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RESUB1 Storm_Drainage_Report+3.4.2022_9.02.53_AM+2717290
m J V1 N v FNGINeEP Drainage Memorandum To: City of Edmonds From: Chris Tebaldi, P.E., Tebaldi Engineering, LLC Date: February 15, 2022 Re: Alexander Single Family Residence Addition 2/15/2022 This project is located in City of Edmonds on tax parcel number 00456000001000. The project proposes to construct an addition to the existing single-family residence on the subject property. The existing topography ranges from elevation 358 to elevation 326. The site gently slopes from east to west in the vicinity of the proposed addition and the slope ranges from 0 to 5 percent. The property is currently an existing single- family residence with associated driveway, pavement and landscaping. The proposed addition consists of a re -roof of a portion of the existing roof, additional roof overhang and new deck and stairs. The proposed project is subject to the City of Edmonds stormwater requirements which follow the 2014 Department of Ecology stormwater requirements. The portion of re -roof would not be considered new or replaced impervious since there is no demolition down to the foundation of the structure. The new portion of roof (approx. 568 square feet) is considered new/replaced impervious surface. The proposed deck (approx. 324 square feet) would not be considered impervious surface. Although, even including the deck, the project would be less than the thresholds that trigger LID and flow control as the total new/replaced impervious surface is less than 2,000 square feet. The proposed roof addition gutters will be directed to the existing downspout outfall locations. www.tebaIdiengineering.com 4625 126t" Ave E, Edgewood, WA 98372 (206) 450-5096 WWHM2012 PROJECT REPORT General Model Information Project Name: default[5] Site Name: Alexander Site Address: City: Report Date: 2/15/2022 Gage: Everett Data Start: 1948/10/01 Data End: 2009/09/30 Timestep: 15 Minute Precip Scale: 0.800 Version Date: 2019/09/13 Version: 4.2.17 POC Thresholds Low Flow Threshold for POC1: 50 Percent of the 2 Year High Flow Threshold for POC1: 50 Year default[5] 2/15/2022 5:59:34 PM Page 2 Landuse Basin Data Predeveloped Land Use Basin 1 Bypass: No GroundWater: No Pervious Land Use acre Pervious Total 0 Impervious Land Use acre ROADS FLAT 0.035 ROOF TOPS FLAT 0.044 Impervious Total 0.079 Basin Total 0.079 Element Flows To: Surface Interflow Groundwater default[5] 2/15/2022 5:59:34 PM Page 3 Mitigated Land Use Basin 1 Bypass: No GroundWater: No Pervious Land Use acre Pervious Total 0 Impervious Land Use acre ROADS FLAT 0.035 ROOF TOPS FLAT 0.057 Impervious Total 0.092 Basin Total 0.092 Element Flows To: Surface Interflow Groundwater default[5] 2/15/2022 5:59:34 PM Page 4 Routing Elements Predeveloped Routing default[5] 2/15/2022 5:59:34 PM Page 5 Mitigated Routing default[5] 2/15/2022 5:59:34 PM Page 6 Analysis Results POC 1 n A U 0 IL Cumulative Pmbability "� °' V_ xxma�� x x + + + +++ +++N'�+ j l_I 11111 0.01 u.m Percent Time Exceetlir�g 05 1 2 5 10 211 30 60 70 80 90 A5 95 99 99.5 1 + Predeveloped x Mitigated Predeveloped Landuse Totals for POC #1 Total Pervious Area: 0 Total Impervious Area: 0.079 Mitigated Landuse Totals for POC #1 Total Pervious Area: 0 Total Impervious Area: 0.092 Flow Frequency Method: Log Pearson Type III 17B Flow Frequency Return Periods for Predeveloped. POC #1 Return Period Flow(cfs) 2 year 0.025315 5 year 0.034513 10 year 0.041279 25 year 0.050629 50 year 0.058197 100 year 0.066301 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 0.029481 5 year 0.040193 10 year 0.048072 25 year 0.058961 50 year 0.067774 100 year 0.077211 Annual Peaks Annual Peaks for Predeveloped and Mitigated. POC #1 Year Predeveloped Mitigated 1949 0.024 0.027 1950 0.032 0.037 1951 0.027 0.031 1952 0.023 0.027 1953 0.032 0.037 1954 0.039 0.046 1955 0.029 0.034 1956 0.014 0.016 1957 0.024 0.028 1958 0.057 0.067 default[5] 2/15/2022 5:59:34 PM Page 7 1959 0.024 0.028 1960 0.021 0.025 1961 0.077 0.089 1962 0.029 0.033 1963 0.034 0.040 1964 0.018 0.021 1965 0.018 0.021 1966 0.019 0.022 1967 0.053 0.061 1968 0.028 0.033 1969 0.050 0.059 1970 0.020 0.023 1971 0.029 0.034 1972 0.038 0.044 1973 0.030 0.035 1974 0.038 0.044 1975 0.029 0.033 1976 0.020 0.023 1977 0.020 0.023 1978 0.016 0.018 1979 0.035 0.041 1980 0.018 0.021 1981 0.020 0.023 1982 0.020 0.024 1983 0.027 0.031 1984 0.024 0.028 1985 0.037 0.044 1986 0.033 0.039 1987 0.030 0.035 1988 0.023 0.027 1989 0.025 0.029 1990 0.017 0.020 1991 0.024 0.028 1992 0.023 0.027 1993 0.018 0.021 1994 0.018 0.020 1995 0.020 0.023 1996 0.024 0.028 1997 0.030 0.035 1998 0.034 0.039 1999 0.016 0.018 2000 0.047 0.055 2001 0.019 0.022 2002 0.018 0.021 2003 0.024 0.028 2004 0.045 0.053 2005 0.022 0.025 2006 0.026 0.031 2007 0.025 0.029 2008 0.021 0.024 2009 0.022 0.026 Ranked Annual Peaks Ranked Annual Peaks for Predeveloped and Mitigated. POC #1 Rank Predeveloped Mitigated 1 0.0768 0.0894 2 0.0572 0.0666 3 0.0527 0.0614 default[5] 2/15/2022 6:00:07 PM Page 8 4 0.0503 0.0586 5 0.0475 0.0553 6 0.0454 0.0529 7 0.0392 0.0457 8 0.0381 0.0443 9 0.0375 0.0437 10 0.0375 0.0436 11 0.0352 0.0409 12 0.0343 0.0399 13 0.0338 0.0393 14 0.0332 0.0386 15 0.0317 0.0369 16 0.0316 0.0368 17 0.0301 0.0350 18 0.0300 0.0350 19 0.0297 0.0346 20 0.0295 0.0343 21 0.0293 0.0342 22 0.0288 0.0335 23 0.0286 0.0333 24 0.0283 0.0329 25 0.0270 0.0314 26 0.0266 0.0309 27 0.0263 0.0307 28 0.0252 0.0294 29 0.0252 0.0293 30 0.0244 0.0284 31 0.0243 0.0283 32 0.0240 0.0279 33 0.0239 0.0278 34 0.0237 0.0276 35 0.0237 0.0276 36 0.0235 0.0274 37 0.0232 0.0270 38 0.0231 0.0269 39 0.0229 0.0267 40 0.0223 0.0260 41 0.0216 0.0251 42 0.0211 0.0246 43 0.0208 0.0243 44 0.0202 0.0236 45 0.0201 0.0234 46 0.0201 0.0234 47 0.0200 0.0233 48 0.0200 0.0233 49 0.0196 0.0228 50 0.0190 0.0221 51 0.0185 0.0216 52 0.0181 0.0211 53 0.0181 0.0211 54 0.0180 0.0210 55 0.0180 0.0209 56 0.0177 0.0206 57 0.0175 0.0204 58 0.0172 0.0200 59 0.0157 0.0183 60 0.0156 0.0182 61 0.0139 0.0162 default[5] 2/15/2022 6:00:07 PM Page 9 default[5] 2/15/2022 6:00:07 PM Page 10 Duration Flows Flow(cfs) Predev Mit Percentage Pass/Fail 0.0127 1296 2173 167 Fail 0.0131 1144 1914 167 Fail 0.0136 997 1702 170 Fail 0.0140 899 1531 170 Fail 0.0145 784 1380 176 Fail 0.0150 701 1238 176 Fail 0.0154 621 1102 177 Fail 0.0159 556 983 176 Fail 0.0163 492 900 182 Fail 0.0168 449 801 178 Fail 0.0173 405 734 181 Fail 0.0177 364 657 180 Fail 0.0182 322 595 184 Fail 0.0186 290 541 186 Fail 0.0191 265 486 183 Fail 0.0196 250 449 179 Fail 0.0200 223 414 185 Fail 0.0205 204 374 183 Fail 0.0209 185 343 185 Fail 0.0214 160 307 191 Fail 0.0219 145 281 193 Fail 0.0223 140 263 187 Fail 0.0228 127 250 196 Fail 0.0232 114 229 200 Fail 0.0237 105 208 198 Fail 0.0242 99 194 195 Fail 0.0246 92 175 190 Fail 0.0251 86 154 179 Fail 0.0255 81 144 177 Fail 0.0260 80 140 175 Fail 0.0265 74 128 172 Fail 0.0269 71 118 166 Fail 0.0274 68 109 160 Fail 0.0278 64 100 156 Fail 0.0283 61 97 159 Fail 0.0288 57 92 161 Fail 0.0292 54 86 159 Fail 0.0297 49 81 165 Fail 0.0301 45 80 177 Fail 0.0306 42 76 180 Fail 0.0311 40 71 177 Fail 0.0315 36 69 191 Fail 0.0320 30 66 220 Fail 0.0324 30 64 213 Fail 0.0329 27 62 229 Fail 0.0334 26 57 219 Fail 0.0338 25 55 220 Fail 0.0343 22 51 231 Fail 0.0347 21 47 223 Fail default[5] 2/15/2022 6:00:07 PM Page 11 0.0375 14 30 214 Fail 0.0380 13 28 215 Fail 0.0384 11 27 245 Fail 0.0389 11 26 236 Fail 0.0393 10 25 250 Fail 0.0398 10 23 230 Fail 0.0403 10 21 209 Fail 0.0407 10 21 209 Fail 0.0412 10 19 190 Fail 0.0416 10 19 190 Fail 0.0421 10 19 190 Fail 0.0426 9 18 200 Fail 0.0430 9 17 188 Fail 0.0435 9 15 166 Fail 0.0439 9 13 144 Fail 0.0444 9 11 122 Fail 0.0449 9 11 122 Fail 0.0453 8 11 137 Fail 0.0458 6 10 166 Fail 0.0462 6 10 166 Fail 0.0467 6 10 166 Fail 0.0472 6 10 166 Fail 0.0476 5 10 200 Fail 0.0481 5 10 200 Fail 0.0485 5 10 200 Fail 0.0490 5 10 200 Fail 0.0495 5 9 180 Fail 0.0499 5 9 180 Fail 0.0504 4 9 225 Fail 0.0508 4 9 225 Fail 0.0513 4 9 225 Fail 0.0518 4 9 225 Fail 0.0522 4 9 225 Fail 0.0527 4 8 200 Fail 0.0531 3 6 200 Fail 0.0536 3 6 200 Fail 0.0541 3 6 200 Fail 0.0545 3 6 200 Fail 0.0550 3 6 200 Fail 0.0554 3 5 166 Fail 0.0559 3 5 166 Fail 0.0564 3 5 166 Fail 0.0568 3 5 166 Fail 0.0573 1 5 500 Fail 0.0577 1 5 500 Fail 0.0582 1 5 500 Fail The development has an increase in flow durations from 1/2 Predeveloped 2 year flow to the 2 year flow or more than a 10% increase from the 2 year to the 50 year flow. The development has an increase in flow durations for more than 50% of the flows for the range of the duration analysis. default[5] 2/15/2022 6:00:07 PM Page 12 Water Quality Water Quality BMP Flow and Volume for POC #1 On-line facility volume: 0 acre-feet On-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. Off-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. default[5] 2/15/2022 6:00:07 PM Page 13 LID Report LILTesYinique Used for Total Volume Volume Infiltration Cumulative Percent Water Quality Percent Comment Treatment? Needs Through Volume Volume Volume Water Quality Treatment Facility (ac-ft) Infiltration Infiltrated Treated (ac-ft) (ac-ft) Credit Total Volume Infiltrated 0.00 0.00 0.00 0.00 0.00 0% No Treat. Credit Duration Compliance with LID Analysis Standard 8% of 2-yr to 50% of Result = 2 yr Failed default[5] 2/15/2022 6:00:07 PM Page 14 Model Default Modifications Total of 0 changes have been made. PERLND Changes No PERLND changes have been made. IMPLND Changes No IMPLND changes have been made. default[5] 2/15/2022 6:00:17 PM Page 15 Appendix Predeveloped Schematic asin 1 default[5] 2/15/2022 6:00:17 PM Page 16 Mitigated Schematic asin 1 default[5] 2/15/2022 6:00:17 PM Page 17 Predeveloped UCI File RUN GLOBAL WWHM4 model simulation START 1948 10 01 END RUN INTERP OUTPUT LEVEL 3 0 RESUME 0 RUN 1 END GLOBAL FILES <File> <Un#> END FILES OPN SEQUENCE 2009 09 30 UNIT SYSTEM 1 <-----------File Name ------------------------------>*** *** INGRP INDELT 00:15 IMPLND 1 IMPLND 4 COPY 501 DISPLY 1 END INGRP END OPN SEQUENCE DISPLY DISPLY-INFO1 # - #<---------- Title ----------- >***TRAN PIVL DIG1 FIL1 1 Basin 1 MAX END DISPLY-INFO1 END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 1 1 501 1 1 END TIMESERIES END COPY GENER OPCODE # # OPCD *** END OPCODE PARM # # K *** END PARM END GENER PERLND GEN-INFO PYR DIG2 FIL2 YRND 1 2 30 9 <PLS ><------- Name ------- >NBLKS Unit -systems Printer *** # - # User t-series Engl Metr *** in out *** END GEN-INFO *** Section PWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC *** END ACTIVITY PRINT -INFO <PLS > ***************** Print -flags ***************************** PIVL PYR # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC ********* END PRINT -INFO PWAT-PARM1 <PLS > PWATER variable monthly parameter value flags *** default[5] 2/15/2022 6:00:18 PM Page 18 # - # CSNO RTOP UZFG VCS VUZ VNN VIFW VIRC VLE INFO HWT *** END PWAT-PARM1 PWAT-PARM2 <PLS > PWATER input info: Part 2 *** # - # ***FOREST LZSN INFILT LSUR SLSUR KVARY END PWAT-PARM2 PWAT-PARM3 <PLS > PWATER input info: Part 3 *** # - # ***PETMAX PETMIN INFEXP INFILD DEEPFR BASETP END PWAT-PARM3 PWAT-PARM4 <PLS > PWATER input info: Part 4 *** # - # CEPSC UZSN NSUR INTFW IRC LZETP *** END PWAT-PARM4 PWAT-STATEI <PLS > *** Initial conditions at start of simulation ran from 1990 to end of 1992 (pat 1-11-95) RUN 21 *** # - # *** CEPS SURS UZS IFWS LZS AGWS END PWAT-STATEI END PERLND IMPLND GEN-INFO <PLS ><------- Name ------- > Unit -systems Printer *** # - # User t-series Engl Metr *** in out *** 1 ROADS/FLAT 1 1 1 27 0 4 ROOF TOPS/FLAT 1 1 1 27 0 END GEN-INFO *** Section IWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW IWAT SLD IWG IQAL *** 1 0 0 1 0 0 0 4 0 0 1 0 0 0 END ACTIVITY PRINT -INFO <ILS > ******** Print -flags ******** PIVL PYR # - # ATMP SNOW IWAT SLD IWG IQAL ********* 1 0 0 4 0 0 0 1 9 4 0 0 4 0 0 0 1 9 END PRINT -INFO IWAT-PARM1 <PLS > IWATER variable monthly parameter value flags *** # - # CSNO RTOP VRS VNN RTLI *** 1 0 0 0 0 0 4 0 0 0 0 0 END IWAT-PARM1 IWAT-PARM2 <PLS > IWATER input info: Part 2 *** # - # *** LSUR SLSUR NSUR RETSC 1 400 0.01 0.1 0.1 4 400 0.01 0.1 0.1 END IWAT-PARM2 IWAT-PARM3 <PLS > IWATER input info: Part 3 *** # - # ***PETMAX PETMIN 1 0 0 4 0 0 END IWAT-PARM3 AGWRC AGWETP GWVS default[5] 2/15/2022 6:00:18 PM Page 19 IWAT-STATEI <PLS > *** Initial conditions at start of simulation # - # *** RETS SURS 1 0 0 4 0 0 END IWAT-STATEI hhl��Nu1�11�1�] SCHEMATIC <-Source-> <Name> # Basin 1*** IMPLND 1 IMPLND 4 ******Routing****** END SCHEMATIC <--Area--> <-Target-> MBLK <-factor-> <Name> # Tbl# 0.035 COPY 501 15 0.044 COPY 501 15 NETWORK <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** COPY 501 OUTPUT MEAN 1 1 48.4 DISPLY 1 INPUT TIMSER 1 <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** END NETWORK RCHRES GEN-INFO RCHRES Name Nexits Unit Systems Printer *** # - #<------------------ >< --- > User T-series Engl Metr LKFG *** in out *** END GEN-INFO *** Section RCHRES*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # HYFG ADFG CNFG HTFG SDFG GQFG OXFG NUFG PKFG PHFG *** END ACTIVITY PRINT -INFO <PLS > ***************** Print -flags ******************* PIVL PYR # - # HYDR ADCA CONS HEAT SED GQL OXRX NUTR PLNK PHCB PIVL PYR ********* END PRINT -INFO HYDR-PARM1 RCHRES Flags for each HYDR Section *** # - # VC Al A2 A3 ODFVFG for each *** ODGTFG for each FUNCT for each FG FG FG FG possible exit *** possible exit possible exit * * * * * * * * * * * * * * *** END HYDR-PARM1 HYDR-PARM2 # - # FTABNO LEN DELTH STCOR KS DB50 *** <------ ><-------- ><-------- ><-------- ><-------- ><-------- ><-------- > *** END HYDR-PARM2 HYDR-INIT RCHRES Initial conditions for each HYDR section *** # - # *** VOL Initial value of COLIND Initial value of OUTDGT *** ac-ft for each possible exit for each possible exit <------ ><-------- > <--- ><--- ><--- ><--- >< --- > *** <--- ><--- ><--- ><--- >< --- > END HYDR-INIT END RCHRES SPEC -ACTIONS END SPEC -ACTIONS FTABLES default[5] 2/15/2022 6:00:18 PM Page 20 END FTABLES EXT SOURCES <-Volume-> <Member> SsysSgap<--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # tem strg<-factor->strg <Name> # # <Name> # # *** WDM 2 PREC ENGL 0.8 PERLND 1 999 EXTNL PREC WDM 2 PREC ENGL 0.8 IMPLND 1 999 EXTNL PREC WDM 1 EVAP ENGL 0.76 PERLND 1 999 EXTNL PETINP WDM 1 EVAP ENGL 0.76 IMPLND 1 999 EXTNL PETINP END EXT SOURCES EXT TARGETS <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Volume-> <Member> Tsys Tgap Amd *** <Name> # <Name> # #<-factor->strg <Name> # <Name> tem strg strg*** COPY 501 OUTPUT MEAN 1 1 48.4 WDM 501 FLOW ENGL REPL END EXT TARGETS MASS -LINK <Volume> <-Grp> <-Member-><--Mult--> <Target> <Name> <Name> # #<-factor-> <Name> MASS -LINK 15 IMPLND IWATER SURO 0.083333 COPY END MASS -LINK 15 END MASS -LINK END RUN <-Grp> <-Member->*** <Name> # #*** INPUT MEAN default[5] 2/15/2022 6:00:18 PM Page 21 Mitigated UC/ File RUN GLOBAL WWHM4 model simulation START 1948 10 01 END RUN INTERP OUTPUT LEVEL 3 0 RESUME 0 RUN 1 END GLOBAL FILES <File> <Un#> END FILES OPN SEQUENCE 2009 09 30 UNIT SYSTEM 1 <-----------File Name ------------------------------>*** *** INGRP INDELT 00:15 IMPLND 1 IMPLND 4 COPY 501 DISPLY 1 END INGRP END OPN SEQUENCE DISPLY DISPLY-INFO1 # - #<---------- Title ----------- >***TRAN PIVL DIG1 FIL1 1 Basin 1 MAX END DISPLY-INFO1 END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 1 1 501 1 1 END TIMESERIES END COPY GENER OPCODE # # OPCD *** END OPCODE PARM # # K *** END PARM END GENER PERLND GEN-INFO PYR DIG2 FIL2 YRND 1 2 30 9 <PLS ><------- Name ------- >NBLKS Unit -systems Printer *** # - # User t-series Engl Metr *** in out *** END GEN-INFO *** Section PWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC *** END ACTIVITY PRINT -INFO <PLS > ***************** Print -flags ***************************** PIVL PYR # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC ********* END PRINT -INFO PWAT-PARM1 <PLS > PWATER variable monthly parameter value flags *** default[5] 2/15/2022 6:00:18 PM Page 22 # - # CSNO RTOP UZFG VCS VUZ VNN VIFW VIRC VLE INFO HWT *** END PWAT-PARM1 PWAT-PARM2 <PLS > PWATER input info: Part 2 *** # - # ***FOREST LZSN INFILT LSUR SLSUR KVARY END PWAT-PARM2 PWAT-PARM3 <PLS > PWATER input info: Part 3 *** # - # ***PETMAX PETMIN INFEXP INFILD DEEPFR BASETP END PWAT-PARM3 PWAT-PARM4 <PLS > PWATER input info: Part 4 *** # - # CEPSC UZSN NSUR INTFW IRC LZETP *** END PWAT-PARM4 PWAT-STATEI <PLS > *** Initial conditions at start of simulation ran from 1990 to end of 1992 (pat 1-11-95) RUN 21 *** # - # *** CEPS SURS UZS IFWS LZS AGWS END PWAT-STATEI END PERLND IMPLND GEN-INFO <PLS ><------- Name ------- > Unit -systems Printer *** # - # User t-series Engl Metr *** in out *** 1 ROADS/FLAT 1 1 1 27 0 4 ROOF TOPS/FLAT 1 1 1 27 0 END GEN-INFO *** Section IWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW IWAT SLD IWG IQAL *** 1 0 0 1 0 0 0 4 0 0 1 0 0 0 END ACTIVITY PRINT -INFO <ILS > ******** Print -flags ******** PIVL PYR # - # ATMP SNOW IWAT SLD IWG IQAL ********* 1 0 0 4 0 0 0 1 9 4 0 0 4 0 0 0 1 9 END PRINT -INFO IWAT-PARM1 <PLS > IWATER variable monthly parameter value flags *** # - # CSNO RTOP VRS VNN RTLI *** 1 0 0 0 0 0 4 0 0 0 0 0 END IWAT-PARM1 IWAT-PARM2 <PLS > IWATER input info: Part 2 *** # - # *** LSUR SLSUR NSUR RETSC 1 400 0.01 0.1 0.1 4 400 0.01 0.1 0.1 END IWAT-PARM2 IWAT-PARM3 <PLS > IWATER input info: Part 3 *** # - # ***PETMAX PETMIN 1 0 0 4 0 0 END IWAT-PARM3 AGWRC AGWETP GWVS default[5] 2/15/2022 6:00:18 PM Page 23 IWAT-STATEI <PLS > *** Initial conditions at start of simulation # - # *** RETS SURS 1 0 0 4 0 0 END IWAT-STATEI hhl��Nu1�11�1�] SCHEMATIC <-Source-> <Name> # Basin 1*** IMPLND 1 IMPLND 4 ******Routing****** END SCHEMATIC <--Area--> <-Target-> MBLK <-factor-> <Name> # Tbl# 0.035 COPY 501 15 0.057 COPY 501 15 NETWORK <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** COPY 501 OUTPUT MEAN 1 1 48.4 DISPLY 1 INPUT TIMSER 1 <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** END NETWORK RCHRES GEN-INFO RCHRES Name Nexits Unit Systems Printer *** # - #<------------------ >< --- > User T-series Engl Metr LKFG *** in out *** END GEN-INFO *** Section RCHRES*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # HYFG ADFG CNFG HTFG SDFG GQFG OXFG NUFG PKFG PHFG *** END ACTIVITY PRINT -INFO <PLS > ***************** Print -flags ******************* PIVL PYR # - # HYDR ADCA CONS HEAT SED GQL OXRX NUTR PLNK PHCB PIVL PYR ********* END PRINT -INFO HYDR-PARM1 RCHRES Flags for each HYDR Section *** # - # VC Al A2 A3 ODFVFG for each *** ODGTFG for each FUNCT for each FG FG FG FG possible exit *** possible exit possible exit * * * * * * * * * * * * * * *** END HYDR-PARM1 HYDR-PARM2 # - # FTABNO LEN DELTH STCOR KS DB50 *** <------ ><-------- ><-------- ><-------- ><-------- ><-------- ><-------- > *** END HYDR-PARM2 HYDR-INIT RCHRES Initial conditions for each HYDR section *** # - # *** VOL Initial value of COLIND Initial value of OUTDGT *** ac-ft for each possible exit for each possible exit <------ ><-------- > <--- ><--- ><--- ><--- >< --- > *** <--- ><--- ><--- ><--- >< --- > END HYDR-INIT END RCHRES SPEC -ACTIONS END SPEC -ACTIONS FTABLES default[5] 2/15/2022 6:00:18 PM Page 24 END FTABLES EXT SOURCES <-Volume-> <Member> SsysSgap<--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # tem strg<-factor->strg <Name> # # <Name> # # *** WDM 2 PREC ENGL 0.8 PERLND 1 999 EXTNL PREC WDM 2 PREC ENGL 0.8 IMPLND 1 999 EXTNL PREC WDM 1 EVAP ENGL 0.76 PERLND 1 999 EXTNL PETINP WDM 1 EVAP ENGL 0.76 IMPLND 1 999 EXTNL PETINP END EXT SOURCES EXT TARGETS <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Volume-> <Member> Tsys Tgap Amd *** <Name> # <Name> # #<-factor->strg <Name> # <Name> tem strg strg*** COPY 1 OUTPUT MEAN 1 1 48.4 WDM 701 FLOW ENGL REPL COPY 501 OUTPUT MEAN 1 1 48.4 WDM 801 FLOW ENGL REPL END EXT TARGETS MASS -LINK <Volume> <-Grp> <-Member-><--Mult--> <Target> <Name> <Name> # #<-factor-> <Name> MASS -LINK 15 IMPLND IWATER SURO 0.083333 COPY END MASS -LINK 15 END MASS -LINK END RUN <-Grp> <-Member->*** <Name> # #*** INPUT MEAN default[5] 2/15/2022 6:00:18 PM Page 25 Predeveloped HSPF Message File default[5] 2/15/2022 6:00:18 PM Page 26 Mitigated HSPF Message File default[5] 2/15/2022 6:00:18 PM Page 27 Disclaimer Legal Notice This program and accompanying documentation is provided 'as -is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by the user. Clear Creek Solutions, Inc. disclaims all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions, Inc. be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the use of, or inability to use this program even if Clear Creek Solutions, Inc. has been advised of the possibility of such damages. Clear Creek Solutions, Inc. 6200 Capitol Blvd. Ste F Olympia, WA. 98501 Toll Free 1(866)943-0304 Local (360)943-0304 www.clearcreeksolutions.com default[5] 2/15/2022 6:00:18 PM Page 28