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Home My WebLink AboutPrimary Plat Correspondence PAUL I.CRIPE,INC./7172 Graham Road/Indianapolis, Indiana 46250/(317) 842-6777 June 18, 1987 PIC Job /187367-00000 Mr. Charles E. Kiphart Director of Community Development 40 East Main Street Carmel , IN 46032 RE: Primary Plat Woodpark Dear Mr. Kiphart: The above mentioned subdivision is coordinated with the CorlprchensivQ PIS as follows: Thoroughfare Plan - The proposed project connects with 116th Street on the north and Col loge Avenue on the west. All interior streets shall be 301 feet of pavement with 501 of right of way except for cul -de-sacs which shall be 261 of pavement. A stub street is proposed to the east and one to the south with existing right of way. Sanitary - Sanitary service shal I be provided by the Clay Regional Waste District. A conditional permit is enclosed for review. Sewers presently exist along 116th Street and 01 be utilized for this project. The completion of the Clay Waste sewers is anticipated to be this fall which should be prior to the completion of any houses on this site. School - Request for services report has been forwarded to Carmel /Clay Schools. Land Development Engineers/land Surveyors/Architects/land Planners Nr. Charles E. Kiphert Page Two June 13, 1987 1/Ater - Indianapolis Water Co. will supply sanitary and water service to the project. Drsliaa - Plans for storm water management will be prepared by registered engineer per the Comprehensive Drainage Plan. The maintenance of said drainage systems shall be turned over the Hamilton County ounty Drainage Sincerely, PAUL I CR I PE, INC. 0,°f Michael Hprgi , is Enclosure PAUL I.CRIPE,INC./7172 Graham Road/Indianapolis, Indiana 46250/(317) 842-6777 87367-00000 ire 1/- 5-.•,70• SANITARY SEWER CONNECTION APPLICATION CLAY TOWNSHIP REGIONAL WASTE DISTRICT HAMILTON COUNTY, INDIANA A. Data to be submitted by the Owner/Engineer to: . Clay Township Regional Waste District 10755 North College Avenue P.O. Box 40638 Indianapolis, Indiana 46240 Phone 317-844-9200 PART I - GENERAL 1 . Project Title: 116th &• Co•l.l.ege Single Family Project. . . . location: Southeast 'corner 116t and 'Co ese ,venue 30:4 A 2. Project Owner: Wc wood' Park Deve1'd merit Int . address 8200 Naversti•ck •Road, Suite 250 . ndiana olts" IN '462 0 • . . . . . • 3 . Engineer: Paul I :• Cripe, -Ire. •Attu:. ' •Chris •Wh-ite • • • • address 7172 Graham Road •In lana o• is phone 17=.842-6777 4 . A site map showing location, acreage and zoning is attached? Zoning - R-1 (Cluster) X Yes • • No Area =i30.438 Acres 5 • Desi 3.5 UnArea = 107 1 ots low Number of Units ___-_ 1- Bdrm. apts. 2 Bdrm. apts. @ 192 gpd/unit = - • • . • - gpd 107-- Single family 256 gpd/unit homes 9Pd/unit = gpd _ 27:�g� Commercial lots @ --- @ a - gpd gpd gpd gpd Total Average Flow • Peaking factor 27 •392 • gpd 4Peak flow 1U9,� 9Pd • 6• (a) Is the Property zoned for the intended use? X No (b) If yes, what is the zoning R-1 g class? 7. Project Description: 30.438 Acres located at the corner of 116th• Street an southeast . . . . . . . . , ° � e e venue . 8. _ Construction Schedule: Start Construction Complete Construction Fall 1987 rpte Fal-1 91 87/Spring-Summer 9 . The Clay Township1987 Appli- cation Fee made Regional Waste District , s omitFe i payable to the District is hereby he amount of $- 12.y5,00 • as required �� :2T1 Drd na e . a/V; LOPMENT, INC. BY: •caner �� P e ident �,� �8 < . . . a e • There is sufficient sewer Treat- ment Plant Capacity forn thecapacity and Wastewater tional Permit to connect to the proposedly development and a Condi- District (Primary) (Merdian Corridor) Projectis issue with the following conditions as marked : /� hereby issue A. • y Conditions District .for and Limitations Recommended by the Permit issuance of a Final Construction • from the Indiana De artment p of Environmental Management. Information Sheet) .. . (See Supplemental B' 4---' Applicznt's �� the Carmel Plan Deve1Commiss on opment 3 and/or ect be aS proved by other Board ' s , Agencies or Governmental Permiuchaving Regulatory. jurisdiction over said Project. C. �' - That connection of the Development the sewerage system will require a S Project to Agreement between the elder Service District relatingProject Owner and the the installation of Public Sewers. Construction and D. J/ That the Project owner pay• charges and other fees imposed aby l the Districtsrit in connection with the Project which may clde costs incurred by the District for Engineering, Accounting and/or Legal services. r r // E. ....:.� That the Applicant per- mits necessary tot pursue the proceedallow the approvals and Pero with . construction ofpthe owner F. --_-�. Other Co to Conditions project. (See Attached) • Construction on commence until all any Phase of the areomet and the District of the Project shall not Conditional Permit issued a Final Permit. Issued this Yh day of b' . , 1981 CLAY TOWNSHIP r REGI� 1�L WASTE DISTRICT Ad 14 • Utility Manager • la PAUL I.CRIPE,INC./7172 Graham Road/Indianapolis, Indiana 46250/(317) 842-6777 June 19, 1987 PIC Job #87367-00000 Mr. Charles E. Kiphart Director of Community Development 40 East Main Street Carmel , IN.46032 RE: Woodpark Water, Sanitary Sewer and Storm Sewer System Report Dear Mr. Kiphart: The above mentioned subdivision is to be serviced with the above mentioned utilities in the following way: Water - The Indianapolis Water Company will be supplying water to this project. The distribution and size will also be determined with final plans. Sanitary Sewer - The sanitary sewer system within this project will be a gravity system. Clay Regional Waste District will provide sanitary sewer service to the project. An average daily flow from this project will be 93 lots at 256 gal /day = 23,808 gal/day. A conditional sewer permit is enclosed from the Clay Regional Waste District. s 1 DN. ... stem - The project is initial ly designed with storm sewers and open swales. The detention pond shall be designed for a proposed 100 year developed runoff with a discharge at a 10 year return storm runoff rate under the existing development. If you have any questions or comments, please contact me. Sincerely, PAUL I . CR INC. R // / ir X / 4 Hi cha:;I i1arg 1 s / is Land Development Engineers/Land Surveyors/Architects/Land Planners Alid/11 PAUL I.CRIPE,INC./7172 Graham Road/Indianapolis, Indiana 46250/(317) 842-6777 June 19, 1987 PIC Job #87367-00000 Mr. Charles E. Kiphart Director of Community Development 40 East Main Street Carmel , IN 46032 RE: Primary Plat Woodpark Dear Mr. Kiphart: The above mentioned subdivision is coordinated with the CoritprehensivevPlan. as follows: Thoroughfare Plan - The proposed project connects with 116th Street on the north and Col lege Avenue on the west. Al I interior streets shal I be 301 feet of pavement with 500 of right of way except for cul-de-sacs which shal I be 26/ of pavement. A stub street is proposed to the east and one to the south with existing right of way. Sanitary - Sanitary service shall be provided by the Clay Regional Waste District. A conditional permit is enclosed for review. Sewers presently exist along 116th Street and will be utilized for this project. The completion of the CI ay Waste sewers is anticipated to be this faiI which should be prior to the completion of any houses on this site. School - Request for services report has been forwarded to Carmel /Clay Schools. Land Development Engineers/Land Surveyors/Architects/Land Planners Mr. Charles E. K i phart Page Two June 18, 1987 `dater - Indianapolis Water Co. will supply sanitary and water service to the project. acalaage - Plans for storm water management will be prepared by a registered engineer per the Comprehensive Drainage Plan. The maintenance of said drainage systems shall be turned over the Hamilton County Drainage Board. Sincerely, PAUL I CRIPE, INC. iichaei Hprgi is Enclosure PAUL I.CRIPE,INC./7172 Graham Road/Indianapolis, Indiana 46250/(317) 842-6777 PAUL I.CRIPE,INC./7172 Graham Road/Indianapolis, Indiana 46250/(317) 842-6777 June 19, 1987 PIC Job 287367-00000 Carmel Fire Department Station 1/1 210 First Avenue SW Carmel , IN 46032 Attention Mr. Steve Couts, Fire Chief RE: Woodpark Subdivision Dear Steve: Enclosed please find plans for a proposed subdivision to be located near 116th Street and Col lege Avenue, near the existing Hamilton Woods Subdivision. I have highlighted the fire hydrant locations. The water will be by Indianapolis Water Company. Please review the hydrant locations and street access as soon as possible. I would appreciate a letter with any comments as soon as possible. If you have any questions, please contact me. Sincerely, PAUL I . CRIPE, NC. ,. / / Michael Hargis is Enclosures c Chuck Kiphart Land Development Engineers/Land Surveyors/Architects/Land Planners Ad!!:111L PAUL I.CRIPE,INC./7172 Graham Road/Indianapolis, Indiana 46250/(317) 842-6777 June 19, 1987 PIC Job #87367-00000 Hamilton County Highway 1717 East Pleasant Street Noblesville, IN 46060 Attn: Mr. Jim Hufford RE: Wood Park Street Review Dear Jim: Enclosed please find plans for a proposed subdivision to be located near the Hamilton Woods Subdivision at 116th Street and College Road. The streets in this project will be dedicated to the County and are proposed to be to County Standards of 50' of right-of-way and 30' of Pavement. Please review the plan as soon as possible. Sincerely, PAUL I . CRIPE, INC. f Michael Hargis is Enclosures c Chuck Kiphart Land Development Engineers/Land Surveyors/Architects/Land Planners AAA PAUL I.CRIPE,INC./7172 Graham Road/Indianapolis, Indiana 46250/(317) 842-6777 June 19, 1937 PIC Job ;`37367-00000 Harm Iton County Highway 1717 East Pleasant Street Noblesville, IN 46060 Attention Mr. Jim Hufford RE: Lexington Farms Street Review Dear Jim: Enclosed please find plans for a proposed subdivision to be located near the Hamilton Woods Subdivision at 116th Street and Col lege Road. The streets in this project will be dedicated to the County and are proposed to be to County Standards of 50' of right-of-way and 30' of pavement. Please review the plan as soon as possible. There are severe items that we. wiJI need the . Commissioners approval on. These items include the following: 1 . Sidewalk and fence locations along 116th Street 2. Br ick col umn project sign at entrance 3. Type of street signs to be utilized 4. Brick sections along street at entrances 5. Street section (County Standards) I uilI contact you to schedule a meeting. Sincerely, PAUL I . CR IPE, INC. ✓/j i,l i chae l Hargis is Enclosures c Chuck Kiphart Land Development Engineers/Land Surveyors/Architects/Land Planners PIC Job 87367-00000 Wood Park Primary Plat Services Report Sent 6/19/87 Hamilton County Drainage Board Tom Marcotte Hamilton County Courthouse Indiana Bell Telephone Noblesville, IN 46060 5858 North College Ave. Indianapolis, IN 46220 Carmel-Clay Schools 99 Fourth Avenue NE Brian Harger Carmel , IN 46032 Indiana Gas 15900 Allisonville Road Steve Couts, Fire Chief Noblesville, IN 46060 Carmel Fire Department 210 First Avenue SW S.M. Fischer Carmel , IN 46032 Public Service of Indiana PO Box 312 Hamilton County Sheriff's Dept. Noblesville, IN 46060 18100 Cumberland Road Noblesville, IN 46060 John South Soil Conservation Service Jim Hufford PO Box 279 Hamilton County Highway Noblesville, IN 46060 1717 East Pleasant Noblesville, IN 46060 Kent Ward • Hamilton County Surveyor Rusty Robertson Hamilton County Courthouse Accucable Noblesville, IN 46060 516 East Carmel Drive Carmel , IN 46032 SERVICES REPORT (Please Return to Planning Commission By 6-30-87 ) Petitioner Davis Building Corporation - Service Project Name Wood Park Facility Location Location 116th Street & College Avenue Facility Capacity No. Residential Units93 % of Capacity in Use Sq. Ft. Commercial Floor Space Geographical Area Carmel , Indiana Changes required in facilities/area to serve project: Peculiar problems presented by project(if any) Plans for expansion of facilities or services(if any) : Additional comments: Date Signed Title �1AIT1 • • 1 t'IiLK; SEMI INDIA\.\ 1112-198 April 27, 1987 Paul I. Cripe, Inc. 7172 Graham Road Indianapolis, Indiana 46250 Attention: Mr. Michael K. Terry, ASLA RE: Wood Park/116th Street and College Avenue Dear Mr. Terry: This is to advise that Public Service Company of Indiana, Inc. , a corporation organized and existing under the laws of the State of Indiana as a public utility and subject to regulation by the Public Service Commission of Indiana, will upon customer request supply adequate electric service within the provisions of its rates and general terms and conditions of service on file with the Indiana Commission, to the 107 lot subdivision located at the southeast corner of 116th and College Avenue, Carmel, Indiana 46032. Sincerely, bjl S. M. FISCHER District Manager cc: Mr. Bart Tharp District Engineer File 1 441 South Guilford, P.O. Box 2455, Carmel, Indiana 46032 31 / 846 2595 CARMEL - 7846 - WOOD PARK SUBDIVISION Indiana Bell AN AAiini ECiii COMPANY 5858 North College Avenue Indianapolis Indiana 46220 June 10, 1987 Michael K. Terry Paul I. Cripe, Inc. 7172 Graham Road Indianapolis, Indiana 46250 Dear Mr. Terry: Please find enclosed boundary survey for the proposed Wood Park Subdivision near 116th Street and College Avenue. I have marked our existing facilities in red. Please call me on 252-4265 if you require further information or have any questions. Sincerely, Efi Earl E. Pope II Outside Plant Engineer Enclosure EEP/eh 3511E W oOD /36•r2.0 SCS METHOD 100 Yr( " ':4 -,� - ►SDt�-S Project !!G m al6z.e..ezcc' Detention Facility Design Return Period /Do yrs. Designer L� Release Rate Return Period S S t yrs. Watershed Area 33 acres @ We- _ -o/e-clz Undeveloped Runoff /3 cfs (33,e ,Z)t Z.o) Curve Number (Developed) 7$ Ultimate Abstraction 3. 33 inches (S C 1000 _ 10) • CN Storm Rainfall Rainfall Cumulative Inflow Outflow Storage Duration Intensity Amount Runoff Volume Volume s(td) td i100 P(td) R(td)* R(td)Ad Otd R(t )A -Ot 1 d d d 12 (hrs) (inches/hr) (inches) (inches) (in-acre) (cfs-hours) (acre-ft) 0. 17 7,2 1,22 ,o 2,7 ,5 , /8 0. 33 5.4 08 ,2S 9 4/ / '7o 0. 50 4,4 2.20 4T l( 2 /17 0. 67 3. 8 2,5I ,6& 21 3 /57 0.83 3.3 2.14 . 80 26 e/ /67 1.0 3.D 3,0 .95 I 91- I 5 1 0.2 1.5 2.3 5.4 t2¢ I 1/ 7 2.8 2.0 19 52 50 /0 3.9' 3.0 ►!; 4 4 I'm' 43 /c �2 4.0 1.2 k P. 2.21 7e 20 4( 5. 0 .9t u C 2. 3'/ 77 25 4(4' 6. 0 iic5.1 2.5Z 83 ..7o z/ei 7.0 .15 5. 2 Z.‘,/ 86 3S 5/3 1 E. t�1 � � Z',67 _ ey 4' 2.78 92 15 39 10.0 , ..C. 5.5 2.23. 95/ So .3.7 ►2.o ,4'1 5.(c Z.y c/ 97 6o 3. / 1B-0 ,?3 1, o ,.3.2 /og 90 / 5 24.0 . 25 (o. O 3.26 //p /10 s *R(t ) - • (P(td) - C}- s)2 d (P(td) + .a,.gg) (inches) 2.‘7 1 x , 111 tei lJ 1WLL_ _ .._- --. -"- __ _-- __-__i__ J IJ ZlJ D C O M 11 v (N) kl\ M • \T P I- ' W W F- CL N_ _ -_ __ — __10 L.4 CL L6.1 _. ____ ._ '1-4 W ^ _ CC s CI. t 1 , m >- CI W C1 U f-- y_ w C7 U —. — -.— dzC o u u 1 1'\ 1� (h .% Q N M Z 6 ` ,...__,-.....- -..-. - _ • J o , ►- L 1 • .-. 1 U C 1 ac:) _ u — — -- • ._ • I...) \ n' IN. V: w ti N u.CK L1 VI 1V VI \.) 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U O 1`� �r� `C\ t1ti Q F- W 2 . 7 n: rau1/ I . ~ ripe, Inc PRO —^ 7 :WOODPARk ^ D*/ E: ' _/ �� / 87 / ---- __________________________ SHEET : HE EXISTING SUBCATCHMENT DATA EUBCAT # 1 ----- - __________ SUBCAT # 2 AREA= 7. 28 ACRES / CN= 05 AREA= 2. 05 ACRES TC= 10 111N CH= 85 PEAK FLOW= 35, 6 CFS TC= 6 MIN RAINFALL= 5. 8 INCHES PEAK FLOW= 13. 1 CFS VOL= 2. 26 AC, FT, RAINFALL= 5. 8 INCHES VOL= . 63 AC. Fl . SUBCAT # 3 SUBCAT # 4 AREA 1 . 87 ACRES ---------- CN= 85 AREA= 2. 11 ACRES TC= 6 MIN CN= 85 PEAK FLOW= 11 . 9 CFS TC= 6 MIN RAINFALL= 5, 8 INCHES PEAK FLOW= 13. 4 CFS VOL= . 57 AC. FT , RAINFALL= 5. 8 INCHES VOL= . 65 AC. FT . SUBCAT # 5 SUBCAT # 6 AREA= 3.29 ACRES CN= 85 HREA= 5. 35 ACRES TC= 6 MIN CN= 85 PEAK FLOW= 21 CFS TC= 6 MIN RAINFALL= 5. 8 INCHES PEAK FLOW= 34. 1 CFS VOL= 1 . 02 AC_ FT, RAINFALL= 5. 8 INCHES VOL= 1 . 66 AC.FT. EXISTING ROUTING DATA EXISTING MEMORY DATA ____________________ EXISTING PONDING DATA POND # 1 PEAK OUTFLOW= 3. 89 CFS MAX. WATER STORED= 4.64 AC. FT. I 601 ' 1 . i_rzpeq inc.FrasEtr: wi;ijr 1p ; ZZ ; 87 z EtFi`r:. 1 iI [.: : `�4'it.ET: I 8-FORAGE POND # 1 DATA TINE I hJFLOt�,i I UU l FLOW , HR. CFS L' FLE4FiTICihd l C:iRF,LE I CFS ACRE-Fl . 0. 0 0 ). 042. 1 I 0. 4 ij. tl ii, iii) 0. 0 42. 1 1C), 44 1 . _� 42. 1 0. i1' 10. 1 . r 0. 02 10. 8 0. 1 42. 1 . . 5 0. 1 4 . 1 0 i)8 11. • 0 11 . 2 4. 5 . 7 ii• i), 1:' I 11 . 4 6. 1 0. 442. 1 0 i) 11 .6 14. 4 ii, y I 11 . 8 114. 8 {d. o 42.2 0. 4:, 12. 0 72. 4 1 . 9 42. 6 1 . /9 12. 2 24. � . 43. 2 l 12. 4 17. 7 3. 9 43. 5 I 12. 4 12. 4. 0 42..6 - . 91 12. 8 2. 9 4. 1 43. 6 . 91 I ' 4. 1 42. 7_ 4. 0819 1 12 4 . r 7. 54. 273 13. 4 7. 1 4. 2 4?. f 4. T4 _ 'r 1 6.8 4 2 4•'.6 4. 9 1 1-3. 8 �. 4. 4.?. 8 4. 4: 1 14. x) 5. 9 4.2 43.8 4. 4o I 14.2 - 4.2 47.8 �. � 4. 24. 485 14. 4 4. 8 4.2 43. 4. Wit; 14 4.-7 . 6 4. 5 - ' " 4. 51 14. 8 4. i 4• � 4:7.. 8 4. 52 -� 15. 0 4. 1 -' 4.2 4 .��5}} 4. ' 15. 4. 2 4 . O 4. 0 4. �� 4. 51 15. 4 4. 04. 2 ' 3 4. J1 4. 51 15. 4 4-_. 8 15. 8 4. 2 47. 8 4. 50 16. 0 8 4. 2 43.8 4. 49 16.2 4. 2 43. 8 4. 48 . . - 4. y 16. 4 4:7..8 4. 46 3. 3 4. 2 43.8 4. 45 16. 6Th. -. 4. 2 47. 8 16.8 3. 0 4. 2 4. 4 17. 0 - i_) 4. 2 43.8 4. 41 I;. 43. 8 4. 39 17. 2 2. 9 4. 2 43.8 _ 17.42. 9 4. 2 4 yr 17. 6 2. 9 4��. 7 4. _:� 17. 8 4. 2 43. 74. -33 i. 8 1 18. 0 2. 4 4. 2 43. 7 4. 1 18. 28 4. 2 43. i 2. 4 4. 2 4 4. 2 . . % 4. 25 18. 4 2. 4 4. 1 18. 6 2. 4 43. 7 4. 2' 18. 84. 1 43. 7 4. 19 2. 4 4. 1 43. 7 4. 16 �... 4. 1 4.3. 7 19. .- 4. 1 19. 24 i,2. 2 4. 1. 43. 7 4. 10 2. 1 4. 1 43.6 19. 6 �2. 1 4. 1 4. �)� 19. 86 43. 6 4. 04 2. 1 4. 1 ''.,(1n 4'.6 ', 1 A 1 4. t) ) , t. TAD to,r1:;!%i .piiipitittlirilk, 4p4: 1 lk.P. .iii. %r 1 it EFE'4.7 ,Ei liar Ei 1 ADP •ieW' 4. bit 6,atiF T Fii,IP I II,It t— It '34 A 0 ,friL lc'•e• w•ii,ea ette, Et .IL di I Jit' J641 httF 0/Flit''... ..81.ILE"".W.: a; Iti.E1 'L h," Ii AM . OUTFLOW= 4 . 2 CI? ID 11 14 1,4 , z 093 " lc T7 I 1 1 TP. IlLE ti::41 .r-ti "77 it, I I Ikat la'J.. 1 I ... ... ',...lt Ii .16. e -..._ ..1 --.,-.—,-. _. _. -- -......-......menummaimmimmmommomminn. Ca 4,-LE I i I I I I I 1 fa 12 14 16 1 8 20 P T kuV471 t 16. i • .r--) i .t. 1 eil, , ..1 T 7= ir 1%.rit N. Pr-- 1--irk f1/41 -1' I' IQ I I V- ---) 2 E .E. .E. I- IT4-if"i Jr al -..e.r7 1.....?%...--I 1 „IL IL E lt LY.E.L.s - i 1 I • woo P scs---- METHOD 100y,c - '‘4- ,n1.-- - _S Project !/G .6"`(oG't Detention Facility Design Return Period L O Yr s. Designer Release Rate Return Period S f Watershed Areayrs. 33 acres @ /Ve Undeveloped Runoff /3 �or'-�i'olrc� cfs (33)( .1,e to) Curve Number (Developed) _25._ 1CcUltimate Abstraction 3. 33 inches. (S = 00 _ 10) ) Storm Rainfall 1 Rainfall Cumulative Duration Intensity Amount Inflow Outflow Storage t 1 Runoff Volume Volume s(td) tds 100 P(td) ' R(td)* R(td)Ad Otd R(td)Ad-Otd 1 (hrs) (inches/hr) (inches) 12 (inches) (in-acre) (cfs-hours) 1 (acre-ft) 0. 17 "1.2 I.ZZ ,69,8 2 ,5- /45'0. 33 5.4 1,16 .2' - ' 4 / '10 0. 50 4. 2.20 , 4• 2 0. 67 3. 8 2,51 " / 0.83 3,3 2.14 '80 2/ 3 / S1 1.0 3 ,6 3,O .9..6 32- 5 1 . 5 l,3 Z•2 3.4 t21 417 7 2.8 2.0 ►.q 3 Q /52 3. 0 A.4� 4,4 i.58 2 0 6s � / 4.0 2.2? 7G ¢' 2 1 2 4 g <11-- 5. 0 ,q6 o z3 77 ZS ^� 6.0 c zh ,1 2.52. e3 30 '/41 7.0 :-1 c. 24/ 8G s. 0 .l,c S 4 2.78 1 92 15- 29 10. 0 , [S 5_5 2.c 9�/ 50 3.7 i2.0 44"1 5.c0 2.qc' 97 60 3. / IB o i2,3 (z 4 3.24 /og 90 / 5 24.0 . 25 C4. 0 3.26 /lo /10 0 .66 *R(td) - (P(td) - 6.7-2S-)2 d (P(td) + 0.85) (inches) 2.67 Pave I: Cripe, Inc. PROJECT:WOODPARK DATE: ii_ SHEET: OF - - EXISTING SUBCATCHMENT DATA SUBCAT 11 1 SUBCAT I 2 AREA= 7.28 ACRES AREA= 2.05 ACRES CN= 8U CN= 80 TC= 10 MIN TC= 6 MIN PEAK FLOW= 31.2 CFS PEAK FLOW= 11.4 CFS RAINFALL= 5.8 INCHES RAINFALL= 5.8 INCHES VOL= 1.98 AC.FT. VOL= .55 AC.FT. SUBCAT 11 3 SUBCAT 11 4 AREA= 1.87 ACRES AREA= 2.11 ACRES CN= 80 CN= 80 TC= b MIN TC= 6 MIN PEAK FLOW= 10.4 CFS PEAK FLOW= 11.8 CFS RAINFALL= 5.8 INCHES RAINFALL= 5.8 INCHES VOL= .5 AC.FT. VOL= .57 AC.FT. SUBCAT 11 5 SUBCAT 1i 6 AREA= 3.29 ACRES AREA= 5.35 ACRES CN= 80 CN= BU TC= 6 MIN TC= 6 MIN PEAK FLOW= 18.3 CFS PEAK FLOW= 29.8 CFS RAINFALL= 5.8 INCHES RAINFALL= 5.8 INCHES VOL= .89 AC.FT. VOL= 1.45 AC.FT. EXISTING ROUTING DATA EXISTING MEMORY DATA EXISTING PONDING DATA .a..a A. `r ipe, Inc. PROJECT:WOODPARK DATE: /_ SNEET:____ OF_____ STORAGE POND 4 1 DATA TIME 1NFLu:i OUTFLOW ELEVATION NR. CFS CFS STORAGE ACRE-FT. 10.0 0.0 0.0 42.1 0.00 10.2 0.4 0.0 42.1 10.4 1.0 0.0 0.01 10.6 1.4 0.0 42.1 0.02 10.8 42.1 0.04 2.2 0.1 42.1 0.07 11.0 3.0 0.1 11.2 42.1 0.12 4.0 0.2 42.1 0.18 11.4 5.4 0.2 42.1 11.6 12.9 0.3 0.26 11.8 42.1 U.411 109.1 1.1 42.4 1.58 12.0 63.4 2.5 42.8 12.2 21.4 3.0 42.9 2. 5 3.42 12.4 15.3 3.3 11.6 11.1 3.4 43.0 3.47 12.8 43.0 3.62 8.7 3.5 43.1 3.71 13.0 8.1 3.5 13.243.1 3.79 6.5 3.5 43.1 3.85 13.4 6.1 3.5 43.1 3.89 13.6 5.9 3.6 43.2 3.93 13.8 5.2 3.6 43.2 14.0 4.8 ,'6 3.96 � 43.2 3.98 14.2 4.5 3.6 43.2 4.00 14.4 4.2 3.6 43.2 4.01 14.6 3.9 3.6 14.8 3.7 43.2 4.02 3.6 43.2 4.02 15.0 3.5 3.6 43.2 15.2 3.4 4.02 3.6 43.2 4.02 15.4 3.4 .6 15.6 3.3 3.6 43.2 4.01 15.8 43.2 4.01 3.3 3.6 43.2 4.00 16.0 3.0 3.6 43.2 ' 3.99 16.2....,... 2.8 3.6 43.2 3.98 16.4 2.8 3.6 43.2 3.97 16.6 2.8 3.6 43.2 3.96 16.8 2.5 3.6 43.2 3.94 17.0 2.5 3.6 43.2 3.92 17.2 2.5 3.6 43.2 3.91 17.4 2.4 3.5 43.1 3.89 17.e 2.4 3.5 43.1 3.87 17.8 2.4 3.5 43.1 3.85 18.0 2.1 3.5 43.1 3.83 18.1 2.1 3.5 43.1 3.80 18.4 2.1 3.5 43.1 3.78 18.6 2.1 3.5 _. 43.1 3.76 18.8 2.1 3.5 43.1 19.0 2.1 3.5 3.73 43.1 3.71 19.2 2.0 3.5 43.1 3.69 19.4 2.0 3.5 43.1 3.66 19.6 2.0 3.5 43.1 3.64 19.8 1.8 3.5 43.0 3.61 20.0 1.8 3.4 43.0 3.59 ' STORAGE POND "delti.X . 4 f JtWI . � 9 w .1L CT S. t AN:: w K.dT141:. iii = .3" w tiJ ° n' +" ! NI Cif III Iv I AL 5 5II c ! 4 1ti Il it i3 1w 1 14 : . 6 1 8 :YI;,i��l� " " I r I NE ;: �!own' >~.; ► �a � �� °tify u u �Iu '1' 'ttf ID4�141 OE W;�� „, " ,raw W W ,AL �, <CR> ''�y�r'W' CON I7 ,.{l, JU,til .N� � _, 121 JTt r VI 2r r-- JO 5:7 1 ,)-1. r l c i 0 I r P 0 ___. _____ s ...... \ k __, ,,. 1 -,.. !., (I\ k , -t\ .,,1 .• N 1 --I 1,1 AJ CD el ''''$) , •,,i ` --..._ o • ii V V 0 N. T CD o . per r c-) _- - __ —— —` \ % c,,I W w - • VI el P -c Cu Cr N VJ w „k • w w w — -- • `� N N -, w -v z —� ___ r'__ It 0 rvi • � � � w., , � ON �,, OoNN ,f11 • 4.0 ,n rr ^_ \IV1 kN (� lamI Yl CD C3 t-1 VI rn 5. 'no rri el Iit ( a o o --1 m ctri - - J 0 W \ A •-c k'\.\ r- r-in -nIIINI il \ o I. rn n1 v o • , --- r- • --- -- --- . -7iw u, w W W W WW W W w n n AO-- n .O rn t -1en n7 rn (W n , $ k \ , , V'- 1, \ 1% _ W W %, N \ N \ ton -17 tn Co kiN N4 C1 • il -- --,-- s. - CI N N w � TNNI � � � � a \uNiJ � J- - -- to 0 71 1,1 N -L \! 5. V W T r+,EIE ' I _i___ __ _ _ _____ ___ __ _____ _ 7 ._. i` -r\ k).1 CD I-1 t +, N r _' — - L- - - ,\ v o cn^ c.,4 .,•., 1 o (-) kit r o_ O V1 k� '1 (� T rl �\ -/-1 i Cl N Nri - `I z T r •. ^ .C� r-'-i L - - o D--I� w N :,, it rrl -I N ,� N N , VI -cl I - -- -- N lJ� N f� v > > -4,, 0 r — -- r- ._-__-_.- w W qi p -; CA ,10 CD n, z Ni� I PAUL I.CRIPE,INC./7172 Graham Road/Indianapolis, Indiana 46250/(317) 842-6777 August 4, 1987 PIC Job #87367-00000 City of Carmel 40 East Main Street Carmel , IN 46032 Attention Mr. Chuck Kiphart RE: Wood Park Subdivision Dear Chuck: Per your review comments, enclosed please find the following items and summaries: 1 . A sketch of the off-site drainage pattern through the Indiana Seal project has been enclosed for you. 2. We will work with you on the street name changes required for addressing at the next T.A.C. meeting. 3. The Comprehensive Plans show this area to be moderate intensity residential suburban. Our intended use is a cluster housing project under the R-1 zoning classification. The density for this project is 2.97 units per acre which is less than the R-1 which permits which is 3.5 units/acre and less than S-2 which permits which is 3.0 units/acre. The areas to the south, east and west are all designated moderate intensity residential suburban. The area north of 116th Street is designated business use per the Comprehensive Plan. We feel that this project is consistent with the intent of the Comprehensive Plan. 4. A letter of non opposition to annexation from Davis Development is enclosed. 5. We have had a preliminary meeting with Jim Hufford relative to the street improvements for this project. Jim has stated that the acceleration, decelleration lanes appear to be acceptable. The improvements required along 116th and College were also discussed. Until the Clay Waste District has completed their sewer installation and street repairs, Jim is not sure where the improvements could be best placed. We propose to put the impact fee fund into escrow until these improvements by the Clay Waste District are complete and the commissioners agree on where the funds should be utilized. We are also checking into what improvements are being proposed along 116th Street by Carmel to determine if this can be coordinated with our improvements. 6. I have contacted the Fire Chief. He has reviewed the plan and will be getting a stamped approved plan to you. Land Development Engineers/Land Surveyors/Architects/Land Planners Mr. Chuck K i phart Page Two August 4, 1987 If you need any additional information, please contact me. Please call Jim Nelson with the docket number so that he can proceed with public notice. Sincerely, PAUL I . CRIPE, INC. Christopher R. White is Enclosures c Dean Ziegler Jim Nelson PAUL I.CRIPE,INC./7172 Graham Road/Indianapolis, Indiana 46250/(317) 842-6777