. 1.2() .O(D) .0(D) .7() 1.2() .0() 1.0() .9() .O(D) 0 42. 59. 11. 21. 60. 40. 3. 44. 61. 0. 1.4() .0(D) .O(D) .8() 1.3() .0() 1.3() 1.0() .O(D) 0 52. 45. 7. 14. 39. 22. 5. 37. 36. 0. 1.2() .O(D) .O(D) .7() 1.0() -0() 1.2() •8() A(D) 1 2. 36. 5. 10. 26. 12. 6. 31. 22. 0. 1.1() .O(D) .0(D) .5() .8() .0() 1.1() •7() .O(D) 1 12. Z8. 3. 7. 17. 7. 6. 28. 13. 0. 1.0() .O(D) .0(D) A() .6() .0() 1.0() .6() AM) 1 22. 23. 2. 5. 12. 5. 7. 25. 8. 0. .9() .0(D) .O(D) .4() .5() .0() 1.0() .5( ) .0(D) 1 32. 19. 2. 4. 9. 3. 7. 24. 6. 0. .9() .0(D) .0(D) .3() .4() .0() .9() .4( ) .0(D) 1 42. 17. 1. 3. 7. 3. 7. 22. 4. 0. .8() .0(D) .0(D) .3() .4() •0() •9() A( ) •0(D) 1 52. 15. 1. 2. 6. 2. 7. 21. 3. 0. .8() .O(D) .0(D) .2() •3() •0() •9() A() •O(D) 2 2. 13. 1. 2. 5. 2. 7. 19. 2. 0. .7() .0(D) .O(D) .2() .3() .0() .8() .3() .0(D) 2 12. 11. 1. 1. 3. 1. 7. 17. 2. 0. .7O .0(D) .0(D) .2O .2O .0O .8O .3O .0(D) 2 22. 9. 0. 1. 3. 1. 7. 12. 1. 0. .6() .0(D) .0(D) .1( ) .2() .0() .7() .2() .0(D) 2 32. S. 0. 1. 2. 0. 6. 6. 1. 0. .6() .0(D) .0(D) .1( ) .1() .0() .5() .2() .0(D) 2 42. 7. 0. 1. 2. 0. 6. 4. 1. 0. .6O .0(D) .0(D) .1( ) .1( ) .0O .4O .2O .0(D) 2 52. 7. 0. 1. 1. 0. 6. 3. 0. 0. .5() .0(D) .0(D) .1( ) .1( ) .0() .3() .1() .0(D) 3 2. 6. 0. 0. 1. 0. 6. 2. 0. 0. .5( ) .0(D) AD) .1( ) .1() .0() .3() .1() AD) 3 12. 6. 0. 0. 1. 0. 6. 2. 0. 0. .5() .O(D) .0(D) .1( ) .1() .0() .2() .1() .O(D) 3 22. S. 0. 0. 1. 0. 6. 2. 0. 0. .5() .0(D) .0(D) .1( ) .1( ) .0() .2() .1() .0(D) 3 32. 5. 0. 0. 1. 0. 6. 2. 0. 0. .5() .0(D) .O(D) .1( ) .0() .0() .2() .1( ) .0(D) 3 42. 4. 0. 0. 1. 0. 5. 1. 0. 0. .4() .0(D) .0(D) .1( ) .0() .0() .2() .1( ) .0(D) 3 52. 4. 0. 0. 0. 0. 5. 1. 0. 0. .4() .0(D) .0(D) .1( ) .0() .0() .2() .1( ) .0(D) 4 2. 4. 0. 0. 0. 0. 5. 1. 0. 0. A() .O(D) .0(D) .0() .0() .0() .2() .1() .0(D) 4 12. 3. 0. 0. 0. 0. 5. 1. 0. 0. AO .O(D) .o(D) •0O •OO .0O •2O •1O •O(D) 4 22. 3. 0. 0. 0. 0. 5. 1. 0. 0. .4() .0(D) .0(D) .0() .0() .0() .2() .0() .0(D) 4 32. 3. 0. 0. 0. 0. 5. 1. 0. 0. A() .0(D) .0(D) .0() .0() .0() .2() .0() .0(D) 4 42. 3. 0. 0. 0. 0. 5. 1. 0. 0. .4O .O(D) .O(D) .0O .0O .0O •2O .0O •O(D) 4 52. 3. 0. 0. 0. 0. 4. 1. 0. 0. .3() .0(D) .O(D) .0() .0() .0() .2() .0() .0(D) 5 2. 2. 0. 0. 0. 0. 4. 1. 0. 0. .3() .0(D) .O(D) .0() .0() .0() .2() .0() .0(D) 5 12. 2. 0. 0. 0. 0. 4. 1. 0. 0. .3() .0(D) .0(D) .0( ) .0( ) .0( ) .2() .0() .0(D) 5 22. 2. 0. 0. 0. 0. 4. 1. 0. 0. .3() .0(D) .0(D) .0() .0() .0() .1( ) .0() AD) 5 32. 2. 0. 0. 0. 0. 4. 1. 0. 0. .3() .0(D) .0(D) .0() .0() .0() .1() .0() AD) 5 42. 2. 0. 0. 0. 0. 4. 1. 0. 0. .3() .0(D) .0(D) .0() .0() .0() .1( ) .0() .0(D) 5 52. 2. 0. 0. 0. 0. 4. 1. 0. 0. .3() .0(D) •O(D) .0() .0() .0() .1() .0() AD) 6 2. 2. 0. 0. 0. 0. 4. 1. 0. 0. .3() .0(D) .0(D) .0() .0() .0() .1( ) .0() .O(D) 6 12. 2. 0. 0. 0. 0. 3. 1. 0. 0. . .3() .0(D) .0(D) .0() A) .0() .1() .0() •O(D) 6 22. 1. 0. 0. 0. 0. 3. 1. 0. 0. .3() .0(D) .0(D) .0() .0() .0() .1( ) .0() AD) 6 32. 1. 0. 0. 0. 0. 3. 1. 0. 0. .2() .0(D) .0(D) .0() .0() .0() A ) .0() AD) 6 42. 1. 0. 0. 0. 0. 3. 1. 0. 0. .2O .O(D) .O(D) .0O .0O •00 -10 •0O AD) 6 52. 1. 0. 0. 0. 0. 3. 1. 0. 0. .2() .O(D) .O(D) .0() .0() .0() .1() .0() A(D) 7 2, 1. 0. 0. 0. 0. 3. 0. 0. 0. .2O .0(D) .0(D) .0O .0O .0O .1( ) .0O .O(D) 7 12. 1. 0. 0. 0. 0. 3. 0. 0. 0. .2() .O(D) .0(D) .0() .0() .0() .1() .0() •O(D) 7 22. 1. 0. 0. 0. 0. 3. 0. 0. 0. .2O .0(D) .0(D) .0O .0O .0O .1O .0O O(D) 7 32. 1. 0. 0. 0. 0. 3. 0. 0. 0. .2O .0(D) .0(D) .0O .00 .0O .1( ) .0O •O(D) 7 42. 1. 0. 0. 0. 0. 3. 0. 0. 0. .2() .O(D) .O(D) .0() .0() .0() .1() .0() .0(D) 7 52. 1. 0. 0. 0. 0. 3. 0. 0. 0. .2() .0(D) .0(D) .0() .0() .0() .1() .0() AD) 8 2. 1. 0. 0. 0. 0. 3. 0. 0. 0. .2() .O(D) .0(D) .0() .0( ) .0() .1() .0() •O(D) 8 12. 1. 0. 0. 0. 0. 2. 0. 0. 0. .2O .0(D) .O(D) .0O .0O .0O .10 •00 A(D) 8 22. 1. 0. 0. 0. 0. 2. 0. 0. 0. .2O .O(D) A(D) .0O .0O .0O .1O .0O .O(D) 8 32. 1. 0. 0. 0. 0. 2. 0. 0. 0. .2() .O(D) .O(D) .0() .0() .0() .1() .0() .O(D) 8 42. 1. 0. 0. 0. 0. 2. 0. 0. 0. .2() .O(D) .0(D) .0() .0() .0() .1() .0() •O(D) 8 52. 1. 0. 0. 0. 0. 2. 0. 0. 0. .2() .0(D) .O(D) .0() .0() .0() .1() .0() •O(D) 9 2. 1. 0. 0. 0. 0. Z. 0. 0. 0. .2O .O(D) .o(D) .0O .0O .0O .1( ) .0O .0(D) 9 12. 1. 0. 0. 0. 0. 2. 0. 0. 0. .1() .0(D) .0(D) .0() .0() .0() .1() .0() .0(D) 9 22. 0. 0. 0. 0. 0. 2. 0. 0. 0. .1() .0(D) .0(D) .0() .0() .0() .1() .0() .0(D) 9 32. 0. 0. 0. 0. 0. 2. 0. 0. 0. .1O .O(D) .O(D) .0O .0O .0O .1O .0O .O(D) 9 42. 0. 0. 0. 0. 0. 2. 0. 0. 0. .1() .0(D) .0(D) .0() .0() .0() .1() .0() .0(D) 9 52. 0. 0. 0. 0. 0. 2. 0. 0. 0. .1() .0(D) .0(D) .0() .0() .0() .1() .0() .0(D) 10 2. 0. 0. 0. 0. 0. 2. 0. 0. 0. .1() .0(D) .0(D) .0() .0() .0() .1() .0() .0(D) 10 12. 0. 0. 0. 0. 0. 2. 0. 0. 0. .1() .0(D) .0(D) .0() .0() .0() .1() .0() .0(D) 10 22. 0. 0. 0. 0. 0. 2. 0. 0. 0. .1O .o(D) .O(D) .0( ) .0O .0O .1O .0O .0(D) 10 32. 0. 0. 0. 0. 0. 2. 0. 0. 0. .1( ) .0(D) .0(D) .0O .0O .0O .1O .0O .0(D) 10 42. 0. 0. 0. 0. 0. 2. 0. 0. 0. .1() .0(D) .0(D) .0( ) .0() .0() .1() .0() .0(D) 10 52. 0. 0. 0. 0. 0. 2. 0. 0. 0. .1( ) .0(D) .0(D) .0( ) .0() .0() .1() .0() .0(D) 11 2. 0. 0. 0. 0. 0. 2. 0. 0. 0. .1() .0(D) .0(D) .0( ) .0() .0() .1() .0() .0(D) 11 12. 0. 0. 0. 0. 0. 1. 0. 0. 0. .1() .0(D) .0(D) .0() .0() .0() .1( ) .0() .0(D) 11 22. 0. 0. 0. 0. 0. 1. 0. 0. 0. .1( ) .0(D) .0(D) .0( ) .0() .0() .1( ) .0() .0(D) 11 32. 0. 0. 0. 0. 0. 1. 0. 0. 0. .1( ) .0(D) .0(D) .0( ) .0() .0() .1( ) .0() .0(D) 11 42. 0. 0. 0. 0. 0. 1. 0. 0. 0. .1() .0(D) .0(D) .0() .0() .0() .1() .0() .0(D) 11 52. 0. 0. 0. 0. 0. 1. 0. 0. 0. .1() .0(D) .0(D) .0( ) .0() .0() .0() •0() .0(D) 12 2. 0. 0. 0. 0. 0. 1. 0. 0. 0. .1() .0(D) .0(D) .0() .0() .0() .0() .0() .0(D) 12 12. 0. 0. 0. 0. 0. 1. 0. 0. 0. .1O .0(D) .0(D) .0O .0O .0O .0O .0O .0(D) 12 22. 0. 0. 0. 0. 0. 1. 0. 0. 0. A( ) .0(D) .0(D) .0() .0() .0() .0() .0() .0(D) 12 32. 0. 0. 0. 0. 0. 1. 0. 0. 0. .1( ) .0(D) .0(D) .0() .0( ) .0() .0() .0() .0(D) 12 42. 0. 0. 0. 0. 0. 1. 0. 0. 0. .1() .0(D) .0(D) .0() .0() .0() .0() .0() AD) 12 52. 0. 0. 0. 0. 0. 1. 0. 0. 0. .1() .0(D) .0(D) .0() .0() .0() .0() .0() .0(D) ❑ 0 0 0 oy O 0 0 0fib1;, DEVELOPED CONDITIONS 1995 100-YEAR STORM (Fn E: 434011s3.dat) REV131ON OF SWMM TO INCLUDE COVENTRY AND WESTBURY SUBDIVISION-03/24/95 *w PEAK FLAWS, STAGES AND STORAGES OF GUTTERS AND DETFNSION DAMS *** CONVEYANCE PEAK STAGE STORAGE TIME ELEMENT (CFS) " (AC-Fl) (IRIMN) 206 60. 1.8 0 36. 203 56. 1.8 0 36. 205 28. .0 1.6 0 58. 207 27. .0 1A 0 54. 204 78. 2.2 0 38. 202 20. 1.3 1 6. 34 169. 2.3 0 34. 31 139. 3.6 0 34. 26 56. 1.5 0 38. 208 78. (DIRECT FLOW) 0 38. 201 117. 3.2 040. 23 479. 3.2 0 38. 200 186. 3.5 0 42. 44 64. 1.1 0 36. 37 81. .5 0 34. 230 0. .1 18.3 8 44. 288 3. .1 .9 1 36. 49 154. 2.7 0 42. 47 236. (DIRECTFLOW) 0 42. 25 276. 3.6 0 36. 24 118. 3.8 0 44. 384 19. .8 0 34. 287 63. 1.4 0 36. 48 417. 3.7 0 44. 780 103. 16 0 38. 222 376. (DIRECT FLOW) 0 40. 185 59. 1.7 0 36. 381 1. 1 .5 1 34. 382 3. 1 4.5 4 32. 50 418. 5.3 0 44. 279 0. .1 5.1 10 0. 22 0. 1 23.3 13 0. 383 3. .4 3 50. 364 107. 1.0 0 38. 278 127. .0 17.2 1 30. 46 34. 1.5 0 40. 45 112. 25 0 36. 221 160. 2.5 0 38. 21 0. .0 13 0. 28 24. .5 0 36. 332 94. .4 0 34. 330 23. .2 0 34. 399 0. 1 3.9 8 14. 365 97. 1.0 0 38. 247 33. .0 37.9 4 36. 20 160. (DIRECT FLAW) 0 38. 27 15. .5 0 36. 379 15. .5 0 36. 29 68. .9 0 36. 7 88. .8 0 36. 368 56. .8 0 36. 370 118. 3.0 0 36. 369 95. 2.1 0 42. 367 57. 1.4 0 44. 366 87. 1.6 0 42. 320 0. .1 7.9 13 0. 273 2. .1 .4 1 28. 333 2. .1 .5 1 24. 354 5. .1 2.7 1 58. 353 0. .1 7.8 13 0. 372 66. .8 0 38. 244 253. (DMECTFL.OW) 0 40. 373 123. 3.4 0 40. 371 151. 1.8 0 40. --)P 254 72. 1.0 0 36. < + 19 2. .2 1 36. 357 2. .3 1 30. 355 5. (DIRECT FLOW) 1 58. 356 0. .0 0 18. 40 63. .8 0 42. 362 98. 1.0 0 36. 104 17. .1 11.6 2 4. 243 274. (DIRECT FLAW) 0 40. 36 116. 1.1 0 36. ^� 107 24. .1 1.3 1 2. 4NE" 32 165. 1.2 0 38. 30 7. (DIRECT FLAW) 1 44. 375 43. 3.6 0 52. 374 84. 1.1 0 40. 38 201. 2.6 0 36. 43 274. .1 0 40. 321 78. .1 1.3 0 48. 319 44. 1.3 0 40. 105 27. .1 7.1 1 28. 39 98. 2.0 0 42. 18 50. 1.5 0 36. 6 180. 2.0 0 34. 300 32. (DIRECT FLOW) 0 2. 245 298. (DIRECT FLAW) 0 38. 42 320. 3.3 0 40. 35 249. 1.2 0 36. 319 51. (DIRECTFLAW) 1 26. 17 138. 2.8 0 42. 5 0. 1 5.5 6 0. 9 10. .2 0 34. 301 32. (DIRECTFLAW) 0 2. 103 221. 1 6.6 0 50. 102 371. 1 16.6 0 56. 16 222. 2.6 0 46. 290 334. 6.8 0 36. 262 347. 4.4 0 44. 33 178. .1 15.4 1 38. 15 0. .1 28.1 13 0. 271 186. (DIRECT FLAW) 0 6. 270 205. 6.9 0 48. 261 374. 4.8 0 46. 14 181. 1.5 1 38. 272 360. 9.6 0 48. 13 473. 3.3 0 50. 12 830. 6.5 0 50. 210 968. (DIRECTFLOW) 0 50. 101 864. .5 4.3 0 50. 211 919. (DIRECT FLAW) 0 50. 100 76Z .5 22.3 1 6. 11 779. 4.8 1 10. 10 823. 4.4 1 16. 1 823. (DIRECTFLOW) 1 16. ENDPROGRAM PROGRAM CALLED