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HomeMy WebLinkAboutHydraulic Report o D o D D D o D '0 CL o U D D _.> o o o o o HYDRAULIC REPORT Prepared For: W ALMAR T #4400-00 Zionsville, Indiana JOB.# W05.0481 PREPARED BY WEIHE ENGINEERS INe. 14 December 2005 . ***DRAINAGE ANALYSIS *** PRINTED 14 December 2005 1111 WEIHE ENGINEERS INC, 10505 North College Indianapolis, IN 46280 Ph. (317) 846-6611 Fax (317) 843-0546 jo'b 12/14/2005 H:\05\W050481 \W050481rpO 1121405\\32 -_."""'~.,. D o I o D D D D U U u_ D U U D D U U ( U U Table of Contents Prepared For: W ALMART #4400-00 Zionsville, Indiana JOB.# W05.0481 Date: 14 December 2005 Hydraulic Report (Narrative) Section 1 Location Map & Property Identification Section 2 Existing Conditions Section 3 Permissible Allowable Release Rate Summary ofHY-8 . . . .Discharges of Existing Storm Sewer Section 4 Proposed Conditions Section 5 Detention Analysis (Flood Routings) ICPR File & Flow Scenario Input + Simulation Data Basin Definition Node Definition Link Definition Section 6 -<-.'-, Output Section 7 Inserts Section 8 U D \ U U D U D U U 0:-- U U U D D U D i o U Hydraulic Report (Narrative) U D U U U o D D U o-~ U U D U D U D U U Prepared For: W ALMAR T #4400-00 Zionsville, Indiana JOB.# W05.0481 Date: 14 December 2005 Project Narrative: Wal-Mart Stores, Inc. is proposing a 'Super Center' 0.35 mile north of 106th Street, on the west side SR 421, Zionsville, Indiana. The existing and proposed facilities are on a site, north of the Andrade Industrial Park, located at a Latitude ofN39.940 and Longitude W86.240 . Located in Eagle Township, the proposed "Wal-Mart Site" is more specifically in the Southeast Quarter of Section 1, Township 17 North, and Range 2 East, Boone County Indiana, and also part pf the Southwest Quarter of Section 6, Township 17 North, and Range 3 East, Hamilton County Indiana. This report is an investigation relative to the retention/detention necessary on the tract; and the necessary storm drainage facilities from the underground detention necessary to convey drainage. The detention/retention for the proposed facilities includes two individual storm water management area depicted as SM-E and SM-W, located east and west of the building. Two proposed onsite watershed is on the tract, with some off site from the existing northem tract that drains. south and fronfth~ west. There is also minimum watershed from the southern parcel where there is a transition info the proposed "Wal-Mart Site", that will drain direct. Existing Conditions: The overall parcel of the proposed "Wal-Mart Site" has a net calculated acreage of22.74 Acres; of which approximately 19.12 Acres of the onsite watershed flows south to a twenty-four inch storm sewer. North of the proposed "Wal-Mart Site" is approximately 5.58 Acres offsite that drain south unto the "Wal-Mart Site". There is also minimum watershed, 0.43 acres, from the southern parcel where there is a transition into the proposed "Wal-Mart Site". o u ,- i. U U o D D U U dJ- D D U U D o D D U The existing onsite and offsite, totaling the watershed, is a combination of Crosby silt loam and a Brookston silty clay loam type soils, as determined from the Boone and Hamilton County Soil Survey. In the analysis, the type of soils is classified as a C & D type, consisting of meadow and brush/trees. A total watershed of25.13 Acres was analysis pre conditions to the capacity of the existing Twenty-four inch storm sewer. Storm Frequency Q-Exist 2 Year 10 Year 100 Year 9.196 cfs 20.458 cfs 50.024 cfs Based upon the Town of Zionsville and the Boone County, Indiana Stormwater Technical Standards Manual, 2004; the general release rates described in Chapter Six, Section B-1, the post developed release rate from the site is no greater than 0.3 cfs per acre of development for 0-10 year return interval storms and 0.5 cfs per acre of development for 11-100 year return interval storms. Based upon the above, the following resulted Storm Frequency Q-Permissable 2 Year 10 Year 100 Year 7.54 cfs 7.54 cfs 12.57 cfs Available field information and data for the upstream outlet storm sewer analysised the carrying capacity of the existing storm pipe. Based upon a HY-8 analysis; using starting tailwater at critical depth; resulted in a full flow condition of 7.15 cfs, to a HGL at the top of casting of 31 cfs. This summaries the existing discharges from the site as: Drainage Area 25.13 Acres 2 Year 10 Year 100 Year Existing 24 Hour Duration storm 9.196 cfs 20.45 cfs 50.02 cfs Permissable Discharges per Ordinance 7.54 cfs 7.54 cfs 12.57 cfs U D D D D D W D o LJ o U U U U o o o Proposed Conditions and Analysis of Detention Area The inflow hydro graphs utilized the SCS Hydrograph, with a Type II Distribution as developed by rCPR3. This developed (the Q2, QlO and the Q100 frequency storms), for a Twenty-four Hour Duration. The total acreage to the detention areas was 29.61 Acres, of which 5.58 Acres was considered offsite. The 0.43 Acre offsite parcel is direct to the southern manhole. Onsite was 22.74 Acres developed. An area of75 x 750 (1.29 acres) is added to take the drainage along the west property line and road southerly. The watersheds are split onsite; where the area in front of the building is to an underground detention (SM-E), while that portion from the front of the building west, is to the western underground detention (SM-W). The existing offsite from the north (5.58 Acres)) is proposed to SM-E. The drainage from the western road (1.29 Acres) is to the SM-W. Total acreage to the eastern storm water management area (SM-E) is 17.92 Acres, whiie the total acreage to the western storm water management area (SM- W) is 11.69 Acres. The existing direct acreage of 0.43Acres from the south will continue directly into the existing manhole, which has the capacity as determined by HY-8. This proposed storm water management areas would yield: Eastern Storm Water Management (SM-E) Chamber bottom 892.00 feet Depth 5.0 Feet Free Area Size 1.0 Acres 1 Inch 2 Year 10 Year 100 Year 5.0 Acre/feet 892:551 feet 893.746 feet 894.720 feet 896.978 feet' .' 0.621 cfs 2.507 cfs 3.435 cfs 6.157 cfs Western Storm Water Management (SM- W) Chamber bottom Depth 5.0 Feet Free Area Size 1 Inch 2 Year 10 Year 100 Year u 891.20 feet 0.70 Acres 3.5 Acre/feet 891.886 feet 893.201 feet 894.137 feet 896.181 feet 0.996 cfs 3.068 cfs 3.966 cfs 6.371 cfs D U U D D D D U D a- D D U U U D U ( o o Tabulation of Detention Area Computation from the two Storm Water Management, discharges a total from the site of: 2 Year 10 Year 100 Year 5.575 cfs 7.401 cfs 12.528 cfs Comparisons of flow at downstream outlet pipe. . . Q(IOO)Proposed < Q(lOO)Permissible~ Q(lO) Proposed < Q(lO) Permissible ~ Q(2) Proposed < Q(2) Permissible ~ 12.528 cfs < 7.401 cfs < 5.575 cfs < 12.57 cfs 7.54 cfs 7.54 cfs TAILWATER Tail water used in the routing was the critical depth of the existing 24 inch storm sewer. SUMMARY AND CONCLUSIONS Based upon the analysis of the overall watersheds to release rates specified in the Town of Zionsville and the Boone County, Indiana Stormwater Technical Standards Manual, 2004; drainage, the above tract adheres to the ordinance. -"- jo'b 12/14/05 H:\ w050491\w05491 rp 01121405\\ <;:0 D D tJ D D D D o D D-- D o o o o o o o o Location Map & Property Identification c::J C)" CJ CJ CJ c=J CJ CJ CJ q CJ C:=J CJ CJ c:::::J CJ c=]/" IC::J CJ Wal-Mart Zionsville, Indiana Omi 2 3 4 5 Copyright @ 1988~2002 Microsoft Corp, andlor its suppliers, All rights reserved, http://www.mlcrosoft.com/streets @ Copyright 2001 by Geographic Data Technology, Inc, All rights reserved, @ 2001 Navigation Technologies, All rights reserved, This data includes information taken with permission from Canadian authorities @ Her Majesty the Queen In Right of Canada, CJ c:::}- c::::::J c::::::J c::::::J c::=J .C::::::J c::::::::: c::::::J c::::::J c::::::::J c::::::J I Wal-Mart Zionsville, Indiana c::::::::: c::::::::: c:::::::J c::::J c:::::J-- \CJ c::::::J Omi 0.5 1.5 Copyrlght@ 1966-2002 Microsoft Corp. and/or its suppliers. All rights reserved. htlp://www.microsofl.com/streets . . . . . . @ Copyright 2001 by Geographic Data Technology, Inc. All rights reserved. @ 2001 Navigation Technologies. All rights reserved. This data Includes information taken with permission from Canadian authorltres @ Her Majesty the Queen In Right of Canada. D D D D D D D D D D." D D D U D D o i \ D D PROPERTY DESCRIPTION PARCEL B-2 CENTER POINTE CROSSING RETAIL CENTER Updated: 11.25.2005 Part of the West Half of Section 6, Township 17 North, Range 3 East ofthe Second Principal Meridian in Hamilton County, Indiana being more particularly described as follows: Commencing at the southwest corner of the Southwest Quarter of said Section 6; thence North 00 degrees 30 minutes 47 West (an assumed bearing) 1315.34 feet along the West Line of the Southwest Quarter of said Section 6 to the southwest corner of the 8.182 acre tract ofland described within Instrument Number 9555474 of the Hamilton County Recorder's Office and the POINT OF BEGINNING; thence continuing North 00 degrees 30 minutes 47 seconds West 699.73 feet along said West Line; thence North 85 degrees 00 minutes 44 seconds East, 340.87 feet to the western right-of-way line of U.S. 421 as described by Indiana Department of Transportation Project No. STP-135- 2(008), the following four (4) courses are along the western right-of-way line of said U.S. 421; 1) thence South 12 degrees 46 minutes 01 second East 157.70 feet; 2).thence South 14 degrees 12 minutes 47 seconds East 233.15 feet; 3) thence South 21 degrees 32 minutes 49 seconds East 330.14 feet; 4) South 18 degrees 07 minutes 12 seconds East 7.84 feet; thence South 86 degrees 21 minutes 13 seconds West 550.22 feet to the POINT OF BEGINNING, containing 303,903 square feet or 6.977 acres, more or less. \\S302\d\2005\645(Crosspointe Dev. US421 )\Descriptions & Exhibits 11.17.05\05.645.parce1.B-2.doc o o , I D D D D D U D D- D D D U D D o D U PROPERTY DESCRIPTION PARCEL B-1 CENTER POINTE CROSSING RETAIL CENTER Date: 11.17.2005 Part of the Southeast Quarter of Section I, Township 17 North, Range 2 East of the Second Principal Meridian in Boone County, Indiana being more particularly described as follows: Commencing at the southeast comer of the Southeast Quarter of said Section I; thence North 00 degrees 30 minutes 47 West (an assumed bearing) 22.34 feet along the east line of said quarter section to the southwest comer of the Southwest Quarter of Section 6, Township 17 North, Range 3 East; thence continuing North 00 degrees 30 minutes 47 West 1306.29 feet along said east line to the POINT OF BEGINNING; thence South 85 degrees 04 minutes 56 seconds West, 733.60 feet; thence North 00 degrees 29 minutes 17 seconds West, 17.23 feet to a non tangent curve to the right having a radius of 85.50 feet, the radius point of-which bears North 31 degrees 42 minutes 55 seconds East; thence northerly along said curve an arc distance of 172.49 feet to a point bearing North 32 degrees 41 seconds 28 minutes West from the radius point, thence North 00 degrees 29 minutes 17 seconds West, 529.40 feet to a point on the northern line of that parcel described in Deed Record 251, Page 97 of the Boone County Recorder's Office; thence North 85 degrees 02 minutes 14 seconds East, 733.34 feet along said northerly line to a point on aforesaid east line of the Southeast Quarter of Section 1; thence South 00 degrees 30 minutes 47 seconds East, 691.88 feet along said east line to the POINT OF BEGINNING, containing 509,823 square feet or 11.704 acres, more or less. o u D o D D D D D o D D U_ ~ ..~ D ..~ D D U U u Existing Conditions t D.."_. r ~ ~ ~. ~ Bs Brookston silty clay loam CrA Crosby silt loam o to 3 percent slopes WAL-MART Zionsville 12-12-05 - jO'b W'05.0481 SCALE: 1" = 3/4 mile 'D' Group 'c' Group PREPARED BY: ~ !~~~~~,~~o~!~28~ER~a~~.u (317) MII-BBll (800) 461Hl401l PRESIDENT' " . FAX: (317) 843-c1648 ClYIL ENGINEERS LIJlD SURVEYORS LAND P1ANIIEIlS LANDSCAPE AIlCIIlTECTS ~'-'~--':=---t=----==---==---t=--=---t:::::::=---==---==---==---==~---.::::=;--.::=J-'-"~, Site # 4400-00 Wal-Mart Supercenter Zionsville, IN ~ ~ ~ .~ 9 !l ~ "<: ~ .~ ~ :S ~ '5 ~ C <0 '" :;: "- 'It ~ "" ~ a: ~ .... ~ '" ~ ;:: ~ a: ~ ~ '" l: ~ ~ 1: ~ ~ tii ~ ~ u C '-l \ '~''r'"~-<<<t''' \ \. , \ \\ \ \ r \ \ ,~~\ \ \~.~~ \- \ -;{; \ \ ....,:~::~ _Topographic Sur-v.)' pt"ovldlod by AM,.tcan Consulting, Inc. [g] WEIHE ENGINEERS INC. 317.846.6611 FAX 317.843.0546 TOLL FREE 800.452.6408 10505 NORTH COLLEGE AVENUE INDIANAPOLIS, INDIANA 46280 WWW.WEIHE.NET ~ LEGEND' EXISTING I,./A TERSHED DELINEA TION --- - - --- PROPERTY LINE -"- EXISTING CONTOUR Existing Tract = 22.74 Acres Existing Sou1h 19.12 Acres (On-Site) 25.13 Acres (On-Site + Off-site) 5.58 Acres (Off-site A) 0.43 Acres (Off site B) .. E ,. \ r --Y\l \ l., ... _K .~... L .~.. _ "-cl\'\ <En ~\~~S ......- n .~~\ .... .-"" \ '<' \ \ December 12,2005 Drainage Exhibit I o I 125 I 250 I 500 ~ ~ .~ 9 !l l! -.: ~ .~ 9 .{j :ll ~ 5 ~ a <e ~ ~ ~ ~ ..... ~ '" It: -.: ~ ~ ~ ~ '" 1: ~ ~ 1: ~ ~ ~ <!: o 1:: tj o '-l c... ...t:::=l ~--~l .---, ~ .------, ~, .---.--==-----=~~--r=:::___==:;__r=-I==:r.. .~ I , ~,","" . Site # 4400-00 Wal-Mart Supercenter Zionsville, IN ,......'. ~ '. ; j /,;../ ("~_'''' l <,<.-.--,' -'-~-'-'-,/\.~'*,,'" -'> --.......j.... , .--........, ............__".1.. --...."... r....-;~" ") ...-m-,.N"',.,./ " , \ / .1""'"' ~ ..."',.~! .."> '\ "" ,~ ^ ^,', ~ ~,~ "" ./ f,j'\..".,<"' -,....,~. '" ,/,t, - - ~,-~ E- ..::.~ ~ -' j ,. ~\.:'r:=S~~E.E\".. ~.' ( ,I: (/~~"""'9C.)'3~89,\.e~ \ .......,..l....,,<..J]il ,:"c; '''' -- .~a) ',~,.l I ,/ /1 \' .. ''() , -Site A) '\ 1\ ) ~~, / LEGEND, I \ \ \ \ EXISTING \,JATERSHED DELINEATION PROPERTY LINE EXISTING CONTOUR j j / "\ \...... \ / ) \ ,~-~....., \ \ " \ \ \ \:~\ \:"~)r "~l.v_ \ \,\ \:\ \ \ ~~".\ .:., . - ~":' \ ~\~. " 'c,\ \ .\' \ . l-...~. \ ~~~~\ 0.43 Acres (Off-Site B) I 500 i ";''''~~\:2;~:;~:.:::r:2i~~ """<<""'" Existing Tract ~ 22.74 Acm Existing South 19.12 Acm (Oo-Site) 25.13 Acm (On-Site + Off-site) "'~.'t, / .'l!J:~ .,' I 01/10. .. !;.;::;, X' / 'J;1, '7 (,) \ i I If if'''' '--,,"./ ,90.:0",-"7';\ /) / I:. f\ "} // .. ": 0"1J ' ,,:;), . ,/ Iji" .~' \,..,./........, ..;Y' .' . ..~. 2-6 i.'5 ,,/ ,,", Ii', ; €l"-' , ~! """""1"/" """~""'""\' cf \! ~J'-,- W,II. .-"" /' ~'~.stin'. g South 19.12 (On-Site) i \..' ;1 Vm.' / . '." I II \ ' /:... . 3Acm(On-Site+0ff-.iiO) 't_) //'''' . ..j if ',/ 1'1 _.......-'...-... ,/ ~, "'..........h.,.. I l ,.,""......... / _/,....N..'.."'.~,.._....~'wm' /; J'" \.;. .:;.".... ~)/ i/"-" 1 " '",_ Ii, ~ . , .., "-'\ / ~; L/ / \.,.. "(;'<"i"~i;;:::t;> /> 5.58 ACJ08 (Off-site A) )>- /' 0.43 Acm (Oflilite B) / ,,,../'\ / '. , "'"" .~ ~E.~~\~__ "\ \W\tr..- Q~GH"'Ct:.\'\:~~~ ,j, !m".~..~...~..,.,. , ,./ 1CCD~~'-/" .".m.........., 'j . 8h.1 ..,.~ .~a~;.~~ I ;:-.1' ";;.J . .. I i - tDI.~ .. "...."? ....j " - ......., ''', . "yd" "j . /..._.'......m.... ,,,.... ',.,.......~- December 12, 2005 Drainage Exhibit I o I 250 125 -r opogro.phIc Surv,y pr'ovld,d by API.rlco" Consulting, Inc. ~~B !N~!~L~GE~~~INEERS ~~~; O INDIANAPOLIS. INDIANA 46280 FAX J 17,843.0546 WWW.WEIIIE.NET TOLL FREE 800.452.6408 o o o D o o -----I-Jr-...----..--T~l\-r\. ~ c_____ .J..l-\~L.nl~ --. -..'==~--- ..---<<..--~l~~~\)IC~~-- -........ u to~tl..W~6.04~\ mt:J.\S'U~ C~J.:~\~~\. \)~~" , - o o U D ! -D-~ -' D- 0"-'-- ~~~~~:~:~ :I~.=~:~~~~~I~~=--- - -- D-n~J.... L.~S(j~, , .' ' I O~s\~ .,-0.. 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' --~----_._._._-----~._._.- -'- .--~ ..- ---,,--. .---.. ----.--. ~-i-^ , , , , , . ._._.____~_______._________.__._ _'..n_ ;' ': .. ___..' .i-._.____~_.__._!. ___._m_ .._.___.,.____ _"__' --i--.------- __'_.._~m___.__ , . . . ; : : : j --- ----,.-- ----_._--_."_._---~---..,._------_._._-~- ._--_..-_...~_.~ .,.- -. : ~ i : , ' ; , : : ! .~.. ,-.-..- r---- --- ----..-.-.--------"""\--.-.-- ~--~---_._'---..----:--.. -.-. ; , , -~ --'-_._-_.~- --.-..-.-;-..-.-.----.-.1-.~---~----..-- -,--'''------- ---.---.-.... i , . u..__n_____n______ . ., , , : ' ; : : __ _ __ ___~___n.____ _ ___ _i_.________..__.__.__j~.___n.______._____i_.n_______ _ _ _.1. -._.._, , , , .: , ! _______._ __.:_.____ ~__.______._________ __ ___.. _ .J.__ _.u___ ______ ._~~ _.__._-._____ ___ .~~ _._._____._______.i.._________..___.~_~___ __.__ - D o EXISTING CONDITIONS Weighted RC - Total Onsite I i Oroject Number: Project Name: alculations by: ompany: ' , w05.0481 Wal-Mart - Zionsville jo'b Weihe Engineers Inc. Revised 12/12/2005 12/12/2005 TIME OF CONCENTRATION SUBAREA # (Weighted RC - Onsite North) ~ 22.74 Type Acres % .- Meadows 21.34 93.84345 Hard Surf 0.51 2.242744 'l Row Crop 0 0 .J Brush 0.89 3.913808 Lake 0 ~ % % Acreage I (Acres) .. CrA 55.36 12.58886 .. - I MmB2 0 0 r-1 Br 0.4464 0.101511 l J "I""' Water 0 ~ , - .' ' II " Curve # % Wgted Total - Use .. .',,' " .- , , ' . ", Meadows 93.84345 30 28.15303 - - . '~1.72076 32 Ll Hard Surf ' 2.242744 98 2.197889 --_._~ , Row Crop 0 64 0 Brush 3.913808 35 1.369833 (I Lake 0 100 0 ,. 0' W Curve # % Wgted Total Use Meadows 93.84345 58 54.4292 58.81882 59 Hard Surf 2.242744 98 2.197889 U Row Crop 0 75 0 Brush 3.913808 56 2.191733 ! Lake 0 100 0 - o D D I &'81(.' I D I Curve # % Wgted Total Use I I I I Meadows 93.84345 71 66.62885 71 .5664 72 Hard Surf 2.242744 98 2.197889 I L\ Row Crop 0 82 0 J Brush 3.913808 70 2.739666 Lake 0 100 0 n "; .. Curve # % Wgted Total Use U Meadows 93.84345 78 73.19789 78.40941 78 Hard Surf 2.242744 98 2.197889 Row Crop 0 85 0 0 Brush 3.913808 77 3.013632 Lake 0 100 0 r-l ~ % Wgted Total Use - ~ Meadows 93.84345 0.15 0.140765 0.156667 0.1567 Hard Surf 2.242744 0.011 0.000247 Row Crop 0 0.17 0 y- Brush 3.913808 0.4 0.015655 Lake 0 0.011 0 0 D o u o o D U D D o EXISTING CONDITIONS Tc's - Area Onsite { 'Uroject Number: Project Name: ~alculations by: ompany: w05.0481 Wal-Mart . Zionsville jo'b Weihe Engineers Inc. Revised 12/12/2005 12/12/2005 .:rIME OF CON CENTRA TION SUBAREA # (Area Onsite North) nage Are Cover Area (ft^2) Area (Ae) Area(mi^2 % C SOIL CN Mannings n 18ubarea CrA 0 10.590 0.01655 55.39 0.90 C 72 0.157 MmB2 0 0.000 0.00000 0.00 0.90 B 59 0,157 Bs 0 8.530 0.01333 44.61 0.90 D 78 0.157 III .... otaIArea/Weighted~ "heet Flow (<300ft) = .007(nL)^.8/(P2)^.5*(s, ~Iow Leng 300 _2yr Preeip 2.66 lope (ftIft 0.0168 "hallow Concentrated Flow = U3600*V , IFlow Leng 1065 Jope (ftIft 0.0021 _erage \ 0.74 \Ion-Paved: 0.74 Paved= 0.93 Pipe Flow = U3600*V .,Iow Leng 0 lope (ftIft 0.0050 "'Average \ 2.50 0 - -, 0 .. 0 , 0 . 1.1 Total Tc:: . u o D o { u u D U tJ D o U U D D 0- D D o D o D D o U EXISTING CONDITIONS Weighted RC - Onsite Revised 12/12/2005 Project Number: w05.0481 12/12/2005 Project Name: Wal-Mart - Zionsville Calculations by: jo'b Company: Weihe Engineers Inc. ITIME OF CONCENTRATION SUBAREA # (Weighted RC - Onsite North) 19.12 Type Acres % Meadows 17.94 93.82845 Hard Surf 0.43 2.248954 Row Crop 0 0 Brush 0.75 3.922594 Lake 0 % % Acreage (Acres) CrA 55.36 10.58483 MmB2 0 0 Br 44.6400 8.535168 Water 0 ~ ' ",i<-- . Curve # % Wgted Total Use MeadoWs . 93.82845 30 28.14854 31.72542 32 Hard Surf 2.248954 98 2.203975 Row Crop 0 64 0 Brush 3.922594 35 1.372908 Lake 0 100 0 Curve # % Wgted Total Use Meadows 93.82845 58 54.4205 58.82113 59 Hard Surf 2.248954 98 2.203975 Row Crop 0 75 0 Brush 3.922594 56 2.196653 Lake 0 100 0 I D U i, U U D D D D U U-~ 'w U D U U U U , , o D I 1 Curve # % Wgted Total Use I I 1 Meadows 93.82845 711 66.6182 71 .56799 72 I Hard Surf 2.248954 98 2.203975 1 Row Crop 0 82 0 Brush 3.922594 70 2.745816 Lake 0 100 0 ~ '" Curve # % Wgted Total Use Meadows 93.82845 78 73.18619 78.41056 78 Hard Surf 2.248954 98 2.203975 Row Crop 0 85 0 Brush 3.922594 77 3.020397 Lake 0 100 0 % Wgted Total Use Meadows 93.82845 0.15 0.140743 0.15668 0.1567 Hard Surf 2.248954 0.011 0.000247 Row Crop 0 0.17 0 Brush 3.922594 0.4 0.01569 Lake 0 0.011 0 --.:-> D U 'D D U D o D o ~ o u u U D D U o D EXISTING CONDITIONS Tc's - Area Offsite Project Number: Project Name: Calculations by: Company: Revised 12/12/2005 12/12/2005 w05.0481 Wal-Mart - Zionsville jo'b Weihe Engineers Inc. TIME OF CON CENTRA TION SUBAREA # (Area Onsite North) I ainage Are Cover Area (ft^2) Area (Ae) Area(mi^2 % C SOIL CN Mannings r Subarea CrA 0 3.720 0.00581 66.67 0.90 C 71 0.168 MmB2 0 0.000 0.00000 0.00 0.90 B 58 0.168 Bs 0 1.860 0.00291 33.33 0.90 0 78 0.168 Tot.IArealWeighted~ Sheet Flow (<300ft) = .007(nL)^ .8/(P2)^ .5*( , Flow Leng 300 2yr Preeip 2.66 Slope (ft/ft 0.0105 Shallow Concentrated Flow = U3600*V Flow Leng 0 Slope (ft/ft 0.0039 AveraQe \ 1.01 Non-Paved: 1.01 Paved = 1.27 Pipe Flow = U3600*V Flow Leng 0 Slope (ft/ft 0.0050 Average \ 2.50 0 ,. 0 0 0 . Total.Tc=== .. D U U U o U U D D U D U -u D D D D o U EXISTING CONDITIONS Weighted RC - Offsite Revised 12/12/2005 Project Number: wOS.0481 12/12/2005 Project Name: Wal-Mart - Zionsville Calculations by: jo'b Company: Weihe Engineers Inc. lTIME OF CONCENTRATION SUBAREA # (Weighted RC - Onsite North) 5.58 Type Acres % Meadows 5.17 92.65233 Hard Surf 0 0 Row Crop 0 0 Brush 0.41 7.34767 Lake 0 . " % % Acreage (Acres) CrA 66.67 3.720186 MmB2 0 0 Bs 33.3333 1.86 Lake 0 5.580186 ~ Total Use Curve # % Wgted "' "" '" Meadows 92.65233 30 - 27. 7fJ57 - 30;36738 30 Hard Surf 0 98 0 Row Crop 0 64 0 Brush 7.34767 35 2.571685 Lake 0 100 0 Curve # % Wgted Total Use Meadows 92.65233 58 53.73835 57.85305 58 Hard Surf 0 98 0 Row Crop 0 75 0 Brush 7.34767 56 4.114695 Lake 0 100 0 U D o U U D o D U D D D o D D D D o D I I I Curve # % Wgted I Total I Use I Meadows 92.65233 71 65.78315 70.92652 71 I Hard Surf 0 98 0 I Row Crop 0 82 0 I Brush 7.34767 70 5.143369 I Lake 0 100 0 Curve # % Wgted Total Use Meadows 92.65233 78 72.26882 77.92652 78 Hard Surf 0 98 0 Row Crop 0 85 0 Brush 7.34767 77 5.657706 Lake 0 100 0 % Wgted Total Use Meadows 92.65233 0.15 0.138978 0.168369 0.1684 Hard Surf 0 0.011 0 Row Crop 0 0.17 0 Brush 7.34767 0.4 0.029391 Lake 0 0.011 0 ,- D U i o U D U D D U D~- D D U o D D D tJ o EXISTING CONDITIONS Tc's - Area Offsite A Project Number: Project Name: Calculations by: Company: Revised 12/12/2005 12/12/2005 w05.0481 Wal-Mart - Zionsville jo'b Weihe Engineers Inc. TIME OF CONCENTRATION SUBAREA # (Area Onsite North) I ainage Are Cover Area (ft^2) Area (Ae) Area(mi^2 % C SOIL CN Mannings r Subarea CrA 0 3.720 0.00581 66.67 0.90 C 71 0.168 MmB2 0 0.000 0.00000 0.00 0.90 B 58 0.168 Bs 0 1.860 0.00291 33.33 0.90 0 78 0.168 Tot'IAreaIWeighted~ Sheet Flow (<300ft) = .007(nL)^ .8/(P2)^ .5*( ._ Flow Leng 300 2yr Preeip 2.66 Slope (ft/ft 0.0105 Shallow Concentrated Flow = U3600*V Flow Leng 0 - Slope (ft/ft 0.0039 Average \ 1.01 'lion-Paved: 1.01 Paved= 1.27 Pipe Flow = U3600*V Flow Leng 0 Slope (ft/ft 0.0050 Average \ 2.50 0 0 0 0 Total Tc= --eO o o o o D D D D D 0- o D o o o o o D o EXISTING CONDITIONS Weighted RC - Offsite Revised 12/12/2005 Project Number: w05.0481 12/12/2005 Project Name: Wal-Mart - Zionsville Calculations by: jo'b Company: Weihe Engineers Inc. lTIME OF CONCENTRATION SUBAREA # (Weighted RC - Onsite North) 5.58 Type Acres % Meadows 5.17 92.65233 Hard Surf 0 0 Row Crop 0 0 Brush 0.41 7.34767 Lake 0 % % Acreage (Acres) CrA 66.67 3.720186 MmB2 0 0 Bs 33.3333 1.86 Lake 0 5.580186 ~ ' ." Curve # % Wgted Total Use . ." - . .. . - ~:.t.: Meadows 92.65233 . 30 27.7957 . . 30,36738 30 .... ~ . . Hard Surf 0 98 0 Row Crop . 0 64 0 Brush 7.34767 35 2.571685 Lake 0 100 0 Curve # % Wgted Total Use Meadows 92.65233 58 53.73835 57.85305 58 Hard Surf 0 98 0 Row Crop 0 75 0 Brush 7.34767 56 4.114695 Lake 0 100 0 o D D D D D D D o 0- o D .D D o o D ! D D I I I Curve # % Wgted Total I Use I Meadows 92.65233 71 65.78315 70.92652 71 Hard Surf 0 98 0 I Row Crop 0 82 0 Brush 7.34767 70 5.143369 Lake 0 100 0 Curve # % Wgted Total Use Meadows 92.65233 78 72.26882 77.92652 78 Hard Surf 0 98 0 Row Crop 0 85 0 Brush 7.34767 77 5.657706 Lake 0 100 0 % Wgted Total Use Meadows 92.65233 0.15 0.138978 0.168369 0.1684 Hard Surf 0 0.011 0 Row Crop 0 0.17 0 Brush 7.34767 0.4 0.029391 Lake 0 0.011 0 o D. I o '0 o o D o D 0-, D D D 'D o D D o D EXISTING CONDITIONS Tc's - Area Offsite South B Project Number: Project Name: Calculations by: Company: Revised 12/12/2005 12/12/2005 w05.0481 Wal-Mart - Zionsville jo'b Weihe Engineers Inc. TIME OF CONCENTRATION SUBAREA # (Area Onsite North) ainage Are Cover Area (ft^2) Area (Ac) Area(mi^2 % C SOIL CN Mannings r Subarea CrA 0 0.046 0.00007 10.68 0.30 C 79 0.240 MmB2 0 0.000 0.00000 0.00 0.30 B 69 0.240 Bs 0 0.384 0.00060 89.32 0.30 0 84 0.240 TotalArea/Welghted~ Sheet Flow (<300ft) = .007(nL)^.8/(P2)^.5*( . . Flow Leng 40 . 2yr Precip 2.66 Slope (ftlft 0.0100 Shallow Concentrated Flow = L/3600*V Flow Leng 0 Slope (ftlft 0.0039 Average \ 1.01 -Jon-Paved: 1.01 Paved= 1.27 Pipe Flow = L/3600*V Flow Leng 0 Slope (ftlft 0.0050 Average \ 2.50 0 0 0 0 . .. TotalTc= I . .' D o i D D D o D D D 0- D D D .U o D D 0- D EXISTING CONDITIONS Weighted RC - Offsite South B Project Number: w05.0481 Project Name: Wal-Mart - Zionsville Calculations by: jo'b Company: Weihe Engineers Inc. ITIME OF CONCENTRATION SUBAREA # (Weighted RC - Onsite North) Revised 12/12/2005 12/12/2005 " -- 0.43 Type Acres % Grass 0.43 100 Hard Surf 0 0 Row Crop 0 0 Brush 0 0 Lake 0 % % Acreage (Acres) CrA 10.68 0.045924 MmB2 0 0 Bs 89.3200 0.384076 Lake 0 0.43 ~ J Curve # % Wgted Total Use .. . '. .. Grass . -100 ~ 49 ~9 49 49 .. . . Hard Surf .' 0 98 0 Row Crop 0 64 0 Brush - 0 35 0 Lake 0 100 0 Curve # % Wgted Total Use Grass 100 69 69 69 69 Hard Surf 0 98 0 Row Crop 0 75 0 Brush 0 56 0 Lake 0 100 0 o D \0 D D D D D D a D D D. D D D D o D I Curve # % Wgted Total Use I Grass 100 79 791 79 79 Hard Surf 0 98 0 Row Crop 0 82 0 Brush 0 70 0 . Lake 0 100 0 Curve # % Wgted Total Use Grass 100 84 84 84 84 Hard Surf 0 98 0 Row Crop 0 85 0 Brush 0 77 0 Lake 0 100 0 " " " % Wgted Total Use Grass 100 0.24 0.24 0.24 0.2400 Hard Surf 0 . 0.011 0 Row Crop 0 0.17 0 Brush 0 0.4 0 Lake 0 0.011 0 Runoff curve numbers for urban areasl 1.. Cover description Curve numbers' for hydrologic soU group- Covel' type and hydrologic condition A verage percent impervious area2 A' B C D \~~ . Fully dcuiolJed nTbcrn aTea..s' {uegeiatiol1 e.slablish.ed} Open space Oawns, parks, golf courses, cemeteries, etc.)3: . ' Poor condition (grass cover < 50%) ; . . . . . . . . , . . , . Fair condition (grass covet 50% to 75%), . '" . . . . . . . Good condition (grass cover> 75%) . . .:. . . . . . . :. .' Impervious areas: Paved parking lots; i'oofs, driveways, etc. (excluding right"of-way). . . . . . . . ~ . , . . .. . .. . . .. . . . , Streets and roads: Paved; curbs and storm sewers (excluding right-of-way) .. .. .. . . . . . . .. ... . . . . . . .. '. . .. . . . . . Paved; open ditches (including right-.of-way) . . . . . . . Gravel (including right-of-way) . . . . . . . .... . . . . . . . . Dirt (including right-of-way) ..................... )Vestern desert urbal') areas: Natural desert landscaping (pervious areas only)'!... Artificial desert landscaping (imperVious weed. ' ban-ier, desert shrub with 1- to 2-inch sand or gravel mulch' and basin borders). .............. Urban districts: Commercill:l,and business. . . . . . . . . . . . . . . . , . . . '. . . . . : Industrial. . . . . . . . . . . . " . . . . . , . . . . . . . . . . . , . . . . . . . . . Residential districts by average lot size: 1/8 acre or less (town houses). . . . . . . . . . . . . . . . . . . . . . 1/4 acre .......................................... 1/3 acre .......................................... 1/2 acre ..........,.............................. 1 acre . . . . . . . ; . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . .' .. . . 2 acres . . . , . . . . . '. ... . . . . . : . . : . . .'. . . .' . . . . . '. . ... . . . . . ," .. 68 79:'1. 86 ' 89 -- 49 69 79 ,84 ---- 39 . 61 74 80 98, 98 98 98 98 98 98 98 83 89 92 93 76 85 89 91 72 82 87 ~~ . '\( 63 77 85 88 96 96 96 96 85 89 92 ' 94 95 72 81 88 91 93 65 77 85 90 92 38 61 75 83 87 30. 57 72 81 86 25 54 70 80 85 20 '51 68 79 84 12 46 65 77 82 Developing w'/:tan areas Newly graded areas (pervious areas 'only, no vegetalion)S .. . . . . . . . . . . . . ~ . . . . . . . . . . . . . . . . . . . . Idle lands (eN's are determined using cover types s.imilar to those in table 2-2c). 77 86 91 94 , i I Average runoff condition, and I" = O.2S. , 'The average percent impervious area sho\\-n was used to de\'elop the composite CN's'. Ot,hel' aR'\umptions are as follows: impen'ious Ureas an~ dil'ectly connected to the drainage system, impervious HJ'eas have a CN of 98, and pel"Vious. areas. are consider-ed equi\'"lent to open space in g-oo(] hydrologic condition. CN's fOl' other combinations of conditionS" may be computed using figure 2-3 or 2-4. ' nCN's ~hown are equivalent to those of pasture: Composite CN\; may be cOl:nputed for other cornbinalionsof open'space cov!!r type. . 4Composite CN's fOJ' natural desel.t landscaping should be computed using figures 2.3 01,2:..4 baSed on the impervious area percentage' (eN =98) and the per,vious area CN., The pervious al'ea CN's are assumed equivalent to desert shrub, in poor hydrologic condition. , "Composite CN's to uS.e for the design of tempor.ary measures during gr.lding- and construction SllOUlci be computed using figul'e 2.3 or 2-4, based on the degree of development (impel"Vious aJ'ea percenulge) and the eN's' for the newly grJ.o"ed pel"Vious areas. . TABLE 205-2': Runoff Curve Numbers for Urban Areas (SOURC.E: 21 O-VI~TR-55, Second Ed., June 1986) D u D D Runoff curve numbers for other agricultural landsl Curve numbers for hydrologic soil group- A _.. B' e D 68 79 86 89 49 69 79 84 39 61 74 80 30 58 71 78 -- 48 67 77 83 35 56 70 77 430 48 65 73 57 73 82 86 43 65 76 82 .- 32 58 72 79 45 66 77 83 36 60 73 79 430 55 70 77 59 74 82 86 D Cover description D Cover type Hydrologic , condition D Pasture, grassland, or range-continuous forage for grazing.2 Poor Fair Good D Meadow-continuous grass, protected from grazing and generally mowed for hay. D Brush-brush-weed-grass mixture with brush the major element.3 Poor Fair Good (D~ Woods-grass combination (orchard or tree farm).5 -- . Poor Fair Good Woods.6 Poor Fair Good D D Fannsteads-buildings, lanes, driveways, and surrounding lots. . D 2 [Joor: Pa;,': Good: D 3 [Joor: Pair: Good: 'Average runoff condition, and III =; 0.28, < 50<;l; ground covel' or heavily grazed \\"ith no mulch. 50 to 75'il: ground cover and not headl:.' gT'dZecl. . ... > 75% ground co"el' an(Uight]~, OJ'onl~' oc~a.~onally p'azecl. < 50% ground cover, 50 to 75'h- gl'uum! cover. > 75'H. ground covel', ......"r .".... 4Actual curve number i~ le~~ than ;30; u~e eN =; 30 [or runoff compur..atiol1::'. D seN's shown wen computed [01' al'ea" with :,O'if wood" and 50'7i gra"s (pa"tul'e) covel'. Other combination" of condition" nUl," be computed from the eN's fur wood" and pa~tUl'e. D "l'oor: Forest litleI', "mall tl't~e", and bl'u,;h are de,;tru,n~d by hea,'y grazing 01' regular buming. Fa;r: Woods an' gTllzed but not bumerl. and >,ome [ort>st litter ('.)\'crs the soil. : (;ood: Wood~ are protected [I'om gr,u;ing. and litter and bl'Ush adequately covel' the soil. D b , - TABLE 205-4: Runoff Curve Numbers for Other Agricultural lands (SOURCE: 210-VI-TR-55, Second Ed., June 1986) u 0 u .- ( i1O' D D D D D D cr D D , ,U D 0 D D ., U:' .' W \. ) Si Jrf;tr.p. Df! <:r.riptinn Smooth surfaces '. (concrete, asphalt, gravel, or bare soil) Fallow (no residue) Cultivated Soils: Residue cover </= 20% Residue cover > 20% Grass: Short grass prairie Dense grasses Bermuda grass .Range (natural) -ll- 0,011 0.05 0.06 0.17 h\~'Q~t~:~ 0.15 ../ 0.24 0.41 0..13 1(~,-R~~'-' O.~O/' O',BO ....:.....- ~ TABLE 203-1: Roughness coefficients (Manning's n) for sheet flow o o " o D D D U D o D '-- o D D.._. o U o o o o Permissible Allowable Release Rate Summary of HY-8 . . . .Discharges of Existing Storm Sewer -.;.,--. D D o D.. - U:-~-ni . -ft~",~~~t\~\l~ n .,.,' , :" -1.(-------- ..--~ - .....-~--. -, - _~-----_---C.~~-,:;-----~'-.---..~ -- ~.n T- -QJ.-- -~-\ i- ,~~~f.tt.. ~~~!,;.. D--- ,. - - --i- . T -... n' ~O-~\S~N,~~.H~~~--;. -~ -- ...' ,'C'\:'!:"~''l'''...;;V~,~....W\Cd,~\N \'fP~ . r . ;. T- i' -"'~~""f'=-T - F . ... ~\\~~~.-:li.--.s\-n<.. r}-'.~~_"_'~__'-_-_ =j..-__=~.li,~~=~:,..'.,. -~n L -iZ.b-,~ 3_~.'=~:,.:,--".:",,- '-"it\~'sL.~,~.~-~n--Q.~-..-. J.L...-. ._.._ ....._.._..:~,U'+.~~..u~~~- rr---'--------i--~---~i-.,-u--~--..,-.-' . .j--~ .~-1?_.~Jt.-~~-~~ro. 1.J---.--..n--i-----.--+~m~~~--J~-----L~-.-...L--..- - ----- ---, 1) ~ ~t-'\I(..... -~~~~~fL ___________._._~_.1.....___~-----+----'---.~---~--..---.-.-n-- - ...:-, --.--- ," ~~b -'- - - -- .. -..-- D '. 1 ' , ._. _~_. ___~___m~-- ____ ______.\___... _ _ ------i-- _..~._---- __n_ _J. __.__ -- .-.-;. ~_. _~_.~______L_ -_._~- -------...--:--- .--------.--~~--- ----.:-----------------------~-.- . ---.---.--.----; , ,1 i," '~~~:-=-I~~~~'C..... . , . ., ...... \Q~~k)O~,Q4g( --A0.u~~Wi~; ~~ ~~~ ., .~,~,~sQj~\.- -- ~~ ~- J ._~ _._.m.l._.-__._____.___~_____ .._..j___._._.-_________._._____~_____ ___ - - _.___n___.._____.__--+_________._!_______.__ _ __.~_ ~-. - u' _. J I , ' I ! .- ; : . ' , , . , . . , , ' . --.._.-----~_~____ -- --.----.. -T---- -- ______._.0- _..___. .-._.___...... _"'-..____n_________ --. ---.,,-- -- U.~~~~.=~==~-'~.:Tn:~--_~~J_-~.=-_'~:j:., :'., D~,:'~ ~:...~~~.~~=.=I-:~_~~..__ i: _~___u i. . ... ! ' D~---.~----.-- .._~_J_:__:.-_,=L.=___. ....J~___.. , - : , . _.__ ________.__.___ _._____....,---_____._.T_______.~__________u_~._ D': .___ _________._._.__. _.____~ _,,_ _ouo- ___ uu,..--. .u_ ,.-..~'.. ...-----. .m"_ . . - , ; . , i ~_ __... _---,.._.~______ __________.._.__._____j-______.__n______..__.,... ____ : I . ~__. - ___ __..,,____u_''',,-' ______.~__~_ i __~---. ________~.~__.__n__.________.~ __________._o~-------------_L-- _____ ___o_~-__-"."-.-.-----..--""~-.-- ____'_~__:- __. __' ----.-..~ ---.-- ------..- ...- ----.-----.------- :; ::;' i - i :!.-: _ _ _. .-~ _._.____.__________ ,____.___u_. ____~. .._.______~.. __.; ._______..._j_______ .._._.____.1_~_.._________ ._____;._____.________i______ _u -'_U ".__. .__"._._ : : , · i , ' '___n _ .._.._._ _ _ _ .___.;_____________,_____ ...._________;--._______.__:.____ - ---------,-------- --^-----:----------i------.--u-~-.----~-.--- ---.-- u D t o CURRENT DATE: 12-13-2005 CURRENT TIME: 10:59:33 W0404B1A.LST 1 FILE DATE: 12-13-2005 FILE NAME: W0404B~ D D o o SPAN (ft) 2.00 MANNING INLET TYPE CONVENTIONAL' DATE: 12-13-2005 FHWA CULVERT ANALYSIS HY-B, VERSION 6.1 U.... ..^............................ ...................... ..^.............................. ...................... .......................................... <. , C ' SITE DATA CULVERT SHAPE, MATERIAL, INLET ' 3 U ....... .... ..............., .............. ........ ....... ............ ........ ........ .................... .................... ............ ................. , L' INLET OUTLET CULVERT' BARRELS , V' ELEV. ELEV. LENGTH 'SHAPE 'NO.' (ft) (ft) (ft) 'MATERIAL , 1 '889.70 889.60 100.00' 1 RCP , 2 ' , 3 ' , 4 ' , 5 ' , 6,' ,...... "....... ...................................... "..... ............................................. .................................... "0 SUMMARY OF CULVERT FLOWS (cfs) FILE: W040481A RISE (ft) 2.00 n .012 ELEV (ft) TOTAL 1 2 3 4 5 6 ROADWAY ITR U 890.55 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 1 890.96 5.0 5.0 0.0 0.0 0.0 0.0 0.0 0.00 1 .' 891.56 10.0 10.0 0.0 0.0 0.0 0.0 0.0 0.00 1 892.16 15.0 15.0 0.0 0.0 0.0 0.0 0.0 0.00 1 893.06 20.0 20.0 0.0 0.0 0.0 0.0 0.0 0.00 1 U- 894.04 25.0 25.0 0.0 0.0 0.0 0.0 0.0 0.00 1 895.19 30.0 30.0 0.0 0.0 0.0 0.0 0.0 0.00 1 895.66 35.0 31.8 0.0 0.0 0.0 0.0 0.0 2.92 5 895.84 40.0 32.5 0.0 0.0 0.0 0.0 0.0 7.36 4 895.98 45.0 33.0 0.0 0.0 0.0 0.0 0.0 11.65 3 07~";;;';'~~""" ....~~;.~...... ..~~~~.......... ~;. ~.......... ~;. ~.......... ~;. ~.... ...... ~;.~...... ....~;. ~ ..~~~~?~~;~~.... u DATE: 12-13-2005 SUMMARY OF ITERATIVE SOLUTION ERRORS FILE: W040481A D HEAD ELEV (ft) 890.55 890.96 891. 56 892.16 893.06 894.04 895.19 895. 66 895 :-84 895.98 896.11' D u HEAD ERROR (ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.009 -0.003 -0.007 -0.006 TOTAL FLOW (cfs) 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 _,~ 40.00 ~.6o 50.00 FLOW ERROR (cfs) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 '0.30 o .J..4.: . 0-:32~ 0.29 % FLOW ERROR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.86 0.35 O. '71 0.58 .. .. :=:~::.. !?~~~~~.; .~ ~::-~..::'..?:. ?~?......... .. .......... .... .. .... ............ :=:~?.. !9~~~~~.. S~!...::'.. ~:. ???.. .. .... .. o CURRENT DATE: 12-13-2005 CURRENT TIME: 10:59:33 2 FILE DATE: 12-13-2005 FILE NAME: W040481A o .......... ..~~~~?~~~..~~..~9~..~~~!..~..: ..~.L. ..~:.??.. .~~::-!. ..~y... ....~:.??.. .~~::-~!. ..~~~.............. DIS- HEAD- INLET OUTLET CHARGE WATER CONTROL CONTROL FLOW NORMAL CRIT. OUTLET TW OUTLET TW FLOW ELEV. DEPTH DEPTH TYPE DEPTH DEPTH DEPTH DEPTH VEL. VEL. ....S~~!~........S~::-~...._S~::-~........S~::-~......:=:~!?......S;::-~_....S~::-~......S~::-~......S~::-~....!~~!~....S~~!~.. o b 890.55 890.96 0.00 0.00 0.00 5.00 u 0.00 1.11 0.85 O-NF 1. 26 3 -M2t 0.00 1.17 0.00 0.00 0.79 0.95 Page 1 0.95 0.95 0.00 3'.40 D D (0 W040481A.LST 10.00 891.56 1.71 1.86 2-M2c 2.00 1.13 1.13 0.95 5.48 0.00 15.00 892.16 2.26 2.46 2-M2c 2.00 1.40 1.40 0.95 6.41 0.00 20.00 893.06 2.94 3.36 2-M2c 2.00 1.60 1.60 0.95 7.40 0.00 25.00 894.04 3.84 4.34 2-M2c 2.00 1.75 1.75 0.95 8.59 0.00 30.00 895.19 4.95 5.49 2-M2c 2.00 1.90 1.90 0.95 9.81 0.00 31.78 895.66 5.40 5.96 2-M2c 2.00 1.95 1.95 0.95 10.24 0.00 32.50 895.84 5.59 6.14 2-M2c 2.00 1.97 1.97 0.95 10.42 0.00 33.02 895.98 5.73 6.28 2-M2c 2.00 1.99 1.99 0.95 10.54 0.00 33.51 896.11 5.86 6.41 6-FFc 2.00 2.00 2.00 0.95 10.67 0.00 ........................................................ "................................................ ...................................................... D D ........................................................ .................................................. ...................................................... El. inlet face invert El. inlet throat invert 889.70 ft 0.00 ft El. outlet invert El. inlet crest 889.60 ft 0.00 ft o ***** SITE DATA ***** CULVERT INVERT INLET STATION INLET ELEVATION OUTLET STATION OUTLET ELEVATION NUMBER OF BARRELS SLOPE (V/H) CULVERT LENGTH ALONG SLOPE ************** o 0.00 ft 889.70 ft 100.00 ft 889.60 ft 1 0.0010 100.00 ft ***** CULVERT DATA SUMMARY BARREL SHAPE BARREL DIAMETER BARREL MATERIAL BARREL MANNING'S n INLET TYPE INLET EDGE AND WALL INLET DEPRESSION ************************. D CIRCULAR 2.00 ft CONCRETE 0.012 CONVENTIONAL SQUARE EDGE WITH HEADWALL NONE D .. .. .. .. .. .. .. .. .. .. .0 .. .. .. .. .. .. .. .. .. .. .. .. .0 .. .0 .. .. .. .. .. .. .0 '0 .0 .0 .. .. .. .. .. .. .. .. .. .. .. .0 .. .0 .. .. .. '0 .. .. .. .. .. .. .. .. ,. .. .0 .0 .. .0 .. .. .. .. .. .. .. .. .. .. '0 '0 3 u CURRENT DATE: 12-13-2005 CURRENT TIME: 10:59:33 FILE DATE: 12-13-2005 FILE NAME: W040481A .. .. .. .. .0 .. '0 '0 .. .. '0 .. .. .. .. .0 .. .. .. .. .. .. .. .. .. .0 .. .. .. .. .. .. .. .0 .. .. '0 .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .0 .. .. .. .. '0 .. .. .. .. .. .. .. '0 .. .. .. .0 .. .. .. .. .. .. .0 .. .. D TAILWATER .. '0 .. .. '0 .. .. .0 .. .. .0 .. .. H .. .. .. .. .. .0 .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. - .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. - - .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. - .. .. .. u' CONSTANT WATER SURFACE ELEVATION , 890.55 Q~..A_ \J~-"'''' .......,,,.. '.-' "C:;.' ,~-c. .=0."'''..:....,. '" .:::.::' " .. .-'\.' ....... ....".. .......... ..... ,,,. ..... ......,_. .... .:~,,":FOLC-~C.) .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. - .. .. .. .. .. .. .. .. ...... .........................................;... ROADWAY OVERTOPPING DATA D u ROADWAY SURFACE EMBANKMENT TOP WIDTH. , CREST LENGTH . ~'OVERTOPpiNG CREST ELEVATION PAVED 8~tH ~t~~~,~~(\;J~ ...... ............ ...................... .......... ........... _0.... ........................................... _.............. .~'~..... ................................ u o o o Page 2 u CJSt~~ ~e~elr 1a~ul~ti~n:' CJ CJ r-:= r=;J ~ E:J ~:, r=:J r=:J t=J r=:J.., r==: r=:J Page 1 Station Len Orng Area Rnoff Area xC Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd I Rim Elev Line 10 coeff (I) flow full Line To Incr Total Incr Total Inlet Syst Size Slope Up On Up On Up On Line (ft) (ac) (ac) (e) .(min) (min) (in/hr) (cfs) (cfs) (ft/s) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft) 1 End 100.0 0.00 0.00 0.00 0.00 0.00 0.0 0.0 0.0 7.15 7.15 3.98 24 0.10 889.70 889.60 891.08 890.55 895.45 0.00 Outlet t .... ~t-UU .....\'-Li.: ~. . .......... .. .. I , ". I l: " , .. .' , " " '. .' I I '. , , Project File: w050481aaOutlet121305.xls Number of lines: 1 Run Date: 12-13-2005 NOTES: Intensity = 45.33/ (Inlet time + 5.80) ^ 0.66; Return period = 100 Yrs. ; Total flows limited to full flow capacities. "7 Hydraflow Storm Sewers 2003 o D , , D o o o D o o u o o [-I ..' ~- U U U U o U Proposed Conditions ---",,"- . - ~_. . -- ..."i._..". .....J. .. - .. ,~""'..c=-C:=~--t=--t=-c:=-r::::=~~~~---==-EJ-' . I Site # 4400-00 Wal-Mart Supercenter Zionsville, IN , \ \ \ \ \ \ , //-''' f \ \ \ \ \ , \ i I -~\ .r ~ .~ ~ ! ~ ~ '<: ~ .S l.! ~ :!l ~ 11 ~ (l <c; '" ~ .. .!l ::; ~ t1 .. i'l .... ~ '" ~ -;;; ~ " ~ ~ '" 1:: ~ ~ t ~ ~ ti: ~ (::: tj <::l "'l \ \ \ ....' / \\\ .... .... \ \\ ~~------'" ~ . ........ ~ , D 'I \\\ . 1 \'i \'i \ 5.58 Acres I, ' f (pR-EXBAS-OFF-A) \~ ~ \ _----1- --+=-~.:::=~T .-) \ \ :((;::::::"-~:==lCi'=C~:]~ ~ ." , ;:,.;;: ',\\ :1 !llo~f.i.,'.'.' ..':,\. ~~~:iQ \, \ \ ~ r:" . , ' . I , ii. \' '\ r. '\ ~ ' ~.' 1 ::! ~.., \,,~. i 10.40.ActeI r\ \ ':),~. '\ 1 J11 \1, j (pROBAli'{)N-WESl) \'" i \ \~, \ :~;: I L ltl1 I \ \'(:., \ : II;! ~i\':~i \~, \ \~ \ 1 . , I., \, , \, 1 "I \. '.11 i \ . \ \ ~: \----- . ""1.' Ii'. ."....i.i~;.p;..o..~:.:.)Uii. _~..l \ 1 r ................. I ...", ,".'.R=c<""I,;;;R..cM. ___..- U I L ~,: '"~~~ ::C.:.-: ~~ - - -l.:~ Direct (Exbaso-OFF-B) . \ \, , \, \ \ LEGENDI \ \ \. EXISTING \VATER SHED DELINEATION STDRM\VATER MANAGEMENT AREA Exi.ting TIBCI = 22.74 Acres PR-EXBAS-OFF-A = 5.58 Acres PROBAS-ON-BAST = 12.34 Acres PROBAS'{)N-WEST = 10.40 Acres PROBAS-OFF-WEST = 1.29 Am. EXBAS'{)FF-B = 0.43 Acres :fk.c5f65 'E.\)' Ml~'t~~~~-\)~. December 14, 2005 Drainage Exhibit J. I o I 125 I 250 I 500 [g] WEIHE ENGINEERS INC. 10505 NORTH COLLEGE AVENUE INDIANAPOLIS, INDIANA 46280 WWW.WEIIIE.NET 317.846.6611 FAX 317.843.0546 TOLL FREE 800.452.6408 D D D D. .I_ n --.. - i ; -~-----_._-- _-'-____. .... _.~. ~----~----_._-------- ---- -- --- . .~-. ..-- --- .. -{J----------- _du_ - - L ~---~_.----,-_..- - ---. - --'- - __D~_._ _..______._J_______L._._ i i : i : ~It~---=~~~i---~Il-~ ~ ~ni--~ .=~;-~=:~~ . ~~~=~----r:-~~r==r~ ~4C~I~~I;,~-~~--!~~ U --==-=l=-=~--~~Tl:~-r\=i~i~-~'~.~....... T;:... : ! ! ! ! : ! i ______._____.._ ___"_'_'~'__'_ -----_._-_._--_._--~-"~!----------_._..+- -_.._----~-~- _..---;-----~---~.-._._...-:---_..._-_.-..:..- -- -----------; -- - : : o . .. -- --T~ -;{~~J~1=~t-j-~.1~~?~. .. ..~~..L::,~-:.=-~~-.....-..~.-...-..~~--.-. ------.--.-----;----.--~--!..J.t_.:.'\=U\-\.~~ --~Q\~~, .!~ ,~(>-: . , , -u.:=~ ... J-j~=-..J:=I:j=5~e-1 ~~&-~- .L--l.... - .:~j=_=...~ i ! 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I _-1_____1..__________ ~ ! : .g -~.~.~'!r--....:~~(;!.---~~~~-==: _ _ _=-_r- ~_=_!~~=- -- _ " : !. _ ----- -- - " . -'*-l't--}---- -~-----_...---#d-- :---- T-~i- ,X) ..- - -----T[j-~~~------~~:~'~\;-=--- ------ - * ,-- ii' : ",'" ~ (.J --nun-l-- __n__ ___~~--:~------'---m .~~;ft ------ 00----m-------:5bcP ~ ~_~______~.-__--.---L-~--------------.l -..\-- I)-~ -~-- , --- I -1-- I I' - , ---- i !- -o-------------{ ; ----- -:-1----- ~-_L_~ -=----1=~~~ -r=---=.:-~-=-- ~m -- - .;.... _ $ - ,..... ~ ; . . _____--'---:__.____ _ _~___ _ ______ _ _ _i__ -n----~ ~--- ~Q:_=::_-- ----- 1'--------- -~~~g-~- -u-------- ; -0 ~o:: _ D D o D D D D D D D~ D D D D D D D D D 12-12-05 Revised 12/14/05 Wal-Mart Zionsville job.# w05.0481 SCS-II Distribution 24 Hour Name: EXBAS-OFF-a Group: BASE Node: 96 Type: SCS Unit Hydrograph Status: Onsite Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 5.580 Curve Number: 73.000 DCIA{%): 0.000 Peaking Factor: 484.000 Storm Duration{hrs): 0.000 Time of Conc{min): 36.700 Time Shift (hrs) : 0.000 Max Allowable Q{cfs): 999999.000 EXISTING DRAINAGE AREA OFFITE FROM THE TRACT.... 5.58 ACRE SUB-BASIN... USED FOR THE COMPARISON OF THE PREMISSABLE RELEASE RATES Name: EXBAS-OFF-a-T Group: BASE Status: Onsite Node: 99 Type: SCS Unit Hydrograph Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 5.580 Curve Number: 73.000 DCIA{%): 0.000 Peaking Factor: 484.000 Storm Duration (hrs) : 0.000 Time of Conc{min): 36.700 Time Shift (hrs) : 0.000 Max Allowable Q{cfs): 999999.000 EXISTING DRAINAGE AREA OFFITE FROM THE TRACT.... 5.58 ACRE SUB-BASIN... USED FOR THE COMPARISON OF THE PREMISSABLE RELEASE RATES Name: EXBAS-OFF-b Group: BASE Node: 97 Type: SCS Unit Hydrograph Status: Onsite Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 0.430 Curve Number: 83.000 DCIA{%): 0.000 Peaking Factor: Storm Duration (hrs) : Time of Conc{min): Time Shift (hrs) : Max Allowable Q(cfs) : 484.000 0.000 9.900 0.000 999999.000 EXISTING DRAINAGE AREA OFFITE FROM THE TRACT....0.43 ACRE SUB-BASIN... USED FOR THE COMPARISON.OF THE-PREMISSABLE RELEASE RATES -.- ..... Name:- EXBAS-OFF-b-T Group: BASE Node: 99 Type: SCS Unit Hydrograph Status: Onsite Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 0.430 Curve Number: 83.000 DCIA{%): 0.000 Peaking Factor: 484.000 Storm Duration (hrs) : 0.000 Time of Conc(min): 9.900 _Time Shift (hrs) : 0.000 Max Allowable Q{cfs): 999999.000 EXISTING DRAINAGE AREA OFFITE FROM THE TRACT....0.43 ACRE SUB-BASIN... USED FOR THE COMPARISON OF THE PREMISSABLE RELEASE RATES Name: EXBAS-ON Group: BASE Node: 95 Type: SCS Unit Hydrograph Status: Onsite Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page I of3 D D 10 D D D D o D 0- D o o D D o o o u 1.2-1.2-05 Revised 1.2/1.4/05 Wal-Mart Zionsville job.# w05.0481. S~S-II Distribution 24 Hour Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 1.9.1.20 Curve Number: 75.000 DCIA(%): 0.000 Peaking Factor: 484.000 Storm Duration (hrs) : 0.000 Time of Conc(min): 52.700 Time Shift (hrs) : 0.000 Max Allowable. Q (cfs) :. 999999.000 EXISTING DRAINAGE AREA ONSITE FROM THE TRACT.... 1.9.1.2 ACRE SUB-BASIN... USED FOR THE COMPARISON OF THE PREMISSABLE RELEASE RATES Name: EXBAS-ON-T Group: BASE Node: 99 Type: SCS Unit Hydrograph Status: Onsite Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 1.9.1.20 Cu~e Number: 75.000 DCIA(%): 0.000 Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift (hrs) : Max Allowable Q(cfs) : 484.000 0.000 52.700 0.000 999999.000 EXISTING DRAINAGE AREA ONSITE FROM THE TRACT.... 1.9.1.2 ACRE SUB-BASIN... USED FOR THE COMPARISON OF THE PREMISSABLE RELEASE RATES Name: PR-EXBAS-OFF-a Group: BASE Node: SM-E Type: SCS Unit Hydrograph Status: Onsite Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 5.580 Curve Number: 73.000 DCIA(%): 0.000 Peaking Factor: 484.000 Storm Duration (hrs) : 0.000 Time of Conc(min): 36.700 Time Shift (hrs) : 0.000 Max Allowable Q(cfs): 999999.000 EXISTING DRAINAGE AREA OFFITE FROM THE TRACT.... 5.58 ACRE SUB-BASIN... EXISTING CONDITIOS TAKEN INTO SM-E Name: ProBas-off-west Group: BASE Node: SM-W TYPe: SCS Unit Hydrograph Status: Onsite --..~. . Unit Hydrograph:-UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 1..290 Curve Number: 98.000 DCIA(%): 0.000 Peaking Factor: 484.000 Storm Duration (hrs) : 0.000 Time of Conc(min): 5.000 Time Shift (hrs) : 0.000 Max Allowable Q(cfs): 999999.000 PROPOSED DRAINAGE AREA OFFSITE FROM THE WESTERN PORTION OF THE TRACT.... 1..29 ACRE SUB-BASIN.. . INCLUDES A Name: ProBas-on-east Group: BASE Node: SM-E Type: SCS Unit Hydrograph Status: Onsite Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 1.2.340 Curve Number: 98.000 DCIA(%): 0.000 Peaking Factor: 484.000 Storm Duration(hrs): 0.000 Time of Conc(min): 5.000 Time Shift (hrs) : 0.000 Max Allowable Q(cfs): 999999.000 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 20[3 D D I[J 12-12-05 Revised 12/14/05 Wal-Mart Zionsville job.# w05. 0481 SCS-II Distribution 24 Hour lj PROPOSED DRAINAGE AREA ONSITE FROM THE EASTERN PORTION OF THE TRACT.... 12.339 ACRE SUB-BASIN... lj Name: ProBas-on-west Group: BASE Node: SM-W Type: SCS Unit Hydrograph Status: Onsite lj Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 10.400 Curve Number: 98.000 DCIA(%-): 0.000 Peaking Factor: 484.000 Storm Duration (hrs) : 0.000 Time of Conc(min): 5.000 Time Shift (hrs) : 0.000 Max Allowable Q(cfs): 999999.000 lj PROPOSED DRAINAGE AREA ONSITE FROM THE EASTERN PORTION OF THE TRACT.... 10.40 ACRE SUB-BASIN... D lj ~ lj lj D D D lj lj D Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 3 of 3 D D 12-12-05 Revised 12/14/05 Wal-Mart Zionsville job.# w05.0481 SCS-II Distribution 24 Hour D b D D D D Name: 95 Group: BASE Type: Ti~e/Stage RANDOM NODE OF EXBAS-ON Time (hrs) 0.000 15.000 30.000 Name: 96 Group: BASE Type: Time/Stage Base Flow(cfs): 0.000 Init Stage (ft) : 100.000 Warn Stage (ft) : 999.000 Stage (ft) 100.000 100.000 100.000 Base Flow(cfs): 0.000 Init Stage (ft) : 100.000 Warn Stage(ft): 999.000 RANDOM NODE OF EXBAS-OFF-A D o 0- Time (hrs) 0.000 15.000 30.000 Name: 97 Group: BASE Type: Time/Stage Stage (ft) 100.000 100.000 100.000 Base Flow(cfs): 0.000 Init Stage (ft) : 100.000 Warn Stage (ft) : 999.000 RANDOM NODE OF EXBAS-OFF-B Stage (ft) o D D Time (hrs) 0.000 15.000 30.000 Name: 99 Group: BASE Type: Time/Stage 100.000 100.000 100.000 Base Flow(cfs): 0.000 Init Stage (ft) : 100.000 Warn Stage (ft) : 999.000 RANDOM NODE OF BOTH THE INFLOW OF THE EXISTING BASINS FOR THE ONSITE + OFFSITE a + OFFSITE b...TOTAL 25.13 Stage (ft) Name: BNDY-S Base Flow (cfs) : 0.000 Init Stage (ft) : 889.600 Group: BASE Warn Stage (ft) : 999.GOO Type: Time/Stage EXISTING PIPE LEAVING TRACT - SOUTH Time (hrs) Stage (ft) --------------- --------------- 0.000 889.600 9999999.000 999.000 Name: MH-OFF Base Flow(cfs) : 0.000 Init Stage (ft) : 889.700 Group: BASE Plunge Factor: 1. 000 Warn Stage (ft): 999.000 u D D D D Time (hrs) 0.000 15.000 30.000 100.000 100.000 100.000 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. D Page 1 of2 D D 12-12-05 Revised 12/14/05 Wal-Mart Zionsville job.# w05.0481 SCS-II Distribution 24 Hour !D D Type: Manhole, Flat Floor EXISTING MANHOLE BEFORE LEAVING TRACT SOUTH o Stage{ft) Area (ac) 889.700 0.010 999.000 0.010 o Name: MH-W-01 Group: BASE Type: Manhole, Flat Floor Base Flow{cfs): 0.000 Plunge Factor: 1.000 Init Stage (ft) : 890.500 Warn Stage (ft) : 999.000 o PROPOSED MANHOLE IMMEDIATELY DS OF SM-W BEFORE LEAVING TRACT SOUTH o Stage{ft) Area (ac) 890.500 0.010 999.000 0.010 o Name: SM-E Group: BASE Type: Stage/Area Base Flow{cfs): 0.000 Init Stage (ft) : 892.000 Warn Stage (ft) : 899.000 u PROPOSED UNDERGROUND DETENTION ONSITE ..SM-E........ Stage{ft) Area (ac) o 892.000 897.000 999.000 1.000 1.000 1.000 o Name: SM-W Group: BASE Type: Stage/Area Base Flow{cfs): 0.000 Init Stage (ft) : 891.200 Warn Stage (ft) : 999.000 o PROPOSED UNDERGROUND DETENTION ONSITE ....SM-W....... Stage (ft) Area (ac) .. - ~."....;. ~ -"":" _:- - - - - - - ~ ........-. D 89~.200 896.200 999.000 0.700 0.700 0.700 D o o o Interconnected Channel and Pond Routing Model (ICPR) ~2002 Streamline Technologies, Inc. Page 2 of2 o o D 12-12-05 Revised 12/14/05 Wal-Mart Zionsville job.# w05.0481 SCS-II Distribution 24 Hour b D Name: MH-OFF-BNDY-S Group: BASE From Node: MH-OFF To Node: BNDY-S D UPSTREAM Geometry: Circular Span (in) : 24.000 Rise (in) : 24.000 Invert (ft) : 889.700 Manning's N: 0.013 Top Clip (in) : 0.000 Bot Clip (in) : 0.000 DOWNSTREAM Circular 24.000 24.000 889.600 0.013 0.000 0.000 Length (ft) : 100.000 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both "Entrance Loss Coef: 0.000 Exit Loss Coef: 0.000 Bend Loss Coef: 0.000 OUtlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None D D Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall D Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall PIPE FROM MH-OFF TO BNDY-S FROM THE SM-W D Name: MH-W-01-MH-OFF From Node: MH-W-01 Length (ft) : 267.000 Group: BASE To Node: MH-OFF Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Circular Circular Flow: Both Span (in) : 18.000 18.000 Entrance Loss Coef: 0.000 Rise (in) : 18.000 18.000 Exit Loss Coef: 0.000 Invert (ft) : 890.500 889.700 Bend Loss Coef: 0.000 Manning's N: 0.013 0.013 OUtlet Ctrl Spec: Use dc or tw Top Clip (in) : 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip (in) : 0.000 0.000 Stabilizer Option: None D D D Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall D PIPE FROM MH-W-Ol TO MH-OFF FROM THE SM-W u o o o 0- Interconnected Channel and Pond Routing Model (ICPR) @2002 Streanlline Technologies, Inc. Page 1 of 1 o D D b 12-12-05 Revised 12/14/05 Wal-Mart Zionsville job.# w05.0481 SCS-II Distribution 24 Hour D From Node: SM-E To Node: MH-OFF Length (ft) : 163.000 Count: 1 TABLE Count: 1 Bottom Clip (in) : 0.000 Type: Vertical: Mavis Top Clip (in) : 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in} : 10.000 Invert (ft) : 892.000 Rise (in) : 10.000 Control Elev(ft} : 892.000 *** Weir 2 of 2 for Drop Structure SM-E-MH-OFF *** TABLE Count: 1 Bottom Clip (in) : 0.000 Type: Vertical: Mavis Top Clip (in) : 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span (in) : 5.750 Invert (ft) : 895.300 Rise (in) : 5.750 Control Elev(ft} : 895.300 Name: SM-E-MH-OFF Group: BASE D UPSTREAM Geometry: Circular Span (in) : 18.000 Rise (in) : 18.000 Invert (ft) : 892.000 Manning's N: 0.013 Top Clip(in}: 0.000 Bot Clip (in): 0.000 Friction Equation: Solution Algorithm: Flow: Coef: Coef: Spec: Spec: DOWNSTREAM Circular 18.000 18.000 889.700 0.013 0.000 0.000 Entrance Exit Outlet Inlet Loss Loss Ctrl Ctrl D Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall D Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall PROPOSED UPPER CONTROL BOX FOR SM-E D *** Weir 1 of 2 for Drop Structure SM-E-MH-OFF *** o u D o D~ Name: SM-W-MH-W-01 Group: BASE From Node: SM-W To Node: MH-W-01 Length (ft) : 225.000 Count: 1 D Geometry: Span (in) : Rise (in) : Invert (ft) : Manning'S N: Top Clip (in) : Bot Clip (in) : UPSTREAM Circular 18 ,,000. 18.000 891.200 0.013 0.000 0.000 Loss Loss Ctrl Ctrl Friction Equation:' Solution Algorithm: Flow: 'Coef: Coef: Spec: Spec: . DOWNSTREAM Circular i8.000 18.000 890.500 0.013 0.000 0.000 Entrance Exit outlet Inlet D Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstre~m FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall D PROPOSED UPPER CONTROL BOX FOR SM-W D *** Weir 1 of 2 for Drop Structure SM-W-MH-W-01 *** o Count: 1 Bottom Clip(in}: 0.000 Page I of2 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. u Average Conveyance Automatic Both 0.000 0.000 Use dc or tw Use dn Average Conveyance Automatic <. Both 0.000 0.000 Use dc or tw Use dn TABLE o D iO 12-12-05 Revised 12/14/05 Wal-Mart Zionsville job.# w05.0481 SCS-II Distribution 24 Hour o Type: Vertical: Mavis Top Clip (in) : 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span (in) : 10.250 Invert (ft) : 891.200 Rise (in) : 10.250 Control Elev(ft) : 891.200 *** Weir 2 of 2 for Drop Structure SM-W-MH-W-01 *** TABLE Count: 1 Bottom Clip (in) : 0.000 Type: Vertical: Mavis Top Clip (in) : 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span (in) : 8.750 Invert (ft) : 894.500 Rise{in) : 8.750 Control Elev(ft) : 894.500 D D D D D o D D D u D D D u -Interconnected Channel and Pond Routing Model (ICPR) (Q2002 Streamline Technologies, Inc. Page 2 of2 o D D I o D D D o D D u-- D D D D o D D o u 12-12-05 Revised 12/14/05 Wal-Mart Zionsville job.# w05.0481 SCS-II Distribution 24 Hour Name: 01-IN 24-HR Filename: D:\program Files\Icpr3\projects\merge0611\lIN24HR.R32 Override Defaults: Yes Storm Duration(hrs): 24.000 Rainfall File: Scsii-24 Rainfall Amount (in) : 1.000 Time (hrs) Print Inc(min) 10.500 11.000 21.000 22.000 30.000 15.000 1. 000 15.000 1.000 15.000 Name: 02-YR 24-HR Filename: D:\program Files\Icpr3\projects\merge0611\2YR24H.R32 Override Defaults: Yes Storm Duration(hrs): 24.000 Rainfall File: Scsii-24 Rainfall Amount (in) : 2.660 Time (hrs) Print Inc(min) 10.500 11.000 21.000 22.000 30.000 15.000 1. 000 15.000 1. 000 15.000 Name: 10-YR 24-HR Filename: D:\program Files\Icpr3\Projects\merge0611\10YR24H.R32 Override Defaults: Yes Storm Duration(hrs): 24.000 Rainfall File: Scsii-24 Rainfall Amount (in) : 3.830 Time (hrs) Print Inc(min) 10.500 11.000 .21. 000 22.000 30.000 15.000 1. 000 15.000 1.000 15.000 ..---.......: Name: 100-YR 24-HR Filename: D:\program Files\Icpr3\Projects\merge0611\100YR24H.R32 Override Defaults: Yes Storm Duration (hrs) : 24.000 Rainfall File: Scsii-24 Rainfall Amount (in) : 6.460 Time (hrs) Print Inc (min) 10.500 11.000 21.000 22.000 30.000 15.000 1. 000 15.000 1.000 15.000 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 1 of 1 D o 12-12-05 Revised 12/14/05 Wal-Mart Zionsville job.# w05.0481 SCS-II Distribution 24 Hour , , U D D D D D D (0 D D D D u o D i U Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 2 of 1 u D D D D D D D D D ID D D D" D D D D u D 12 -12 - 05 Revised 12/14/05 Wal-Mart Zionsville job.# w05. 0481 SCS-II Distribution 24 Hour Name: 01-IN 24-HR Hydrology Sim: 01-IN 24-HR Filename: D:\program Files\Icpr3\Projects\lIN24HR.I32 Execute: Yes Alternative: No Patch: No Restart: No Max Delta Z(ft}: 1.000 Time Step Optimizer: 10.000 Start Time (hrs) : 0.000 Min Calc Time (sec) : 10.000 Boundary Stages: Delta Z Factor: 0.050 End Time (hrs) : 90.000 Max Calc Time (sec) : 30.000 Boundary Flows: FLOOD ROUTE 1 INCH 24 HR Time (hrs) Print Inc(min} 10.500 11.000 21.000 22.000 90.000 15.000 1. 000 15.000 1. 000 15.000 Group Run BASE Yes Name: 02-YR 24-HR Hydrology Sim: 02-YR 24-HR Filename: D:\program Files\Icpr3\projects\2YR24H.I32 Execute: Yes Alternative: No Restart: No Patch: No Max Delta Z (ft) : Time Step Optimizer: Start Time (hrs) : Min Calc Time (sec) : Boundary Stages: i. 000 10.000 0.000 10.000 End Time (hrs) : 90.000 Max Calc Time (sec) : 30.000 Boundary Flows: Delta Z Factor: 0.050 FLOOD ROUTE 100 YEAR 24 HR .T.ime (hrs) ..~~~~.- -_..:...;.-- -"- --- Print Ipc(minf 10.500 11.000 21.000 22.000 90.000 15.000 1.000 15.000 1.000 15.000 Group Run BASE Yes Name: 10-YR 24-HR Hydrology Sim: 10-YR 24-HR Filename: D:\program Files\Icpr3\Projects\10YR24H.I32 Execute: Yes Alternative: No Patch: No Restart: No Max Delta Z(ft}: 1.000 Delta Z Factor: 0.050 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page I of2 D u o u o D D o D o D o _.,0 D u D D u u 12-12-05 Revised 12/14/05 Wal-Mart Zionsville job,# w05.0481 SCS-II Distribution 24 Hour Time Step Optimizer: 10.000 Start Time (hrs) : 0.000 Min Calc Time (sec) : 10.000 Boundary Stages: End Time (hrs) : 90.000 Max Calc Time (sec) : 30.000 Boundary Flows: FLOOD ROUTE 100 YEAR 24 HR Time (hrs) Print Inc(min) 10.500 11.000 21.000 22.000 90.000 15.000 1. 000 15.000 1.000 15.000 Group Run BASE Yes Name: 100-YR 24-HR Hydrology Sim: 100-YR 24-HR Filename: D:\program Files\Icpr3\Projects\100YR24H.I32 Execute: Yes Alternative: No Restart: No Patch: No Max Delta Z(ft): 1.000 Time Step Optimizer: 10.000 Start Time (hrs) : 0.000 Min Calc Time (sec) : 10.000 Boundary Stages: Delta Z Factor: 0.050 End Time (hrs) :90.000 Max Calc Time (sec) : 30.000 Boundary Flows: FLOOD ROUTE 100 YEAR 24 HR Time (hrs) Print Inc(min) 10.500 11.000 21.000 _22.000 .90..000 15.000 1.000 15.000 1.000 15.000 . Group Run . ... BASE Yes Interconnected Channel and Pond Routing Model (ICPR) (Q2002 Streamline Technologies, Inc. Page 2 of2 D D D D D D D D D Dc D D O. . .'-- -". .-'-~, o o D D , 0- D Output ..,......,,_.,-....... .' .~. . . CJ r::=J-- r:=J CJ EJ CJ CJ CJ CJ P CJ CJ CJ r=:J r=J r:=J r=J -'.CJ r==J I 12-12-05 Revised 12/14/05 Wal-Mart Zionsville job.# w05.0481 . SeS-II Distribution 24 Hour .' . . . ; Simulation Basin Group Time Max Flow Max Volume Volume hrs cfs in ft3 01-IN 24-HR EXBAS-OFF-a BASE'. ,16.637 0.010 0.017 345.640 02-YR 24-HR EXBAS-OFF-a BASE' 12.315 2.348 0.655 13269.200 10-YR 24-HR EXBAS-OFF-a BASE 12.315 5.529 1.404 28444.381 100-YR 24-HR EXBAS-OFF-a BASE 12.233 14.265 3.468 70252.901 01-IN 24-HR EXBAS-OFF-a-T BASE 16.637 0.010 0.017 345.640 02-YR 24-HR EXBAS-OFF-a-T BASE 12.315 "- 2.348 0.655 13269.200 10-YR 24-HR EXBAS-OFF-a-T BASE 12.315 5.529 1. 404 28444.381 100-YR 24-HR EXBAS-OFF-a-T BASE 12.233 14.265 3.468 70252,.901 01-IN 24-HR EXBAS-OFF-b BASE 12.056 0.061 0.132 205.799 02-YR 24-HR EXBAS-OFF-b BASE 12.034 0.698 1.176 1835.903 10-YR 24-HR EXBAS-OFF-b BASE 12.034 1. 248 2.136 3333.914 100-YR 24-HR EXBAS-OFF-b BASE 12.012 2.550 4.513 7044.547 01-IN 24-HR EXBAS-OFF-b-T BASE 12.056 0.061 0.132 205.799 02-YR 24-HR EXBAS-OFF-b-T BASE 12.034 0.698 1.176 1835.903 10-YR 24-HR EXBAS-OFF-b-T 'BASE 12.034 1. 248 2.136 3333.914 100-YR 24-HR EXBAS-OFF-b-T SASE 12.012 2.550 4.513 7044.547 . 01-IN 24-HR EXBAS-ON BASE 13 .702 0.074 0.030 2089.399 02-YR 24-HR EXBAS-ON BASE 12.531 7.270 0.743 51600.951 10-YR 24-HR EXBAS-ON BASE 12.413 16.354 1.536106582.801 100-YR 24-HR EXBAS-ON .BASE 12.413 40.595 3.667254539.941 01-IN 24-HR EXBAS-ON-T BASE 13 .702 0.074 0.030 2089.399 02-YR 24-HR EXBAS-ON-T BASE 12.531 7.270 0.743 51600.951 10-YR 24-HR EXBAS-ON-T BASE 12.413 16.354 1. 536106582.801 100-YR 24-HR EXBAS-ON-T BASE 12.413 40.595 3.667254539.941 01-IN 24-HR PR-EXBAS-OFF-a BASE 16.637 0.010 0.017 345.640 02-YR 24-HR PR-EXBAS-OFF-a BASE 12.315 2.348 0.655 13269.200 10-YR 24-HR PR-EXBAS-OFF-a BASI:; 12.315 5.529 1.404 28444.381 100-YR 24-HR PR-EXBAS-OFF-a BASE 12.233 14.265 3.468 70252.901 01-IN 24-HRProBas-off-west BASE 12.000 1. 382 0.790 3698.631 02-YR 24-HRProBas-off-west BASE 12.000 3.917 2.427 11363.099 10-YR 24-HRProBas-off-west BASE 12.000 5.679 3.591 16814.338 100-YR 24-HRProBas-off-west BASE 12.000 9.623 6.213 29094.047 01-IN 24-HR ProBas-on-east BASE 12.000 13.221 0.790 35380.707 02-YR 24-HR ProBas-on-east BASE 12.000 37.469 2.427108698.173 10-YR 24-HR ProBas-on-east BASE 12.000 54.329 3.591160844.136 100-YR 24-HR ProBas-on-east BASE 12.000 92.057 6.213278310.500 , Interconnected Channel and Pond Routing ModeitfPR) @2002 Streamline Technologies, Inc. Page 1 of2 ~ ., --- M~~'_M - -~3-[~5-~~- --- r::=J EJro EJ r=:J o E:J . t:=J t:= r=J LJ CJ 12-12-05 Revised 12/14/05 Wal-Mart Zionsville o job.1I w05.0481 SeS-II Distribution 24 Hour Simulation Basin Group Time Max Flow Max Volume Volume hrs cfs in ft3 01-IN 24-HR ProBas-on-west ~SE 12.000 11.142 0.790 29818.424 02-YR 24-HR ProBas-on-west BASE 12.000 31.578 2.427 91609.481 10-YR 24-HR ProBas-on-west f3ASE 12.000 45.788 3.591135557.457 100-YR 24-HR ProBas-on-west 'BAsE 12.000 77.584 6.213234556.661 EJ CJ r=:J r:=J r=:=J EJ oo.~ r:=J Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 2 of2 r=:J ~=r~ ~ t=J CJ CJ" ,t=] CJ r::=J ,I::J CJ r=J ~ r::=J CJ a==J CJ'-- ,r:=J r=J 12-12-05 Revised 12/14/05 Wal-Mart Zionsville job.# w05.0481 seS-II Distribution 24 Hour Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs 95 BASE 01-IN 24-HR 0.000 100.000 999.000 0.000 0.000 13.746 0.073 0.000 0.000 95 BASE 02-YR 24-HR 0.000 100.000 999.000 0.000 0.000 12.504 7.230 0.000 0.000 95 BASE 10-YR 24-HR 0.000 100.000 999.000 0.000 0.000 12.496 16.092 0.000 0.000 95 BASE 100-YR 24-HR 0.000 100.000 999.000 0.000 0.000 12.499 39.442 0.000 0.000 96 BASE 01-IN 24-HR 0.000 100.000 999.000 0.000 0.000 16.746 0.010 0.000 0.000 96 BASE 02'-YR 24 -HR 0.000 100.000 999..000 0.000 0.000 12.254 2.264 0.000 0.000 96 BASE 10-YR 24-HR 0.000 100.000 999.000 0.000 0.000 12.254 5.471 0.000 0.000 96 BASE 100-YR 24-HR 0.000 100.000 999'.000 0.000 0.000 12.254 14.158 0.000 0.000 97 BASE 01-IN 24-HR 0.000 100.000 ' 999.000 0.000 0.000 12.004 0.048 0.000 0.000 97 BASE 02-YR 24-HR 0.000 100.000 999.000 0.000 0.000 12 . 004 0.666 0.000 0.000 97 BASE 10-YR 24-HR 0.000 100.000 999.000 0.000 0.000 11.996 1.209 0.000 0.000 97 BASE 1pO-YR 24-HR 0.000 100.000 999.000 0.000 0.000 12.001 2.515 0.000 0.000 99 BASE 01-IN 24,-,HR 0.000 100.000 999.000 0.000 0.000 13 .754 0.087 0.000 0.000 99 BASE 02-YR 24-HR 0.000 100.000 999.000 0.000 0.000 12.496 9.196 0.000 0.000 99 BASE 10-YR 24-i1~ 0.000 100.000 999.000 0.000 0.000 12.496 20.458 0.000 0.000 99 BASE 100-YR 24-,HR 0.000 100.000 999.000 0.000 0.000 12.499 50.024 0.000 0.000 BNDY-S BASE 01-IN, 24-HR 90.004 889.601 999.000 0.000 30.784 13.046 1. 658 0.000 0.000 BNDY-S BASE 02-YR 24-HR 90.004 889.601 999.000 0.000 32.096 12.971 5.557 0.000 0.000 BNDY-S BASE 10-YR 24'~HR 90.004 889.601 999.000 0.000 32.814 13 .096 7.373 0.000 0.000 BNDY-S BASE 100-YR 24-HR 89.999 889.601 999.000 0.000 34.266 13 .158 12.457 0.000 0.000 MH-OFF BASE 01-IN 24-HR 13.046 890.351 999.000 0.014 721.757 13 .104 2.178 13.046 1. 658 MH-OFF BASE 02-YR 24-HR 12.954 890.896 999.000 0.030 704.544 12 . 946 5.557 12.971 5.557 MH-OFF BASE 10-YR 24-HR 13 .079 891.096 999.000 0.027 651. 987 13 . 087 7.373 13 . 096 7.373 MH-OFF BASE 100-YR 24-HR 13 .132 891. 704 999.000 -0.024 473.436 13 .149 12.457 13 . 158 12.457 MH-W-01 BASE 01-IN 24-HR 12.954 890.976 999.000 -0.015 624.883 12.813 0.996 12.954 1. 564 MH-W-01 BASE 02-YR 24-HR 12.829 891.284 999.000 0.025 625.921 12.704 3.068 12.762 3.067 MH-W-01 BASE 10-YR 24-HR 12.954 891.536 999.000 0.025 599.900 12.821 3.966 12.871 3.964 MH-W-01 BASE 100-YR 24,-HR 13.033 892.991 999.000 0.040 445.613 12.574 6.371 12.841 6.357 SM-E BASE 01-IN 24-HR' 13 .454 892.551 899.000 0.009 43560.000 11.996 13 . 066 13 .429 0.621 SM-E BASE 02-YR 24-HR 13.313 893.746 899.000 0.025 43560.000 11. 996 37.856 13.313 2.507 SM-E BASE 10-YR 24,':HR 13 .454 894.720 899.000 0.037 43560.000 11.996 56.247 13.454 3.435 SM-E BASE 100-YR .24-HR 13 .474 896.978 899.000 0.040 43560.0,00 12.001 99.526 13.483 6.157 SM-W BASE 01-IN 24-HR 12.,813 891. 886 999.000 0.012 30492.000 11.996 12.378 12.813 0.996 SM-W BASE 02-YR 24-HR 12.671 893.201 999.000 0.032 30492.000 11.996 35.091 12 . 704 3.068 SM-W BASE 10-YR 24-HR 12.813 894.137 999.000 0.047 30492.000 11.996 50.884 12.821 3.966 SM-W BASE 100-YR 24.HR 12.858 896.181 999.000 0.050 30492.000 12.001 87.013 12.574 6.371 Interconnected Channel and Pond Routing Model (ICPR) ~2002 Streamline Technologies, Inc. ~ 1\ -~~~.':~~:'~,: ....~1()4ZS:. Page I of 1 r==r 9"" CJ EJ EJ EJ, r=J r=:J r:=J ,'r=J I CJ a=J EJ r::=J 12-12-05 Revised 12/14/05 Wal-Mart Zionsville job.# w05.0481 SCS-II Distribution 24 Hour " .',\ .~; Max Time Max Max Max Time Max Max Time Max Name Group Simulation Flow Flow Delta Q US Stage US Stage DS Stage DS Stage hrs cfs cfs hrs ft hrs ft ! MH-OFF-BNDY-S BASE 01-IN ~4CHR 13.046 1. 658 0.119 13.046 890.351 13 . 046 890.046 MH-OFF-BNDY-S Bfl.SE 02-YR .4-HR 12.971 5.557 0.292 12.954 890.896 12.954 890.432 MH-OFF-BNDY-S BASE 10-YR 24-HR 13 .096 7.373 0.266 13.079 891. 096 13.079 890.565 MH-OFF-BNDY-S BASE 100-YR 24-HR 13 .158 12.457 0.267 13.132 891.704 13.041 890.870 MH-W-01-MH-OFF BASE 01-IN 24-HR 12.954 1. 564 -0.681 12.954 890.976 13.046 890.351 MH-W-01-MH-OFF BASE 02-YR 24.-HR 12.762 3.067 -1.204 12.829 891.284 12.954 890.896 MH-W-01-MH-OFF BASE 10-YR 24~HR 12.871 3.964 1.245 12.954 891.536 13 . 079 891. 096 MH-W-01-MH-OFF BASE 100-YR 24-HR 12.841 6.357 -1.288 13.033 892.991 13.132 891. 704 SM-E-MH-OFF BASE 01-IN 24-HR 13.429 0.621 0.013 13.454 892.551 13 . 046 890.351 SM-E-MH-OFF BASE 02-YR 24-HR 13.313 2.507 0.058 13.313 893.746 12.954 890.896 SM-E-MH-OFF BASE 10-YR 24-HR 13 .454 3.435 0.041 13 .454 894.720 13 .079 891.096 SM-E-MH-OFF BASE 100-YR 24-HR 13.483 6.157 0.222 13.474 896.978 13.132 891. 704 SM-W-MH-W-01 BASE 01-IN 24-HR 12.813 0.996 -0.034 12.813 891. 886 12.954 890.976 SM-W-MH-W-01 BASE 02-YR 24-HR 12 . 704 3.068 -0.074 12.671 893.201 12.829 891. 284 SM-W-MH-W-01 BASE 10-YR 24-HR 12.821 3.966 -0.075 12.813 894 . 137 12.954 891.536 SM-W-MH-W-01 BASE 100-YR 24 -HIi 12.574 6.371 0.093 12.858 896.181 13.033 892.991 ., t=J t=J I:::=r' I=::J t=J Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamlme Technologies, Inc. r.age 1 of 1 =11~l=l~-K.S l j J o U o u u u ,0. o u o u [' u-- u -.. .. ".- . . ' . . . .-- .