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Home My WebLink AboutDrainage Report I I I -I :-1 -I :1 :"'1 " 'I tl [r".' ~I fi. f: ;..... tl.' r.> , r: .~ , I.'..' .': . ...... 'I ~":l I [. t DRAINAGE SUMMARY Introduction Lauth Property Group is proposing an expansion to the Meridian Corporate Plaza located on a 23-acre site south of Pennsylvania. Street, west of College Avenue along the north side of Interstate 465 in Cannel, Indiana. Currently~ Lauth's corporate headquarters is located at 401 Pennsylvania Parkway, the only existing building within the office park. Plans for a 5-story hospital facility and medical office building were prepared in the fall of2002. This project was never constructed as the medical project is now under con~truction at another site in Cannel. The current plan is to construct two additional 131 ,000 SF office buildings (MCP Two and MCP Three) centered about a re-shaped and enlarged detention pond, which will be essentially centered about the existing MCP One building (Lauth headquarters). Each additional building will have a new surface parking lot. The eastern and western ends of the existing MCP One parking areas will be modified in order to accommodate the new buildings and to allow connection to the new parking areas. In addition, an existing parking lot owned by the existing Wyndham hotel near the southwest comer of the site will be used by tenants within the western MCP Two building by virtue of a parking easement. The site is not located within the 100-year flood zone per the Flood Insurance Rate Map 18057C02l7F, effective date February 19, 2003. Soil types found at the site are of the Crosby and Brookston varieties. A previous drainage report prepared by American Consulting, Inc. dated November 4, 2002 for the aforementioned medical building project were used as a reference in the preparation of this report and related calculations. Existing Drainage Conditions The existing pond located on the site immediately south of the MCP One building accommodates storm water runoff from the existing MCP One site, the Wyndham Garden Hotel and Unysis Building from the west, and a residential neighborhood from the north. In addition, another pond located in the southwest quadrant of the site and constructed as part of Phase 1 of the medical building project, exists on the site and will be filled as part of this project. A total of73.1 acres, including 45.9 acres of Meridian Corporate Center and 27.2 acres of the offsite residential area flows through these ponds. These drainage areas are slightly different than those indicated in the ACE report. However, further study of the area has shown that the new acreages are somewhat more accurate and will be used for the purposes of this rep~rt. Outflow from each of these ponds exits the site through a culvert located along the north side and within the right-of-way of Interstate 465. Wool pert July 22, 2005 Meridian Corporate Plaza Lauth Property Group . I I I I I I ,I I I f": I I r....' I I: I'~ - -*- Ihl -- ,:........ -1 -:, ~.., ;.Ir:....:...' ; ,! 1('_] .-, It should be noted that the Clara Knotts Regulated Drain flows through the site taking storm water from an area generally bounded by 106th Street to the north, College Avenue to the east, and Meridian Street to the west. Within the boundary of the subject site, the Clara Knotts Drain is enclosed within a 66-inch reinforced concrete pipe. The pipe carries storm water from approximately 300 acres of the upstream watershed and flows directly to the outlet culvert under 1-465. Since this pipe does not flow into the Meridian Corporate Center pond, its flow will be ignored for the purposes of sizing the reconfiguredJenlarged pond. The November 4, 2002 study by American Consulting, Inc. referred to calculations for allowable runoff based on the Huff rainfall distribution. Since the current Hamilton County regulations require that the SCS Type II rainfall distribution be used, the allowable discharges were re- calculated and were found to be as follows: Allowable Peak Discharge Summary: Proposed Storm Event 10- ear 100- year Base Storm Event 2- ear Pre-Develo ed lO-year Pre-Developed Peak Discharge 57 cfs 126 cfs The 10-year allowable discharge was determined by modeling a 2-year 24-hour and 10-year 24- hour storm event on the onsite and offsite areas, respectively. Likewise, the 100-year allowable discharge was determined by modeling a 10-year 24-hour and 100-year 24-hour storm event on the onsite and offsite areas, respectively. This will allow the offsite area from the subdivision to the north to pass through the pond, effectively without being detained. The existing conditions were modeled using the Interconnected Channel and Pond Routing Model (ICPR) program. The complete input and output reports for the existing conditions can be found in'Section 2 of this report. Developed Drainage Conditions The proposed drainage conditions are similar to the existing conditions. except that the existing pond will be enlarge to the east and re-shaped to fit the overall site plan for the two additional buildings. The existing concrete headwall and 30-inch reinforced concrete outfall pipe will continue to be used as the primary outfall for the site. However, due to the increased runoff generated by the additional impervious surface, a second 24-inch RCP outfall pipe will be installed.. The pond will continue to have a normal pool elevation of 824.52. The proposed drainage conditions were also modeled using the InterconD.ected Channel and Pond Routing Model (I CPR) program. The complete input and output reports from the ICPR model can be found in Section 3 of this report. The post-development peak discharges are summarized below: Storm Event 10- ear 1 00- year Stoml Duration 24-hour 24-hour Peak Discharge 53 cfs 112 cfs Wool pert July 22, 2005 Meridian Corporate Plaza Lauth Property Group. , I ~~~ ( ; ~~ 5-'30" Y)tl. (V\"---=./:-~l)r~D' ~~\oVi{l i ~J ( r:; LJ.~ IrtL;mt1~:,i.~~~ ~ 1.3N, I ) /I I I Ii> 0 " I (f D 0~ .. ~ :'84R-~ rJl/, ---',~: ry ;''L...~f-I '_". ~ !l;:.... eAST, IIff J~~.9~\h I (i~~ oji I ~ Z~ ....., ~LJ rr.853(2 ~\f,:1:-). rc:~ ( ~'::P~)~"'JOO ) l:f 10~~lr:ij~f~~ ~ I WO~I ~~Q;) cB \J}f~': ':~~~; ~ ~ G _~~~~~;! ' ~<-0~:~li/ ~r. ~':::: "~ 0: ~~y~~ Q~;;~l ij , I" P n~ ;<l " ~ ~ ' E: E::r\. """""".= _, r------l I I r'7 42 ~ST /I TH 'i0.. ~, ... -.....;;::; "lor': .~. ~~.. r{\~. ~ . J ~ I 648 Q. Ie J '.,.... S" ~. ~ 9 ,'.' II , It ~--: ..... ~ ~O/~~ rpLeas:i"tdE~ ~~ ~~ ,~;~: v .. , :~L ' \ I · · : ' ': i 2 - ,"-., ~ ~ Q "-& 0 ~ ' Q.,.:, i1 < ) ':: 'A ~ c)'! "22 I ' ' , t:l'!." 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DRAINAGE REPORT CLARIAN NORTH HOSPITAL Location This project site is located south of Pennsylvania Parkway, west of College Avenue, north of Interstate 1-465, and east of the Wyndham Garden Hotel in Hamilton County, Carmel, Indiana. The project is not within the 100-year flood zone as shown by the Flood Insurance Rate Map 180081 0012 C effective May 19, 1981. A copy of the site vicinity map, flood insurance rate map, and soils type map axe included in Appendix A. Project description The project consists of the construction of a 5-story hospital facility and medical office building and related p'arking areas. A basement level and 2-story underground' parking garage will be incorporated into the facility. A central plant will be located on the,eastem portion of the site to serve the facility. This report identifies the storm drainage plan for the site. In order for construction of the hospital facility to commence, a temporary relocation of the existing on-site . pond will be required. . A previous report has been submitted regarding the relocation of an on-site pond. This report contains information and calculations required to achieve the final build-out condition. This report contains information reg~ding the use of on-site detention ponds located along the southern and eastern property boundaries-. As previously discussed in the report titled'."Meridian Corporate Center - Pond Relocation", the pond constructed at the southwestern 'comer of the Clarian site will serve the Wyndham Garden Hotel site and Methodist Medical Building. Existing Drainage Conditions . There are currently 74.92 acres draining to the existing detention pond., The existing Methodist Medical Building, Wyndham Garden Hotel,. and Unisys Building constitute 47.75 acres of the existing drainage area. The remaining 27.17 acres come from a residential neighborhood north of Pennsylvania Parkway. The drainage from the residential neighborhood passes under Pennsylvania Parkway and onto the site at three points via 18", 15", and 12" pipes, respectively. The undeveloped condition of Meridian Corporate Center was reviewed to determine the original storm flows produced by its 47.75 acres. The existing pond for Meridian Corporate Center also received storm drainage from the residential neighborhood to the north. To emulate calculations performed for Meridian Corporate Center, 47.75 acres were utilized in an undeveloped condition (Le., prior to the construction of the Methodist Medical Building, Wyndham Garden Hotel, and Unisys facilities) and 27.17 acres were evaluated in their' existing condition (i.e., after the construction of. the residential neighborhood). 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OlD t'lj I ::s 0 rT 1'1 :::t' R"~ t1 ):I t-'CD ,I \ Lf 0 tot 00, I CD (f) < t-3 .-((1) 1.1 0 t%jf-' ,~ ~.g tJ) a tf.)(D ~ t-3::S Qrt I~ ~- )=t (f.)H t-t 2: ~ () tJ::J t"4 ~ 8 I [%J t-3 (J) tz:I tI) 0 tT,] tT,] C/) I- H ..., trJ t'Ij ........ -z I I C4 0 I OJ J-1 ~ (J) ,I ~ ~ GJ ~ :;t1 ~ to< ~ I Project: Location: Check one: Cfarian North DA OFF-18 Runoff Curve Number (CN) By: TH Checked: Date: Date: 10/9/2002 Present x Developed totaloroduct total area Soil Name and Hydrologic Group Product of CN Cover Description eN Area x area (cover type, treatment, and hydrologic condition; percent C'\l ('t') "=:t - acres I I impervious; I N N _ sq.mL N (J) Q) unconnected/connected Q) '- '- _x_ % :c :J :J (Appendix A) impervious area ratio) co 0) 0') l- ii: u: Miami, Brookston B Residential, 1/4 acre lot 75 50 3750 Crosby C Residential, 1/4 acre lot 83 50 4150 " , . Totals = 100 7900 eN (weighted) = = 79 Use eN =1 79 ~ I 1 I I I I , ~ .' I I t .. , I . I'" . ..,. I:" ~ . ~. I i ,- - I ~,'~ I I I r'j..."'..' I I I I I :-1 'I -I -;'1 I f : }o' <-I ('.-, ['; ..,:, 1/:' , t - ~. "I t, [', r.. L LI ('.- ... ; hI- T, . [;1 f' ", Co " " i"'1 ~.~,'"fJ', ,', T,~I:l . "- t:' 'I r. I Runoff Curve Number (eN) Project: Location: Clarian North DA OFF-15 By: TH Checked: Date: Date: 10/9/2002 Check one: Present x Developed Soil Name and Hydrologic Group Product of eN Cover Description CN Area x area (cover type, treatment, and hydrologic condition; percent N C") ~ - acres I I impervious; I N N ~ sq.mi. N Q) Q) (1) J unconnected/connected ~ t...;, _x_ % :c ::J ::s (Appendix A) impervious area ratio) ca CD CJ) r- u: IT: Miami, Brookston B Residential, 1/4 acre lot 75 10 750 Crosby C Residential, 1/4 acre lot 83 90 7470 Totals = 100 ' 8220 eN (weighted) = total oroduct total area . Use eN =1 82 82.2 = : Soil Name and Hydrologic Group Product of CN Cover Description eN Area x area (cover type, treatment, and hydrologic condition; percent (\J M ~ - acres I I impervious; I N N _ sq.mi. N . . (1) Q) Q) unconnected/connected L. L. J_ % :c :J :J (Appendix A) im pervious area ratio) tt1 0) en .... u: iI: Crosby C Residential, 1/4 acre rot 74 100 7400 Totals = 100 7400 I I I I I I ,; , I I i rc fl' 1. .-:-:'-." .~ i I I {o; I I".'~.~ " "J..I ~ . . ~ I~"~ '~ I f'.' ,,', . .,": ,., " I Runoff Curve Number (eN) Project: Location: Clarian North DA OFF-12 By: TH Checked: Date: Date: 1 0/9/2002 Check one: Present x Developed eN (weighted) = total oroduct total area = ,74 Use eN =1 74 r-f 0 N N ~ CV >- " 0.. CJ f-f tJ\ c: ....t +J ::s 0 o d ~H "'0 c:: to o GJ Cl4-rf en ~ 0 ..... r-t0 (D d C::..d c:: U co CD .c:E-4 (J GJ -CC en CD"" ~ .a.J.... o e 0 CD cd p. d OJ C ~ 0 OJ,J E-i um ~ rn cu .. 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'. ~ ,~iB(_ ..- 4.74 4.65 4.59 4.48 6.41 4.07 5.70 5.23 5.61 ' 5.68 5.26 1.59 6.16 2.19 n/a n/a 7.26 8.05 nfa 6.07 4.68 4.13 3.56 nfa n/a nla 2.78 ' 3.39 1.65 4.42 3.06 1.75 ' 1.84 4.84 n/a 2.41 3.62 3.86 3.29 1.56 #V ALUE n/a n/a ~ 4.06 4.74 4.65 4.59 4.48 1.89 6.41 5.16 5.23 5.61 5.68 3.00 4.72 1.97 6.16 5.47 7.06 7.26 8.05 nla 6.07 4.68 4.13 6.89 5.65 5.43 3.56 2.51 1.58 2.85 4.42 1.68 3.06 1.84 1 0..56 2.69 2.14 3.08 1.56 3.32 9.71 n/a n/a I~S~'''- ':' -': ~W:~~~-' -~._. --:r-ilt'!~JY~ 824.50 824.15 824.15 824.1[ 824.11 824.05 824:05 824.00 824.00 823.80 827.50 82722" 823.80 823.02 823.02 822.94 8E94 822.m 822:83 822.i~ 822.75 821.91 827.30 827.21 821.91 821.65 828.50 828.06 821.65 820.44 826.00 823.26 824.50 823.95 823.95 823.30 823.30 822.61 824.50 824.30 - - 824.30 823.49 --- -.....- 823.49 823.44 823.44 823f:3 --- - 820.00 819.69 --- -- 826.00 822.76 827.00 822.40 - - 827.00 826.73 826.73 .'826.65 829.00 828.93 826.65 826:48 826.48 826.29 828.75 828.68 826.29 82626 826.26 825.73 819.74 817]8 828.80 828.55 828.55 827.27 82727 827.64 830.00 828.42 827.04 826.q5 818.50 818.00 824.00 823.37 823.37 822.75 r Ji~, . *!r. ~~.. 831.69 831.55 831.43 831.27 833.00 833.00 831.51 831.51 831.77 831.77 830.50 830.50 831.69 831.69 nia nia 832.64 832.79 nia 833.70 831.50 830.90 830.22 n/a nia nia 830.95 831.75 831.75 833.15 831.60 831.60 830.35 832.82 fiia 832.40 832.60 833.15 833.15 831.00 n/a 828.31 nfa nla -~ 831.35 831.69 831.55 831.43 831.27 831.10 833.00 831.51 831.51 831.n 831.77 832.01 830.50 831.91 831.69 832~64 833.00 832.64 832.79 N/A 833.70 831.50 830.90 830.22 832.82 833.60 832.00 830.95 831.75 831.75 833.15 831.60 831.60 830.35 832.82 832.93 832.40 832.60 833.00 833.15 831.00 n/a 828.31 815.59 ,~_., o.n 0.10 0.14 0.10 0.46 0.09 0.61 0.07 0.10 0.07 0.59 0.08 0.33 0.24 0.25 0.15 0.50 0.58 0.18 0.10 0.40 0.02 0.05 0.15 0.15 0.21 0.52 0.18 0.15 0.66 0.78 0.15 0.13 0.58 0.19 0.39 0.77 0.42 0.50 0.22 0.25 0.71 0.68 3.7 3.7 3.7 3.7 3.7 5..6 5.3 5.6 5.6 5.6 6..0 4.2 5.2 4.4 9.6 8.6' 3.7 3.7 5.0 6.7 6.7 6.7 6.7 6.7 9.1 9.1 2.9 3.0 2.5 2.8 2.8 2.5 2.8 4.3 10.0 3.1 4.6 3.6 5.3 5.9 5.9 4.3 4.3 . ,Mt'Ii..~, .:~ii .-. d, 18.,~' i 18:~.~4.i __ e_'-"'- 18.'J41 18:::.r 1S.:.r -- '..-..-- 9.87 . 25J.i4- 39::CS 39.~~'6.~ '39~::6~- 42'.~i'r 7.4~ 50.:W '5.40- ~2.t6 ' '.6.~?~~ ~.?~ 4'.,5.t~ , ,'6.1':3- 47..r6~ -- :------ 47.16 47~f6- 47.~ir - 47 :i 6....~ ~;f- 7:1'3 ti.5t~ S~2 '5-:'-:- T9~"~ TI,,- 8~i~: -- '1.9!5', 8.7fr7 13~38- ,39'.9cr- ,'3.8:?~ ~ .. t,....;.. . 8~~f!., '. 11.31 6.45- 29.00' 29:0~ 13.38 13.3,8 ~ ~ ~ 0.20 0.20 0.20 0.20 0.20 0.90 0.40 0.35 0.35 0.35 O~40 0.50 0.25 0.70 0.85 3.60 0.50 0.50 0.90 0.50 0.50 0.50 0.50 0.50 4.00 4.00 0.30 0.25 0.30 0.15 0.15 0.30 0.15 0.35 1.66 0.35 0.60 0.25' 1.00 0.50 0.50 0.35 0.35 f.' -~ ~ It ~ 30 30 30 30 --- 30 18 30 36 36 36 ,36 18 42 15 42 12 15 15 15 36 36 36 36 36 12 12 15 18 12 24 24 12 24 24 27 15 18 24 15 30 30 24 24 ~::i -- 16.85 16.41 16.54 16.61 16.84 9.41 25.85 39.10, 39.20 39.24 39.47 7.29 47.n 5.38 53.97 1.31 3.20 3.64 6.09 45.64 45.44 45.57 45.77 . 45.85 2.26 .. 6.16 2.63 4.05 1:iO 5.71 5.56 0.88 6.57 10.09 45.94 3.61 8.05 10.84 6.04 17.09 16.90 14.70 14.27 I i ~ ~ 6.76 6.48 6.44 6.40 6.36 6.21 6.03 6.01 5.98 5.96 5.80 5.71 6.76 6.76 6.57 6.37 5.65 5.62 5.52 5.52 5.50 6.76 6.76 5.31 5.20 6.76 5.16 5.-03 6.76 4.88 4.85 4.75 6.76 6.61 6.35 6.76 6.21 6.14 5.47 5.30 ~~~ - 2.49 , 2.49 ~ 2.n 5.00 0.04 0.04 2.53 5.77 0.04 0.03 2.57 5.87 0.03 0.03 2.60 6.01 0.06 0.05 2.65 6.11 - - - - 0.00 0.00 2.65 6.57 2.53 2.28 4.93 7.18 0.04 . 0.03 4.96 7.25 0.03 0.03 4.99 7.34 0.06 0.05 5.04 7.41 - - - - 0.35 0.32 5.36 8.00 - - - - 8.33 5.00 5.00 5.50 6.07 8.57 8.67 9.08 9.10 9.16 5.00 5.00 '10.00 10.52 5.00 10.70 11.36 5.00 12.15 12.27 12.85 5.00 5.39 6.16 '5.00 6.58 6.80 9.31' 10.02 5.58 0.19 0.47 0.55 0.95 8.08 8.08 8.25 8.30 8.33 0.33 0.91 0.50 0.78 0~16 1.11 1.11 0.13 1.35 2.08 2.12 0.53 1.22 1.71 0.89 2.75 2.75 2.69 2.69 0.23 0.19, 0.47 0.08 0.40 1.35 0.00 0.17 0.05 0.03 0.33 0.91 0.50 0.28 0.16 0.16 0.00 0:.13 0.11 0.73 0.04 0.53 0.68 0.49 0.89 0.15 0.00 2.69 0.00 0.25 0.22 0.53 0.09 0.45 1.42 0.00 0:34 0.05 0.04 0.37 1.01 1.42 0..32 0.18 0.18 0.00 0.1'5 --- 0.12 0.98 0.13 0.59 0.76 0.55 1.19 0.17 0.00 2.831 o 0.90 0.90 0.90 0.90 0.90 0.00 0.90 0.90 0.90 0.90 .0.90 0.90 0.90 0.90 0.90 0.90 0.95 0.00 0.50 0.90 0.90 0.90 0.90 0.35 0.90 0.90 0.90 0.00 0.90 0.90 0.75 0.35 0.90 0.90 0.90 0.75 0.90 0.00 0.95 o 0.013 . 173 22 32 22 103 31 194 22 32 22 212 19 102 63 143 76 111 129 54 40 162 10 22 62 81 115 90 32 22 111 131 22 21 149 112 72 213 91 158 78 87 181 175 2 3 4 5 :; 7 8 '9 10 11 13 13 15 15 OUT OUT 18 19 OUT 21 22 23 24 00f OUT OUT 28 30 30 31 33 33 34, EX f\~H OUT 3::;- 38 40 40 41 EX PIPE 43 OUT OUT -2 EB~.",', 11 f!C~ I ::~ . t= E=~,:",:'3 t.. 4 5 1,,6 "'7 8 '19 i! ~ t.:::- .i r7 I: ':~o I~ .... ,33 ., .,~ ~ ~ .,~,7 ' ~,... ~ -..40 ..-, ,~H) ll4 ~ I I I I ~ J> U ~, ..v ~ .23 J> 'Q f'l to J> (/) ~, z C/) ~ I 0 II . 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