HomeMy WebLinkAboutDrainage Design Report
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Drainage Design Report
for
Mike's Express Carwash
Store No. 35 - Michigan Rd.
CarmeL Indiana
Prepared for:
Mike's Express Carwash
10251 Hague Road
Indianapolis, IN 46256
January 10, 2008
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Chri~toRherWiserp,an, PE
INPIANAPE:{rO,S'04920
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Architects + Engineers
Solutions by Design Since 1937
7172 Graham Rood Indianapolis, Indiana 46250 Telephone 3178426777 Facsimile 317 841 4798
www.cripe.biz
PIC 070400-20000
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DRAINAGE REPORT FOR
Mike's Express Carwash
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TABLE OF CONTENTS .'
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1.0 Introduction ....... ............ ......... ..................... ..._............... .....................................2
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1.1 Project Description...... . .. . . . . . . .. . ... ... . .. . .. . . . . . . . .. ... ... ... . . . , .. -. . .. . . . . ...................2
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1.2 Verification Current Plan Meets Original Stormwater Management Report ........2
1.3 Water Quality Analysis.. .... .... ........... .... ... .... ........ ........ ..... .............. ....... .... ...... ,...2
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u 1.4 Conclusions.. .... .... ................ ...................... ........ ....................................... .........2
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A- Storm Pipe Analysis and Calculations
U 8- Water Quality Analysis and Calculations
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J 1.0 INTRODUCTION
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This report outlines the proposed stormwater management system designed to serve
Mike's Express Carwash in Weston Park on Michigan Road in Indianapolis, IN. This
report acts as a supplement to the previously approved Drainage Report for the Kite
Development of Weston Park.
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1.1 Project Description
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This project consists of the construction of a carwash with automatic wash area, and
vacuum stations. Currently the site is undeveloped. This site complies with the intent of
the previously approved Weston Park Stormwater Management Report.
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1.2 Verification Current Plan Meets Original Stormwater Management Report
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Cripe has designed the stormwater system for this lot with the intent of the Approved
Drainage Report for Weston Park. No stormwater detention has been delineated on
this lot due to the Regional detention basins south of this lot.
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1.3 Water Quality Analysis
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The stormwater treatment system for the Mike's Express Carwash construction project
consists of two swirl chambers. The BMPs will provide both water quality and quantity
performance based on the 1.01 acres of area associated with the project drainage
basin. This system complies with the design criteria presented in the current edition of
the Hamilton County Stormwater Manual.
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To achieve the 80% target removal rate of TSS from the stormwater runoff associated
with the proposed improvements, the swirl chamber BMP was selected to use on this
site. The benefits of this type of BMP are high pollutant removal rates and ease in
maintenance. Based on information provided by the County, this type of BMP provides
the following pollutant reductions when designed, constructed, and maintained properly:
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Pollutant
TSS
See Appendix B for water quality analysis.
1.4 Conclusions
Percent Reduction
80%
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This development's stormwater and detention requirements are met and comply with
the previously submitted Drainage Report approved by the county. The water quality
provided also meets the current requirements set forth by the county.
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APPENDIX A
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Storm Pipe Analysis and Calculations
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- -~'-I----~
Scenario: Base
Pipe Report
Label ~pstrearr bownstrean Upstrean1 Upstream Inle l.Jpstreart pstream Calculate <System Total Length i-:onstructe( Section Manning~ Full ~pstrealT Jownstrean Wpstrearr pownstrearr lIpstrearr Jownstrean Hydraulic Hydraulic Ioescription
Node Node Inlet Rational Inlet System CA Intensity System (ft) Slope Size n Capacity Invert Invert Ground Ground Cover Cover Grade Grade I
Area Coefficient CA (acres) (in/hr) Flaw (ftlfl) (ets) Elevation Elevation Elevation Elevation (ft) (ft) line in Line Out ~
(acres) (acres) (cIs) (ft) (ft) (ft) (ft) (ft) (fl)
713-EX-1 EX-11 713 000 0,65 0.00 000 0.00 0,00 14.03 0.005702 15 inch 0,013 4.88 887.49 88741 892.84 893,00 4..10 4,34 887.49 887.41
712-713 713 712 0,00 0,65 0,00 0.00 000 0.00 134.86 0002373 18 inch 0.013 5.12 887.41 887.09 893,00 893,00 4,09 4.41 887.41 887.09
710-711 711 710 0.02 0.85 0.02 0,02 6.12 0,10 45.93 0,005008 12 inch 0.013 2,52 889.04 888,81 896.40 893.25 6.36 3.44 889.20 889,19
709-710 710 709 0.19 0.68 0.13 0.15 l?Q3 0.89 89,95 0.005003 12 inch 0.013 2,52 888;71 888.26 893.25 892.88 3.54 3.62 889.12 88S,77
70S-709 709 708 0.19 0.68 0.13 0.28 5.94 1.65 70.00 0,005000 12 inch 0.013 2.52 888,16 887.81 892,88 892.95 3.72 4,14 88'8,75 888.45
707-708 708 707 0.04 0.85 0,03 031 5.88 1.83 29,98 0.005003 1 2 inch 0.013 2.52 887.71 88756 892.95 893,50 4.24 4.94 888.34 888.19 \
EX-12-70 707 EX-12 0.03 0.63 0,02 0,33 585 1,94 12.90 0.010078 12 inch 0.013 3.58 887.46 887.33 89350 892.90 5.04 4.57 888.05 8S7.86
704-705 705 704 0,16 0,61 0,10 0.10 6.12 0.60 89.95 0.004892 12 inch 0,013 2.49 888.89 888.45 892.85 892.85 2.96 3.40 889.22 888,99 ,
703-704 704 703 024 0.79 0,19 0.29 6.02 1.74 8795 0,005003 12 inch 0.013 2~52 888,35 88791 892.85 892.00 3.50 3,09 888 96 888,64
702-703 703 702 0.08 0,69 0.05 0.34 5.94 2.05 31 .49 0.005081 12 inch 0,013 2,54 887.81 887.65 892,00 892,75 319 4,10 888.51 888.39
ex-17-70. 702 EX-17 0.06 0.74 0.04 0.39 5.91 2,30 12.63 0,010293 12 inch 0.013 3,61 887,55 887.42 892.75 891.84 4.20 3.42 888.20 888,01
,
Tille: Tv'Iike'~ Carwash - Michig",n Road
0:\.. .\ca Ics\engr\storm\~tormcalcs_01 -07 -08,stm
01/09/08 01: 13:42 PM
Paull, Cripe, Inc;.
@ Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666
Project Engineer: S, Farny
StormCAD vS,5 [5,5003]
Page 1 of 1
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Scenario: Base
Combined Pipe\Node Report
Label Jpstrearr )ownstrean Length fJpstrean' Upstream Inle l.Jpstreart pi;;tream Calculate ~astream Inle Section Full Average Jpstrearr Downstrean I--onstructec pescription
Node Node (fl) Inlet Rational Inlet System CA ational Flo\\ Size Capacity Velocity Invert Invert Slope
Area Coefficient CA (acres) (cfs) (cfs) (ftJs) Elevation Elevation (flIfl)
(acres) (acres) (ft) (fl)
713-EX.1 EX.11 713 14.03 0.00 065 0.00 0.00 0.00 15 inch 4.88 000 887.49 887.41 0.005702
712-713 713 712 134.86 0.00 0.65 0.00 000 0.00 18 inch 5.12 0.00 887.41 887.09 0.002373
710-711 711 710 45.93 0.02 0.85 0.02 0.02 0.10 12 inch 2.52 1.58 889.04 888.61 0.005006
709-710 710 709 8995 019 0.68 0.13 0.15 0.60 12 inch 2.52 2.93 888.71 888.26 0.005003
708-709 709 708 70.00 019 066 0.13 0.28 0.80 12 inch 2.52 3.42 888.16 887.81 0.005000
707-708 708 707 29.98 0.04 0.85 0.03 0.31 0.21 12 inch 2.52 3.50 887.71 887.56 0.005003
EX-12-70 707 EX-12 12.90 003 063 0.02 0.33 0.12 12 Inch 3,58 4.64 887.46 887.33 0.010078
704-705 705 704 89.95 0.16 0.61 0,10 0.10 0.60 12 inch 2.49 2.61 888.89 888.45 0.004892
703-704 704 703 87.95 0.24 0.79 0.19 0.29 1.17 12 inch 2.52 3.46 888.35 887.91 0.005003
702-703 703 702 31.49 0.08 0.69 0.05 0.34 0.34 12 inch 2.54 3.60 887.81 887.65 0.005081
ex-17-70; 702 EX-17 12.63 0.06 0.74 0.04 0.39 0.27 12 inch 3.61 4.88 887.55 887.42 0.010293
Title: Mike's Carwash - Michi9an Road
0:\. ..\calcs\engr\storm\stormcalcs_ 01-07 -08.slm
01/09108 01'06:08 PM
Paull. Cripe, Inc.
@ Haestad Methods, Inc. 37 Brookside Road Waterbury. CT 06708 USA +1-203-755-1666
Project Engineer: S. Farny
StormCAD v5.5 [5.5003)
Page 1 of 1
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Scenario: Base
Inlet Report
label ~alculate( Ground Set Rim Rim Sump Area Inlet Inlet Time External External Additiona 6.dditiona Known Inlet Inlet pescription
Station Elevation Equal to Elevation Elevation (acres) C CA of CA Time of Flow Carryove Flow Location
(ft) (fl) Ground (fl) (f1) (acres! oncentratio (acres) ~oncentralio (cfs) (cfs) (cfs)
levation? (min) (min)
713 - 1 +35 893.00 true 893.00 887A1 0.00 0.65 0.00 5.00 0.00 0.00 0.00 0.00 0.00 Generic Default 1 ( In Sag
EX-11 1+49 892.84 true 892.84 887.49 0.00 0.65 0.00 5.00 0.00 0.00 0.00 0.00 0.00 Generic Default H In Sag
707 0+13 893.50 true 893.50 887 A6 0.03 0.63 0.02 5.00 0.00 0.00 0.00 0.00 000 Generic Default 1C In Sag
708 0+43 892.95 true 892.95 887.71 0.04 0.85 0.03 5.00 0.00 0.00 0.00 0.00 0.00 Generic Defaull1 In Sag
709 1+13 89288 true 892.88 888.16 0.1 9 0.68 0.13 5.00 0.00 0.00 0.00 0.00 0.00 Generic Defaull1C In Sag
710 2+03 89325 true 893.25 888.71 0.19 0,68 0.13 5.00 0.00 0.00 0.00 0.00 0.00 Generic Default 1 C In Sag
711 2+49 896.40 true 896.40 889.04 0.02 0.B5 0.02 5.00 0.00 0.00 0,00 0.00 000 Generic Default 1 C In Sag
702 0+13 892.75 true 892.75 887.55 0.06 0.74 0.04 5.00 000 0.00 0.00 0.00 0.00 Generic DeTault 1C In Sag
703 0+44 892.00 true 892.00 887.81 0.08 0.69 0.05 5.00 0.00 0.00 0.00 0.00 0.00 Generic Default 1 C In Sag
704 1+32 892.85 true 892.85 888.35 0.24 0.79 0.19 5.00 0.00 0.00 0.00 0.00 0.00 Generic Default 1 ( In Sag
705 2+22 892.85 true 892.85 888.89 0.16 0.61 0.10 5.00 000 0.00 0.00 0.00 0.00 Generic Default 1 ( In Sag
Title: Mike's CalWash - Michigan Road
0:\... \calcs\engr\stormlstDrmcalcs_ 01-07 -OB.stm
01/09/08 01:06:18 PM
Paull. Cripe, Inc.
@ Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666
Project Engineer: S. Farny
StormCAD \/5.5 [5.5003]
Page 1 of 1
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APPENDIX B
Water Quality Analysis and Calculations
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Job File: 0: \2007 \07 0 4 00\20000\ca1cs \Engr\Storm\AQUASvJIRI,SI ZING 01-07 -08 . PPW
Rain lC.ir: 0: \2007\070'100\20000\ca1cs\Engr\Sto:rm\ -
JOB TITLE
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Project Date: 1/7/2008
Project Engine _. S. Farcy
Projec~ Tit e: Mike's Carwash - EMP Sizing
Project Commen s:
070400-20000
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S!N: F21BD5A2E1C9
PondPack ver. 9.0046
Paul I. Cripe Ine
T irne: 10: 19 A~l
Date: 1/9/2008
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Table of Contents
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~able of Contents
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*********~***.*.********, MASTER SU{\1MARY **********************
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~latershed....... Maste,r Net.war!: Summary.............
1. 01
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* *'"k* * ** ** **-i",* '* '* '* *::\- DESIGN STOru~S SUMMARY * -),--l,--A--j.. *",1; * x *-),: * * -;'" *-.... 'k '~.:~:
Hamil ton County Design Storms ......................
2.01
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***** ************;1;;-****1 RAINFALL DATA ***********************
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Hamilton County 100 i
Synth~tic Cumulative Depth..... ....
3.01
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*"k ** ,* :i: * *"'***....""'.**'**~.* **'*, TC CALCULATIONS * * * "*',** * x t- * **** *' j; j;::/;; '* '* *
WQ NORTH....
Te Calcs
4 .01
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'NQ SOUTH....
Te Cales
4.03
********************** eN CALCULATIONS *********************
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WQ SOUTH........ Runoff CN-Area
5.02
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'NQ NORTH........ Runoff CN-Area
5.01
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Time: 10:19 AM
Date: 1/9/2008
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Type. .". ["laster Network Summary Page 1.01
Name. .... Watershed
File. ... 0: \2007\070400 \20000 \calcs \Engr\Storm\Jl.QUASWI RLSIZ ING_ 01- 0 7 ~ 08. PPW
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MASTEH DE:SIGN STORN SUMMARY
Network storm collection: Hamilton County
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Re,turn Event
Total
Depth
in
Rainfall
Type
RNF ID
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100
1.0000
Synthetic Curve
Hamilton County
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["''''.STER NETWORK SU",J}lARY
SCS Unit Hydrograph Method
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(*Node~outf~ll; +Node=Diversion;)
(Trun= HYG Trunca"Cion: Blank=None; L=Left; R=Rt; LR=Left&Rt)
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Max
Return HYG Vol Qpeak Qpeak Max WSEL Pond Storage
Node ID Type Event ae-ft Trun hrs cfs ft ae-ft
-~--------------- ---------- ~-------- --~----- -------- ----~--~-_...-
*STR 701 JeT 100 .028 11.8500 .14
*STR 706 JeT 100 .031 11.9500 .16
WQ NORTH ARSll. 100 .031 11.9500 .16
WQ SOUTH ARSl'. 100 .028 11.8500 .14
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SIN: r21B05A2E1C9
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Paul I. Cripe Ine
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Date: 1/9/2008
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Type.... Design Storms
Name.... Hamilton County
Page 2.01
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File. . .. 0: \2007 \070400\20000\calcs\EnQr\Storm\
Title... Project Date: 1/7/2008 -
Project Engineer: S. Farny
Project Title: M~ke's Carwash - BMP Sizing
Project Comments:
070400-20000
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DESIGN STORMS SUMMARY
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Design Storm File, ID ~ Halnilton County
Storm Tag Name
~ 100
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Data Type, File, ID ~
Storm Frequency
Total Rainfall Depth~
Duration Multip1iet ~
R~sulting Duration
Resulting Start Time~
Synthetic Storm
100 yi
1. 0000 in
1
24.0000 hrs
.0000 ,hrs Step=
Hamilton County
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1.2000 hrs End~ 24.0000 hrs
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S/N: ~21B05A2E1C9
PondPack Vel'. 9.0046
Paul I. Cripe Inc
Time: 10: 19 AM
Date: 1/912008
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Type.... Synthetic Cumulative Depth
Name.... Hamilton County Tag: 100
File.... 0: \2007\070400\20000\calcs\Engr\StDrm\
storm... Hamilton County 'Tag: 100
Page 3. 01
Ev'ent: 100 yr
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CUMULATIVE RP,INFALL DEPTHS (in)
Time Output Time increment = 1.2000 hrs
hrs 1 Time on left represents time for first value in each row.
---------1--------------------------------------------------------------
.0000 I . DODO .0100 .0300 .0400 .0600
6.0000 1 .0800 .1000 .1300 .1700 .2200
12,0000 1 .6400 .7800 .8400 .8700 .9000
18.0000 1 .9200 .9400 .9600 .9800 .9900
24.0000 1 1.0000
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SIN: F21BD5A2E1C9
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Paul I. Cripe Ine
Time: 10:19 AI";
Date: 1/9/2008
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Type.. .. Te Cales
Name. . .. WQ NORTH
Page 4.01
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File. . .. 0: \2007\D70400\20000\ca1cs\Engr\Storm\AQOASWIRLSIZING_Ol-07-08. PPW
...............................,.................. -..........,.............
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TIME OF CONCENTK~TION CALCU~ATOR
.................................... - -... - -....... -......................
...... ............................... -.... - - - -..... -......................
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Segment #1: Tc: User DeUned
Segment. lfl Time:
.0833 hrs
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Tota.l Tc;
.0833 hrs
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SiN: E'21B05A2E1C9
PondPaek Ver. 9.0046
Paul I. Cripe Ine
T lme: 10; 19 AM
Date: 1/9/2008
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Type. ._. Tc Calcs
Name. ... WQ NORTH
Page 4.02
File.... O:\2007\070400\20000\calcs\Engr\Storm\AQUASWIRLSIZING_Ol-07-0B.PPW
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Tc Equations used...
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User Defined ======~~~~~=~~~~~=====~~~~~~~~~=~~====================
Tc = Value entered by user
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Where: Tc = Time of concentration
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S!N: ?21B05A2EIC9
PondPack ver. 9.0046
Paul I. Cripe Inc
Time: 10: 19 AI~
Date: 1/9/2008
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Type.... Te Cales
Name.... WQ SOUTn
Page 4.03
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File. . .. 0: \ 2 007 \07 04 OO\20000\eales \Engr\storm\AQUASWIRLSIZING _ 01-07- 08. PPvl
........... . I........................... ._...............................
........... ....................... .-'..... 0"' .'.'..0.00'.......................
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TIME OF CONCENTRATION CALCULATOR
................ .'....... .-...............................................
..................................0".... .'.... ,",'............. 0'............
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Segment #1: Te: User Defined
Segment #1 Time:
.0833 hrs
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Total Te:
.0833 hrs
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SIN: F21B05A2ElC9
PondPack Ver. 9.0046
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Date: 1/9/2008
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Type.... Te Cales
Name.... WQ SOUTH
Page 4. 04
File.... O:\2007\070400\20000\eales\Eng::\Storm\AQUASWIRLSIZING_Ol-07-D8.PPW
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Te Equations used...
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Oser Defined ==================================~~~=================
Tc = Value entered by user
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Where: Tc = Time of concentration
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SIN: F21B05A2E1C9
pondpaek Ver. 9.0046
Paul I. Cripe Inc
Time: 10: 1.9 "'.M
Date: 119/2008
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Type.... Runoff eN-Area
Name.... WQ NORTH
Page 5.01
RUNOFF CURVE NUMBER DATA
File.... O:\2007\070400\20000\calcs\Engr\Storm\AQUASWIRLSIZING_01-07~08.PPW
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.............................................. L...........................
.............................................. L, .'.....................,...
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Area
Soil/Surface Description
CN
acre-s
Wa ter QuaJ..i ty Curve Number
97
COMPOSITE AREA "' VJEIGE~'l'ElJ CN --->
Impervious
Adjustment
%C %UC
.530
.530
Adjusted
CN
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97.00
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97.00 (97)
................................................... + 0.......................
. . . . . . . . . . . . . . . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '. . . . . . . . . . . . . . .
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SIN: F21B05A2EIC9
pondpack Ver. 9.0046
Paul I. Cripe Ine
Time: 10:19 AM
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Date: 1/9/2008
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Type.... Runoff eN-Area
Name.... WQ SOUTH
Page 5.02
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RUNOFF CURVE NUMBER DATA
File. ... O:\2007\070400\20000\calcs\Engr\Storm\AQUASWIRLSIZING_01-07-08.PPW
......................................................................... .
......................................................................... .
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]I.rea
acres
Soil/Surface Description
CN
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Water Quality Curve Number
97
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COHPOSITE AREA & WEIGHTED eN --->
............................................................................ .
.. ,..........,............. .'............ -...................................
97.00 (g7l
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SiN: F21B05A2Ele9
Pond Pack Ver. 9.0046
Paul I. Cripe Ine
Time: IO:lg }:,r<J
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Irnpervlous
Adjustment
%c 'we
.480
.480
}\djusted
eN
97.00
Date: 1/9/2008
Appendix A
Index of Starting Page Nu~bers for 10 Names
-----. H
Hamilton County... 2.01, 3.01
----- W -----
Watershed... 1.01
WQ NORTH. .. q. 01, 5. 01
WQ SOUTH. .. 4. 03, 5. 02
SiN: F21B05A2E1C9
PondPack Ver. 9.0046
Paul I. Cripe Ine
Time: 10:19 AM
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Date: 1/9/2008
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