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HomeMy WebLinkAboutDrainage Design ReportDRAINAGE DESIGN REPOR FOR Alexandria of Carmel CARMEL, INDIANA RECEIVED ThpR 2120G~ DOCS Prepared for Edward Rose Properties, Inc. 7901 Crawfordsville Rd. Suite 24007 Indianapolis, Indiana 46260 sy: Paul ~: 6onica, P.E. INDIANA PE19900092 3 ~P ~f,'~ ~ s CA~P~ ~~_ .~ 7772 Graham Road Intlianapolis, IN 46250 Phone: (317)842-6777 FA7C: (317)847-4798 www.picripe.com >~ GtOocuments aad Sea!ngs1CWAK;.ft1My nnnimenx\Mc Prnart Fllns1090350 ~ee~ W*~7 KU6 ~SSU&~ i 1 DRAINAGE DESIGN REPORT for Alexandria of Carmel TABLE OF CONTENTS 1.0 Introduction ...................................................................................... 1 1.1 Project Description ...................................................................................1 1.2 Scope of Report .......................................................................................1 2.0 Existing Conditions .......................................................................... 1 3.0 Proposed Master Drainage Plan ..................................................... 1 4.0 Conclusions ..................................................................................... 2 FIGURE 1-Proposed Drainage Areas FIGURE 2 -Portion of Carmel, Indiana FIRM APPENDIX A - StormCAD Calculations APPENDIX B -Proposed Master Drainage Plan Calculations p ~I L~ -, ~~ L~ i CI 1.0 Introduction This report outlines the proposed stormwater management system designed to serve the proposed Alexandria of Carmel apartment complex located southeast of the intersection of Pennsylvania Street and Main Street in Carmel, Indiana. The scope of the report identifies the design parameters for the stormwater detention pond that serves the site. The project is located within the jurisdictional boundaries of the City of Carmel. 1.1 Project Description The proposed development is located on a 26.3 +/- acres with a zoning of Multi-Family (MF) and a portion of Single Family Attached (SFA) along the eastern portion of the property in the Old Meridian District. The tract is bounded by the Meijer District (M) to the south, Single Family Attached zoning (SFA) to the eas±, Special kJse Zoning (Sl!) to the north, and Business (B2) to the west. The project will consist of apartments, with future development of Single Family Attached Dwellings along the future Grand Boulevard. The proposed development will follow the standards of the Old Meridian District overlay. A portion of Community Panel Number 18057C0207F of the Flood Insurance Rate Map for Hamilton County, Indiana (map date effective February 19, 2003) is included as Figure 2. The project lies within Zone X. 1.2 Scope of Report This report summarizes the design for the proposed stormwater management system for the project. An existing pond (2.5 acres +/-) is to be used for storage and had been sized originally for the future development. The original drainage report could not be located for this pond, so new calculations were used. 2.0 Existing Conditions The site currently consists of an existing retirement home on 6.35 acres +/-, an existing single family home on 0.7 acres +/-, and the remaining 16.75 acres +/- remains undeveloped. The undeveloped portion consists mainly of brush and small trees. The retirement home currently drains to the existing 2.5 acre pond with a normal pool elevation of 861.29 and the current outtall has a peak discharge of 2.36 cfs. 3.0 Proposed Master Drainage Plan The proposed master drainage plan is based on the intent of the approved master drainage plan and utilizes the same design criteria. The normal pool elevation for the proposed pond remains at 861.29. The 100-year water surface for the proposed plan will still meet the criteria of a 2' minimum freeboard between the water surface and finished floor elevation of both the existing and proposed buildings. At the request of -1- Hamilton County Surveyors Office, the allowable discharge was calculated as 0.25 cfs per acre of development for this area since it is located in the Fertig Regulated Drain Watershed. The calculated release rate for the pond was found to be 6.58 cfs based on the total 26.3 acres of land. The actual release rate is calculated to be 5.95 cfs. Approved Plan Proposed Plan 100-Year 100-Year Water Surface Water Surface Existin Pond 861.29' Modified Pond 861.29 Allowable Release Rate Proposed Plan Storm Return Event (Fertig Regulated Drain) Release Rate cfs) cfs 100-Year 6.58 5.95 'Number is assumed due to lack of previous drainage report Appendix B contains a detailed breakdown of the Proposed Master Drainage Plan. All the stormwater runoff will be routed through a storm sewer network of pipes to the pond (see Appendix A for StormCAD calculations). 4.0 Conclusions The stormwater runoff from the proposed Alexandria of Carmel development is ' designed to be routed and detained in the modified pond located in the development. The wet detention pond has been designed to provide the necessary storage volume to comply with the original approved master drainage plan and meet the release rate for the Fertig Regulated Drain. Consequently, no adverse impacts are anticipated from this development. -2- ., 1 '~ '~ f ~i i 'I I i ~ i I it ~~~I .I I .I ~I I i ~~ ~~~~~° 4a~18~e R~ gye~ `i~:~ «„ !-~.P 5~~.4 ~~«? so W 2 08 ~ ~A ~ E, m ~z ~ mo Ili ~ i9z < `~ p o9 Opt < ~ ~3 cv -s S g o ~~ o ~ o~ g ~ ~~ O °m C 3 i~ J 1 APPENDIX A StormCAD Calculations Scenario: Base I I Combined Pipe\Node Report ' Label Upstream Node Downstream Node Length (ft) Upstream Inlet Area (acres) Upstream Inlet Rational Coefficient Upstream Inlet CA (acres) Upstream Calculated System CA (acres) Upstream Inlet Rational Flow (cfs) Section Size Full Capacity (cfs) Average \/elocity (ft/s) Upstream Invert Elevation (ft) Downstream Invert Elevation (ft) Constructed Slope (ft/ft) Downstream Cover (ft) Upstream ~ Cover (ft) ~ Notes .Pipe-1 Str#1 Str#2 80 020 0.70 0.14 0.14 1.10 12 inch 1.99 2.60 869.35 869.10 0.003125 2.35 2.70 Pipe-2 Str#2 Str#3 80 023 0.70 0.16 0.30 1.26 12 inch 2.82 4.00 869.00 868.50 0.006250 2.95 2.45 Pipe-3 Str#3 Str#11 170 0.24 0.70 0.17 0.47 1.32 12 inch 3.87 5.60 866.40 867.70 0.011818 4.00 3.05 Pipe-0 Str#4 Str#5 79 0.10 0.70 0.07 0.07 0.55 12 inch 2.00 2.17 869.00 868.75 0.003165 3.70 2.25 Pipe-5 Str#5 Str#6 118 0.14 0.70 0.10 0.17 0.77 72 inch 2.07 2.78 868.65 868.25 0.003390 3.60 3.20 Pipe-6 Str#6 Str#10 118 020 0.70 0.14 0.31 1.10 15 inch 3.52 3.06 868.15 867.80 0.002966 3.80 3.45 Pipe-7 Str#7 Str#8 81 025 0.70 0.18 0.18 1.37 12 inch 2.17 2.92 868.90 868.60 0.003704 2.50 2.05 Pipe-8 Str#8 Str#9 80 0.10 0.70 0.07 0.25 0.55 12 inch 2.52 3.52 868.50 868.10 0.005000 3.00 2.60 Pipe-9 Str#9 Str#10 58 0.30 0.70 027 0.45 7.64 75 inch 3.79 3.50 868.00 867.80 0.003448 3.80 2.85 Pipe-10 Str#10 Str#11 158 0.11 0.70 0.08 0.84 0.60 78 inch 6.47 4.17 867.70 867.10 0.003797 3.50 3.65 Pipe-11 Str#11 Str#18 71 022 0.70 0.15 1.46 121 78 inch 11.15 7.18 867.00 866.20 0.011268 3.00 3.6D Pipe-12 Str#12 Str#13 77 0.13 0.70 0.09 0.09 0.71 12 inch 2.03 2.36 868.85 868.60 0.003247 2.35 2.15 Pipe-13 Str#13 Str#14 90 0.12 0.70 0.08 0.18 0.66 12 inch 2.22 2.96 868.50 868.15 0.003889 2.80 2.45 Pipe-14 Str#74 Str#15 90 0.15 0.70 0.11 028 0.82 12 inch 2.38 3.42 866.05 867.65 0:004444 3.30 2.9U Pipe-15 Str#15 Str#16 90 0.15 0.70 0.11 0.38 0.82 15 inch 3.40 3.11 867.55 867.30 0.002778 - 3.40 3.iS Pipe-16 Str#16 Str#17 107 0.15 0.70 0.11 0.49 0.82 15 inch 4.84 4.32 86720 866.60 0.005607 3.30 3.50 Pipe-17 Str#17 Str#18 49 0.12 0.70 0.06 0.57 0.66 15 inch 5.05 3.38 866.50 866.20 0.006122 325 3.40 Pipe-18 Str#18 Str#25 93 0.24 0.70 0.17 2.20 1.32 24 inch 16.59 6.01 866.00 865.50 0.005376 3.15 2.70 Pipe-19 Str#19 Slr#20 58 0.16 0.70 0.11 0.17 0.88 12 inch 2.09 2.55 867.60 867.40 0.003448 2.60 4.20 Pipe-20 Str#20 Str#22 116 0.16 0.70 0.11 0.22 0.88 12 inch 2.09 2.98 867.30 866.90 0.003448 2 45 2.70 Pipe-21 Slr#21 Str#22 68 029 0.70 020 0.20 1.59 12 inch 2.37 3.23 867.20 866.90 0.004412 2.45 3.70 Pipe-22 Slr#22 Str#24 132 0.29 0.70 0.20 0.63 1.59 15 inch 5.48 5.03 866.80 865.85 0.007197 3.00 2.30 Pipe-23 S[r#23 Str#24 68 024 0.70 0.77 0.17 1.32 12 inch 2.16 1.66 866.10 865.85 0.003676 3.25 4.75 Pipe-24 Strp24 Strlt25 97 027 0.70 0.19 0.99 1.48 21 inch 8.04 3.79 865.75 865.50 0.002577 3.40 2.60 Pipe-25 Slr#25 Strli29 78 0.14 0.70 0.10 3.29 0.77 24 inch 24.30 8.81 865.40 864.50 0.011538 3.70 3.25 Pipe-26 ~ Str#26 Str#27 83 0.24 070 0.17 0.77 1.32 12 inch 1.96 2.67 867.70 867.45 0.003012 225 2.65 Pipe-27 Str#27 Str#28 90 0.12 0.70 0.08 0.25 0.66 12 inch 2.38 ~ 3.37 867.35 866.95 0.004444 2.05 2.35 Pipe-28 Str#28 Str#29 195 0.19 0.70 0.73 0.39 1.04 12 inch 3.91 5.46 866.85 864.50 0.012051 4.70 2.15 Pipe-29 Str#29 Outlet-1 124 0.30 0.70 027 3.88 1.64 30 inch 32.94 7.51 862.30 861.50 0.006452 0.00 5.40 Pipe-30 Str#30 Str#31 82 0.24 0.70 0.17 0.17 1.32 12 inch 2.15 2.88 867.05 866.75 0.003659 1.90 2.05 Pipe-37 Str#31 Str#32 83 0.08 0.70 0.06 022 0.44 12 inch 2.47 3.41 866.65 866.25 0.004819 2.45 2.00 Pipe-32 Str#32 Str#33 135 0.56 0.70 0.39 0.62 3.07 15 inch 527 4.86 866.15 865.25 0.006667 2.10 2.30 Sized for Future Development Pipe-33 Str#33 S[r#34 195 0.94 0.70 0.66 127 5.15 21 inch 9.83 4.66 865.15 864.40 0.003846 1.95 1.70 Sized for Future Development Pipe-34 Sfr#34 Str#35 205 0.68 0.70 0.48 1.75 3.73 24 inch 13.68 4.95 864.30 863.55 0.003659 2.05 1.80 Sized for Future Development Pipe-35 Str#35 Str#36 94 0.67 0.70 0.47 2.22 3.67 27 inch 15.97 4.58 863.45 86320 0.002660 2.80 1.90 Sized for Future Development Pipe-36 Str#36 Str#37 108 0.65 0.70 0.45 2.67 3.56 30 inch 19.73 4.58 863.10 862.85 0.002315 3.25 2.65 Sized for Future Development Pipe-37 Slr#37 Strli38 108 0.10 0.70 0.07 2.74 0.55 30 inch 19.73 4.58 862.75 862.50 0.002315 3.60 3.35 Sized for Future Development Pipe-36 Str#38 StrJt39 85 0.63 0.70 0.44 3.18 3.45 36 inch 28.02 4.38 862.40 86225 0.001765 3.85 3.20 Sized for Future Development Pipe-39 Slr#39 Strtf40 155 0.53 0.70 0.37 3.56 2.97 36 inch 31.69 4.94 862.15 861.80 0.002258 4.10 3.95 Pipe-40 Str#40 Outlet-2 86 0.24 0.70 0.17 372 1.32 36 inch 32.16 5.02 861.70 861.50 0.002326 -0.50 i 420 Pipe-41 Str#41 Outlet-3 28 0.53 0.70 0.37 0.37 2.91 12 inch 4.76 6.36 862.00 861.50 0.017857 1.50 6.70 Pipe-42 Str#42 Outlet4 6 0.34 0.70 024 0.24 1.86 12 inch 10.28 9.94 862.00 861.50 0.083333 1.50 6.10 Pipe-43 Str#43 Outlet-5 27 0.31 0.70 0.22 0.22 1.70 12 inch 4.85 5.63 862.00 861.50 0.018519 1.50 5.80 Title: Alexantlria of Carmel 0:\2002\020350\20200\oa Ics\tl rain age\storm. stm 03/20/03 11:40:06 AM Paul I. Cripe Inc © Haestatl Methods, Inc. 37 Brooksitle Roatl Waterbury, CT 06708 USA +1-203-755-1666 .. :'Y:'_. i ~ ~ i ProjeQ Engineer Paul I. Cripe Inc Storm CAD v5.0 [5.0010) Page 1 of 1 ~ ~ rti ~ r ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ r ~ ~i _,,..~ ~„~.~ y ,...~ APPENDIX 8 Proposed Master Drainage Report Calculations J Job File: O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW Rain Dir: O:\2002\020350\20200\calcs\drainage\ __________________________ __________________________ ' --------JOB-TITLE=--=___-- Project Date: 3/14/2003 Project Engineer: PAUL I. GRIPE, INC. Project Title: Alexandria - Carmel Project Comments: 020350-20200 1 ' S/N: 321DOSA070C9 Paul I. Gripe, Inc. PondPack Ver. 8.0058 Compute Time: 11: 03:55 Date: 03/DD/YYYY Table of Contents i Table of Contents xxxxxxxxxx+++x+xxx+xxx MASTER SUMMARY x+++++xxxxxxxxxxxxxxx+ Watershed....... Master Network Summary ............. 1.01 xxxxxxxxx+++++xxxxxxxx TC CALCULATIONS x+++++xxxxxxxxxxxxxxx ALEXANDRIA...... Tc Calcs ........................... 2.01 SUhIINER TRACE.... Tc Calcs ........................... 2.04 +++++xxxxxxxxxxxxxxxx+ CN CALCULATIONS xxxxxxxxxxxxx++++++++ ALEXANDRIA...... Runoff CN-Area ..................... 3.01 SUhA7ER TRACE.... Runoff CN-Area ..................... 3.02 ++++++++++xxx+++++++ RUNOFF HYDROGRAPHS xxx+++++++++x+++++++ Unit xyd. Equations ................ 4.01 ALEXANDRIA...... Dev 2 Unit Hyd. Summary ............ ...... 4. 03 Unit Hyd. (HYG output) ....... ...... 4. 04 ALEXANDRIA...... Dev 10 Unit Hyd. Summary ............ ...... 4. 06 Unit Hyd. (HYG output) ....... ...... 4. 07 ALEXANDRIA...... Dev100 Unit Hyd. Summary ............ ...... 4. 09 Unit Hyd. (HYG output) ....... ...... 4. 10 5/N: 321DOSA070C9 PondPack Ver. 8.0058 Paul I. Cripe, Inc. Compute Time: 11:03:55 Date: 03/DD/YYYY ~' r Table of Contents ii Table of Contents (continued) SUMMER TRACE.... Dev 2 Unit Hyd. Summary ............ ...... 4. 12 Unit Hyd. (HYG output) ....... ...... 4. 13 SUMMER TRACE.... Dev 10 Unit Hyd. Summary ............ ...... 4. 15 Unit Hyd. (HYG output) ....... ...... 4. 16 SUNIlNER TRACE.... Dev100 Unit Hyd. Summary ............ ...... 4. 18 Unit Hyd. (HYG output) ....... ...... 4. 19 +++++++++x+xxxxxxxxx+++ TIME VS.ELEV +xxx+xxxxx+++++++++++++ POND OUT Dev 2 Time-Elev ............. ............. 5 .01 POND OUT Dev 10 Time-Elev ............. ............. 5 .10 POND OUT Dev100 Time-Elev .............. ............ 5. 19 +xxxx++++++++x++++++xxxx TIME VS.VOL x++++++++++++++++xxx+++ POND OUT Dev 2 Time vs. Volume .......... .......... 6 .01 POND OUT Dev 10 Time vs. Volume .......... .......... 6 .10 POND OUT Dev100 Time vs. Volume .......... .......... 6 .19 x++++++++++++++++++xxxx POND VOLUMES +++++++++xxxxxxx+++++++ POND............ Vol: Elev-Area ..................... 7.01 S/N: 321DOSA070C9 PondPack Ver. 8.0058 Paul I. Gripe, Inc. Compute Time: 11:03:SS Date: 03/DD/YYYY Table of Contents Table of Contents (continued) iii ******************** OUTLET STRUCTURES ********************* Pond Outlet..... Outlet Input Data .................. 8.01 Individual Outlet Curves ........... 8.03 Composite Rating Curve ............. 8.04 xxxxxxx++++++++++++++++ POND ROUTING xxxxxx+x++++++x++++++++ ~~ r f POND OUTLET... .. Dev 2 Diverted Hydrograph ..... ........... 9.01 POND OUTLET... .. Dev 10 Diverted Hydrograph ................ 9.10 POND OUTLET... .. Dev100 Diverted Hydrograph ................ 9.19 S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:SS Date: 03/DD/YYYY Type.... Master Network Summary Page 1.01 Name.... Watershed File.... O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW MASTER DESIGN STORM SUMMARY Network Storm Collection: Hamilton County Total Depth Rainfall Return Event in Type RNF ID Dev 2 2.9500 Synthetic Curve TypeII 24hr Dev 10 4.1500 Synthetic Curve TypeII 24hr Dev100 5.7500 Synthetic Curve TypeII 24hr MASTER NETWORK SUMMARY SCS Unit Hydrograph Method (*NOde=OUtf all; +NOde=Diversion;) (Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt) MaX Return HYG Vol Qpeak Qpea k Max WSEL Pond Storage Node ID _ Type _ Event ______ ac- ft Trun hrs __ cfs ft _ ac-ft _ ____________ ALEXANDRIA ___ ___ AREA 2 ______ 2. ____ __ 249 ___ 12 ___ _ .0000 _____ 37. ___ 42 ______ _ ____ ~. ALEXANDRIA AREA 10 3. 769 11 .9500 62. 13 ALEXANDRIA AREA 100 5. 914 11 .9500 96. 92 *OUT 10 JCT 2 3. 402 14 .8500 1. 93 *OUT 10 JCT 10 5. 675 13 .8000 3. 89 *OUT 10 JCT 100 8. 867 13 .7000 5. 95 POND IN POND 2 3. 505 12 .0000 54. 92 POND ZN POND 10 5. 801 12 .0000 89. 84 POND IN POND 100 9. 020 12 .0000 137. 06 POND OUT POND 2 3. 402 14 .8500 1. 93 662. 30 2.255 POND OUT POND 10 5. 675 13 .8000 3. 89 862. 91 3.666 POND OUT POND 100 8. 867 13 .7000 5. 95 863. 79 5.815 SUMMER TRACE AREA 2 1. 256 12 .0500 18. 14 ,, SUMMER TRACE AREA 10 2. 032 12 .0500 28. 86 SUMMER TRACE AREA 100 3. 106 12 .0500 43. 21 S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11: 03:88 Date: 03/DD/YYYY ~~ Type.... Tc Calcs Page 2.01 Name.... ALEXANDRIA File.... 0:\2002\020350\20200\calcs\drainage\PROPOSED.PPW ........................................................................ TIME OF CONCENTRATION CALCULATOR ........................................................................ Segment #1: Tc: TR-55 Sheet Mannings n .1500 , Hydraulic Length 50.00 ft , 2yr, 24hr P 2.9400 in Slope .020000 ft/ft Avg.Velocity .14 ft/sec t #1 Tim 0979 hrs S egmen e: . Segment #2: Tc: TR-55 Shallow Hydraulic Length 100.00 ft Slope .020000 ft/ft Paved Avg.Velocity 2.67 ft/sec ----------------- ------------ ------- ----Segment #2 Time: - --0097 hrs _____________ _ Segment #3: Tc: TR-55 Channel ~, Flow Area 3.1400 sq.ft Wetted Perimeter 6.30 ft _ Hydraulic Radius .50 ft Slope Mannings n .004000 ft/ft .0110 ~ Hydraulic Length 800.00 ft Avg.Velocity 5.39 ft/sec _________________ ____________________ Segment #3 Time: .0413 hrs ___________________________________ Total Tc 1488 hrs _________________________ _________________________ ~ ~ 5/N: 321DOSA070C9 Paul I. Gripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:S5 Date: 03/DD/yyyy ~. ~- ~, Type.... Tc Calcs Page 2.02 Name.... ALEXANDRIA File.... O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW ________________________________________________________________________ Tc Equations used... ________________________________________________________________________ ___= SCS TR-55 Sheet Flow =______________________________-_____________ Tc = (.007 * ((n * Lf)**0.8)) / ((P**.5) (Sf**.4)) Where: Tc = Time of concentration, hrs n = Mannings n Lf = Flow length, ft P = 2yr, 24hr Rain depth, inches Sf = Slope, ~ ___= SCS TR-55 Shallow Concentrated Flow _______________________________ Unpaved surface: V = 16.1345 * (Sf**0.5) Paved surface: V = 20.3282 * (Sf**0.5) Tc = (Lf / V) / (3600sec/hr) Where: V = Velocity, ft/sec Sf = Slope, ft/ft Tc = Time of concentration, hrs Lf = Flow length, £t ~, 5/N: 321DOSA070C9 Paul I. Cripe, lnc. POndPack Ver. 8.0058 Compute Time: 11:03:SS Date: 03/DD/YYYY ~~ Type.... Tc Calcs Page 2.03 Name.... ALEXANDRIA ' File.... O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW = SCS Channel Flow =__°__-___-__-_____°°_______'_-_____°_-__ R = Aq / Wp V = (1.49 * (R**(2/3)) * {Sf**-0.5)) / n Tc = (Lf / V) / (3600sec/hr) Where: R = Hydraulic radius Aq = Flow area, sq.ft. Wp = Wetted perimeter, ft V = Velocity, ft/sec Sf = Slope, ft/ft n = Mannings n Tc = Time of concentration, hrs Lf = Flow length, ft ~' ~, r ~~ I t S/N: 321DOSA070C9 Palll I. Cripe, Inc. Pond Pa ck Ver. 8.0058 Compute Time: 11: 03:55 Date: 03/DD/YYYY Type.... Tc Calcs Page 2.04 Name.... SUNIlNER TRACE ... O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW File : TIME OF CONCENTRATION CALCULATOR ................. ................. ................... ................... ....................... ....................... ............. ............. ' Segment #1: Tc: TR-55 Sheet Mannings n .1500 Hydraulic Length 100.00 ft 2yr, 24hr P 2.9400 in Slope .010000 ft/ft Avg.Velocity .12 ft/sec Se ment #1 Time: 2248 hrs g . Segment #2: Tc: TR-55 Shallow Hydraulic Length 50.00 ft Slope .025000 ft/ft ' Paved Avg.Velocity 3.21 ft/sec ~, -------- - ------ -------------------- - --Segment #2 Time-__ __ 0043 hrs Segment #3: Tc: TR-55 Channel Flow Area 3.1400 sq.ft Wetted Perimeter 6.30 ft Hydraulic Radius .50 ft Slope .010000 ft/ft Mannings n .0110 Hydraulic Length 615.00 ft Avg.Velocity 8.52 ft/sec Segment #3 Time: -0201 hrs Total Tc 2492 hrs S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:SS Date: 03/DD/YYYY ~~ ~~, Type.... Tc Calcs Page 2.05 Name.... SUMMER TRACE File.... O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW ______ ____________________________ Tc Equations used... ------------------------------------------------------------------------ __- SCS TR-55 Sheet Flow _-________________________- _____________ Tc = (.007 * ((n * Lf)**0.8)) / ((P**.5) * (Sf**.4)) Where: Tc = Time of concentration, hrs n = Mannings n Lf = Flow length, ft P = 2yr, 24hr Rain depth, inches Sf = Slope, ~ ___= SCS TR-55 Shallow Concentrated Flow _______________________________ Unpaved surface: V = 16.1345 * (Sf**0.5) Paved surface: V = 20.3262 * (Sf**0.5) Tc = (Lf / V) / (3600sec/hr) Where: V = Velocity, ft/sec Sf = Slope, ft/ft Tc = Time of concentration, hrs Lf = Flow length, ft S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:SS Date: 03/DD/YYYY ~~ Type.... Tc Calcs Page 2.06 Name.... SUNIMER TRACE File.... O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW ' _-= SCS Channel Flow =____-______________-______-_______________-_ R = Aq / Wp V = (1.49 * (R**(2 /3)) * (Sf**-0.5)) / n Tc = (Lf / V) / (3600sec/hr) ' Where: R = Hydraulic radius Aq = Flow area, sg.ft. wp = Wetted perimeter, ft V = Velocity, ft/sec Sf = Slope, ft/ft n = Mannings n Tc = Time of concentration, hrs Lf = Flow length, ft ~~ r S/N: 321DOSA070C9 Paul I. Gripe, Inc. PondPach, Ver. 8.0058 Compute Time: 11:03:SS Date: 03/DD/YYYY Type.... Runoff CN-Area Page 3.01 Name.... ALEXANDRIA File.... O:\2002\020350\20200\calcs\drainag e\PROPOSED.PPW RUNOFF CURVE NUMBER DATA .......................................................................... .......................................................................... __________________________________________________________________________ Impervious Area Adjustment Adjusted Soil/Surface Description CN acres ~C RUC CN ___________ ___________ ____ _________ _____ _____ ______ Apartments 85 17.450 85.00 ~~ COMPOSITE AREA & WEIGHTED CN ---> 17.450 65.00 (65) :~ ~• ~' S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPaCk Ver. 8.0058 Compute Time: 11: 03:SS Date: 03/DD/YYYY ' Type... . Runoff CN-Area Page 3.02 Name... . SUMMER TRACE File... . O:\2002\020350\20200\calcs\drai nage\PROPOSED.PPW RUNOFF CURVE NUMBER DATA ....... ....... ................................. ................................. .......... .......... ............ ............ ............ ............ Impervious Area Adjustment Adjusted ' Soil/Su rface Description ~ CN __ acres &C 8UC CN _______ pond __________________ _____ ____ 98 ________ 2.150 _____ _____ 98.00 Summer Trace Manor 65 6.350 85.00 COMPOSITE AREA & WEIGHTED CN ---> 8.500 88.29 (88) 1 ....... ....... ................................. ................................. .......... .......... ............ ............ ............. ............. 5/N: 321DOSA070C9 Paul L Cripe, Inc. PondPaCk Ver. 8.0058 Compute Time: 11: 03:SS Date: 03/DD/YYYY Type.... Unit Hyd. Equations Page 4.01 Name.... File.... O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW 1 SCS UNIT HYDROGRAPH METHOD t (Computational Notes) ' DEFINITION OF TERMS: ________________________________________________ At = Total area (acres): A[ = Ai+Ap Ai = Impervious area (acres) Ap = Pervious area (acres) CNi = Runoff curve number for impervious area CNp = Runoff curve number for pervious area ' fLOSS = gKS = f loss constant infiltration (depth/time) Saturated Hydraulic Conductivity (depth/time) Md = Volumetric Moisture Deficit Psi = Capillary Suction (length) hK = Horton Infiltration Decay Rate (time-1) fo = Initial Infiltration Rate (depth/time) fc = Ultimate(capacitylInfiltration Rate (depth/time) Ia = Initial Abstraction (length) dt = Computational increment (duration of unit excess rainfall) Default dt is smallest value of 0.1333TC, rtm, and th (Smallest dt is then adjusted to match up with Tp) UDdt = User specified override computational main time increment (only used if UDdt is => .1333TC) ' D(t) = Point on distribution curve (fraction of P) for time step t K = 2 / (1 + (Tr/Tp)): default K = 0.75: (for Tr/Tp = 1.67) Ks = Hydrograph shape factor = Unit Conversions * K: ' _ ((lhr/3600sec) * (lf t/12in) * ((5280f t)**2/sq.mi)) * K Default Ks = 645.333 * 0.75 = 484 Lag = Lag time from center of excess runoff (dt) to Tp: Lag = 0.6Tc ' ' P = Total precipitation depth, inches Pa(t) = Accumulated rainfall at time step t Pi(t) = Incremental rainfall at time step t qp = Peak discharge (cfs) for lin. runoff, for lhr, for 1 sq.mi. _ (KS * A * q) / Tp (where Q = lin. runoff, A=sq.mi.) ' pu(t) = Unit hydrograph ordinate (cfs) at time step t Q(t) = Final hydrograph ordinate (cfs) at time step t Rai (t)= Accumulated runoff (inches) at time step t for impervious area Rap(t)= Accumulated runoff (inches) at time step t for pervious area ' ~ Rii(t)= Incremental runoff (inches) at time step t for impervious area Rip (t)= Incremental runoff (inches) at time step t for pervious area R (t) = Incremental weighted total runoff (inches) Rtm = Time increment for rainfall table ' Si = S for impervious area: Si = (1000/CNi) - 10 Sp = S for pervious area: Sp = (1000/CNp) - 10 ~ t = Time step (row) number ' Tc = Tb = Time of concentration Time (hrs) of entire unit hydrograph: Tb = Tp + Tr Tp = Time (hrs) to peak of a unit hydrograph: Tp = (dt/2) + Lag Tr = Time (hrs) of receding limb of unit hydrograph: Tr = ratio of Tp S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11: 03:SS Date: 03/DD/YYYY ' Type.... Unit Hyd. Equations Page 4.02 Name.... File.... O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW ' SCS UNIT HYDROGRAPH METHOD (Computational Notes) PRECIPI TATION: ___________________________________ ______________ Column (1): Time for time step t Column (2): D(t) = Point on distribution curve for time step t Column (3): Pi(t) = Pa(t) - Pa (t-1): Col.(4) - Preceding Col.(4) Column (4): Pa(t) = D(t) x P: Col. (2) x P PERVIOU S AREA RUNOFF (using SCS Runoff CN Method) Column (5): Rap(t) = Accumulated pervious runoff for time step t If (Pa(t) is <= 0.2Sp) then use: Rap(t) = 0.0 If (Pa(t) is > 0.2Sp) then use: t i 1 1 1 1 1 1 Rap(t) _ (COl.(4)-0.2Sp)**2 / (Col. (4)+O.BSp) Column (6): Rip(t) = Incremental pervious runoff for time step t Rip(t) = Rap(t) - Rap (t-1) Rip(t) = Col.(5) for current row - Col.(5) for preceding row. IMPERVIOUS AREA RUNOFF ___________________________________________________ Column (7 & 8)... Did not specify to use impervious areas. INCREMENTAL WEIGHTED RUNOFF: ---------------- Column (9): R(t) _ (Ap/At) x Rip(t) + (Ai/At) x Rii(t) R(t) _ (Ap/At) x Col.(6) + (Ai/At) x Col.(B) SCS UNIT HYDROGRAPH METHOD: ---------------------- ---------------- Column (10): 4(t) is computed with the SCS unit hydrograph method using RO and 4u O. ' S/N: 321DOSA070C9 Paul I'. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:SS Date: 03/DD/YYYY ' Type.... Unit Hyd. Summary Page 4.03 Name.... ALEXANDRIA Tag: Dev 2 Event: 2 yr File.... O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW ' Storm... TypeII 24hr Tag: Dev 2 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 2 year storm Duration = 24.0000 hrs Rain Depth = 2.9500 in Rain Dir = O:\2002\020350\20200\calcs\drainage\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = O:\2002\020350\20200\calcs\drainage\ HYG File - ID = - ALEXANDRIA Dev 2 Tc = .1488 hrs Drainage Area = 17.450 acres Runoff CN= 85 C J Computational Time Increment = 01984 hrs Computed Peak Time = 11.9815 hrs Computed Peak Flow = 37.84 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.0000 hrs Peak Flow, Interpolated Output = 37.42 cfs DRAINAGE AREA ID:ALEXANDRIA CN = 85 Area = 17.450 acres S = 1.7647 in 0.25 = .3529 in Cumulative Runoff 1.5463 in 2.249 ac-ft HYG Volume... 2.249 ac-ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .14878 hrs (ID: ALEXANDRIA) Computational Incr, Tm = .01984 hrs = 0. 20000 Tp Unit Hyd. Shape Fact or = 483.432 (37.46 under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/ Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 132.89 cfs Unit peak time Tp = .09918 hrs Unit receding limb, Tr = .39674 hrs Total unit time, Tb = .49592 hrs ' S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:55 Date: 03/DD/YYYY ' Type. ... Unit Hyd. (HYG output) Page 4.04 Name. ... AL EXANDRIA Tag: Dev 2 Event : 2 yr File. ... O: \2002\020350\2020 0\calcs\drainage\PROPOSED. PPW Storm ... TypeII 24hr Tag: Dev 2 ' SCS UNIT HYDRO GRAPH METHOD STORM EVENT: 2 year storm Duration = 24.0000 hrs Rain Depth = 2.9500 in Rain Dir = O:\2002\020350\20200\cal cs \drainage\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = O:\2002\020350\20200\cal cs \drainage\ HYG File - ID = - ALEXANDRIA Dev 2 Tc = .1488 hrs Drainage Area = 17.450 acres Runoff CN= 8 5 Calc.Increment = .01984 hrs Out.Incr.= .0500 hrs HYG Volume = 2.249 ac-ft HY DROGRAPH ORDINATES (cf s) Time ~ Ou tput Time increment = .0500 hrs ' hrs ~ Time on left represents time for first va lue in eac h row. a. osoo ~ .oo .oo of .ol .ol 8. 3000 ~ .02 .02 .03 .04 .04 8 .5500 ~ .OS .06 .06 .07 .08 ' 8 .8000 ~ .09 .09 .10 .11 .12 9 .0500 ~ .13 .14 .16 .15 .16 9 .3000 ~ .17 .16 .18 .19 -20 9 .5500 .21 .22 .23 .24 .25 9 .8000 ~ .27 .26 .30 .31 .33 10 .0500 ~ .35 .36 .38 .41 .43 10 .3000 ~ .45 .46 .50 .53 .56 10 .5500 ~ .59 .62 .66 .70 .74 10 .8000 .78 .83 .88 .93 .98 11 .0500 ~ 1.04 1.11 1.19 1 .29 1 .40 11 .3000 ~ 1.52 1.64 1.77 1 .90 2 .05 11. 5500 ~ 2.45 3.43 4.94 7 .42 10 .54 ' 11. 8000 ~ 14.77 20.70 30.06 37 .04 37 .42 12. 0500 ~ 32.95 22.88 14.24 9 .92 7 .66 12. 3000 ~ 6.68 5.94 5.36 4 .89 4 .44 12. 5500 ~ 4.06 3.73 3.48 3 .31 3 .19 ' 12. 8000 ~ 3.08 2.98 2.87 2 .78 2 .68 13. 0500 ~ 2.58 2.50 2.43 2 .36 2 .31 13. 3000 ~ 2.25 2.20 2.14 2 .09 2 .03 13. 5500 ~ 1.98 1.93 1.89 1 .84 1 .60 13. 8000 1.76 1.73 1.68 1 .65 1 .61 14. 0500 ~ 1.57 1.54 1.52 1 .50 1 .48 14. 3000 ~ 1.47 1.45 1.44 1 .42 1 .41 14. 5500 1.40 1.38 1.37 1 .36 1 .34 14. 8000 1.33 1.32 1,30 1 .29 1 .28 15. 0500 ~ 1.26 1.25 1.24 1 .22 1 .21 15. 3000 ~ 1.19 1.16 1.16 1 .15 1 .14 15. 5500 ~ 1.12 1.11 1.09 1 .08 1 .07 ' 15. 8000 ~ 1.05 1.04 1.02 1 .01 1 .00 ~_ S/N: 321D06A070C9 Paul I. Gripe, Inc. PondPack Ver. 8.0058 Compute Time: 11: 03:55 Date: 03/DD/YYYY I 1 t Type .... U nit Hyd. (HYG output) Page 4.05 Name .... A LEXANDRIA Tag: Dev 2 Event: 2 yr File .... O :\2002\02 0350\20200\calcs\d rainage\PROPOSED. PPW Storm... T ypeII 24hr Tag: Dev 2 HYDROGRAPH ORDINATES (cf s) Time ~ Output Time increment = .0500 hrs hrs ~ Time on l eft represent s time for first value in each row. 16 .0500 .98 .97 .96 .96 .95 16 .3000 ~ .94 .94 .93 .93 .93 16 .5500 ~ .92 .92 .91 .91 .90 16 .8000 ~ .90 .89 .89 .88 .BB 17 .0500 ~ .87 .87 .86 .86 .85 17 .3000 ~ .85 .84 .84 .83 .83 17 .5500 ~ .82 .82 .81 .81 .80 17 .8000 ~ .80 .79 .79 .78 ~ .78 18 .0500 ~ .77 .77 .76 .76 .75 16 .3000 ~ .75 .74 .73 .73 .72 18 .5500 ~ .72 .71 .71 .70 .70 16 .8000 ~ .69 .69 .68 .68 .67 19 .0500 ~ .67 .66 .66 .65 .65 19. 3000 ~ .64 .64 .63 .63 .62 19. 5500 ~ .62 .61 .61 .60 .60 19. 6000 ~ .59 .58 .58 .57 .57 20. 0500 ~ .56 .56 .56 .56 .55 20. 3000 ~ .55 .55 .55 -55 .55 20. 5500 ~ .55 .55 .55 .55 .54 20. 8000 ~ .54 .54 .54 .54 .54 21. 0500 ~ .54 .54 .54 .54 .53 21. 3000 ~ .53 .53 .53 .53 .53 21. 5500 ~ .53 .53 .53 .53 .53 21. 6000 ~ .52 .52 .52 .52 .52 22. 0500 ~ .52 .52 .52 .52 .51 22. 3000 .51 .51 .51 .51 .51 22. 5500 ~ .51 .51 .51 .51 .51 22. 8000 .50 .50 .50 .50 .50 23. 0500 ~ .50 .50 .50 .50 .49 23. 3000 ~ .49 .49 .49 .49 .49 23. 5500 ~ .49 .49 .49 .49 .49 23. 8000 ~ .48 .48 .48 .48 .48 24. 0500 ~ .42 .26 .12 .OS .02 24. 3000 .O1 .00 .00 .00 ' S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:55 Date: 03/DD/YYYY Type... . Unit Hyd. Summary Page 4.06 Name... . ALEXANDRIA Tag: Dev 10 Event: 10 yr File... . O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW Storm.. . TypeII 24hr Tag: Dev 10 ' SCS UNIT HYDROGRAPH METHOD STORM EVENT: 10 year storm Duration = 24.0000 hrs Rain Depth = 4.1500 in ' Rain Dir = O:\2002\020350\20200\calcs\drainage\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = O:\2002\020350\20200\calcs\drainage\ ' HYG File - ID = - ALEXANDRIA Dev 10 Tc = .1488 hrs Drainage Area = 17.450 acres Runoff CN= BS ' Computational Time Increment = 01984 hrs Computed Peak Time = 11.9616 hrs Computed Peak Flow = 63.03 cfs Time Increment for HYG File .0500 hrs Peak Time, Interpolated Output = 11.9500 hrs Peak Flo Interpolated Output 62 13 cfs ' - w- - -=---- - - DRAINAGE AREA ID:ALEXANDRIA ' CN 85 Area = 17.450 acres S = 1.7647 in 0.25 = .3529 in Cumulative Runoff 2.5923 in 3.770 ac-ft HYG Volume... 3.769 ac-ft (area under HYG curve) '~ ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .14878 hrs (ID: ALEXANDRIA) Computational Incr, Tm = .01984 hrs = 0.20000 Tp ' Unit Hyd. Shape Factor = 483.432 (37.46 under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6696 (solved from K = .7491) ' Unit peak, qp = 132.89 cfs Unit peak time Tp = .09918 hrs Unit receding limb, Tr = .39674 hrs Total unit time, Tb = .49592 hrs S/N: 321DOSA070C9 Paul L Cripe, Snc. PondPaek VeY. 8.0058 Compute Time: 11: 03:SS Date: 03/DD/YYYY ~i Type.... Unit Hyd. (HYG output) Page 4.07 Name.... ALEXANDRIA Tag: Dev 10 Event: 10 yr File.... O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW Storm... TypeII 24hr Tag: Dev 10 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 10 year storm Duration = 24 .0000 hrs Rain Depth = 4.1500 in Rain Dir = O: \2002\020350\20200 \calcs \drainage\ Rain File -ID = - TypeII 24hr Unit Hyd Type = De fault Curvilinear HYG Dir = O: \2002\020350\20200 \calcs \drainage\ HYG File - ID = - ALEXANDRIA Dev 10 Tc = .1 488 hrs Drainage Area = 17 .450 acres Runoff CN= 8 5 Ca1c.Increment= .0 1984 hrs Out. Zncr.= .0500 hrs HYG Volume = 3. 769 ac-ft - HYDROG RAPH ORDINATES (cf s) Time ~ Ou tput Time increment = .0500 hrs hrs ~ Time on left repr esents time for fi rst va lue in eac h row. 6 .3500 .00 .00 .Ol .O1 .02 6 .6000 ~ .02 .03 .04 .04 .OS 6 .8500 ~ .06 .06 .07 .OB .08 7 .1000 ~ .09 .10 .10 .11 .12 7 .3500 ~ .12 .I3 .14 .14 .15 7 .6000 ~ .16 .17 .17 .18 .19 7 .8500 ~ .19 .20 .21 .22 .22 8 .1000 ~ .23 .24 .26 .27 .28 8 .3500 ~ .29 .31 .32 .34 .35 8 .6000 .37 .38 .40 .42 .44 8 .8500 ~ .45 .47 .49 .51 .53 9 .1000 .55 .56 .57 .59 .60 9 .3500 ~ .61 .62 .63 .64 .66 9 .6000 .67 .69 .72 .74 .77 9 .8500 ~ .60 .83 .87 .90 .93 10 .1000 ~ .97 1 .01 1.05 1 .10 1 .15 10 .3500 ~ 1.20 1 .25 1.30 1 .35 1 .41 10 .6000 ~ 1.47 1 .54 1.62 1 .70 1 .78 10 .8500 ~ 1.87 1 .96 2.06 2 .15 2 .26 11 .1000 ~ 2.39 2 .55 2.73 2 .93 3 .15 11 .3500 ~ 3.37 3 .60 3.83 4 .10 4 .85 11 .6000 ~ 6.70 9 .51 14.01 19 .49 26 .70 11 .8500 ~ 36.45 51 .53 62.13 61 .68 53 .60 12 .1000 ~ 36.95 22 .88 15.85 12 .50 10 .57 12 .3500 ~ 9.36 6 .45 7.70 6 .97 6 .37 12 .6000 ~ 5.85 5 .46 5.19 4 .99 4 .81 12 .8500 ( 4.65 4 .49 4.33 4 .17 4 .03 13 .1000 ~ 3.89 3 .78 3.68 3 .59 3 .50 13 .3500 ~ 3.41 3 .33 3.24 3 .16 3 .07 13 .6000 ~ 3.00 2 .92 2.86 2 .80 2 .73 13 .8500 ~ 2.67 2 .61 2.55 2 .48 2 .43 14 .1000 ~ 2.38 2 .34 2.31 2 .29 2 .26 S/N: 321DOSA070C9 Paul I. Gripe, Ine. PondPack Ver. 8.0058 Compute Time: 11:03:SS Date: 03/DD/YYYY [~ LJ ~J 1 Type .... U nit Hyd. (HYG output) Page 4.08 Name .... A LEXANDRIA Tag: Dev 10 Event: 1 0 yr File .... 0 :\2002\020350 \20200\calcs\d rainage \PROPOSED .PPW Stor m... T ypeII 24hr Tag: Dev 10 HYDROGRAPH ORDINAT ES (cf s) Time ~ Output Time increm ent = .0500 hrs hrs ~ Time on left represent s time for first value in each row. ___ 14 ______ .3500 I_________ 2 __ .24 2 .22 2 ________ .20 ___ 2 ____ .18 ________ 2 _____ .16 14 .6000 ~ 2 .13 2 .11 2 .09 2 .07 2 .05 14 .8500 ~ 2 .03 2 .01 1 .99 1 .96 1 .94 15 .1000 ~ 1 .92 1 .90 1 .88 1 .85 1 .83 15 .3500 ~ 1 .81 1 .79 1 .77 1 .75 1 .73 15 .6000 1 .70 1 .68 1 .66 1 .64 1 .61 15 .8500 ~ 1 .59 1 .57 1 .55 1 .53 1 .51 16 .1000 1 .49 1 .48 1 .46 1. 46 1 .45 16 .3500 ~ 1 .44 1 .43 1 .42 1. 42 1 .41 16 .6000 ~ 1 .40 1 .39 1 .39 1. 38 1 .37 16 .8500 ~ 1 .36 1 .36 1 .35 1. 34 1 .33 17 .1000 1 .32 1 .32 1 .31 1. 30 1 .29 17 .3500 ~ 1 .29 1 .28 1 .27 1. 26 1 .25 17 .6000 1 .25 1 .24 1 .23 1. 22 1 .21 17 .8500 ~ 1 .21 1 .20 1 .19 1. 18 1 .16 18 .1000 ~ 1 .17 1 .16 1 .15 1. 14 1 .14 18 .3500 ~ 1 .13 1 .12 1 .11 1. 10 1 .10 18 .6000 ~ 1 .09 1 .06 1 .07 1. 07 1 .06 18 .8500 1 .05 1 .04 1 ,03 1. 03 1 .02 19 .1000 1 .01 1 .00 .99 . 99 .96 19 .3500 ~ .97 .96 .95 . 95 .94 19 .6000 ~ . 93 .92 .91 . 91 .90 19 .8500 ~ . 89 .88 .87 . 87 .86 20 .1000 . 85 .85 .84 . 84 .84 20 .3500 ~ . 84 .84 .84 . 83 .83 20 .6000 ~ . 83 .83 .83 . 83 .83 20 .8500 ~ . 82 .82 .82 . 82 .82 21 .1000 ~ . 82 . 82 .81 . 81 .81 21 .3500 ~ . 81 . 81 .81 . 80 .80 21 .6000 ~ . 80 . 80 .80 . 80 .79 21 .8500 ~ . 79 . 79 .79 . 79 .79 22 .1000 ~ . 79 . 78 .78 . 78 .78 22 .3500 ~ . 78 . 78 .77 . 77 .77 22 .6000 ~ . 77 . 77 .77 . 77 .76 22 .8500 ~ . 76 . 76 .76 . 76 .76 23 .1000 ~ . 75 . 75 .75 . 75 .75 23 .3500 ~ . 75 . 74 .74 . 74 .74 23 ,6000 . 74 . 74 .74 . 73 .73 23 .8500 ~ . 73 . 73 .73 . 72 .64 24 .1000 ~ . 40 . 16 .08 . 03 .O1 24 .3500 ~ . O1 . 00 .00 S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:SS Date: 03/DD/YYYY Type.... Unit Hyd. Summary Page 9.09 Name.... ALEXANDRIA Tag: Dev100 Event: 100 yr File.... 0:\2002\020350\20200\calcs\drainage\PROPOSED.PPW ' Storm... TypeII 24hr Tag: Dev100 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm ' Duration = 24.0000 hrs Rain Depth = 5.7500 in Rain Dir = O:\2002\020350\20200\calcs\drainage\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear ' HYG Dir = O:\2002\020350\20200\calcs\drainage\ HYG File - ID = - ALEXANDRIA Dev100 Tc = .1488 hrs Drainage Area = 17.450 acres Runoff CN= 85 Computational Time Increment = .01984 hrs Computed Peak Time = 11.9616 hrs Computed Peak Flow 97.52 cfs Time Increment for HYG File .0500 hrs Peak Time, Interpolated Output = 11.9500 hrs Peak-Flow-Interpolated_OUtput-=----96.42-cfs DRAINAGE AREA ___________________ ' ID:ALEXANDRZA CN 85 Area = 17.450 acres S = 1.7647 in ' 0.2S = .3529 in Cumulative Runoff ' 4.0672 in 5.914 ac-ft HYG Volume... 5.914 ac-ft (area under HYG curve) ' ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .14878 hrs (ID: ALEXANDRIA) Computational Incr, Tm = .01984 hrs = 0.20000 Tp ' Unit Hyd. Shape Factor = 483.432 (37.46 under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, gp = 132.89 cfs Unit peak time Tp = .09918 hrs Unit receding limb, Tr = .39674 hrs Total unit time, Tb = .49592 hrs ,\ S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11: 03:58 Date: 03/DD/YYYY Type .... Unit Hyd. (HYG output) Page 4.10 Name .... A LEXANDRIA Tag: Dev100 Event: 10 0 yr File .... O :\2002\020350 \20200\calcs\drainage\PROPOSED. PPW Stor m... TypeII 24hr Tag: Dev100 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration = 29.0000 hrs Rain Dep th = 5.7500 in ' Rain Dir = O:\2002\020350\20200\cal cs\drainage\ Rain File -ID = - TypeIZ 24hr Unit Hyd Type = Default Curvilinear HYG Dir = O:\2002\020350\20200\cal cs\drainage\ ' HYG File - ID = - ALEXANDRIA Dev100 Tc = .1488 hrs Drainage Area = 17.450 acres Runoff CN= 85 Ca1c.Incr ement= .01984 hrs Out.Incr .= .0500 hrs HYG Volume = 5.914 ac-ft HYDROGRAPH ORDINATES (cf s) Time ~ Output Time increment = .050 0 hrs ' hrs i Time on left represents time for first value in eac h row. ___ 4 ______ .9500 _ ~ .00 _______________________________ .00 .O1 __ __________ .O1 __ _____ .02 5 .2000 .03 .04 .OS .06 .07 5 .4500 .07 .08 .09 .10 .11 ' 5 .7000 ~ .12 .13 .14 .15 .16 5 .9500 .17 .18 .19 .20 .21 6 .2000 ~ .22 .23 .24 . 25 .26 6 .4500 ~ .27 .28 .29 .30 .31 6 .7000 ~ .32 .34 .35 .36 .37 6 .9500 ~ .38 .39 .40 .41 .43 7 .2000 ~ .44 .45 .46 .47 .48 7 .4500 ~ -49 .51 .52 .53 .54 ' 7 .7000 ~ .55 .57 .58 .59 .60 7 .9500 ~ .62 .63 .64 .66 .68 8 .2000 .70 .72 .75 .78 .80 ' 8 8 .4500 ~ .7000 ~ .63 .96 .86 .89 1.01 1.04 1 .92 .07 1 .95 .11 8 .9500 ~ 1.14 1.18 1.21 1 .24 1 .26 9 .2000 ~ 1.26 1.30 1.32 1 .33 1 .35 9 .4500 ~ 1.36 1.38 1.39 1. 42 1 .45 ' 9 .7000 ~ 1.50 1.55 1.60 1 .65 1 .71 9 .9500 ~ 1.76 1.82 1.88 1 .94 2 .01 10 .2000 2.09 2.17 2.25 2 .33 2 .42 10 .4500 ~ 2.50 2.60 2.69 2 .80 2 .91 10 .7000 ~ 3.05 3.18 3.33 3 .47 3 .63 ' 10 .9500 ~ 3.76 3.94 4.11 4 .34 4 .59 11 .2000 ~ 4.90 5.23 5.59 5 .95 6 .33 11 .4500 ~ 6.70 7.13 8.39 11 .49 16 .15 11 .7000 ~ 23.52 32.26 43.55 58 .45 81 .15 ' 11 .9500 ~ 96.42 94.59 81.47 55 .88 34 .47 12 .2000 ~ 23.79 18.69 15.77 13 .97 12 .57 12 .4500 ~ 11.43 10.35 9.44 8 .66 8 .08 12 .7000 ~ 7.68 7.38 7.12 6. 88 6 .63 ' S/N: 321DO8A070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11: 03:55 Date: 03/DD/YYYY Type .... Unit Hyd. (HYG output) Page 4.11 Name .... AL EXANDRIA Tag: Dev100 Event: 10 0 yr File .... O: \2002\0203 50 \20200\ca lcs\dra inage \PROPOSED .PP W Stor m... TypeII 24hr Tag: Dev100 HYDROGRAPH OR DINATES (cfs) Time ~ Output Time i ncrement = .0500 hrs hrs ~ Time o n left represents time for first va lue in each row. 12 .9500 ~ 6. 40 6 .16 5 .95 5 .74 5 .57 13 .2000 ~ 5. 42 5 .29 5 .15 5 .03 4 .90 13 .4500 ~ 4. 77 4 .64 4 .52 4 .41 4 ,30 13 .7000 ~ 4. 20 4 .11 4 .01 3 .92 3 .83 13 .9500 ~ 3. 74 3 .65 3 .57 3 .49 3 .44 14 .2000 ~ 3. 39 3 .35 3 .32 3 .29 3 .25 14 .4500 ~ 3. 22 3 .19 3 .16 3 .13 3 .10 14 .7000 ~ 3. 07 3 .04 3 .00 2 .97 2 .94 14 .9500 ~ 2. 91 2 .87 2 .64 2 .81 2 .78 15 .2000 ~ 2. 75 2 .71 2 .68 2 .65 2 .62 15 .4500 ~ 2. 56 2 .55 2 .52 2 .49 2 .46 15 .7000 2. 42 2 .39 2 .36 2 .33 2 .30 15 .9500 2. 27 2 .23 2 .20 2 .17 2 .15 16 .2000 ~ 2. 14 2 .12 2 .11 2 .10 2 .09 16 .4500 ~ 2. 08 2 .07 2 .06 2 .04 2 .03 16 .7000 ~ 2. 02 2 .01 2 .00 1 .99 1 .98 16 .9500 1. 97 1 .95 1 .94 1 .93 1 .92 ' 17 .2000 ~ 1. 91 1 .89 1 .68 1 .87 1 .86 17 .4500 1. 85 1 .84 1 .63 1 .81 1 . 80 17 .7000 ~ 1. 79 1 .78 1 .77 1 .76 1 .75 17 .9500 ~ 1. 73 1 .72 1 .71 1 .70 1 .69 ' 18 .2000 ~ 1. 68 1 .66 1 .65 1 .64 1 .63 18 .4500 ~ 1. 62 1 .61 1 .60 1 .58 1 .57 18 .7000 ~ 1. 56 1 .55 1 .54 1 .52 1 .51 18 .9500 ~ 1. 50 1 .49 1 .48 1 .47 1 .46 ' 19 .2000 ~ 1. 44 1. 43 1 .42 1 .41 1 .40 19 .4500 1. 38 1 .37 1 .36 1 .35 1 .34 19 .7000 ~ 1. 33 1. 32 1 .30 1 .29 1 .28 19 20 .9500 ~ .2000 ~ 1. 1. 27 23 1. 1. 26 22 1 1 .25 .22 1 1 .24 .22 1 1 .23 .22 20 .4500 ~ 1. 21 1. 21 1 .21 1 .21 1 .20 20 .7000 ~ 1. 20 1. 20 1 .20 1 .19 1 .19 20 .9500 ~ 1. 19 1. 19 1 .19 1 .18 1 .16 21 .2000 ~ 1. 18 1. 18 1 .18 1 .17 1 .17 21 .4500 ~ 1. 17 1. 17 1 .16 1 .16 1 .16 21 .7000 ~ 1. 16 1. 16 1 .15 1 .15 1 .15 21 .9500 ~ 1. 15 1. 14 1 .14 1 .19 1 .14 22 .2000 ~ 1. 13 1. 13 1 .13 1 .13 1 .12 22 .4500 ~ 1. 12 1. 12 1 .12 1 .12 1 .11 22 .7000 ~ 1. 11 1. 11 1 .11 1 .10 1 .10 22 .9500 ~ 1. 10 1. 10 1 .09 1 .09 1 .09 23 .2000 1. 09 1. 06 1 .06 1 .08 1 .08 23 .4500 ~ 1. 08 1. 07 1 .07 1 .07 1 .07 23 .7000 1. 06 1. 06 1 .06 1 .06 1 .06 23 .9500 ~ 1. 05 1. 05 .93 .57 .26 24 .2000 . 11 . OS .02 .O1 .00 24 .4500 . 00 1 ~~ 1 r S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:SS Date: 03/DD/YYYY Type... . Unit Hyd. Summary Page 4.12 Name... . SUMMER TRACE Tag: Dev 2 Event: 2 yr File... . O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW Storm.. . TypeII 24hr Tag: Dev 2 ' SCS UNIT HYDROGRAPH METHOD STORM EVENT: 2 year storm Duration = 24.0000 hrs Rain Depth = 2.9500 in ' Rain Dir = O:\2002\020350\20200\calcs\drainage\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = 0:\2002\020350\20200\calcs\drainage\ ' HYG File - ID = - SUMMER TRACE Dev 2 Tc = .2492 hrs Drainage Area = 8.500 acres Runoff CN= 86 Computational Time Increment = .03322 hrs Computed Peak Time = 12.0273 hrs Computed Peak Flow 18.22 cfs ' Time Increment for HYG File .0500 hrs Peak Time, Interpolated Output = 12.0500 hrs Peak Flow, Interpolated Output = 18.14 cfs -- - DRAINAGE AREA ID:SUtM4ER TRACE I CN 88 Area = 8.500 acres S = 1.3636 in 0.25 = .2727 in Cumulative Runoff 1.7738 in 1.256 ac-ft HYG Volume... 1.256 ac-ft (area under xYG curve) ' ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .24918 hrs (ID: SUMMER TRACE) Computational Incr, Tm = .03322 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46 under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 38.65 cfs Unit peak time Tp = .16612 hrs Unit receding limb, Tr = .66449 hrs Total unit time, Tb = .83061 hrs S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack VeT. 8.0058 Compute Time: 11: 03:SS Date: 03/DD/YYYY Type. ... Unit Hyd. (HYG output) Page 4.13 Name. ... SU D'N7ER TRACE Tag: Dev 2 Event : 2 yr File. ... O: \2002\020350\2020 0\calcs\drainage\PROPOSED.PP W Storm ... TypeII 24hr Tag: Dev 2 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 2 year storm Duration = 24.0000 hrs Rain Depth = 2.9500 in ' Rain Dir = O:\2002\020350\20200\calcs \drainage\ Rain File -ID = - TypeII 24hr Unit Hyd Type Default Curvilinear HYG Dir = O:\2002\020350\20200\calcs \drainage\ HYG File - ID = - SUNV4ER TRACE Dev 2 Tc = .2492 hrs Drainage Area = 6.500 acres Runoff CN= 88 Ca1c.Increment = .03322 hrs Out.Incr.= .0500 hrs ' HYG Volume = 1.256 ac-ft HY DROGRAPH ORDINATES (cf s) T ime ~ Ou tput Time increment = .0500 hrs h rs i Time on left represents time for first va -- ~ lue in eac ------- h _- row. -- 6. 8000 .00----- ------ -___.00--~~~----.00 .00 .01 7. 0500 ~ .O1 .O1 .O1 .O1 .02 7. 3000 ~ .02 .02 .02 .03 .03 7. 5500 ~ .03 .03 .03 .04 .04 7. 8000 ~ .04 .04 .OS .OS .OS 8. 0500 ~ .OS .06 .06 .06 .07 8. 3000 .07 .07 .08 .OB .09 8. 5500 ~ .09 .09 .10 .10 .11 8. 8000 ~ .11 .12 .13 .13 .14 9. 0500 ~ .14 .15 -15 .26 .16 9. 3000 ~ .17 .17 .18 .18 .19 9. 5500 ~ .19 .19 .20 .21 .21 9. 8000 .22 .23 .24 .25 .26 10. 0500 ~ .27 .28 .29 .30 .32 10. 3000 ~ .33 .35 .36 .36 .39 10. 5500 ~ .41 .43 .45 .47 .49 10. 8000 ~ .52 .55 .57 .60 .63 11. 0500 ~ .66 .70 .74 .79 .64 11. 3000 ~ .91 .97 1.04 1 .11 1 .19 ' 11. 5500 ~ 1.33 1.60 Z.13 2 .98 4 .24 11. 8000 ~ 5.89 8.19 11.33 14 .89 17 .50 12. 0500 18.14 16.50 13.28 10 .03 7 .50 12. 3000 ~ 5.85 4.77 4.02 3 .47 3 .04 12. 5500 ~ 2.69 2.41 2.18 2 .00 1 .87 ' 12. 8000 ~ 1.77 1.69 1.63 1 .56 1 .51 13. 0500 ~ 1.45 1.40 1.35 1 .31 1 .27 13. 3000 ( 1.24 1.21 1.18 1 .15 1 .12 13. 5500 ~ 1.09 1.06 1.03 1 .01 .99 13. 8000 ~ .96 .94 .92 .90 .88 14. 0500 ~ .86 .84 -82 .BI .79 14. 3000 .78 .76 .77 .76 .75 14. 5500 ~ .74 .74 .73 .72 .72 ~~ S/N: 321DOSA070C9 Paul L Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11: 03:SS Date: 03/DD/YYYY Type. ... Unit Hyd. (HYG output) Page 4.14 Name. ... SU NIINER TRACE Tag: Dev 2 Event: 2 yr File. ... O: \2002\020350 \20200\calcs\d rainage\PROPOSED .PPW Storm ... TypeII 24hr Tag: Dev 2 L HYDROGRAPH ORDINATES (cf s) T ime ~ Output Time increment = .0500 hrs h rs ~ Time on left represent s time for first value in each row. 1 '-- 14. ---~ 6000 ~ ---------- .71 ---------- .70 -------- .69 .69 .68 15. 0500 ~ .67 .66 .66 .65 .64 15. 3000 ~ .64 .63 .62 .61 .61 15. 5500 ~ .60 .59 .58 .58 .57 15. 8000 ~ .56 .55 .55 .54 .53 16. 0500 ~ .52 .52 .51 .51 .50 16. 3000 ~ .50 .50 .49 .49 .49 16. 5500 ~ .48 .48 .48 .48 .47 16. 8000 ~ .47 .47 .47 .46 .46 17. 0500 ~ .46 .45 .45 .45 .45 17. 3000 ~ .44 .44 .49 .44 .43 17. 17. 5500 8000 ~ .43 -42 .43 .42 .43 .41 -42 .41 .42 .41 18. 0500 ~ .40 .40 .40 .40 .39 18. 3000 ~ .39 .39 .39 .38 .38 18. 5500 ~ .38 .38 .37 .37 .37 1 18. 8000 ~ .36 .36 .36 .36 .35 19. 0500 .35 .35 .35 .34 .34 19. 3000 .34 .33 .33 .33 .33 19. 5500 ~ .32 .32 .32 .32 .31 19. 8000 ~ .31 .31 .30 .30 .30 20. 0500 ~ .30 .29 .29 -29 .29 20. 3000 ( .29 .29 .29 .29 .29 20. 5500 ~ .28 .28 .28 .28 .28 20. 8000 ~ 28 .26 .28 .28 .28 1 21. 0500 ~ .28 .28 .28 .28 .28 21. 3000 ~ .28 .28 .28 -28 .27 21. 5500 ~ .27 .27 .27 .27 .27 21. 8000 ~ .27 .27 .27 .27 .27 22. 0500 ~ .27 .27 .27 .27 .27 22. 3000 ~ .27 .27 .27 .26 .26 22. 5500 ~ .26 .26 .26 .26 .26 22. 8000 ~ .26 .26 .26 .26 .26 ' 23. 0500 ~ .26 .26 .26 .26 .26 23. 3000 .26 .26 .25 .25 .25 23. 5500 ~ .25 .25 .25 .25 .25 23. 6000 ~ .25 .25 .25 .25 .25 24. 0500 ~ .24 .21 .15 .10 .06 24. 3000 ~ .04' .02 .O1 .O1 .O1 24. 5500 ~ .00 .00 .00 ' S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11: 03:55 Date: 03/DD/YYYY Type.... Unit Hyd. Summary Page 4.15 Name.... SUNIMER TRACE Tag: Dev 10 Event: 10 yr File.... O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW Storm... TypeIZ 24hr Tag: Dev 10 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 10 year storm Duration = 24.0000 hrs Rain Depth = 4.1500 in Rain Dir = O:\2002\020350\20200\calcs\drainage\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = O:\2002\020350\20200\calcs\drainage\ HYG File - ID = - SUMMER TRACE Dev 10 Tc = .2492 hrs Drainage Area 8.500 acres Runoff CN= 88 Computational Time Increment = .03322 hrs Computed Peak Time = 12.0273 hrs Computed Peak Flow 29.12 cfs Time Increment for HYG File .0500 hrs Peak Time, Interpolated Output = 12.0500 hrs Peak Flow, Interpolated Output = 28.86 cfs =----____ _________________ DRAINAGE AREA ___________________ ID:SUMMER TRACE ' CN 88 Area = 8.500 acres S = 1.3636 in 0.25 = .2727 in Cumulative Runoff ------------------- 2.8684 in 2.032 ac-ft HYG Volume... 2.032 ac-ft (area under HYG curve) ' ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .24918 hrs (ID: SUMMER TRACE) Computational Incr, Tm = .03322 hrs = 0.20000 Tp ' Unit Hyd. Shape Factor = 483.432 (37.46& under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .74911 Unit peak, ~ = 36.65 cfs Unit peak time Tp = .16612 hrs Unit receding limb, Tr = .66449 hrs Total unit time, Tb = .83061 hrs LJ ' S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11: 03:SS Date: 03/DD/YYYY Type. ... Unit Hyd. (HYG output) Page 4.16 Name. ... SU MMER TRACE Tag: Dev 10 Event: 1 0 yr File. .... 0: \2002\020350\20200\calcs\drainage\PROPOSED.PPW Storm ... TypeII 24hr Tag: Dev 10 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 1 0 year storm Duration = 24.0000 hrs Rain Depth = 4.1500 in ' Rain Dir = O:\2002\020350\20200\calcs \drainage\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = O:\2002\020350\20200\calcs \drainage\ ' HYG File - ID = - SUMMER TRACE Dev 10 Tc = .2492 hrs Drainage Area = 8.500 acres Runoff CN= 88 Ca1c.Increment= .03322 hrs Out.Incr.= .0500 hrs HYG Volume = 2.032 ac-ft HYDROGRAPH ORDINATES (cf s) T ime ~ Ou tput Time increment = .0500 hrs h rs i Time on left represents time for first va lue in eac ____ h __ row. _____ 5. 3000 _____ ~ .00 _____________________________ .00 .00 ______ .O1 .O1 5. 5500 ~ .O1 .O1 .02 .02 .02 5. 8000 ( .03 .03 .03 .04 .04 6. 0500 ~ .04 .OS .OS .OS .06 6. 3000 ~ .06 .06 .07 .07 .07 6. 5500 ~ .OB .OB .08 .09 .09 ' 6- 8000 ~ .09 .10 .10 .11 .11 7. 0500 ~ .11 .12 .12 .13 .13 7. 3000 ~ .13 .14 .14 .14 .15 7. 5500 ~ .15 .16 .16 .16 .17 7. 8000 ~ .17 .18 .18 .19 .19 8. 0500 ~ .19 .20 .20 .21 .22 8. 3000 ~ .22 .23 .24 .25 -26 - 8. 5500 ~ .27 .28 .29 .30 .31 8. 8000 ~ .32 .33 .34 .35 .36 9, 0500 ~ .37 .38 .39 .40 .41 9, 3000 ~ .42 .42 .43 .43 .44 9. 5500 ~ .45 .45 .46 .47 .48 9. 10. 8000 0500 ~ .50 ~ .59 .52 .53 .61 .63 .55 .65 .57 .68 10. 3000 ~ .70 .73 .76 .78 .81 10. 5500 ~ .84 .88 .91 .95 .99 10. 8000 ~ 1.04 1.08 1.13 1 .18 1 .23 11. 0500 ~ 1.29 1.35 1.42 1 .50 1 .60 11. 3000 ( 1.71 1.82 1.94 2 .06 2 .19 11. 5500 ~ 2.43 2.91 3.83 5 .28 7 .40 11. 8000 ~ 10.14 13.84 18.80 24 .29 28 .16 12. 0500 ~ 28.86 26.04 20.84 15 .68 11 .68 ' 12. 3000 ~ 9.07 7.37 6.18 5 .32 4 .66 12. 5500 ~ 4.12 3.68 3.32 3 .04 2 .64 12. 8000 ~ 2.69 2.57 2.47 2 .37 2 .28 13. 0500 ~ 2.20 2.12 2.05 1 .98 1 .93 S/N: 321DOSA070C9 Paul L Ciipe, Inc. POndPaCk Ver. 8.0058 Compute Time: 11:03:SS Date: 03/DD/YYYY Type .... Unit Hyd. (HYG output) Page 4.17 Name .... SU D4+ER TRACE Tag: Dev 10 Event: 10 yr File .... 0: \2002\020350 \20200\calcs\d rainage\PROPOSED. PPW Storm... TypeII 24hr Tag: Dev 10 ', HYDROGRAPH ORDINATES (cf s) Time ~ Output Time increment = .0500 hrs hrs ~ Time on left represent s time for first value in each row. i --- 13 ---~ .3000 ---------- 1.87 ---- - 1. --- 63 --------------- 1.78 ---- 1.73 ----- --- 1.69 13 .5500 ~ 1.64 1. 60 1.56 1.52 1.49 13 .8000 ~ 1.45 1. 42 1.39 1.35 1.32 14 .0500 ~ 1.29 1. 26 1.24 1.21 1.19 14 .3000 ~ 1.18 1. 17 1.15 1.14 1.13 14 .5500 ~ 1.12 1. 11 1.10 1.08 1.07 14 .8000 ~ 1.06 1. 05 1.04 1.03 1.02 15 .0500 ~ 1.01 1. 00 .99 .97 .96 15 .3000 ~ .95 . 94 .93 .92 .91 15 .5500 ~ .90 . 88 .87 .86 .85 15 .8000 ~ .84 . 83 .82 .81 .80 16 .0500 ~ .78 . 77 .76 .76 .75 16 .3000 ~ .74 . 74 .74 .73 .73 16 .5500 .72 . 72 .71 .71 .71 16 .8000 ~ .70 . 70 .69 .69 .69 17 .0500 ~ .68 . 66 .67 .67 .67 17 .3000 ~ .66 . 66 .66 .65 .65 17 .5500 ~ .64 . 64 .63 .63 .63 17 .8000 ~ .62 . 62 .61 .61 .61 18 .0500 I .60 . 60 .59 .59 .59 18 .3000 ~ .58 . 58 .57 .57 .57 ' 18 .5500 ~ .56 . 56 .55 .55 .55 18 .8000 ~ .54 . 54 .53 .53 .53 19 .0500 ~ .52 . 52 .51 .51 .51 19 .3000 ~ .50 . 50 .49 .49 .49 I 19 .5500 ~ .48 . 48 .47 .47 .47 19 .6000 .46 . 46 .45 .45 .44 20 .0500 .44 . 44 .43 .43 .43 '; 20 20 .3000 ~ .5500 ~ .43 .42 . . 43 42 .43 .42 .42 .42 .42 .92 20 .8000 ~ .42 . 42 .42 .42 .42 21 .0500 ~ .42 . 41 .41 .41 .41 21. 3000 ~ .41 . 91 .41 .41 .41 21. 5500 ~ .41 . 41 .41 .40 .40 21. 8000 ~ .40 . 40 .40 .40 .40 22. 0500 ~ .40 . 40 .40 .40 .40 22. 3000 ~ .40 . 39 .39 .39 .39 ' 22. 5500 ~ .39 . 39 .39 .39 .39 ~ 22. 8000 ~ .39 . 39 .39 .36 .38 23. 0500 ~ .38 . 38 .38 .38 .38 23. 3000 ~ .38 . 38 .38 .38 .38 23. 5500 ~ .38 . 37 .37 .37 .37 23. 8000 ~ .37 . 37 .37 .37 .37 24. 0500 .35 . 30 .23 .15 .09 24. 3000 ~ .06 . 03 .02 .O1 .O1 24. 5500 ~ .00 . 00 .00 .00 r I 1 1 ' S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11: 03:SS Date: 03/DD/YYYY Type.... Unit Hyd. Summary Page 4.18 Name.... SUMMER TRACE Tag: Dev100 Event: 100 yr File.... O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW ' Storm... Typell 24hr Tag: Dev100 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration = 24.0000 hrs Rain Depth = 5.7500 in Rain Dir = O:\2002\020350\20200\calcs\drainage\ Rain File -ID = - Typell 24hr Unit Hyd Type = Default Curvilinear , HYG Dir = O:\2002\020350\20200\calcs\drainage\ ' HYG File - ID = - SUMMER TRACE Dev100 Tc = .2492 hrs Drainage Area = 8.500 acres Runoff CN= 88 Computational Time Increment = .03322 hrs Computed Peak Time = 12.0273 hrs 43.74 cfs Computed Peak Flow = ' Time Increment for HYG File .0500 hrs Peak Time, Interpolated Output = 12.0500 hrs 43.21 Interpolated cfs Peak Flow Output -=---- - - =- _ DRAINAGE AREA ~ ___________________ ID:SUMMER TRACE ~ CN 88 Area = 8.500 acres S = 1.3636 in 0.25 = .2727 in Cumulative Runoff _____ _____ _ _ _ _ _ _ _ _ _ 4.3855 in 3.106 ac-ft HYG Volume... 3.106 ac-ft (area under HYG curve) ' ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .24918 hrs (ID: SUhII~4ER TRACE) Computational Incr, Tm = .03322 hrs = 0.20000 Tp ~, Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) _ ' Unit peak, qp = 38.65 cfs Unit peak time Tp = .16612 hrs Unit receding limb, Tr = .66449 hrs Total unit time, Tb = .83061 hrs S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0068 Compute Time: 11:03:SS Date: 03/DD/YYYY Type. ... Unit Hyd. (HYG output) Page 4 .19 Name. ... SU MMER TRACE Tag: Dev100 Event: 100 yr File. ... O: \2002\020350\202 00\calcs\drainage\PROPOSED.PPW ' Storm ... TypelI 24hr Tag SCS UNIT HYDR : Dev100 OGRAPH METHOD STORM EVENT: 100 year storm Duration = 24.0000 hrs Rain Depth = 5.7500 in Rain Dir = O:\2002\020350\20200\calcs\drainage\ - Rain File -ZD = - TypeIZ 24hr Unit Hyd Type = Default Curvilinear . HYG Dir = O:\2002\020350\20200\calcs\drainage\ , HYG File - ID = - SUMMER TRACE Dev100 Tc = .2492 hrs Drainage Area = 8.500 acres Runoff CN= 88 ~ Ca1c.Incremen t= .03322 hrs Out.Incr.= .0500 hrs ~ HYG Volume = 3.106 ac-ft H YDROGRAPH ORDINATES (cf s) Time ~ O utput Time increment = .0500 h rs hrs ~ Time on left represents time for first value in eac __________________ h r ___ ow. ____ _ 4. ___ 0500 I_ _____ ~ .00 _____________________ .00 .00 . O1 . Ol 4. 3000 ~ .O1 .02 .02 . 02 . 03 4. 5500 .03 .04 .04 . OS . OS 4. 8000 ~ .06 .06 .07 . 07 . 07 5. 0500 ~ .08 .OS .09 - 09 . 10 5. 3000 .10 .11 .11 . 12 . 13 5 .5500 ~ .13 -14 .14 . 15 - 15 5 .6000 ~ .16 .16 .17 . 17 . 18 ' 6 .0500 ~ .18 .19 .20 . 20 . 21 6 .3000 ~ .21 .22 .22 . 23 . 24 6 .5500 ~ .24 .25 .25 . 26 . 27 ' 6 .8000 ~ .27 .26 .28 . 29 . 30 7 .0500 ~ .30 .31 .31 . 32 . 33 7 .3000 ~ .33 .34 .35 . 35 . 36 7 .5500 ~ .36 .37 .38 . 38 . 39 7 .8000 ~ .40 .40 .41 . 42 . 42 8 .0500 ~ .43 .44 .45 . 46 . 47 8 .3000 ~ .48 .50 .51 . 53 - 54 8 8 .5500 .8000 .56 .65 .56 .59 . .66 .66 . 61 70 . . 63 72 9 .0500 ~ .74 .75 .77 . 78 . 80 9 .3000 ~ .81 .81 .82 . 83 . 84 9 .5500 ~ .85 .85 .87 . 88 . 91 ' 9 .8000 ~ .93 .96 .96 1. 01 1. 04 ~ 10 .0500 ~ 1.07 1.11 1.14 1. 18 1. 22 10 .3000 ~ 1.26 1.30 1.35 1. 40 1. 44 _ 10 .5500 ~ 1.49 1.54 1.60 1. 66 1. 73 10 .8000 1.80 1.87 1.95 2 .03 2. 11 11 .0500 ~ 2.20 2.29 2.41 2 .54 2. 69 11 .3000 ~ 2.86 3.04 3.22 3 .42 3. 62 11 .5500 ~ 3.98 4.75 6.20 8 .50 11. 80 '. 11 .8000 ~ 16.00 21.59 28.96 36 .98 42. 47 r ~. S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11: 03:SS Date: 03/DD/YYYY Type .... U nit Hyd. (HYG output) Page 4.20 Name .... S UhIIdER TRACE Tag: Dev100 Event: 10 0 yr File .... O :\2002\020350 \20200\calcs\dra inage \PROPOSED. PPW Stor m... T ypeII 24hr Tag: Dev100 ' HYDROGRAPH OR DINAT ES (cf s) Time ~ Output Time i ncrem ent = .0500 hrs h rs ~ Time on left represents time for first value in each row. 12 .0500 ~ 43 .21 38.78 30 .92 23.19 17 .24 12 .3000 ~ 13 .35 10.82 9 .06 7.78 6 .79 12 .5500 ~ 6 .00 5.35 4 .82 4.42 4 .12 12 .8000 ~ 3 .90 3.73 3 .58 3.44 3 .31 13 .0500 ~ 3 .16 3.07 2 .96 2.87 2 .79 13 .3000 ~ 2 .71 2.64 2 .57 2.50 2 .44 13. 5500 ~ 2 .37 2.31 2 .25 2.20 2 .14 13. 8000 ~ 2 .10 2.05 2 .00 1.95 1 .91 L 14. 0500 ~ 1 .86 1.82 1 .78 1.75 1 .72 14. 3000 ~ 1 .70 1.68 1 .66 1.64 1 .63 14. 5500 ~ 1 .61 1.59 1 .58 1.56 1 .55 14. 8000 1 .53 1.51 1 .50 1.48 1 .47 15. 0500 1 .45 1.43 1 .42 1.40 1 .39 15. 3000 ~ 1 .37 1.35 1 .34 1.32 1 .30 15. 5500 ~ 1 .29 1.27 1 .26 1.24 1 .22 15. 8000 ~ 1 .21 1.19 1 .17 1.16 1 .14 16. 0500 ~ 1 .13 1.11 1 .10 1.09 1 .08 ~, 16. 3000 ~ 1 .07 1.06 1 .06 1.05 1 .04 16. 5500 ~ 1 .04 1.03 1 .03 1.02 1 .01 16. 8000 ~ 1 .01 1.00 1 .00 .99 .99 17. 0500 ~ .98 .97 .97 .96 .96 17. 3000 ~ .95 .95 .94 .93 .93 17. 5500 ~ .92 .92 .91 .90 .90 17. 8000 .89 .89 .86 .BB .87 18. 0500 ~ .66 .86 .85 .85 .84 ~' 18. 3000 ~ .83 .63 .82 .82 .81 18. 5500 ~ .81 .80 .79 .79 .78 18. 8000 ~ .78 .77 .76 .76 .75 '. 19. 19. 0500 ~ 3000 ~ .75 .72 .74 .71 .74 .71 .73 .70 .72 .69 19. 5500 .69 .68 .66 .67 .67 19. I 6000 .66 .65 .65 .64 .64 20. 0500 ~ .63 .63 .62 .62 .61 20. 3000 .61 .61 .61 .61 .61 20. 5500 ~ .61 .60 .60 .60 .60 20. 8000 ~ .60 .60 .60 .60 .59 21. 0500 ~ . 59 .59 .59 .59 .59 21. 3000 ~ . 59 .59 .59 .58 .58 ~~ 21. 5500 . 58 .58 .58 .58 .58 21. 6000 ~ . 58 .57 .57 .57 .57 22. 0500 ~ . 57 .57 .57 .57 .57 22. 3000 ~ . 56 .56 .56 .56 .56 22. 5500 ~ .56 .56 .56 .56 .55 22. 8000 ~ . 55 .55 .55 .55 .55 23. 0500 ~ . 55 .55 .54 .54 .54 ~ 23. 3000 ~ . 54 .54 .54 .54 .54 , 23. 5500 ~ . 54 .53 .53 .53 .53 r r ' S/N: 321DOSA070C9 Paul I. Gripe, Inc. PondPack Ver. 8.0058 Compute Time: 11: 03:SS Date: 03/DD/YYYY Type.... Unit Hyd. (HYG output) Page 4.21 Name.... SUD'QNER TRACE Tag: Dev100 Event: 100 yr File.... O:\2002\020350 \20200\calcs\drainage\PROPOSED. PPW Storm... TypeII 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time ~ Output Time increment = .0500 hrs hrs ~ Time on left represents time for first value in each row. 23.8000 ~ .53 .53 -53 .53 .52 - 24.0500 ~ .50 .43 .33 -22 .13 24.3000 ~ .OS .OS .03 .02 .O1 24.5500 ~ .O1 .00 .00 .00 '~. r ~~ ~r S/N: 321DOSA090C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:55 Date: 03/DD/YYYY Type .... Time-Elev Page 5.01 Name .... POND OUT Tag: Dev 2 Event: 2 yr File .... O:\200 2\020 350\202 00\cal cs\dr ainage \PROPOS ED.PPW Stor m... TypeII 24h r Tag : Dev 2 TIME vs. EL EVATIO N (ft) Time ~ Output Time incre ment = .0500 hrs hrs i Time on left represents time for fir st val ue in each row. 6 .8000 ~ 861 .29 861 29 861 .29 861. 29 861 29 7 .0500 ~ 661 .29 861. 29 861 .29 861. 29 861 .29 7 .3000 ~ 861 .29 861. 29 861 .29 861. 29 861 .29 7 .5500 ~ 861 .29 861. 29 861 .29 861. 29 861 .29 7 .8000 861 .29 861. 29 861 .29 861. 29 861 .29 8 .0500 ~ 861 .29 861. 29 861 .29 861. 29 861 .29 ~' 8 8 .3000 .5500 ~ 861 861 .29 .29 861. 861. 29 29 861 661 .29 .29 861. 661. 29 29 861 861 .29 .29 8 .8000 ~ 861 .29 861. 29 861 .30 861. 30 861 .30 9 .0500 , 861 .30 861. 30 861 .30 861. 30 861 .30 9 .3000 ~ 861 .30 861. 30 861 .30 861. 30 861 .30 I 9 .5500 ~ 861 .30 861. 30 861 .30 861. 31 861 .31 9 .8000 ~ 861 .31 861. 31 861 .31 861. 31 861 .31 10 .0500 ~ 861 .31 661. 31 861 .31 861. 32 861 .32 10 .3000 ~ 861 .32 661. 32 861 .32 861. 32 861 .32 10 .5500 ~ 661 .33 661. 33 861 .33 861. 33 861 .33 10 .8000 ~ 661 .34 861. 34 861 .34 861. 34 861 .35 11 .0500 ~ 861 .35 861. 35 661 .36 861. 36 861 .36 11 .3000 I 861 .37 861. 37 861 .38 861. 38 861 .39 ~ 11 .5500 ~ 861 .40 861. 40 861 .42 861. 43 861 .46 ~ 11 .8000 ~ 861 .49 861. 53 861 .60 861. 69 861 .79 12 .0500 ~ 861 .86 861. 97 862 .02 862. 07 862 .10 12 .3000 ~ 862 .12 862. 14 862 .15 862. 17 862 .18 12 .5500 ~ 862 .19 862. 20 862 .21 862. 21 862 .22 12 .8000 862 .22 862. 23 862 .24 862. 24 862 .25 13 .0500 ~ 862 .25 662. 25 862 .26 862. 26 862 .26 13 .3000 ~ 662 .27 862. 27 862 .27 862. 28 862 .28 13 .5500 ~ 862 .28 862. 28 862 .28 862. 29 862 .29 ~' 13 .8000 862 .29 862. 29 862 .29 862. 29 862 .29 14 .0500 ~ 862 .30 862. 30 662 .30 862. 30 662 .30 14 .3000 862 .30 862. 30 862 .30 862. 30 862 .30 14 .5500 ~ 862 .30 862. 30 862 .30 862. 30 862 .30 14 .8000 ~ 862 .30 662. 30 862 .30 862. 30 862 .30 15 .0500 ~ 862 .30 862. 30 862 .30 862. 30 862 .30 15 .3000 ~ 862 .30 662. 30 862 .30 862. 30 862 .30 15 .5500 ~ 662 .30 862. 30 862 .30 862. 30 862 .30 15 .8000 ~ 862 .30 862. 30 862 .30 862. 30 862 .30 16 .0500 ~ 662 .30 862. 30 862 .30 862. 29 862 .29 16 .3000 ~ 862 .29 862. 29 862 .29 862. 29 862 .29 16 .5500 ~ 862 .29 862. 29 862 .29 862. 29 862 .29 16 .8000 ~ 862 .28 862. 28 862 .26 862. 28 862 .26 17 .0500 ~ 862 .26 662. 28 862 .28 862. 28 862 .26 17 .3000 ~ 862 .27 862. 27 862 .27 862. 27 862 .27 17 .5500 862 .27 862. 27 862 .27 862. 27 862 .27 17 8000 I 662 26 862 26 862 26 862 26 862 .26 . . . . . ~;. I I S/N: 321DOSA070C9 Paul I. Gripe, Inc. PondPack Ver. 8.0058 Compute Time: ll:03:SS Date: 03/DD/YYYY ' Type.... Time-Elev Page 5.02 Name.... POND OUT Tag: Dev 2 Event: 2 yr File.... O:\2002\020350\20200\ca lcs\drainage\PROPOSED.PPW Storm... TypeZI 24hr Tag: Dev 2 TIME vs. ELEVATION (ft) I _J .~ ~~ i Time ~ Output Time increment = .0500 hrs hrs ~ Time on left represents time for first value in each row. 18 .0500 ~ 862 .26 862. 26 862 .26 862 .26 862 .25 18 .3000 ~ 862 .25 862. 25 862 .25 862. 25 862 .25 16 .5500 ~ 662 .25 862. 25 862 .24 862. 24 862 .24 18 .8000 ~ 662 .24 862. 24 662 .24 662. 24 862 .24 19 .0500 ~ 662 .23 862. 23 862 .23 862. 23 862 .23 19. 3000 862 .23 862. 23 862 .23 862. 22 862 .22 19. 5500 ~ 862 .22 862. 22 862 .22 862. 22 862 .22 19. 8000 ~ 862 .21 862. 21 862 .21 862. 21 862 .21 20. 0500 ~ 862 .21 662. 21 862 .20 862. 20 862 .20 20. 3000 ~ 862 .20 862. 20 862 .20 862. 20 862 .19 20 .5500 ~ 862 .19 662. 19 862 .19 862. 19 862 .19 20 .8000 ~ 862 .19 862. 18 862 .18 862. 18 862 .18 21 .0500 ~ 862 .18 862. 18 862 .18 662. 17 862 .17 21 .3000 ~ 862 .17 862. 17 662 .17 862. 17 862 .17 21 .5500 ~ 862 .17 862. 16 862 .16 862. 16 862 .16 21. 8000 ~ 862 .16 862. 16 862 .16 862. 16 862 .15 22 .0500 862 .15 862. 15 862 .15 862. 15 862 .15 22 .3000 662 .15 862. 14 862 .14 862. 14 862 .14 22. 5500 862 .14 862. 14 862 .14 862. 14 862 .13 22. 8000 ~ 862 .13 862. 13 862 .13 862. 13 862 .13 23. 0500 ~ 862 .13 862. 13 862 .13 862. 12 662 .12 23. 3000 862 .12 662. 12 862 .12 662. 12 862 .12 23. 5500 ~ 862. 12 862. 11 862 .11 862. 11 862 .11 23. 8000 ~ 862 .11 862. 11 862 .11 862. 11 862 .11 24. 0500 ~ 862. 10 862. 10 862 .10 862. 10 862 .10 24 .3000 ~ 862 .09 862. 09 862 .09 862. 09 862 .09 24 .5500 ~ 862 .08 862. 08 862 .08 862. 08 862 .07 24 .6000 ~ 862 .07 862. 07 862 .07 862. 06 862 .06 25. 0500 ~ 662 .06 862. 06 862 .06 862. 05 862 .05 25. 3000 ~ 862 .05 862. 05 862 .04 862. 04 662 .04 25. 5500 ~ 862 .04 862. 04 862 .03 862. 03 662 .03 25. 8000 ~ 862 .03 862. 03 662 .02 862. 02 862 . 02 26. 0500 ~ 862 .02 862. 02 662 .01 862. 01 862 .01 26. 3000 ~ 862. 01 862. 01 862 .00 862. 00 862 .00 26. 5500 ~ 862. 00 862. 00 861 .99 861. 99 861 .99 26. 8000 ~ 861. 99 861. 99 861 .98 861. 98 861 .98 27. 0500 ~ 861. 98 861. 98 861 .96 661. 97 861 .97 27. 3000 ~ 861. 97 861. 97 861 .97 861. 97 661 .96 27. 5500 ~ 861. 96 861. 96 861 .96 861. 96 861 .96 27. 8000 ~ 861. 95 861. 95 861 .95 861. 95 861 .95 26. 0500 ~ 861 .95 861. 94 .861 .94 861. 94 861 .94 26. 3000 ~ 861. 94 861. 94 861 .93 861. 93 861 .93 28. 5500 ~ 861. 93 861. 93 861 .93 861. 92 861 .92 28. 8000 ~ 661. 92 861. 92 861 .92 861. 92 861 .92 29. 0500 861. 91 661. 91 861 .91 861. 91 861 .91 29. 3000 ~ 861. 91 861. 91 861 .90 861. 90 661 .90 ,~ S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:55 Date: 03/DD/YYYY Type.... Time-Elev Page 5.03 Name.... POND OUT Tag: Dev 2 Event: 2 yr File.... O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW Storm... TypeIZ 24hr Tag: Dev 2 TIME vs. ELEVATION (ft) l '~. ~~, Time ~ Output Time increment = .0500 hrs hrs ~ Time on left repre sents time for first value in each row. 29 .5500 ~ 861. 90 861. 90 861 .90 861 .90 861 .89 29 .8000 ~ 861. 89 861. 89 861 .89 861 .89 861 .89 30 .0500 ~ 861 .89 861. 89 861 .88 861 .68 861 .88 30 .3000 ~ 861 .68 861. 68 861 .68 861 .66 861 .88 30 .5500 ~ 861 .67 861. 87 861 .87 861 .87 861 .87 30 .8000 ~ 861 .87 861. 87 861 .87 861 .86 861 .86 31 .0500 ~ 861 .66 861. 86 861 .66 861 .86 861 .86 31 .3000 ~ 861 .86 861. 85 861 .85 861 .85 861 .85 31 .5500 ( 861 .85 661. 85 661 .85 861 .85 861 .65 31 .6000 ~ 861 .84 661. 84 861 .84 861 .84 861 .84 32 .0500 ( 861 .84 861. 84 861 .84 861 .84 861 .64 32 .3000 ~ 661 .83 861. 83 861 .83 861 .83 861 .83 32 .5500 ~ 661 .83 661. 83 861 .83 861 .83 861 .83 32 .8000 ~ 861 .82 861. 82 861 .82 661 .82 861 .82 33 .0500 ~ 861 .82 861. 82 861 .82 661 .82 861 .82 33 .3000 ~ 861 .81 861. 81 861 .81 861 .81 861 .81 33 .5500 ~ 861 .81 861. 81 861 .81 861 .81 861 .81 33 .8000 ~ 861 .81 861. 80 861 .80 661 .80 861 .80 34 .0500 ~ 861 .80 861. 80 861 .80 861 .80 861 .80 34 .3000 ~ 861 .80 861. 80 861 .80 861 .79 861 .79 34 .5500 ~ 861 .79 861. 79 861 .79 861 .79 861 .79 34 .8000 ~ 861 .79 861. 79 861 .79 861 .79 861 .79 35 .0500 ~ 861 .78 861. 76 861 .76 861 .78 661 .78 35 .3000 ~ 861 .76 861. 76 661 .78 861 .78 661 .78 35 .5500 ~ 861 .78 661. 78 861 .78 861 .77 861 .77 35 .8000 ~ 861 .77 661. 77 861 .77 861 .77 861 .77 36 .0500 ~ 861 .77 861. 77 861 .77 861 .77 861 .77 36 .3000 ~ 861 .76 861. 76 861 .'76 861 .76 861 .76 36 .5500 ~ 861 .76 861. 76 861 .76 861 .76 861 .76 36 .8000 ~ 861 .76 861. 76 861 .76 661 .75 861 .75 37 .0500 ~ 861 .75 861. 75 861 .75 861 .75 861 .75 37 .3000 ~ 861 .75 861. 75 861 .75 861 .75 861 .75 37 .5500 ~ 861 .75 861. 75 861 .74 861 .74 861 .74 37 .8000 ~ 861 .74 861. 74 661 .74 861 .74 861 .74 36 .0500 861 .74 661. 74 661 .74 861 .74 861 .74 38 .3000 ~ 861 .73 861. 73 661 .73 861 .73 861 .73 38 .5500 ~ 861 .73 661. 73 861 .73 861 .73 861 .73 38 .8000 ~ 661 .73 861. 73 861 .73 861 .73 861 .72 39 .0500 ~ 661 .72 861. 72 861 .72 861 .72 861 .72 39 .3000 ~ 661 .72 861. 72 861 .72 661 .72 861 .72 39 .5500 ~ 861 .72 861. 72 861 .72 861 .71 861 .71 39 .8000 ~ 861 .71 861. 71 861 .71 861 .71 861 .71 40 .0500 ~ 861 .71 861. 71 861 .71 861 .71 861 .71 40 .3000 ~ 861 .71 861. 71 861 .71 861 .70 861 .70 40 .5500 ~ 861 .70 861. 70 661 .70 861 .70 661 .70 40 .8000 ~ 861 .70 861. 70 861 .70 861 .70 861 .70 S/N: 321DOSA070C9 Paul I. Czipe, Inc. PondPack VeY. 8.0058 Compute Time: 11:03:88 Date: 03/DD/YYYY Type .... Ti me-Elev Page 5.04 Name .... P OND OUT Tag: Dev 2 Event: 2 yr File .... 0 :\200 2\020 350\202 00\cal cs\dra inage \PROPOS ED.PPW Storm... T ypeII 24h r Tag : Dev 2 ' TIME v ELE s VATIO N (ft) . Time ~ Output Time incre ment - 0500 hrs hrs ~ Time on left represents time for fir st value in each row. 41 .0500 ~ 861 .70 861. 70 661 .69 861 .69 861 .69 41 .3000 ~ 861 .69 861. 69 661 .69 861 .69 861 .69 41 .5500 ~ 861 .69 861. 69 861 .69 861 .69 861 .69 41 .6000 ~ 861 .69 861. 69 861 .69 861 .68 861 .68 42 .0500 ~ 861 .68 861. 68 861 .68 861 .68 861 .68 42 .3000 ~ 861 .68 861. 68 861 .68 861 .68 861 .68 42 .5500 ~ 861 .68 861. 68 861 .68 861 .67 661 .67 '' 42 .8000 ~ 861 .67 861. 67 861 .67 861 .67 661 .67 43 .0500 ~ 861 .67 861. 67 861 .67 861 .67 661 .67 43 .3000 861 .67 861. 67 861 .67 861 .67 661 .66 43 5500 ~ 861 .66 861. 66 861 .66 861 .66 661 .66 43 . .8000 ~ 861 .66 861. 66 861 .66 861 .66 861 .66 44 .0500 ~ 661 .66 861. 66 861 .66 861 .66 861 .66 44 .3000 ~ 861 .66 861. 65 861 .65 861 .65 861 .65 44 .5500 ~ 861 .65 861. 65 ~ 861 .65 861 .65 861 .65 44 .8000 ~ 861 .65 861. 65 861 .65 861 .65 861 .65 45 .0500 ~ 861 .65 861. 65 861 .65 861 .64 861 .64 45 .3000 ~ 661 .64 861. 64 861 .64 861 .64 861 .64 45 .5500 ~ 661 .64 861. 64 861 .69 661 .64 861 .64 45 .8000 ~ 861 .64 861. 64 861 .69 861 .64 861 .64 46 .0500 ~ 861 .63 861. 63 861 .63 861 .63 861 .63 46 .3000 ~ 861 .63 661. 63 861 .63 861 .63 861 .63 46 .5500 ~ 861 .63 861. 63 861 .63 861 .63 861 .63 ~ 46 .8000 ( 861 .63 861. 63 661 .63 861 .62 861 .62 ~ 47 .0500 ~ 861 .62 861. 62 861 .62 861 .62 861 .62 97 .3000 ~ 861 .62 861. 62 861 .62 861. 62 861 .62 97 .5500 861 .62 861. 62 861 .62 861 .62 861 .62 47 .8000 ~ 861 .62 861. 61 861 .61 861 .61 861 .61 48 .0500 ~ 861 .61 861. 61 861 .61 861. 61 861 .61 48. 3000 861 .61 861. 61 861 .61 861. 61 861 .61 48. 5500 861 .61 861. 61 861 .61 861. 61 861 .61 46. 6000 ~ 861 .60 861. 60 861 .60 861. 60 861 .60 ~~ 49. 0500 ~ 861 .60 861. 60 861 .60 861. 60 861 .60 49. 3000 ~ 861 .60 861. 60 861 .60 861. 60 861 .60 49. 5500 ~ 861 .60 861. 60 861 .60 861. 60 661 .60 49. 8000 ~ 861 .59 861. 59 661 .59 861. 59 861 .59 50. 0500 ~ 861 .59 861. 59 861 .59 861. 59 861 .59 50. 3000 ~ 861 .59 861. 59 861 .59 861. 59 861 .59 50. 5500 ~ 861 .59 861. 59 861 .59 861. 59 861 .59 50. 8000 861 .58 861. 58 861 .58 861. 56 861 .58 51. 0500 ~ 861 .58 861. 56 861 .58 861. 58 861 .58 51. 3000 ~ 861 .58 861. 58 861 .58 861. 58 861 .58 51. 5500 ~ 861 .58 861. 58 861 .58 861. 58 861 .58 51. 8000 861 .58 861. 57 861 .57 861. 57 861 .57 52. 0500 ~ 861 .57 861. 57 861 .57 861. 57 861 .57 52. 3000 ~ 861 .57 861. 57 861 .57 861. 57 861 .57 ' S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:55 Date: 03/DD/YYYY Type .... Time-Elev Page 5.05 Name .... POND OUT Tag: Dev 2 Event: 2 yr File .... O:\200 2\020350\202 00\calcs\dra inage \PROPOEED.PPW Stor m... TypeIl 24hr Tag : Dev 2 ' TIME vs ELE VATIO N (ft) . Time ~ Output Time incre ment = .0500 hrs ' hrs ~ Time on left represents time for fir st value in each row_ 52 5500 ~ 861 .57 861 .57 861 .57 861 .57 861 .57 52 .8000 ~ 861 .57 661 .57 661 .57 861 .56 861 .56 53 .0500 ' 861 .56 861 .56 861 .56 861 .56 861 .56 53 .3000 ~ 861 .56 861 .56 861 .56 661. 56 861 .56 53 .5500 ~ 861 .56 861 .56 861 .56 861. 56 861 .56 53 .8000 ~ 861 .56 861 .56 861 .56 661. 56 861 .56 54 .0500 ~ 861 .55 861 .55 861 .55 861 .55 861 .55 ' 54 .3000 ~ 661 .55 861 .55 861 .55 861 .55 861 .55 54. 5500 ~ 861 .55 861 .55 861 .55 861 .55 861 .55 - 54 .8000 ~ 861 .55 861 .55 861 .55 861. 55 861 .55 55 .0500 861 .55 861 .55 861 .55 861. 55 861 .54 55 .3000 ~ 861 .54 861 .54 861 .54 861. 54 861 .54 55 .5500 ~ 861 .54 861 .54 861 .54 661. 54 861 .54 55 .8000 ~ 861 .54 861 .54 861 .54 861. 54 861 .54 56. 0500 + 861 .54 861 .54 861 .54 861. 54 861 .54 56. 3000 ~ 861 .54 661 .54 861 .54 861. 53 861 .53 56 .5500 ~ 861 .53 661 .53 661 .53 861. 53 861 .53 56 .8000 ~ 861 .53 861 .53 861 .53 861. 53 861 .53 57 .0500 ~ 861 .53 861 .53 861 .53 861. 53 861 .53 57 .3000 ~ 861 .53 861 .53 861 .53 861. 53 861 .53 57. 5500 + 861 .53 861 .53 861 .53 661. 53 861 .52 57 .8000 ~ 861 .52 861 .52 861 .52 661. 52 861 .52 58 .0500 ~ 661 .52 661 .52 861 .52 661. 52 861 .52 58 .3000 861 .52 861 .52 861 .52 861. 52 861 .52 58 .5500 ~ 861 .52 861 .52 861 .52 861. 52 861 .52 58 .8000 861 .52 861 .52 661 .52 861. 52 861 .52 59. 0500 ~ 861 .51 861. 51 861 .51 861. 51 ~ 861 .51 ' 59. 59. 3000 ~ 5500 ~ 861 861 .51 .51 861 861 .51 .51 861 861 .51 .51 861. 861. 51 51 861 861 .51 .51 59. 8000 ~ 661 .51 861 .51 861 .51 861. 51 861 .51 60. 0500 ~ 661 .51 861 .51 861 .51 861, 51 861 .51 60. 3000 ~ 661 .51 661 .51 861 .51 661. 50 861 .50 60. 5500 ~ 861. 50 861 .50 861 .50 861. 50 861 .50 60. 8000 ~ 861 .50 861. 50 861 .50 661, 50 861 .50 61. 0500 ~ 861 .50 861. 50 661 .50 861, 50 861 .50 61. 3000 ~ H61 .50 861. 50 861 .50 861. 50 861 .50 61. 5500 ~ 861 .50 861. 50 861 .50 861. 50 861 .50 ' 61. 8000 ~ 861 .50 861 .50 861 .49 861. 49 861 .49 62. 0500 ~ 861. 49 861. 49 861 .49 861, 49 861 .49 62. 3000 ~ 861. 49 861. 49 861 .49 861, 49 861 .49 62. 5500 ~ 661. 49 861. 49 861 .49 861. 49 661 .49 ' ~ 62. 8000 ~ 661. 49 861. 49 861 .49 861. 49 861 .49 63. 0500 ~ 861 .49 861. 49 861 .49 661, 49 661 .49 63. 3000 ~ 861 .49 661. 49 861 .46 861. 48 861 .48 63. 5500 ~ 861 .46 861. 48 661 .48 861. 48 861 .48 ' 63. 8000 ~ 861. 48 861. 48 861 .48 861. 48 861 .48 .' ~~ S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPaCk Ver. 8.0058 Compute Time: 11:03:55 Date: 03/DD/YYYY C i Type .... Ti me-Elev Page 5.06 Name .... PO ND O UT Tag: Dev 2 Event: 2 yr File .... O: \200 2\020 350 \20200\cal cs\dr ainag e \PROPOS ED.PPW Stor m... Ty peII 29h r Tag: Dev 2 TIME vs. EL EVATION (ft) Time ~ Output Time incre ment = .0500 hrs hrs ~ Time on left represents time for fir st value in each row. 64 ,0500 ~ 861 .48 861. 48 861 .46 861 .48 861 .48 64 ,3000 ~ 861 .48 661. 48 861 .48 861 .48 861 .46 64 .5500 ~ 861 .48 861. 48 861 .48 861 .48 861 .48 64 .8000 ( 861 .48 861. 48 861 .48 861 .48 861 .97 65 .0500 ~ 861 .47 861. 47 861 .47 861 .47 861 .47 65 .3000 ~ 861 .47 861. 47 861 .47 661 .47 861 .47 65 ,5500 ~ 861 .47 861. 47 861 .47 661 .47 861 .47 65 .8000 861 .47 861. 47 861 .47 861 .47 861 .47 66 .0500 ~ 861 .47 861. 47 861 .47 861 .47 861 .47 66 ,3000 ~ 861 .47 861. 47 861 .47 861 .47 861 .47 66 .5500 ~ 861 .47 661. 47 861 .47 861 .46 861 .46 66 .8000 ~ 861 .46 861. 46 861 .46 861 .46 861 .46 67 .0500 ~ 861 .46 861. 46 661 .46 661 .46 861 .46 67 .3000 861 .46 861. 46 861 .46 661 .46 861 .46 67 .5500 861 .46 861. 46 861 .46 861 .46 861 .46 67 .6000 ~ 861 .46 861. 46 861 .46 861 .46 661 .46 68 .0500 ~ 861 .46 861. 46 861 .46 861. 46 861 .46 68 .3000 ~ 861 .46 861. 46 861 .46 861 .46 861 .45 68 .5500 ~ 861 .45 861. 45 861 .45 861 .45 861 .45 68 .8000 861 .45 861. 45 861 .45 861 .45 861 .45 69 .0500 ~ 861 .45 861. 45 861 .45 861 .45 861 .45 69 .3000 ~ 861 .45 861. 45 861 .45 861 .45 861 .45 69 .5500 ~ 861 .45 861-. 45 861 .45 861. 45 861 .45 69 .8000 ~ 861 .45 861. 45 861 .45 861. 45 861 .45 70 .0500 ~ 861 .45 861. 45 861 .45 861. 45 861 .45 70 .3000 861 .45 861. 45 861 .44 861. 49 861 .44 70 .5500 ~ 861 .44 861. 44 861 .44 861. 44 861 .44 70 .8000 861 .44 661. 44 861 .44 861 .44 861 .44 71 .0500 ~ 861 .44 861. 44 861 .44 861 .44 861 .44 71 .3000 ~ 861 .44 861. 44 861 .44 861. 44 861 .44 71 .5500 ~ 861 .44 861. 44 861 .44 861. 44 861 .44 71 .6000 861 .49 861. 44 661 .44 861. 44 861 .44 72 .0500 ~ 861 .49 861. 44 861 .44 861. 44 861 .44 72 .3000 ~ 861 .44 861. 44 861 .43 861. 43 861 .43 72 .5500 ~ 861 .43 861. 43 861 .43 861. 43 861 .43 72 .8000 ~ 861 .43 861. 43 861 .43 861. 43 861 .43 73 .0500 ~ 861 .43 861. 43 861 .43 861. 43 861 .43 73 .3000 ~ 861 .43 861. 43 861 .43 861. 43 861 .43 73 .5500 661 .43 661. 43 861 .43 861. 43 861 .43 73 .8000 661 .43 861. 43 861 .43 861. 43 861 .43 74 .0500 861 .43 861. 43 861 .43 861. 43 861 .43 74 .3000 ~ 861 .43 861. 43 861 .43 861. 43 861 .43 74 .5500 ~ 861 .43 861. 42 661 .42 '861. 42 861 .42 74 .8000 ~ 861 .42 861. 42 661 .42 861. 42 861 .42 75 .0500 ~ 861 .42 861. 42 861 .42 861. 42 861 .42 75 .3000 ~ 861 .42 861. 42 861 .42 861. 42 861 .42 ' S/N: 321D OSA070C9 Paul Z. Cripe, Inc. PondPack Ver. 8.0058 Compu[e Time: 11:03:55 Date: 03/DD/YYYY i~ 1 L 1 Type .... T ime-Elev Page 5.07 Name .... P OND OUT Tag: Dev 2 Event: 2 yr File .... O :\200 2\020 350 \20200\ca lcs\dra inage \PROPOS ED.PPW Stor m... Ty peZI 24 h r Tag: Dev 2 TIME vs. ELE VATIO N (ft) Time ~ Outpu t Time incre ment = .0500 hrs hrs ~ Time on left repr esents time for fir st value in each row_ 75 .5500 861 .42 861 .42 861 .42 861 .42 661 .42 75 .8000 ~ 861 .42 661 .42 861 .42 861. 42 661 .42 76 .0500 ~ 861 .42 861 .42 861 .42 861 .42 861 .42 76 .3000 ~ 861 .42 861 .42 861 .42 861 .42 861 .42 76 .5500 -~ 861 .42 861 .42 861 .42 861. 42 861 .42 76 .8000 ~ 861 .42 861 .42 861 .42 861. 41 861 .41 77 .0500 861 .41 861 .41 861 .41 861. 41 861 .41 77 .3000 ~ 661 .41 861 .41 861 .41 861. 41 861 .41 77 .5500 861 .41 861 .41 861 .41 861. 41 661 .41 77 .8000 ~ 861 .41 861 .41 861 .41 861. 41 861 .41 78 .0500 861 .41 861 .41 861 .41 861. 41 861 .41 78 .3000 ~ 861 .41 861 .41 861 .41 861. 41 661 .41 78 .5500 ~ 861 .41 861 .41 661 .41 861 .41 861 .41 78 .8000 ~ 861 .41 861 .41 661 .41 661 :41 861 .41 79 .0500 ~ 661 .41 861 .41 861 .41 861 .41 861 .41 79 .3000 ~ 661 .41 861 .41 861 .41 861. 40 861 .40 79 .5500 861 .40 861 .40 861 .40 861. 40 861 .40 79 .8000 ~ 861 .40 861 .40 861 .40 861. 40 661 .40 80 .0500 861 .40 861 .40 861 .40 861. 40 861 .40 80 .3000 ~ 861 .40 661 .40 861 .40 861. 40 661 .40 80 .5500 ( 861 .40 861 .40 861 .40 861. 40 861 .40 80 .8000 861 .40 861 .40 861 .40 861 .40 861 .40 81 .0500 ~ 861 .40 861 .40 861 .40 861 .40 861 .40 81 .3000 ~ 861 .40 861 .40 861 .40 861 .40 861 .40 81 .5500 ~ 861 .40 861 .40 861 .40 861 .40 861 .40 61 .8000 ~ 861 .40 861 .40 861 .40 861. 40 861 .40 82 .0500 ~ 661 .40 861 .40 861 .40 861. 40 861 .39 62 .3000 ~ 861 .39 861 .39 861 .39 861. 39 861 .39 82 .5500 ~ 861 .39 861 .39 861 .39 861. 39 861 .39 82 .8000 ( 861 .39 861 .39 861 .39 861. 39 861 .39 83 .0500 ~ 861 .39 861 .39 861 .39 861. 39 861 .39 83 .3000 ~ 861 .39 861 .39 861 .39 861. 39 861 .39 83 .5500 ~ 861 .39 861 .39 861 .39 861. 39 661 .39 83 .8000 ~ 861 .39 661 .39 861 .39 861. 39 861 .39 84 .0500 ~ 861 .39 661 .39 861 .39 861. 39 661 .39 84 .3000 ~ 861 .39 861 .39 861 .39 861 .39 861 .39 84 .5500 ~ 861 .39 861 .39 861 .39 861. 39 861 .39 84 .8000 ~ 861 .39 861 .39 861 .39 661. 39 861 .39 85 .0500 ~ 861 .39 861 .39 861 .39 861. 39 861 .38 85 .3000 861 .38 861 .38 861 .38 661. 38 861 .38 85 .5500 861 .38 861 .38 661 .38 661. 38 861 .38 85 .8000 ~ 861 .38 861 .36 861 .38 861. 38 861 .38 86 .0500 ~ 661 .38 861 .36 861 .38 861. 38 861 .38 86 .3000 ~ 661 .38 861 .36 661 .38 861. 36 861 .38 86 .5500 ~ 861 .38 861 .38 861 .38 861. 36 861 .38 86 .8000 ~ 861 .38 861 .38 861 .38 861. 38 861 .38 S/N: 321DOSA070C9 Paul I. Gripe, Inc. POndPack Ver. 8.0058 Compute Time: 11:03:SS Date: 03/DD/YYYY ' Type.... Time-E1 ev Page 5.08 Name.... POND OUT Tag: Dev 2 Event: 2 yr File.... O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW ' Storm... TypeII 24hr Tag: Dev 2 TIME vs. ELEVATION (ft) Time ~ Output Time increment = .0500 hrs h rs ~ Time on left repre sents time for first value in each row. 87. 0500 ~ 861. 38 861. 38 861 38 861 38 861 38 87. 3000 ~ 661. 38 861. 38 861. 38 661. 38 861. 38 87. 5500 ~ 861. 38 861. 38 861. 38 661. 38 861. 38 87. 8000 ~ 861. 38 861. 36 661. 38 661. 38 861. 38 88. 0500 ~ 861. 38 861. 36 661. 38 661. 38 861. 38 88. 3000 ~ 861. 38 861. 38 661. 38 861. 38 861. 38 68. 5500 ~ 861. 38 861. 38 861. 37 861. 37 861. 37 88. 8000 ~ 861. 37 861. 37 861. 37 861. 37 861. 37 89. 0500 861. 37 861. 37 861. 37 861. 37 861. 37 89. 3000 ~ 861. 37 861. 37 861. 37 861. 37 861. 37 89. 5500 ~ 861. 37 861. 37 861. 37 861. 37 861. 37 89. 8000 ~ 661. 37 861. 37 861. 37 861. 37 661. 37 90 .0500 ~ 661. 37 861. 37 861 .37 861. 37 661. 37 90 .3000 ~ 861. 37 861. 37 861 .37 861. 37 861. 37 90 .5500 ~ 861. 37 861. 37 861 .37 861. 37 661. 37 90 .8000 ~ 861. 37 861. 37 861 .37 861 .37 861. 37 91 .0500 ~ 861. 37 861. 37 861 .37 661 .37 861. 37 91 .3000 861. 37 861. 37 861 .37 861 .37 861. 37 91 .5500 861 .37 861. 37 861 .37 861 .37 861. 37 91 .8000 ~ 861. 37 861. 37 661 .37 861 .37 861. 37 92 .0500 ~ 861 .37 861. 37 861 .37 661 .37 861. 37 92 .3000 ~ 861 .37 661. 37 861 .37 861 .36 861. 36 92 .5500 ~ 861 .36 861. 36 861 .36 661 .36 861. 36 92 .6000 ~ 861 .36 861. 36 861 .36 861 .36 861. 36 93 .0500 ~ 661 .36 861. 36 861 .36 861 .36 861. 36 93 .3000 ~ 861 .36 861. 36 861 .36 861 .36 861. 36 93 .5500 ~ 861 .36 861. 36 861 .36 861 .36 861. 36 93 .8000 ~ 861 .36 861. 36 861 .36 861 .36 861. 36 94 .0500 ~ 861 .36 861. 36 861 .36 861 .36 861. 36 94 .3000 ~ 861 .36 861. 36 861 .36 861 .36 861. 36 94 .5500 ~ 861 .36 861. 36 861 .36 861 .36 861. 36 94 .8000 ~ 861 .36 861. 36 861 .36 861 .36 861. 36 95 .0500 ( 861 .36 861. 36 861 .36 861 .36 861. 36 95 .3000 ~ 861 .36 861. 36 861 .36 861 .36 861. 36 95 .5500 ~ 861 .36 861. 36 861 .36 861 .36 861. 36 95 .8000 ~ 861 .36 861. 36 861 .36 861 .36 861. 36 96 .0500 ~ 861 .36 861. 36 861 .36 861 .36 861. 36 96 .3000 ~ 861 .36 861. 36 861 .36 H61 .36 861. 36 96 .5500 ~ 861 .36 861. 36 861 .36 861 .36 861. 36 96 .8000 ~ 861 .36 861. 35 861 .35 861 .35 861. 35 97 .0500 ~ 861 .35 861. 35 861 .35 861 .35 661. 35 97 .3000 ~ 861 .35 861. 35 661 .35 861 .35 861. 35 97 .5500 ~ 861 .35 861. 35 661 .35 861 .35 861. 35 97 .8000 ~ 861 .35 861. 35 661 .35 861 .35 861. 35 98 .0500 ~ 861 .35 861. 35 661 .35 861 .35 861. 35 98 .3000 ~ 861 .35 861. 35 861 .35 861 .35 861. 35 S/N: 321DOSA070C9 Paul I. Cri pe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:88 Date: 03/DD/YYYY r r Type. ... Time-Elev Page 5.09 Name. ... POND OUT Tag: Dev 2 Event: 2 yr File. ... O:\200 2\020 350\202 00\cal cs\dra inage\ PROPOS ED.PPW Storm ... TypeII 24h r Tag : Dev 2 TIME v s. ELE VATION (ft) T ime ~ Output Time increm ent = .0500 hrs h rs ~ Time on left repre sents time f or fir st val ue in each row. 98. 5500 ~ 861 .35 861. 35 861. 35 861. 35 861 .35 98. 8000 ~ 861 .35 861. 35 861. 35 861. 35 861 .35 99. 0500 ~ 861 .35 661. 35 861. 35 861. 35 861 .35 99. 3000 ~ 861 .35 861. 35 861. 35 861. 35 861 .35 99. 5500 ~ 861 .35 861. 35 861. 35 861. 35 861 .35 99. 8000 ~ 861 .35 861. 35 861. 35 861. 35 861 .35 100. 0500 ~ 861 .35 861. 35 861. 35 861. 35 861 .35 100. 3000 ~ 861 .35 861. 35 861. 35 861. 35 861 .35 100. 5500 ~ 861 .35 661. 35 861. 35 861. 35 861 .35 100. 8000 ~ 861 .35 861. 35 861. 35 861. 35 861 .35 101. 0500 ~ 861 .35 661. 35 661. 35 861. 35 861 .35 101. 3000 ~ 861 .35 661. 35 861. 35 861. 35 861 .35 101. 5500 ( 861 .35 ~ 661. 35 861. 35 861. 35 861 .35 101. 8000 ~ 861 .35 861. 35 861. 34 861. 34 861 .34 102. 0500 ~ 861 .34 861. 34 661. 34 861. 34 861 .34 102. 3000 ~ 861 .34 661. 34 661. 34 861. 34 861 .34 102. 5500 ~ 861 .34 661. 34 861. 34 861. 34 861 .34 102. 8000 ~ 861 .34 861, 34 861. 34 861. 34 661 .34 103. 0500 ~ 861 .34 861. 34 661. 34 861. 34 861 .34 103. 3000 ~ 861 .34 661. 34 861. 34 861. 34 861 .34 103. 5500 ~ 861 .34 861. 34 861. 34 861. 34 661 .34 103. 8000 ~ 861 .34 661. 34 861. 34 861. 34 861 .34 104. 0500 ~ 861 .34 861. 34 861. 34 861. 34 661 .34 104. 3000 ~ 861 .34 861. 34 861. 34 861. 34 661 .34 104. 5500 ~ 861 .34 861. 34 861. 34 861. 34 861 .34 104. 8000 ~ 861 .34 661. 34 861. 34 861. 34 861 .34 105. 0500 ~ H61 .34 861. 34 861. 34 861. 34 861 .34 105. 3000 ~ 861 .34 861. 34 861. 34 861. 34 861 .34 105. 5500 ~ 861 .34 661. 34 861. 34 861. 34 661 .34 105. 8000 ~ 861 .34 861. 34 861. 34 861. 34 861 .34 106. 0500 ~ 861 .34 861. 34 861. 34 861. 34 861 .34 106. 3000 ~ 861 .34 861. 34 861. 34 861. 34 861 .34 106. 5500 ~ 861 .34 861. 34 861. 34 861. 34 861 .34 106. 8000 ~ 861 .34 ' S/N: 321DOSA O'lOC9 Paul Z. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:SS Date: 03/DD/YYYY ' Type.... Time-Elev Page 5.10 Name.... POND OUT Tag: Dev 10 Event: 10 yr File.... O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW ' Storm... TypeII 24hr Tag: Dev 10 TIME vs. ELEVATION (ft) ~J ~~ ~J Time ~ Output Time increment = .0500 hrs hrs ~ Time on left represents time for first value in each row_ 5 .3000 861 .29 861. 29 861 .29 861 .29 861 .29 5 .5500 ~ 861 .29 861. 29 861 .29 861 .29 861 .29 5 .8000 ~ 861 .29 861. 29 861 .29 861 .29 861 .29 6 .0500 ~ 861 .29 861. 29 861 .29 861. 29 861 .29 6 .3000 ~ 861 .29 861. 29 861 .29 861. 29 861 .29 6 .5500 ~ 861 .29 861. 29 861 .29 861. 29 861 .29 6 .8000 ~ 861 .29 861. 29 861 .29 861. 29 861 .29 7 .0500 ~ 861 .29 861. 29 861 .30 861. 30 861 .30 7 .3000 ~ 861 .30 861. 30 861 .30 861. 30 861 .30 7 .5500 ~ 861 .30 861. 30 861 .30 861. 30 861 .30 7 .8000 861 .30 861. 30 861 .30 861. 30 861 .30 8 .0500 ~ 861 .31 861. 31 861 .31 861. 31 861 .31 8 .3000 ~ 861 .31 861. 31 861 .31 861. 31 861 .31 8 .5500 ~ 861 .31 861. 32 861 .32 861. 32 861 .32 8 .8000 ~ 861 .32 861. 32 861 .32 861. 33 661 .33 9 .0500 861 .33 861. 33 861 .33 861. 33 861 .34 9 .3000 861 .34 861. 34 861 .34 861. 34 661 .34 9 .5500 861 .35 861. 35 861 .35 861. 35 861 .36 9 .8000 ~ 861 .36 861. 36 861 .36 861. 36 661 .37 10 .0500 861 .37 861. 37 861 .38 661. 38 861 .38 10 .3000 861 .39 861. 39 861 .39 661. 40 861 .40 10 .5500 861 .40 861. 41 861 .41 661. 42 661 .42 10 .8000 861 .43 861. 43 661 .44 861. 44 861 .45 11 .0500 861 .45 861. 46 661 .47 861. 48 861 .48 11 .3000 861 .49 861. 50 661 .51 861. 52 861 .53 11 .5500 ~ 861 .55 661. 56 861 .58 861. 61 861 .66 11 .8000 861 .71 861. 80 861 .91 862. 05 862 .21 12 .0500 862 .36 862. 48 862 .57 862. 63 862 .68 12 .3000 862 .71 862. 74 862 .76 862. 78 862 .79 12 .5500 ' 862 .81 862. 82 862 .83 862. 84 862 .84 12 .8000 862 .85 862. 86 862 .86 862. 87 862 .87 13 .0500 ~ 862 .88 862. 88 862 .86 862. 89 862 .89 13 .3000 ~ 862 .89 862. 69 862 .90 862. 90 862 .90 13 .5500 ~ 862 .90 862. 90 862 .90 862. 91 862 .91 13 .8000 ~ 862 .91 862. 91 862 .91 862. 91 862 .91 14 .0500 ~ 862 .91 862. 91 862 .91 862. 91 862 .91 14 .3000 ~ 862 .90 862. 90 862 .90 662. 90 862 .90 14 .5500 ~ 862 .90 862. 90 862 .90 862. 90 862 .90 14 .8000 862 .89 862. 89 862 .89 662. 89 662 .69 15 .0500 862 .89 862. 89 862 .88 662. 88 862 .88 15 .3000 862 .88 862. 88 662 .88 662. 87 862 .67 15 .5500 ~ 862 .87 862. 87 662 .87 862. 86 862 .86 15 .8000 ~ 662 .86 862. 86 862 .85 862. 85 862 .85 16 .0500 862 .85 862. 84 862 .84 862. 84 862 .84 16 .3000 ~ 862 .83 862. 83 862 .83 862. 83 862 .82 S/N: 321DOSA070C9 Paul I. Gripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:55 Date: 03/DD/YYYY Type.... Time-Elev Page 5.11 Name.... POND OUT Tag: Dev 10 Event: 10 yr File.... O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW Storm... TypeII 24hr Tag: Dev 10 TIME vs. ELEVATION (ft) ~J Time ~ Output Time increment = .0500 hrs h rs ~ Time on left represents time for first value in each row_ 16. 5500 ~ 862 .82 862. 82 862 .82 862 .81 862 .81 16. 8000 ~ 862 .81 862. 80 862 .80 862 .80 862 .80 17. 0500 862 .79 862. 79 862 .79 862 .79 862 .78 17. 3000 862 .78 862. 78 862 .77 862 .77 862 .77 17. 5500 ~ 862 .77 862. 76 862 .76 862 .76 862 .75 17. 8000 662 .75 862. 75 862 .75 862 .74 862 .74 18. 0500 ~ 862 .74 862. 73 862 .73 862 .73 662 .73 18. 3000 ~ 862 .72 662. 72 862 .72 862 .71 862 .71 16. 5500 ~ 862 .71 862. 70 662 .70 862 .70 662 .70 18. 8000 ~ 862 .69 862. 69 862 .69 862 .68 862 .68 19. 0500 ~ 862 .68 862. 67 862 .67 862 .67 862 .67 19. 3000 862 .66 862. 66 862 .66 862 .65 862 .65 19. 5500 ~ 862 .65 862. 65 862 .64 862 .64 862 .64 19. 8000 ~ 862 .63 862. 63 862 .63 862 .62 862 .62 20. 0500 ~ 862 .62 862. 61 862 .61 662 .61 662 .61 20. 3000 862 .60 862. 60 662 .60 862 .59 662 .59 20. 5500 ~ 862 .59 862. 59 662 .58 862 .58 662 .58 20. 8000 ~ 862 .57 862. 57 862 .57 862 .56 862 .56- 21. 0500 ~ 862 .56 862. 56 862 .55 862 .55 862 .55 21. 3000 ~ 662 .55 862. 54 862 .54 862 .54 862 .53 21. 5500 ~ 662 .53 862. 53 862 .53 - 862 .52 862 .52 21. 8000 ~ 862 .52 862. 52 862 .51 862 .51 862 .51 22. 0500 ~ 862 .51 862. 50 862 .50 862 .50 662 .50 22. 3000 862 .49 862. 49 862 .49 662 .49 862 .48 22. 5500 ~ 862 .48 862. 48 862 .48 662 .47 862 .47 22. 8000 ~ 862 .47 862. 47 862 .46 862 .46 662 .46 23. 0500 ~ 862 .46 862. 45 862 .45 862 .45 662 .45 23. 3000 ~ 862 .45 862. 44 662 .44 862 .44 862 .44 23. 5500 ~ 662 .43 862. 43 862 .43 862 .43 862 .43 23. 8000 662 .42 862. 42 862 .42 862 .42 862 .41 24. 0500 ~ 862 .41 862. 41 862 .41 862 .40 862 .40 24. 3000 ~ 862 .40 862. 39 862 .39 862 .38 862 .38 24. 5500 ~ 862 .38 862. 37 862 .37 862 .36 862 .36 24. 8000 862 .36 862. 35 862 .35 862 .35 862 .34 25. 0500 ~ 862 .34 862. 33 862 .33 862 .33 862 .32 25. 3000 ~ 862 .32 862. 32 862 .31 862 .31 862 .31 25. 5500 ~ 862 .30 862. 30 862 .30 862 .29 862 .29 25. 8000 ~ 862 .29 862. 28 862 .28 862 .28 862 .27 26. 0500 862 .27 862. 27 862 .26 862 .26 662 .26 26. 3000 ~ 862 .25 662. 25 862 .25 862 .24 862 .24 26. 5500 ~ 662 .24 862. 23 862 .23 862 .23 862 .22 26. 8000 ~ 662 .22 862. 22 662 .21 862 .21 862 .21 27. 0500 ~ 662 .21 862. 20 662 .20 862 .20 862 .19 27. 3000 862 .19 862. 19 862 .19 862 .18 862 .18 27. 5500 ~ 862 .18 862. 17 862 .17 862 .17 862 .17 27. 8000 ~ 862 .16 862. 16 862 .16 862 .15 862 .15 S/N: 321DOSA070C9 Paul I. Gripe, Inc. PondPack Vez. 8.0058 Compute Time: 11:03:SS Date: 03/DD/YYY't Type.... Time-Elev Page 5.12 Name.... POND OUT Tag: Dev 10 Event: 10 yr File.... O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW Storm... TypeII 24hr Tag: Dev 10 TIME vs. ELEVATION (ft) u 1 i L.~ C~ Time ~ Output Time increment = .0500 hrs h rs ~ Time on left represents time for first value in each row_ 28. 0500 862 .15 H62.15 862 .14 862 .14 662 .14 28. 3000 ~ 862 .14 862.13 862 .13 862. 13 862. 12 28. 5500 ~ 862 .12 862.12 862 .12 H62. 11 862. 11 28. 8000 ~ 862 .11 862.11 862 .10 862. 10 862. 10 29. 0500 ~ 862 .10 862.10 662 .09 862. 09 862. 09 29. 3000 ~ 862 .09 862.06 662 .08 662. 08 862. 06 29. 5500 ~ 862 .07 862.07 862 .07 862. 07 862. 06 29. 8000 862 .06 862.06 862 .06 662. 06 862. 05 30. 0500 ~ 862 .05 862.05 862 .05 862. 09 862. 04 30. 3000 ~ 862 .04 862.04 862 .04 862 .03 862 .03 30. 5500 ~ 862 .03 862.03 862 .03 862 .02 862 .02 30. 8000 ~ 862 .02 862.02 862 .02 862 .01 862 .01 31. 0500 ~ 862 .01 862.01 862 .01 862 .00 862. 00 31. 3000 ~ 862 .00 862.00 862 .00 861. 99 861. 99 31. 5500 ~ 861 .99 861.99 861 .99 861. 99 661. 96 31. 8000 661 .98 661.98 861 .98 861. 96 661. 97 32. 0500 ~ 861 .97 861.97 861 .97 861. 97 861 .97 32. 3000 ~ 861 .96 861.96 861 .96 861. 96 861. 96 32. 5500 ~ 861 .96 861.95 661 .95 861. 95 861. 95 32. 8000 ~ 861 .95 861.95 861 .94 861. 94 861. 94 33. 0500 ~ 861 .94 861.94 861 .94 861. 93 861. 93 33. 3000 861 .93 861.93 861 .93 861. 93 861. 93 33. 5500 861 .92 861.92 861 .92 861. 92 861. 92 33. 8000 ~ 861 .92 861.91 861 .91 861. 91 861. 91 34. 0500 861 .91 861.91 861 .91 861. 90 861 .90 34. 3000 ~ 861 .90 861.90 861 .90 861 .90 861. 90 34. 5500 ~ 861 .90 661.89 861 .89 861 .89 661 .89 34. 8000 ~ 861 .89 861.89 861 .69 861 .88 861. 88 35. 0500 ~ 861 .88 861.88 861 .88 861. 88 861. 68 35. 3000 ~ 861 .88 861.67 861 .87 861. 87 861. 87 35. 5500 ~ 661 .87 861.67 861 .87 861. 87 861. 86 35. 8000 ~ 861 .86 861.86 861 .86 661. 86 861. 86 36. 0500 ~ 861 .86 861.86 861 .86 861. 85 861. 85 36. 3000 ~ 861 .85 861.85 861 .85 861. 85 861. 85 36. 5500 ~ 861 .85 861.85 861 .84 661. 84 861. 84 36. 8000 ~ 861 .64 861.84 861 .84 861. 84 661. 84 37. 0500 ~ 861 .84 861.83 861 .83 861. 83 661. 83 37. 3000 ~ 861 .83 861.83 861 .63 861. 83 861. 83 37. 5500 I 861 .83 861.82 861 .82 861. 82 861. 82 37. 8000 ~ 861 .82 861.82 861 .82 861. 82 861. 82 38. 0500 ~ 861 .82 861.81 861 .81 861. 81 861. 61 38. 3000 ~ 861 .81 861.81 861 .81 861. 81 861. 81 36. 5500 ~ 861 .81 861.81 861 .80 661. 80 861. 80 36. 8000 ~ 861 .80 861.80 861 .80 861. 80 661. 80 39. 0500 ~ 861 .60 861.80 861 .80 861. 80 861. 79 39. 3000 ~ 861 .79 861.79 861 .79 861. 79 861. 79 S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:85 Date: 03/DD/YYYY Type .... Time-Elev Page 5.13 Name .... POND OUT Tag: Dev 10 Event: 1 0 yr File .... O:\200 2\0203 50\202 00\cal cs\dra inage\ PROPOS ED.PPW Stor m... TypeII 24hr Tag : Dev 10 TIME v ELE s VATION (ft) . Time ~ Output Time increm ent = .0500 hrs ' hrs ~ Time o n left repre sents time f or fir st val ue in each row_ 39 5500 ~ 861. 79 861 79 861. 79 661. 79 861 .79 39 .8000 ~ 861. 79 861. 78 861. 78 861. 78 861 .78 40 .0500 ~ 861. 78 861. 78 861. 78 861. 78 861 .78 ' 40 .3000 ~ 661. 78 861. 78 861. 78 661. 78 861 .77 40 .5500 ~ 861. 77 861. 77 861. 77 861. 77 861 .77 40 .8000 ~ 861. 77 861. 77 861. 77 861. 77 861 .77 41 .0500 ~ 861. 77 861. 77 861. 76 861. 76 861 .76 41 .3000 861. 76 861. 76 861. 76 661. 76 861 .76 41 .5500 ~ 861. 76 861. 76 861. 76 861. 76 861 .75 41 .8000 861. 75 861. 75 861. 75 861. 75 861 .75 42 .0500 ~ 861. 75 861. 75 861. 75 861. 75 861 .75 ' 42 .3000 ~ 861. 75 861. 75 861. 75 861. 74 861 .74 42 .5500 ~ 861. 74 861. 74 861. 74 861. 74 861 .74 42 .8000 ~ 861. 74 861. 74 861. 74 861. 74 861 .74 43 .0500 ~ 861. 74 861. 73 861. 73 861. 73 861 .73 43 .3000 ~ 861. 73 861. 73 861. 73 861. 73 861 .73 ' 43 .5500 ~ 861. 73 861. 73 861. 73 861. 73 861 .73 43 .8000 ~ 861. 72 861. 72 861. 72 861. 72 861 .72 49 .0500 ~ 861. 72 861. 72 861. 72 861. 72 861 .72 44 .3000 ~ 861. 72 861. 72 861. 72 861. 72 861 .71 49 .5500 ~ 861. 71 861. 71 861. 71 861. 71 861 .71 44 .8000 ~ 861. 71 861. 71 861. 71 861. 71 861 .71 45 .0500 861. 71 861. 71 861. 71 861. 71 861 .70 45 .3000 ~ 861. 70 861. 70 861. 70 861. 70 861 .70 45 .5500 ~ 861. 70 861. 70 861. 70 861. 70 861 .70 45 .8000 861. 70 861. 70 861. 70 861. 69 861 .69 46 .0500 ~ 861. 69 861. 69 861. 69 861. 69 861 .69 ' 46 46 .3000 ~ .5500 ~ 861. 861. 69 69 861. 861. 69 69 861. 861. 69 69 861. 861. 69 69 H61 861 .69 .68 46 .8000 ~ 861. 68 861. 68 861. 68 861. 68 861 .68 47 .0500 ~ 861. 68 861. 68 861. 68 861. 68 861 .68 47 .3000 ~ 861. 68 861. 68 861. 68 661. 68 861 .67 ' 47 .5500 861. 67 861. 67 861. 67 661. 67 861 .67 47 .8000 ~ 861. 67 861. 67 861. 67 861. 67 861 .67 48 .0500 861. 67 861. 67 861. 67 861. 67 861 .67 98 .3000 ~ 861. 66 661. 66 861. 66 861. 66 861 .66 48 .5500 ~ 861. 66 861. 66 861. 66 861. 66 861 .66 48 .8000 861. 66 861. 66 861. 66 861. 66 661 .66 99 .0500 ~ 861. 66 861. 66 861. 65 861. 65 861 .65 49 .3000 ~ 861. 65 861. 65 861. 65 861. 65 861 .65 49 .5500 ~ 861. 65 861. 65 861. 65 861. 65 861 .65 ' 49 .8000 ~ 861. 65 861. 65 861. 65 861. 65 861 .64 50 .0500 ~ 861. 69 861. 64 861. 64 861. 64 861 .69 50 .3000 ~ 861. 64 861. 64 861. 69 861. 64 861 .69 50 .5500 ~ 861. 64 861. 64 861. 64 861. 64 861 .64 ' 50 .8000 ~ 861. 64 861. 63 861. 63 861. 63 861 .63 S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. B.OOSB Compute Time: 11: 03:55 Date: 03/DD/YYYY Type .... Time-Elev Page 5.14 Name .... POND OUT Tag: Dev 10 Event: 1 0 yr File .... 0:\200 2\020 350\202 00\ca lcs\dra inage \PROPOSED.PP W Stor m... TypeII 24h r Tag : Dev 10 ' TIME vs. ELE VATION (ft) Time ~ Outpu t Time incre ment = .0500 hrs hrs ~ Time on left repr esents time for fir st va lue in each row_ 51 .0500 ~ 861 63 861 .63 861 .63 861 .63 861 .63 51 .3000 ~ 861 .63 861 .63 861 .63 861 .63 861 .63 51 .5500 ~ 861 .63 861 .63 861 .63 861 .63 861 .62 ' 51 .8000 ~ 861 .62 861 .62 861 .62 861 .62 861 .62 52 .0500 ~ 861 .62 861 .62 861 .62 861 .62 861 .62 52 .3000 ~ 861 .62 861 .62 861 .62 861 .62 861 .62 52 .5500 ~ 861 .62 861 .62 861 .61 861 .61 861 .61 ' 52 .8000 ~ 861 .61 861 .61 861 .61 861 .61 861 .61 53 .0500 ~ 861 .61 861 .61 861 .61 861 .61 861 .61 53 .3000 ~ 861 .61 861 .61 861 .61 861 .61 861 .61 53 .5500 ~ 861 .61 861 .60 861 .60 861 .60 861 .60 ' 53 .8000 ~ 861 .60 861 .60 861 .60 661 .60 861 .60 54 .0500 861 .60 861 .60 861 .60 861 .60 861 .60 54 .3000 ~ 861 .60 861 .60 861 .60 861 .60 861 .60 54 .5500 ~ 861 .60 861 .59 861 .59 861 .59 861 .59 54 .6000 ~ 861 .59 861 .59 861 .59 861 .59 861 .59 ' 55 .0500 ~ 861 .59 861 .59 861 .59 861 .59 861 .59 55 .3000 ~ 861 .59 861 .59 861 .59 861 .59 861 .59 55 .5500 861 .59 861 .58 861 .58 861 .58 861 .58 55 .8000 ~ 861 .58 861 .58 861 .58 861 .58 861 .58 56 .0500 ( 661 .58 861 .58 861 .58 861 .58 861 .58 56 .3000 ~ 661 .58 861 .58 861 .58 861 .58 861 .58 56 .5500 ~ 861 .56 861 .58 861 .57 861 .57 861 .57 56 .8000 ( 861 .57 861 .57 861 .57 661 .57 861 .57 57 .0500 ~ 861 .57 861 .57 861 .57 861 .57 861 .57 57 .3000 ~ 861 .57 861 .57 861 .57 861 .57 861 .57 57 .5500 ~ 861 .57 861 .57 861 .57 861 .57 861 .56 57 .8000 ~ 861 .56 861 .56 861 .56 861 .56 861 .56 58 .0500 ~ 861 .56 861 .56 861 .56 861 .56 861 .56 58 .3000 ~ 861 .56 861 .56 861 .56 861 .56 861 .56 58 .5500 ~ 861 .56 861 .56 861 .56 861 .56 861 .56 58 .8000 ~ 861 .56 861 .56 861 .55 861 .55 861 .55 59 .0500 ~ 861 .55 861 .55 861 .55 861 .55 861 .55 ' 59 .3000 ~ 861 .55 861 .55 861 .55 861 .55 861 .55 59 .5500 ~ 661 .55 861 .55 861 .55 861 .55 861 .55 59 .8000 ~ 861 .55 861 .55 861 .55 861. 55 861 .55 60 .0500 ~ 861 .54 861 .54 861 .59 861. 54 861 .54 ' 60 .3000 ~ 861 .59 661 .54 861 .59 861. 54 861 .54 60 .5500 ~ 861 .54 861 .54 861. 54 861. 54 861 .54 60 .8000 ~ 861 .54 861 .54 861. 54 861. 54 861 .54 61 .0500 861 .54 861 .54 861. 54 861. 54 861 .53 61 .3000 ~ 661 .53 861 .53 861. 53 861. 53 861 .53 61 .5500 ~ 661 .53 861 .53 861. 53 861. 53 861 .53 61 .8000 ~ 861 .53 861 .53 861. 53 861. 53 861 .53 62 62 .0500 ~ .3000 ~ 861 861 .53 .53 861 861 .53 .53 861. 861. 53 53 861. 861. 53 53 861 861 .53 .53 ' S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:SS Date: 03/DD/YYYY Type .... Time-E1 ev Page 5.15 Name .... POND OUT Tag: Dev 10 Event: 1 0 yr File .... O:\200 2\020 350\202 00\ca lcs\dra inage \PROPOS ED.PPW Stor m... TypeII 24h r Tag : Dev 10 ' TIME vs ELE VATION (ft) . Time ~ Outpu t Time incre ment = .0500 hrs hrs i Time on left repr esents time for fir st value in each row. 62 .5500 ~ 861 .52 861 _ .52 _____ 861 _______ .52 _____ 861 ____ .52 ________ 661 _____ .52 62 .8000 ~ 861 .52 861 .52 861 .52 861 .52 861 .52 63 .0500 ~ 861 .52 861 .52 861 .52 861 .52 861 .52 63 .3000 ~ 861 .52 661 .52 861 .52 861 .52 861 .52 63 .5500 ~ 861 .52 661 .52 861 .52 861 .52 861 .52 63 .8000 ~ 861 .52 661 .51 861 .51 861 .51 861 .51 ' 64 64 .0500 ~ .3000 ~ 861 861 .51 .51 861 861 .51 .51 861 861 .51 .51 861 861 .51 .51 861 861 .51 .51 64 .5500 861 .51 861 .51 861 .51 861 .51 861 .51 64 .8000 ~ 861 .51 ~ 861 .51 661 .51 861 .51 861 .51 65 .0500 ~ 661 .51 861 .51 861 .51 861 .51 861 .50 65 .3000 861 .50 861 .50 861 .50 861 .50 861 .50 65 .5500 ~ 861 .50 861 .50 861 .50 661 .50 861 .50 65 .8000 ~ 861 .50 861 .50 861 .50 861 .50 861 .50 66 .0500 ~ 861 .50 861 .50 861 .50 861 .50 861 .50 66 .3000 ~ 861 .50 661 .50 861 .50 861 .50 861 .50 ' 66 .5500 ~ 861 .50 861 .50 861 .50 861 .49 861 .49 66 .8000 ~ 861 .49 861 .49 861 .49 861. 49 861 .49 67 .0500 ~ 861 .49 861 .99 861 .49 861. 49 861 .49 67 .3000 ~ 861 .49 861 .49 861 .49 861. 49 861 .49 67 .5500 ~ 861 .49 861 .49 661 .49 861. 49 861 .99 67 .8000 ~ 861 .49 861 .49 861 .49 861. 49 861 .99 68 .0500 ~ 861 .49 861 .49 861 .99 861. 48 861 .48 68 .3000 ~ 861 .48 861 .48 861 .96 661. 48 861 .48 68 .5500 ~ 661 .48 861 .48 861 .48 861. 98 861 .48 68 .8000 ~ 661 .98 861 .48 861 .48 861. 48 861 .46 69 .0500 ~ 861 .48 861 .98 861 .48 861. 48 861 .48 ' 69 69 .3000 ~ .5500 ~ 861 861 .48 .46 861 861 .98 .48 861 861 .48 .48 861. 861. 48 46 861 861 .98 .48 69 .8000 ~ 861 .47 861 .97 861 .47 861. 47 861 .97 70 .0500 ~ 861 .47 861 .47 661 .47 861. 47 861 .47 70 .3000 ~ 861 .47 861 .47 861 .47 861. 47 ~ 861 .47 ' 70 .5500 ~ 861 .47 861 .47 861. 47 861. 97 861 .47 70 .8000 ~ 661 .47 861 .47 861. 47 861. 97 861 .47 71 .0500 ~ 861 .97 661 .47 861. 47 861. 47 861 .47 71 .3000 861 .47 861 .47 861. 47 861. 47 861 .96 71 .5500 ~ 861 .46 861 .46 861. 46 861. 46 861 .96 71 .8000 ~ 861 .46 861 .46 661. 46 861. 46 861 .96 72 .0500 ~ 861 .46 861 .46 861. 46 861. 46 861. 46 72 .3000 ~ 861 .46 861 .46 861. 46 661. 46 661. 46 72 .5500 861 .46 861 .46 861. 46 861. 46 861. 46 72 .8000 661 .46 861 .46 861. 46 861. 96 861. 46 73 .0500 ~ 661 .46 861 .46 861. 46 861. 46 861. 96 73 .3000 661 .45 861 .45 861. 45 861. 45 861. 45 ' 73 73 .5500 ~ .8000 ~ 861 861 .45 .45 861 861 .45 .45 861. 861. 45 95 861. 861. 45 45 861. 861. 95 95 S/N: 321D06A070C9 Paul I. Cripe, Inc. PondPack VeY. 8.0058 Compute Time: 11: 03:S5 Da tE: 03/DD/YYYY Type .... T ime-Elev Page 5.16 Name .... P OND O UT Tag: Dev 10 Event: 1 0 yr File .... O :\200 2\020 350 \20200\calcs\dra inage \PROPOS ED.PPW Stor m... T ypeII 29h r Tag: Dev 10 TIME vs ELE VATION (ft) . Time ~ Output Time incre ment = .0500 hrs hrs ~ Time on left represents time for fir st value in each row. ___ 74 ______ .0500 I____ ~ _____ 861 ___ .45 ________________ 861.45 _____ 861 _______ .45 _____ 861 ____ .45 ________ 861 _____ .95 74 .3000 ~ 861 .45 861.45 861 .45 861 .45 861 .95 79 .5500 ~ 861 .45 861.45 661 .45 - 861 .45 861 .45 ' 74 .8000 ~ 861 .45 861.45 861 .45 861 .95 861 .45 75 .0500 ~ .861 .45 861.45 861 .45 861 .44 861 .44 75 .3000 ~ 861 .44 861.44 861 .44 861 .44 861 .44 75 .5500 ~ 861 .44 861.44 861 .44 661 .44 861 .44 75 .8000 ~ 861 .44 861.44 861 .44 861 .44 661 .44 76 .0500 661 .44 861.49 861 .44 861 .44 861 .44 76 .3000 ~ 661 .44 861.44 861 .44 861 .44 861 .44 76 76 .5500 .8000 861 861 .44 .94 861.49 861.49 861 861 .44 .44 861 861 .44 .44 861 861 .94 .94 77 .0500 ~ 861 .44 861.44 861 .44 861 .43 861 .43 77 .3000 ~ 861 .43 861.43 861 .43 861 .43 861 .43 77 .5500 ~ 861 .43 861.43 861 .43 861 .93 861 .43 77 .8000 ~ 861 .43 861.43 861 .43 661 .43 661 .43 78 .0500 ~ 861 .43 861.43 861 .43 861 .43 861 .43 78 .3000 ~ 861 .43 861.43 861 .43 661 .43 661 .43 78 .5500 ~ 861 .43 861.43 861 .43 861. 43 661 .93 78 .8000 ~ 861 .43 861.43 861 .43 861. 43 861 .93 79 .0500 ~ 861 .43 861.43 861 .43 861. 43 861 .43 79 .3000 ~ 861 .43 861.43 861 .42 861. 42 861 .42 79 .5500 861 .92 861.42 861 .42 861. 92 861 .42 79 .8000 ~ 861 .42 861.42 861 .42 861. 42 861 .42 1 80 .0500 861 .42 861.42 861 .42 861. 42 861 .42 80 .3000 ~ 861 .42 861.92 861 .42 861. 42 661 .42 80 .5500 ~ 861 .42 661.92 861. 92 861. 42 861 .92 80 .8000 ~ 861 .42 861.42 661. 42 861. 42 861 .42 81 .0500 ~ 861 .42 861.42 861. 42 861. 42 861 .42 61 .3000 ~ 861 .42 861.42 861. 42 861. 92 861 .42 81 .5500 ~ 861 .42 861.42 861. 42 861. 92 861 .41 81 .8000 ~ 861 .41 861.41 861. 41 861. 41 661 .41 ' 82 .0500 ~ 861 .91 861.41 861. 41 661. 41 661 .41 82 .3000 ~ 861 .41 861.41 861. 41 861. 41 861 .91 82 .5500 ~ 861 .41 861.41 861. 41 861. 41 861 .41 82 .8000 ~ 861 .41 861.41 661. 41 861. 41 861 .41 83 .0500 ~ 861 .41 861.41 861. 41 861. 41 861. 41 83 .3000 861 .41 861.41 861. 41 861. 91 861. 41 83 .5500 861 .41 861.41 861. 41 861. 41 861. 41 83 .8000 ~ 861 .41 861.41 861. 41 861. 41 861. 41 89 .0500 ~ 661 .91 861.41 861. 41 861. 41 861. 91 84 .3000 ~ 861 .40 661.40 861. 90 861. 40 861. 40 84 .5500 ~ 861 .40 861.40 861. 40 861. 90 861. 40 89 .8000 I 861 .40 861.40 861. 40 861. 40 861. 40 85 .0500 861 .40 861.40 861. 40 861. 40 861. 40 85 .3000 ~ 861 .40 861.40 861. 40 861. 40 861. 40 S/N: 321D06A070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:55 Date: 03/DD/YYYY r Type .... T ime-Elev Page 5.17 Name .... P OND OUT Tag: Dev 10 Event: 1 0 yr File .... 0 :\200 2\020 350\202 00\calcs\dra inage \PROPOS ED.PPW Stor m... T ypeII 29h r Tag : Dev 10 TIME vs. ELE VATION (f t) Time ~ Output Time incre ment = .0500 hrs hrs ~ Time on left represents time for fir st va lue in each row. 85 .5500 ~ 861 .90 861.90 661 .90 861 .90 861 .90 85 .8000 ~ 861 .40 861.40 861 .40 861 .40 861 .40 86 .0500 861 .40 661.40 861 .40 861 .40 861 .40 86 .3000 ~ 861 .40 661.40 861 .40 861 .90 661 .40 86 .5500 I 861 .40 861.90 861 .90 861 .40 861 .40 66 .8000 I 861 .40 861.40 661 .40 861 .40 861 .40 87 .0500 ~ 861 .39 861.39 861 .39 861 .39 861 .39 87 .3000 ~ 861 .39 ~ 861.39 861 .39 861 .39 661 .39 87 .5500 ~ 861 .39 861.39 861 .39 861 .39 861 .39 87 .6000 ~ 861 .39 861.39 861 .39 661 .39 861 .39 88 .0500 861 .39 661.39 861 .39 861 .39 861 .39 88. 3000 861 .39 661.39 861 .39 861 .39 861 .39 88. 5500 ~ 861 .39 861.39 861 .39 861 .39 861 .39 88. 6000 ~ 861 .39 861.39 861 .39 861 .39 861 .39 89. 0500 ~ 861 .39 861.39 861 .39 861 .39 861 .39 89. 3000 ~ 861 .39 861.39 861 .39 861 .39 861 .39 89. 5500 861 .39 861.39 861 .39 861 .39 861 .39 89. 6000 ~ 861 .39 861.39 861 .39 861 .39 861 .39 90. 0500 ~ 861. 39 861.38 861 .38 861 .38 861 .38 90. 3000 861. 38 861.38 861 .38 861 .38 861 .38 90. 5500 861. 38 861.38 861 .38 861 .38 861 .38 90. 8000 ~ 861. 38 861.38 861. 38 861 .38 661 .38 91. 0500 I 861. 38 861.38 861. 38 861 .38 861 .38 91. 3000 ~ 861. 38 661.38 861. 38 861. 38 861 .36 91. 5500 ~ 861. 38 861.38 861. 38 861. 38 861 .38 91. 6000 ~ 861. 36 861.38 861. 38 861. 38 861 .38 92. 0500 ~ 861. 38 861.38 861. 38 861. 38 861 .36 92. 3000 ~ 861. 38 861.36 861. 38 861. 38 861. 38 92. 5500 ~ 861. 38 861.38 861. 36 861. 38 861. 38 92. 6000 861. 38 861.38 861. 38 861. 38 861. 38 93. 0500 ~ 861. 38 861.38 861. 38 861. 38 861. 36 93. 3000 ~ 861. 38 861.38 861. 38 861. 37 861. 37 93. 5500 ~ 861. 37 861.37 861. 37 861. 37 861. 37 93. 8000 ~ 861. 37 861.37 861. 37 861. 37 861. 37 94. 0500 ~ 861. 37 861.37 861. 37 861. 37 861. 37 99. 3000 ~ 861. 37 861.37 861. 37 861. 37 861. 37 94. 5500 ~ 861. 37 861.37 861. 37 861. 37 861. 37 94. 8000 ~ 861. 37 861.37 861. 37 861. 37 861. 37 95. 0500 ~ 861. 37 861.37 861. 37 861. 37 861. 37 95. 3000 ~ 861. 37 861.37 861. 37 861. 37 861. 37 95. 5500 861. 37 861.37 861. 37 861. 37 861. 37 95. 8000 861. 37 861.37 861. 37 861. 37 861. 37 96. 0500 861. 37 861.37 861. 37 861. 37 861. 37 96. 3000 ~ 861. 37 861.37 861. 37 861. 37 861. 37 96. 5500 861. 37 861.37 861. 37 861. 37 861. 37 96. 8000 ~ 861. 37 861.37 861. 37 861. 37 861. 37 5/N: 321D06A070C9 Paul I. Cripe, Znc. PondPack Ver. 8.0058 Compute Time: 11:03:SS Date: 03/DD/YYYY ' Type.... Time-Elev Page 5.18 Name.... POND OUT Tag: Dev 10 Event: 10 yr File.... O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW Storm... TypeII 24hr Tag: Dev 10 TIME vs. ELEVATION (f t) u L~ Time ~ Output Time increment = .0500 hr5 hrs ~ Time on left represents time for first value in each row. 97 .0500 861. 37 661.37 661 .37 861 .37 861 .37 97 .3000 ~ 861. 36 861.36 861 .36 861 .36 861 .36 97 .5500 ~ 861. 36 861.36 861 .36 861. 36 861 .36 97 .8000 ~ 861. 36 661.36 861 .36 861. 36 861 .36 98 .0500 ~ 861. 36 861.36 861 .36 861. 36 861 .36 98 .3000 ~ 861. 36 861.36 861 .36 861. 36 861 .36 98 .5500 ~ 861. 36 861.36 861 .36 861. 36 861 .36 98 .8000 ~ 861. 36 661.36 861 .36 861. 36 861 .36 99 .0500 861. 36 861.36 861 .36 861. 36 861 .36 99 .3000 ~ 861. 36 861.36 861 .36 861. 36 861 .36 99 .5500 ~ 861. 36 661.36 861 .36 861. 36 861 .36 99 .8000 ~ 861. 36 861.36 861 .36 661. 36 861 .36 100 .0500 ~ 861. 36 861.36 861 .36 861. 36 661 .36 100 .3000 661. 36 861.36 861 .36 861. 36 861 .36 100 .5500 ~ 861. 36 861.36 861 .36 861. 36 861 .36 100 .8000 ~ 861. 36 861.36 861 .36 661. 36 861 .36 101 .0500 ~ 861. 36 861.36 861 .36 861. 36 661 .36 101 .3000 ~ 861. 36 861.36 861 .36 861. 36 861 .36 101 .5500 ~ 661. 36 861.36 861 .35 861. 35 861 .35 101 .8000 861. 35 861.35 861 .35 861. 35 861 .35 102 .0500 ~ 861. 35 861.35 861 .35 861. 35 861 .35 102 .3000 ~ 861. 35 861.35 861 .35 861. 35 861 .35 102 .5500 ~ 861. 35 861.35 861 .35 861. 35 861 .35 102 .8000 ~ 861. 35 861.35 861 .35 861. 35 861 .35 103 .0500 ~ 861. 35 861.35 861 .35 861. 35 861 .35 103 .3000 ~ 861. 35 861.35 861 .35 861. 35 861 .35 103 .5500 ~ 861. 35 861.35 861 .35 861. 35 861 .35 103 .8000 ~ 861. 35 861.35 861 .35 861. 35 861 .35 104 .0500 ~ 861. 35 861.35 861 .35 861. 35 861 .35 104 .3000 ~ 861. 35 861.35 661 .35 661. 35 861 .35 104 .5500 ~ 861. 35 861.35 861 .35 861. 35 861 .35 104 .8000 ~ 861. 35 861.35 861 .35 861. 35 861 .35 105 .0500 ~ 861. 35 861.35 861 .35 861. 35 861 .35 105 .3000 ~ 861. 35 S/N: 321DOSA07DC9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:55 Date: 03/DD/YYYY Type.... Time-Elev Page 5.19 Name.... POND OUT Tag: Dev100 Event: 100 yr File.... O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW Storm... TypeII 24hr Tag: Dev100 TIME vs. ELEVATION (f t) 1 ,' J L~ Time ~ Output Time increment = .0500 hrs h rs ~ Time on left represents time for first value in each row. 4. 0500 861. 29 861.29 861 .29 861. 29 861. 29 4. 3000 ~ 861. 29 861.29 861 .29 861. 29 861. 29 4. 5500 ~ 861. 29 861.29 861 .29 861. 29 861. 29 4. 8000 ~ 861. 29 861.29 861 .29 861. 29 861. 29 5. 0500 ~ 861. 29 861.29 861 .29 661. 29 861. 29 5. 3000 ~ 861. 29 861.29 861 .29 661. 29 861. 29 5. 5500 ~ 861. 29 861.29 861 .30 661. 30 661. 30 5. 6000 ~ 861. 30 861.30 861 .30 861. 30 661. 30 6. 0500 ~ 861. 30 861.30 861 .30 861. 30 861. 30 6. 3000 ~ 661. 30 861.30 861 .31 661. 31 861. 31 6. 5500 ~ 861. 31 861.31 861 .31 861. 31 861. 31 6. 8000 ~ 861. 31 861.31 861 .32 861. 32 861. 32 7. 0500 ~ 661. 32 861.32 861 .32 861. 32 861. 32 7. 3000 ~ 861. 33 861.33 861 .33 861. 33 661. 33 7. 5500 861. 33 861.39 861 .34 861. 34 661. 34 7. 8000 ~ 861. 34 861.34 861 .35 661. 35 861. 35 8. 0500 ~ 861. 35 861.35 861 .36 861. 36 861. 36 8. 3000 ~ 861. 36 861.36 861 .37 861. 37 861. 37 8. 5500 861. 37 861.38 861 .38 661. 38 861. 38 8. 8000 ~ 861. 39 861.39 861 .39 861. 40 861. 40 9. 0500 ~ 861. 40 861.41 861 .41 661. 41 861. 42 9. 3000 861. 42 861.43 861 .43 861. 43 661. 44 9. 5500 ~ 861. 44 861.95 861 .95 861. 45 861. 46 9. 8000 ~ 861. 46 861.47 861 .47 861. 48 861. 48 10. 0500 ~ 861. 49 861.49 861 .50 861. 50 861. 51 10. 3000 ~ 861. 52 861.52 861 .53 861. 53 861. 54 10. 5500 ~ 861. 55 861.56 861 .56 861. 57 661. 58 10. 8000 ~ 861. 59 861.60 861 .61 661. 62 861. 63 11. 0500 ~ 861. 64 861.65 861 .67 861. 68 861. 69 11. 3000 ~ 861. 71 861.72 861 .74 661. 76 861. 78 11. 5500 861. 80 861.82 861 .66 861. 91 861. 97 11. 8000 ~ 862. 07 862.19 862 .36 862. 57 862. 61 12. 0500 ~ 863. 03 863.21 863 .34 863. 42 663. 48 12. 3000 ~ 863. 53 863.56 863 .59 863. 62 863. 64 12. 5500 ~ 863. 66 863.67 863 .69 663. 70 863. 71 12. 8000 ~ 863. 72 863.72 863 .73 663. 74 663. 75 13. 0500 ~ 863. 75 863.76 863 .76 863. 77 863. 77 13. 3000 ~ 863. 77 863.78 863 .78 663. 76 863. 78 13. 5500 ~ 863. 78 863.79 863 .79 863. 79 663. 79 13. 8000 ~ 863. 79 863.79 863 .79 863. 79 863. 79 14. 0500 ~ 863. 79 863.79 863 .79 663. 78 863. 78 14. 3000 863. 76 863.78 863 .78 663. 78 663. 77 14. 5500 ~ 863. 77 863.77 863 .77 863. 77 863. 76 14. 8000 ~ 863. 76 863.76 863 .76 863. 76 863. 75 15. 0500 ( 863. 75 863.75 863 .74 863. 74 863. 74 S/N: 321DOSA070C9 Paul I. CripE, Inc. PondPack Ver. 8.0058 Compute Time: 11:03 :SS Date: 03/DD/YYYY ~~ Type .... T ime-Elev Page 5.20 Name .... P OND OUT Tag: Dev100 Eve nt: 10 0 yr File .... O :\200 2\020 350\202 00\ca lcs\dra inage \PROPOS ED.PPW Stor m... T ypeII 24h r Tag : Dev 100 ' TIME vs ELE VATIO N (f t) . Time ~ Outpu t Time incre ment = .0500 hrs hrs ~ Time on left repr esents time for fir st value in each row_ ___ 15 ______ .3000 I____ ~ _____ 663 _______ .74 _____ 863 _______ .73 _____ 863 _______ .73 _____ 863 ______ .73 863 .72 15 .5500 ~ 863 .72 863 .72 863 .71 863 .71 863 .71 15 .8000 ~ 863 .70 863 .70 863 .70 863 .69 863 .69 ' 16 .0500 ~ 663 .66 663 .66 863 .68 863 .67 663 .67 16 .3000 ~ 863 .66 863 .66 663 .65 863 .65 863 .65 16 .5500 ~ 863 .64 663 .64 663 .63 863 .63 863 .62 16 .8000 ~ 863 .62 863 .62 663 .61 863 .61 863 .60 17 .0500 ~ 863 .60 863 .59 863 .59 663 .59 863 .58 17 .3000 ~ 863 .58 863 .57 863 .57 663 .56 863 .56 17 .5500 ~ 863 .55 863 .55 863 .55 863. 54 863 .54 17 .8000 ~ 863 .53 863 .53 863 .52 863. 52 863 .51 18 .0500 ~ 863 .51 863 .50 863 .50 863. 49 863 .49 18 .3000 ~ 863 .49 863 .48 863 .48 663. 47 863 .47 18 .5500 ~ 863 .46 863 .46 863 .45 863. 45 863 .44 18 .8000 ~ 863 .94 863 .43 863 .43 863. 42 863 .42 19 .0500 ~ 863 .41 863 .41 863 .40 863. 40 863 .39 19 .3000 ~ 863 .39 863 .38 863 .38 863. 37 863 .37 19 .5500 ~ 863 .36 863 .36 863 .35 863. 35 863 .34 19 .8000 ~ 863 .34 863 .33 863 .33 863. 32 863 .32 20 .0500 ~ 663 .31 863 .31 863 .30 863. 30 863 .29 ~' 20 .3000 ~ 863 .29 863 .28 863 .28 863. 27 863 .27 20 .5500 ~ 663 .26 863 .26 663 .25 863. 25 863 .29 20 .8000 ~ 663 .24 863 .23 863 .23 863. 22 863 .22 21 21 .0500 ~ .3000 ~ 663 663 .21 .19 863 863 .21 .18 863 863 .20 .18 863. 663. 20 17 863 863 .19 .17 21 .5500 ~ 863 .16 863 .16 863 .15 863. 15 863 .14 21 .8000 ~ 863 .14 863 .14 863 .13 863. 13 863 .12 22 .0500 ~ 863 .12 863 .11 863 .11 863. 10 863 .10 22 .3000 ~ 863 .09 863 .09 863 .08 863. 06 663 .08 22 .5500 863 .07 863 .07 863 .06 863. 06 863 .05 22 .8000 863 .05 863 .04 863 .04 863. 03 863 .03 23 .0500 ~ 863 .03 863 .02 863 .02 863. 01 863 .01 23 .3000 ~ 863 .00 863 .00 663 .00 862. 99 862 .99 ' 23 .5500 ~ 862 .98 862 .98 862 .97 862. 97 862 .97 23 .8000 ~ 862 .96 862 .96 862 .95 862. 95 862 .94 24 .0500 ~ 862 .94 862 .94 862 .93 862. 92 862 .92 24 .3000 ~ 862 .91 862 .91 862 .90 862. 89 862 .69 ' 24 .5500 ~ 862 .88 862 .87 862 .87 862. 86 862 .85 24 .8000 ~ 862 .85 862 .84 862 .83 862. 63 862 .82 25 .0500 ~ 862 .81 662 .81 862 .80 862. 80 662 .79 25 .3000 ~ 862 .78 862 .78 662 .77 862. 76 862 .76 25 .5500 ~ 862 .75 862 .75 862 .74 862. 73 862 .73 25 .8000 ~ 862 .72 862 .72 862 .71 862. 70 862 .70 26 .0500 ~ 662 .69 862 .69 862 .68 862. 67 862 .67 26 .3000 ~ 862 .66 862 .66 862 .65 862. 65 862 .64 .. 26 .5500 ~ 662 .64 862 .63 862 .62 862. 62 862 .61 L~ r=-~ ' S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Vet. 8.0058 Compute Time: 11: 03:55 Date: 03/DD/YYYY ~~ Type. ... Ti me-Elev Page 5.21 Name. ... PO ND OUT Tag: Dev100 Even t: 10 0 yr File. ... 0: \200 2\0203 50\202 00\cal cs\dra inage\ PROPOSED.PPW Storm ... Ty peII 24hr Tag : Dev1 00 TIME v s. ELE VATION (ft) Time ~ Output Time increm ent = .0500 hrs h rs ~ Time o n left repre sents time f or Fir st val ue in each row- 26. 6000 ~ 862. 61 862 60 862. 60 862. 59 862 .59 27. 0500 ~ 862. 58 862. 58 862. 57 862. 57 862 .56 27. 3000 ~ 862. 56 862. 55 862. 55 862. 54 862 .54 ' 27. 5500 ~ 862. 53 862. 53 862. 52 862. 52 862 .51 27. 8000 ~ 862. 51 862. 50 862. 50 662. 50 862 .49 28. 0500 662. 49 862. 46 862. 48 862. 47 662 .47 28. 3000 862. 46 862. 46 862. 46 862. 45 862 .45 28. 5500 ~ 862. 44 862. 44 662. 43 862. 43 862 .43 28. 6000 ~ 862. 42 862. 42 862. 41 862. 41 862 .40 29. 0500 ~ 862. 40 662. 40 862. 39 862. 39 862 .38 29. 3000 ~ 862. 38 862. 38 862. 37 862. 37 862 .37 ~I 29. 5500 ~ 862. 36 862. 36 862. 35 862. 35 862 .35 29. 8000 ~ 862. 34 862. 34 862. 34 862. 33 862 .33 30. 0500 862. 32 862. 32 862. 32 862. 31 862 .31 30. 3000 ~ 662. 31 862. 30 862. 30 862. 30 862 .29 30 .5500 ~ 862. 29 862. 29 862. 28 862. 28 862 .28 30. 8000 ~ 862. 27 862. 27 862. 27 862. 26 862 .26 31 .0500 ~ 862. 26 862. 25 862. 25 862. 25 862 .24 31. 3000 ~ 862. 24 862. 24 862. 23 862. 23 862 .23 31. 5500 ~ 862. 22 862. 22 862. 22 862. 22 862 .21 ,~ 31. 8000 ~ 862. 21 862. 21 862. 20 862. 20 862 .20 32. 0500 ~ 862. 19 862. 19 862. 19 862. 19 862 .18 32. 3000 ~ 862. 18 862. 18 862. 17 662. 17 862 .17 32 .5500 ~ 862. 17 862. 16 862. 16 862. 16 862 .15 32 .8000 ~ 862. 15 862. 15 862. 15 862. 14 862 .14 33. 0500 862. 14 862. 14 862. 13 862. 13 862 .13 33. 3000 ~ 862. 13 862. 12 862. 12 862. 12 862 .12 33. 5500 ~ 862. 11 862. 11 862. 11 862. 11 862 .10 33. 8000 ~ 862. 10 862. 10 862. 10 862. 09 862 .09 34. 0500 I 862. 09 862. 09 862. 08 862. 08 862 .08 34. 3000 I 862. 08 862. 07 862. 07 662. 07 862 .07 34 .5500 ~ 662. 07 862. 06 662. 06 862. 06 862 .06 34 .8000 862. 05 862. 05 862. 05 862. 05 862 .05 ' 35. ~ 0500 862. 04 662. 04 862. 04 862. 04 862 .03 35. 3000 ~ 862. 03 862. 03 862. 03 862. 03 862 .02 35. 5500 ~ 862. 02 862. 02 862. 02 862. 02 862 .01 35. 6000 ~ 862. 01 862. 01 862. 01 662. 01 862 .00 36. 0500 ~ 862. 00 862. 00 862. 00 862. 00 861 .99 36. 3000 ~ 661. 99 861. 99 861. 99 661. 99 861 .99 36 .5500 ~ 861. 98 861. 98 861. 98 861. 98 861 .98 36 .8000 ~ 861. 97 661. 97 861. 97 861. 97 861 .97 37. 0500 ~ 861. 97 661. 96 861. 96 861. 96 861 .96 37. 3000 ~ 861. 96 861. 96 861. 95 861. 95 861 .95 37. 5500 ~ 861. 95 861. 95 861. 95 861. 94 861 -94 37. 38. 8000 ~ 0500 ~ 861. 861. 99 93 861. 861. 94 93 861. 661. 94 93 861. 861. 94 93 861 861 .93 .93 S/N: 321DOSA070C9 Paul I. Gripe, Inc. PondPack Vei. 8.0058 Compute Time: 11: 03:S5 Date: 03/DD/YYYY Type.... Time-Elev Page 5.22 Name.... POND OUT Tag: Dev100 Event: 100 yr File.... O:\2002\020350\20200\calcs\drainage\PRO POSED.PPW ' Storm... TypeIZ 24hr Tag: Dev100 TIME vs. ELEVATION (f t) ~' 1 ~~ t Time ~ Output Time increment = .0500 hrs hrs ~ Time on left represents time for first value in each row. 38. 3000 ~ 861 .93 861. 92 861 .92 861. 92 861 .92 38. 5500 ~ 861 .92 861. 92 861 .92 861. 91 861 .91 38. 8000 ~ 861 .91 861. 91 861 .91 861. 91 861 .91 39. 0500 ~ 861 .90 861. 90 861 .90 861. 90 861 .90 39. 3000 ~ 861 .90 861. 90 861 .89 861. 89 861 .89 39. 5500 ~ 861 .89 861. 89 861 .89 861. 89 861 .88 39. 8000 ~ 861 .88 861. 88 861 .88 861. 88 861 .88 40. 0500 ~ 861 .68 861. 88 861 .87 861. 87 861 .87 40. 3000 ~ 861 .67 861. 67 861 .87 861. 67 861 .87 40. 5500 ~ 861 .86 861. 86 861 .86 861. 86 861 .86 40. 8000 ~ 861 .86 861. 86 861 .86 861. 86 861 .85 41. 0500 ~ 861 .65 861. 85 861 .85 861. 85 661 .85 41. 3000 ~ 861 .85 861. 65 861 .85 861. 84 861 .84 91. 5500 ~ 861 .64 861. 84 861 .84 861. 84 861 .84 41. 8000 ~ 861 .84 861. 84 861 .83 861. 83 861 .83 42. 0500 ~ 861 .63 861. 83 861 .83 861. 83 861 .63 42. 3000 ~ 861 .63 861. 63 661 .82 861. 82 861 .62 42. 5500 ~ 861 .82 861. 62 861 .82 861. 82 861 .82 42. 8000 ~ 861 .82 861. 82 861 .62 861. 81 861 .61 43. 0500 ~ 861 .81 861. 81 861 .81 861. 81 861 .81 43. 3000 ~ 861 .61 861. 81 661 .81 861. 81 861 .60 93. 5500 ~ 861 .80 861. 80 661 .80 861. 80 861 .60 93. 8000 ~ 861 .60 861. 60 861 .80 861. 80 861 .60 44. 0500 ~ 861 .79 861. 79 661 .79 861. 79 861 .79 44. 3000 ~ 861 .79 861. 79 661 .79 861. 79 861 .79 44. 5500 ~ 861 .79 861. 79 861 .79 861. 78 861 .76 94. 8000 ~ 861 .78 861. 78 861 .78 661. 78 861 .78 45. 0500 ~ 861 .76 861. 78 861 .78 861. 78 861 .78 45. 3000 ~ 861 .77 861. 77 861 .77 661. 77 861 .77 45. 5500 ~ 861 .77 861. 77 661 .77 661. 77 861 .77 45. 8000 ~ 861 .77 861. 77 861 .77 661. 76 861 .76 46. 0500 ~ 861 .76 861. 76 861 .76 661. 76 861 .76 46. 3000 ~ 861 .76 861. 76 861 .76 661. 76 861 .76 46. 5500 ~ 861 .76 861. 75 861 .75 861. 75 861 .75 46. 8000 ~ 861 .75 861. 75 861 .75 861. 75 861 .75 47. 0500 861 .75 861. 75 861 .75 661. 75 861 .74 47. 3000 ~ 861 .74 861. 74 861 .74 861. 74 661 .74 47. 5500 ~ 861 .74 861. 74 861 .79 861. 74 661 .74 47. 8000 ~ 861 .74 861. 74 861 .73 861. 73 661 .73 48. 0500 861 .73 861. 73 861 .73 861. 73 661 .73 48. 3000 ~ 861 .73 861. 73 861 .73 861. 73 661 .73 48. 5500 861 .73 861. 72 861 .72 861. 72 661 .72 48. 8000 ~ 861 .72 861. 72 861 .72 861. 72 861 .72 49. 0500 861 .72 861. 72 861 .72 861. 72 861 .72 49. 3000 ~ 861 .71 861. 71 861 .71 861. 71 861 .71 49. 5500 ~ 661 .71 861. 71 861 .71 861. 71 861 .71 S/N: 321DOSA070C9 Paul I. Cripe, Inc. Pond Pack Ve Y. 8.0058 Compute Time: 11:03 :SS Date: 03/DD/YYYY Type .... T ime-Elev Page 5.23 Name .... P OND OUT Tag: Dev100 Eve nt: 10 0 yr File .... O :\2002\020 350\202 00\ca lcs\dra inage \PROPOSED.PPW Stor m... T ypeII 24h r Tag : Dev 100 TIME vs ELE VATIO N (f t) . Time ~ Outpu t Time incre ment = .0500 hrs ' hrs ~ Time on left repr esents time for fir st va lue in each row. 49 .8000 ~ 861 .71 861 .71 861 .71 861 .71 861 .71 50 .0500 ~ 861 .70 861 .70 861 .70 861 .70 861 .70 - . 50 .3000 ~ 861 .70 861 .70 861 .70 861 .70 861 .70 ' 50 .5500 ~ 861 .70 861 .70 661 .70 861 .70 861 .70 50 .6000 ~ 861 .69 861 .69 861 .69 661 .69 861 .69 51 .0500 ~ 861 .69 661 .69 861 .69 861 .69 661 .69 51 51 .3000 .5500 ~ 861 ~ 861 .69 .68 661 861 .69 .68 861 861 .69 .68 861 861 .69 .68 661 861 .69 .68 51 .8000 ~ 861 .68 861 .68 661 .68 861 .68 861 .68 52 .0500 ~ 861 .68 861 .68 661 .68 861 .68 861 .68 52 .3000 861 .66 861 .67 861 .67 861 .67 861 .67 ,i 52 .5500 ~ 861 .67 861 .67 861 .67 861 .67 661 .67 52 .8000 ~ 861 .67 861 .67 861 .67 661 .67 661 .67 53 .0500 ~ 861 .67 661 .67 861 .66 861 .66 861 .66 53 .3000 ~ 861 .66 861 .66 661 .66 861 .66 861 .66 53 .5500 861 .66 861 .66 661 .66 861 .66 961 .66 53 .8000 ~ 861 .66 861 .66 861 .66 661 .65 861 .65 59 .0500 861 .65 661 .65 861 .65 861 .65 861 .65 54 .3000 ~ 861 .65 861 .65 861 .65 861 .65 861 .65 54 .5500 ~ 861 .65 861 .65 861 .65 861. 65 861 .65 54 .8000 ~ 861 .64 861 .64 861 .64 861. 64 861 .64 55 .0500 ~ 861 .64 861 .69 861 .64 661. 64 861 .64 55 .3000 ~ 861 .64 861 .64 861 .69 661. 64 861 .64 55 .5500 ~ 861 .64 861 .64 861 .63 661. 63 661 .63 55 .8000 ~ 861 .63 861 .63 861 .63 861. 63 861 .63 56 .0500 ~ 861 .63 861 .63 661 .63 861. 63 861 .63 56 .3000 ~ 861 .63 861 .63 861 .63 861. 63 861. 63 56 .5500 ~ 861. 62 861 .62 861 .62 661 62 861 62 56 .8000 ~ 861. 62 861 .62 861 .62 . 861. 62 . 861. 62 57 .0500 I 861. 62 861 .62 861 .62 861. 62 861. 62 57 .3000 861. 62 861 .62 661 .62 861. 62 861. 61 57 .5500 ~ 861. 61 861 .61 861 .61 861. 61 861. 61 ~ 57 .8000 ~ 861. 61 861. 61 861 .61 661. 61 661. 61 ~ 58 .0500 ~ 861. 61 861. 61 861 .61 861. 61 661. 61 58. 3000 ~ 861. 61 861. 61 861 .61 861. 60 861. 60 58. 5500 ~ 861. 60 861. 60 661 .60 861. 60 861. 60 ~ 58. 8000 ~ 861. 60 861. 60 861 .60 861. 60 861. 60 ' 59. 0500 ~ 861. 60 861. 60 861 .60 661. 60 861. 60 59. 3000 ~ 861. 60 861. 60 861 .59 861. 59 661. 59 59. 5500 ~ 861. 59 861. 59 861. 59 861. 59 861. 59 59. 8000 ~ 861. 59 861. 59 661. 59 861. 59 861. 59 60. 0500 ~ 861. 59 861. 59 861. 59 861. 59 861. 59 60. 3000 ~ 861. 59 861. 59 861. 59 861. 58 861. 58 60. 5500 ~ 861. 58 861. 58 861. 58 861. 58 861. 58 60. 61. 6000 ~ 0500 ~ 861. 861. 58 58 861. 861. 58 58 861. 861. 56 58 861. 861. 58 58 861. 861. 58 58 r S/N: 321D06A070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:55 Date: 03/DD/YYYY ' Type.... Time-Elev Page 5.24 Name.... POND OUT Tag: Dev100 Event: 100 yr File.... O:\2002\020350\20200\calcs\drainage\PRO POSED.PPW Storm... TypeII 24hr Tag: Dev100 TIME vs. ELEVATION (f t) i ~' Time ~ Output Time increment = -0500 hrs h rs ~ Time on left represents time for first val ue in each row. 61. 3000 861. 58 661.58 861 58 861. 58 861. 57 61. 5500 861. 57 861.57 861. 57 861. 57 861. 57 61. 8000 ~ 661. 57 861.57 861. 57 661. 57 861. 57 62. 0500 661. 57 861.57 861. 57 861. 57 861. 57 62. 3000 ~ 861. 57 861.57 861. 57 861. 57 861. 57 62. 5500 ~ 861. 56 861.56 861. 56 661. 56 861. 56 62. 8000 ~ 861. 56 861.56 861. 56 861. 56 861. 56 63. 0500 861. 56 861.56 661. 56 861. 56 861. 56 63. I 3000 861. 56 861.56 861. 56 861. 56 861. 56 63. 5500 ~ 861. 56 861.56 861. 56 861. 55 861. 55 63. 8000 ~ 861. 55 861.55 861. 55 861. 55 861. 55 64. 0500 ~ 861. 55 861.55 861. 55 861. 55 861. 55 64. 3000 ~ 861. 55 861.55 861. 55 861. 55 861. 55 64. 5500 ~ 861. 55 861.55 861. 55 861. 55 661. 55 64. 6000 ~ 861. 55 661.54 861. 54 861. 54 861. 54 65. 0500 ~ 661. 54 661.54 861. 54 861. 59 861. 59 65. 3000 ~ 861. 54 861.54 ~ 861. 54 861. 54 861 .84 65 .5500 ~ 861. 54 861.54 861. 54 861. 54 861 .54 65 .8000 ~ 861. 54 861.54 861. 54 861. 54 861 .54 66 .0500 ~ 861. 54 861.53 861. 53 861. 53 861 .53 66 .3000 ~ 861. 53 861.53 661. 53 861. 53 861 .53 66 .5500 ~ 861. 53 861.53 861. 53 861. 53 861 .53 66 .6000 861. 53 861.53 861 .53 861. 53 861 .53 67 .0500 ~ 861. 53 861.53 861 .53 861. 53 861 .53 67 .3000 ~ 661. 53 861.52 861 .52 861. 52 861 .52 67 .5500 ~ 861. 52 861.52 861 .52 861. 52 661 .52 67 .8000 ~ 861. 52 861.52 861 .52 661. 52 861 .52 68 .0500 ~ 861. 52 861.52 861 .52 861. 52 861 .52 68 .3000 ~ 861 .52 861.52 861 .52 861 .52 861 .52 68 .5500 ~ 861 .52 861.52 861 .51 861 .51 861 .51 68 .8000 ~ 861 .51 861.51 861 .51 861 .51 861 .51 69 .0500 ~ 861 .51 861.51 861 .51 861 .51 861 .51 69 .3000 ~ 861 .51 861.51 661 .51 861 .51 861 .51 69 .5500 ~ 661 .51 861.51 861 .51 861 .51 861 .51 69 .8000 ~ 861 .51 861.51 861 .51 861 .51 861 .51 70 .0500 ~ 861 .50 861.50 861 .50 861 .50 861 .50 70 .3000 861 .50 861.50 861 .50 861 .50 861 .50 70 .5500 I 661 .50 861.50 861 .50 861 .50 861 .50 70 .8000 861 .50 661.50 861 .50 861 .50 861 .50 71 .0500 ~ 861 .50 861.50 861 .50 861 .50 861 .50 71 .3000 ~ 861 .50 661.50 861 .50 861 .50 861 .49 71 .5500 ~ 861 .49 661.49 861 .49 861 .99 861 .49 71 .8000 ~ 861 .49 861.49 861 .49 861 .49 861 .49 72 .0500 ~ 861 .49 861.49 861 .49 861 .49 861 .49 72 .3000 ~ 861 .49 861.49 861 .99 861 .49 861 .49 72 .5500 ~ 861 .49 861.49 861 .99 861 .49 861 .49 r S/N: 321DOSA070C9 Paul I. Gripe, InC. PondPaCk Ver. 8.0058 Compute Time: 11:03:55 Date: 03/DD/YYYY Type .... Time-Elev Page 5.25 Name .... POND OUT Tag: Dev100 Eve nt: 10 0 yr File .... O:\200 2\020350\202 00\cal cs\dra inage \PROPOSED.PPW Storm... TypeII 24hr Tag : Dev1 00 TIME v s ELE VATION (f t) . Time ~ Output Time incre ment = .0500 hrs hrs ~ Time on left repre sents time for fir st value in each row_ 72. 8000 861 .49 861. 49 861 .49 861 .49 861 .98 73. 0500 ~ 861 .48 861. 48 861 .48 861 .46 861 .48 73. 3000 ~ 861 .48 861. 48 861 .48 861 .48 861 .48 73. 5500 ~ 861 .48 861. 48 861 .48 861 .48 861 .98 73. 8000 ~ 861 .48 861. 48 861 .48 861 .48 861 .48 74. 0500 ~ 861 .48 861. 48 861 .48 861 .48 861 .48 74. 3000 ~ 861 .48 861. 48 861 .48 861 .48 861 .48 ~~ 74. 5500 ~ 861 .48 861. 48 861 .47 861 .47 861 .47 74. 8000 ~ 861 .47 861. 47 861 .47 861 .47 861 .47 75. 0500 ~ 861 .47 861. 47 861 .47 861 .47 861 .47 75. 3000 ~ 861 .47 861. 47 861 .47 861 .47 861 .47 ~ 75. 5500 ~ 861 .47 861. 47 861 .47 861 .47 861 .47 75. 8000 ~ 861 .47 861. 47 861 .47 861 .47 861 .47 76. 0500 ~ 861 .47 861. 47 861 .47 861 .47 861 .47 76. 3000 ~ 861 .46 661. 96 861 .46 861 .46 661 .46 76. 5500 ~ 861 .46 861. 96 861 .46 861 .96 861 .46 76. 8000 ~ 861 .46 861. 46 861 .46 861 .46 861 .46 77. 0500 ~ 861 .46 861. 96 861 .46 861 .46 861 .46 77. 3000 ~ 661 .46 861. 96 861 .46 861 .46 861 .46 77. 5500 ~ 861 .46 861. 46 861 .46 861 .46 861 .96 77. 8000 ~ 861 .46 861. 46 861 .46 861 .46 861 .46 78. 0500 ~ 861 .46 861. 45 861 .95 861 .45 861 .45 78. 3000 ~ 661 .45 861. 45 861 .45 861 .45 861 .95 78. 78. 5500 ~ 8000 ~ 861 861 .45 .45 861. 861. 45 45 861 861 .95 .45 661 861 .45 .45 861 861 .45 .45 79. 0500 ~ 861 .45 861. 45 861 .45 861 .95 861 .45 79. 3000 ~ 861 .45 861. 45 861 .45 661 .45 861 .45 79. 5500 ~ 861 .45 861. 45 861 .45 861 .45 861 .45 i 79. 8000 ~ 861 .45 861. 45 861 .45 861 .45 861 .44 80. 0500 ~ 861 .44 861. 44 861 .44 861 .44 861 .44 80. 3000 ~ 861 .94 861. 44 861 .44 861 .44 861 .44 80. 5500 ~ 861 .44 861. 44 861 .44 861 .44 861 .44 80. 8000 ~ 861 .44 861. 44 861 .44 861 .44 861 .44 81. 0500 ~ 861 .44 861. 44 861 .49 861 .44 861 .44 81. 3000 ~ 861 .44 861. 44 861 .44 861 .44 861 .44 81. 5500 ~ 861 .49 861. 99 861 .44 861 .44 861 .44 81. 8000 ~ 861 .44 861. 44 861 .44 861 .44 661 .44 ' 82. 0500 ~ 861 .43 861. 43 861 .43 861 .43 861 .43 82. 3000 ~ 861 .43 861. 93 861 .43 861 .43 861 .43 82. 5500 ~ 861 .43 861. 93 861 .43 861 .43 861 .43 82. 8000 ~ 861 .43 861. 43 861 .43 861 .43 861 .43 83. 0500 ~ 861 .43 861. 43 861 .43 861 .43 861 .43 83. 3000 ~ 861 .43 861. 43 861 .43 861. 43 861 .43 83. 5500 ~ 861 .43 861. 43 861 .93 661 .93 861 .43 83. 8000 ~ 861. 43 861. 43 861 .43 661. 43 861 .43 ~~ 84. 0500 ~ 861. 43 861. 43 861 .43 861. 42 861 .42 LJ LJ 5/N: 321DOSA070C9 Paul L Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11: 03:SS Date: 03/DD/YYYY Type .... Time-Elev Page 5.26 Name .... POND O UT Tag: Dev100 Event: 10 0 yr ~' File .... O:\200 2\020 350 \20200\calcs\dra inage \PROPOSED.PPW Stor m... TypeIZ 24h r Tag: Dev100 TIME vs ELE VATIO N (f t) . Time ~ Output Time incre ment = . 0500 hrs ' hrs ~ Time on left represents time for firs t value in each row. -~ 84 .3000 861 .42 861.42 861 .42 861: 42 861 .42 84 .5500 ~ 861 .42 861.92 861 .42 861. 42 861 .42 84 .8000 ~ 861 .42 861.42 861 .42 861. 42 861 .42 85 .0500 ~ 861 .42 861.42 861 .42 861. 42 861 .42 85 .3000 ~ 861 .42 861.42 861 .42 861. 42 861 .42 85 .5500 ~ 861 .42 861.42 861 .42 861. 42 861 .42 ' 85 86 .8000 ~ .0500 ~ 861 861 .42 .42 861.42 861.42 861 861 .42 .42 861. 861. 42 42 861 861 .42 .42 86 .3000 861 .42 861.42 861 .42 861. 42 861 .42 86 .5500 861 .41 861.41 861 .41 861. 91 861 .41 86 .8000 861 .41 861.41 861 .41 861. 41 861 .41 , 87 .0500 ~ 861 .41 861.41 861 .41 861. 41 861 .41 ~ . 87 .3000 861 .41 861.41 861 .41 861. 41 861 .41 87 .5500 ~ 861 .41 861.41 861 .41 861. 41 861 .41 87 .8000 ~ 861 .41 861.41 861 .41 861. 41 861 .91 88 .0500 861 .41 861.41 861 .41 861. 41 861 .41 88 .3000 ~ 861 .41 861.41 861 .41 861. 41 861 .91 88 .5500 ~ 861 .41 861.41 861 .41 861. 41 861 .41 88 .8000 861 .41 861.41 861 .41 661. 41 861 .41 89 .0500 ~ 861 .41 861.40 861 .40 661. 40 861 .40 ' 89 .3000 ~ 861 .40 861.40 861 .40 661. 40 861 .40 -. 89 .5500 861 .40 861.40 861 .40 861. 40 861 .40 69 .8000 ~ 861 .40 861.40 861 .40 861. 40 661 .40 90 .0500 ~ 861 .40 861.40 861 .40 661. 40 861 .40 ~~ 90 .3000 ~ 861 .40 861.40 661 .40 861. 40 861 .40 90 .5500 ~ 861 .40 861.40 861 .40 861. 40 861 .40 90 .8000 ~ 861 .40 861.40 861 .40 861. 40 861 .40 91 0500 ~ 861 .40 861.40 861 .40 861. 40 861 .40 ,i 91 . .3000 ~ 861 .40 861.40 861 .40 861. 40 861 .40 91 .5500 ~ 861 .40 661.40 861 .40 861. 40 ~ 861 .40 91 .8000 ~ 861 .40 861.39 861 .39 861. 39 861 .39 92 .0500 ~ 861 .39 861.39 861 .39 861. 39 861 .39 92 .3000 ~ 861 .39 861.39 861 .39 861. 39 861 .39 92 .5500 ~ 861 .39 661.39 861 .39 861. 39 861 .39 92 .8000 ~ 861 .39 861.39 861 .39 861. 39 861 .39 93 .0500 ~ 861 .39 861.39 861 .39 861. 39 861 .39 ~ 93 .3000 ~ 861 .39 861.39 861 .39 861. 39 861 .39 ~ 93 .5500 ( 861 .39 861.39 861 .39 861. 39 861 .39 93 .8000 ~ 861 .39 861.39 861 .39 861. 39 861 .39 94 .0500 ~ 861 .39 861.39 861 .39 861. 39 861 .39 94 .3000 ~ 861 .39 861.39 861 .39 861. 39 661 .39 94 .5500 ~ 861 .39 861.39 861 .39 661. 39 861 .39 94 .8000 ~ 861 .39 861.39 861 .38 861. 38 661 .38 95 .0500 ~ 861 .36 861.38 861 .36 861. 36 861 .38 , 95 .3000 ~ 661 .38 861.38 861 .36 861. 38 861 .38 ~ 95 .5500 ~ 861 .36 861.38 861 .38 861. 38 861 .38 i r S/N: 321D06A070C9 Paul I. Cr ipe, Inc. PondPack Ver. 8.0 058 Compute Time: 11:03:SS Date: 03/ DD/YYYY Type. ... Time-Elev Page 5.27 Name. ... POND OUT Tag: Dev100 Eve nt: 10 0 yr ~~ File. .-. O:\200 2\0203 50\202 00\cal cs\dra inage \PROPOS ED.PPW Storm ... TypeII 24hr Tag : Dev1 00 TIME v s ELE VATIO N (ft) . T ime ~ Output Time incre ment = .0500 hrs ' h rs Time o n left re re P sents time for fir st value in each row. -. 95. 8000 661. 38 861. 38 661 .38 861 .38 861 .36 96. 0500 ~ 861. 38 861. 38 661 .38 661 .38 861 .38 96. 3000 ~ 861. 38 861. 38 861 .38 861 .38 861 .38 ,~ 96. 5500 861. 38 861. 38 861 .38 861 .38 861 .38 96. 8000 ~ 861. 38 861. 38 861 .38 861 .38 861 .38 97. 0500 861. 38 861. 38 861 .38 861 .38 861 .38 '' 97. 97. 3000 ( 5500 ~ 861. 861. 36 36 861. 861. 38 38 661 661 .38 .38 861 861 .38 .38 861 861 .36 .38 97. 8000 861. 38 661. 38 861 .38 861 .38 861 .38 98. 0500 861. 38 861. 38 861 .38 661 .36 861 .38 98. 3000 ~ 861. 37 861. 37 861 .37 861 .37 861 .37 98. 5500 ~ 861. 37 861. 37 861 .37 861 .37 861 .37 ~ 98. 8000 ~ 861. 37 861. 37 861 .37 861 .37 861 .37 99. 0500 ~ 861. 37 861. 37 861 .37 861 .37 861 .37 99. 3000 ~ 861. 37 861. 37 661 .37 661 .37 861 .37 ` ~, 99. 5500 ~ 861. 37 661. 37 861 .37 861 .37 - 661 .37 ~ 99. 8000 ~ 661. 37 861. 37 861 .37 861 .37 861 .37 100. 0500 ~ 861. 37 861. 37 861 .37 861 .37 861 .37 100. 3000 861. 37 861. 37 861 .37 861 .37 861 .37 100. 5500 ~ 861. 37 861. 37 861 .37 861 .37 861 .37 100. 8000 ~ 861. 37 861. 37 861 .37 861 .37 861 .37 -. 101. 0500 ~ 861. 37 661. 37 861 .37 861 .37 861 .37 101. 3000 ~ 861. 37 861. 37 861 .37 861 .37 861 .37 101. 5500 ~ 861. 37 861. 37 861 .37 861. 37 861 .37 ~ 101. 8000 ~ 861. 37 861. 37 861 .37 861 .37 861 .37 102. 0500 861. 37 861. 36 661 .36 661 .36 861 .36 102. 3000 ~ 861. 36 861. 36 861 .36 861 .36 861 .36 102. 5500 ~ 861. 36 861. 36 861 .36 861 .36 861 .36 102. 8000 ~ 861. 36 861. 36 861 .36 861. 36 861 .36 103. 0500 ~ 861. 36 861. 36 861 .36 861. 36 861 .36 103. 3000 ~ 861. 36 861. 36 861 .36 861. 36 861 .36 103. 5500 ~ 861. 36 861. 36 861 .36 861 .36 861 .36 103. 8000 I 861. 36 861. 36 861 .36 861 .36 861 .36 N 104. 0500 ~ 861. 36 r t=~ .,\ S/N: 321D06A070C9 Paul I. CYipe, Inc. PondPack Ver. 8.0058 Compute Time: 11: 03:SS Date: 03/DD/YYYY Type.... Time vs. Volume Page 6.01 Name.... POND OUT Tag: Dev 2 Event: 2 yr File.... O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW Storm... TypeII 24hr Tag: Dev 2 TIME vs. VOLUME (ac-f t) '' ,~ ~, ~` /~I r /', 1 1 Time ~ Output Time increment = .0500 hrs hrs Time on left re resents P time for first value in each row. 6 8000 ~ .000 .000 .000 000 . 000 7 .0500 ~ .000 .000 .000 .000 . 000 7 .3000 ~ .000 .000 .001 .001 . 001 7 .5500 ~ .001 .001 .001 .001 . 001 7 .8000 ~ .002 .002 .002 .002 . 002 8 .0500 ~ .003 .003 .003 .003 . 004 8 .3000 ~ .004 .004 . 005 .005 . 006 8 .5500 ~ .006 .007 . 007 . 006 . 009 8 .8000 ~ .009 .010 . 011 .012 . 013 9 .0500 ~ .014 .015 . 016 . 018 . 019 9 .3000 ~ .020 .022 . 023 . 025 . 026 9 .5500 ~ .028 .029 . 031 . 033 . 034 9 .8000 ~ .036 .038 . 040 . 042 . 045 10 .0500 .047 .080 . 052 . 055 . 058 10 .3000 ~ .061 .064 . 067 . 071 . 074 10 .5500 ~ .078 .082 . 087 . 091 . 096 10 .8000 ~ .101 .106 . 112 . 118 . 124 11 .0500 ~ .130 .137 . 145 . 153 . 161 11 .3000 ~ .171 .181 . 192 . 203 . 216 11 .5500 .230 .247 . 272 . 307 . 358 11 .8000 ~ .431 .532 . 676 . 869 1. 091 12 .0500 ~ 1 .305 1 .487 1. 621 1. 714 1. 782 12 .3000 ~ 1 .834 1 .876 1. 912 1. 943 1. 969 12 .5500 ~ 1 .992 2 .012 2. 030 2. 046 2. 061 12 .8000 ~ 2 .075 2 .067 2. 099 2. 111 2. 121 13 .0500 ~ 2 .131 2 .140 2. 149 2. 157 2. 164 13 .3000 ~ 2 .172 2 .178 2. 185 2. 191 2. 197 13 .5500 ~ 2 .202 2. 207 2. 211 2. 216 2. 219 13 .8000 ~ 2 .223 2. 226 2. 229 2. 232 2. 235 14. 0500 ~ 2 .237 2. 239 2. 291 2. 242 2. 244 19. 3000 ~ 2 .245 2. 247 2. 248 2. 249 2. 250 19. 5500 ~ 2 .251 2. 252 2. 253 2. 253 2. 254 14. 8000 2 .254 2. 255 2. 255 2. 255 2. 255 15. 0500 ~ 2 .255 2. 255 2. 255 2. 255 2. 255 15. 3000 ~ 2. 255 2. 254 2. 254 2. 253 2. 252 15. 5500 ~ 2. 251 2. 250 2. 249 2. 249 2. 247 15. 8000 2. 296 2. 245 2. 244 2. 242 2. 241 16. 0500 ~ 2. 239 2. 237 2. 236 2. 234 2. 232 16. 3000 ~ 2. 230 2. 228 2. 227 2. 225 2. 223 16. 5500 ~ 2. 221 2. 219 2. 217 2. 215 2. 213 16. 8000 ~ 2. 210 2. 208 2. 206 2. 204 2. 202 17. 0500 ~ 2. 200 2. 197 2. 195 2. 193 2. 191 17. 3000 ~ 2. 188 2. 186 2. 184 2. 181 2. 179 17. 5500 ~ 2. 177 2. 174 2. 172 2. 169 2. 167 17. 8000 ~ 2. 165 2. 162 2. 160 2. 157 2. 154 ~` S/N: 321D06A070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11: 03:SS Date: 03/DD/YYYY /~ ~' Type .... T ime vs. Volume Page 6.02 Name .... P OND OUT Tag : Dev 2 Event: 2 yr File .... 0 :\2002\02 0350\20200\c alcs\dr ainag e\PROPOSED .P PW Stor m... T ypeZI 29 hr Tag : De v 2 ' TI ME vs. VOLUM E (ac-ft) Time ~ Ou tput Ti me increment = .0 500 hrs hrs ~ Ti me on left rep resents time for first value in each row. 18 .0500 ~ 2 .152 2 .149 2 .147 2 .144 2 .141 18 .3000 ~ 2 .139 2 .136 2 .133 2 .130 2 .128 18 .5500 ~ 2 .125 2 .122 2 .119 2 .117 2 .114 18 .8000 2 .111 2 .108 2 .105 2 .102 2 .099 19 .0500 ~ 2 .096 2 .093 2 .091 2 .088 2 .085 19 .3000 ~ 2 .081 2 .079 2 .075 2 .072 2 .069 19 .5500 2 .066 2 .063 2 .060 2 .057 2 .054 19 .8000 ~ 2 .050 2 .047 2 .044 2 .041 2 .037 20 .0500 ~ 2 .034 2 .031 2 .028 2 .024 2 .021 20 .3000 ~ 2 .018 2 .015 2 .011 2 .008 2 .005 20 .5500 ~ 2 .002 1 .999 1 .995 1 .992 1 .989 20 .8000 ~ 1 .986 1 .983 1 .960 1 .976 1 .973 21 .0500 ~ 1 .970 1 .967 1 .964 1 .961 1 .958 21 .3000 ( 1 .955 1 .952 1 .949 1 .946 1 .943 21 .5500 ~ 1 .940 1 .937 1 .934 1 .931 1. 928 21 .8000 ~ 1 .925 1 .922 1 .919 1 .916 1. 913 22 .0500 ~ 1 .910 1 .907 1 .904 1 .902 1. 899 22 .3000 ~ 1 .896 1 .893 1 .890 1 .887 1. 885 22 .5500 ~ 1 .882 1 .879 1 .876 1 .873 1. 870 22 .8000 ~ 1 .868 1 .865 1 .862 1 .859 1. 857 23 .0500 ~ 1 .854 1 .851 1 .849 1 .846 1. 843 23 .3000 ~ 1 .840 1 .838 1 .835 1 .832 1. 830 23 .5500 ~ 1 .627 1 .824 1. 822 1 .819 1. 817 23 .8000 ~ 1 .814 1. 811 1. 809 1 .806 1. 804 24 .0500 ~ 1 .801 1. 796 1. 794 1. 789 1. 784 29 .3000 ~ 1. 779 1. 773 1. 768 1. 763 1. 757 24 .5500 ~ 1. 752 1. 747 1. 792 1. 736 1. 731 24 .8000 ~ 1. 726 1. 721 1. 716 1. 711 1. 705 25 .0500 ~ 1. 700 1. 695 1. 690 1. 685 1. 680 25 .3000 ~ 1. 676 1. 671 1. 666 1. 661 1. 656 25 .5500 ~ 1. 651 1. 647 1. 642 1. 637 1. 632 25. 8000 ~ 1. 628 1. 623 1. 619 1. 614 1. 609 26. 0500 ~ 1. 605 1. 600 1. 596 1. 591 1. 587 26. 3000 ~ 1. 563 1. 578 1. 574 1. 570 1. 565 26. 5500 ~ 1. 561 1. 557 1. 552 1. 548 1. 544 26. 8000 ~ 1. 590 1. 536 1. 532 1. 527 1. 523 27. 0500 ~ 1. 519 1. 515 1. 511 1. 507 1. 503 27. 3000 ~ 1. 499 1. 495 1. 991 1. 488 1. 484 27. 5500 ~ 1. 460 1. 476 1. 472 1. 968 1. 465 27. 8000 1. 461 1. 457 1. 453 1. 450 1. 446 28. 0500 ~ 1. 442 1. 439 1. 435 1. 432 1. 428 28. 3000 ~ 1. 925 1. 421 1. 417 1. 414 1. 410 28. 5500 ~ 1. 407 1. 404 1. 900 1. 397 1. 393 28. 6000 ~ 1. 390 1. 387 1. 383 1. 380 1. 377 29. 0500 ~ 1. 373 1. 370 1. 367 1. 364 1. 361 29. 3000 ~ 1. 357 1. 354 1. 351 1. 348 1. 345 '` S/N: 321DOSA070C9 Paul I. Gripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:55 Date: 03/DD/YYYY ' Type .... Time vs. Volume Page 6.03 Name .... POND OUT Tag : Dev 2 Event: 2 yr File .... O:\200 2\02 0350\20200\calcs\dr ainage\PROPOSED .P PW Stor m... TypeII 24 hr Tag : Dev 2 ' TIME vs. VOLUME (ac-ft) Time ~ Output Ti me increment = .0500 hrs hrs i Time on left - represents -- ----- time for first value in each row. 29 .5500 ~ 1 .342 - 1 -- .339 ----- 1 ---------- .336 -- 1 -------- .332 ----- 1. ----- 329 29 .8000 ~ 1 .326 1 .323 1 .320 1 .317 1. 314 30 .0500 ~ 1 .312 1 .309 1 .306 1 .303 1. 300 '' 30 .3000 ~ 1 .297 1 .294 1 .291 1 .289 1. 286 30 .5500 ~ 1 .283 1 .280 1 .277 1 .275 1. 272 30 .8000 ~ 1 .269 1 .267 1 .264 1 .261 1. 259 31 .0500 ~ 1 .256 1 .253 1 .251 1 .248 1. 246 31 .3000 1 -243 1 .240 1 .238 1 .235 1. 233 31 .5500 1 .230 1 .228 1 .225 1 .223 1. 220 31 .8000 ~ 1 .218 1 .216 1. 213 1 .211 1. 208 32 .0500 ~ 1 .206 1. 204 1. 201 1 .199 1. 197 32 .3000 ~ 1 .194 1 .192 1 .190 1 .187 1. 185 ~~ 32 .5500 1 .183 1 .181 1. 178 1 .176 1. 174 32 .8000 ~ 1 .172 1. 170 1. 168 1 .165 1. 163 33 .0500 1 .161 1. 159 1. 157 1 .155 1. 153 . 33 .3000 ~ 1 .151 1. 149 1. 147 1 .145 1. 142 ~ 33 .5500 ~ 1 .140 1. 138 1. 136 1 .134 1. 132 33 .8000 ~ 1 .131 1. 129 1. 127 1. 125 1. 123 34 .0500 ~ 1. 121 1. 119 1. 117 1 .115 1. 113 34 .3000 1 .111 1. 110 1. 108 1 .106 1. 104 ~'~ 34 .5500 1 .102 1. 100 1. 099 1. 097 1. 095 34 .8000 ~ 1 .093 1. 091 1. 090 1. 088 1. 086 35 .0500 ~ 1. 064 1. 082 1. 061 1. 079 1. 077 35 35 .3000 .5500 ~ 1. 1. 075 066 1. 1. 073 064 1. 1. 072 063 1. 1. 070 061 1. 1. 066 059 35 .8000 ~ 1. 057 1. 056 1. 054 1. 052 1. 050 36 .0500 ~ 1. 049 1. 047 1. 045 1. 043 1. 042 36 .3000 1. 040 1. 038 1. 037 1. 035 1. 033 ~~~ 36 .5500 ~ 1. 031 1. 030 1. 026 1. 026 1. 024 36 .8000 ~ 1. 023 1. 021 1. 019 1. 018 1. 016 37 .0500 ~ 1. 014 1. 013 1. 011 1. 009 1. 008 37 .3000 ~ 1. 006 1. 004 1. 003 1. 001 . 999 37 .5500 ~ , 996 . 996 . 994 . 992 . 991 37 .8000 , 989 . 988 . 986 . 984 . 983 38 .0500 ~ . 981 . 979 . 978 . 976 . 975 38 .3000 ~ . 973 . 971 . 970 . 968 . 966 36 .5500 ~ . 965 . 963 . 962 . 960 . 956 ~ 38 .8000 . 957 . 955 . 954 . 952 . 950 39 .0500 ~ . 999 . 947 . 946 . 944 . 943 39 .3000 ~ . 941 . 939 . 938 . 936 . 935 39 39 .5500 .8000 ~ . . 933 926 . . 932 924 . . 930 922 . . 929 921 . . 927 919 40 .0500 ~ . 918 . 916 . 915 . 913 . 912 40 .3000 ~ . 910 . 909 . 907 . 906 . 904 40 .5500 . 903 . 901 . 900 . 896 . 897 ~`' 40 .8000 ~ . 895 . 694 . 892 . 891 . 889 ~I L ;' '` S/N: 321DOSA070C9 Paul I. Cripe, Ino. PondPack Ver. 8.0056 Compute Time: 11: 03:55 Date: 03/DD/YYYY ' Type. ... Time vs. Volume Page 6.04 Name. ... POND OUT Tag: Dev 2 Event: 2 yr File. ... O:\2002\020350\20200\calcs\drainage \PROPOSED. PPW Storm ... TypeII 24hr Tag: Dev 2 TIME v VOLUME (ac-ft) s. T ime ~ Output Time inc rement = .0500 hrs h rs ~ Ti me on left represents time for first _ _ value in each -- ~---- - row. -~ 41. 0500 ~ -886 -- ~--.886~~------- 885 ----_ .883 - . 882 41. 3000 ~ .880 .879 . 878 .876 . 875 41. 5500 ~ .873 .872 . 870 .869 . 667 ' 41. 8000 ~ -866 .865 . 863 .862 . 860 42. 0500 ~ .859 .857 . 856 .854 . 853 42. 3000 ~ .652 .650 . 849 .847 . 846 '' 42. 42. 5500 ~ 8000 .845 .838 .843 . .836 . 842 835 .840 . .833 . 839 832 43. 0500 ~ .831 .829 . 828 .827 . 825 43. 3000 ~ .824 .822 . 821 .820 . 816 43. 5500 ~ .617 .816 . 814 .813 . 812 43. 8000 ~ .810 .809 . 808 .806 . 805 44. 0500 ~ .803 .802 . 801 .800 . 798 44. 3000 ~ .797 .796 . 794 .793 . 792 44. 5500 ~ .790 .789 . 788 .786 . 785 + 44. 6000 ~ .784 .782 . 781 .760 . 779 ~ 45. 0500 ~ .777 .776 . 775 .773 . 772 45. 3000 ~ .771 .770 . 768 .767 . 766 45. 5500 .764 .763 . 762 .761 . 759 45. 8000 ~ .758 .757 . 756 .754 . 753 46. 0500 ~ .752 .751 . 749 .746 . 747 46. 3000 ~ .746 .744 . 743 .742 . 741 46. 5500 ~ .790 .738 . 737 .736 . 735 46. 8000 ~ .733 .732 . 731 .730 . 729 97. 0500 ~ .727 .726 . 725 .724 . 723 47. 3000 ~ .721 .720 . 719 .718 . 717 47. 5500 ~ .715 .714 . 713 .712 . 711 47. 8000 ~ .709 .708 . 707 .706 . 705 ' 48. 0500 ~ .704 .702 . 701 .700 . 699 48. 3000 ~ .698 .697 . 696 .694 . 693 48. 5500 ~ .692 .691 . 690 .689 . 687 48. 8000 ~ .686 .685 . 684 .683 . 682 49. 0500 ~ .681 .680 . 678 .677 . 676 49. 3000 ~ .675 .674 - 673 .672 . 671 49. 5500 ~ .669 .668 . 667 .666 . 665 49. 8000 ~ -664 .663 . 662 .661 . 660 50. 0500 ( .658 -657 . 656 .655 . 654 50. 3000 ~ .653 .652 . 651 .650 . 649 50. 5500 ~ .648 .647 . 645 .644 . 643 50. 8000 ~ .642 .641 . 640 .639 . 638 51. 0500 ~ -637 .636 . 635 .634 . 633 51. 3000 ~ -632 .631 . 630 .629 . 627 51. 5500 ~ .627 .625 - 624 .623 . 622 51. 8000 ~ .621 .620 . 619 .618 . 617 52. 0500 ~ .616 .615 . 614 .613 . 612 52. 3000 ~ .611 .610 . 609 .606 . 607 ~~ S/N: 321DOSA070C9 Paul I. Cripe, Inc. Pond Pack Ver. 8.0058 Compute Time: 11: 03:SS Date: 03/DD/YYYY Type.... Time vs. Volume Page 6.05 Name.... POND OUT Tag: Dev 2 Event: 2 yr File.... O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW ' Storm... TypeII 24hr Tag: Dev 2 TIME vs. VOLUME (ac-f t) .' t Time ~ Output Time increment = .0500 hrs hrs ~ Time on left represents time for first value in each row. 52 .5500 ~ .606 605 .604 .603 .602 52 .8000 ~ .601 .600 .599 .598 .597 53 .0500 ~ .596 .595 .594 .593 .592 53 .3000 ~ .591 .590 .589 .588 .587 53 .5500 ~ .586 .585 .584 .583 .582 53 .8000 I .582 .580 .580 .579 .576 54 .0500 ~ .577 .576 .575 .574 .573 54 .3000 .572 .571 .570 .569 .568 54 .5500 ~ .567 .566 .565 .564 .563 54 .8000 ~ .563 .562 .561 .560 .559 55 .0500 ~ .558 .557 .556 .555 .554 55 .3000 ~ .553 .552 .551 .551 .550 55 .5500 ~ .549 .548 .547 .546 .545 55 .8000 ~ .544 .543 .542 .542 .541 56 .0500 ~ .540 .539 .538 .537 .536 56 .3000 ~ .535 .534 .533 .533 .532 56 .5500 ~ .531 .530 .529 .526 .527 56 .8000 ~ .527 .526 .525 .524 .523 57 .0500 ~ .522 .521 .520 .520 .519 57 .3000 ~ .518 .517 .516 .515 .514 57 .5500 .514 .513 .512 .511 .510 57 .8000 ~ .509 .509 .508 .507 .506 58 .0500 ~ .505 .504 .503 .503 .502 58 .3000 ~ .501 .500 . 999 .498 .498 58 .5500 ~ .497 .496 . 495 .494 .494 56 .8000 ~ .493 .492 .491 .490 .490 59 .0500 ~ .489 .488 .487 .486 .486 59 .3000 ~ .485 .484 . 483 .482 .482 59 .5500 ~ .481 .480 . 479 .478 .478 59 .8000 .477 .476 . 475 .474 .474 60 .0500 .473 .472 . 471 .470 .470 60 .3000 ~ .469 .468 . 467 .467 .466 60 .5500 ~ .965 .464 . 463 .463 .462 60 .8000 ~ .461 .460 . 460 .459 .458 61 .0500 .457 .457 . 456 .455 .459 61 .3000 ~ .954 .953 . 452 .451 .451 61 .5500 .950 .449 . 448 .448 .447 61 .8000 .446 .445 . 445 .444 .443 62 .0500 ~ .443 .442 . 441 .440 .440 62 .3000 ~ .439 .438 . 437 .437 .436 62 .5500 ~ .435 .435 . 434 .433 .432 62 .8000 ~ .432 .431 . 430 .430 .429 63 .0500 ~ .426 .427 . 427 .426 .425 63 .3000 ~ .425 .424 . 423 .423 .422 63 .5500 ~ .421 .420 . 420 .419 .418 63 .8000 ~ .416 .417 , 416 .416 .415 S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:SS Date: 03/DD/YYYY LJ 1 t t 1 Type .... Time vs. Volume Page 6.06 Name .... POND OUT Tag: Dev 2 Event: 2 yr File .... 0:\2002\020350\20200\calcs\drai nage\PROPOSED. PPW Stor m... TypeII 24hr Tag: Dev 2 TIME vs. VOLUME (ac-f t) Time ~ Output Time increment = . 0500 hrs hrs Time on left ------- ------------ re resents time for first P value in each row. 64 .0500 ~ .414 --------- - .414 ------------ .413 -------'---- .412 . ----- 411 64 .3000 ~ .411 .410 .409 .409 . 408 64 .5500 ~ .407 .407 .406 .405 . 405 64 .8000 ~ .404 .403 .403 .402 . 401 65 .0500 ~ .401 .400 .399 .399 . 398 65 .3000 ~ .397 .397 .396 .395 . 395 65 .5500 ~ .394 .393 .393 .392 . 392 65 .8000 ~ .391 .390 .390 .389 . 388 66 .0500 ~ .388 .387 .366 .386 . 385 66 .3000 ~ .385 .384 .383 .383 . 382 66 .5500 ~ .381 .381 .380 .379 . 379 66 .8000 .378 .378 .377 .376 . 376 67. 0500 .375 .375 .374 .373 . 373 67 .3000 ~ .372 .371 .371 .370 . 370 67 .5500 ~ .369 .368 .368 .367 . 367 67 .8000 ~ .366 .365 .365 .364 . 364 68 .0500 ~ .363 .362 .362 .361 . 361 68. 3000 ~ .360 .359 .359 .358 . 358 66. 5500 ~ .357 .356 .356 .355 . 355 66. 8000 ~ .354 .354 .353 .352 . 352 69. 0500 ~ .351 .351 .350 .349 . 349 69 .3000 ~ .348 .348 .347 .346 . 346 69 .5500 ~ .345 .345 .344 .344 . 343 69 .8000 ~ .343 .342 .341 .341 . 390 70. 0500 ~ .340 .339 .339 .336 . 338 70. 3000 ~ .337 .336 .336 .335 . 335 70. 5500 ~ .334 .334 .333 .333 . 332 70. 8000 ~ .331 .331 .330 .330 . 329 71. 0500 ~ .329 .328 .328 .327 . 327 71. 3000 ~ .326 .325 .325 .324 . 324 71. 5500 ~ .323 .323 .322 .322 . 321 71. 8000 ~ .321 .320 .320 .319 . 319 72. 0500 ~ .318 .317 .317 .316 . 316 72. 3000 ~ .315 .315 .314 .314 . 313 72. 5500 ~ .313 .312 .312 .311 . 311 72. 8000 ~ .310 .310 .309 .309 . 308 73. 0500 ~ .308 .307 .307 .306 . 306 73. 3000 ~ .305 .305 .304 .304 . 303 73. 5500 ~ .303 .302 .302 .301 . 301 73. 8000 ~ .300 .300 .299 .299 . 298 74. 0500 ~ .298 .297 .297 .296 . 296 74. 3000 .295 .295 .294 .294 . 293 74. 5500 ~ .293 .292 .292 .291 . 291 74. 8000 ~ .290 .290 .289 .289 . 289 75. 0500 ~ .288 .288 .287 .287 . 286 75. 3000 ~ .286 .285 .285 .284 . 284 S/N: 321DOSA070C9 Paul I. Cripe, Inc. POndPack Ver. 8.0058 Compute Time: 11:03:SS Date: 03/DD/YYYY 1 1 1 Type .... T ime vs. Volume Page 6.07 Name .... P OND OUT Tag: Dev 2 Event: 2 yr File .... O :\2002\020350\20200\calcs\dr ainage\PROPOSED. PPW Stor m... T ypeII 24hr Tag: Dev 2 TIME vs. VOLUME (ac-ft) Time ~ Output Ti me increment = . 0500 hrs h rs Ti me on left re resents p time for first value in each row. --- 75 ---- .5500 ~ ----- ~ --------- .283 -- ----- .263 -------------- .282 ------------ .282 ------ .261 75. 8000 ~ .281 .281 .280 .280 .279 76. 0500 .279 .278 .278 .277 .277 76. 3000 ~ .276 .276 .275 .275 .275 76. 5500 ~ .274 .274 .273 .273 .272 76. 8000 ~ .272 .271 .271 .271 .270 77. 0500 ~ .270 .269 .269 _268 .268 77. 3000 .267 .267 .267 .266 .266 77. 5500 ~ .265 .265 .264 .264 .264 77. 8000 ~ .263 .263 .262 .262 .261 78. 0500 ~ .261 .260 .260 .260 . 259 78. 3000 ~ .259 .256 .258 .257 . 257 78. 5500 ~ .257 .256 .256 .255 . 255 76. 8000 ~ .255 .254 .254 .253 . 253 79. 0500 ~ .252 .252 .252 .251 . 251 79. 3000 ~ .250 .250 .250 .249 . 249 79. 5500 ~ .248 .248 .247 .247 . 247 79. 8000 ~ .246 .246 .245 .245 . 245 80. 0500 ~ .244 .244 .244 .243 . 243 80. 3000 ~ .242 .242 .241 .241 . 241 80. 5500 ~ .240 .240 .240 .239 . 239 60. 8000 ~ .236 .238 .238 .237 . 237 81. 0500 ~ .236 .236 .236 .235 . 235 81. 3000 ~ .234 .234 .234 .233 . 233 81. 5500 ~ .232 .232 .232 .231 . 231 81. 8000 ~ .231 .230 .230 .229 . 229 62. 0500 I .229 .228 .228 .228 . 227 82. 3000 ~ .227 .226 .226 .226 . 225 82. 5500 ~ .225 .225 .224 .224 . 223 82. 8000 ~ .223 .223 .222 .222 . 222 83. 0500 ~ .221 .221 .221 .220 . 220 83. 3000 ~ .219 .219 .219 .218 . 218 83. 5500 ~ .218 .217 .217 .217 . 216 83. 8000 ~ .216 .216 .215 .215 . 214 84. 0500 ~ .214 .214 .213 .213 . 213 84. 3000 ~ .212 .212 .212 .211 . 211 84. 5500 ~ .211 .210 .210 .210 . 209 84. 8000 ~ .209 .208 .208 .208 . 207 85. 0500 ~ .207 .207 .206 .206 . 206 85. 3000 ~ .205 .205 .205 .204 . 204 85. 5500 ~ .204 .203 .203 .203 . 202 85. 8000 ~ .202 .202 .201 .201 . 201 86. 0500 ~ .200 .200 .200 .199 . 199 86. 3000 ~ .199 .198 .198 .196 . 197 86. 5500 ~ .197 .197 .196 .196 . 196 86. 8000 ~ .195 .195 .195 .195 . 194 S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:SS Date: 03/OD/YYYY Type .... T ime vs. Volume Page 6.08 Name .... P OND OUT Tag: Dev 2 Event: 2 yr File .... O :\2002\020350\20200\calcs\dr ainage\PROPOSED. PPW Stor m... T ypeII 24hr Tag : Dev 2 ' TIME vs VOLUME ( -f t) . ac Time ~ Output Ti me increment = . 0500 hrs ___ hrs ______ i Ti me on left __ _______ represents time for first value in each row. 87 .0500 ~ _ .194 __________ .194 ________________ .193 _____ .193 ______________ .193 87 .3000 ~ .192 .192 .192 .191 .191 87 .5500 ~ .191 .190 .190 .190 .190 87 .8000 ~ .189 .189 .189 .186 .188 88 .0500 .188 .187 .187 .187 .186 88 .3000 ~ .186 .186 .185 .185 .185 88 88 .5500 .8000 ~ ~ .184 .183 .184 .183 .184 .182 .184 .182 .183 .162 89 .0500 ~ .162 .181 .181 .161 .180 89 .3000 .180 .180 .179 .179 .179 69 .5500 ~ .179 .178 .178 .178 .177 ' 89 .8000 ~ .177 .177 .177 .176 .176 90 .0500 ~ .176 .175 .175 .175 .175 90 .3000 ~ .174 .179 .174 .173 .173 90 .5500 ~ .173 .172 .172 .172 .172 90 .8000 .171 .171 .171 .171 .170 ' 91 .0500 ~ .170 .170 .169 .169 .169 91 .3000 ~ .169 .168 .168 .168 .167 91 .5500 ~ .167 .167 .167 .166 .166 91 .8000 ~ .166 .166 .165 .165 .165 92 .0500 ~ .164 .164 .164 .164 .163 92 .3000 ~ .163 .163 .163 .162 .162 92 .5500 ~ .162 .161 .161 .161 .161 92 .8000 ~ .160 .160 .160 .160 .159 ' 93 .0500 ~ .159 .159 .159 .158 .158 93. 3000 ~ .158 .158 .157 .157 .157 93. 5500 ~ .157 .156 .156 .156 .155 ' 93. 94. 6000 ~ 0500 ~ .155 .154 .155 .154 .155 .154 .154 .153 .154 .153 94. 3000 ~ .153 .152 .152 .152 .152 94. 5500 ~ .151 ~. 151 .151 .151 .150 94. 8000 ~ .150 .150 .150 .149 .149 95. 0500 ~ .149 .149 .148 .148 .148 95. 3000 ~ .148 .148 .147 .147 .147 95. 5500 ~ .146 .146 .196 .146 .146 95. 8000 ~ .145 .145 .145 .145 .144 96. 0500 ~ .144 .144 .144 .143 .143 ' 96. 3000 ~ .143 .143 .143 .142 .142 96. 5500 ~ .142 .142 .141 .141 .141 96. 8000 ~ .141 .140 .140 .140 .140 97. 0500 ~ .139 .139 .139 .139 .139 ' 97. 3000 ~ .136 .138 .138 .138 .137 97. 5500 .137 .137 .137 .137 .136 97. 8000 ~ .136 .136 .136 .135 .135 ' 98. 98. 0500 ~ 3000 ~ .135 .134 .135 .139 .135 .133 .134 .133 .134 133 . 5/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:SS Date: 03/DD/YYYY J '$ a. Type.... Time vs. Volume Page 6.09 Name.... POND OUT Tag: Dev 2 Event: 2 yr File.... O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW Storm... TypeII 24hr Tag: Dev 2 ' } TIME vs VOLUME (ac-f t) Time hrs 98.5500 98.8000 99.0500 99.3000 99,5500 99.8000 100.0500 100.3000 100.5500 100.8000 101.0500 101.3000 101.5500 101.8000 102.0500 102.3000 102.5500 102.8000 103.0500 103--.3000- 103.5500 103.8000 104,.0500 104 :3000 104.5500 104.8000 105.0500 105.3000 105.5500 105.8000 106.0500 106.3000 106.5500 106.8000 .. n, 1 Output Time increment = .0500 hrs Time on left - represents time ---- ~~ for first value in each row. .133_-- .133-~ _--- .132---~~~- --132---- -_~-.132-~ .132 .131 .131 .131 .131 .131 .130 .130 .130 .130 .130 .129 .129 .129 .129 .128 .128 .128 .128 .128 .127 .127 .127 .127 .127 .126 .126 .126 .126 .126 .125 .125 .125 .125 .125 x.124 .124 .124 .124 .123 ' .123 .123 .123 .123 .122 .122 `~ .122 .122 .122 .121 ~. 121 .121 .121 .121 .120 ~'. 120 .120 .120 .120 .120 .119 .119 .119 .119 .118 .118 .118 .118 .118 .118 .117~ .117 .117 .117 .117 d .116 .116 .116 .116 .116 .115 .115 .115 .115 .115 .114 .114 .114 .114 .114 .11'4; ~ .113 .113 .113 .113 .153: ~. .112 .112 .112 .112 .112 .111 ~ .111 .111 .111 .111 .111 .110 .110 .110 .110 .110 .109 .109 .109 .1`09- .109 . 109 .108 .108 ~- .108 ~ .108 . 108 ..107 .107 107 ~ .107 .107 .~~017 .106 ~~1106 .106 . 106 .3~06~~ .106 .105 y .105 . 105 .105_" .105 ~: 105 -:.104 . 104 .104 .104 .104 '?.104 ~, . - 103 .103 .103 .103 .103 ~ . 103 .102 .102 .102 .102 . 102 .102 .101 .101 ~`;,". .. ~, (' r- :~ i .r. ~~:4 e plfy -~~~ ~ S/N: 321DOSA070C9 ,. PondPack Ver. 8.0058 b 4 r ; Paul I. Cripe, Inc. Compute Time: 11:03:55 g . ,, qi rt,: r ~ f,:, t., q~.t'~ 4 +i ~' *.. 4 ` t ~ ~,wA S F:sr:a~!~. h'y, Date: 03/DD/~YYYY ' Type. ... Time vs. Volume Page 6.10 Name. ... POND OUT Tag : Dev 10 Event: 10 yr -File. ... O:\2002\020350\20200\calcs\drai nage\PROPOSED. PPW Storm ... TypeII 24h r Tag: Dev 10 ' VO TIME v LUM E (ac-£t) s. T ime ~ Output Time increment = . 0500 hrs ' h rs ~ Ti me on left represents t ime for first value in each row. 5. 3000 ~ . 000 .000 .000 000 000 5. 5500 ~ . 000 .000 .000 .000 .000 5. 8000 ~ . 001 .001 .001 .001 .001 ' 6. 0500 . 001 .001 .002 .002 .002 6. 3000 ~ . 002 .003 .003 .003 .003 6. 5500 ~ . 004 .004 .004 .005 .006 6. 8000 ~ . 006 .007 .007 .008 .009 ' 7. 0500 . 009 .010 .011 .012 -013 7. 3000 ~ . 014 .015 .016 .017 .018 7. 5500 ~ . 019 .021 .022 .023 .025 7. 8000 ~ . 026 .027 .029 .030 .032 ' 8. 0500 ~ . 034 .035 .037 .039 .041 8. 3000 ~ . 043 .045 .047 .049 .051 8. 5500 ~ .054 .056 .059 .062 .064 8. 8000 ~ . 067 .070 .074 .077 .080 ' 9. 0500 ~ . 084 .087 .091 .095 .098 9. 3000 ~ . 102 .106 .111 .115 .119 9. 5500 ~ . 123 .127 .132 .136 .141 9. 8000 ~ . 146 .151 .156 .162 .167 10. 0500 ~ . 173 .179 .166 .192 .199 ' 10. 3000 ~ . 206 .213 -221 .229 .237 10. 5500 ~ .246 -255 .264 .279 .285 10. 8000 ~ .295 .307 .319 .331 .344 11. 0500 ~ .358 .372 .387 .404 .421 ' 11. 3000 ~ . 440 .460 .481 .504 .528 11. 5500 ~ - 555 .589 .636 .702 .797 11. 8000 ~ . 928 i~ 7 .108 1 .352 L b71 2 .031 12. 0500 ~ 2. 380 ~,~, 2. 668 2 .878 3 .022 3 .124 12. 3000 ~ 3. 202 3 .264 3 .315 3 .358 3 .395 12. 5500 ~ 3 .425 3 .451 3 .473 3 .493 3 .511 12. 8000 3 .527 3 .541 3 .555 3 .567 3 .579 13. 0500 ~ 3 .589 3 .599 3 .607 3 .615 3 .622 13. 3000 ~ 3 .629 3 .635 3 .640 3 .645 3 .649 13. 5500 ~ 3 .653 3 .656 3 .659 3 .661 3 .663 13. 8000 ~ 3. 664 3 .665 3 .666 3 .666 3 .666 14. 0500 ~ 3. 665 3 .664 3 .663 3 .662 3 .660 14. 3000 ~ 3 .658 3 .657 3 .655 3 .652 3 .650 14. 5500 3 .648 3 .645 3 .643 3 .640 3 .637 14. 8000 ~ 3 .634 3 .631 3 .628 3 .624 3 .621 15. 0500 ~ 3 .617 3 .613 3 .610 3 .606 3 .602 15. 3000 ~ 3 .597 3 .593 3 .589 3 .584 3 .560 ' 15. 5500 ~ 3. 575 3 .570 3 .565 3 .560 3 .555 15. 8000 ~ 3. 549 3~ . 544 3 .538 3 .533 3 .527 16. 0500 ~ 3. 521 3 .515 3 .509 3 .503 3 .497 16. 3000 ' 3 .491 3, :485 3 .478 3 .472 3 .466 S/N: 321DOSA070C9 Paul I. Cz ipe, inc. Pond Pa ck Ver- 8.0058 CompuCe Time: 11:03:SS Date: 03/DD/YYYY ' Type.... Time vs. Volume Page 6.11 Name.... POND OUT Tag: Dev 10 Event: 10 yr File....~O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW ' Storm... TypeII 24hr Tag: Dev 10 TIME vs. VOLUME (ac-f t) Time ~ Output Time increment = .0500 hrs hrs ~ Time on left represents ti me for First value in each row_ 16 .5500 3 960 3. 453 3. 447 3. 441 3. 434 16 .8000 ~ 3 .428 3. 421 3. 415 3. 409 3. 402 17 .0500 ~ 3 .396 3. 389 3. 383 3. 376 3. 369 17 .3000 ~ 3 .363 3. 356 3. 349 3. 342 3. 335 17 .5500 ~ 3 .329 3. 322 3. 315 3. 308 3. 302 17 .8000 ~ 3 .295 3. 288 3. 281 3. 274 3. 268 18 .0500 ~ 3 .261 3. 254 3. 247 3. 290 3. 233 18 .3000 ~ 3 .226 3. 220 3. 213 3. 206 3. 199 18 .5500 ~ 3 .192 3. 185 3. 178 3. 171 3. 164 18 .8000 ~ 3 .157 3. 150 3. 144 3. 137 3. 130 19 .0500 ~ 3 .123 3. 116 3 .109 3. 102 3. 095 19 .3000 ~ 3 .088 3. 081 3 .074 3. 067 3. 060 19 .5500 ~ 3 .053 3. 046 3 .039 3. 032 3. 025 19 .8000 ~ 3 .017 3. 010 3 .003 2. 996 2. 989 20 .0500 2 .982 2. 975 2 .968 2. 961 2. 959 20 .3000 ~ 2 .997 2. 940 2 .933 2. 926 2. 919 20 .5500 ~ 2 .912 2. 905 2 .899 2 .892 2. 885 20 .8000 ~ 2 .878 2. 872 2 .865 2 .859 2. 852 21 .0500 ~ 2 .846 2. 839 2 .833 2 .826 2. 820 21 .3000 ~ 2 .813 2. 807 2 .801 2 .795 2. 788 21 .5500 ( 2 .782 2. 776 2 .770 2 .763 2. 757 21 .8000 ~ 2 .751 2 .745 2 .739 2 .733 2 .727 22 .0500 ~ ~ 2 .721 2 .715 2 .710 2 .704 2. 698 22 .3000 ~ 2 .692 2 .686 2 .681 2 .675 2 .669 22 .5500 ~ 2 .664 2 .658 2 .652 2 .647 2. 691 22 .8000 ~ 2 .636 2 .630 2 .624 2 .619 2. 614 23 .0500 ~ 2 .608 2 .603 2 .597 2 .592 2. 587 23 .3000 ~ 2 .581 2 .576 2 .571 2 .566 2. 560 23 .5500 ~ 2 .555 2 .550 2 .545 2 .540 2. 535 23 .8000 2 .530 2 .524 2 .519 2 .514 2. 509 24 .0500 ~ 2 .504 2 .498 2 .491 2 .483 2. 475 24 .3000 ~ 2 .466 2 .457 2 .448 2 .439 2. 930 24 .5500 ~ 2 .421 2 .412 2 .403 2 .395 2 .386 24 .8000 ~ 2 .377 2 .369 2 .360 2 .351 2 .393 25 .0500 ~ 2 .335 2 .326 2 .318 2 .310 2. 302 25 .3000 ~ 2 .293 2 .285 2 .277 2 .269 2. 261 25 .5500 ~ 2 .254 2 .246 2 .238 2 .230 2 .222 25 .6000 ~ 2 .215 2 .207 2 .199 2 .191 2 .184 26 .0500 ~ 2 .176 2 .168 2 .161 2 .153 2 .146 26 .3000 ~ 2 .138 2 .131 2 .123 2 .116 2. 109 26 .5500 ~ 2 .102 2 .094 2 .087 2 .080 2. 073 26 .8000 ~ 2 .066 2 .059 2 .052 2 .045 2. 038 27 .0500 ~ 2 .031 2 .024 2 .018 2 .011 2 .004 27 .3000 ~ 1 .997 1 .991 1 .984 1 .978 1 .971 27 .5500 ~ 1 .965 1 .958 1 .952 1 .945 1 .939 27 .8000 ~ 1 .933 1 .926 1 .920 1 .914 1. 908 S/N: 321DOSA070C9 Paul I. Cripe, Inc. Pond Pack Ver. 8.0058 Compute Time: 11:03:SS Date: 03/DD/YYYY ' Type.... Time vs. Volume Page 6.12 Name.... POND OUT Tag: Dev 10 Event: 10 yr File.... O:\2002\020350\20200\calcs\drainag e\PROPOSED.PPW ' Storm... TypeII 24hr Tag: Dev 10 TIME vs. VOLUME (ac-ft) 1 Time ~ Output Time increment = .0500 hrs hrs Time on left re resents ti P me for first value in each row. 28. 0500 ~ 1 .902 1. 695 1. 889 1 .883 1. 877 28. 3000 ~ 1 .871 1. 865 1. 859 1 .853 1. 848 28. 5500 ~ 1 .842 1. 836 1. 630 1. 825 1. 819 28. 8000 ~ 1 .813 1. 808 1. 802 1. 796 1. 791 29. 0500 ~ 1 .785 1 .780 1. 774 1 .769 1 .764 29. 3000 1 .758 1. 753 1. 747 1 .742 1. 737 29. 5500 1 .732 1. 727 1. 721 1 .716 1. 711 29. 8000 ~ 1 .706 1. 701 1. 696 1 .691 1. 686 30. 0500 ~ 1 .661 1. 676 1. 671 1. 666 1. 662 30. 3000 ~ 1 .657 1. 652 1. 647 1. 642 1. 638 30. 5500 ~ 1 .633 1. 628 1. 624 1. 619 1. 615 30. 8000 ~ 1 .610 1 .606 1. 601 1 .597 1. 592 31. 0500 ~ 1 .588 1 .583 1. 579 1 .575 1. 570 31. 3000 ~ 1 .566 1 .562 1. 557 1 .553 1. 549 31. 5500 ~ 1 .545 1. 540 1. 536 1 .532 1. 528 31. 8000 ~ 1 .524 1. 520 1. 516 1. 512 1. 508 32. 0500 ~ 1 .504 1. 500 1. 496 1. 492 1. 468 32. 3000 ~ 1 .464 1. 480 1. 477 1. 473 1. 469 32. 5500 ~ 1 .465 1 .461 1. 456 1 .454 1. 450 32. 8000 ~ 1 .447 1 .443 1. 439 1 .436 1. 432 33. 0500 ~ 1 .429 1 .425 1. 421 1 .418 1. 414 33. 3000 ~ 1 .411 1. 407 1. 404 1 .401 1. 397 33. 5500 ~ 1 .394 1. 391 1. 387 1 .364 1. 361 33. 8000 1 .377 1. 374 1. 371 1. 367 1. 364 34. 0500 ~ 1 .361 1. 358 1. 355 1. 351 1. 348 34. 3000 ~ 1 .345 1 .342 1. 339 1 .336 1 .333 34. 5500 ( 1 .330 1 .327 1. 324 1 .321 1. 318 34. 8000 ~ 1 .315 1 .312 1. 309 1 .306 1. 303 35. 0500 ~ 1 .300 1. 298 1. 295 1. 292 1. 269 35. 3000 ~ 1 .286 1. 263 1. 281 1. 278 1. 275 35. 5500 ~ 1 .272 1. 270 1. 267 1. 264 1. 262 35. 8000 ~ 1 .259 1. 256 1. 254 1. 251 1. 248 36. 0500 ~ 1 .246 1 .243 1. 241 1 .238 1. 236 36. 3000 ~ 1 .233 1 .231 1. 228 1 .226 1. 223 36. 5500 ~ 1 .221 1 .218 1. 216 1 .213 1. 211 36. 8000 ~ 1 .209 1. 206 1. 204 1. 202 1. 199 37. 0500 1 .197 1. 195 1. 192 1. 190 1. 188 37. 3000 ~ 1 .186 1. 183 1. 181 1. 179 1. 177 37. 5500 ~ 1 .174 1. 172 1. 170 1. 168 1. 166 37. 8000 ~ 1 .164 1 .161 1. 159 1 .157 1. 155 38. 0500 ~ 1 .153 1. 151 1. 149 1. 147 1. 145 38. 3000 ~ 1 .143 1. 141 1. 139 1. 137 1. 135 38. 5500 ~ 1 .133 1. 131 1. 129 1. 127 1. 125 38. 8000 ~ 1 .123 1. 121 1. 119 1. 117 1. 115 39. 0500 ~ 1 .114 1. 112 1. 110 1. 108 1. 106 39. 3000 ~ 1 .104 1. 103 1. 101 1. 099 1. 097 S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPaCk Ver. 8.0058 Compute Time: 11:03:55 Date: 03/DD/YYYY Type.... Time vs. Volume Page 6.13 Name.... POND OUT Tag: Dev 10 Event: 10 yr File.... O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW Storm... TypeII 24hr Tag: Dev 10 TIME vs. VOLUME (ac-f t) 1 L~ i~ Time ~ Output Time increment = . 0500 hrs hrs i Time on left represents ti me for first value in each row. 39. 5500 ~ 1 .095 1. 093 1. 092 1.090 1. 088 39. 8000 ~ 1 .086 1. 084 1. 063 1.081 1. 079 40. 0500 1 .077 1. 075 1. 074 1.072 1. 070 40. 3000 1 .068 1. 066 1. 065 1.063 1. 061 40. 5500 ~ 1 .059 1. 058 1. 056 1.054 1. 052 40. 8000 ~ 1 .051 1. 049 1. 047 1.045 1. 044 41. 0500 ~ 1 .042 1. 040 1. 038 1.037 1. 035 41. 3000 ~ 1 .033 1. 031 1. 030 1.028 1. 026 41. 5500 ~ 1 .025 1. 023 1. 021 1.020 1. 018 41. 8000 ~ 1 .016 1. 014 1. 013 1.011 1. 009 42. 0500 ~ 1 .006 1. 006 1. 004 1.003 1. 001 42. 3000 ~ .999 . 998 . 996 .994 . 993 42. 5500 ~ .991 . 969 . 988 .986 . 965 42. 8000 ~ -983 . 981 . 980 .978 . 976 43. 0500 ~ .975 . 973 . 972 .970 . 966 43. 3000 .967 . 965 . 963 .962 . 960 43. 5500 ~ .959 . 957 . 955 .954 .952 43 .8000 ~ .951 . 949 . 948 .946 .944 44 .0500 ~ .943 . 941 . 940 .938 .937 44 .3000 ~ .935 . 933 . 932 .930 .929 44 .5500 .927 . 926 . 924 .923 .921 44. 8000 ~ .920 . 918 . 917 .915 .913 45. 0500 .912 . 910 . 909 .907 .906 45. 3000 ~ .904 - 903 . 901 .900 . 898 45. 5500 ~ .897 . 695 . 894 ~ .892 .891 45 .8000 ~ .890 . 688 . 887 .885 .884 46 .0500 .882 . 661 . 879 .878 .876 46 .3000 ~ .875 . 873 . 872 .870 .869 46 .5500 ~ .868 . 866 . 665 .863 .662 46 .8000 .660 . 859 . 856 .856 .855 47 .0500 ( .853 . 852 . 850 .849 .848 47 .3000 ~ .846 . 845 . 843 .842 .841 47 .5500 ~ .839 . 838 . 836 .635 .834 47 .8000 ~ .832 . 831 . 829 .828 .827 48 .0500 .825 . 824 . 823 .821 .820 48 .3000 .819 . 817 . 816 .815 .813 48 .5500 ~ .812 . 810 . 809 .808 .806 48 .8000 ~ .805 . 804 . 802 .801 .800 49 .0500 ~ .798 . 797 . 796 .794 .793 49 .3000 ~ .792 . 790 . 789 .788 .767 49 .5500 ~ .785 . 764 . 783 .781 .780 49 .6000 ~ .779 . 778 . 776 .775 .774 50 .0500 I .772 . 771 .770 .769 .767 50 .3000 ~ .766 . 765 .763 .762 .761 50 .5500 ~ -760 . 758 - 757 .756 .755 50 .8000 ~ .753 . 752 . 751 .750 .748 S/N: 321DOSA070C9 Paul I. Cxipe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03cSS Date: 03(DD/YYYY r 1 C~ lJ 1 l~ 1 Type.... Time vs. Volume Page 6.14 Name.... POND OUT Tag: Dev 10 Event: 10 yr File.... 0:\2002\020350\20200\calcs\drainage\PROPOSED.PPW Storm... TypeII 24hr Tag: Dev 10 TIME vs. VOLUME (ac-f t) Time ~ Output Time increment = .0500 hrs hrs i Time on left represents time for first _ value in _________ each row. __________ ____ 51. _____ 0500 ~ ______ .747 ____________ .746 _____________ .745 .743 .742 51. 3000 ~ .741 .740 .739 .737 .736 51. 5500 ~ .735 .734 .732 .731 .730 51. 8000 ~ .729 .727 .726 .725 .724 52. 0500 ~ .723 .721 .720 .719 .718 52. 3000 ~ .717 .716 .714 .713 .712 52. 5500 ~ .711 .710 .706 .707 .706 52. 8000 f .705 .704 .703 .701 .700 53 .0500 i .699 .698 .697 .696 .694 53 .3000 ~ .693 .692 .691 .690 .689 53 .5500 ~ .688 .667 .685 .684 .683 53 .8000 ~ .682 .681 .680 .679 .677 54 .0500 ~ .676 .675 .674 .673 .672 54 .3000 ~ .671 .670 .669 .667 .666 54 .5500 ~ .665 .664 .663 .662 .661 54 .8000 ~ .660 .659 .658 .656 .655 55 .0500 .654 .653 .652 .651 .650 55 .3000 ~ .649 .648 .647 .646 .645 55 .5500 ~ .643 .642 .641 .640 .639 55 .8000 ~ .638 .637 .636 .635 .634 56 .0500 ~ .633 .632 .631 .630 .629 56 .3000 ~ .628 .627 .626 .625 .624 56 .5500 ~ .623 .621 .620 .619 .616 56 .6000 .617 .616 .615 .614 .613 57 .0500 ~ .612 -611 .610 .609 .608 57 .3000 ~ .607 .606 .605 .604 .603 57 .5500 .602 .601 .600 .599 .598 57 .8000 ~ .597 .596 .595 .594 .593 58 .0500 ~ .592 .591 .590 .589 .588 58 .3000 .587 .586 .586 .564 .584 58 .5500 ~ .583 .582 .581 .580 .579 56 .8000 ~ .578 .577 .576 .575 .574 59 .0500 ~ .573 .572 .571 .570 .569 59 .3000 ~ .568 .567 .566 .565 .565 59 .5500 ~ .564 .563 .562 .561 .560 59 .8000 ~ .559 .558 .557 .556 .555 60 .0500 ~ .554 .553 .552 .552 .551 60 .3000 ~ .550 .549 .546 .547 .546 60 .5500 ~ .545 .544 .543 .543 .542 60 .8000 .541 .540 .539 .538 .537 61 .0500 ~ .536 .535 .535 .534 .533 61 .3000 ~ .532 .531 .530 .529 .528 61 .5500 .527 .527 .526 .525 .524 61 .8000 .523 .522 .521 .521 .520 62 .0500 .519 .518 .517 .516 .515 62 .3000 ~ .515 .514 .513 .512 .511 S/N: 321DOSA070C9 PondPack Ver. 8.0058 Paul I. Cripe, Inc. Compute Time: 11:03:SS Date: 03/DD/YYYY Type .... T ime vs . volume Page 6.15 Name .... P OND OUT Tag: Dev 10 Event: 10 yr File .... 0 :\2002\020350\20200\calcs\drainage\PROPOSED. PPW Stor m... T ypeII 24hr Tag: Dev 10 ' TIME vs VOLUME (ac-ft) . Time ~ Output Time inc rement = . 0500 hrs ' hrs Ti I me on left re resents time p for first value in each row. --- 62 ------I .5500 ~ ------ --- - ------ .510 ---------------- .509 . ----- - 509 ----- .508 -------------- .507 62 .8000 ~ .506 .505 . 504 .504 .503 63 .0500 ~ .502 .501 . 500 .499 .499 ' 63. 3000 ~ .498 .447 . 496 .495 .494 63 .5500 I .494 .493. . 492 .491 .490 63 .8000 ~ .490 .489 . 486 .467 .486 64 .0500 ~ .486 .465 . 484 .463 .482 64 .3000 ~ .482 .481 . 480 .479 .478 64 .5500 .478 .477 . 476 .475 .474 69 .8000 ~ .474 .473 . 472 .471 .471 65 65 .0500 .3000 ~ .470 .466 .469 . .465 . 468 464 .467 .464 .967 .463 65 .5500 .462 .461 . 461 .460 .459 65 .8000 ~ .458 .457 . 457 .456 .455 66 .0500 ~ .455 .454 . 453 .452 .451 66 .3000 .451 -450 . 449 .449 .448 66 .5500 I .447 .446 . 446 .445 .444 66 .8000 ~ .443 .443 . 442 .441 .440 67 .0500 ~ .440 .439 . 438 .438 .437 67 .3000 .436 .435 . 435 .434 .433 67 .5500 ~ .433 .432 . 431 .430 .430 67 .8000 ~ .429 .428 . 426 .427 .426 68. 0500 ~ .425 .425 . 424 .923 .423 68 .3000 ~ .422 .421 . 421 .420 .419 68 .5500 ~ .418 -418 . 417 .416 .416 68. 8000 ~ .415 .414 . 414 .413 .412 69. 0500 ~ .412 .411 . 410 .410 .409 69. 3000 .408 .407 . 407 .406 .405 69. 5500 .405 .404 . 403 .403 .402 69. 8000 ~ .401 .401 . 900 .399 .399 70. 0500 I .396 .398 . 397 .396 .396 70. 3000 I .395 .394 . 394 .393 .392 ' 70. 5500 ~ .392 .391 . 390 .390 .389 70. 6000 ~ .388 .388 . 387 .387 .386 71. 0500 ~ .385 .385 . 384 .383 .383 71. 3000 ~ .382 .381 . 361 .380 .380 71. 5500 ~ .379 .378 . 378 .377 .376 71. 8000 ~ .376 .375 . 375 .374 .373 72. 0500 .373 .372 . 372 .371 .370 72. 3000 I .370 .369 . 368 .368 .367 72. 5500 I .367 .366 . 365 .365 .364 72. 6000 ~ .364 .363 . 362 .362 .361 73. 0500 ~ .361 .360 . 359 .359 .358 73. 3000 ~ .358 .357 . 356 .356 .355 73. 5500 ~ .355 .354 . 354 .353 .352 73. 8000 ~ .352 .351 . 351 .350 .350 lJ S/N: 321DOSA070C9 Paul I. Gripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:55 Date: 03/DD/YYYY 1 ~~ Type .... Ti me vs . Volume Page 6.16 Name .... PO ND OUT Tag: Dev 10 Event: 10 yr File .... O: \2002\020350\20200\calcs\drainage\PROPOSED .PPW Stor m... Ty peII 24hr Tag: Dev 10 TIME vs. VOLUME (ac-f t) Time ~ Output Time increment = .0500 hrs hrs ~ Time on left represents time for first value in each row. 74 .0500 ~ .349 .348 .348 .347 .347 74 .3000 ~ .346 .345 .345 .344 .344 74 .5500 .343 .343 .342 .342 .341 74 .8000 ~ .340 .340 .339 .339 .338 75 .0500 .338 .337 .337 .336 .335 75 .3000 .335 .334 .334 .333 .333 75 .5500 ~ .332 .331 .331 .330 .330 75 .8000 ~ .329 .329 .328 .328 .327 76 .0500 ~ .327 .326 .326 .325 .324 76 .3000 ~ .324 .323 .323 .322 .322 76 .5500 ~ .321 .321 .320 .320 .319 76 .8000 ~ .319 .318 .318 .317 .317 77 .0500 ~ .316 ~ .315 .315 .314 .314 77 .3000 ~ .313 .313 .312 .312 .311 77 .5500 ~ .311 .310 .310 .309 .309 77 .6000 ~ .308 .308 .307 .307 .306 76 .0500 ~ .306 .305 .305 .304 .304 78 .3000 ~ .303 .303 .302 .302 .301 78 .5500 .301 .300 .300 .299 .299 78 .8000 .298 .298 .297 .297 .296 79 .0500 ~ .296 .295 .295 .294 .294 79 .3000 .293 .293 .292 .292 .291 79 .5500 .291 .291 .290 .290 .289 79 .6000 ~ .289 ..286 .286 .287 .267 80 .0500 ~ .266 .286 .285 .285 .284 60 .3000 .284 .283 .283 .282 .282 60 .5500 ~ .281 .281 .281 .280 .280 80 .8000 ~ .279 .279 .278 .278 .277 81 .0500 ~ .277 .276 .276 .275 .275 81 .3000 ~ .275 .274 .274 .273 .273 81 .5500 ~ .272 .272 .272 .271 .271 81 .8000 ~ .270 .270 .269 .269 .268 82 .0500 ~ .268 .268 .267 .267 .266 82 .3000 ~ .266 .265 .265 .264 .264 82 .5500 ~ .264 .263 . 263 .262 .262 82 .8000 ~ .261 .261 . 260 .260 .260 83 .0500 ~ .259 .259 . 258 .256 .258 83 .3000 ~ .257 .257 . 256 .256 .255 83 .5500 ~ .255 .255 . 254 .254 .253 83 .8000 ~ .253 .253 . 252 .252 .251 64 .0500 ~ .251 .250 . 250 .250 .249 84 .3000 ~ .249 .248 . 248 .247 .247 84 .5500 ~ .247 .246 . 246 .245 .245 84 .8000 ~ .245 .244 . 244 .294 .243 85 .0500 ~ .243 .242 . 242 .242 .241 85 .3000 ~ .241 .240 . 240 .240 .239 ' S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 CompuCe Time: 11:03:SS Date: 03/DD/YYYY ' Type.... Time vs. Volume Page 6.17 Name.... POND OUT Tag: Dev 10 Event: 10 yr File.... O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW Storm... TypeII 24hr Tag: Dev 10 TIME vs. VOLUME (ac-f t) r ~~ 1 Time ~ Output Time increment = .0500 hrs hrs Time on left re resents time for first P value in each row. 85 .5500 .239 .238 .238 .238 .237 85 .8000 ~ .237 .236 .236 .236 .235 86 .0500 ~ .235 .234 .234 .234 .233 86 .3000 ~ .233 .232 .232 .232 .231 86 .5500 ~ .231 .231 .230 .230 .229 86 .8000 ~ .229 .229 .228 .226 .228 87 .0500 ~ .227 .227 .227 .226 .226 87 .3000 ~ .225 .225 .225 .224 .224 87 .5500 ( .223 .223 .223 .222 .222 87 .8000 ~ .222 .221 .221 .221 .220 88 .0500 ~ .220 .219 .219 .219 .218 88 .3000 ~ -218 .218 .217 .217 .217 88 .5500 ~ .216 .216 .216 .215 .215 88 .8000 ~ .214 .214 .214 .213 .213 89 .0500 ~ .213 .212 .212 .212 .211 89. 3000 ~ .211 .211 .210 .210 .210 89. 5500 ~ .209 .209 .208 .208 .208 89. 8000 ~ .208 .207 .207 .206 .206 90. 0500 ~ .206 .205 .205 .205 .205 90. 3000 ~ .204 .204 .203 .203 .203 90. 5500 ~ .202 .202 .202 .201 .201 90. 8000 ~ .201 .200 .200 .200 .199 91. 0500 ~ .199 .199 .199 .198 .198 91. 3000 ~ .197 .197 .197 .197 .196 91. 5500 ~ .196 .195 .195 .195 .195 91. 8000 ~ .194 .194 .194 .193 .193 92. 0500 ~ .193 .192 .192 .192 .191 92. 3000 ~ .191 .191 .190 .190 .190 92. 5500 ~ .190 .189 .189 .189 .186 92. 8000 ~ .166 .188 .187 .187 .187 93. 0500 ~ .186 .166 .186 .186 .185 93. 3000 ~ .185 .165 .184 .184 .184 93. 5500 ~ .183 .183 .183 .183 .182 93. 8000 ~ .182 .162 .181 .181 .181 94. 0500 ~ .180 .160 .180 .179 .179 94. 3000 ~ .179 .179 .178 .178 .178 94. 5500 ~ .177 .177 .177 .177 .176 94. 8000 ~ .176 .176 .175 .175 .175 95. 0500 ~ .175 .174 .174 .174 .173 95. 3000 ~ .173 .173 .173 . 172 .172 95. 5500 ~ .172 .171 .171 .171 .171 95. 8000 .170 .170 .170 .169 .169 96. 0500 ~ .169 .169 .168 .166 .168 96. 3000 ~ .168 .167 .167 .167 .166 96. 5500 ~ .166 .166 .166 .165 .165 96. 8000 ~ .165 .164 .164 .164 .164 5/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack VeI. 8.0058 Compute Time: 11:03:55 Date: 03/DD/YYYY Type .... Time vs. Volume Page 6.16 Name .... POND OUT Tag: Dev 10 Event: 10 yr File .... O:\2002\020350\20200\calcs\drainage\PROPOSED. PPW Stor m... TypeII 24hr Tag: Dev 10 TIME VOLUME -ft) (a vs. c Time Output Time inc rement = . 0500 hrs hrs Ti I me on left re resents time p for first value in each row. 97 .0500 I------ ----------- .163 --------------- .163 . -- ------- 163 ------------- .163 ------ .162 97 .3000 .162 .162 . 162 .161 .161 97 .5500 .161 .161 . 160 .160 .160 97 .8000 .159 .159 . 159 .159 .158 98 .0500 .158 .158 . 158 .157 .157 98 .3000 .157 .157 . 156 .156 .156 98 .5500 .155 .155 . 155 .155 .155 98 .8000 .154 .154 . 154 .154 .153 99 .0500 .153 .153 . 152 .152 .152 99 .3000 ~ .152 .152 . 151 .151 .151 99 .5500 .150 .150 . 150 .150 .150 99 .8000 .149 .149 . 149 .148 .148 100 .0500 .146 .148 . 148 .147 .147 100 .3000 .147 .147 . 146 .146 .146 ' 100 100 .5500 .8000 .146 .144 .145 . .144 . 145 144 .145 .144 .145 .143 101 .0500 .143 .143 : 143 .143 .142 101 .3000 ~ .142 .142 . 142 .141 .141 101 .5500 ~ .141 .141 . 140 .140 .140 101 .8000 .140 .139 . 139 .139 .139 102 .0500 ~ .139 .138 . 138 .138 .138 102 .3000 .137 .137 . 137 .137 .137 102 .5500 .136 .136 . 136 .136 .135 102 .8000 ~ .135 .135 . 135 .135 .134 103 .0500 .134 .134 . 134 .133 .133 103 .3000 ~ .133 .133 - . 133 .132 .132 - 103 .5500 .132 .132 . 132 .131 .131 103 .8000 ~ .131 .131 . 130 .130 .130 104 .0500 ~ - .130 .130 . 129 .129 .129 104 .3000 ~ .129 .128 . 128 .128 .128 104 .5500 ~ .128 .127 . 127 .127 .127 104 .6000 ~ .127 .126 . 126 .126 .126 ' 105 .0500 .126 .125 . 125 .125 .125 105 .3000 .125 L! 1 1 ' S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 12:03:SS Date: 03/DD/YYYY ' Type.... Time vs. Volume Page 6.19 Name.... POND OUT Tag: Dev100 Event: 100 yr File.... O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW Storm... TypeII 24hr Tag: Dev100 TIME vs. VOLUME (ac-ft) r Time ~ Output Time increment = .0500 hrs hrs i Time on left represents ti me for first value in each row. 4 .0500 ( .000 .000 -000 .000 .000 4 .3000 ~ .000 .000 -000 .000 .000 4 .5500 .001 .001 .001 .001 .001 4 .8000 .001 .002 .002 .002 .003 5 .0500 ~ .003 .003 .004 .004 .005 5 .3000 ~ .005 .006 .007 .007 .008 5 .5500 ~ .009 .010 .011 .012 .013 5 .8000 ~ .014 ,015 .017 .018 .019 6 .0500 ~ .021 .022 .024 .026 .027 6 .3000 .029 .031 .033 .035 .037 6 .5500 .039 .041 .043 .046 .048 6 .8000 ~ .050 .053 .055 .058 .061 7 .0500 ~ . 063 .066 . 069 .072 .075 7 .3000 ~ . 078 .061 .084 .088 .091 7 .5500 ~ . 094 .098 . 101 .105 .109 7 .8000 ~ . 112 .116 .120 .124 .128 8 .0500 ~ . 132 .137 .141 .145 .150 8 .3000 ~ . 155 .159 .164 .170 .175 8 .5500 ~ . 181 .186 .192 .198 .205 8 .8000 ~ . 211 .218 .225 .232 .239 9 .0500 ~ . 246 .254 .262 .270 .278 9 .3000 .286 .294 .303 .311 .320 9 .5500 ~ . 326 .337 .346 .355 .364 9 .8000 ~ .374 .384 .394 .405 .416 10 .0500 ~ .427 .439 .451 .463 .476 10 .3000 ~ .490 .503 .518 .533 .548 10 .5500 ~ .564 .581 .598 .616 .635 10 .8000 ~ . 655 .676 .697 .720 .743 11 .0500 ~ .767 .793 .820 .849 .679 11 .3000 ~ . 912 .947 . 984 1 .023 1 .065 11 .5500 ~ 1. 112 1 .168 1. 244 1 .353 1 .505 11 .8000 ~ 1. 715 1 .999 2. 384 2 .875 3 .424 12 .0500 ~ 3. 945 4 .382 4. 694 4 .903 5 .052 12 .3000 ~ 5. 164 5 .253 5. 327 5 .366 5 .441 12 .5500 ~ 5. 485 5 .523 5. 555 5 .583 5 .608 12 .8000 5. 631 5 .652 5. 671 5 .689 5 .705 13 .0500 ~ 5. 719 5 .732 5. 744 5 .754 5 .764 13 .3000 ~ 5. 772 5 .780 5. 787 5 .793 5 .798 13 .5500 ~ 5. 803 5 .807 5. 809 5 .612 5 .813 13 .8000 ( 5. 814 5 .815 5. 814 5 .814 5 .812 14 .0500 ~ 5. 810 5 .808 5. 805 5 .802 5 .799 14 .3000 ~ 5. 795 5 .791 5. 787 5 .762 5 .778 14 .5500 ~ 5. 773 5 .768 5. 763 5 .758 5 .753 14 .8000 ~ 5. 747 5 .741 5. 735 5 .729 5 .723 15 .0500 ~ 5. 717 5 .710 5. 703 5 .696 5 .669 S/N: 321DOSA070C9 PondPack ver. 8.0058 Paul I. Cripe, Inc. Compute Time: 11:03:SS Date: 03/DD/YYYY Type.... Time vs. Volume Page 6.20 Name.... POND OUT Tag: Dev100 Event: 100 yr File.... O:\2002\020350\20200 \calcs\drainage\PROPOSED.PPW Storm... TypeII 24hr Tag: Dev100 TIME vs. VOLUME (ac-f t) L~ Time ~ Output Time increment = .0500 hrs hrs_ i Time on left represents ti me for first value in each row. 15 .3000 ~ 5. 681 5 674 5. 666 5 .656 5 .650 15 .5500 ~ 5. 642 5. 634 5. 625 5 .617 5 .606 15 .8000 5. 599 5. 589 5. 580 5. 570 5 .561 16 .0500 5. 551 5. 541 5. 531 5 .520 5 .510 16 .3000 5. 500 5, 489 5. 479 5 .469 5 .458 16 .5500 ~ 5. 448 5. 437 5. 427 5 .416 5 .405 16 .8000 ~ 5. 395 5. 384 5. 373 5 .362 5 .352 17 .0500 ~ 5. 341 5. 330 5. 319 5 .308 5 .297 17 .3000 ( 5. 287 5. 276 5. 265 5 .254 5 .242 17 .5500 ~ 5. 231 5. 220 5. 209 5 .196 5 .187 17 .8000 ~ 5. 175 5. 164 5. 153 5 .142 5 .130 18 .0500 ~ 5. 119 5. 108 5. 096 5 .085 5 .073 18 .3000 ~ 5. 062 5. 050 5. 039 5. 027 5. 016 18 .5500 5. 004 4. 992 4. 981 4. 969 4. 957 18 .8000 4. 945 4. 934 4. 922 4 .910 4. 898 19 .0500 ~ 4. 886 4. 874 4. 862 4 .850 4 .839 19 .3000 ~ 4. 827 4. 815 4. 802 4 .790 4 .778 19 .5500 ~ 4. 766 4. 754 4. 742 4 .730 4 .718 19 .8000 4. 705 4. 693 4. 681 4 .668 4 .656 20 .0500 ~ 4. 644 4. 631 4. 619 4 .607 4 .594 20 .3000 ~ 4. 562 4. 569 4. 557 4 .544 4 .532 20 .5500 ~ 4. 519 4. 507 4. 495 4 .482 4 .470 20 .8000 ~ 4. 456 4. 446 4. 433 4. 421 4. 409 21 .0500 ~ 4. 397 4. 385 4. 373 4. 361 4. 349 21 .3000 ~ 4. 338 4. 326 4. 314 4. 302 4. 291 21 .5500 ~ 4. 279 4. 267 4. 256 4. 244 4. 233 21 .8000 ~ 4. 221 4. 210 4. 199 4. 187 4. 176 22 .0500 ( 4. 165 4. 154 4. 143 4 .131 4. 120 22 .3000 ~ 4. 109 4. 098 4. 087 4 .076 4. 065 22 .5500 ~ 4. 054 4. 044 4. 033 4 .022 4. 011 22 .8000 ~ 4. 001 3. 990 3. 979 3 .969 3 .956 23 .0500 ~ 3. 948 3, 937. 3. 927 3 .916 3 .906 23 .3000 3. 895 3. 885 3. 675 3. 864 3. 854 23 .5500 ~ 3. 844 3. 834 3. 824 3. 814 3. 804 23 .8000 3. 793 3. 784 3. 774 3. 764 3. 754 24 .0500 ~ 3. 743 3. 732 3. 719 3. 705 3. 690 24 .3000 ~ 3. 674 3. 659 3. 643 3. 627 _ 3. 612 24 .5500 ~ 3. 596 3. 581 3. 565 3. 550 3. 539 24 .6000 ~ 3. 519 3. 504 3. 488 3. 473 ~ 3. 458 25 .0500 ~ 3. 443 3. 429 3. 414 3. 399 3. 384 25 .3000 ~ 3. 369 3. 354 3. 340 3. 325 3. 310 25 .5500 ~ 3. 296 3. 281 3. 267 3. 253 3. 238 25 .8000 ~ 3. 224 3. 210 3. 196 3. 183 3. 169 26 .0500 ~ 3. 155 3. 142 3. 128 3. 115 3. 102 26 .3000 ~ 3. 088 3. 075 3. 062 3. 049 3. 036 26 .5500 ~ 3. 024 3. 011 2. 998 2. 986 2. 973 S/N: 321DOSA070C9 PondPack Ver. 8.0058 Paul I. Cripe, Inc. Compute Time: 11:03:88 Date: 03/DD/YYYY Type.... Time vs. Volume Page 6.21 Name.... POND OUT Tag: Dev100 Event: 100 yr File.... 0:\2002\020350\20200\calcs\drainage\PROPOSED.PPW Storm... TypelI 24hr Tag: Dev100 TIME vs. VOLUME (ac-f t) _~ C~ Time ~ Output Time increment = .0500 hrs hrs i Time on left represents time for first _____ value in _________ each _____ row. _____ 26 .8000 - 2 ______ .961 ____ 2. ________ 949 ___ 2 ______ .936 2 .924 2. 912 27 .0500 ~ 2 .900 2. 888 2 .876 2 .865 2. 853 27 .3000 ~ 2 .841 2. 830 2 .818 2 .807 2. 796 27 .5500 ~ 2 .784 2. 773 2 .762 2 .751 2. 740 27 .8000 ~ 2. 729 2. 718 2 .707 2. 697 2. 686 28 .0500 ~ 2. 676 2. 665 2 .655 2. 644 2. 634 28 .3000 ~ 2. 624 2. 614 2 .603 2 .593 2. 583 28 .5500 2 .574 2. 564 2 .554 2. 544 2. 535 28 .8000 ~ 2 .525 2. 515 2 .506 2 .496 2. 467 29 .0500 ~ 2. 976 2. 469 2 .459 2. 450 2. 441 29 .3000 ~ 2 .432 2. 423 2 .414 2 .405 2. 397 29 .5500 ~ '2 .388 2. 379 2 .371 2 .362 2, 354 29 .8000 ~ 2 .345 2. 337 2 .328 2 .320 2, 312 30 .0500 ~ 2 .304 2. 296 2 .287 2 .279 2. 271 30 .3000 ~ 2 .263 2. 255 2 .248 2 .240 2. 232 30 .5500 ~ 2 .224 2. 217 2 .209 2 .201 2. 193 30 .8000 ~ 2 .185 2. 178 2 .170 2 .163 2. 155 31 .0500 ~ 2 .148 2. 140 2 .133 2 .125 2. 118 31 .3000 ~ 2 .111 2. 103 2 .096 2 .089 2. 082 31 .5500 ~ 2 .075 2. 068 2 .061 2 .054 2. 047 31 .8000 ~ 2 .040 2. 033 2 .026 2 .019 2. 013 32 .0500 ~ 2 .006 1. 999 1 .992 1 .986 1. 979 32 .3000 ~ 1 .973 1. 966 1 .960 1 .953 1. 947 32 .5500 ~ 1 .941 1. 934 1 .928 1 .922 1. 915 32 .8000 ~ 1 .909 1. 903 1 .897 1 .891 1. 885 33 .0500 ~ 1 .879 1. 873 1 .867 1 .861 1. 855 33 .3000 ~ 1 .849 1. 843 1 .836 1 .832 1. 826 33 .5500 ~ 1 .820 1. 815 1 .809 1 .803 1. 798 33 .8000 ~ 1 .792 1. 767 1 .781 1 .776 1. 770 34 .0500 ~ 1 .765 1. 759 1 .754 1 .749 1. 744 34 .3000 ~ 1 .738 1. 733 1 .728 1 .723 1. 718 34 .5500 ~ 1 .712 1. 707 1 .702 1 .697 1. 692 34 .8000 ~ 1 .687 1. 682 1 .677 1 .672 1. 668 35 .0500 ~ 1 .663 1. 658 1 .653 1 .648 1. 644 35 .3000 ~ 1 .639 1. 634 1. 630 1 .625 1. 620 35 .5500 ~ 1 .616 1. 611 1 .607 1. 602 1. 596 35 .8000 ~ 1 .593 1. 569 1. 584 1. 580 1. 576 36 .0500 ~ 1 .571 1. 567 1. 563 1. 558 1. 554 36 .3000 ~ 1 .550 1. 546 1. 541 1. 537 1. 533 36 .5500 1 .529 1. 525 1. 521 1. 517 1. 513 36 .8000 ~ 1 .509 1. 505 1. 501 1. 497 1. 493 37 .0500 ~ 1 .989 1. 465 1. 481 1. 478 1. 474 37 .3000 ~ 1 .470 1. 466 1. 462 1. 459 1. 455 37 .5500 1 .451 1. 448 1. 444 1. 440 1. 437 37 .8000 ~ 1 .433 1. 429 1. 926 1. 422 1. 419 38 .0500 1 .415 1. 412 1. 408 1. 405 1. 401 S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:SS Daie: 03/DD/YYYY ' Type. ... Time vs . Volume Page 6.22 Name. ... POND OUT Tag : Dev100 Even t: 100 yr File. ... O:\2002\020350\20200\calcs\drain age \PROPOSED .PPW Storm ... TypeZI 24 hr Tag : Dev100 TIME vs VOL UME (ac-ft) . T ime ~ Output Time inc rement = .0500 hrs ' h rs ~ Time on left represents ti me for first value in each row_ 38. 3000 ~ 1 .398 1 .395 1. 391 1 .388 1. 365 38. 5500 ~ 1 .381 1 .378 1. 375 1 .372 1. 368 38. 8000 ~ 1 .365 1 .362 1. 359 1 .355 1. 352 39. 0500 1 .349 1 .346 1. 343 1 .340 1. 337 39. 3000 ~ 1 .334 1 .331 1. 328 1 .325 1. 322 39. 5500 ~ 1 .319 1 .316 1. 313 1 .310 1. 307 . 39. 8000 ~ 1 .304 1 .301 1. 298 1 .295 1. 292 ; 40. 0500 ~ 1 .290 1 .287 1. 284 1 .281 1. 279 40. 3000 ~ 1 .276 1- .273 1. 270 1 .268 1. 265 40. 5500 ~ 1 .262 1 .260 1. 257 1 .254 1. 252 40. 8000 ~ 1 .249 1 .247 1. 244 1 .241 1. 239 ' 41. 0500 ~ 1 .236 1 .234 1. 231 1 .229 1. 226 41. 3000 ~ 1 .224 1 .221 1. 219 1 .216 1. 214 41. 5500 ~ 1 .212 1 .209 1. 207 1 .205 1. 202 41. 8000 1 .200 1 .198 1. 195 1 .193 1. 191 ' 42. 0500 ~ 1 .188 1 .166 1. 184 1 .182 1. 179 42. 3000 1 .177 1 .175 1. 173 1 .171 1. 168 42. 5500 ~ 1 .166 1 .164 1. 162 1 .160 1. 158 42. 8000 ~ 1 .156 1 .153 1. 151 1 .149 1. 147 43. 0500 ~ 1 .145 1 .143 1. 141 1 .139 1. 137 i, 43. 3000 ~ 1 .135 1 .133 1. 131 1 .129 1. 127 43. 5500 ~ 1 .125 1 .123 1. 122 1 .120 1. 118 43. 8000 1 .116 1 .114 1. 112 1 .110 1. 108 _ 44. 0500 ~ 1 .107 1 .105 1. 103 1 .101 1. 099 44. 3000 ~ 1 .096 1 .096 1. 094 1 .092 1. 090 44. 5500 ~ 1 .086 1 .087 1. 085 1 .083 1. 081 44. 8000 ~ 1 .079 1 .078 1. 076 1 .074 1. 072 45. 0500 ~ - 1 .071 1 .069 1. 067 1 .065 1. 063 45. 3000 ~ 1 .062 1 .060 1. 058 1 .056 1. 055 45. 5500 ~ 1 .053 1 .051 1. 049 1 .047 1. 046 95. 8000 ~ 1 .044 1 .042 1. 041 1. 039 1. 037 ~~ 46. 46. 0500 ( 3000 ~ 1 1 .035 .027 1 1 .034 .025 1. 1. 032 023 1. 1. 030 022 1. 1. 029 020 96. 5500 ~ 1 .018 1 .017 1. 015 1 .013 1. 012 46. 8000 ~ 1 .010 1 .008 1. 006 1. 005 1. 003 47. 0500 ~ 1 .001 1 .000 . 998 . 996 . 995 ~ 47. 3000 ~ .993 .992 . 990 . 988 . 987 ~ 97. 5500 ~ .985 .983 . 982 . 980 . 978 47. 8000 ~ .977 .975 . 974 . 972 . 970 48. 0500 ~ .969 .967 . 965 . 964 . 962 98. 3000 ~ .961 .959 . 957 . 956 . 954 48. 5500 ~ .953 .951 . 949 . 948 . 946 48. 8000 ~ .945 .943 . 992 . 940 . 939 49. 0500 ~ .937 .935 . 934 . 932 . 931 49. 3000 ~ .929 .928 . 926 . 925 . 923 49. 5500 ~ .922 .920 . 918 . 917 . 915 r i S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:88 Date: 03/DD/YYYY ' Type. ... Time vs . Volume Page 6.23 Name. ... POND OUT Tag: Dev100 Even t: 100 yr File. ... O:\2002\020350\20200\calcs\drainage\PROPOSED .PPW Storm ... TypeII 24hr Tag : Dev100 VOLUME TIME vs (ac-f t) . T ime ~ Output Time inc rement = .0500 hrs ' h rs Time on left re resents time p for first value in -~~- each row. ~--- -- 49. 8000 ~ ----- ---914-~~~ .912--------. -- 911------- -.909 .908 50. 0500 ~ .906 .905 . 903 .902 .900 50. 3000 ~ .899 .897 . 896 .894 .893 50. 5500 -691 .890 . 886 .887 .885 50. 8000 ~ .864 .882 . 881 .880 .878 51. 0500 ~ .877 .875 . 874 .872 .871 . 51. 3000 ~ .869 .868 . 866 .865 .864 , 51. 5500 ~ .662 .861 . 859 .858 .856 51. 8000 ~ .655 .854 . 852 .851 .849 52. 0500 ~ .848 .847 . 845 .844 .842 52. 3000 ~ .841 .840 . 838 .837 .835 52. 5500 ~ .834 .833 . 831 .630 .828 52. 8000 ~ .827 .826 . 824 .623 .822 53. 0500 ~ .820 .819 . 818 .816 .815 53. 3000 ~ .813 .812 . 811 .809 .808 '~ 53. 5500 ~ .807 .BOS . 804 .803 .801 53. 8000 ~ .800 .799 . 797 .796 .795 54. 0500 ~ .793 .792 . 791 .789 .788 54. 3000 ~ .787 .786 . 784 .783 .782 54. 5500 ~ .780 .779 . 778 .776 .775 54. 8000 ~ .774 .773 . 771 .770 .769 55. 0500 ~ .768 .766 . 765 .764 .762 55. 3000 ~ .761 .760 . 759 .757 .756 55. 5500 ~ .755 .754 . 752 .751 .750 55. 8000 ~ .749 .747 . 746 .745 .744 56. 0500 ~ .742 .741 . 740 .739 .738 56. 3000 ~ .736 .735 . 734 .733 .732 56. 5500 .730 .729 . 728 .727 .725 56. 8000 ~ .724 .723 . 722 .721 .719 57. 0500 ~ .718 .717 . 716 .715 .714 57. 3000 .712 .711 . 710 .709 .708 57. 5500 ~ .706 .705 . 704 .703 .702 ~' 57. 8000 ~ .701 .699 . 698 .697 .696 56. 0500 ~ .695 .694 . 692 .691 .690 58. 3000 ~ .689 .688 . 687 .686 .665 58. 5500 ~ .683 .682 . 681 .680 .679 58. 8000 ~ .678 .677 . 676 .674 .673 59. 0500 ~ .672 .671 . 670 .669 .668 59. 3000 ~ .667 .665 . 664 .663 .662 59. 5500 ~ .661 .660 . 659 .658 .657 59. 8000 ~ .656 .655 . 653 .652 .651 60. 0500 ~ .650 .649 . 648 .647 .646 60. 3000 ~ .645 .644 . 643 .642 .641 60. 5500 ~ .640 .638 . 637 .636 .635 60. 8000 ~ .634 .633 . 632 .631 .630 ' 61. 0500 ~ .629 .628 . 627 .626 .625 S/N: 321DOSA090C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:55 Date: 03/DD/YYYY Type.... Time vs. Volume Page 6.24 Name.... POND OUT Tag: Dev100 Event: 100 yr File.... 0:\2002\020350\20200\calcs\drainage\PROPOSED.PPW Storm... TypeII 24hr Tag: Dev100 TIME vs. VOLUME (ac-ft) Time Output Time increment = .0500 hrs hrs Time on left re resents ti P me for first value in each row. 61 .3000 ~ .624 .623 .622 .621 .620 61 .5500 .619 .618 .617 .616 .615 61 .8000 .614 .612 .612 .610 .610 62 .0500 ~ .608 .608 .606 .606 .604 62 .3000 .603 .602 .601 .600 .599 62 .5500 ~ .599 .597 .597 .595 .595 62 .8000 ~ .594 .593 .592 .591 .590 63 .0500 .589 .588 .587 .566 .585 63 .3000 ~ .584 .583 .582 .581 .580 63 .5500 ~ .579 .578 .577 .576 .575 63 .8000 ~ .574 .573 .572 .571 .570 64 .0500 .569 .569 .568 .567 .566 64 .3000 ~ .565 .564 .563 .562 .561 64 .5500 ~ .560 .559 .558 .557 .556 64 .8000 ~ .555 .555 .554 .553 .552 65 .0500 .551 .550 .549 .548 .547 65 .3000 ~ .546 .546 .545 .544 .543 65 .5500 .542 .541 .540 .539 .538 65 .8000 .537 .537 .536 .535 .534 66 .0500 .533 .532 .531 .530 .529 66 .3000 ~ .529 .528 .527 .526 .525 66 .5500 .524 .523 .523 .522 .521 66 .8000 ~ .520 .519 .516 .517 .517 67 .0500 ~ .516 .515 .514 .513 .512 67 .3000 ~ .511 .511 .510 .509 .508 67 .5500 ~ .507 .506 .505 .505 .504 67 .8000 ~ .503 .502 .501 .500 .500 68 .0500 ~ .499 .498 .497 .496 .496 68 .3000 ~ .495 .494 .493 .492 .491 68 .5500 ~ .491 .490 .489 .468 .487 68 .8000 ~ .487 .486 .485 .484 .463 69 .0500 .483 .482 .481 .480 .479 69 .3000 ~ .479 .476 .477 .476 .476 69 .5500 ~ .475 .474 .473 .472 .472 69 .8000 .471 .470 .469 .468 .468 70 .0500 ~ .467 .466 .465 .465 .464 70 .3000 ~ .463 .462 .461 .461 .460 70 .5500 ~ .459 .458 .458 .457 .456 70 .8000 ~ .455 .455 .454 .453 .452 71 .0500 ~ .452 .451 .450 .449 .449 71 .3000 .448 .447 .447 .946 .445 71 .5500 ~ .444 .444 .443 .442 .441 71 .6000 .441 .440 .439 .438 .438 72 .0500 ~ .437 .436 .436 .435 .434 72 .3000 ~ .433 .433 .432 .431 .431 72 .5500 ~ .430 .429 .428 .426 .427 ,~ 5/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack VeI. 8.0058 Compute Time: 11:03:55 Date: 03/DD/YYYY Type .... Time vs . Volume Page 6.25 Name .... POND OUT Tag: Dev100 Event: 100 yr File .... O:\2002\020350\20200\calcs\dra inage\PROPOSED .PPW Stor m... TypeII 24hr Tag: Dev100 TIME vs V OLUME (ac-ft) . Time ~ Output Time increment = .0500 hrs ,, hrs I Time on left re resents p time for first value in each row. 72 8000-~ ~----- --.426----- ---.426---~ ~--.425------ --.424 ---------423-- 73 .0500 .423 .422 .421 .421 .420 73 .3000 .419 .419 .418 .417 .417 ' 73 .5500 ~ .416 .415 .415 .414 .413 73 .8000 .412 .412 .411 .410 .410 74 .0500 .409 .408 .408 .407 .406 , 74 .3000 ~ .406 .405 .409 .404 .403 ~ 74 .5500 ~ .402 .402 .401 .400 .400 74 .8000 .399 .398 .398 .397 .396 75 .0500 .396 .395 .394 .394 .393 75 .3000 .393 .392 .391 .391 .390 75 .5500 .389 .389 .388 .387 .387 75 .8000 ~ .386 .385 .385 .384 .363 76 .0500 ~ .383 .382 .382 .381 .380 76 76 .3000 ~ .5500 .360 .377 .379 .376 .378 .375 .378 .375 .377 .374 76 .8000 ~ .374 .373 .372 .372 .371 77 .0500 ~ .370 .370 .369 .369 .368 77 .3000 ~ .367 .367 .366 .366 .365 77 .5500 ~ .364 .364 .363 .363 .362 ~, 77 .8000 ~ .361 .361 .360 .360 .359 78 .0500 ~ .358 .358 .357 .357 .356 78 .3000 ~ .355 .355 .354 .354 .353 78 .5500 ~ .353 .352 .351 .351 .350 78 .8000 ~ .350 .349 .348 .346 .347 79 .0500 ~ .347 .346 .346 .345 .344 79 .3000 ~ .344 .343 .343 .342 .342 79 .5500 ~ .341 .340 .340 .339 .339 79 .8000 ~ .338 .338 .337 .337 .336 80 .0500 ~ .335 .335 .334 .334 .333 80 .3000 ~ .333 .332 .332 .331 .331 80 80 .5500 .8000 ~ .330 .327 .329 .327 .329 .326 .328 .326 .328 .325 81 .0500 ~ .325 .324 .323 .323 .322 81 .3000 ~ .322 .321 .321 .320 .320 81 .5500 ~ .319 .319 .318 .318 .317 81 .8000 ~ .317 .316 .316 .315 .315 82 .0500 ~ .314 .313 .313 .313 .312 82 .3000 ~ .312 .311 .310 .310 .309 82 .5500 ~ .309 .308 .308 .307 .307 ' 82 .6000 ~ .306 .306 .305 .305 .304 ~ 83 .0500 ~ .304 .303 .303 .302 .302 63 .3000 ~ .301 .301 .300 .300 .299 83 .5500 ~ .299 .298 .298 .297 .297 - 83 .8000 ~ .296 .296 .295 .295 .294 ~ 84 .0500 ~ .294 .294 .293 .293 .292 S/N: 321DOSA070C9 Paul I. Gripe, Inc. PondPack Ver. 8.0050 Compute Time: 11:03:55 Date: 03/DD/YYYY Type .... T ime vs. Volume Page 6.26 Name .... PO ND OUT Tag: Dev100 Eve nt: 100 yr File .... O: \2002\020350\20200\calcs\drainage\PROPOSED .PPW Storm... Ty peII 24hr Tag: Dev100 VOL TIME UME (ac-ft) vs. Time ~ Output Time increment = . 0500 hrs hrs i Ti me on left represents ti me for first value in each row. 84 .3000 ~ .292_-__ .291_---- ---291-----_- .290--- ----_.290-- 84 .5500 ~ .289 .289 .288 .288 .287 . 84 .8000 ~ .287 .286 .286 .265 .285 ~ 85 .0500 .284 .284 .283 .283 .263 85 .3000 .282 .282 .281 .281 .280 85 .5500 ~ .280 .279 .279 .278 .278 , 85 .8000 ~ .277 .277 .277 .276 .276 ~ , 86 .0500 ~ .275 .275 .274 .274 .273 86 .3000 ~ .273 .273 .272 .272 .271 86 .5500 ~ .271 .270 .270 .269 .269 86 .8000 ~ .268 .268 .268 .267 .267 87 .0500 ~ .266 .266 .265 .265 .264 87 .3000 .264 .264 .263 .263 .262 87 .5500 ~ .262 .262 .261 .261 .260 87 .8000 ~ .260 .259 .259 .259 .258 ' 86 .0500 ~ .256 .257 .257 .256 .256 86 .3000 ~ .256 .255 .255 .254 .254 88 .5500 .253 .253 .253 .252 .252 . 88 .6000 ~ .251 .251 .251 .250 .250 89 .0500 ~ .249 .249 .248 .248 .248 ~ 89 .3000 ~ .247 .247 .246 .246 .246 89 .5500 ~ .245 .245 .244 .244 .244 89 .8000 ~ .243 .243 .242 .242 .242 90 .0500 ! .241 .241 .240 .240 .240 90 .3000 ~ .239 .239 .238 ~.Z38 .238 90 .5500 -237 .237 .236 .236 .236 90 .8000 ~ .235 .235 .234 .234 .234 91 .0500 ~ -233 .233 .233 .232 .232 91 .3000 .231 .231 .231 .230 .230 91 .5500 .230 .229 .229 .228 .228 91 .8000 ~ .228 .227 .227 .227 .226 , 92 .0500 ~ .226 .225 .225 .225 .224 ~ 92 .3000 ~ -224 .224 .223 .223 .223 92 .5500 ~ .222 .222 .221 .221 .221 92 .8000 ~ .220 .220 .220 .219 .219 93 .0500 ~ .218 .218 .218 .217 .217 ' 93 .3000 ~ .217 .216 .216 .216 .215 93 .5500 ~ .215 .215 .214 .214 .214 93. 8000 ~ -213 .213 .212 .212 .212 94. 0500 ~ .211 .211 .211 .210 .210 94. 3000 ~ .210 .209 .209 .209 .206 94. 5500 ~ .208 .208 .207 .207 .207 - 94. 8000 ~ -206 .206 .206 .205 .205 95 .0500 ~ .205 .204 .204 .204 .203 ~, 95 .3000 ~ .203 .203 .202 .202 .202 ' 95 .5500 ~ .201 .201 .201 .200 .200 ~~ S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPaCk Ver. 8.D058 Compute Time: 11:03:55 Date: 03/DD/YYYY Type .... Time vs. Volume Page 6.27 Name .... POND OUT Tag: Dev100 Even t: 100 yr File .... O:\2002\020350\20200\calcs\drainage \PRO POSED. PPW Stor m... TypeII 24hr Tag: Dev100 ' TIME vs VOLUME (ac-ft) . Time ~ Output Time inc rement = . 0500 hrs ~~~ hrs Ti me on left re resents time p for first - value in - ---- each row. _ ---- 95 .8000-~ --_--- ---200----_ ---.199--------- 199----- ~ .199 .198 96 .0500 ~ .198 .198 . 197 .197 .197 96 .3000 .196 .196 . 196 .195 .195 96 .5500 .195 .194 . 194 .194 .193 96 .8000 ~ .193 .193 . 192 .192 .192 97 .0500 ~ .192 .191 . 191 .191 .190 97 .3000 ~ .190 .190 . 189 .189 .189 97 .5500 ~ .188 .188 . 188 .187 .167 97 .8000 .187 .186 . 186 .186 .166 98 .0500 .185 .185 . 185 .184 .184 98 98 .3000 .5500 ~ .164 .162 .183 . .182 . 183 182 .183 .181 .163 .181 98 .8000 ~ .161 .181 . 180 .180 .180 99 .0500 ~ .179 .179 . 179 .178 .178 99 .3000 ~ .178 .177 . 177 .177 .177 99 .5500 ~ .176 .176 . 176 .175 .175 ' 99 .8000 ~ .175 .175 . 174 .174 .174 100 .0500 ~ .174 .173 . 173 .173 .172 100 .3000 ~ .172 .172 . 172 .171 .171 100 .5500 ~ .171 .170 . 170 .170 .170 ' 100 .8000 ~ .169 .169 . 169 .168 .168 101 .0500 .166 .168 . 167 .167 .167 101 .3000 ~ .166 .166 . 166 .166 .165 101 .5500 ~ .165 .165 . 164 .164 .164 101 .8000 ~ .164 .163 . 163 .163 -163 102 .0500 ~ .162 .162 . 162 .162 .161 102 .3000 ~ .161 .161 . 161 .160 .160 102 .5500 ~ .160 .159 . 159 .159 .159 102 .8000 ~ .158 .158 . 158 .158 .157 103 .0500 ~ .157 .157 . 157 .156 .156 103 .3000 ~ .156 .156 . 155 .155 .155 103 .5500 ~ .155 .154 . 154 .154 .154 ~! 103 .8000 .153 .153 . 153 .153 .152 104 .0500 ~ .152 ~' S/N: 321D06A070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:SS Date: 03/DD/YYYY Type.... Vol: Elev-Area Name.... POND File.... O:\2002\020350\20200\calcs\drainage\PRO POSED.PPW 1 ~~ u '' ~~ ~i ~i Page 7.01 Elevation Planimeter Area Al+A2+sgr(A1*A2) Volume Volume Sum (ft) ____ (sq.in) (acres) ____ ______ _ (acres) _________________ (ac-f t) _________ (ac-f t) _____________ ___ _____ 861.29 _ ______ _ __ ----- 2.1600 .0000 .000 .000 862.00 ----- 2.2500 6.6145 1.565 1.565 863.00 ----- 2.3900 6.9589 2.320 3.885 864.00 ----- 2.5300 7.3790 2.460 6.345 865.00 ----- 2.6700 7.7991 2.600 8.944 POND VOLUME EQUATIONS * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2-EL1) * (Areal + Areal + sq.rt.(Areal*Area2)) where: EL1, EL2 = Lower and upper elevations of the increment Areal,Area2 = Areas computed for EL1, EL2, respectively Volume = Incremental volume between EL1 and EL2 ' S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:SS Date: 03/DD/YYYY Type.... Outlet Input Data Page 8.01 Name.... Pond Outlet File.... O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW REQUESTED POND WS ELEVATIONS: Min. Elev.= 861.29 ft Increment = .50 ft Max. Elev.= 865.00 ft x+.+.++.+.x.~+++:.++~~:.~~::•++~~~~++::++::.xx OUTLET CONNECTIVITY ~~ ---> Forward Flow Only (Upstream to DnStream) <--- Reverse Flow Only (DnStream to Upstream) r --> Forward and Reverse Both Allowed ' Structure No. Outfall E1, ft E2, ft Culvert-Circular 1 ---> TW 861.290 865.000 TW SETUP. DS Channel ~` 1 ' S/N: 321DOSA070C9 Paul I. CYipe, Znc. PondPack Ver. 8.0058 Compute Time: 11:03:55 Date: 03/DD/YYYY ' Type.... Outlet Input Data Name.... Pond Outlet File.... O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW OUTLET STRUCTURE INPUT DATA Page 8.02 Structure ID = 1 Structure Type = CLlvert-Circular No. Barrels = 1 Barrel Diameter = 1.2500 ft Upstream Invert = 861.29 ft Dnstream Invert 861.34 ft Horiz. Length 27.00 ft Barrel Length - 27.00 ft Barrel Slope = -.00185 ft/ft OUTLET CONTROL DATA. .. Mannings n .0240 Ke = .5000 (forward entrance loss) Kb .079159 (per ft of full flow) ' Kr .5000 (reverse entrance loss) HW Convergence .001 +/- ft INLET CONTROL DATA... Equation form 1 Inlet Control K .0076 Inlet Control M = 2.0000 Inlet Control c = .03790 Inlet Control Y .6900 T1 ratio (HW/D) 1.137 T2 ratio (HW/D) = 1.297 Slope Factor = -.500 Use unsubmerged inlet control Form 1 equ. below Tl elev. Use submerged inlet control Form 1 equ. above T2 elev. In transition zone between unsubmerged and submerged inlet control, interpolate between flows at Ti ~ T2..- At T1 Elev = 862.71 ft --> Flow = 4.80 cfs At T2 Elev = 862.91 ft ---> Flow = 5.49 cfs ' Structure ID = TW Structure Type = TW SETUP, DS Channel 1 ____________________________________ FREE OUTFACE CONDITIONS SPECIFIED CONVERGENCE TOLERANCES..- , Maximum Iterations= 30 Min. TW tolerance = .O1 ft Max. TW tolerance = .O1 ft Min. HW tolerance = .O1 ft Max. HW tolerance = .O1 ft Min. Q tolerance = .SO cfs Max. Q tolerance = .10 cfs 1 S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPaCk Ver. 8.0058 Compute Time: 11:03:55 Date: 03jDD/YYYY r r ~~ 1 ~J Type.... Individual Outlet Curves Page 6.03 Name.... Pond Outlet File.... O:\2002\020350\20200\calcs\drainage\PROPOSED.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = 1 (Culvert-Circular) Mannings open channel maximum capacity: .00 cfs Upstream ID = (Pond Water Surface) DNStream ID = TW (Pond Outf all) WS Elev,Device Q Tail Water - -------------- ----- Notes --------- ------ wS Elev. Q g TW Elev Conver e f ___ t ____ cfs _____ __ ft +/-ft ________ _____ _ Compu _____ tation ______ Messages ______________ _ 861 .29 . 00 Free Outfall Upstream HW & DNStre am TW < Inv .El 861 .79 . 44 Free Outfall BACKWATER CONTROL.. Vh= . 016ft hwDi= .477ft Lbw= 27.Oft 862 .29 1. 88 Free Outf all BACKWATER CONTROL.. Vh= . 060ft hwDi= .911ft Lbw= 27.Oft 862 .79 3. 60 Free Outfall FULL FL0W...Lfu11=4. 07ft Vh=.1 33ft HL=.243ft 863 .29 4. 85 Free Outfall FULL FL0W...Lfu11=18 .29ft Vh=. 243ft HL=.716ft 863 .79 5. 95 Free Outf all FULL FL0W...Lfu11=22 .Blft Vh=. 365ft HL=1.208ft 864 .29 6. 90 Free Outf all FULL FLOW...Lfu11=24 .89ft Vh=. 491ft HL=1.704ft 864 .79 7. 75 Free Outfall FULL FL0W...Lfu11=25 .93ft Vh=. 620ft HL=2.202ft 865 .00 8. 10 Free Outfall FULL FL0W...Lfu11=26 .08ft Vh=. 677ft HL=2.411ft S/N: 321DOSA070C9 Paul I. Gripe, Inc. PondPack Ver. 8.0058 Compute Time: 11: 03:SS Date: 03/DD/YYYY 1 Type.... Composite Rating Curve Name.... Pond Outlet File.... O:\2002\02035D\20200\calcs\drainage\PROPOSED.PPW ***** COMPOSITE OUTFLOW SUMMARY **** WS E lev, Total Q Notes --- - -- ---- - -- Converg e -------------- - --------- Ele v. Q TW El ev Error ft cfs ft +/-ft Contributing Structures _____ 861. ___ 29 . 00 Free _____ Outfall __________________________ None contributing 861. 79 . 44 Free Outfall 1 862. 29 1. 88 Free Outfall 1 862. 79 3. 60 Free Outf all 1 863. 29 4. 85 Free Outf all 1 663. 79 5. 95 Free Outf all 1 864. 29 6. 90 Free Outfall 1 864. 79 7. 75 Free Outfall 1 665. 00 8. 10 Free Outfall 1 Page 8.04 S/N: 321D06A090C9 Paul I. Cripe, Inc. PondPaCk Ver. 8.0058 Compute Time: 11:03:55 Date: 03/DD/YYYY 1 1 1 Type.... Diverted Hydrograph Page 9.01 Name.... POND OUTLET Event: 2 yr File.... O:\2002\020350\20200\calcs\drainage\ Storm... TypeII 24hr Tag: Dev 2 DIVERTED HYDROGRAPH... HYG file = HYG ID = POND OUTLET HYG Tag = Dev 2 ___________________________________ Peak Discharge = 1.93 cfs Time to Peak = 14.8500 hrs HYG Volume 3_402 ac-ft HYDROGRAPH ORDINATES (cfs) Time ~ Output Time increm ent = .0500 hrs hrs ~ Time on left represent s time for first va lue in each row. 8 .0000 ~ .00 .00 .00 .00 .00 8 .2500 ~ .00 .00 .00 .00 .00 8 .5000 ~ .00 .00 .00 .00 .00 8 .7500 I .00 .00 .00 .00 .00 9 .0000 ~ .O1 .O1 .O1 .O1 .O1 9 .2500 ( .Ol .O1 .O1 .O1 .O1 9 .5000 ~ .O1 .O1 .O1 .Ol .O1 9 .7500 ~ .O1 .O1 .02 .02 .02 10 .0000 ~ .02 .02 .02 .02 .02 10 .2500 ~ .02 .02 .03 .03 .03 10 .5000 ~ .03 .03 .03 .03 .04 10 .7500 ~ .04 .04 .04 .OS .OS 11 .0000 ~ .OS .OS .06 .06 .06 11 .2500 ~ .07 .07 .07 .OB .OS 11 .5000 ~ .09 .09 .10 .11 .12 11 .7500 ~ .14 .17 .21 .27 .35 12 .0000 ~ .43 .71 .99 1 .12 1 .23 12 .2500 ~ 1 .32 1.39 1 .44 1 .49 1 .53 12 .5000 ~ 1 .56 1.59 1 .62 1 .64 1 .66 12 .7500 ~ 1 .68 1.70 1 .71 1 .73 1 .74 13 .0000 ~ 1 .75 1.77 1 .78 1 .79 1 .80 13 .2500 ~ 1 .81 1.82 1 .83 1 .83 1 .64 13 .5000 ~ 1 .85 1.86 1 .86 1 .87 1 .87 13 .7500 ~ 1 .88 1.88 1 .89 1 .89 1 .90 14 .0000 ~ 1 .90 1.90 1 .91 1 .91 1 .91 14 .2500 ~ 1 .91 1.92 1 .92 1 .92 1 .92 14 .5000 ~ 1 .92 1.93 1 .93 1 .93 1 .93 14 .7500 ~ 1 .93 1.93 1 .93 1 .93 1 .93 15 .0000 ~ 1 .93 1.93 1 .93 1 .93 1 .93 15 .2500 ~ 1 .93 1.93 1 .93 1 .93 1 .93 15 .5000 ~ 1 .93 1.93 1 .92 1 .92 1 .92 15 .7500 ~ 1 .92 1.92 1 .92 1 .91 1 .91 16 .0000 ~ 1 .91 1.91 1 .90 1 .90 1 .90 5/N: 321DOSA070C9 Paul I. Cripe, Inc. ` POndPack VeT. 8.0058 Compute Time: 11:03:SS Date: 03/DD/YYYY 1 Type. ... Di verted Hydrograph Page 9.02 Name. ... PO ND OUTLET Event: 2 yr File. ... O: \2002\0203 50 \20200\ca lcs\d rainag e\ Storm ... Ty peII 24hr Tag: Dev 2 HYDROG RAPH ORDINATES (cf s) T ime ~ Output Time increment = .0500 h rs h rs ~ Time on left repr esent s time for first value in each row. 16. 2500 1. 90 1 .89 1 .89 1 .89 1 .89 16. 5000 ~ 1. 88 1 .88 1 .88 1 .88 1 .87 16. 7500 ~ 1. 67 1 .87 1 .66 1 .86 1 .86 17. 0000 ~ 1. 86 1 .85 1 .65 1 .85 1 .85 17. 2500 ~ 1. 84 1 .84 1 .64 1 .83 1 .63 17. 5000 1. 63 1 .82 1 .62 1. 82 1 .82 17. 7500 1. 81 1 .81 1 .81 1. 80 1 .80 18. 0000 1. 80 1 .79 1 .79 1. 79 1 .78 16. 2500 ~ 1. 78 1 .78 1 .77 1. 77 1 .77 16. 5000 ~ 1. 76 1 .76 1 .76 1. 75 1 .75 18. 7500 ~ 1. 74 1 .74 1 .74 1. 73 1 .73 19. 0000 ~ 1. 73 1 .72 1 .72 1. 72 1 .71 19. 2500 ~ 1. 71 1 .70 1 .70 1. 70 1 .69 19. 5000 ~ 1. 69 1 .68 1 .66 1. 68 1 .67 19. 7500 ~ 1. 67 1 .66 1 .66 1. 66 1 .65 20. 0000 1. 65 1 .64 1 .64 1. 64 1 .63 20. 2500 ~ 1. 63 1 .62 1 .62 1. 61 1 .61 20. 5000 ~ 1. 61 1 .60 1 .60 1. 59 1 .59 20. 7500 ~ 1. 59 1 .58 1 .56 1. 57 1 .57 21. 0000 ~ 1. 57 1 .56 1 .56 1 .55 1 .55 21. 2500 ~ 1. 55 1 .54 1 .54 1 .54 1 .53 21. 5000 ~ 1. 53 1 .52 1 .52 1 .52 1 .51 21. 7500 1. 51 1 .50 1 .50 1 .50 1 .49 22. 0000 ~ 1. 49 1 .49 1 .48 1 .48 1 .47 22. 2500 ~ 1. 47 1 .47 1 .46 1 .46 1 .46 22. 5000 ~ 1. 45 1 .45 1 .45 1 .44 1 .44 22. 7500 ~ 1. 44 1 .43 1 .43 1. 42 1 .42 23. 0000 ~ 1. 42 1 .41 1 .41 1. 41 1 .40 23. 2500 ~ 1. 40 1 .40 1 .39 1. 39 1 .39 23. 5000 ~ 1. 38 1 .38 1 .38 1. 37 1 .37 23. 7500 ~ 1. 37 1 .36 1 .36 1. 36 1 .35 24. 0000 ~ 1. 35 1 .35 1 .34 1. 34 1 .33 24. 2500 ~ 1. 32 1 .32 1 .31 1. 30 1 .30 24. 5000 1. 29 1 .28 1 .28 1. 27 1 .26 24. 7500 ~ 1. 26 1 .25 1 .24 1. 24 1 .23 25. 0000 ~ 1. 22 1 .22 1 .21 1. 20 1 .20 25. 2500 ~ 1. 19 _ 1 .19 1 .18 1. 17 1 .17 25. 5000 1. 16 1 .15 1 .15 1. 14 1 .14 25. 7500 ~ 1. 13 1 .12 1 .12 1. 11 1 .11 26. 0000 ~ 1. 10 1 .10 1 .09 1. 08 1 .08 26. 2500 ~ 1. 07 1 .07 1 .06 1. 06 1 .05 26. 5000 ~ 1. 04 1 .04 1 .03 1. 03 1 .02 26. 7500 ~ 1. 02 1 .01 1 .01 1. 00 1 .00 27. 0000 ~ . 99 .98 .96 - 97 .97 27. 2500 ~ . 96 .96 .95 . 95 .94 27. 5000 ~ . 94 .93 .93 . 92 .92 27. 7500 ~ . 91 .91 .90 . 90 .90 S/N: 321DOSA070C9 Paul I. Gripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:SS Date: 03/DD/YYYY I Type .... Di verted Hydrograph Page 9.03 Name .... PO ND OUTLET Event: 2 yr File .... O :\2002\020350 \20200\calcs\d rainage\ Stor m... Ty peII 24hr Tag: Dev 2 HYDROGRAPH ORDINATES (cf s) Time ~ Output Time increment = .0500 hrs hrs ~ Time on left represent s tim8 £or first value in each row. --- 28 ---~ .0000 ~ -'------" .89 ----- .89 --`-- .88 ------------ .88 - .87 28 .2500 ~ .87 .86 .86 .85 .85 28 .5000 ~ .84 .84 .84 .83 .63 28 .7500 .82 .82 .B1 .81 .80 29 .0000 .80 .80 .79 .79 .78 29 .2500 .78 .78 .77 .77 .76 29 .5000 ~ .76 .76 .75 .75 .74 29 .7500 ~ .74 .74 .73 .73 .72 30 .0000 ~ .72 .72 .71 .71 :70 30 .2500 ~ .70 .70 .69 .69 .69 30 .8000 ~ .68 .68 .68 .67 .67 30 .7500 ~ .66 .66 .66 .65 .65 31 .0000 ~ .65 .64 .64 :64 .63 31 .2500 ~ .63 .63 .62 ~ .62 .62 31 .5000 ~ .61 .61 .61 .60 - .60 31 .7500 ~ .60 .59 .59 .59 .59 32 .0000 .58 .58 .58 .57 .57 32 .2500 .57 .56 .56 .56 .56 32 .5000 ~ .55 .55 .55 .54 .54 32 .7500 ~ .54 .53 .53 .53 .53 33 .0000 ~ .52 .52 .52 .52 .51 33 .2500 ~ .51 .51 .50 .50 .50 33 .5000 ~ .50 .49 .49 .49 .49 33 .7500 ~ .48 .48 .48 .48 .47 34 .0000 ~ .47 .97 .47 .46 .46 34 .2500 ~ .46 .46 .45 .45 .45 34 .5000 ~ .45 .44 .44 .44 .44 34 .7500 .44 .43 .43 .43 .43 35 .0000 ~ .43 .43 .43 .43 .43 35 .2500 -43 .43 .43 .43 .43 35 .5000 ~ .42 .92 .42 .42 .42 35 .7500 ~ .42 .42 .42 .42 .42 36 .0000 .42 .42 .42 .42 .42 36 .2500 ~ .41 .41 .41 .41 -41 36 .5000 ~ .41 .41 .41 .41 .41 36 .7500 ~ .41 .41 .41 .41 .41 37 .0000 ~ .40 -40 .40 .40 .40 37 .2500 y .40 .40 .40 .40 .40 37 .5000 .40 .40 .40 .40 .40 37 .7500 ~ .39 .39 .39 .39 .39 38 .0000 ~ .39 .39 .39 .39 .39 38 .2500 ~ .39 .39 .39 .39 .39 38 .5000 ~ .39 .38 .38 .38 .36 38 .7500 ~ -38 .38 .38 .38 .38 39 .0000 ~ .38 .38 .38 .38 .38 39 .2500 ~ .38 .38 .37 .37 .37 39 .5000 ~ .37 .37 .37 .37 .37 S/N: 321DOSA070C9 Paul I. CripE, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:55 Dace: 03/DD/YYYY Type .... Di verted Hydrograph Page 9.04 Name .... PO ND OUTLET Event: 2 yr File .... O: \2002\020350 \20200\calcs\drainage\ storm... Ty peII 24hr Tag: Dev 2 HYDROGRAPH ORDINATES (cf s) Time Output Time increment = .0500 hrs hrs ~ Time on left represents time for first value in each row. 39 .7500 ~ .37 .37 .37 .37 .37 40 .0000 ~ .37 .37 .37 .36 .36 40 .2500 ~ .36 .36 .36 .36 .36 40 .5000 ~ .36 .36 .36 .36 .36 40 .7500 ~ .36 .36 .36 .36 .36 41 .0000 ~ .35 .35 .35 .35 .35 41 .2500 ~ .35 .35 .35 .35 .35 41 .5000 .35 .35 .35 .35 .35 41 .7500 .35 .35 .34 .34 .34 42 .0000 ~ .34 .34 .34 .34 .34 42 .2500 ~ .34 .34 .34 .34 .34 42 .5000 ~ .34 .34 .34 .34 .34 42 .7500 ~ .33 .33 .33 .33 .33 43 .0000 ~ .33 .33 .33 .33 .33 43 .2500 .33 .33 .33 .33 .33 43 .5000 ~ .33 .33 .33 .33 .32 43 .7500 ~ .32 .32 .32 .32 .32 44 .0000 ~ .32 .32 .32 .32 .32 44 .2500 ~ .32 .32 .32 .32 .32 44 .5000 ~ .32 .32 .32 .31 .31 44 .7500 .31 .31 .31 .31 .31 45 .0000 ~ .31 .31 .31 .31 .31 45 .2500 ~ .31 .31 .31 .31 .31 45 .5000 ~ .31 .31 .30 .30 .30 45 .7500 ~ .30 .30 .30 .30 .30 46 .0000 ~ .30 .30 .30 .30 .30 46 .2500 ~ .30 .30 .30 .30 .30 46 .5000 ~ .30 .30 .30 .29 .29 46 .7500 ~ .29 .29 .29 .29 .29 47. 0000 .29 .29 .29 .29 .29 47. 2500 ~ .29 .29 .29 .29 .29 47. 5000 .29 .29 .29 .29 .28 47. 7500 ~ .28 .28 .28 .28 .28 48. 0000 ~ .28 .28 .28 ~.28 .28 48. 2500 ~ .28 .28 .28 ~ .28 .28 46. 5000 ~ .28 .28 .28 .28 .28 96. 7500 ~ .27 .27 .27 .27 .27 49. 0000 ~ .27 .27 .27 .27 .27 49. 2500 ~ .27 .27 .27 .27 .27 49. 5000 ~ .27 .27 .27 .27 .27 49. 7500 ~ .27 .27 .27 .26 .26 50. 0000 ~ .26 .26 .26 .26 .26 50. 2500 .26 .26 .26 .26 .26 50. 5000 ~ .26 .26 .26 .26 .26 50. 7500 ~ .26 .26 .26 .26 .26 51. 0000 ~ .26 .25 .28 .25 .25 51. 2500 ~ .25 .25 .25 .25 .25 S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPaCk Ver. 8.0058 Compute Time: 11:03:55 Date: 03/DD/YYYY t 1 1 ~~ Type .... Di verted Hydrograph Page 9.05 Name .... PO ND OUTLET Event: 2 yr File .... O: \2002\020350 \20200\calcs\drainage\ Stor m... Ty peII 24hr Tag: Dev 2 HYDROGRAPH ORDINATES (cf s) Time ~ Output Time increment = .0500 hrs hrs ~ Time on left represents time for first value in each row. 51 .5000 ~ .25 .25 .25 .25 .25 51 .7500 .25 .25 -25 .25 .25 52 .0000 ~ .25 .25 .25 .25 .25 52 .2500 ~ .25 .24 .24 .24 .24 52 .5000 ~ .24 .24 -29 .24 .24 52 .7500 ~ .24 .24 .29 .24 .24 53 .0000 ~ .24 .24 .24 .24 .24 53 .2500 ~ .24 .24 .29 .24 .24 53 .5000 ~ .24 .23 .23 .23 .23 53 .7500 ~ .23 .23 .23 .23 .23 54 .0000 ~ .23 .23 .23 .23 .23 54 .2500 ~ .23 .23 .23 .23 .23 54 .5000 .23 .23 .23 .23 .23 54 .7500 ~ .23 .23 .22 .22 .22 55 .0000 ~ .22 .22 .22 .22 .22 55 .2500 ~ .22 .22 .22 .22 .22 55 .5000 ~ .22 .22 .22 .22 .22 55 .7500 ~ .22 .22 .22 .22 .22 56 .0000 ~ .22 .22 .22 .22 .22 56 .2500 .21 .21 .21 .21 .21 56 .5000 ~ .21 .21 .21 .21 .21 56 .7500 ( .21 .21 .21 .21 .21 57 .0000 ~ .21 .21 .21 .21 .21 57 .2500 ~ .21 .21 .21 .21 .21 57 .5000 ~ .21 .21 .21 .21 .20 57 .7500 .20 .20 .20 .20 .20 58 .0000 .20 .20 .20 .20 .20 58 .2500 .20 .20 .20 .20 .20 58 .5000 ~ .20 .20 .20 .20 .20 58 .7500 .20 .20 .20 .20 .20 59 .0000 ~ .20 .20 .20 .20 .19 59 .2500 ~ .19 .19 .19 .19 .19 59 .5000 ~ .19 .19 .19 .19 .19 59 .7500 ~ .19 .19 .19 .19 .19 60 .0000 ~ .19 .19 .19 .19 .19 60 .2500 .19 .19 .19 .19 .19 60 .5000 ~ .19 .19 .19 .19 .19 60 .7500 ~ .19 .18 .18 .16 .18 61 .0000 ~ .18 .18 .18 .18 .18 61 .2500 ~ .18 .18 .18 .18 .18 61 .5000 ~ .18 .18 .18 .18 .18 61 .7500 ~ .18 .18 .18 .16 .18 62 .0000 ~ .18 -18 .18 .18 .18 62 .2500 ~ .18 .18 .18 .18 .18 62 .5000 ~ .17 .17 .17 .17 .17 62 .7500 ~ .17 .17 .17 .17 .17 63 .0000 ~ .17 .17 .17 .17 .17 S/N: 321DOSA070C9 Paul Z. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:55 Date: 03/DD/YYYY Type. ... Di verted Hydrograph Page 9.06 Name. ... PO ND OUTLET Event: 2 yr File . _.. O: \2002\020350\20200\cal cs\d rainage\ Storm ... Ty peII 24hr Tag: Dev 2 HYDROGRAPH ORDINATES (cf s) T ime Output Time increment = .0500 hrs h rs ~ Time on left represent s time for first value in each row. ' 63. 2500 ~ .17 . 17 .17 .17 .17 63. 5000 ~ .17 . 17 .17 .17 .17 63. 7500 ~ .17 . 17 .17 .17 .17 64. 0000 ~ .17 . 17 .17 .17 .17 64. 2500 ~ .17 . 16 .16 .16 .16 64. 5000 ~ .16 . 16 .16 .16 .16 64. 7500 ~ .16 . 16 .16 .16 .16 65. 0000 ~ .16 . 16 .16 .16 .16 65. 2500 ~ .16 . 16 .16 .16 .16 - 65. 5000 ~ .16 . 16 -16 .16 .16 65. 7500 ~ .16 . 16 .16 .16 .16 66. 0000 ~ .16 . 16 .16 .16 .15 66. 2500 ~ .15 . 15 .15 .15 .15 66. 5000 ~ .15 . 15 .15 .15 .15 66. 7500 ~ .15 . 15 .15 .1S .15 67. 0000 ~ .15 . 15 .15 .15 .15 ' 67. 2500 .15 . 15 .15 .15 .15 67. 5000 ~ .15 . 15 .15 .15 .15 67. 7500 ~ .15 . 15 .15 .15 .15 68. 0000 ~ .15 . IS .15 .15 .15 68. 2500 ~ .14 . 14 .14 .14 .14 ' 68. 5000 ~ .14 . 14 .14 .14 .14 68. 7500 ~ .14 . 14 .14 .14 .14 69. 0000 ~ .14 . 14 .14 .14 .14 69. 2500 ~ .14 . 14 .14 .14 .14 69. 5000 ~ .14 . 14 .14 .14 .14 69. 7500 ~ .14 . 14 .14 .14 .14 70. 0000 ~ .14 . 14 .14 .14 .14 70. 2500 ~ .14 . 14 .14 .13 .13 ' 70. 5000 ~ .13 . 13 .13 .13 .13 70. 7500 .13 . 13 .13 .13 .13 71. 0000 ~ .13 . 13 .13 .13 .13 ' 71. 71. 2500 ~ 5000 ~ .13 . .13 . 13 13 .13 .13 .13 .13 .13 .13 71. 7500 ~ .13 . 13 -13 .13 .13 72. 0000 ~ .13 . 13 .13 .13 .13 72. 2500 ~ .13 . 13 .13 .13 .13 72. 5000 .13 . 13 .13 .13 .13 ' 72. 7500 ~ .12 . 12 .12 .12 .12 73. 0000 ~ .12 . 12 .12 .12 .12 73. 2500 ~ .12 . 12 .12 .12 .12 73. 5000 ~ .12 . 12 .12 .12 .12 73. 7500 ~ .12 . 12 .12 .12 .12 74. 0000 ~ .12 . 12 .12 .12 .12 74. 2500 ~ .12 . 12 .12 .12 .12 74. 5000 ~ .12 . 12 .12 .12 .12 ' 74. 7500 ~ .12 . 12 .12 .12 .12 S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11: 03:SS Date: 03/DD/YYYY Type .... D iverted Hydrograph Page 9.07 Name .... P OND OUTLET Event: 2 yr File .... O :\2002\020350 \20200\calcs\d rainage\ Stor m..- T ypeII 24hr Tag: Dev 2 ' HYDROGRAPH ORDINATES (cfs) Time ~ Output Time increment = .0500 hrs hrs ~ Time on left represent s time for firstvalue in each row. 75 .0000 ~ .12 .12 .12 .12 .12 75 .2500 ~ .12 .11 .11 .11 .11 75 .5000 ~ .11 .11 .11 .11 .11 75 -7500 ~ .11 .11 .11 .11 .11 76 .0000 ~ .11 .11 .11 .11 .11 76 .2500 ~ .11 .11 .11 .11 .11 76 .5000 ~ .11 .11 .11 .11 .11 76 .7500 ~ .11 .11 .11 .11 .11 ' 77 .0000 ~ .11 .11 .11 .11 .11 77 .2500 ~ .11 .11 .11 .11 .11 77 .5000 ~ .11 .11 .11 .11 .11 77 .7500 .11 .11 .11 .11 .11 78 .0000 ~ .11 .10 .10 .10 .10 78 .2500 ~ .10 .10 .10 .10 .10 78 .5000 ~ .10 .10 .10 .10 .10 78 .7500 ~ .10 .10 .10 .10 .10 ' 79 .0000 ~ .10 .10 .10 .10 .10 79 .2500 ~ .10 .10 .10 .10 .10 79 .5000 ~ .10 .10 .10 .10 .10 79 .7500 ~ .10 .10 .10 .10 .10 80 .0000 ~ .10 .10 .10 .10 .10 ' 80 .2500 ~ .10 .10 .10 .10 .10 80 .5000 ~ .10 .10 .10 .10 .10 80 .7500 ~ .10 .10 .10 .10 .10 81 .0000 ~ .10 .10 .09 .09 .09 81 .2500 ~ .09 .09 .09 .09 .09 81 .5000 ~ .09 .09 .09 .09 .09 81 .7500 ~ .09 .09 .09 .09 .09 82 .0000 ~ .09 .09 .09 .09 .09 82 .2500 ~ .09 .09 .09 .09 .09 82 .5000 .09 .09 .09 .09 .09 82 .7500 ~ .09 .09 .09 .09 .09 83 83 .0000 ~ .2500 ~ .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 83 .5000 ~ .09 i .09 .09 .09 .09 83 .7500 .09 .09 .09 .09 .09 84 .0000 ~ .09 .09 .09 .09 .09 84 .2500 .09 .09 .09 .09 .09 84 .5000 ~ .08 .08 .08 .OB .08 84 .7500 I .08 .08 .08 .08 .08 85 .0000 ~ .OB .08 .OB .08 .OB 85 .2500 ~ .08 .OS .OB .OB .08 85 .5000 .08 .08 .08 .OB .08 85 .7500 ~ .OB .OB .08 .08 .08 86 .0000 ~ .OB .08 .OB .08 .OB 86 .2500 ~ .08 .OS .OB .OB .08 86 .5000 ~ .08 .08 .08 .OB .OS S/N: 321DOSA070C9 Paul Z. Cri pe, Inc. PondPack Ves. B.OOSB Compute Time: 11: 03:SS Date: 03/DD/YYYY ' Type .... Di verted Hydrograph - Page 9.08 Name .... PO ND OUTLET Event: 2 yr File .... 0 :\2002\020350\20200\cal cs\d rainage\ Stor m... Ty peII 24hr Tag: Dev 2 HYDROGRAPH ORDINATES (cfs) Time ~ Output Time increment = .0500 hrs hrs ~ Time on left represent s time for first value in each row. 86 .7500 ~ .08 . 08 .08 .08 .08 87 .0000 ~ .O8 . 08 .08 .O8 .08 87 .2500 ~ .08 . 08 .O8 .O8 .OB 87 .5000 ~ .O8 . 08 .OB .OB .08 87 .7500 ~ .OB . 08 .OB .OB .OB 88 .0000 ~ .OB . 08 .OB .OB .OB 88 .2500 ~ .OB . 07 .07 .07 .07 88 .5000 ~ .07 - . 07 .07 .07 .07 ' 88 .7500 ~ .07 . 07 .07 .07 .07 89 .0000 ~ .07 . 07 .07 .07 .07 89 .2500 .07 . 07 .07 .07 .07 89 .5000 ~ .07 . 07 .07 .07 .07 ' 89 .7500 .07 . 07 .07 .07 .07 90 .0000 ~ .07 . 07 .07 .07 .07 90 .2500 ~ .07 . 07 .07 .07 .07 90 .5000 ~ .07 . 07 .07 .07 .07 90 .7500 ~ .07 . 07 .07 .07 .07 91 .0000 ~ .07 . 07 .07 .07 .07 91 .2500 ~ .07 . 07 .07 .07 .07 91 .5000 ~ .07 . 07 .07 .07 .07 91 .7500 ~ .07 . 07 .07 .07 .07 ' 92 .0000 ~ .07 . 07 .07 .07 .07 92 .2500 ~ .07 . 07 .07 .07 .07 92 .5000 ~ .07 . 07 .07 .06 .06 92 .7500 ~ .06 . 06 -06 .06 .06 93 .0000 ~ .06 . 06 .06 .06 .06 93 .2500 .06 . 06 .06 .06 .06 93 .5000 ~ .06 . 06 .06 .06 .06 93 .7500 ~ .06 . 06 .06 .06 .06 94 .0000 ~ .06 . 06 .06 .06 .06 94 .2500 ~ .06 . 06 .06 .06 .06 94 .5000 ~ .06 . 06 .06 .06 .06 94 7500 ~ .06 . 06 .06 .06 .06 95 . .0000 ~ .06 . 06 .06 .06 .06 95 .2500 ~ .06 . 06 .06 .06 .06 95 .5000 ~ .06 . 06 .06 .06 .06 95 .7500 ~ .06 . 06 .06 .06 .06 96 .0000 ~ .06 . 06 .06 .06 .06 ' 96 .2500 ~ .06 . 06 .06 .06 .06 96 .5000 ~ .06 . 06 .06 .06 .06 96 .7500 .06 . 06 .06 .06 .06 97 .0000 ~ .06 . 06 .06 .06 .06 97 .2500 ~ .06 . 06 .06 .06 .06 97 .5000 .06 . 06 .06 .06 -. OS 97 .7500 .OS . OS .OS .OS .OS 98 .0000 ~ .06 . OB .OS .OS .OS 96 .2500 ~ .08 . OS -08 .06 .OS LJI S/N: 321DOSA070C9 Paul L Cxipe, Inc. PondPack Ver. 8.0058 Compute Time: ll: 03:SS Date: 03/DD/YYYY ' Type .... Di verted Hydrograph Page 9.09 Name .... PO ND OUTLET Event: 2 yr File .... O: \2002\020350 \20200\calcs\drainage\ Stor m... Ty peII 24hr Tag: Dev 2 HYDROGRAPH ORDINATES (cf s) Time ~ Output Time increm ent = .0500 hrs hrs ~ Time on left represents time for first value in each row. 98 .5000 ~ .OS .OS .OS .OS .O5 98 .7500 ~ .OS .OS .OS .OS .OS 99 .0000 ~ .OS .OS .OS .OS .OS 99 -2500 .OS .O5 .OS .OS .OS 99 .5000 .OS .OS .OS .OS .OS 99 .7500 ~ .OS .OS .OS .OS .O5 100 .0000 ~ .OS .OS .OS .OS .O5 100 .2500 ~ .OS .OS .O5 .OS .O5 100 .5000 ~ .OS .O5 .OS .OS .OS 100 .7500 ~ .OS .OS .OS .OS .OS 101 .0000 ~ .OS .OS .OS .OS .OS 101 .2500 ~ .OS .OS .OS .OS .OS 101 .5000 ~ .OS .OS .OS .O5 .O5 101 .7500 ~ .OS .OS .OS .OS .OS 102 .0000 ~ .OS .OS .OS .OS .OS 102 .2500 ~ .O5 .OS .OS .OS .OS 102 .5000 ~ .OS .OS .OS .OS .OS 102 .7500 ~ .OS .OS .O5 .OS .OS 103 .0000 ~ .OS .OS .OS .OS .OS 103 .2500 ~ .OS .OS .OS .OS .OS 103 .5000 ~ .OS .OS .OS .OS .OS 103 .7500 ~ .OS .OS .04 .04 .04 104 .0000 ~ .04 .04 .04 .04 .04 104 .2500 .04 .04 .04 .04 .04 104 .5000 ~ .04 .04 .04 .04 .04 ' 104 .7500 ~ .04 .04 .04 .04 -04 105 .0000 ~ .04 .04 .04 .04 .04 105 .2500 ~ .04 .04 .04 .04 .04 105 .5000 ~ .04 .04 .04 .04 .04 105 .7500 ~ .04 .04 .04 .04 .04 106 .0000 ~ .04 .04 .04 .04 .04 106 .2500 ~ .04 .04 .04 .04 .04 106 5000 ~ .04 .04 .04 .04 .04 ' 106 . .7500 ~ .04 .04 u S/N: 321DOSA070C9 Paul I. Gripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:SS Date: 03/DD/YYYY Type .... Diverted Hydrograph Page 9.10 Name. ... POND OUTLET Event: 1 0 yr File. -.. O: \2002\020350\20200\calcs\d rainage\ ' Storm ... TypeII 24hr Tag: Dev 10 DIVERTED HYDROGRAPH. .. HYG file = HYG ID = POND OUTLET HYG Tag = Dev 10 _ __________ ____________________ Peak Discharge = ____ 3.89 cfs Time to Peak 13. 8000 hrs = HYG Volume ____________________ 5 _____ .675 ac-ft __________ HYDROGRAPH ORDINATES (cfs) Time ~ Output Time increment = .0500 hrs hrs ~ Time on left represent s time for first value in each row. 6. 3500 ~ .00 .00 .00 .00 .00 6. 6000 ~ .00 .00 .00 .00 .00 6. 8500 ~ .00 .00 .00 .00 ,00 7. 1000 ~ .00 .00 .00 .Ol ,Ol 7 .3500 ~ .O1 .O1 .O1 .O1 .O1 7. 6000 ~ .O1 .O1 .O1 .O1 .O1 7. 8500 ~ .O1 .O1 .O1 .O1 .O1 8. 1000 ~ .O1 .O1 .02 .02 ,02 8. 3500 ~ .02 .02 .02 .02 .02 8. 6000 ~ .02 .02 .02 .03 .03 8 .8500 ~ .03 .03 .03 .03 .03 9 .1000 ~ .04 .04 .04 .04 .04 9. 3500 ~ .04 .04 .OS .OS .OS 9. 6000 ~ .OS .OS .OS .06 .06 ' 9. 8500 .06 .06 .07 .07 .07 10. 1000 ~ .07 .07 .OB .08 ,08 10 .3500 .09 .09 .09 .10 .10 10. 6000 ~ .10 .11 .11 .11 .12 10. 8500 .12 .13 .13 .14 .14 11. 1000 ~ .15 .16 .16 .17 .18 11. 3500 ~ .18 .19 .20 .21 .22 11. 11 6000 ~ .8500 ~ .24 . .45 25 .77 .28 1.18 .32 1.64 2 .37 .12 12 .1000 ~ 2.55 2 .85 3.06 3.21 3 .33 12. 3500 ~ 3.42 3 .49 3.56 3.60 3 .64 12. 6000 ~ 3.66 ~ 3. 69 3.71 3.73 3 .74 12. 8500 ~ 3.76 3. 77 3.79 3.80 3 .61 ' 13. 1000 3.82 3. 83 3.84 3.85 3 .85 13. 3500 ~ 3.86 3 .86 3.87 3.87 3 .88 13. 6000 ~ 3.88 3 .88 3.89 3.89 3 .89 13. 8500 ~ 3.89 3. 89 3.69 3.89 3 .89 14. 1000 ~ 3.89 3. 89 3.69 3.89 3 .88 14. 3500 3.88 3. 88 3.88 3.88 3 .87 CI S/N: 321DOSA070C9 Paul I. Cripe, InC. PondPack Vex. 8.0058 Compute Time: 11:03:88 Date: 03/DD/YYYY Type. ... Diverted Hydrograph Page 9 .11 Name. ... POND OUTLET Event: 10 yr File. ... O: \2002\020 350 \20200\calcs\dr ainage\ Storm ... TypeII 24h r Tag: Dev 10 HYDROGRAPH O RDINATE S (cf s) T ime ~ Output Time increme nt = .0500 h rs h rs ~ Time on left represents time f or first val ue in each r ow. 14. 6000 ~ 3 .87 3 .87 3. 86 3. 86 3. 86 14. 8500 ~ 3 .86 3 .85 3. 85 3. 89 3. 89 15. 1000 ~ 3 .84 3 .83 3. 83 3. 82 3. H2 15. 3500 ~ 3 .82 3 .81 3. 81 3. 80 3. 80 ' 15. 6000 3 .79 3 .79 3. 76 3. 77 3. 77 15. 8500 ~ 3 .76 3 .76 3. 75 3. 75 3. 74 16. 1000 ~ 3 .73 3 .73 3. 72 3. 71 3. 71 16. 3500 ~ 3 .70 3 .69 3. 69 3. 68 3. 67 ' 16. 6000 ~ 3 .67 3 .66 3. 65 3. 65 3. 64 16. 8500 ~ 3 .63 3 .63 3. 62 3. 61 3. 61 17. 1000 ~ 3 .60 3 .59 3. 58 3. 57 3. 56 17 3500 ~ 3 .55 3 .54 3. 53 3. 52 3. 51 . 17. 6000 ~ 3 .50 3 .49 3. 48 3. 47 3. 46 17. 8500 ~ 3 .95 3 .44 3. 43 3. 42 3. 41 18. 1000 ~ 3 .90 3 .39 3. 38 3. 37 3. 36 18. 3500 ~ 3 .35 3 .34 3. 33 3. 32 3. 31 18. 6000 ~ 3 .30 3 .29 3. 28 3. 27 3. 26 ' 18. 8500 ~ 3 .25 3 .24 3. 23 3. 22 3. 21 19. 1000 ~ 3 .20 3 .19 3. 18 3. 17 3. 16 19. 3500 ~ 3 .15 3 .14 3. 13 3 .12 3. 11 19. 6000 ~ 3 .10 3 .09 3. 08 3. 07 3. 06 19. 8500 ~ 3 .05 3 .04 3. 03 3 .02 3. 01 20. 1000 ~ 3 .00 2 .99 2. 96 2 .97 2. 95 20. 3500 ~ 2 .94 2 .93 2. 92 2 .91 2. 90 20. 6000 ~ 2 .89 2 .88 2. 87 2 .86 2. 85 ' 20. 8500 ~ 2 .84 2 .84 2. 83 2 .82 2. 81 21. 1000 ~ 2 .80 2 .79 2. 78 2 .77 2. 76 21. 3500 2 .75 2 .74 2. 73 2 .72 2. 71 21. 6000 ~ 2 .70 2 .69 2. 69 2 .68 2. 67 ' 21. 8500 ~ 2 .66 2 .65 2. 64 2 .63 2. 62 22. 1000 ~ 2 .61 2 .61 2. 60 2 .59 2. 58 22. 3500 2 .57 2 .56 2. 55 2 .55 2. 54 22. 6000 ~ 2 .53 2 .52 2. 51 2 .50 2. 50 22. 8500 ~ 2 .49 2 .46 2. 47 2 .46 2. 96 23. 1000 ~ 2 .45 2 .44 2. 43 2 .42 2. 92 23. 3500 ~ 2 .41 2 .40 2. 39 2 .39 2. 38 23. 6000 2 .37 2 .36 2. 35 2 .35 2. 34 23. 8500 2 .33 2 .32 2. 32 2 .31 2. 30 24. 1000 ~ 2 .29 2 .28 2. 27 2 .26 2. 24 24. 3500 ~ 2 .23 2 .22 2. 20 2 .19 2. 18 24. 6000 ~ 2 .17 2 .15 2. 14 2 .13 2. 11 29. 8500 ~ 2 .10 2 .09 2. 07 2 .06 2. 05 25. 1000 ~ 2 .09 2 .02 2. 01 2 .00 1. 99 25. 3500 ~ 1 .98 1 .96 1. 95 1 .94 1. 93 25. 6000 ~ 1 .92 1 .91 1. 89 1 .88 1. 87 25. 8500 ~ 1 .86 1 .85 1. 84 1 .83 1. 82 ' 26. 1000 ~ 1 .81 1 .80 1. 79 1 .79 1. 78 S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11: 03:SS Date: 03/DD/YYYY Type .... Di verted Hydrograph Page 9.12 Name .... PO ND OUTLET Event: 1 0 yr File .... O: \2002\0203 50\20200\cal cs\d rainage\ Stor m... Ty peII 24hr Tag: Dev 10 HYDROGRAPH ORDINATE S (cf s) Time ~ Output Time increme nt = .0500 hrs hrs ~ Time o n l eft represent s time f or first value in each row. 26 .3500 ~ 1. 77 1. 76 1. 75 1 .74 1 .73 26 .6000 1. 72 1. 71 1. 70 1 .69 1 .68 26 .8500 ~ 1. 68 1. 67 1. 66 1 .65 1 .64 27 .1000 1. 63 1. 62 1. 61 1 .61 1 .60 27 .3500 1. 59 1. 58 1. 57 1 .56 1 .56 27 .6000 ~ 1. 55 1. 54 1. 53 1 .52 1 .51 27 .8500 1. 51 1. 50 1. 49 1 .48 1 .47 . 28 .1000 ~ 1. 47 1. 46 1. 45 1 .44 1 .44 ~ 28 .3500 ~ 1. 43 1. 42 1. 41 1 .41 1 .40 28 .6000 1. 39 1. 38 1. 38 1 .37 1 .36 28 .8500 ~ 1. 35 1. 35 1. 34 1 .33 1 .33 29 .1000 ~ 1. 32 1. 31 1. 31 1 .30 1 .29 29 .3500 ~ 1. 28 1. 28 1. 27 1 .26 1 .26 29 .6000 ~ 1. 25 1. 24 1. 24 1 .23 1 .22 29 .8500 ~ 1. 22 1. 21 1. 21 1 .20 1 .19 30 .1000 ~ 1. 19 1. 18 1. 17 1 .17 1 .16 30 .3500 ~ 1. 16 1. 15 1. 14 1 .14 1 .13 30 .6000 ~ 1. 13 1. 12 1. 11 1 .11 1 .10 30 .8500 ~ 1. 10 1. 09 1. 08 1 .08 1 .07 31 .1000 ~ 1. 07 1. 06 1. 06 1. 05 1 .04 31 .3500 ~ 1. 04 1. 03 1. 03 1. 02 1 .02 31 .6000 ~ 1. 01 1. 01 1. 00 1. 00 .99 31 .8500 ~ . 99 . 96 . 98 . 97 .96 32 .1000 ~ . 96 . 95 . 95 . 94 .94 32 .3500 ~ . 93 . 93 . 92 . 92 .91 ' 32 .6000 ~ . 91 . 91 . 90 . 90 .89 32 .8500 ~ . 89 . 88 . 88 . 87 .87 33 .1000 ~ . 86 . 86 . 85 . 85 .84 33 .3500 ~ - 84 . 84 . 83 . 83 .82 ' 33 .6000 ~ . 82 . 81 . 81 . 81 .80 33 .8500 ~ . 80 . 79 . 79 . 78 .78 34 .1000 . 78 . 77 . 77 . 76 .76 34 34 .3500 .6000 ~ . . 76 74 . - . 75 73 . . 75 73 . . 74 72 .74 .72 34 .8500 ~ - 72 . 71 . 71 . 71 .70 35 .1000 ~ . 70 . 69 . 69 . 69 .68 35 .3500 ~ . 68 . 68 . 67 . 67 .67 35 .6000 ~ . 66 . 66 . 65 . 65 .65 35 .8500 ~ . 64 . 64 . 64 . 63 .63 36 .1000 ~ . 63 . 62 . 62 . 62 .61 36 .3500 ~ . 61 . 61 . 60 . 60 .60 .. 36 .6000 ~ - 60 . 59 . 59 . 59 .58 , 36 .8500 ~ . 58 . 58 . 57 . 57 .57 37 .1000 . 56 . 56 . 56 . 56 .55 37 .3500 . SS . 55 . 54 . 54 .54 37 .6000 ~ . 54 . 53 . 53 . 53 .52 37 .8500 ~ . 52 . 52 . 52 . 51 .51 r i ' S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:55 Date: 03/DD/YYYY ' Type .... D iverted Hydrograph Page 9.13 Name .... P OND OUTLET Event: 10 yr File .... O :\2002\020350 \20200\calcs\d rainage\ Stor m... T ypeII 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cf s) Time ~ Output Time increment = .0500 hrs hrs ~ Time on left represent s time for first value in each row. 38 .1000 ~ .51 .51 .80 .50 .50 38 .3500 ~ .49 .49 .49 .49 -46 38 .6000 ~ .48 .48 .48 .47 .47 38 .8500 ~ .47 .47 .46 .46 .46 ' 39 .1000 ~ . .46 .46 .45 .46 .45 39 .3500 ~ .44 .44 .49 .44 .44 39 .6000 ~ .43 .43 .43 .43 .43 . 39 .8500 .43 .43 .43 .43 .43 ' 40 .1000 ~ .43 .43 .93 .43 .43 40 .3500 .42 .92 .42 .42 .42 40 .6000 ~ .42 .42 .92 .42 .42 40 .8500 ~ .42 .42 .42 .42 .41 41 .1000 .41 .41 .91 .41 .41 41 .3500 .41 .41 .91 .41 .41 41 .6000 .41 .41 .41 .41 .40 41 .8500 ~ .40 .40 .40 .40 .90 42 .1000 .40 .40 .40 .40 .40 42 .3500 ~ .40 .40 -40 X40 .39 42 .6000 ~ .39 .39 .39 .39 .39 42 .8500 ~ .39 .39 .39 .39 .39 43 .1000 ~ .39 .39 .39 .39 .39 43 .3500 ~ .38 .38 .38 .38 .38 43 .6000 ~ .38 .38 .38 .38 .38 43 .8500 ~ .38 .38 .38 .38 .38 44 .1000 ~ .38 .37 .37 .37 .37 ' 44 .3500 ~ .37 .37 .37 .37 .37 44 .6000 ~ .37 .37 .37 .37 .37 44 .8500 ~ .37 .37 .36 .36 .36 45 .1000 ~ .36 .36 .36 .36 .36 ' 45 .3500 ~ .36 .36 .36 .36 .36 45 .6000 ~ .36 .36 .36 .36 .38 45 .8500 .36 .35 .36 .35 .38 46 .1000 ~ .35 .38 .35 .38 .35 46 .3500 ~ .36 .35 .35 .35 .35 46 .6000 ~ .35 .39 .34 .34 .34 96 .8500 ~ .34 .34 .34 .34 .34 47 .1000 ~ .34 .34 .34 .39 .34 97 .3500 ~ .34 .39 .34 .39 .33 ' 47 .6000 .33 .33 .33 .33 .33 47 .8500 ~ .33 .33 .33 .33 .33 48 .1000 .33 .33 .33 .33 .33 48 .3500 ~ .33 .33 .33 .32 .32 ' 48 .6000 ~ .32 .32 .32 .32 .32 48 .8500 ~ .32 .32 .32 .32 .32 49 .1000 .32 .32 .32 .32 .32 99 .3500 .32 .32 .31 .31 .31 ' 49 .6000 ~ .31 .31 .31 .31 .31 S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack ver. 8.0058 Compute Time: 11: 03:SS Date: 03/DD/YYYY Ll .J Type. ... Di verted Hydrograph Page 9.14 Name. ... PO ND OUTLET Event: 10 yr File. ... O: \2002\020350 \20200\calcs\drainage\ Storm ... Ty peII 24hr Tag: Dev 10 HYDROGRAPH ORDINA TES (cf s) T ime ~ Output Time increm ent = .0500 hrs h rs ~ Time on left represents time for first value in each row. 49. 8500 .31 .31 .31 .31 .31 50. 1000 i .31 .31 .31 .31 .31 50. 3500 ~ .31 .30 .30 .30 .30 50. 6000 ~ .30 -30 .30 .30 .30 50. 8500 ~ .30 .30 .30 .30 ~ .30 51. 1000 .30 .30 .30 .30 .30 51. 3500 .30 .30 .29 .29 .29 51. 6000 ~ .29 .29 .29 .29 .29 51. 8500 ~ .29 -29 .29 .29 .29 52. 1000 ~ .29 .29 .29 .29 .29 52. 3500 ~ .29 .29 -29 .28 .28 52. 6000 I .26 .26 -28 .28 .28 52. 8500 ~ .28 .28 .26 .28 .28 53. 1000 ~ .28 .28 .28 .28 .28 53. 3500 ~ .28 .28 .28 .26 .27 53. 6000 .27 .27 .27 .27 .27 53. 8500 ~ .27 .27 .27 .27 .27 54. 1000 ~ .27 .27 .27 .27 .27 54. 3500 ~ .27 .27 .27 .27 .27 54. 6000 ~ .27 .27 .26 .26 .26 54. 8500 ~ .26 .26 .26 -26 .26 55. 1000 ~ .26 .26 -26 .26 .26 55. 3500 ~ .26 .26 .26 .26 .26 55. 6000 ~ .26 .26 .26 .26 .26 55. 8500 ~ .25 .25 .25 .25 .25 56. 1000 ~ .25 .25 .25 .25 .25 56. 3500 .25 .25 .25 .25 .25 56. 6000 ~ .25 .25 .25 .25 .25 56. 8500 ~ .25 .25 .25 .25 .25 57. 1000 ~ .24 .24 .24 .24 .24 57. 3500 ~ .24 .24 .24 .24 .24 57. 6000 ~ .24 .24 -24 .29 .24 57. 8500 ~ .24 .24 .24 .24 .24 58. 1000 ~ .24 .24 .24 .24 .24 58. 3500 ~ .23 .23 .23 .23 .23 58. 6000 ~ .23 .23 .23 .23 .23 58. 8500 ~ .23 -23 .23 .23 .23 59. 1000 ~ .23 .23 .23 .23 .23 59. 3500 ~ .23 .23 .23 .23 .23 59. 6000 ~ .23 .23 .22 .22 .22 59. 8500 ~ .22 .22 .22 .22 .22 60. 1000 ~ .22 .22 .22 .22 .22 60. 3500 ~ .22 .22 .22 .22 .22 60. 6000 .22 .22 .22 .22 .22 60. 8500 .22 .22 .22 .22 .21 61. 1000 ~ .21 .21 .21 .21 .21 61. 3500 ~ .21 .21 .21 .21 .21 S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:55 Date: 03/DD/YYYY Type. ... Diverted Hydrog raph Page 9.15 Name. ... POND OUTLET Event: 10 yr - File. ... O: \2002\020350\20200\calcs\drainage\ Storm ... TypeII 24hr Tag: Dev 10 HYDROGRAPH ORDINA TES (cf s) Time ~ Output Time increm ent = .0500 hrs h rs ~ Time on left represents time for first value in each row. 61. 6000 ~ .21 . 21 .21 .21 .21 ' 61. 8500 ~ .21 .21 .21 .21 .21 62. 1000 ~ .21 . 21 .21 .21 .21 62. 3500 ~ .21 .21 .21 .20 .20 62. 6000 ~ .20 .20 .20 .20 .20 62. 8500 ~ .20 .20 .20 .20 .20 63. 1000 ~ .20 . 20 .20 .20 .20 63. 3500 ~ .20 .20 .20 .20 .20 63. 6000 ~ .20 .20 .20 -20 .20 63. 8500 ~ .20 .20 .20 .20 .19 64. 1000 ~ .19 .19 .19 .19 .19 , 64. 3500 ~ .19 .19 .19 .19 .19 , 64. 6000 ~ .19 .19 .19 .19 .19 64. 8500 ~ .19 .19 .19 .19 .19 65. 1000 ~ .19 . 19 .19 .19 .19 65. 3500 ~ .19 .19 .19 .19 .19 65. 6000 ~ .19 .18 .18 -18 .18 65. 8500 .18 .18 .18 .18 .18 66. 1000 ~ .18 .18 .18 .18 .18 66. 3500 ~ .18 .18 .18 .18 .18 66. 6000 ~ .18 .18 .18 .18 .18 66. 8500 ~ .18 .18 .18 .18 .18 67. 1000 ~ .18 .16 .18 .18 .17 67. 3500 ~ .17 .17 .17 .17 .17 67. 6000 ~ .17 .17 .17 .17 .17 67. 8500 ~ .17 .17 .17 '.17 .17 68. 1000 ~ .17 .17 .17 .17 .17 68. 3500 ~ .17 .17 .17 .17 .17 68. 6000 ~ .17 .17 .17 .17 .17 68 .8500 ~ .17 .17 .17 .17 .17 69 .1000 ~ .16 .16 .16 .16 .16 69. 3500 ~ .16 .16 .16 .16 .16 69. 6000 ~ .16 .16 .16 .16 .16 69 .8500 ~ .16 . 16 .16 .16 .16 70 .1000 ~ .16 .16 .16 .16 .16 70. 3500 ~ .16 .16 .16 .16 .16 70. 6000 ~ .16 .16 .16 .16 .16 70. 8500 ~ .16 . 16 .16 .15 .18 ' 71. 1000 ~ .15 . 15 .15 .18 .16 71. 3500 ~ .18 . 18 .16 .15 .15 71. 6000 ~ .15 . 15 .18 .15 .15 ~ 71. 8500 ~ .15 . 15 .15 .15 .15 ~ 72. 1000 ~ .15 . 15 .18 .16 .15 72. 3500 ~ .16 . 15 .15 .15 .16 72 .6000 ~ .15 . 16 .15 .15 .15 72 .8500 ~ .15 . 15 .15 .15 .19~ 73. 1000 ~ .19 . 14 .14 .14 .19 r 1 S/N: 321DOSA070C9 Paul I. Cripe, Inc. POndPack Ver. 8.0058 Compute Time: 11: 03:55 Date: 03/DD/YYYY Type .... D iverted Hydrograph Page 9.16 Name .... P OND OUTLET Event: 10 yr File -. ... O :\2002\020350 \20200\calcs\d rainage\ Stor m... T ypeIl 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cf s) Time ~ Output Time increment = .0500 hrs hrs ~ Time on left represent s time for first value in each row. 73 .3500 ~ .14 -14 .14 .14 .14 - 73 .6000 ~ .14 .14 .14 .14 -14 73 .8500 ~ .14 .14 .14 .14 -14 74 .1000 .14 .14 .14 .14 .14 74 .3500 ~ .14 .14 .14 .14 -14 74 .6000 ~ .14 .14 .14 .14 .14 74 .8500- ~ .14 .14 .14 .14 .14 75 .1000 ~ .14 .14 .13 .13 .13 75 .3500 ~ .13 .13 .13 .13 -13 75 .6000 ~ .13 .13 .13 .13 .13 75 .8500 ~ .13 .13 .13 .13 .13 ~ 76 .1000 ~ .13 .13 .13 .13 .13 76 .3500 .13 .13 .13 .13 .13 76 .6000 ~ -13 .13 .13 -13 .13 76 .8500 ~ .13 .13 .13 .13 .13 77 .1000 ~ .13 .13 .13 .13 .13 77 .3500 ~ .13 .13 .13 .13 .12 77 .6000 ~ .12 .12 .12 .12 -12 77 .8500 ~ .12 .12 .12 .12 .12 ' 78 .1000 .12 .12 .12 .12 .12 76 .3500 .12 .12 .12 .12 .12 ' 78 .6000 ~ .12 .12 .12 .12 .12 78 .8500 ~ .12 .12 .12 .12 .12 79 .1000 ~ .12 .12 .12 .12 .12 79 .3500 ~ .12 .12 .12 .12 .12 79 .6000 ~ .12 .12 .12 .12 .12 ~ 79 .8500 ~ .12 .12 .12 .12 .12 80 .1000 ~ -11 .11 .11 .11 .11 80 .3500 ~ .11 .11 .11 .11 .11 80 .6000 ~ .11 .11 .11 .11 .11 80 .8500 ~ .11 .11 .11 .11 .11 81 .1000 ~ .11 .11 .11 .11 .11 81 .3500 ~ .11 .11 .11 .11 .11 ' 81 .6000 ~ .11 .11 .11 .11 .11 81 .8500 .11 .11 .11 .11 .11 82 .1000 ~ .11 .11 .11 .11 .11 82 .3500 ~ .11 .11 .11 .11 .11 , 82 .6000 ~ .11 .11 .11 .11 .11 ' 82 .6500 ~ .10 .10 .10 .10 .10 ~- 83 .1000 .10 .10 .10 .10 .10 83 .3500 ~ .10 .10 .10 .10 .10 83 .6000 ~ .10 .10 .10 .10 .10 83 .8500 ~ .10 .10 .10 .10 .10 84 .1000 .10 -10 .10 .10 .10 64 .3500 ~ .10 .10 .10 .10 .10 , 84 .6000 ~ .10 .10 .10 .10 .10 ' 84 .8500 ~ .10 .10 .10 .10 .10 t S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11: 03:SS Date: 03/DD/YYYY Type. ... Di verted Hydrograph Page 9.17 Name. ... PO ND OUTLET Event: 10 yr File. ... 0: \2002\020350\20200\ca lcs\drainage\ Storm ... Ty peII 24hr Tag: Dev 10 HYDROG RAPH ORDINATES (cf s) Time ~ Output Time increment = .0500 hrs hrs ~ Time on left repr esent s time for first value in each row. ____ 85. _____I 1000 ~ _____________________ .10 _____ .10 ___________ .10 ____________ .10 _______ ______ .10 85. 3500 ~ .10 .10 .10 .10 .10 85. 6000 ~ .10 .10 .10 .10 .10 85. 8500 ~ .10 .09 .09 -09 .09 ' 86. 1000 ~ .09 .09 .09 .09 .09 86. 3500 ~ .09 .09 .09 .09 .09 86. 6000 ~ .09 .09 .09 .09 .09 86. 8500 ~ .09 .09 .09 .09 .09 87. 1000 ~ .09 .09 .09 .09 .09 87. 3500 ~ .09 .09 .09 .09 -09 67. 6000 ~ .09 .09 .09 .09 .09 87 6500 ~ .09 .09 .09 .09 .09 . 68. 1000 ~ .09 .09 .09 .09 .09 88. 3500 ~ .09 .09 .09 .09 -09 66. 6000 ~ .09 .09 .09 .09 .09 66. 6500 ~ .09 .09 .09 .09 .09 69 .1000 ~ .09 .09 .09 .09 .OB 89 .3500 ~ .OB .OB .OS .08 .OB 89 .6000 ~ .OB .OB .08 .08 .OB 89 .6500 ~ .OB .OB .08 .08 .08 90 .1000 ~ .OB .OB .08 -OB .08 ' 90 .3500 ~ .OS .OB .08 .08 .08 90 .6000 ~ .08 .OB .08 .08 .08 90 .8500 ~ .08 .08 .08 .OB .OB 91 .1000 ~ .08 .OS .08 .OB .08 91 .3500 ~ .08 .08 .08 .OB .08 91 .6000 ~ .08 .08 .O8 .08 -OB 91 .8500 ~ -08 .08 .OB .08 .OB 92 92 .1000 .3500 ~ .08 ~ .OB .08 .OB .OB .OB .08 .08 .08 .08 92 .6000 ~ .08 .OB .OB -08 .08 92 .6500 ~ .08 -OB .08 .OB .OB 93 .1000 ~ .07 .07 .07 .07 .07 93 .3500 ~ .07 .07 .07 .07 .07 93 -6000 ~ .07 .07 .07 .07 .07 93 .8500 ~ .07 .07 .07 .07 .07 94 .1000 ~ .07 .07 -07 .07 .07 . 94 .3500 ~ .07 .07 .07 .07 .07 ' 94 .6000 ~ .07 .07 .07 .07 .07 94 .8500 ~ .07 .07 .07 .07 .07 95 .1000 ~ .07 .07 .07 .07 .07 95 .3500 ~ .07 .07 .07 .07 .07 95 .6000 .07 .07 .07 .07 .07 95 .8500 ~ .07 .07 .07 .07 .07 96 .1000 ~ .07 .07 -07 .07 .07 96 .3500 ~ .07 .07 .07 .07 .07 96 .6000 ~ .07 -07 .07 .07 .07 S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:55 Date: 03/DD/YYYY C 1 '~ Type. ... Di verted Hydrograph Page 9.18 Name. ... PO ND OUTLET Event: 10 yr File. ... 0: \2002\020350\20200\calcs\d rainage\ Storm .... Ty peIZ 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cf s) T ime ~ Output Time increment = .0500 hrs h rs ~ Time on left represent s time for first value in each row. ____ 96. _____I 8500 ~ _______________ .07 .07 .07 .07 .07 97. 1000 .07 .07 .07 .07 .07 97. 3500 ~ .07 .07 .06 .06 -06 97. 6000 .06 .06 .06 .06 .06 97. 8500 ~ .06 .06 .06 .06 .06 98. 1000 ~ .06 .06 .06 .06 .06 98. 3500 ~ .06 .06 .06 .06 .06 98. 6000 ~ .06 .06 .06 .06 .06 98. 8500 ~ .06 .06 .06 .06 .06 99. 1000 ~ .06 .06 -06 .06 .06 99. 3500 ~ .06 .06 .06 .06 .06 99. 6000 .06 .06 .06 .06 .06 99. 8500 ~ .06 .06 -06 .06 .06 100. 1000 ~ .06 .06 .06 .06 .06 100. 3500 .06 .06 .06 .06 .06 100. 6000 .06 .06 .06 .06 .06 100. 8500 ~ .06 .06 .06 .06 .06 101. 1000 .06 .06 .06 .06 .06 101. 3500 ~ .06 .06 .06 .06 .06 101. 6000 ~ .06 .06 .06 .06 .06 101. 8500 ~ -06 .06 .06 .06 .06 102. 1000 ( .06 .06 .06 .06 .06 102. 3500 ~ .06 .06 .06 .06 .OS 102. 6000 ~ .OS .06 .06 .OS .06 102. 8500 ~ .06 .OS .06 .OS .OS 103. 1000 ~ .OS .06 .OS -OS .OS 103. 3500 ~ .06 .OS .OS .OS .OS 103. 6000 .06 .06 .OS .OS .OS 103. 8500 ~ .OS .OS .06 .OS .OS 104. 1000 ~ .OS .06 .OS .OS .OS 104. 3500 .06 .OS .06 .OS .OS 104. 6000 ~ .OS .OS .OS .OS .OS 104. 8500 ~ .OS .06 .OS .OS .OS 105. 1000 ~ .OS .06 .OS .OS .OS ' S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:SS Date: 03/DD/YYYY ' Type. ... Diverted Hydrograph Page 9.19 Name. ... POND OUTLET Even t: 10 0 yr File. ... O: \2002\020350\20200\calcs\d rainage\ Storm ... TypeII 24hr Tag: Dev100 ' DIVERTED HYDROGRAPH... HYG file = HYG ID = POND OUTLET HYG Tag = Dev100 _________________________ Peak Discharge = __________ 5.95 cfs Time to Peak = 13. 7000 hrs ' HYG Volume 8 .867 ac_ft HYDROGRAPH ORDINATES (cfs) ' T ime ~ Output Time increment = .0500 hrs h rs ~ Time on left represent s time for first value in each row. 4. 9500 .00 .00 .00 .00 .00 ' 5. 2000 .00 .00 .00 .00 .00 5. 4500 ~ .00 .00 .00 .00 .00 5. 7000 .00 .O1 .O1 .O1 .O1 5. 9500 ~ .O1 .O1 .O1 .O1 .O1 6. 2000 ~ .O1 .O1 .O1 .O1 .O1 ' 6. 4500 .O1 .O1 .02 .02 .02 6. 7000 ~ .02 .02 .02 .02 .02 6. 9500 ~ .02 .02 .03 .03 .03 7. 2000 ~ .03 .03 .03 .03 -03 ' 7. 4500 ~ .04 .04 .04 .04 .04 7. 7000 ~ .04 .04 .OS .OS .OS 7. 9500 ~ .OS .OS .OS .06 .06 8. 2000 ~ .06 .06 .06 .06 .07 ' 8. 4500 ~ .07 .07 .07 .OB .OB 6. 7000 ~ .08 .08 .08 -09 .09 8. 9500 ~ .09 .10 .10 .10 .11 9. 2000 ~ .11 .11 .12 .12 .12 ' 9. 4500 ~ .13 .13 .13 .14 .14 9. 7000 .14 .15 .15 .15 .16 9: 9500 ~ .16 .17 .17 .18 .18 10. 2000 ~ .19 .19 .20 .20 .21 ' 10. 4500 ~ .21 .22 .23 .23 .24 10. 7000 ~ .25 .25 .26 .27 .28 10. 9500 ~ .29 .30 .31 .32 .33 11. 2000 ~ .34 .35 .36 .38 .39 11. 4500 ~ .41 .42 .46 .53 .63 ' 11. 7000 ~ .77 .97 1.24 1 .60 2 .12 11. 9500 ~ 2.85 3.64 4.19 4 .64 4 .95 12. 2000 5.14 5.27 5.37 5 .45 5 .52 12. 4500 ~ 5.57 5.62 5.66 5 .69 5 .72 ' 12. 7000 ~ 5.74 5.77 5.79 5 .81 5 .82 12. 9500 ~ 5.84 5.85 5.66 5 .88 5 .89 S/N: 321DOSA070C9 Paul I. Gripe, Inc. PondPaCk Ver. 8.0058 Compute Time: 11:03:55 Date: 03/DD/YYYY ' Type .... Diverted Hydrograph Page 9.20 Name. ... POND OUTLET Event: 10 0 yr File. ... O: \2002\020 350 \20200\calcs\d rainage \ Stor m... TypeII 24h r Tag: Dev100 ' HYDROGRAPH ORDINAT ES (cf s) Time ~ Output Time increm ent = .0500 hrs hrs ~ Time on left represent s time for first va lue in each row. 13. 2000 ~ 5 .90 5 .90 5 .91 5 .92 5 .92 13. 4500 ~ 5 .93 5 .93 5 .94 5 .94 5 .94 13. 7000 ~ 5 .95 5 .95 5 .95 5 .95 5 .95 13. 9500 5 .95 5 .95 5 .94 5 .94 5 .94 ' 14. 2000 5 .94 5 .93 5 .93 5 .93 5 .92 14. 4500 ~ 5 .92 5 .92 5 .91 5 .91 5 .90 14 .7000 ~ 5 .90 5 .89 5 .89 5 .86 5 .88 14. 9500 ~ 5 .67 5 .87 5 .86 5 .86 5 .85 ' 15. 2000 ~ 5 .84 5 .64 5 .83 5 .82 5 .82 15. 4500 5 .81 5 .80 5 .80 5 .79 5 .78 15. 7000 5 .77 5 .77 5 .76 5 .75 5 .74 ' 15. 16. 9500 ~ 2000 ~ 5 5 .73 .69 5 5 .72 .68 5 5 .72 .67 5 5 .71 .66 5 5 .70 .65 16. 4500 ~ 5 .64 5 .63 5 .62 5 .61 5 .61 16. 7000 ~ 5 .60 5 .59 5 .56 5 .57 5 .56 16. 9500 5 .55 5 .54 5 .53 5 .52 5 .51 ' 17. 2000 ~ 5 .50 5 .49 5 .48 5 .47 5 .46 17. 4500 ~ 5 .45 5 .44 5 .43 5 .42 5 .41 17. 7000 ~ 5 .40 5 .39 5 .38 5 .37 5 .36 17 .9500 ~ 5 .35 5 .34 5 .33 5 .32 5 .31 18. 2000 ~ 5 .30 5 .29 5 .28 5 .27 5 .26 ' 18 .4500 ~ 5 ,25 5 .24 5 .23 5 .22 5 .21 18. 7000 ~ 5 .20 5. 19 5 .18 5 .17 5 .16 16. 9500 ~ 5 .14 5. 13 5 .12 5 .11 5 .10 19. 2000 ~ 5 ,09 5. 08 5 .07 5 .06 5 .05 ' 19. 4500 ~ 5 ,04 5 .03 5 .02 5 .00 4 .99 19. 7000 4 .96 4 .97 4 .96 4 .95 4 .94 19. 9500 ~ 4 .93 4 .92 4 .91 4 .69 4 .88 ' 20 20. .2000 ~ 4500 ~ 4 4 .87 ,81 4 4 .86 .80 4 4 .85 .78 4 4 .84 .77 4 4 .82 .76 20. 7000 ~ 4 .75 4. 73 4 .72 4 .71 4 .70 20. 9500 ~ 4 .68 4. 67 4 .66 4 .65 4 .63 21. 2000 ~ 4 .62 4. 61 4 .60 4 .58 4 .57 21. 4500 ~ 4 .56 9. 55 4 .53 4 .52 4 .51 ' 21. 7000 ~ 4 .50 4. 49 4 .97 4 .46 4 .45 21. 9500 ~ 4 .44 4. 43 4 .42 4 .40 4 .39 22. 2000 ~ 4 .36 4 .37 4 .36 4 .35 4 .33 22. 4500 ~ 4 .32 4. 31 4 .30 4 .29 4 .28 22. 7000 ~ 4 .27 4. 26 4 .24 4 .23 4 .22 22. 9500 ~ 4 .21 4. 20 4 .19 4 .16 4 .17 23. 2000 ~ 4 .16 4. 14 4 .13 4 .12 4 .11 23. 4500 ~ 4 .10 4. 09 4 .08 4 .07 4 .06 ' 23. 7000 ~ 4 .05 4. 04 4 .03 4 .02 4 .01 23. 9500 ~ 4 .00 3. 98 3 .97 3 .96 3 .95 24. 2000 ~ 3 .93 3. 92 3 .90 3 .88 3 .67 24. 4500 3 .85 3. 83 3 .82 3 .80 3 .79 ' 24. 7000 ~ 3 .77 3. 75 3 .74 3 .72 3 .70 1 5/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11: 03:SS Date: 03/DD/YYYY u LJ 1 L Type .... Di verted Hydrograph Page 9.21 Name .... PO ND OUTLET Event: 10 0 yr File .... O: \2002\0203 50 \20200\calcs\d rainage \ Stor m... Ty peII 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cf s) Time ~ Output Time increm ent = .0500 hrs h rs ~ Time on left represent s time for first va lue in each row. 24 .9500 3. 69 3 .67 3 .66 3 64 3 .62 25 .2000 3. 61 3 .59 3 .57 3 .55 3 .53 25 .4500 3. 51 3 .49 3 .46 3 .44 3 .42 25 .7000 ~ 3. 40 3 .38 3 .36 3 .34 3 .32 25 .9500 ~ 3. 30 3 .28 3 .26 3 .24 3 .22 26 .2000 3. 20 3 .16 3 .16 3 .14 3 .12 26 .4500 3. 10 3 .09 3 .07 3 .05 3 .03 26 .7000 3. 01 2 .99 2 .98 2 .96 2 .94 26 .9500 2. 92 2 .90 2 .69 2 .87 2 .65 27 ~ .2000 2. 83 2 .62 2 .80 2 .78 2 .77 27 .4500 ~ 2. 75 2 .73 2 .72 2 .70 2 .68 27. 7000 ~ 2. 67 2 .65 ~ 2 .63 2 .62 2 .60 27 .9500 ~ 2. 59 2. 57 2 .56 2 .54 2 .52 28 .2000 2. 51 2. 49 2 .48 2 .46 2 .45 28 .4500 2. 43 2 .42 2 .40 2 .39 2 .38 28 .7000 ~ 2. 36 2 .35 2 .33 2 .32 2 .30 28 .9500 ~ 2. 29 2 .28 2 .26 2 .25 2 .24 29 .2000 ~ 2. 22 2 .21 2 .19 2 .18 2 .17 29 .4500 ~ 2. 16 2 .14 2 .13 2 .12 2 .10 29 .7000 ~ 2. 09 2 .08 2 .07 2 .05 2 .04 29 .9500 ( 2. 03 2 .02 2 .00 1 .99 1 .98 30 .2000 ~ 1. 97 1 .96 1 .94 1 .93 1 .92 30 .4500 ~ 1. 91 1 .90 1 .89 1 .88 1 .87 30 .7000 ~ 1. 66 1 .65 1 .84 1 .83 1 .82 30 .9500 ~ 1. 61 1 .60 1 .79 1 .78 1 .77 31 .2000 ~ 1. 76 1 .75 1 .74 1 .73 1 .72 31 .4500 ~ 1. 71 1 .70 1 .70 1 .69 1 .68 31 .7000 ~ 1. 67 1. 66 1 .65 1 .64 1 .63 31 .9500 1. 62 1. 62 1 .61 1 .60 1 .59 32 .2000 ~ 1. 58 1. 57 1 .57 1 .56 1 .55 32 .4500 ~ 1. 54 1. 53 1 .52 1 .52 1 .51 32 .7000 ~ 1. 50 1. 49 1 .48 1 .48 1 .47 32 .9500 ~ 1. 46 1. 45 1 .45 1 .44 1 .43 33 .2000 ~ 1. 92 1. 42 1 .41 1 .40 1 .39 33 .4500 ~ 1. 39 1. 38 1 .37 1 .36 1 .36 33 .7000 ~ 1. 35 1. 34 1 .34 1 .33 1 .32 33 .9500 ~ 1. 31 1 .31 1 .30 1 .29 1 .29 34 .2000 ~ 1. 28 1. 27 1 .27 1 .26 1 .25 34 .4500 ~ 1. 25 1. 24 1 .23 1 .23 1 .22 34 .7000 ~ 1. 21 1 .21 1 .20 1 .19 1 .19 34 .9500 ~ 1. 18 1 .18 1 .17 1 .16 1 .16 35 .2000 1. 15 1 .14 1 .14 1 .13 1 .13 35. 4500 ~ 1. 12 1. 11 1 .11 1 .10 1 .10 35. 7000 ~ 1. 09 1. 09 1 .08 1 .07 1 .07 35 .9500 ~ 1. 06 1. 06 1 .05 1 .05 1 .04 36 .2000 ~ 1. 04 1. 03 1 .02 1 .02 1 .01 36. 4500 ~ 1. 01 1. 00 1 .00 .99 .99 S/N: 321D0$A070C9 Paul I. Gripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:55 Date: 03/DD/YYYY ' Type .... Diverted Hydrograph Page 9.22 Name .... POND OUTLET Event: 100 yr File .... O :\2002\020350 \20200\calcs\d rainage\ Stor m... TypelI 24hr Tag: Dev100 ' HYDROGRAPH ORDINATES (cf s) Time ~ Output Time increment = .0500 hrs hrs ~ Time on left represent s time for first value in each row. 36 .7000 ~ .98 .98 .97 .97 .96 36 .9500 ~ .96 .95 .95 -94 .94 37 .2000 ~ .93 .93 .92 .92 .91 37 .4500 ~ .91 .90 .90 .89 .89 ' 37 .7000 ~ .86 .88 .87 .87 .86 37 .9500 ~ .66 .86 .85 .85 .84 38 .2000 ~ .64 .83 .83 .82 .82 38 .4500 .82 .61 .81 .BO .80 ' 36 .7000 ~ .79 .79 .79 .78 :78 38 .9500 ~ .77 .77 .76 .76 .76 39 .2000 ~ .75 .75 .74 .74 .74 39 .4500 ~ .73 .73 .73 .72 .72 ' 39 .7000 ~ .71 .71 .71 .70 .70 39 .9500 ~ .70 .69 .69 .68 .68 40 .2000 ~ .68 .67 .67 .67 .66 40 .4500 ~ .66 .66 .65 .65 .65 40 .7000 ~ .64 .64 .64 .63 .63 ' 40 .9500 .63 .62 .62 .62 .61 41 .2000 ~ .61 .61 .60 .60 .60 41 .4500 ~ .59 .59 .59 .58 .58 41 .7000 ~ .58 .57 .57 .57 .57 41 .9500 ' .56 .56 .56 .55 .55 42 .2000 ~ .55 .54 .54 .54 .54 42 .4500 ~ .53 .53 .53 .52 .52 42 .7000 ~ .52 .52 .51 .51 .51 42 .9500 ~ .51 .50 .50 .50 .50 43 .2000 ~ .49 .49 .49 .48 .48 43 .4500 ~ .48 .48 .47 .47 .47 43 43 .7000 ~ .9500 ~ .47 .45 .46 -.45 .46 .45 .46 .45 .46 .45 44 .2000 ~ .44 .44 .44 .44 .44 44 .4500 .43 .43 .43 .43 .43 44 .7000 ~ .43 .43 .43 .43 .43 ' 44 .9500 ~ .43 .43 .43 .43 .42 45 .2000 ~ .42 .42 .42 .42 .42 45 .4500 ~ .42 .42 .42 .42 .42 45 .7000 ~ .42 .42 .92 .41 .91 45 .9500 ~ .41 .41 .41 .41 .41 46 .2000 ~ .41 .41 .41 .41 .41 46 .4500 ( .41 .41 .41 .40 .40 46 .7000 ~ .40 .40 .40 .40 .40 ~ 46 .9500 ~ .40 .40 .40 .40 .40 ' 47 .2000 ~ .40 .40 .40 .39 .39 47 .4500 ' .39 .39 .39 .39 .39 47 .7000 .39 .39 .39 .39 .39 ' 47 48 .9500 .2000 ~ .39 .38 .39 .38 .39 .38 .39 .38 .38 .38 1 S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ve r. 8.0058 Compute Time: 11: 03:SS Date: 03/DD/YYYY +~ C C Type. ... D iverted Hydrograph Page 9.23 Name. ... PO ND OUTLET Even t: 100 yr File. ... O :\2002\020350 \20200\calcs\d rainage\ Storm .-. T ypeII 24hr Tag: Dev100 HYDROGRAPH ORDINATES (of s) T ime ~ Output Time increment = .0500 hrs h rs ~ Time on left represent s time for first value in each row. 46. 4500 .38 .36 .38 .38 .38 48. 7000 ~ .38 .38 .38 .38 .38 48. 9500 ~ .37 .37 .37 .37 .37 49. 2000 ~ .37 .37 .37 .37 .37 49. 4500 ~ .37 .37 .37 .37 .37 49. 7000 ~ .37 .36 .36 .36 .36 49. 9500 ~ .36 .36 .36 .36 .36 50. 2000 ~ .36 .36 .36 .36 .36 50. 4500 ~ .36 .36 .36 .35 .35 50. 7000 ~ .35 .35 .35 .35 .35 50. 9500 ~ .35 .35 .35 .35 .35 51. 2000 ~ .35 .35 .35 .35 .35 51. 4500 ~ .35 .34 .34 .34 .34 51. 7000 .34 .34 .34 .34 .34 51. 9500 ~ .34 .34 .34 .34 .34 52. 2000 ~ .34 .34 .34 .34 .33 52. 4500 ~ .33 .33 .33 .33 .33 52. 7000 ~ .33 .33 .33 .33 .33 52. 9500 ~ .33 .33 .33 .33 .33 53. 2000 ~ .33 .33 .32 .32 .32 53. 4500 ~ .32 .32 .32 .32 .32 53. 7000 ~ .32 .32 .32 .32 .32 53. 9500 ~ .32 .32 .32 .32 .32 54. 2000 .32 .31 .31 .31 .31 54. 4500 ~ .31 .31 .31 .31 .31 54. 7000 ~ .31 .31 .31 .31 .31 54. 9500 ' .31 .31 .31 .31 .31 55. 2000 ~ .31 .30 .30 .30 .30 55. 4500 ~ .30 .30 .30 .30 .30 55. 7000 .30 .30 .30 .30 .30 55. 9500 ~ .30 .30 .30 .30 .30 56. 2000 ~ .30 .29 .29 .29 .29 56. 4500 ~ .29 .29 .29 .29 .29 56. 7000 ~ .29 .29 .29 .29 .29 56. 9500 .29 .29 .29 .29 .29 57. 2000 ~ .29 .29 .28 .28 .28 57. 4500 ~ .28 .28 .28 .28 .28 57. 7000 ~ .28 .28 .28 .28 .26 57. 9500 ~ .28 .28 .28 .28 .28 58. 2000 ~ .28 .28 .28 .28 .27 58. 4500 ~ .27 .27 .27 .27 .27 56. 7000 .27 .27 .27 .27 .27 58. 9500 ~ .27 .27 .27 .27 .27 59. 2000 ~ .27 .27 .27 .27 .27 59. 4500 ~ .27 .26 .26 .26 .26 59. 7000 ~ .26 .26 .26 .26 .26 59. 9500 ~ .26 .26 .26 .26 .26 S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:55 Date: 03/DD/YYYY Type. ... Diverted Hydrograph Page 9.24 Name. ... POND OUTLET Event: 100 yr File. ... O: \2002\020350\20200\calcs\d rainage\ Storm ... TypeII 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time ( Output Time increment = .0500 hrs h rs ~ Time on l eft represent s time for first value in each row. 60. 2000 ~ .26 .26 .26 .26 .26 60. 4500 .26 .26 .26 .26 .26 60. 7000 .25 .25 .25 .25 .25 60. 9500 ~ .25 .25 .25 .25 .25 ' 61. 2000 ~ .25 .25 .25 .25 .25 61. 4500 ~ .25 .25 .25 .25 .25 61. 7000 ~ .25 .25 .25 .25 .24 61. 9500 ~ .24 .24 .24 .24 .24 62. 2000 ~ .24 .24 .24 .24 .24 62.. 4500 ~ .24 .24 .24 .24 .24 62. 7000 ~ .24 .24 .24 .24 .24 62. 9500 ~ .24 .24 .24 .24 .23 ' 63. 2000 ~ .23 .23 .23 .23 .23 63. 4500 ~ .23 .23 .23 .23 .23 63. 7000 .23 .23 .23 .23 .23 63. 9500 ~ .23 .23 .23 .23 .23 64. 2000 ~ .23 .23 .23 .23 .23 ' 64. 4500 ~ .23 .22 .22 .22 .22 64. 7000 .22 .22 .22 .22 .22 64. 9500 ~ .22 .22 .22 .22 .22 65. 2000 ~ .22 .22 .22 .22 .22 ' 65. 4500 .22 .22 .22 .22 .22 65 .7000 ~ .22 .22 .22 .21 .21 65. 9500 ~ .21 .21 .21 .21 .21 66 .2000 ~ .21 .21 .21 .21 .21 ' 66 .4500 ~ .21 .21 .21 .21 .21 66 .7000 ~ .21 .21 .21 .21 .21 66 .9500 ~ .21 .21 .21 .21 .21 ' 67. 67. 2000 4500 ~ ~ .21 .20 .21 .20 .20 .20 .20 .20 .20 .20 67. 7000 ~ .20 .20 .20 .20 .20 67. 9500 ~ .20 .20 .20 .20 .20 68. 2000 ~ .20 .20 .20 .20 .20 68. 4500 .20 .20 .20 .20 .20 ' 68. 7000 ~ .20 .20 .20 .19 -19 68. 9500 ~ .19 .19 .19 .19 .19 69. 2000 ~ .19 .19 -19 .19 .19 69. 4500 ~ .19 .19 .19 .19 .19 ' 69. 7000 .19 .19 .19 .19 .19 69. 9500 .19 .19 .19 .19 .19 70. 2000 ~ .19 .19 .19 .19 .19 70. 4500 ~ .18 .18 .18 .16 .18 70. 7000 .18 .18 .16 .16 .18 70. 9500 ~ .18 .18 .18 .16 .18 71. 2000 ~ .18 .18 .16 .18 .18 71. 4500 ~ .18 .18 .18 .18 .18 71. 7000 .18 .18 .18 .16 .18 S/N: 321DOSA070C9 Paul I. CYipe, Inc. PondPack Ver. 8.0058 Compute Time: 11: 03:55 Date: 03/DD/YYYY t u Type .... D iverted Hydrograph Page 9.25 Name .... P ONLJ OUTLET Event: 100 yr File .... 0 :\2002\020350 \20200\calcs\drainage\ Stor m... T ypeII 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cf s) Time ~ Output Time increment = .0500 hrs hrs ~ Time on left represents time for first value in each row. 71 .9500 ~ .18 .18 .18 .18 .17 72 .2000 ~ .17 .17 .17 .17 .17 72 .4500 ~ .17 .17 .17 .17 .17 72 .7000 ( .17 .17 .17 .17 .17 72 .9500 ~ .17 .17 .17 .17 .17 73 .2000 ~ .17 .17 .17 .17 .17 73 .4500 ~ .17 .17 .17 .17 .17 73 .7000 ~ .17 .17 .17 .17 .16 73 .9500 ~ .16 .16 .16 .16 .16 74 .2000 ~ .16 .16 .16 .16 .16 74 .4500 ~ .16 .16 .16 .16 .16 74 .7000 ~ .16 .16 .16 .16 .16 74 .9500 ~ .16 .16 .16 .16 .16 75 .2000 ~ .16 .16 .16 .16 .16 75 .4500 ~ .16 .16 .16 .16 .16 75 .7000 ~ .16 .16 .16 .15 .15 75 .9500 ~ .15 .15 .15 .15 .15 76 .2000 ~ .15 .15 .15 .15 .15 76 .4500 ~ .15 .15 .15 .15 .15 76 .7000 .15 .15 .15 .15 .15 76 .9500 ~ .15 .15 .15 .15 .15 77 .2000 ~ .15 .15 .15 .15 .15 77 .4500 ~ .15 .15 .15 .15 .15 77 .7000 ~ .15 .15 .15 .14 .14 77 .9500 ~ .14 .14 .14 .14 .14 78 .2000 .14 .14 .14 .14 .14 78 .4500 ~ .14 .14 .14 .14 .14 78 .7000 .14 .14 .14 .14 .14 78 .9500 ~ .14 .14 .14 .14 .14 79 .2000 ~ .14 .14 .14 .14 .14 79 .4500 ~ .14 .14 .14 .14 .14 79 .7000 ~ .14 .14 .14 .14 .14 79 .9500 ~ .14 .14 .13 .13 .13 80 .2000 ~ .13 .13 .13 .13 .13 80 .4500 .13 .13 .13 .13 .13 80 .7000 ~ .13 .13 .13 .13 .13 80 .9500 ~ .13 .13 .13 .13 .13 81 .2000 .13 .13 .13 .13 .13 81 .4500 ~ .13 .13 .13 .13 .13 81 .7000 ~ .13 .13 .13 .13 .13 81 .9500 ~ .13 .13 .13 .13 .13 82 .2000 ~ .13 .13 .13 .12 .12 82 .4500 ~ .12 .12 .12 .12 .12 82 .7000 .12 .12 .12 .12 .12 82 .9500 ~ .12 .12 .12 .12 .12 83 .2000 ~ .12 .12 .12 .12 .12 83 .4500 ~ .12 .12 .12 .12 .12 5/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPack Ver. 8.0058 Compute Time: 11:03:88 Date: 03/DD/YYYY 1 1_~ r Type .... D iverted Hydrograph Page 9.26 Name .... P OND OUTLET Event: 100 yr File .... O :\2002\020350\20200\calcs\d rainage\ Storm... T ypeII 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cf s) Time ~ Output Time increment = .0500 hrs hrs ~ Time on left represent s time for first value in each row. 83 .7000 ~ .12 .12 .12 .12 .12 83 .9500 ~ .12 .12 .12 .12 .12 84 .2000 .12 .12 .12 .12 .12 84 .4500 ~ .12 .12 -12 .12 .12 84 .7000 .12 .12 .12 .12 .11 84 .9500 .11 .11 .11 .11 .11 85 .2000 ~ .11 .11 .11 .11 .11 85 .4500 ~ .11 .11 .11 .11 .11 85 .7000 .11 .11 .11 .11 .11 85 .9500 .11 .11 .11 .11 .11 86 .2000 ~ .11 .11 .11 .11 .11 86 .4500 ~ .11 .11 .11 .11 .11 86 .7000 ~ .11 .11 .11 .11 .11 86 .9500 ~ .11 .11 .11 .11 .11 67 .2000 { .11 .11 .11 .11 .11 87 .4500 ~ .11 .11 .11 .11 .10 87 .7000 ~ .10 .10 .10 .10 .10 87 .9500 ~ .10 .10 .10 .10 .10 88 .2000 ~ .10 .10 .10 .10 .10 88 .4500 ~ .10 .10 .10 .10 .10 88 .7000 ~ .10 .10 .10 .10 .10 88 .9500 .10 .10 .10 .10 .10 89 .2000 .10 .10 .10 .10 .10 89 .4500 .10 .10 .10 .10 .10 89 .7000 ~ .10 .10 .10 .10 .10 89 .9500 ~ .10 .10 .10 .10 .10 90 .2000 ~ .10 .10 .10 .10 .10 90 .4500 ~ .10 .10 .10 .10 .10 90 .7000 ~ .09 .09 .09 .09 .09 90 .9500 ~ .09 .09 .09 .09 .09 91. 2000 .09 .09 .09 .09 .09 91. 4500 ~ .09 .09 .09 .09 .09 91. 7000 ~ .09 .09 .09 .09 .09 91. 9500 ~ .09 .09 .09 .09 .09 92. 2000 ~ .09 .09 .09 .09 .09 92. 4500 ~ .09 .09 .09 .09 .09 92. 7000 ~ .09 .09 .09 .09 .09 92. 9500 ~ .09 .09 .09 .09 .09 93. 2000 ~ .09 .09 .09 .09 .09 93. 4500 ~ .09 .09 .09 .09 .09 93. 7000 ~ .09 .09 .09 .09 .09 93. 9500 ~ .09 .09 .09 .08 .08 94. 2000 ~ .08 .08 .OB .08 .08 94. 4500 ~ .08 .08 .OB .OB .O8 94. 7000 .08 .08 .OB .OB .OB 94. 9500 .08 .08 .08 .08 .OB 95. 2000 ~ .OB .08 .08 -OB .OB 5/N: 321DOSA070C9 Paul I. Cripe, InC. PondPack Ver. 8.0058 Compute Time: 11:03:SS Date: 03/DD/YYYY 1 1 Type .... Diverted Hydrograph Page 9.27 Name .... POND OUTLET Event: 100 yr File .... 0: \2002\020350 \20200\calcs\d rainage\ Stor m... TypeII 29hr Tag: Dev100 HYDROGRAPH ORDINATES (cf s) Time ~ Output Time increment = .0500 hrs hrs ~ Time on left represent s time for first value in each row. --- 95 ----- .4500 ~ .O8 .08 .OB .OB .OB 95 .7000 ~ .OB .08 .OB .OB .08 95 .9500 ~ .08 .08 .OB .OB - .08 96 .2000 ~ .08 .O8 .OB .OB .08 96 .4500 ~ .08 .08 .OB .OB .08 96 .7000 ~ .08 .OB .OB .08 .08 96 .9500 .08 .OB .08 .OB .08 97 .2000 ~ .08 .OB .OB .OB .08 97 .4500 ~ .08 .OB .08 .OB .08 97 .7000 ~ .08 .OB .08 .OB .07 97 .9500 ~ .07 .07 .07 .07 .07 98 .2000 ~ .07 .07 .07 .07 .07 98 .4500 ~ .07 .07 .07 .07 .07 98 .7000 ~ .07 .07 .07 .07 .07 98 .9500 ~ .07 .07 .07 .07 .07 99 .2000 ~ .07 .07 .07 .07 .07 99 .4500 ~ .07 .07 .07 .07 .07 99 .7000 ~ .07 .07 .07 .07 .07 99 .9500 .07 .07 .07 .07 .07 100 .2000 ~ .07 .07 .07 .07 .07 100 .4500 .07 .07 .07 .07 .07 100 .7000 ~ .07 .07 .07 .07 .07 100 .9500 ~ .07 .07 .07 .07 .07 101 .2000 ~ .07 .07 .07 .07 .07 101 .4500 ~ .07 .07 .07 .07 .07 101 .7000 ~ .07 .07 .07 .07 .07 101 .9500 ~ .07 .07 .07 .07 .07 102 .2000 ~ .07 .06 .06 .06 .06 102 .4500 ~ .06 .06 .06 .06 .06 102 .7000 ~ .06 .06 .06 .06 .06 102 .9500 .06 .06 .06 .06 .06 103 .2000 ~ .06 .06 .06 .06 .06 103 .4500 .06 .06 .06 .06 .06 103 .7000 ~ .06 .06 .06 .06 .06 103 .9500 ~ .06 .06 .06 S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPaCk Ver. 8.0058 Compute Time: 11:03:SS Date: 03/DD/YYYY 1 Appendix A A-1 Index of Starting Page Numbers for ID Names _____ A _____ ALEXANDRIA... 2.01 , 3.01, 4.03, 4.04, 4.06, 4.07, 4.09, 4.10 _____ p _____ POND... 7.01 POND OUT Dev 2... 5.01, 6.01, 5.10, 6.10, 5.19, 6.19 Pond Outlet... 8.01, 6.03, 8.04, 9.01, 9.10, 9.19 _____ g _____ SUhIMER TRACE... 2.04, 3.02, 4.12, 4.13, 4.15, 4.16, 4.16, 4.19 _____ W _____ Watershed... 1.01 S/N: 321DOSA070C9 Paul I. Cripe, Inc. PondPaok Ver. 8.0058 Compute Time: 11:03 :SS Date: 03/DD/YYYY