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Home My WebLink AboutDrainage Report I I I I I I I I I I I I I I I I I I I DRAINAGE REPORT WALNUT CREEK MARKETPLACE DUKE CONSTRUCTION CARMEL, INDIANA May 2004 I I I 'I :1 'I :1 'I :1 'I 'I I I I 'I 'I 1 1 .1 TABLE. OF CONTENTS D"RAI:NAG:E SUMMARY 0000000000000000000.0.00.0...0..0000000000.0000000.0 0 0 0 0 0 0 0 000000.0000000.00000.00000.000.00.00.000000 SECTION 1 PRE-DEVELOPMENT DRAINAGE CALCULATIONS 00000000000..000.00..0000.000000.0000000000000000..0 0 0 0 0.0000000 SECTION 2 POST ~DEVELOPMENT DRAINAGE CALCULATION,S 0000000000000000.000.000.00000000000000.000000000000 0 00.000000 SECTION 3 STORM SEWER CALCULATIONS 00000000000000000.00..0000000000000..000000000000000 0 0 0 0 00000000.000000000.00000.000.00 SECTION 4 Wool pert May 2004 Walnut Creek Marketplace Duke Construction I I I I I I I I 1 1 1 I 1 I I 1 I 1 ,I DRAINAGE SUMMARY Pre-Developed Conditions The existing 65+/- acre site is located on the east side of Michigan Road (US 421), south of 106th Street in the City of Carmel, Hamilton County, Indiana. At present, the site is occupied by grass, brush, and trees. Soil types present on the site are Brookston Silty Clay Loam and Crosby Silt Loam. The entire site currently drains into the existing legal drain that crosses the property. This legal Qrain leads to Crooked Creek. The release rate from the proposed development will be restricted to 0.25 cfs/acre, a total of 14.47 cfs for the disturbed area of 57.87 cfs. This release rate is more restrictive than controlling the 10-year and 100-year post- development flows to the 2-year and 10-year pre-development flows respectively. The pre-development calculations are included in Section 2 for reference. According to the FEMA Flood Boundary and Floodway Map, Community Panel 18057C0215 F, the site lies outside of the 100-year floodplain or floodway. Post-Developed Conditions The developed conditions for this project include a 165,000 SF retail building, two outlot parcels with 16,000 SF buidings, associated parking, internal roads, relocation of a legal drain, and associated utilities. Stonn drainage for the proposed conditions will be through inlets and stonn sewer pipes. The stonn sewer system will connect to the relocated legal drain that flows into a series of detention ponds on the east side of the property. Crooked Creek is the ultimate receiving water for the proposed outlet. The site will drain to the proposed detention ponds, located on the east side of the property, through a storm sewer network. Pond B will outlet into an existing ditch that flows east into Crooked Creek. A IS-inch outlet pipe from Pond B will control the outflow to IO.46cfs. This is less than the allowable 14.47 cfs described above. In order to prevent flooding, an emergency overflow weir will be placed at the 100-year pond elevation of 881.90 ft. A proposed watershed map for this site can be found in Section 3 of this report. The ponds were analyze'd using the SCS Method and the Advanced Interconnected Channel and Pond Routing (AdICPR) program version 3.02. The pond is designed to regulate the 100-year, 24-hollr rainfall ,event to 10.46 cfs into the existing ditch on the east side of the property. This is 4.01 cfs less than the 14.47 cfs restrictive release rate described above. Woolpert May 2004 Walnut Greek Marketplace Duke Construction I I I I 1 1 I 1 I 1 1 1 1 I I I I I I Normal Pool Acreage tOO-Year Release Rate (cfs) Elevation Pond A 874.00 0.86 881.90 6.23 Pond B 874.00 0.23 880.93 N/A Pond C 874.00 0.37 880.98 N/A Pond D 874.00 1.05 881.04 N/A Pond E 874.00 0.29 881.51 N/A Time of concentration calculations and runoff values can be found in Section 2 of this report. The time of concentration was assumed to be 5 minutes for all storm sewer calculations and the runoff value calculations are located in Section 4. Conclusion The development of this property includes a 165,000 SF retail building, two outlots, parking areas, internal roadways, the extension of all necessary utilities, and the reduction of the storm water outflow. The proposed development of Walnut Creek Marketplace has been designed in accordance with the Hamilton County Drainage Regulations. The post-developed release rate of 10.46 cfs is less than the restrictive release rate of 14.47 cfs. Therefore, no adverse impacts are anticipated from this development. Woolpert May 2004 Walnut Creek Marketplace Duke Construction i~fW."'i,;2f'\;{:~~" ,i',",'.i~~~$K,~" ~~(i!;~91;'if$,~~r%j;:{~';~i\;;,.:'~;;;'>~ - - -, ,- ';"~i~Jin_liio,; 1912~"'iit'ptIotOifaiItIY bY tilt U. S. Department of Agriculture. Soil Conservation Service and cooperatiDg agenCIes. Co<<dinate .grid tickS and land division corners. if Shown';i~~~~~~~,~~~::~.~~:I.~~~,~lh~~~, AtW~i~~1~:~m:i~li~~~'i\m~~d~..ana.:9oopo'aun.....aonc ,... - - - - - 890000 FEET Cl"-1 BOONE 3ti Y2 ~ '0 1 Mile ~ 1----1 ~ I I I I I I I I 5000 4000 3000 2000 1000 0 5 000 Feet JIll- ~,..-.::.Io 1 .1 " QI1 f'\ I 1 I I I 1 1 I 1 I I I I I I I I I I PRE.DEVELOPM-ENT CALCULATIONS Wool pert May 2004 Walnut Creek Marketplace Duke Construction I I I 1 I 1 I 1 I I I 1 I I I I I I I Project: The Silverstone @ Ameripfex Location: Indianapolis, Indiana Prepared by: SLP Date: 5/13/2004 Overall Drainage Basin - Proposed Area or 0/0 CN CN x A Impervious 7.28 98 713~44 Grass 2.27 74 :....:167.S8 0 .. 0 0 .' Total: ~;: ~%~:g;t";:~1 ~""" 8St1A2 I Use CN: II "92 II Overall Drainage Basin - Existing Area or 0/0 CN CNxA Impervious 98 Grass 9.55 74 ...... .' ..... Total: t 9Yt&&2 i t 'Z06i7 ~ Use CN: II 7~ II Offsite Drainage Basin Area or % CN CNxA Impervious 3 98 'Z~.~... ". .'. 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Total: t" FiifilM~t,' t 1 (1)'2'116351 Use CN: II 0;61 II Basin 11 Pavement Grass Rooftop Total: 1010;"'1 1 0;03J4i I Use C N :11 (D';g~ II I I I I I I I I I I I 1 ,I I I I I I I Basin 12 Area 'or 0/0 C CxA Pavement 0.17 0.85 0.1445 Grass 0.25 0 Rooftop 0.69 0.9 0.621 0 0 Total: ~ ('};86 I I 0.7655 I Use CN: II 0.89 II Basin 13 Area or 0/0 C CxA Pavement 0.24 0.85 0~204 ...... ~:..c Grass 0.25 0 Rooftop 0.65 0.9 0.585 ..... 0 .-.... .C". .0..... ...c.. Total: ~t! (i)i~89;"~;; I ~ ;'.027.89 I Use CN: II m89 II Basin 14 Area or% I C CxA Pavement 0.28 0.85 0.238 Grass 0.25 _0 : Rooftop 0.65 0.9 ..... OL585 ..c.,:.:.....'... () .......}i .0 ... .....c ......... Total :tr. 0198 ~ I 01828 I Use CN: II m88 II Basin 15 Area or 0/0 C CxA Pavement 0.22 0.85 ........ -..... Sf _"'C'. (.J~ Grass 0.25 .. '. ....... .... ..... ....>. Rooftop 0.65 0.9 fl" ~fi. '. ..... To ta I :1"('}'i8iZ " J,I ~f'J.,[ 'l'J.: I Use CN:II ~;,@:9 II I I I I 1 1 I I I I I I I I I I I I I Basin 16 Area or 0/0 C CxA Pavement 0.58 0.85 0.493 Grass 0.25 0 Rooftop 0.65 0.9 0.585 0 0 Total: I 1..23 I ~ .1.078 I Use CN: II 0.88 II Basin 17 Area or 0/0 C CxA Pavement 0.44 0.85 0:374 Grass 0.47 0.25 0..t175 Rooftop 0.9 0 0 c, ,,0..,...... " . ....". T ota I : ~V<i1'{;9Ar I I 0I.:.4:9rti5 t Use CN: II OI.S:.4: II Basin 19 Area or % C C xA Pavement 0.08 0.85 O~O68 Grass 0.08 0.25 0.02 Rooftop 0.9 .,..,.... .i. 0 i' .0, ,.,..,iO Total: t <i1J'Q ~ ~... 0:088 ~ Use CN: II 0!55 II Basin 20 Pavement . Grass Rooftop Area or% C CxA 0.07 '0.85 0.13 0.25 0.9 T ota I: ~ ,;Og~'.'il ~:(jm(jf92 I Use C N :11<i1dk'11@11 I I I I I I I I I I I I I I I I I I I Basin 21 I Area or 0/0 I C r CxA Pavement 0.07 0.85 0.0595 Grass 0.13 0.25 0.0325 Rooftop 0.9 0 0 0 Total: 1 0.2 I ~ 0.092 I Use CN: II 0.46 II Basin 22 Area or% C CxA Pavement 0.28 0.85 0.238 Grass 0.14 0.25 0:.035 '." Rooftop 0.9 0 .' 0 o. " ..' T ota I: ~j':€)J:2fz 1 ~0'tz#3 I Use CN: II 0:65 II Basin 23 Area or 0/0 C C x A Pavement 0.06 0.85 0.051 '.. Grass 0.1 0.25 0:.025 Rooftop 0.9 0 .' 0 -c . 0 . .< .: Total: t n.1\6 ~ t 0;076 1 Use CN: II 0,;48 II Basin 24 Area or 0/0 C CxA Pavement 0.06 0.85 I:" ." 'Grass 0.1 0.25 '.' ...:'A: ..... I,' Rooftop 0.9 . .. .. '. 0 p ..i....<. ,..0 / Total: I' 0\.$6'1 1 OHi)76 ~ Use CN: liD !1l~I~ ill I I I 1 I I I I I I I I I I I I I I I Basin 25 Area or 0/0 C CxA Pavement 0.05 0.85 0.0425 Grass 0.02 0.25 0.005 Rooftop 0.9 0 0 0 T ota I: ~ 0.07 I I 0.0475 I Use CN: II 0.68 II Basin 26 Area or 0/0 C C x A Pavement 0.89 0.85 .0.7565 .' .. Grass 0.12 0.25 I.... O~O3 ". I Rooftop 0.9 0 0 >.uii'P . Total: ~ ~;'I(1Jrf't ~., 0'!'c86.5 I Use CN: II 0'::li8 II Basin 27 Area or 0/0 I C C x A Pavement 0.82 0.85 0.697 Grass 0.06 0.25 ........ 0.045 Rooftop 0.9 >...'.....p .... iu.O 'i" 0 .,i. Total:t am8..J J 0'.712 ~ Use CN: II 0:81 II Basin 28 Area or 0/0 C CxA Pavement 0.81 0.85 Grass 0.07 0.25 Rooftop 0.9 ..........'0 ....... Q /C> <... Total: I ai88 I ~: a/lia6 I Use CN: II 0'!8(!) II I I I I I I I I I I I I I I I I I I I Basin 29 Area or 0/0 C CxA Pavement 0.88 0.85 0.748 Grass 0.15 0.25 0.0375 Rooftop 0.9 0 0 0 Total: ~ 1.03 I t 0.7855 I Use CN: II 0.76 II Basin 30 I Area or 0/0 C CxA Pavement 0.69 0.85 0.5865 Grass 0.2 0.25 ".0' 0.05 Rooftop 0.9 0 0 0 Total: t 61t8!)} 1 t 6r6365 ~ Use CN: II 0';';:2 II Basin 31 Area or% C CxA Pavement 0.03 0.85 0.0255 Grass 0.01 0.25 "'O.od25 Rooftop 0.9 0 0 .,. 0 , ..... Total: I 0-.64. ~ I 01:'028 I Use CN: II.. 6:'70 II Basin 32 Area or 0/0 C C x A Pavement 0.85 0.85 (;)t"l~?5 Grass 0.1 5 0.25 Rooftop 0.9 00': 0 .0.' 0 .(} Total: 1 ~ II .1'1 t Use CN: II 1 0.76 :Oi.],~ I I I I I I I I I I I I I I I I I I I Basin 33 Area or 0/0 C CxA Pavement 0.84 0.85 0.714 Grass 0.11 0.25 0.0275 Rooftop 0.9 0 0 0 Total: I Q}95 ~ ~ 0.7415 ~ Use CN: II 0.78 II Basin 37 Area or % C CxA Pavement 0.07 0.85 O~O595 Grass 0.02 0.25 0.005 Rooftop 0.9 0 .: 0 ...: 0 . .. T ota I: ~ (i);J61~"""'1 ~ 0',,0645 I Use CN: II mn II Basin 38 Area or 0/0 C CxA Pavement 0.07 0.85 0.0595 Grass 0.25 0 Rooftop 0.9 0 '.: '..: 0 0 T ota I: I ()f:(')){ "~t I'm 0595 ~ Use CN: II 0.8511 Basin 39 Area or 0/0 C I C x A Pavement 0.17 0.85 Oi14-45 .... Grass 0.04 0.25 I':..: ::~)JQ1 Rooftop 0.9 ,:,".' <'.PQ :.' () ..:.....::: ..-.. (j Total: I (')lf~~.. I ~. 0.1545 I Use CN: II OJp4 II I I I I 1 I I I I 1 I I 1 I I I I I I Basin 40 Area or % C CxA Pavement 0.15 0.85 0.1275 Grass 0.25 0 Rooftop 0.9 0 0 0 Total: ~ 0,01'('>1 ~ 0,.1275 I Use CN: II 0,.85 II Basin 41 Area or 0/0 C CxA Pavement 0.72 0.85 0.612 Grass 0.1 0.25 0.025 Rooftop 0.9 0 0 :.:i..... :.. 0 T ota I: ~'~ltJ~i!i{~'''' ;'1 t;/o';637 I Use CN: II 0,.78, .11 Basin 42 Area or 0/0 C CxA Pavement 0.09 0.85 O~O765 Grass 0.12 0.25 ......:.........0.03 Rooftop 0.9 0 .':.' 0 .' 0: . Total: I" 1i)';~1';~ I 0.1065 I Use CN: II 0,.51 II Basin 43 Area or % C C x A Pavement 0.09 0.85 " (}.0165 .'. Grass 0.12 0.25 ............ ......Cl.()3 Rooftop 0.9 :. '.:: :.:. ':." .: 0 .' c:.:.: ..:0 Total: ~ ,O,if211 1 t .Q.I0Qp I Use C N :11, 0,1.51 II I I I 1 I I I I I 1 I I I 1 I I I 1 I Basin 44 Area or 0/0 C CxA Pavement 0.17 0.85 0.1445 Grass 0.07 0.25 0.0175 Rooftop 0.9 0 0 0 Total: ~ ().4~ t ~ 0.162 1 Use CN: II 0:68 II Basin 45 Area or% C CxA Pavement 0.15 0.85 O~1"275. ........ Grass 0.01 0.25 0.0025 Rooftop 0.9 0 0 '., .:....,.. 0 ....... .'.., , t Use CN: II m;1i3 I 0;81 II T ota I: ~!if';<i0';i1!Q! Basin 46 Area or ok C C x A Pavement 0.05 0.85 O~()tf25 Grass 0.08 0.25 0.02 ." Rooftop 0.9 0 .'."... 0 ".' "". ...".... 0 .......... Total: Ii '..01',173' 'I 10.0625 1 Use CN: II QE48 II Basin 47 Area or% C I CxA Pavement 0.06 0.85 O~051 Grass 0.08 0.25 :@, ~2 .' Rooftop 0.9 ',. ,.". ". ....' .'. ,......... , T ota I : .~ .77(i!',~1}}1 t 0,0'11 1 Use C N : 11()'I~;] II I I 1 I 1 I I 1 I 1 I 1 I I I I 1 I I Basin 50 Area or 0/0 C CxA Pavement 0.18 0.85 0.153 Grass 0.03 0.25 0.0075 Rooftop 0.07 0.9 0.063 0 .. 0 Total: 1< 0;28 1 ~ 0.2235 1 Use CN: II. 0;80 II Basin 51 Area or% C CxA Pavement 0.17 0.85 ,0 ~t4-45 Grass 0.03 0.25 0.0075 Rooftop 0.07 0.9 0:063 0 .' J) ',' '..... .'? Total: ~rj;j!rjfQ;~ili'1 ~ Q?~1X5 1 Use CN: II iQiJ8~;;11 Basin 52 Area or % C CxA Pavement 0.06 0.85 Grass 0.03 0.25 ~. ...... Rooftop 0.9 ....,.."'''','......... .",. ,. .,.' , '.... .,.'. '. .., 'C". ..'.." .'. ". Total: ';f ~~~~< ~ t 0.0585 i Use CN: II Q;65 II Basin 53 Area or % C CxA Pavement 0.18 0.85 :....' ..\ ~1 ". Grass 0.04 0.25 '>, ". .'. Rooftop 0.07 0.9 '( 3< ...'. .,c'. '. :.,.;,._,;.."....,....,. ,t.' .'.. T ota I: l{\f;?~~p; :;:1 ~c, !11r~22() 1 Use CN:~F~tu'fl!8 II I I I I 1 1 I 1 I I I I I I I I 1 I I Basin 54 I Area or % I C I CxA Pavement 0.18 0.85 0.153 Grass 0.05 0.25 0.0125 Rooftop 0.07 0.9 0.063 0 0 Total: IQ19 I I 0.2285 I Use CN: II Oa:6 II Basin 55 Area or% C CxA Pavement 0.2 0.85 O.t1 Grass 0.21 0.25 00<;)525. Rooftop 0.9 0 ., 0 ()>.... Total: I!';;: !!Q1!:I~ . Xii 10~2~2p'i%~ Use CN: II .(;)~,~ II Basin 56 Area or % C CxA Pavement 0.19 0.85 ... Grass 0.06 0.25 ',. '..' ,e;;;;:. Rooftop 0.9 ........'... ...... ...... ,"': :;... '.'. '. .......: Total: Ii; 01\251'1 ~,. 0;111:65 I Use CN: II': /'011'1 II Basin 57 Area or % C CxA Pavement 0.19 0.85 .,1 Grass 0.25 :. :<.... .':..... ... .. Rooftop 0.9 ..... '.' :e. .. ......... T ota I: ~rQ';!~i~)' I t:i,'!Q,;!1!!211!g I Use C N : II!L,!\!I~~~ II I I 1 I I 1 I I 1 I I I I I I I 1 1 I Basin 58 Area or 0/0 C CxA Pavement 0.15 0.85 0.1275 Grass 0.05 0.25 0.0125 Rooftop 0.9 0 0 0 Total: I 0.2 I I 0.14 I Use CN: II 0".70" II Basin 59 Area or 0/0 C CxA Pavement 0.15 0.85 0.1'275 Grass 0.25 "() .". ...... Rooftop 0.9 0 .':. 0 ...... ..0..... .. T ota I: ~/(~$ini5'; I ~.. O:!:1:2ikS I Use CN: IlaiBS II Basin 60 Pavement Grass Rooftop Area or 0/0 C CxA 0.2 0.85 0.03 0.25 0.9 Total: I ~l~'~r' I I '9: 11"ts'7ip ~ Use CN: II fJ(77 II Basin 61 Area or oAt C cxA Pavement 0.19 0.85 .... ..'. Grass 0.13 0.25 Rooftop 0.11 0.9 ... W~.., '.",,:'. ..'... .' ........ Total: I~:' O!!,~~!! ~ ~. '0Jt'29a I Use CN: II 0Jt€iB II I I I I I 1 I 1 I I I I I I I I I I I Basin 62 Area or 0/0 C CxA Pavement 0.19 0.85 0.1615 Grass 0.17 0.25 0.0425 Rooftop 0.11 0.9 0.099 0 ! 0 Total: I OL47" I I . .0.303 I Use CN: II 0.64 II Basin 63 I Area or 0/0 C CxA Pavement 0.18 0.85 0.153 Grass 0.04 0.25 0.01 Rooftop 0.9 0 '. 0 Cl ..... ..... Total: ~ 0\,22 t li0'.';tQ~ ; , Use CN: IlmJ!tt II Basin 64 Area or 0/0 C C xA Pavement 0.08 0.85 OL068 Grass 0.11 0.25 0.0275 Rooftop 0.9 .... 0 0 .... ..... (I .............. Total: I 0\;19 ';~ I' 0:0965 , Use CN: II' 0:50 II Basin 65 Pavement Grass Rooftop Area or 0/0 0.13 0.08 0.11 "'." . ""'1 .,.. ..... ..... <"lID'g ...../'\1"\1'\< ...>' ~~. C 0.85 0.25 0.9 CxA '. ..... Total: .~. 0';~1a I t n'~~~~.q I Use CN: I'I~~~' II I I I 1 1 1 I 1 I 1 I 1 I I I I 1 I I Basin 66 Area or 0/0 C CxA Pavement 0.19 0.85 0.1615 Grass 0.12 0.25 0.03 Rooftop 0.11 0.9 0.099 0 .' 0 Total: I 0.42 ~ ~ O'~2905 I Use CN: II 0.69 II Basin 67 Area or % C CxA Pavement 0.09 0.85 0.07.65 Grass 0.03 0.25 0.0075 Rooftop 0.9 0 0 ....... 0 "'... ..>' Total: Is;'" @:;:1t2JI ~ 01013~ I Use C N : II 0:'7(1) II Basin 68 Area or 0/0 C C x A Pavement 0.19 0.85 .... ."..'...'0. 16lS Grass 0.1 1 0.25 Oi0275 Rooftop 0.9 0 ........ .. 0 .:... ....p ......... I I .0.:1139 t Use CN: II 0:.63 II Total: ~ Of3 Basin 69 Area or 0/0 C C xA Pavement 0.07 0.85 ' o {(J595 Grass 0.05 0.25 .' f' f .1.... Rooftop 0.9 ............... ..> ..' ....... ... .. .... ........ .... T ota I : I; . (1)1:1'2 'I I (1)1(1)'72 I Use C N : II (1)l6(1) "II I I I I I I I I I I I I I 1 I I 1 I I Basin 70 Area or 0/0 C CxA Pavement 0.09 0.85 0.0765 Grass 0.25 0 Rooftop 0.9 0 0 0 Total: I 0.09 I ~ 0.0765 I Use CN: II 0.85 II Basin 71 Area 0..% C C xA Pavement 0.21 0.85 0;.1"Z85 .' Grass 0.17 0.25 0;.04-25 Rooftop 0.9 0 ..' 0 '. . I).i'"" . Total: ~"h '(11~8'7 I t 0~~2c1 I Use CN: II m58 II Basin 72 I Area or % C CxA Pavement 0.07 0.85 OL0595 Grass 0.02 0.25 0.005 '. Rooftop 0.9 0 0 ..' ...' 0 Total: I 0V09 I ~'0:0645 I Use CN: II 0:7'2 II