Loading...
HomeMy WebLinkAboutCT 01-09; LA COSTA TOWN SQUARE; BIORETENTION BASIN DESIGN; 2012-12-03I I I I ~I -I /1 I ,I :1 1 /1 ~ /1 /1 ,~I /1 I I La Costa Town Square IN 101290 BIORETENTION BASIN DESIGN FOR BASIN 18 FOR La Costa Town Square Commercial Site Carlsbad, California December 3, 201"2 Prepared By: O'DAV CONSULTANTS 2710 Loker Avenue, Suite 100 Carlsbad, CA 92010 (760) 931-7700 J.N. 10-1290 ~L24 34ft3 Tim Carroll RCE 55381 Exp. 12/31/12 I I I I I I I I I I I I I I I I :1 'I I Table of Contents Section Description A. Introduction and Project Description B. Inflow Hydrograph C. Outflow Rating Curve D. Storage Basin Hydrograph Routing Model E. Conclusion Exhibits Exhibit A Basin 18 Runoff Calculations Inflow Hydrograph Bioretention Basin Detail Outflow Rating Curve Calculations o Appendices Appendix A Appendix B Appendix C Appendix D AppendixF Storage Basin Hydrograph Routing Calculations 1 La Costa Town Square IN ro1290 Page No. 2 2 2 3 3 I I I I I I I I I I I I I I I I I I I Introduction and Project Description La Costa Town Square IN to1290 The purpose of this report is to detennine the affects of the Low Impact Development (LID) feature, i.e. bioretention basin, within Basin 18 of the La Costa Town Square Commercial Project during a 100-year stonn event and demonstrate that the runoff values are reduced to a level consistent with lesser runoff levels, and accordingly reduce the Planned Local Drainage Fee. Basin 18 contains 0.59 acres and has a land use description of "commercial". Commercial land use has an impervious cover percentage of 90%, which equates to a "high" composite runoff coefficient of 0.85. The peak discharge from Basin 18 will be compared to a "high density residential" land use with an impervious cover percentage of 70% or a "medium" composite runoff coefficient of 0.74. See comparison of peak runoffs for Basin 18 based on runoff coefficients in the table below. Basin 18 Total Commercial Project without LID, C=O.85(cfs) 3.17 See runoff calculations in Appendix A. INFLOW HYDRO GRAPH High Density Residential Project with C=O.74 (cfs) 2.76 A six hour inflow hydrograph was generated using the Rational Method Design Stonn Hydrograph Method software distributed by the County of San Diego using a peak flow of 3.17 cfs and time of concentration of 6.4 minutes. See Appendix B for inflow hydrograph. OUTFLOW RATING CURVE Details of the bioretention basin within Basin 18 are in Appendix C. The bottom of the basin is 1,370 square feet in area. The bioretention basin has a 4 inch perforated underdrain pipe connected to a flow control orifice plate with a 1-114 inch diameter pipe approximately 36 inches below the surface bottom of the basin to control the lower threshold flows. A 24 inch by 24 inch catch basin with the inlet opening 10 inches above the bottom surface of the basin controls the higher threshold flows. The orifice equation was used to detennine outflow from the flow control orifice plate. The sharp crest weir equation was used to detennine the outflow from the catch basin. Outflow rating curve calculations for the bioretention basin are in Appendix D. 2 I I I I I I I I I I I I I I I I I I I STORAGE BASIN HYDRO GRAPH ROUTING MODEL La Costa Town Square· IN 101290 The storage basin hydro graph routing analysis of bioretention basin indicates that the 100-year peak flow will be mitigated from 3.17 cfs to 2.40 cfs. The maximum water surface elevation will be approximately 1 foot. The basin will empty within 29 hours. See storage basin hydrograph routing analysis in Appendix F. CONCLUSION The bioretention basin within Basin 18 mitigates the 100 year peak runoff to a level consistent with a lesser runoff value generated from a high density residential project. See Table 2 below for comparison of peak runoff values. Basin 18 Total Commercial Project with LID, C=O.85(cfs) 2.40 High Density Residential Project, C=O.74 (cfs) 2.76 It is reasonable to assume that the remaining LID features (bioreteniton basins and vaults) implemented throughout the project per the Storm Water Management Plan will mitigate flows in a similar manner. Consequently, both the LID features and on-site detention basin will reduce the post development flows to a lesser runoff level that equate to or less than a "medium" runoff level. Therefore, the Planned Local Drainage Fee for the La Costa Town Square Commercial Project should be reduced to a "medium" level fee. 3 I I I I I II I I I I I I I I I I I I I EXlllBITS La Costa Town Square IN 101290 I I I I I I ~ I I I I I I -;;:::......., I I I I I I I c o . ramage F ees Account Planned Local PLDA Fee for Areas PLDA Fee for Areas Number Drainage Area of. Low Runoff of Medium Runoff (PLDA) ($/Acre) ($fAcre) 350 0000 5544 A $5,697 $11,329 351 00005544 B $2,130 $4,105 352 0000 5544 C $2,067 $2,924 353 0000 5544 D $1,960 $3,206 PLDA FEE CATEGORY GENERAL PLAN LAND LOW RUNOFF MEDIUM RUNOFF USE DE~I~ATION POTENTIAL POTENTIAL c.'C ) C/O/RN1H CF + CF/P + E + E/J + G G/O GC H + HC + J + L 0 O/PI OS + P + PI PlIO R· R/OfRMH BJ4.,.. +- /F H/CftJ."l L+ J 't R t:/IUCFL l +.,/ RRlO + RL + RLM + RM + RM/O + RMH + RMH/O + RMHIT-R + TC T-R " T-R/C T-R/L T-R/O T-R/OIOS + T-R/RH UA + "~~-.-- V FEE SCHEDULE 09/01/12 PAGE 18 " PLDA Fee for Areas of High Runoff ($/Acrel $24,687 $9,226 $8,958 $8,493 HIGH RUNOFF POTENTIAL f + ""\ +- + .' + + + " . + + + + + + + • + + + + + I I I I I I I-=? I I I I I I I I I 3: Methodology, Hydrologic and Hydraulic Modeling Carlsbad Drainage Master Plan loading requirements for PLDA parameters that will be discussed in Chapter 5. Table 3.4-2 shows the assigned GPLU codes with land use descriptions and associated impervious cover in percent. (Derived from the Center for Water Protections (CWP). Rapid Watershed Planning Handbook. (CWP. 1998» To ensure that the impervious percentages accurately reflected the existing mapped portions of the City, a comparison between Table 3.4-2 and the latest aerial photograph was performed. The latest aerial photograph 3-7 Us;; of contents on this Sheet is stlbj;;ct to the timlt.1ti',l1s specified at Ire end of this document. -_4"-~ -- San Diego County Hydrology Manual Date: June 2003 ----"'_.---- - Section: Page: Table 3-1 RUNOFF COEFFICIENTS FOR URBAN AREAS Land Use Runoff Coefficient "c" Soil Type NRCS Elements Coun Elements %IMPER A B Undisturbed Natural Terrain (Natural) Permanent Open Space O· 0.20 0.25 Low Density Residential (LDR) Residential, 1.0 nUl A or less 10 0.27 0.32 Low Density Residential (LDR) Residential, 2.0 DUI A or less 20 0.34 0.38 Low Density Residential (LOR) Residential, 2.9 DUlA'or less 25 0.38 0.41 Medium Density Residential (MDR) Residential, 4.3 DUIA or less 30 0.41 0.45 Medium Density Residential (MDR) Residential, 7.3 DUiA or less 40 0.48 0.5] Medium Density Residential (MDR) Residential, 10.9 nU/A or less 45 0.52 0.54 Medium Density Residential (MDR) Residential, 14.5 DU/A or less SO '@ 0.55 0.58 High Density Residential (HDR) Residential. 24.0 DU/A or less 65 70% 0.66 0.67 High Density Residential (HDR) Residential, 43.0 DUiA or less 80 0.76 0.77 Commercial/Industrial (N. Com) Neighborhood Commercial 80 0.76 .. 0.77 Commercial/Industrial (G. Com) General Commercial 8S 0.80 0.80 ~CommerciaVIndustrial (O.P. Com) Office ProfessionaVCommercial 90 0.83 0.84 CommerciaVIndustrial (Limited 1.) Limited Industrial 90 0.83 0.84 General Industrial 95 0.87 0.87 - C 0.30 0.36 0.42 0.45 0.48 0.54 0.57 0.60 0.69 0.~8 0.78 OJ!} 0.84 0.84 0.87 3 6of26 D 0.35 0.41 0.46 0.49 0.52 0.57 0.60 _-"~~.Wl~ --. :;;::--... 0.63'9 0.71 o.7'-r 0.79 0.79 0.82 QE) 0.85 0.87 *The values associated with 0% imperviol,s may be used for direct calculation of the runoff coefficient as described in Section 3.1.2 (representing the'pervious runoff coefficient, Cp, for the soil type), or for areas that will remain undisturbed in perpetuity. Justification must be given that the area will remain natural forever (e.g., the area is located in Cleveland National Forest). DU/A = dwelling units per acre NRCS = National Resour~t::s Conservation Service 3-6 I I I I I I I I I I I I, I 'Day Consultants, Inc. ,Composite\CMP-'lOOElla.dwg Dee 10. 2012 4:20pm , , 09OfGRD; 1090NSTR; 1090FMAP; 10177U1l; 1090NGRD-OS; 109ONMAP; 1090NGRD; l090FUll; 1090NUll; l090FSTR; 10173PLN; 1017JMAP; 1090KUll; 109OKGRD; 1090KSTR; 1017NC-OS-SIIMP;-101,7NGRD-SYMP,; 1090NGRD-PH2 '-Q:1\ " \ "'-- ,(.7 I 11 II if I i/ Ii : I \ !I ~\) /,~,V /y" i '" -..... .... ~ .. -............... .... --...... '- LA' ~ ..... '-. -.................. ""'-... ..... ---... --- COSTA TOWN O£C£I.IBEH 50 2012 OllJ~ C [j N S Her A/N T S 2710 Loker 'Avenue West .suite 100 Carlsbad. CQ/j(omio 92010 , 76<>-931-nOO Fox: 760-931-8680 ODoyConsultants.eom Civil Enginee: Pfenning Processing surveying I I I I I I I I I I I I I I I I I I I 0, 60' iZ ... ~30j~!I SCALE: 1" := 60' A I I I I I I I I I I I I I I I I I I I APPENDIX A Runoff Calculations o La Costa Town Square IN 101290 I I I I I I I I I I I I I I I I I I I San Diego County Rational Hydrology Program CIVILCADD/CIVILDESIGN Engineering Software, (c)1991-2004 Version 7.4 Rational method hydrology program based on San Diego County Flood Control Division 2003 hydrology manual Rational Hydrology Study Date: 12/03/12 LCTS -DRAINAGE AREA 18 LCTS1013.DAT ********* Hydrology Study Control Information ********** Program License Serial Number 5014 Rational hydrology study storm event year is English (in-lb) input data Units used 100.0 Map data precipitation entered: 6 hour, precipitation (inches) = 2.800 24 hour precipitation(inches) = 5.100 P6/P24 = 54.9% San Diego hydrology manual 'C' values used ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 1013.000 to Point/Station 1013.000 **** USER DEFINED FLOW INFORMATION AT A POINT **** Decimal fraction soil group A = Decimal fraction soil group B = Decimal fraction soil group C Decimal fraction soil group D = [COMMERCIAL area type (Office Professional Impervious value, Ai = 0.900 Sub-Area C Value = 0.850 0.000 0.000 0.000 1.000 Rainfall intensity (I) = 6.317(In/Hr) for a 100.0 year storm User specified values are as follows: TC = 6.36 min. Rain intensity = Total area = 0.590(Ac.) Total End of computations, total study area 6.32(In/Hr) runoff = 3.170(CFSl = 0.590 (Ac.) I I I I I I I I I I I I I I I I I I I <, BASIN 18 RUNOFF COEFFICIENT CALCULATIONS BASIN 18 -PROPOSED CONDITIONS (COMMERCIAL) 90% IMPERVIOUS RUNOFF COEFFICIENT=C=0.9*(%IMPERVIOUS)+Cp*(1-%IMPERVIOUS) WHERE Cp=PERVIOUS COEFFICIENT RUNOFF FOR SOIL TYPE (0.35) C=0.9*0.9+0.35*(1-0.9)=0.85 1=6.314in/hr, BASED ON Tc OF 6.36min v A=0.59ac Q=CIA=0.85*6.314*0.59=3.17cfs BASIN 18 -HIGH DENSITY RESIDENTIAL 70% IMPERVIOUS C=0.9*0. 7+0.35 *( 1-0.7)=0.74 1=6.314in/hr, BASED ON Tc OF 6.36min V -... A=0.59ac Q=CIA=0.74*6.314*0.59=2.76cfs E:\RUNOFF C NODE 1013-USE.xlsx o I I I I I' I I I I I I I I I I I I I I APPENDIXB Inflow Hydrograph La Costa Town Square JNI01290 RATIONAL METHOD HYDROGRAPH PROGRAM .COPYRIGHT 1992. 2001 RICK ENGINEERING COMPANY ~UN D~TE 11/30/2012 . HYDROGRAPH FILE NAME Text1 TIME OF CONCENTRATION 6 MIN. _HOUR RAINFALL 2.8 INCHES ASIN AREA 0.59 ACRES UNOFF COEFFICIENT 0.85 PEAK DISCHARGE 3.17 CFS l iME (MIN) = 0 DISCHARGE (CFS) = 0 IME (MIN) = 6 DISCHARGE (CFS) = 0.1 TIME (MIN) = 12 DISCHARGE (CFS) = 0.1 1;rIME (MIN) = 18 DISCHARGE (CFS) = 0.1 IME (MIN) = 24 DISCHARGE (CFS) = 0.1 IME (MIN) = 30 DISCHARGE (CFS) = 0.1 TIME (MIN) = 36 DISCHARGE (CFS) = 0.1 TIME (MIN) = 42 DISCHARGE (CFS) = 0.1 l IME (MIN) = 48 DISCHARGE (CFS) = 0.1 IME (MIN) = 54 DISCHARG E (CFS) = 0.1 IME (MIN) = 60 DISCHARGE (CFS) = 0.1 TIME (MIN) = 66 DISCHARGE (CFS) = 0.1 l iME (MIN) = 72 DISCHARGE (CFS) = 0.1 IME (MIN) = 78 DISCHARGE (CFS) = 0.1 IME (MIN) = 84 DISCHARGE (CFS) = 0.1 TIME (MIN) = 90 DISCHARGE (CFS) = 0.1 _ I ME (MIN) = 96 DISCHARGE (CFS) = 0.1 IME (MIN) = 102 DISCHARGE (CFS) = 0.1 IME (MIN) = 108 DISCHARGE (CFS) = 0.1 IME (MIN) = 114 DISCHARGE (CFS) = 0.1 TIME (MIN) = 120 DISCHARGE (CFS) = 0.1 l iME (MIN) = 126 DISCHARGE (CFS) = 0.1 IME (MIN) = 132 DISCHARGE (CFS) = 0.1 IME (MIN) = 138 DISCHARGE (CFS) = 0.1 TIME (MIN) = 144 DISCHARGE (CFS) = 0.1 _ IME (MIN) = 150 DISCHARGE (CFS) = 0.2 IME (MIN) = 156 DISCHARGE (CFS) = 0.2 IME (MIN) = 162 DISCHARGE (CFS) = 0.2 IME (MIN) = 168 DISCHARGE (CFS) = 0.2 TIME (MIN) = 174 DISCHARGE (CFS) = 0.2 l iME (MIN) = 180 DISCHARGE (CFS) = 0.2 IME (MIN) = 186 DISCHARGE (CFS) = 0.2 IME (MIN) = 192 DISCHARGE (CFS) = 0.2 TIME (MIN) = 198 DISCHARGE (CFS) = 0.2 l iME (MIN) = 204 DISCHARGE (CFS) = 0.3 IME (MIN) = 210 DISCHARGE (CFS) = 0.3 IME (MIN) = 216 DISCHARGE (CFS) = 0.3 TIME (MIN) = 222 DISCHARGE (CFS) = 0.4 TIME (MIN) = 228 DISCHARGE (CFS) = 0.4 ' ME (MIN) = 234 DISCHARGE (CFS) = 0.7 IME (MIN) = 240 DISCHARGE (CFS) = 1 ME (MIN) = 246 DISCHARGE (CFS) = 3.17 TIME (MIN) = 252 DISCHARGE (CFS) = 0.5 I ME (MIN) = 258 DISCHARGE (CFS) = 0.3 ME (MIN) = 264 DISCHARGE (CFS) = 0.3 ME (MIN) = 270 DISCHARGE (CFS) = 0.2 TIME (MIN) = 276 DISCHARGE (CFS) = 0.2 ~ME (MIN) = 282 DISCHARGE (CFS) = 0.2 ME (MIN) = 288 DISCHARGE (CFS) = 0.2 ME (MIN) = 294 DISCHARGE (CFS) = 0.1 I ME (MIN) = 300 DISCHARGE (CFS) = 0.1 TIME (MIN) = 306 DISCHARGE (CFS) = 0.1 IME (MIN) = 312 DISCHARGE (CFS) = 0.1 ME (MIN) = 318 DISCHARGE (CFS) = 0.1 ME (MIN) = 324 DISCHARGE (CFS) = 0.1 riME (MIN) = 330 DISCHARGE (CFS) = 0.1 EE (MIN) = 336 DISCHARGE (CFS) = 0.1 ME (MIN) = 342 DISCHARGE (CFS) = 0.1 E (MIN) = 348 DISCHARGE (CFS) = 0.1 riME (MIN) = 354 DISCHARGE (CFS) = 0.1 riME (MIN) = 360 DISCHARGE (CFS) = 0.1 rE (MIN) = 366 DISCHARGE (CFS) = 0 I I I I I I I I I I I I I I I I I I I I I APPENDIXC Bioretention Basin Detail La Costa Town Square IN 101290 ------------------- 10' MEDIAN ..J 9:l ~I .. 30-MIN. WIDTH VARIES PER PLAN BIORETENllON ARaI lit ~ PAVEMENT 2-FREEBOARD f CATCH BASIN PER PLAN Wi MPH Hi .. i. .~ II V \ ~~'1~ I ~ n-" /~, ~PAVENENT \;.) ~~ ~ ~ CONCRETE SPILLWA Y PER DETAIL THIS SHEET INSTALL IMPERMEABLE HDPE UNER W/ JOINTS WELDED TO PRO'ADE WATER-llGHT SEAL (f2 Mil MIN) PER GEOTECHNICAL RECOMMENfJA llONS SEE DETAil FOR FlOW CONTROl. ORIRCE PLA TE MlRAFl NON OR EOUAl o MlRAFl NON OR EOIJAl INSTALL IMPERMEABLE HDPE UNER W/ JOINTS WELDED TO PRO'ADE WA lER-llGHT SEAl (12 Mil MIN) PER GEOTECHNICAl 30-MIN. (H SHOJW ON PLAN IF DIFFERENT) 3/"'--2-GRA t£'l, 5 INCH/ 1 HR INRl TRA llON RA TE 10 BE VERIRED BY GEOTECHNICAl ENGINEER ".-PERFORATED UNDERDRAIN IX MIN. SLOPE .12-1~··F . _____ -------------l'------ 12-MIN. RECOMMENDA llONS -0' ~ © BASIN BIORETENTION AREA IN PARKING LOT (TREATMENT AND HYDROMODIFlCAnON) 002 VIJJ NOT TO SCALE SEE 'BIORETENllON NOlES' THIS SHEET BIORETENnON NOTES 1. SOIL MIX AND. GRA t£'l SHAll HA t£' 40X PoROSITY AND SHALL BE t£'RIRED BY GEOTECHNICAl ENGINEER. Rt£' INC£HES PER HOUR INRlTRAllON RAlE. 2. SEE SECllON ". OF c/TY OF CARLSBAD STANDARD URBAN STORM WA TER MANAGEMENT PLAN (SUS},(P) DA TED JAN. 14, 2011, FOR ADDlllONAl BIORElENllON SPEc/FlCA llONS. 3. CONSTRUCT CHECK DAMS AS NEEDED. 4 I I I I I I I I I I I I I I I I I I I 3/8" DIAMETER HOLE INFLOW PIPE WHERE-......... ('-'\ SHOWN ON PLAN "\ I , .... ,,,, lIfOE 1/2" MAX, .... o __ +-.... 1. ORifiCE PLA TE &-FLANGE CONNECllON 8" MIN. (TYp.) 3" (TYP.) TO CONCRETE SHALL BE fiTTED WITH ORifiCE DIAMETER SIZED 30 DUROMETER NEOPRENE RING. PER DESIGN CRITERIA FLOW CONTROL ORIfiCE PLA TE sz ..... ' NOT TO SCALE ORlaCE PLATE.-.. SEE DETAil THIS SHEET . , . . .. .}--. t> '. . . '",' ~ . . ~. . , OUTFALL PIPE OETAll -BIORETENTION FACILITY OUTLET NOT TO SCALE I I I I I I I I I I I I I I I I I I I APPENDIXD Outflow Rating Curve Calculations La Costa Town Square .TN 101290 I I I I I I I I I I I I I I I I I I I BIORETENTION BASIN 18 OUTFLOW RATING CURVE CALCULATIONS USE 1-1/4" OUTLET PIPE FOR HYDROMODIFICATION FLOWS USE ORIFICE EQUATION FOR TO DETERMINE OUTFLOW FOR 1-1/4" PIPE: Q=Cda(2gH)1/2 WHERE Cd=0.62, g=32.2ft2/s, H=HEAD OVER THE CENTERLINE OF ORFICE A=AREA OF 1-1/4" PIPE=0.009ft2 SAMPLE CALCULATION FOR DEPTH = 2' = 0.62*0.009*(2*32.2*(2-0.052))"0.5 = 0.06cfs USE 241X24" CATCH BASIN FOR OVERFLOW USE SHARP CREST WEIR EQUATION FOR CATCH BASIN: Q=CdLH3/2 WHERE Cd=3.0, L=WEIR LENGTH, H=HEAD OVER WEIR CREST SAMPLE CALCULATION FOR DEPTH = 4' = 0.62*0.009*(2*32.2*(4-0~052))1/2 + 3*8*0.lr/2= 1.77efs # DEPTH (ft) AREA (sf) AREA (ac) VOLUME (ft3) VOLUME (ac-ft) 1 0.00 1370 0.031 0 0.000 2 1.00 1370 0.031 411 0.009 3 2.00 1370 0.031 822 0.019 4 3.00 1370 0.031 1233 0.028 5 3.17 1370 0.031 1478 0.034 6 3.34 1370 0.031 1732 0.040 7 3.50 1370 0.031 1967 0.045 8 3.67 1370 0.031 2214 0.051 9 3.84 1370 0.031 2459 0.056 10 3.93 1370 0.031 2591 0.059 11 4.00 1370 0.031 2701 0.062 12 4.08 1370 0.031 2818 0.065 13 4.16 ./ 1370 0.031 2936 0.067 Q (cfs) 0.00 0.04 0.06 0.08 0.08 0.08 0.08 0.09 0.09 0.66 1.77 " 3.09 .~. 4.64-r a 1:\OOlO17'-Commercial\Stormwater\SWMP\SWMP NODE lO13\DETENTION STORAGE NODE 1013-USE.xlsx I I I I I I I I I I I· I I I I I I I I APPENDIXF Storage Basin Hydrograph Routing Calculations s 9 La Costa Town Square IN 101~90 I I I I I I I I I I I I I I I I I I I 1013DBB.OUT **************************************************************************** HYDRAULICS ELEMENTS -II PROGRAM PACKAGE o STORAGE BASIN HYDROGRAPH ROUTING MODEL **************************************************************************** (c) copyright 1983-2012 Advanced Engineering software (aes) Ver. 19.0 Release Date: 06/01/2012 License ID 1423 Analysis prepared by: O'DAY CONSULTANTS 2710 LOKER AVENUE CARLSBAD, CA 92008 PH. 760-931-7700 ************************** DESCRIPTION OF STUDY ************************** * DRAINAGE AREA 18 * * ************************************************************************** FILE NAM~: 1013DBB.DAT TIME/DATE OF STUDY: 14:29 11/30/2012 -it * * ============================================================================ ENTERED INFORMATION: TOTAL NUMBER OF INFLOW HYDROGRAPH INTERVALS = 62 CONSTANT HYDROGRAPH TIME UNIT(MINUTES) = 6.000 ASSUMED INITIAL DEPTH(FEET) IN STORAGE BASIN = 0.00 ENTERED INFLOW HYDROGRAPH ORDINATES(CFS): *INTERVAL FLOW *INTERVAL FLOW *INTERVAL * NUMBER (CFS) * NUMBER (CFS) * NUMBER * 1: 0.00* 2: 0.10* 3: * 4: 0.10* 5: 0.10* 6: * 7: 0.10* 8: 0.10* 9: * 10~ 0.10* 11: 0.10* 12: * 13: 0.10* 14: 0.10* 15: * 16: 0.10* 17: 0.10* 18: * 19: 0.10* 20: 0.10* 21: * 22: 0.10* 23: 0.10* 24: * 25: 0.10* 26: 0.20* 27: * 28: 0.20* 29: 0.20* 30: * 31: 0.20* 32: 0.20* 33: * 34: 0.20* 35: 0.30* 36: * 37: 0.30* 38: 0.40* 39: * 40: 0.70* 41: 1.00* 42: * 43: 0.50* 44: 0.30* 45: * 46: 0.20* 47: 0.20* 48: * 49: 0.20* 50: 0.10* 51: * 52: 0.10* 53: 0.10* 54: * 55: 0.10* 56: 0.10* 57: * 58: 0.10* 59: 0.10* 60: * 61: 0.10* 62: 0.00* FLOW * (CFS) * 0.10* 0.10* 0.10* 0.10* 0.10* 0.10* 0.10* 0.10* 0.20* 0.20* 0.20* 0.30* 0.40* 3.17* 0.30* 0.20* 0.10* 0.10* 0.10* 0.10* ============================================================================ DEPTH-VS.-STORAGE AND DEPTH-VS.-DISCHARGE INFORMATION: TOTAL NUMBER OF BASIN DEPTH INFORMATION ENTRIES = 13 *BASIN-DEPTH STORAGE * (FEET) (ACRE-FEET) * 0.000 0.000 OUTFLOW **BASIN-DEPTH STORAGE OUTFLOW * (CFS) ** (FEET) (ACRE0-~ (CFS) * 0.000** 1.000 0.009 \ 0.040* page 1 ..... .-/' I I I I I I I I I I I I I 1 I 1 I' I I 1013DBB.OUT * 2.000 0.019 0.060** 3.000 * 3.170 0.034 0.081** 3.340 * 3.500 0.045 0.083** 3.670 * 3.840 0.056 0.091** 3.930 * 4.000 0.062 1.770** 4.080 * 4.160 0.067 4.640** : 0.080* 0.082* 0.090* 0.660* 3.090* *********************************************************~~************* INITIAL BASIN DEPTH(FEET) = 0.00 INITIAL BASIN STORAGE(ACRE-FEET) = 0.00 INITIAL BASIN OUTFLOW(CFS) = 0.00 -------------------------------------------------------------------~-------- BASIN STORAGE, OUTFLOW AND DEPTH ROUTING VALUES: INTERVAL {S-O*DT/2} {S+O*DT/2} NUMBER (ACRE-FEET) (ACRE-FEET) 1 0.00000 0.00000 2 0.00883 0.00917 3 0.01875 0.01925 4 0.02767 0.02833 5 0.03367 0.03433 6 0.03966 0.04034 7 0.04466 0.04534 8 0.05063 0.05137 9 0.05562 0.05638 10 0.05627 0.06173 11 0.05469 0.06931 12 0.05223 0.07777 13 0.04783 0.08617 WHERE S=STORAGE(AF);O=OUTFLOW(AF/MIN.);DT=UNIT(MIN.) *UNIT-HYDROGRAPH STORAGE-BASIN ROUTING* NOTE: COMPUTED BASIN DEPTH, OUTFLOW, AND STORAGE QUANTITIES OCCUR AT THE GIVEN TIME. BASIN INFLOW VALUES REPRESENT THE AVERAGE INFLOW DURING THE RECENT HYDROGRAPH UNIT INTERVAL. GRAPH NOTATION: "I"=MEAN UNIT INFLOW; "O"=OUTFLOW AT GIVEN TIME -------------------------------------------------------------------------~--TIME INFLOW OUTFLOW (HOURS) (CFS) (CFS) 0.10 0.00 0.00 [BASIN DEPTH(FEET) = 0.20 0.10 0.00 [BASIN DEPTH(FEET) = 0.30 0.10 0.01 [BASIN DEPTH(FEET) = 0.40 0.10 0.01 [BASIN DEPTH(FEET) = 0.50 0.10 0.01 [BASIN DEPTH(FEET) = 0.60 0.10 0.02 [BASIN DEPTH(FEET) = 0.70 0.10 0.02 [BASIN DEPTH(FEET) = 0.80 0.10 0.02 [BASIN DEPTH(FEET) = 0.90 0.10 0.03 [BASIN DEPTH(FEET) = STORAGE (ACRE -FT) 0 . 0.000 0 0.00] 0.001 OI 0.09] 0.002 OI 0.18] 0.002 OI 0.26] 0.003 OI 0.34] 0.004 OI 0.42] 0.004 OI 0.49] 0.005 OI 0.57] 0.006 OI 0.64] page 2 1. 2. 2. 3. I I 1013DBB.OUT 1.00 0.10 0.03 0.006 OI [BASIN DEPTH(FEET) = 0.70] I 1.10 0.10 0.03 0.007 OI [BASIN DEPTH(FEET) = 0.77] 1.20 0.10 0.03 0.007 OI [BASIN DEPTH(FEET) = 0.83] I 1.30 0.10 0.04 0.008 OI [BASIN DEPTH(FEET) = 0.89] 1.40 0.10 0.04 0.009 OI [BASIN DEPTH(FEET) = 0.95] I 1. 50 0.10 0.04 0.009 OI [BASIN DEPTH(FEET) = 1.00] 1.60 0.10 0.04 0.010 OI [BASIN DEPTH(FEET) = 1.05] I 1.70 0.10 0.04 0.010 OI [BASIN DEPTH(FEET) = 1.10] 1.80 0.10 0.04 0.010 OI [BASIN DEPTH(FEET) = 1.15] I 1.90 0.10 0.04 0.011 OI [BASIN DEPTH(FEET) = 1.20] 2.00 0.10 0.04 0.011 OI [BASIN DEPTH(FEET) = 1.24] 2.10 0.10 0.05 0.012 OI I [BASIN DEPTH(FEET) = 1.29] 2.20 0.10 0.05 0.012 OI [BASIN DEPTH(FEET) = 1.33] 2.30 0.10 0.05 0.013 OI I [BASIN DEPTH(FEET) = 1.38] 2.40 0.10 0.05 0.013 OI [BASIN DEPTH(FEET) = 1.42] 2.50 0.10 0.05 0.014 OI I [BASIN DEPTH(FEET) = 1.46] 2.60 0.20 0.05 0.015 0 I [BASIN DEPTH(FEET) = 1. 58] 2.70 0.20 0.05 0.016 0 I I [BASIN DEPTH(FEET) = 1.71] 2.80 0.20 0.06 0.017 0 I [BASIN DEPTH(FEET) = 1.83] 2.90 0.20 0.06 0.018 0 I I [BASIN DEPTH(FEET) = 1.94] 3.00 0.20 0.06 0.020 0 I [BASIN DEPTH(FEET) = 2.07] 3.10 0.20 0.06 0.021 0 I I [BASIN DEPTH(FEET) = 2.19] 3.20 0.20 0.07 0.022 0 I [BASIN DEPTH(FEET) = 2.32] 3.30 0.20 0.07 0.023 0 I I [BASIN DEPTH(FEET) = 2.44] 3.40 0.20 0.07 0.024 0 I [BASIN DEPTH(FEET) = 2.56] 3.50 0.30 0.08 0.026 0 I I [BASIN DEPTH(FEET) = 2.76] 3.60 0.30 0.08 0.028 0 I [BASIN DEPTH(FEET) = 2.97] 3.70 0.30 0.08 0.030 0 I I [BASIN DEPTH(FEET) = 3.04] 3.80 0.40 0.08 0.032 0 I [BASIN DEPTH(FEET) = 3.12] 3.90 0.40 0.08 0.035 0 I I [BASIN DEPTH(FEET) = 3.19] 4.00 0.70 0.08 0.040 0 I. [BASIN DEPTH(FEET) = 3.34] 4.10 1.00 0.09 0.048 0 I I Page 3 I I I 10130BB.OUT [BASIN OEPTH(FEET) = 3.57] 4.20 3.17 2.40 0.063 0 I I [BASIN DEPTA(FEEi) -4.04] 4.30 0.50 0.23 0.057 . 0 I [BASIN OEPTH(FEET) = 3.86] 4.40 0.30 0.29 0.057 . OI I [BASIN OEPTH(FEET) = 3.87] 4.50 0.30 0.30 0.057 0 [BASIN OEPTH(FEET) = 3.87] 4.60 0.20 0.21 0.057 . 0 I [BASIN OEPTH(FEET) = 3.86] 4.70 0.20 0.20 0.057 0 [BASIN OEPTH(FEET) = 3.86] 4.80 0.20 0.20 0.057 0 I [BASIN OEPTH(FEET) = 3.86] 4.90 0.20 0.20 0.057 0 [BASIN OEPTH(FEET) = 3.86] 5.00 0.10 0.11 0.056 .0 I [BASIN OEPTH(FEET) = 3.84] 5.10 0.10 0.10 0.056 .0 [BASIN OEPTH(FEET) = 3.84] 5.20 0.10 0.10 0.056 .0 I [BASIN OEPTH(FEET) = 3.84] 5.30 0.10 0.10 0.056 .0 [BASIN OEPTH(FEET) = 3.84] 5.40 0.10 0.10 0.056 .0 [BASIN OEPTH(FEET) = 3.84] I 5.50 0.10 0.10 0.056 .0 [BASIN OEPTH(FEET) = 3.84] 5.60 0.10 0.10 0.056 .0 [BASIN OEPTH(FEET) = 3.84] I 5.70 0.10 0.10 0.056 .0 [BASIN OEPTH(FEET) = 3.84] 5.80 0.10 0.10 0.056 .0 [BASIN OEPTH(FEET) = 3.84] I 5.90 0.10 0.10 0.056 .0 [BASIN OEPTH(FEET) = 3.84] 6.00 0.10 0.10 0.056 .0 [BASIN OEPTH(FEET) = 3.84] I 6.10 0.10 0.10 0.056 .0 [BASIN OEPTH(FEET) = 3.84] 6.20 0.00 0.09 0.055 0 [BASIN OEPTH(FEET) = 3.81] I 6.30 0.00 0.09 0.055 0 [BASIN OEPTH(FEET) = 3.79] 6.40 0.00 0.09 0.054 0 [BASIN OEPTH(FEET) = 3.76] I 6.50 0.00 0.09 0.053 0 [BASIN OEPTH(FEET) = 3.74] 6.60 0.00 0.09 0.052 0 [BASIN OEPTH(FEET) = 3.71] I 6.70 0.00 0.09 0.052 0 [BASIN OEPTH(FEET) = 3.69] 6.80 0.00 0.09 0.051 0 [BASIN OEPTH(FEET) = "3.66] I 6.90 0.00 0.09 0.050 0 [BASIN OEPTH(FEET) = 3.64] 7.00 0.00 0.09 0.049 0 [BASIN OEPTH(FEET) = 3.62] I 7.10 0.00 0.09 0.049 0 [BASIN OEPTH(FEET) = 3.60] 7.20 0.00 0.09 0.048 0 [BASIN OEPTH(FEET) = 3.58] page 4 I I I I 1013DBB . OUT 7.30 0.00 0.09 0.047 0 [BASIN DEPTH(FEET) = 3.56] I-7.40 0.00 0.08 0.046 0 [BASIN DEPTH(FEET) = 3.54] 7.50 0.00 0.08 0.046 0 [BASIN DEPTH(FEET) = 3.52] I 7.60 0.00 0.08 0.045 0 [BASIN DEPTH(FEET) = 3.50] 7.70 0.00 0.08 0.044 0 [BASIN DEPTH(FEET) = 3.48] I 7.80 0.00 0.08 0.044 0 [BASIN DEPTH(FEET) = 3.46] 7.90 0.00 0.08 0.043 0 [BASIN DEPTH(FEET) = 3.44] I 8.00 0.00 0.08 0.042 0 [BASIN DEPTH(FEET) = 3.41] 8.10 0.00 0.08 0.042 0 [BASIN DEPTH(FEET) = 3.39] I 8.20 0.00 0.08 0.041 0 [BASIN DEPTH(FEET) = 3.37] 8.30 0.00 0.08 0.040 0 [BASIN DEPTH(FEET) = 3.35] I 8.40 0.00 0.08 0.040 0 [BASIN DEPTH(FEET) = 3.33] 8.50 0.00 0.08 0.039 0 [BASIN DEPTH(FEET) = 3.31] 8.60 0.00 0.08 0.038 0 I [BASIN DEPTH(FEET) = 3.29] 8.70 0.00 0.08 0.038 0 [BASIN DEPTH(FEET) = 3.27] 8.80 0.00 0.08 0.037 0 I [BASIN DEPTH(FEET) = 3.25] 8.90 0.00 0.08 0.036 0 [BASIN DEPTH(FEET) = 3.23] 9.00 0.00 0.08 0.036 0 I [BASIN DEPTH(FEET) = 3.21] 9.10 0.00 0.08 0.035 0 [BASIN DEPTH(FEET) = 3.20] 9.20 0.00 0.08 0.034 0 .- I [BASIN DEPTH(FEET) = 3.18] 9.30 0.00 0.08 0.034 0 [BASIN DEPTH(FEET) = 3.16] 9.40 0.00 0.08 0.033 0 I [BASIN DEPTH(FEET) = 3.14] 9.50 0.00 0.08 0.032 0 [BASIN DEPTH(FEET) = 3.12] 9.60 0.00 0.08 0.032 0 I [BASIN DEPTH(FEET) = 3.10] 9.70 0.00 0.08 0.031 0 [BASIN DEPTH(FEET) = 3.08] 9.80 0.00 0.08 0.030 0 I [BASIN DEPTH(FEET) = 3.06] 9.90 0.00 0.08 0.030 0 [BASIN DEPTH(FEET) = 3.04] 10.00 0.00 0.08 0.029 0 I [BASIN DEPTH(FEET) = 3.03] 10.10 0.00 0.08 0.028 0 [BASIN DEPTH(FEET) = 3.01] 10.20 0.00 0.08 0.028 0 I [BASIN DEPTH(FEET) = 2.95] 10.30 -0.00 0.08 0.027 0 [BASIN DEPTH(FEET) = 2.88] 10.40 0.00 0.08 0.026 0 I page 5 I I I 1013DBB. OUT [BASIN DEPTH(FEET) = 2.81] 10.50 0.00 0.07 0.026 0 I [BASIN DEPTH(FEET) = 2.74] 10.60 0.00 0.07 0.025 0 [BASIN DEPTH(FEET) = 2.67] 10.70 0.00 0.07 0.024 0 I [BASIN DEPTH(FEET) = 2.61] 10.80 0.00 0.07 0.024 0 [BASIN DEPTH(FEET) = 2.54] 10.90 0.00 0.07 0.023 0 I [BASIN DEPTH(FEET) = 2.48] 11.00 0.00 0.07 0.023 0 [BASIN DEPTH(FEET) = 2.41] 11.10 0.00 0.07 0.022 0 I [BASIN DEPTH(FEET) = 2.35] 11.20 0.00 0.07 0.022 0 [BASIN DEPTH(FEET) = 2.29] 11.30 0.00 0.06 0.021 0 I [BASIN DEPTH(FEET) = 2.23] 11.40 0.00 0.06 0.021 0 [BASIN DEPTH(FEET) = 2.17] 11.50 0.00 0.06 0.020 0 I [BASIN DEPTH(FEET) = 2.11] 11.60 0.00 0.06 0.020 0 [BASIN DEPTH(FEET) = 2.06] 11.70 0.00 0.06 0.019 0 I [BASIN DEPTH(FEET) = 2.00] 11.80 0.00 0.06 0.019 0 [BASIN DEPTH(FEET) = 1.95] 11.90 0.00 0.06 0.018 0 I [BASIN DEPTH(FEET) = 1.90] 12.00 0.00 0.06 0.018 0 [BASIN DEPTH(FEET) = 1.86] 12.10 0.00 0.06 0.017 0 [BAsIN DEPTH(FEET) = 1.81] I 12.20 0.00 0.06 0.017 0 [BASIN DEPTH(FEET) = 1. 76] 12.30 0.00 0.05 0.016 0 [BASIN DEPTH(FEET) = 1.72] I 12.40 0.00 0.05 0.016 0 [BASIN DEPTH(FEET) = 1.67] 12.50 0.00 0.05 0.015 0 [BASIN DEPTH(FEET) = 1.63] I 12.60 0.00 0.05 0.015 0 [BASIN DEPTH(FEET) = 1.59] 12.70 0.00 0.05 0.014 0 [BASIN DEPTH(FEET) = 1.54] I 12.80 0.00 0.05 0.014 0 [BASIN DEPTH(FEET) = 1. 50] 12.90 0.00 0.05 0.014 0 [BASIN DEPTH(FEET) = 1.46] I 13.00 0.00 0.05 0.013 0 [BASIN DEPTH(FEET) = 1.42] 13.10 0.00 0.05 0.013 0 [BASIN DEPTH(FEET) = 1. 38] I 13.20 0.00 0.05 0.012 0 [BASIN DEPTH(FEET) = 1. 34] 13.30 0.00 0.05 0.012 0 [BASIN DEPTH(FEET) = 1.30] I 13.40 0.00 0.05 0.012 0 [BASIN DEPTH(FEET) = 1.27] 13 .50 0.00 0.04 0.011 0 [BASIN DEPTH(FEET) = 1.23] I page 6 I I I I I I I I I I I I I I I I I I I I 13.60 0.00 0.04 [BASIN DEPTH(FEET) = 13.70 0.00 0.04 [BASIN DEPTH(FEET) = 13.80 0.00 0.04 [BASIN DEPTH(FEET) = 13.90 0.00 0.04 [BASIN DEPTH(FEET) = 14.00 0.00 0.04 [BASIN DEPTH(FEET) = 14.10 0.00 0.04 [BASIN"DEPTH(FEET) = 14.20 0.00 0.04 [BASIN DEPTH(FEET) = 14.30 0.00 0.04 [BASIN DEPTH(FEET) = 14.40 0.00 0.04 [BASIN DEPTH(FEET) = 14.50 0.00 0.04 [BASIN DEPTH(FEET) = 14.60 0.00 0.03 [BASIN DEPTH(FEET) = 14.70 0.00 0.03 [BASIN DEPTH(FEET) = 14.80 0.00 0.03 [BASIN DEPTH(FEET) = 14.90 0.00 0.03 [BASIN DEPTH(FEET) = 15.00 0.00 0.03 [BASIN DEPTH(FEET) = 15.10 0.00 0.03 [BASIN DEPTH(FEET) = 15.20 0.00 0.03 [BASIN DEPTH(FEET) = 15.30 0.00 0.03 [BASIN DEPTH(FEET) = 15.40 0.00 0.03 [BASIN DEPTH(FEET) = 15.50 0.00 0.02 [BASIN DEPTH(FEET) = 15.60 0.00 0.02 [BASIN DEPTH(FEET) = 15.70 0.00 0.02 [BASIN DEPTH(FEET) = 15.80 0.00 0.02 [BASIN DEPTH(FEET) = 15.90 0.00 0.02 [BASIN DEPTH(FEET) = 16.00 0.00 0.02 [BASIN DEPTH(FEET) = 16.10 0.00 0.02 [BASIN DEPTH(FEET) = 16.20 0.00 0.02 [BASIN DEPTH(FEET) = 16.30 0.00 0.02 [BASIN DEPTH(FEET) = 16.40 0.00 0.02 [BASIN DEPTH(FEET) = 16.50 0.00 0.02 [BASIN DEPTH(FEET) = 16.60 0.00 0.02 [BASIN DEPTH(FEET) = 16.70 0.00 0.02 1013DBB.OUT 0.011 0 1.19] 0.011 0 1.16] 0.010 0 1.12] 0.010 0 1.09] 0.010 0 1.05] 0.009 0 1.02] 0.009 0 0.98] 0.009 0 0.95] 0.008 0 0.91] 0.008 0 0.88] 0.008 0 0.85] 0.007 0 0.82] 0.007 0 0.79] 0.007 0 0.76] 0.007 0 0.73J 0.006 0 0.71] 0.006 0 0.68] 0.006 0 0.66] 0.006 0 0.63] 0.005 0 0.61] 0.005 0 0.59] 0.005 0 0.57] 0.005 0 0.55] 0.005 0 0.53] 0.005 0 0.51] 0.004 0 0.49] 0.004 0 0.47] 0.004 0 0.45] 0.004 0 0.44] 0.004 0 0.42] 0.004 0 0.41] 0.004 0 page 7 I I I I I I I I I I I I I I I I I I I [BASIN DEPTH(FEET) = 16.80 0.00 0.02 [BASIN DEPTH(FEET) = 16.90 0.00 0.01 [BASIN DEPTH(FEET) = 17.00 0.00 0.01 [BASIN DEPTH(FEET) = 17.10 0.00 0.01 [BASIN DEPTH(FEET) = 17.20 0.00 0.01 [BASIN DEPTH(FEET) = 17.30 0.00 0.01 [BASIN DEPTH(FEET) = 17.40 0.00 0.01 [BASIN DEPTH(FEET) = 17.50 0.00 0.01 [BASIN DEPTH(FEET) = 17.60 0.00 0.01 [BASIN DEPTH(FEET) = 17.70 0.00 0.01 [BASIN DEPTH(FEET) = 17.80 0.00 0.01 [BASIN DEPTH(FEET) = 17.90 0.00 0.01 [BASIN DEPTH(FEET) = 18.00 0.00 0.01 [BASIN DEPTH(FEET) = 18.10 0.00 .0.01 [BASIN DEPTH(FEET) = 18.20 0.00 0.01 [BASIN DEPTH(FEET) = 18.30 0.00 0.01 [BASIN DEPTH(FEET) = 18.40 0.00 0.01 [BASIN DEPTH(FEET) = 18.50 0.00 0.01 [BASIN DEPTH(FEET) = 18.60 0.00 0.01 . [BASIN DEPTH(FEET) = 18.70 0.00 0.01 [BASIN DEPTH(FEET) = 18.80 0.00 0.01 [BASIN DEPTH(FEET) = 18.90 0.00 0.01 [BASIN DEPTH(FEET) = 19.00 0.00 0.01 [BASIN DEPTH(FEET) = 19.10 0.00 0.01 [BASIN DEPTH(FEET) = 19.20 0.00 0.01 [BASIN DEPTH(FEET) = 19.30 0.00 0.01 [BASIN DEPTH(FEET) = 19.40 0.00 0.01 [BASIN DEPTH(FEET) = 19.50 0.00 0.01 [BASIN DEPTH(FEET) = 19.60 0.00 0.01 [BASIN DEPTH(FEET) = 19.70 0.00 0.01 [BASIN DEPTH(FEET) = 19.80 0.00 0.01 [BASIN DEPTH(FEET) = 1013DBB.OUT 0.39] 0.003 0 0.38] 0.003 0 0.36] 0.003 0 0.35] 0.003 0 0.34] 0.003 a 0.33] 0.003 0 0.32] 0.003 a 0.30] 0.003 0 0.29] 0.003 a 0.28] 0.002 0 0.27] 0.002 a 0.26] 0.002 0 0.25] 0.002 a 0.24] 0.002 0 0.23] 0.002 a 0.23] 0.002 a 0.22] 0.002 0 0.21] 0.002 0 0.20] 0.002 0 0.20] 0.002 a 0.19] 0.002 0 0.18] 0.002 a 0.18] 0.002 a 0.17] 0.001 0 0.16] 0.001 0 0.16] 0.001 a 0.15] 0.001 0 0.15] 0.001 a 0.14] 0.001 a 0.14] 0.001 a 0.13] 0.001 a 0.13] page 8 I I 1013DBB.OUT 19.90 0.00 0.00 0.001 0 [BASIN DEPTH(FEET) = 0.12] I 20.00 0.00 0.00 0.001 0 [BASIN DEPTH(FEET) = 0.12] 20.10 0.00 0.00 0.001 0 [BASIN DEPTH(FEET) = ·0.11] I 20.20 0.00 0.00 0.001 0 [BASIN DEPTH(FEET) = 0.11] 20.30 0.00 0.00 0.001 0 [BASIN DEPTH(FEET) = 0.10] I 20.40 0.00 0.00 0.001 0 [BASIN DEPTH(FEET) = 0.10] 20.50 0.00 0.00 0.001 0 [BASIN DEPTH(FEET) = 0.10] I 20.60 0.00 0.00 0.001 0 [BASIN DEPTH(FEET) = 0.09] 20.70 0.00 0.00 0.001 0 [BASIN DEPTH(FEET) = 0.09] I 20.80 0.00 0.00 0.001 0 [BASIN DEPTH(FEET) = 0.09] 20.90 0.00 0.00 0.001 0 [BASIN DEPTH(FEET) = 0.08] I 21.00 0.00 0.00 0.001 0 [BASIN DEPTH(FEET) = 0.08] 21.10 0.00 0.00 0.001 0 [BASIN DEPTH(FEET) = 0.08] 21.20 0.00 0.00 0.001 0 I [BASIN DEPTH(FEET) = 0.08] 21.30 0.00 0.00 0.001 0 [BASIN DEPTH(FEET) = 0.07] 21.40 0.00 0.00 0.001 0 I [BASIN DEPTH(FEET) = 0.07] 21. 50 0.00 0.00 0.001 0 [BASIN DEPTH(FEET) = 0.07] 21.60 0.00 0.00 0.001 0 I [BASIN DEPTH(FEET) = 0.06] 21. 70 0.00 0.00 0.001 O. [BASIN DEPTH(FEET) = 0.06] 21.80 0.00 0.00 0.001 0 I [BASIN DEPTH(FEET) = 0.06] 21.90 0.00 0.00 0.001 0 [BASIN DEPTH(FEET) = 0.06] 22.00 0.00 0.00 0.001 0 I [BASIN DEPTH(FEET) = 0.06] 22.10 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.05] 22.20 0.00 0.00 0.000 0 I [BASIN DEPTH(FEET) = 0.05] 22.30 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.05] 22.40 0.00 0.00 0.000 0 I [BASIN DEPTH(FEET) = 0.05] 22.50 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.05] 22.60 0.00 0.00 0.000 0 I [BASIN DEPTH(FEET) = 0.04] 22.70 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.04] 22.80 0.00 0.00 0.000 0 I [BASIN DEPTH(FEET) = 0.04] 22.90 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.04] 23.00 0.00 0.00 0.000 0 I page 9 I I I 1013DBB.OUT [BASIN DEPTH(FEET) = 0.04] 23.10 0.00 0.00 0.000 0 I [BASIN DEPTH(FEET) = 0.04] 23.20 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.04] 23.30 0.00 0.00 0.000 0 I [BASIN DEPTH(FEET) = 0.03] 23.40 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.03] 23.50 0.00 0.00 0.000 0 I [BASIN DEPTH(FEET) = 0.03] 23.60 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.03] 23.70 0.00 0.00 0.000 0 I [BASIN DEPTH(FEET) = 0.03] 23.80 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.03] 23.90 0.00 0.00 0.000 0 I [BASIN DEPTH(FEET) = 0.03] 24.00 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.03] 24.10 0.00 0.00 0.000 0 I [BASIN DEPTH(FEET) = 0.03] 24.20 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.02] 24.30 0.00 0.00 0.000 0 I [BASIN DEPTH(FEET) = 0.02] 24.40 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.02] 24.50 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.02] I 24.60 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.02] 24.70 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.02] I 24.80 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.02] 24.90 0.00 0.·00 0.000 0 [BASIN DEPTH(FEET) = 0.02] I 25.00 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.02] 25.10 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.02] I 25.20 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.02] 25.30 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.02] I 25.40 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.02] 25.50 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.02] I 25.60 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.01] 25.70 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.01] I 25.80 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.01] 25.90 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.01] I 26.00 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.01] 26.10 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.01] page 10 I I I I 1013DBB.OUT 26.20 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.01] I 26.30 0.00 0.00 0.000 0 [BASIN DEPTH (FEET). = 0.01] 26.40 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.01] I 26.50 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.01] 26.60 0.00 0.00 0.000 0 [BASIN" DEPTH(FEET) = 0.01] I 26.70 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.01] 26.80 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.01] I 26.90 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.01] 27.00 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.01] I 27.10 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.01] 27.20 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.01] I 27.30 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.01] 27.40 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.01] 27.50 0.00 0.00 0.000 0 I [BASIN DEPTH(FEET) = 0.01] 27.60 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.01] 27.70 0.00 0.00 0.000 0 I [BASIN DEPTH(FEET) = 0.01] 27.80 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.01] 27.90 0.00 0.00 0.000 0 I [BASIN DEPTH(FEET) = 0.01] 28.00 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.01] 28.10 0.00 0.00 0.000 0 I [BASIN DEPTH(FEET) = 0.01] 28.20 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.01] 28.30 0.00 0.00 0.000 0 I [BASIN DEPTH(FEET) = 0.01] 28.40 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.01] 28.50 0.00 0.00 0.000 0 I [BASIN DEPTH(FEET) = 0.01] 28.60 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.00] 28.70 0.00 0.00 0.000 0 I [BASIN DEPTH(FEET) = 0.00] 28.80 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.00] 28.90 0.00 0.00 0.000 0 I [BASIN DEPTH(FEET) = 0.00] 29.00 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.00] 29.10 0.00 0.00 0.000 0 I [BASIN DEPTH(FEET) = 0.00] 29.20 0.00 0.00 0.000 0 [BASIN DEPTH(FEET) = 0.00] 29.30 0.00 0.00 0.000 0 I Page 11 I I I I I I I I I I I I I I I I I I I I o [BASIN DEPTH(FEET) = 29.40 0.00 0.00 [BASIN DEPTH(FEET) = 29.50 0.00 0.00 [BASIN DEPTH(FEET) = 29.60 0.00 0.00 [BASIN DEPTH(FEET) = 29.70 0.00 0.00 [BASIN DEPTH(FEET) = 29.80 0.00 0.00 [BASIN DEPTH(FEET) = 29.90 0.00 0.00 [BASIN DEPTH(FEET) = 30.00 0.00 0.00 [BASIN DEPTH(FEET) = 1013DBB.OUT 0.00] 0.000 0 0.00] 0.000 0 0.00] 0.000 0 0.00] 0.000 0 0.00] 0.000 0 0.00] 0.000 0 0.00] 0.000 0 0.00] page 12