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Home My WebLink AboutPrimary Plat Data WALDEN PLACE PRIMARY PLAT DATA INTRODUCTION Estridge Development Corporation, the President and principal shareholder of which is Paul E. Estridge, Sr., is the owner of the 40-acre parcel of real estate located on the northeast corner of East 99th Street and Westfield Boulevard commonly known as The Northside Drive-In Theatre. This parcel of real estate has recently been rezoned to R-1 Residence District under the Zoning Ordinance of the City of Carmel and the purpose of this district is to provide for medium to low density, single-family, residential development in areas facing conversion from the rural-agricultural nature to the residential nature. — We are proposing that this real estate be developed into 128 detached single-family units under the cluster option. Typical lot size will be 60' x 125' . Abundant open spaces will be provided along with five retention ponds, which will serve as both a visual amenity and storm water retention facilities. The proposed development will be served by the Indianapolis '- Water Company, Clay Township Regional Waste District, Indiana Bell and Public Service Indiana. All utilities have been contacted and are apprised of the development's current status. TABLE OF CONTENTS Introduction Table of Contents Area and Site Map Primary Plat Application Primary Plat Landscape Plans Traffic Report Utility Summary Water Company Correspondence Sanitary Sewer Application Drainage Summary Existing Site Drainage Plan Existing Drainage Calculations Proposed Site Drainage Plan , Proposed Drainage Calculations _... Soils Report a i. 4 g1.1 * ii: 0 .. X .. r Y s�,�� } , ,,,,,,,A,K,, y..YIS/ iirjr '4 " r.i.s rs''f•' jrYF. -4...•.�iq ,) "„1-11,; y - - C J. 'fit ' 'N !4. Y h- }' • ^ f �' jiiit .1444 ir f ar*: �. * ', f; �. r� Vii " • .i. Sir4il' , Y , --T I.. A r •p., `f'sr1 i'to ti , , � - ' • < z ,,I '� , . `PI - 7t !; < ~.4� * .' r � t y. ., R �� .- A • ' , :. t . ; p •r9 rS„ .i. . --.-----3^*, • `"It. i : • ; '� "II -0.1 a 4 .4 i., t m tr • a rid, 7,'• 11141 - • '*1 * t it) ° ,ictri-R__ .. ,,,. _ , , _ e,4' . Is . 4 ...... ,, r 4. . . •...," .0,44 g .;-.)--1,. 141' rj, t [4% • w. Cfin+ ,. I l 7.0tt . I • :;., 4 �, o w p • „ * . .. n sir 4, _ .1414° 4,:, f W' # i '' t lass'' � r , rt . , ,. 4,,r 3 i •M ? -. -.:_` 4,,,- `� �" x Its _ _ i '4, ,f,.. « ' •`' T�! • r'i: I' / `r,M .. jr.' `. 4ego • v!>z 1 " • 4(0.8.! • b- .s+; I ' ' 4 g �� a rt 'C ;_ i - _ SITE DATA • 4 , : f >r * xk, t. r .00ATION: NORTHEAST CORNER OF 99th SITE ACREAGE: 40.9 ,... ' P 1 ' STREET AND WESTFIELD BOULEVARD. EXISTING SITE PROPOSED USE: RESIDENTIAL CLUSTER -":ONDITIONS'. R-I RESIDENCE DISTRACT. DEVELOPMENT. I EXISTING ZONING, A HIGHPOINT -PROPERTY:DING NORTH-RESIDENTIAL CLASSIFICATION' NORTHWEST TO A LOWPOINOLLING TOPOGRAPHY T SOUTHEAST. EAST-RESIDENTIAL SECOND GENERATION WOODLAND WITH SOUTH-RESIDENTIAL UNDERBRUSH ON THE NORTH,EAST, AND WEST-RESIDENTIAL SOUTHEAST CORNER OF THE SITE. m NORTH -%E. L8g,\ a C L) ) 1 1 E INA\P PLANNING AND LANDSCAPE ARCHITECTUI 7/18/1117ar-o 'J�� IDate : September 14, 1987 ____ RECEIVED SEP 1 _ 4 1987 • PRELIMINARY APPROVAL OF PLAT OR REPLAT APPLICATION FOR PRELIMINARY APPROVAL OF PLAT OR REPLAT OF PROPOSED 1 SUBDIVISION OF LAND WITHIN THE TERRITORIAL JURISDICTION OF THE CITY OF CARMEI. PLAN COMMISSION, CARMEL, INDIANA. 11 Name of Applicant Estridge Development Co. Phone No. 846-7311 Address of Apnlicant 148 WestCarmel. Drive, Carmel,_Indiana 46032 _ _ ___ II4e herebyapplyfor preliminary approval of the following described subdi'-.ision in Jccord_rn_:iz with the provisions of Ordinance #2160. We are the (owners, the duly authorized agents or trustees for the 11 owner or owners) of the real estate included in said subdivision. Name of Subdivision .St pl.gehase,- Woelde4.1 PIA. ______ 1 Legal Description (see attached)• Area ; in acres) 40_.94___ Present Zone R-1 Tentative No. of Lots 126 i ' i.n<1 pl.at Sol C. Miller Address 941 North Meridian Street - ---------- ----..._ _. _ -- ---- — Phone No . 634-1000 STATE OF INDIANA, - Hamilton _COUNTY, ss : I .• The undersigned, having been duly sworn, upon oath says the above informal n 1 tru and co ect as he is informed t and believes . /I Signature of Applicant: i Paul E. - ---- - --- -_- E r dge, Jr. SUBSCRIBI:;D AND SWORN to ;.k:foi-(_, mc , a Notary Public in and for said Count': and Stat: this /-y — day ofl�� 0 7 . - L/PAsIL // IZ ../ /1 .t IMy Commission Expires : Not. 'y Public ---- �3 --4y-1-�-`�!_0-_- ... /iv- of 1 L• g :-_)17' a 730.00 l ti: n TEIS �,;'I'?,: .,'. _ �' TO THE CITY OF CARMEL MUST ACCOMPANY II SIX U..) i•Lu !'I:! :. :♦ .. '1i<OPOL;EV DEE APPJ.JC_AT ir_; . DEVELOPMENT�1E:7 , T TO ACCOMPANY THTC, 11 . T ;I;. :I0r-11r. ' {Y APPLICANT. II . . MSE 287-075, 7346R B. Hagen, 9-14-87 LAND DESCRIPTION Part of the Southwest Quarter of the Northwest Quarter of Section 7, Township 17 North, Range 4 East in Hamilton County, Indiana, more particularly described as follows: Beginning at the Southwest corner of said Quarter Quarter Section; thence along the West line thereof North 00°04'45" West 1319.01 feet to the Northwest corner of said Quarter Quarter Section; thence along the North line of said Quarter Quarter Section South 89°31 '32" East 1352.46 feet to the Northeast corner of said Quarter Quarter Section; thence along the East line of said Quarter Quarter Section and the West line of Holaday Hills and Dales - First Section, the plat of which was recorded in Deed Record 135, page 413 in the Office of the Recorder of Hamilton County, Indiana South 00°01 '06" West 1320.46 feet to the Southeast corner of said Quarter Quarter -. Section; thence along the South line of said Quarter Quarter Section North 89°27'47" West 1350.23 feet to the Point of Beginning, containing 40.94 acres, more or less. I1T-Z �- Mid States Engineering 941 N. Meridian Street • Indianapolis, Indiana 46204 • (317) 634-1000 September 14, 1987 Public Service P. 0. Box 2455 Carmel, IN 46032 i -- Attention: Cindy Swinford Reference : Primary Plat Site at 99th Street and Westfield Boulevard MSE 287-075 Dear Ms. Swinford: Enclosed are two revised copies of the primary plat for the referenced project. Please review the enclosed plan and forward to me the easement maps, utility locations maps surrounding this parcel of property, and any other necessary information to the project. Also, please designate your requirements or comments on one copy and return it to this office to my attention. If you have any questions concerning this project, please contact me at 634-1000. Thank you for your cooperation. I am looking forward to your response and information as soon as possible, because we will need your information incorporated on our final construction plans. Sincerely, MID STATES 34 GINE-•IN' INC. r 11.101. . 11. W. -nder Des gn En ; eer 7330R-3/kh Enclosures Mid States Engineering, Inc. • Indianapolis, IN • Austin, TX • Tampa, FL 171M Mid States Engineering 941 N. Meridian Street • Indianapolis, Indiana 46204 • (317) 634-1000 September 14, 1987 r- Indiana Bell Telephone Company 5858 North College Avenue - = -. Indianapolis, IN 46220 Attention: Engineering Reference: Primary Plat Site at 99th Street and Westfield Boulevard MSE 287-075 Dear Sir : Enclosed are two revised copies of the primary plat for the referenced project. Please review the enclosed plan and forward to me the easement maps, utility locations maps surrounding this parcel of property, and any other necessary information to the project. Also, please designate your requirements or comments on one copy and return it to this office to my attention. If you have any questions concerning this project, please contact me at 634-1000. • Thank you for your cooperation. I am looking forward to your• response and information as soon as possible, because we will need your information incorporated on our final construction plans. Sincerely, MID STATES NGINEERINr INC. \ . Li , _ y W. nder gn En. neer 7330R-2/kh Enclosures Mid States Engineering, Inc. • Indianapolis, IN • Austin, TX • Tampa, FL . I1T-R -- Mid States Engineering 941 N. Meridian Street • Indianapolis, Indiana 46204 • (317) 634-1000 September 14, 1987 Indiana Gas Company 15900 Allisonville Road Noblesville, IN 46060 Attention: Engineering Reference: Primary Plat Site at 99th Street and Westfield Boulevard MSE 287-075 Dear Sir : Enclosed are two revised copies of the primary plat for the referenced project. Please review the enclosed plan and forward to me the easement maps, utility locations maps surrounding this parcel of property, and any other necessary information to the project. Also, please designate your requirements or comments on one copy and return it to this office to my attention. If you have any questions concerning this project, please contact me at 634-1000. Thank you for your cooperation. I am looking forward to your. response and information as soon as possible, because we will need your information incorporated on our final construction plans. Sincerely, MID STATES ENGINEERIN INC. y W. '-nder De- •n E neer 7330R-1/kh • Enclosures Mid States Engineering, Inc. • Indianapolis, IN • Austin, TX • Tampa, FL Mid States Engineering 941 N. Meridian Street • Indianapolis, Indiana 46204 • (317) 634-1000 September 14, 1987 Clay Regional Sewer District - Sanitation P. 0. Box 40638 Indianapolis, Indiana 46240-0638 Attention: Mr. Marion Pike Reference: Site at 99th Street and Westfield Boulevard MSE 287-075 Dear Mr. Pike : As per your request, I am forwarding the primary plat drawing to the referenced project. - MSE requests that the Samuel L. Moore & Associate Co. review and forward to me easement maps, utility location maps surround- ing this parcel of land, and any other necessary information regarding this project. Sincerely, MID STATES ENGINEERIN , . aft( (JI 7348R/sw Je, y W. -'der Enclosure Do gn Eng'J'eer Mid States Engineering, Inc. • Indianapolis, IN • Austin, TX • Tampa, FL Mid States Engineering 941 N Meridian Street • Indianapolis, Indiana 46204 • t317) 6341000 September 14, 1987 Sanitation - Clay Regional Sewer District P. 0. Box 40738 Indianapolis, Indiana 46240-0638 .. Attention : Mr . Marvin Pike Reference : MSE 287-075 Dear Mr . Pike : Please find enclosed a primary plat for a subdivision located on the northeast corner of Westfield Boulevard and 99th Street. The subdivision consists of 127 lots on 40.94 acres. Please review the plat and address any comments to Charles Kiphart, Carmel Department of Community Development. It you have any questions, please call me at 634-1000. Sincerely, MID STATES E GINEER G, NC. 111, )1/414 7350R/sw Jet W. c r • Enclosure Des' • En• peer Mid States Engineering, Inc. • Indianapolis,'IN • Austin, IX • lampa, FL Mid States Engineering 941 N. Meridian Street • Inaianapolis, Indiana 46204 • (317) 634-1000 September 14, 1987 Samuel L. Moore & Associates 6211 West 30th Street Indianapolis, IN 46224 — Attention: Mr. Samuel L. Moore Reference: Primary Plat Site at 99th Street and Westfield Boulevard MSE 287-075 Dear Mr. Moore: Enclosed are two revised copies of the primary plat for the referenced project. Please review the enclosed plan and forward to me the easement maps, utility locations maps surrounding this parcel of property, and any other necessary information to the project. Also, please designate your requirements or comments on one copy and return it to this office to my attention. If you have any questions concerning this project, please contact me at 634-1000. Thank you for your cooperation. I am looking forward to your .., response and information as soon as possible, because we will need your information incorporated on our final construction plans. Sincerely, MID STATES RI INC. kA, • ,� J= y W. gn Fzrider ineer 7330R-4/kh Enclosures Mid States Engineering, Inc. • Indianapolis, IN • Austin, TX • Tampa, FL RIM Mid States Engineering 941 N Meridian urate • Indionapoles, In(ilanu 46204 • 1 .31/) 634 1UOL) September 14, 1987 Hamilton County Sheriff 18100 North Cumberland Road Noblesville, Indiana 46060 Attention : Mr . Dan Stevens Reference : MSE 287-075 Dear Mr . Stevens: Please find enclosed a primary plat for a subdivision located on the northeast corner of Westfield Boulevard and 99th Street. The subdivision .. consists of 127 lots on 40.94 acres. Please review the plat and address any comments to Charles Kiphart, Carmel Department of Community Development. It you have any questions, please call me at 634-1000. Sincerely, MID STATES 'NGINE IN , INC. 7350R/sw try W. ander Enclosure e:ign E`•ineer Mid States Engineering, itIC • Indianapxlr;, IN • Austin, Iii • lampa, FL !YE Mid States Engineering 941 N. Meridian Street • Indianapolis, Indiana 46204 • (317) 634-1000 1 September 14, 1987 Harni tion County Surveyor Hamilton County Courthouse Noblesville, Indiana 46060 Attention: Mr . Kent Ward Reference : MSE 287-075 Dear Mr . Ward: Please find enclosed a primary plat for a subdivision located on the northeast corner of Westfield Boulevard and 99th Street. The subdivision consists of 127 lots on 40.94 acres. Please review the plat and address any comments to Charles Kiphart, Carmel Department of Community Development. If you have any questions, please call me at 634-1000. Sincerely, MID STATE ENGI' 'ER 1., INC. I 1111 1 1 73508/sw r ry W. •nder Enclosure )e .ign :ineer I I I I I Mid States Engineering, Inc. • Indianapolis. iN • Austin, IX • lampa, FL Pr Mid States Engineering 941 N Meridian street • Indionap°alis, Indium 462U4 • (317j 634-1WO September 14, 1987 Hamilton County Highway Department 1717 East Pleasant. Street Noblesville, Indiana 46060 Attention : Mr . Jim Hufford Reference : MSE 287-075 Dear Mr . Hufford: Please find enclosed a primary plat for a subdivision located on the northeast corner of Westfield Boulevard and 99th Street. The subdivision consists of 127 lots on 40.94 acres. Please review the plat and address any comments to Charles Kiphart, Carmel Department of Community Development. If you have any questions, please call me at 634-1000. Sincerely, MID STATES EINGINEE. ING NC. ‘ik.) , 7350R/sw J• rr W. nder Enclosure D ,si. n En, neer BMW Mid Mates Engineenr • IndianUpOlis, IN • Austin, IX • tamp°, IL I1T -M Mid States Engineering 941 N. Meridian Street • Indianapolis, Indiana 46204 • (31/) 634 1000 September 14, 1987 Fire Chief, Fire Station #1 2 Carmel Civic Square Carmel, Indiana 46032 Attention: Mr . Steve Couts Reference : MSE 287-075 Dear Mr . Couts: Please find enclosed a primary plat. for a subdivision located on the northeast corner of Westfield Boulevard and 99th Street. The subdivision -� consists of 127 lots on 40. 94 acres. Please review the plat and address any comments to Charles Kiphart, Carmel Department of Community Development. If you have any questions, please call me at 634-1000. Sincerely, MID STATES NGIN ERI INC. _ �► � & 7350R/sw J441 W. R nder Enclosure D En neer ONO WO MO Mid States Engineering, Inc. • Indianapolis. IN • Austin, fX • Tampa, EL t ... mom Mid States Engineering 941 N. Meridian Strut • Indianupc,lu, Indiana 46204 • 131/J 634 1000 RIM September 14, 1987 Carmel Clay Schools Administrative Offices ... 99 Fourth Avenue, S.W. Carmel, Indiana 46032 .- Attention: Mr . David Anderson Reference : MSE 287-075 Dear Mr . Anderson : Please find enclosed a primary plat. for a subdivision located on the northeast corner of Westfield Boulevard and 99th Street. The subdivision consists of 127 lots on 40.94 acres. Please review the plat and address any comments to Charles Kiphart, Carmel Department of Community Development . If you have any questions, please call ME at 634-1000. Sincerely, MID STAT,S ENGI EE ' G, INC. VI UA/ 7350R/sw Je y W Lander Enclosure De: yn yineer 1011.1.ioMa MOM MOO MOM Mid States Ligineenng, Inc: • 'ut.xA'S, IN • Austin, IX • Iurnpu, It Ma Piti p.1\ / r— --'- a.!I�II A g C. t i t , , irrimi ti,g.1:11, 1,71 / rtfirl ___ ..,. °. �_ ►.ii l l `WI) � eBB' a'''' {i ( L®31r i. ;ti (' i —" r�'I /) i:1 „ ,44„.„ ,1,1„, ..,4-,•'/' / s ,VRa 1_•� -' JCenion C Vatd, Sutveyo4 — 773-A, exts¢ �7�1 776-9626 J6ob1esvi11e, cind 46060 September 25 1987 TO: Mid-States Engineering 941 North Meridian Street Indianapolis, In 46204 RE: Steeplechase-Primary Plat I have reviewed the plans for Steeplechase and have the following comments: 1. Drainage will be regulated drain. A hearing will be set after adoption of the County Surveyor's report by the Hamilton County Drainage Board. 2. Show soil types for site on plans 3. Show typical swale & street cross-section details on plans. 4. Show erosion control statement on plans. 5. Is subdivision being done in phases? If so, show phasing. — 6. Utility and drainage easements between Lots 23-24; 26-27; 31-32; 41-42; 56-57; 61-62; 66-67; 72-73 and 83-84 need tob be increased from 5' per i to 10' per i. 7. Drainage arrows need to be shown on all side and rear yards. Theses are used to determine swale travel distances. 8. Show additional drainage arrows on streets showing high points. This determines curb travel distances. 9. Show lengths of pipe on plans. 10. What drainage improvements are to be made along 96th Street and Westfield Blvd.? 11. Is the pipes that outlet into the lakes underwater or above water discharges? 12. How are the eyebrow and common areas drained? 13. What are the restricted common areas for and who will maintain these areas? OMB 14. Need beehive inlet instead of metal end section between Lots 72-73. 15. Need set of inlets on Hodges Drive North of 99th Street to catch runnoff toward street. 16. The 15" CMP outlet for lake Southof 99th Street is unsatisfactory. Need to look at other alternatives to outlet lake. Mae 17. Need to extend pipe with beehive inlet to SouthWest corner or site to pick up surface water coming from 15" CMP under 99th Street. 18. Show offsite drainage structures for Timber Heights Subdivision on plans. 19. Show offsite drainage and structures for Holaday Hills & Dales to Holaday ._ Drive on plans. 20. Suggest placing inlets on Steeplechase Lane where 15" RCP crossess under street. 21. Need site location map shown on plans. If you have any question, please contact me at 776-9626. Sincerely, f, J , ..r iston JLL/no Inspector cc: Kiphart Hufford SCS 7_, - c- \ 0/, 7,, -mop C,9"/.,, CITY OF CARMEL JANE A. REIMAN, Mayor CHARLES E. KIPHART ... DIRECTOR OF COMMUNITY DEVELOPMENT 40 EAST MAIN STREET CARMEL, INDIANA 46032 844-6433 September 30, 1987 Mr. Paul Estridge 138 W. Carmel Drive Carmel, IN 46032 Dear Mr. Estridge: RE: Steeplechase Upon review of all submitted materials on the above referenced project, . the staff of the Department of Community Development finds the following items are needed to complete the file. ° Detailed overall on-site/off-site drainage plan. The importance of the need for this plan was indicated by me to the Engineer several weeks ago. How does storm water flow through Holiday Hills and Dales subdivision? Does time• of flow off site change from existing conditions? ° According to information in brochure, conditional sewer permit expired July 1, 1987. ° Preliminary erosion control plan. ° Have received no reports from TAC members. ° Cannot read soils map. Outline site. ° What does county think of street system? ° All streets public or private; if a through street or loop, must be 30' wide. back to back, only cul-de-sacs can be 26' wide. ° Show 50' easement of access for private streets. ° Indicate that all lots will have access to subsurface storm drain system in general notes. o No fire hydrant shown - need review of Fire Chief Couts on hydrants and proposed street systems. o Show high and low water levels for ponds. o Incorporate comments from all TAC members. ° Show sign easements. o Show size of sanitary and water lines. ° Show cut and fill map. o Have received only one service report at this time. ° What improvements are proposed to Westfield Blvd. and 99th St. Show on plat and cross section. o Need acell-decell lanes on 99th St. o Dimension acell-decell lanes on Westfield Blvd. Page 2 Steeplechase 9/30/87 o Copy of Covenants o How will common areas be maintained? ° Show distance between all house roof overhangs. ° Show relationship of house locations and easements and drives. ° Site lighting plan - details -.: ° Detailed parking plan. o Show detailed drainage information on plan, especially in greenbelt areas. This is a real problem in Waterford. ° Show sidewalks, lighting standards, signs, driveways. ° Need more landscaping; street trees for each lot and in rear of houses. ° In that houses are so close together, recommend staggered -' setback; otherwise, will look like row houses or barracks. ° Project needs lots of work. In order for this project to be placed on the agenda for the October 20, 1987 Carmel Plan Commission meeting, we will need all the above listed items submitted for review by our department by no later than noon on Friday, October 2, 1987. Thank you for your cooperation. Sincerely, Charles E. Kiphart Director CEK/ck cc: Bruce Hagan y of Coq , f'.`♦k -;,( E 9 O.;t � 'li ♦y�'� /(�..N GOA'`'" CITY OF CARMEL JANE A. REIMAN, Mayor CHARLES E KIPHART DIRECTOR OF COMMUNITY DEVELOPMENT 40 EAST MAIN STREET CARMEL,INDIANA 46032 844-6433 October 28, 1987 Mr. Bruce Hagen Mid-States Engineering 941 N. Meridian Indianapolis, IN 46204 Dear Mr. Hagen: RE: Walden Place Cluster Subdivision Primary Plat After staff review of the above referenced project, we have only the following comments: 1. Subdivision ordinance requires sidewalks along Westfield Blvd. and 99th St. abutting this project. 2. What about street named "Steeplechase Lane"? Will it stay or be renamed? 3. Please submit check for $730.00 to the City of Carmel. 4. Your Docket No. is 100-87 P.P. Thank you for your cooperation. Sincerel Charles E. Kiphart Director CEK/ck cc: Jim Nelson I ''') . d0 � JHilt 1, 4.q o 1 1 ti' ii N -FT il 1 h ill ;It) 111 . t4- till' .24 i 4 ,oit f -,,g'! fill l'i):., itt,E1 ' I 1110 lir 4 gig tot \ 4(___. . I T jy , .' 0 f 4 e i f 0 a r- ' ,.41 ( .,„• ( % 4 eil e o d t . I § -11) i'.:3 ` / . . / ,i.::lilJ $ i ,_,, \ NO a' fie - . 1 ..-A ' - • • p,13 ,, .. \ a { /� v f ., ___---- • \\ ‘. . 0 1 6 e .- i a ;i l N, i....... _, s , Os 4, ,. , ,, ,. . . , -__ . ....lor ._ . 1 r •IP p 010 e I V' o I •illl V' 4$ 1141 ‘q 1 iit 114 141:.kc ' 1 0,t1 11-E -Jr 1114A 4ril 1 '8 di., irvii ,iii iiir 1E ,1 it III lz i i41 10 1,, , , ,,,,,,. K1It411 � i'ms ‘., _„, t• ,_ ; 1.4, sks.,111 0 0 flit 0 0 I *gap. Q _- . , „it ,.. 1 �''* z 1111 1 Isi I 4) • � -------.„ , i \kj i .5111111'lli li , ,_ ,., . . .„ --___ . -A. 1/ 14 v ,, ,. • 1 , 1 • _ I ,, . ` �, ‘ l CI 6 I ti i0 , _' , 4 ;eh Ilik !t I . 44 / ' I If CId I - 4 I . , . . /4 fir. I a 0 lib NIN t. 111 tti . I e . .0 , 41,/ '' - ( ' a , Z. ,4 OA al. 61 Oft S 13 ' 3 * ,,,, z., I a r ... SUMMARY OF TRAFFIC REPORT A traffic report was prepared by Pflum Klausmeier & Wagner considering the impact of a single family, residential •- subdivision development under the Cluster Option but in compliance with the R-1 Residence District requirements . It was concluded that a residential subdivision could be expected to add 5% to 10% to the existing traffic volumes on the MOP adjacent roadway system, including the intersection of Westfield .r Boulevard and 99th Street but that such increase was not sufficient to warrant signalization. .Y. MSE 287-075 7349R _ UTILITY SUMMARY Sanitary Sewer The proposed sanitary sewer system for this project will locate a lift station in the southeast corner of the project, pumping west along the south property line to 99th Street and Westfield Boulevard, to an existing gravity sewer flowing south. Electric • -- Electric service will be provided by Public Service Indiana. The development can connect to existing electric service along both Westfield Boulevard and 99th Street Gas Gas service will be provided by Indiana Gas. The development can connect to an existing gas main along both Westfield Boulevard and 99th Street. -- Water Water service will be provided by the Indianapolis Water Company. The development will be connecting to a future water main along Westfield Boulevard, or by an existing water main extension from the Timber Heights subdivision along the north property line. Telephone Telephone service will be provided by Indiana Bell. INDIANAPOLIS LUATER COMPANY A subsidiary of IWC Resources Corporation May 15, 1987 Mid-States Engineering •— 941 N. Meridian St. Indianapolis, IN. 46204 Attn: Bruce Hagen Gentlemen: This letter is to verify that the Ccinpany can make a water main extension available to serve 40 acres of proposed development ground at the northeast corner of 99th Street and Westfield Boulevard, under the "Standard Conditions for New Custaner Main Extensions", as approved by the Public Service Cormdssion. If you have any additional questions, please contact this office. S• ly f - /. / jf •/V • Philip Allgood Sr. Marketing Representative Engineering Department PRA:psk 1220 Waterway Boulevard• PO. Box 1220 w Indianapolis, IN 46206 Telephone 317 639-1501 /l c J`.'O, JAN! //-2i 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 46.240 Phone 317-844-9200 PART I - GENERAL 1 . Project Title: Estrid e Develo ment _, location: Ranc1 n i e Rn�d anc9 9th ' e* Paul Estridge• 2 . Project Owner: • • address 1.48 W. Carmel' Drive • • °717i717577717777M70-177-"--- , -- 3. Engineer:g Weihe Engli•neers Inc•. address 105,05 N. College Avenue -. Carmel , • In 46632. . . . . . • phone 846=6611 4 . A site map showing location, acreage and zoning is -• attached? X Yes • • . • No 5. Design low Number of Units 1- Bdrm. apts . @ 192 gpd/unit - - 2 Bdrm. apts . @ 256 gpd/unit = gpd 'l4Single family @ 256gpd homes gpd/unit 35 , 80 gpd Commercial lots @ . . _ - gpd gpd gpd @ w . . _ - gPd Total Average Flow • 35y840 gpd Peaking factor 2 .5 Peak flow = 89 '600' . . gpd 6 . (a) Is the property zoned for the intended use? X Yes No (b) If yes , what is the zoning class? S . 2 oftir 7. Project Description: Single Family Detached Housing .. ._ 8. _ Construction Schedule: Start Construction March 1 , 1987 •- . Complete Construction June 1 , 1987 4 9 . The Clay Township Regional Waste District Appli- cation Fee made payable to the District is hereby subm-fitted is the amount of $ 1,415 . 00 as required -- y r`di � 5 L Owner Date ' • There is sufficient sewer capacity and Wastewater Treat- ment Plant Capacity for the proposed development and a Condi- tional Permit to connect to the Clay Township Regional Waste District (Primary) (Merdian Corridor) Project is hereby issue with the following conditions as marked : A. • !/ Conditions and Limitations Recommended by the District for issuance of a Final Construction Permit from the Indiana Department of Environmental Management. ( See Supplemental Information Sheet) . B. ,/ Applicant ' s Development Project be approved by �. the Carmel Plan Commission and/or such other Board ' s , Agencies or Governmental Units having _ Regulatory jurisdiction over said Project. C. v// connection of the Development Project to the sewerage system will require a Sewer Service Agreement between the Project Owner and the District relating to the Construction and installation of Public Sewers . D. That the Project owner pay all availability charges and other fees imposed by the District • in connection with the Project which may include costs incurred by the District for Engineering, "' Accounting and/or Legal services . • E. That the Applicant pursue the approvals and per- mits necessary to allow the project owner to proceed with construction of the project. F. Other Conditions (See Attached) Construction on any phase of the Project shall not -- commence until all conditions of the Conditional Permit are met and the District has issued a Final Permit. 4 Issued this day of �d7 a/kok. , 198 CLAY TOWNSHIP REG. ONAAr.4 WASTE DISTRICT • 41(e _ ye • Utility Manager • ..r t1 1 CLAY T OWNSHIP REGIONAL WASTE DISTRICT Robert Book, {'res. ' 10755 N. COLLEGE Richard f felmuth Max Moore, V. Pres. P. O. BOX 40638 Jack L. Edwards — Mined' Anderson, Sec. INDIANAPOLIS, IN 46240-0638 William Ernst Robert Steinhart, Treas. 317-844-9200 Marvin Pike, Mgr. April 14 , 1987 Mr . Paul Estridge Jr . THE ESTRLDGE GROUP P . O . Box 277 Carmel , In . 46032 11 Dear Mr . Estridge : Regarding your request for extension of your conditional permit for development . The Board of Trustees of Clay Township Regional Waste District has granted an extension to July 1 , 1987 . Sincerely , • i"///l (I 111 Marvin Pike Utility Manager 11 I - ` , CLAY TOWNSHIP RobertBo• , President REGIONAL WASTE DISTRICT chad muh Max Mo re, Vice President Jack L.rEdwards Mymet Anderson, Secretary 10755 N. COLLEGE John Schneider Robert Steinhart, Treasurer P.O. BOX 40638 Marvin Pike, Manager INDIANAPOLIS, IN 46240-0638 317-844-9200 October 13 , 1987 Mr . Bruce Hagen — Mid _States Engineering 941 N . Meridian St . Indianapolis , In. 46204 -- Dear Mr . Hagen , Clay Township Regional Waste District ' s , Board of Trustees has granted your request for an extension of the Conditional Permit of Steeplechase at 99th and Westfield to,January 31 , 1988 . Please forward the final construction plans and application for a final sewer permit when available . _. If you have any further questions or problems please do not hesitate to call . Sincerely, 7 -. -/. 4. 7' e,7t/ Alle • Marvin Pike Utility Manager . . I DRAINAGE SUMMARY EXISTING CONDITIONS -� At the present, this site is the abandoned Northside Drive-In Theatre. Although abandoned, the drainage infrastructure of the area is still functioning and in relatively good condition. The majority of this 40-acre parcel drains to the east through the Holiday Hills and Dales Subdivision. A small portion drains to the south through culverts beneath 99th Street. Following is a more detailed analysis of the existing drainage condition and drainage condition in a "developed" state. At the present, this 40.94 acre site and the 44.53 acres of off-site water coming onto this 'site exit the site at two locations. The entire 44.53 acre off-site area (Basin 1) and 37.94 acres (Basin 2) of the 40.94 acres on-site exit the site into the Holiday Hills and Dales Subdivision approximately 650 feet north of OaiLUf 99th Street by open drainage swale. The remaining 3.00 acres lie in the southeast corner of the site and exit to the south through three 18" corrugated metal culvert pipes beneath 99th Street. Using a 10-year, 6-hour storm and predevelopment condition, the combined discharge of the 44.53 'acre off-site and the 37.94 acre on-site areas is 82.4 cubic feet per second. Individually, the . 44.53 acre off-site area has a peak value of 37.9 cubic feet per second, and the 37.94 acre on-site area has a peak value of 47.7 cubic feet per second. The 3.00 acre site has a peak discharge of 9.1 cubic feet per second. PROPOSED CONDITIONS Using a 100-year, 6-hour storm and post development condition, the combined discharge of the 44.53 acre off-site and the 39.30 acre on-site is 180.7 cubic feet per second without retention. Upon providing retention ponds, the peak discharge to the Holiday Hills and Dales Subdivision is 32.1 cubic feet per second. A 2.63 acre parcel along the east property line will discharge directly to the Holiday Hills and Dales Subdivision at a peak rate of 2.90 cfs. A 1.01 acre parcel located at the southeast corner of the development will discharge to the south at a rate of 5.45 cfs. In all cases, the proposed discharge rate during a 100-year storm is reduced by approximately 50% when compared to a 10-year storm of equal duration. 1+ Il ti �— i" At., , ��_ • B xaw. 1 A a �/ • ° �`'- _�� IIIA/ � / -_�/ R'�� * --71‘5°'5. Lim / t•-,..leilli'"..111b 1 4''''______57------------- ' ---C --. -_ I ' -----' __ 7-,4.,,,r--'...---'''''.-41P - ,,,,_11,-------) xe01.7 --' -C- - - /- ,-'' \,,'41. , \.iI \l/ /�.. // Z�- ;1�\� �\/ 031„. . _ . _ _ \ _ \\y``,s+' \ N ! illuo, i ' ritt,� _.._ _luvJ , r_ t�l 11�,` ________ -- )99-6 ..; 1,, i \ ___, __ , s.„,„_,__isL , \ i _. \ , .;,___0., , i,--------.J 11-, ----,- -- --- --,__-- i _. z It'n•---- :. -__---._---_ __ __—.---- _ t_ r., , (–-7- , - ' li It / �- t, II tia \\i 'Via -,oc- !//) 4 ...:,,t,j\ --,i_ - ' _-:-_ --_-__ 1;..�' ,,„e0 6 y— II \ /• �� '` _� \ trL ,1 1_c ±�,\ t. vrk --... .. ...., i \ � ' _�, _ l.'t ; -. ..--;-.4014' ., , x - R9: ---� + Y'^`l-\ x70).5 /� •_ \ ''.:_le, -,_ „,=--:-:-- .....v � „, • i 5 1 �I 1 Z. y89.L�M9.S �� / I 1 x l8)? __:._____,_"&._44\_, ,_ \ , (___„,-,-78. '': ''-- - 7''.. '''-:tter'/Al , ,'') ) J• -\ k i , / 4,*,„„, \ _ \ ( x69.. PI I' '� \ `� \/ CLQ i I x)82.3 Ili )1‘ ___.-- 0/ O x)99.3 \`- `�.. t gttl. - x)/ x 1. l' o° \ \\ ` 111 !' • ')4 .'t / 0 799 `it )89.• /� .• eros �` w.��ts�, 14........ � a --„. L ' (II a x798, 1 _--500 - lig? 0,- ..„r„,,,,,m1,,,. .i.• �to.f 1 i + T # SiStiLT I n 1 //,; X ISTING 4., „,,,,,, / e .,. Fil IT ---- ; PUNNING AND LANDSCAPE ARCHI)ECEURE A 7 . 507 #207-075 pH— C> Copyright - R. D. Ghioto - 19B4 99th & WESTFIELD 287075 PREL DRAINAGE 10 YEAR 6 HOUR EXISTING 5-13-87 BASIN 1 ~~ BASIN INPUT DATA ==================================================== BASIN AREA 44. 53 ACRES SCS CURVE NUMBER 77. 00 INITIAL ABSTRACTION 0. 60 INCHES TIME OF CONCENTRATION 28. 00 MINUTES ~_ SCS SHAPE FACTOR 256 OUTPUT SUMMARY STORM RAINFALL 3. 30 INCHES STORM DURATION 6. 00 HOURS TOTAL RUNOFF 1 . 28 INCHES ~~ PEAK RUNOFF RATE 37. 88 CFS TIME OF PEAK 3. 25 HOURS UNIT GRAPH VOLUME 1 . 00 INCHES � REFERENCE FILES ====_======================================_____=== - INPUT DATA D: 87075EX. DAT OUTPUT TO DISK 87075EX RAINFALL DISTRIBUTION RAIN2. RAI UNIT HYDROGRAPH UNIT1 . UHG ff (C) Copyright - R. D. Oh7.CJto - 1934 /I s'9t h WESTF I ELD 287075 PREL DRAINAGE 10 YEAR 6 HOUR EXISTING 8-17-87 11 BASIN 1 II TIME RUNOFF CUMUL- TIME RUNOFF CUML!L - RATE A'f I tJE RATE AT I UE (hr ) (cf�•i kins) (hrsi (cfsi (ins) * (tY 7. 75 26. 18 0. ti. .. _ 0. 0n 0. 00 3: ^ 0. 0. 00 ;, ijti 2. c22 --'-'. 59 ('?. 60 . fats 0. 00 0. 00 4. 00 0. 70 0, 7 7 0. 00 0. 00 0. 42 0. 0 0 0. 0 0 8 4. 17 1. _ . 75 (i. 77 • I 0, 5i; c). ij() i?. (j(} 4. 25 17. 49 0. 9 C) 0. 8 00 0. 004. 77 16. 77 0.80 0. 67 n. 00 0. 00 4. 42 16. 08 0. 86 1 0. 75 i''J. (i(j {j, (jij 4.50 15. 4(j {j.89 0. 8.7 i;, c it) 0. 00 4. 58 14. 71 0. 92 0. 9" 0. 00 0.00 4.67 14. 01 0. 94 i 1 . 00 0. 00 0. 00 4. 75 17. 71 0. 97 1 . 08 (i. 00 t.00 4.8.7 12. 67 0.99 1 . 17 0. 00 . (_)t) 4. 92 11 . 96 1 . 01 1 . 25 0.00 0. 00 3. 00 11 . 23 1 .07. 1 1 . 77 0. 00 0. 00 0. 00 5. 08 10. '17 1 . 05 1 . 4 (i, 00 (j. (=itj `,. 1.7 9. 84 1 . 07 1 . 5t_ 0. 00 0. 00 5. ^5 9. 20 1 . 09 0. J. •_•1 8. 66 1 . iti 1 . 67 c)0. 06 , (;i} 0. 00 5. 42 8. 16 1 . 12 1. . 7. 0. 00 0. 00 1 . 87 0. 00 0. 00 5. 58 7. 2 2 1 . 18 1 1.9 '._ (,;. (j(? t"7, ()(i ,,. 67 6.51 1 . 1 00 c'}, t_)(i i), t_)t) 5. 75 6. 24 1 . 17 08 0. 00 0.00 5. 8.7 6. 04 1 . 18 1 2. 1.7 !}. ()(_i 0. (_)(7 5. 92 5. 87 1 . 19 �' 25 (.00 0. 006,()!') 5. 51 1. .•19 -1. 77 0. 00 0.00 4. 08 '1. 05 1. 21 .2. 42 0.00 0.00 6. 17 4. 46 1 . 22 ' Ji} 0.t�tl 0. 00 6. 25 . 89 1 . `�3 �. 58 (_i.03 0.00 6. 17: . 38 1 . L._ 2. 67 0. 12 0.00 6.42 2. 9 1 . 24 I 2. 75 0.35 0.00 6. 50 2. 56 1.24 ,- -. c,... 1 . 06 0.006.58 2. 241 . 25 4. 85 0.01 6.67 1 . 96 1 . '3 I = . C;(j7. 17. 08 0.04 6. 75 1 . 72 1 . 26 t!?, 24. 6' 0. (;8 6. 8.7 1 . 51 1. 26 _ . 17 34. 29 0. 15 6.92 1 . 72 1 . 26 7. 25 :7. 88 0. -,-, 7. 00 1 . 16 1 . 26 1 = . 77 66 0.29 7. 08 1 . 02 1 . 26 7. -42 :15. 720. 35 7. 17 0. 90 1 .27 2. 50 _7. 01 0. 41 7.25 0. 79 1 . 27 1 _. 67.58 70. 412 0. 47 0. 52 7. 33 0.69 1 .27 7. 42 t). v9 1. 27 1 (0) Copyright - R. 0. G1-110-to - 1984 ii 99th & WESTFIELD 287075 BREL DRAINAGE 10 YEAR 6 HOUR EXISTING. , E� � m S2] �-52 I BASIN 1 � ` � �� TIME RUNOFF CUMUL- TIME RUNOFF CUMUL- RATE ATIVE RATE ATIVE <hrs) <Ef s> (ins) (hr s) (cfs) (ins) ��---�--- -- --� -- 11 . e _ 0. 50 1 . 27 7 . 58 0. 43 1 .27 2. 67 0. 36 1 . 27 / 7. 73 0. 29 1 .27 . GS 0. 24 1 . 27 7. 92 0. 19 1.27 PI 5. 00 0. 15 0. 11 1 . 27 8. 08 1 .27 8. 17 0. 09 1 . 27 . 8 0.04 1.27 3. 77 0. 04 1 . 27 8. 42 0. 02 1.28 8. 50 0. 01 1 . 28 1 8. 58 0.00 1 .28 G. oz 0. 00 1 .28 8. 73 0. 00 1 .28 N8. 83 0. 00 1 . 28 N N N N \ . N _ I N N N (C) Copyright - R. D. Ghioto - 1984 /I 99th & WESTFIELD 287075 PREL DRAINAGE 10 YEAR 6 HOUR EXISTING 5-17-87 BASIN 2 BASIN INPUT DATA �� ==================================================== BASIN AREA 37. 94 ACRES SCS CURVE NUMBER 79. 00 INITIAL ABSTRACTION 0. 53 INCHES TIME OF CONCENTRATION 18. 00 MINUTES SCS SHAPE FACTOR 256 OUTPUT SUMMARY STORM RAINFALL 3. 30 INCHES STORM DURATION 6. 00 HOURS TOTAL RUNOFF 1 . 39 INCHES PEAK RUNOFF RATE 47. 74 CFS TIME OF PEAK 3. 17 HOURS UNIT GRAPH VOLUME 0. 99 INCHES REFERENCE FILES __====__ INPUT DATA D:87075EX. DAT OUTPUT TO DISK 87075EX RAINFALL DISTRIBUTION RAIN2. RAI UNIT HYDROGRAPH UNIT1 ^ UHG 00 Y -. (C) Copyright - R. D. Shioto - 1984 ii 99th & WESTFIELD 287075 PREL DRAINAGE 10 YEAR 6 HOUR EXISTING 5-17-87 BASIN 2 II TIME RUNOFF CUMUL- TIME RUNOFF CUMUL- I' ATIVE N� (hrs) (cfs) (ins) (hrs> (RATE ATIVE c�s, ==== (ins) _======== I ( . 00 0. 00 0. 00 3. 75 23 03 0. 79 0^ 08 0. 00 0. 00 3. 83 21 ^ 23 0^ 84 0. 17 0. 00 0. 00 3. 92 19. 79^ 0^88 I 0. 25 0. 00 0. 00 4. 00 1847 0^ 92 0. 33 0. 00 0. 00 4. 08 17. 24^ 0^ 96 0. 42 0. 00 0. 00 4. 17 1605 1 ^ 00 0. 50 0. 00 0. 00 4. 25 14. 84' 1 ^03 U� 0. 58 0.00 0. 00 4. 33 1361 1 .06^ 0. 67 0. 00 0. 00 4. 42 12^38 1 . 09 0' 75 0. 00 0. 00 4. 50 11 . 27- 1. 11 I 0. 83 0. 00 0. 00 4. 58 1031 113 0. 92 0.00 0. 00 4 67 9' 34 ^ ^ . . l. 15 1 . 00 0. 00 0. 00 4. 75 ' ~ ` . o /. 91 1 . 17 1 . 08 0. 00 0. 00 4. 83 7. 39 1 ^ 1�� I 1 . 17 0. 00 0. 00 4. 92 7. 02 1 . 20^ 1 . 25 0.00 0. 00 5. 00 6. 67 122 1 . 77 0. 00 0. 00 5. 08 6. 70 1 ^23 I1 . 420. 000. 005. 175. 951 ^ 24 1 . 50 0. 00 0. 00 5. 25 5. 67 1 . 26^ 1 . 58 0. 00 0. 00 5. 33 5. 45 127 n� 1 . 67 0. 00 0. 00 5. 42 5. 28 1 . 28^ « 1 . 75 0. 00 0.00 5^ 50 5^ 12 129 1 . 83 0. 00 0. 00 5. 58 5. 00' 1 ^30 1 . 92 0. 00 0. 00 5. 67 4. 91 1 ^ 31 NN 2. 00 0. 00 0. 00 5. 75 4. 85 1 ^32 2. 08 0. 00 0. 00 5. 83 479 1^ 33 2. 17 0. 00 0. 00 5. 92 4. 62' 1 '34 I 2. 250. 000.0O6. 004181 ^ 35 2. 33 0. 00 0. 00 6. 08 3. 53 1 ^36 2. 42 0.02 0.0C� 6. 17 2' 88 1^ 37 2. 5O 0. 10 0.03z` 6. 25 2'35 1 ^37 I 2. 58 0.27 0. 00 6. 33 1 . 94 1 ' 38 2. 67 0. 62 0. 00 6. 42 1 . 61 1 ' 38 2. 75 1.24 0.00 6.50 1 . 34 1 ' 38 I2. 83 2. 780.01 6. 58 1 . 11 1 '38 2. 92 10. 69 0. 03 6.67 0. 92 1' 39 3. 00 28. 51 0. 10 6. 75 0. 77 1 ^39 3. 08 44. 05 0. 19 6.83 0. 64 1 ' 39 1 3. 17 47. 74 0. 30 6. 92 0. 52 1 '39 3. 25 44. 56 0. 39 7.00 0. 42 1' 39 3. 33 39. 74 0. 48 7. 08 0. 32 1 '39 1 3. 42 35. 48 0.56 7. 17 0. 24 1' 39 3. 50 31 . 90 0. 63 7. 25 0. 17 1 '39 3. 58 28.63 0. 69 7.33 0. 12 1 ' 39 i 3. 67 25. 59 0. 74 7. 42 0. 08 1 '39 1 "= (C) Copyright - R. D. Ghioto - 1984 99th & WESTFIELD 287075 PREL DRAINAGE 10 YEAR 6 HOUR EXISTING 5-17-87 BASIN 2 - TIME RUNOFF CUMUL- TIME RUNOFF CUMUL- N� RATE ATIVE N� (hrs) (cfs) (ins) (hrs) (RATE ATIVE c�s/ _=== (ins) ========= U� 7' 50 0. 04 1 . 39 7. 58 0. 02 1 . 39 7. 67 7. 7 0. 00 1 . 39 NN 5 7. 83 0. 00 1 . 39 � 0. 00 1 . 39 7. 92 0. 00 1 . 39 N0 * � 9 N BAS I N / NODE REL^-i?I ONSH I F'S INDEX NODE SUB-BASIS NS 1 2 t"i i j I I I I I I I I I I I I I I I rl (C) Copyright - R. D. Ghioto - 1984 II 99th & WESTFIELD 287075 PREL DRAINAGE 10 YEAR 6 HOUR EXISTING 5-13-87 IROW 1 COLUMN 1 INDEX 1 INODE 1 TIME RUNOFF HRS. CFS =============== I 0. 00 0. 0 0. 08 0. 0 0. 17 0. 0 I 0. 25 0. 0 0. 33 0. 0 0. 42 0. 0 0. 50 0. 0 ` I0. 58 0. 0 0. 67 0. 0 0. 75 0. 0 N0 0. 83 0. 0 � 0. 92 0. 0 1.00 0. 0 1 . 08 O. 0 I 1 . 17 0. 0 1 . 25 0.0 I1 . 33 0. 0 1 . 42 0. 0 1 . 50 0. 0 1 . 58 0. 0 I 1 . 67 0. 0 1 . 75 0. 0 1 . 83 0. 0 1 . 92 0. 0 I 2. 00 0. 0 2. 08 0. 0 2. 17 0. 0 I2. 25 0. 0 2. 33 0. 0 2. 42 0.0 2. 50 0. 1 ^ I 2. 58 0.3 2. 67 0. 7 2. 75 1 .6 0 2. 83 3. G I 2. 92 15. 5 3. 00 41. 6 I 3. 08 68. 7 3. 17 82.0 3. 25 82. 4 3. 33 77' 4 I 3. 42 71 . 2 3. 50 64. 9 3. 58 59. 0 U U 3. 67 53. 8 1 (C) copyright - R. D. Ghioto - 1984 59th & WESTFIELD 287075 PREL DRAINAGE 10 YEAR 6 HOUR EXISTING 5-13-87 IROW2 COLUMN 1 INDEX 1 II NODE 1 TIME RUNOFF HRS. CFS __ \/\ I 7. 75 \ 3, 83 45. 5 2. 92 4444 4. 00 39. 5 4. 08 36. 8 4. 17 34. 4 I 4. 77 2. 3 4. 33 30. 4 4. 42 28. 5 SS50 26. 7 SSSS 25. 0 4. 67 23. 4 . 4. 75 21. 2 14. 8: 20.0 4. 92 19. 0 5. 00 18. 0 5. 08 16. 9 5. 17 15. 8 5. 25 14. 9 5. 33 14. 1 I 5. 50 17. 4 . 5. 50 19 8 5. 53 12. 2 n. I I I 5. 83 1). 8 I5. lO. 4 n0 9. 7 6. 08 8.6 6. 17 7.3 © - § 6. 7: 6.2 ' zz 5. 3 6. 42 4.5 6. 50 3.9 5. 38 3. 3 6. 67 2. 9 6. 75 2. 5 I 6. 83 6. 92 2. 2 1. 8 7. 00 1.6 1 7.08 1. 3 7. 17 1 . 1 7. 25 1. 0 . 3 0. 8 | 7. 42 0. 7 I 'I . (C) Copyright - R. D. Ghioto - 1984 99th & WESTFIELD 287075 PREL DRAINAGE 10 YEAR 6 HOUR EXISTING 5-13-87 ROW 3 COLUMN 1 =============== INDEX 1 N� NODE 1 �� TIME RUNOFF HRS. CFS =============== U� 7. 50 0. 5 7. 58 0. 4 7' 67 0. 4 NN 7. 75 0. 3 7. 83 0. 2 7. 92 0. 2 8. 00 0. 2 8. 08 0. 1 8. 17 0. 1 8. 25 0. 1 NN 8. 33 0. 0 8. 42 0. 0 8. 50 0.0 ' � 8. 58 0. 0 8.67 0. 0 8. 75 0. 0 883 0. 0 108. 83 0. 0 � � � � -- � � � � N � ~° ,C) Copyright - R. D. Ghioto - 1984 I99th & WESTFIELD 287075 PREL DRAINAGE 10 YEAR 6 HOUR EXISTING 5-17-87 BASIN 3 - BASIN INPUT DATA BASIN AREA 3. 00 ACRES SCS CURVE NUMBER 83. 00 INITIAL ABSTRACTION 0. 41 INCHES ME OF CONCENTRATION 6. 00 MINUTES ITI CS SHAPE FACTOR 25 N0 _ OUTPUT SUMMARY STORM RAINFALL 3. 30 INCHES STORM DURATION 6. 00 HOURS � TOTAL RUNOFF 1 . 66 INCHES � PEAK RUNOFF RATE 9. 09 CFS TIME OF PEAK 3. 05 HOURS UNIT GRAPH VOLUME 0. 98 INCHES REFERENCE FILES =====_____============_____ � INPUT DATA D: S7075EX. DAT OUTPUT TO DISK S7075EX RAINFALL DISTRIBUTION RAIN2.RAI � UNIT HYDROGRAPH UNIT1 . UHG � MIN ~.. ( C) Copyri :Iht - R. D. Ghioto - 1984 I99th 9_, WESTFIELD 287075 PREL DRAINAGE 10 YEAR 6 HOUR EXISTING 5-17-87 BASIN 3 - TIME RUNOFF CUMUL- RATE ATIVE TIME RUNOFF CUMUL- wm RATE ATIVE (hrs) (cfs) (ins) (hrs) (cfs) (ins) ======================================================================== 0. 00 0. 00 0. 00 2. 25 0. 03 0. 00 0. 05 0. 00 0. 00 2. 30 0. 05 0^ O0 NN 0. 10 0. 00 0. 00 2. 35 0. 07 0''00 "" 0. 15 0. 00 0. 00 2. 40 0. 09 0. 00 0. 20 0. 00 0. 00 2. 45 0. 12 0. 01 , 0. 25 0. 00 0. 00 2. 50 0. 14 0'01 NN 0. 30 0. 00 0. 00 2. 55 0. 18 0. 01 0. 35 0. 00 0. 00 2. 60 0. 22 002 I0. 40 0. 00 0. 00 2. 65 0. 29 0. 02 0. 45 0. 00 0. 00 2. 70 0. 37 0' 03 0. 50 0. 00 0. 00 2. 75 0. 48 0, 03 0. 55 0. 00 0.00 2. 80 0. 62 0'04 I 0. 60 0. 00 0. 00 2. 85 0. 96 0. 06 0. 65 0.00 0. 00 2. 90 2. 04 0.09 0. 70 0. 00 0. 00 2. 95 5. 16 0. 18 0. 75 0. 00 0.00 3. 00 8. 66 0. 32 I 0. 80 0. 00 0. 00 3. 05 9. 09 0. 47 0. 85 0. 00 0. 00 3. 10 7. 55 0. 60 0. 90 0. 00 0. 00 3. 15 6. 25 0. 70 I 0 95 0 00 0 00. . . 3 20 5 30 0 79 ' ~ . . 1 . 00 0. 00 0. 00 3. 25 4. 53 0. 86 1 . 05 0. 00 0. 00 3.30 3. 97 0. 93 . 10 0. 00 0. 00 3. 35 3. 53 0. 99 Ii 1 . 15 0. 00 0.00 3. 40 3. 11 1 .04 1 . 20 0. 00 0. 00 3. 45 2. 70 1 . 08 1 . 25 0. 00 0.00 3. 50 2. 30 1 . 12 I 1 . 30 0. 00 0. 00 3. 55 1 .94 1 . 15 1 . 35 0.00 0. 00 3. 60 1. 62 1 . 18 1 . 40 0. 00 0.00 3. 65 1 . 29 1 . 20 I 1 . 45 0.00 0.00 3 70 1 16 1 22 . . . 1 . 50 0. 00 0.00 3. 75 1 . 07 1 . 24 1 . 55 0.00 0.00 3. 80 1 . 01 1. 26 1 . 60 0. 00 3. 85 0. 94 1 . 27 I 1 . 65 0.00 0.00 3. 90 0. 89 1 .29 1 . 70 0.00 0. 00 3. 95 0. 84 1 . 30 1 . 75 0.00 0.00 4.00 0.81 1 .31 0 1 . 80 0. 00 0. 00 4. 10 0. 79 1 . 77 � 1 . 85 0. 00 0.00 4^ 10 0.77^ 1 ^34 1 . 90 0. 00 0. 00 4. 15 0. 75 1 . 35 1' 95 0.00 0.00 4. 20 0.72 1 .36 I 2. 00 0. 00 0. 00 4. 25 0. 70 1 . 37 2. 05 0. 00 0. 00 4. 30 0. 68 1. 39 2. 10 0. 00 0. 00 4. 35 0. 66 1 . 40 � � 2. 15 0. 01 0. 00 4 40 0 65 1 41 . . . 2. 20 0. 02 0. 00 4. 45 0. 63 1 . 42 1 _ __ (C) Copyright - R. D. Ghioto - 1984 ��w� 99th & WESTFIELD 287075 PREL DRAINAGE 10 YEAR 6 HOUR EXISTING 5-13-87 N� BASIN 3 �� N� TIME RUNOFF CUMUL- RATE ATIVE TIME RUNOFF CUMUL- m� RATE ATIVE (hr ) (cfs) (ins) (hrs) (cfs) (ins) ======================================================================== 4. 50 0. 61 1 . 43 4. 75 0. 00 1 . 66 4. 55 0.58 1 . 44 4. 60 0. 56 1 . 45 r: 4. 65 0.55 1 .46 4. 70 0. 54 1 . 47 4. 75 0. 53 1 . 47 ` I 4. 80 0. 52 1 . 48 4. 85 0. 52 1 . 49 4. 90 0. 51 1 . 50 R 4. 95 0.50 1.51 5. 00 0. 48 1 . 52 5. 05 0. 45 1 .52 5. 10 0. 43 1 . 53 NN 5. 15 0. 42 1 .54 5. 20 0. 41 1 . 54 5. 25 0. 41 1 .55 N0 5. 30 0. 40 1 . 56 rw 5.35 0. 40 1 .56 5. 40 0. 39 1 . 57 5. 45 0. 39 1 .58 �N 5. 50 0. 39 1 . 58 5. 55 0. 39 1 .59 5. 60 0. 38 1. 60 15. 65 0. 39 1.60 5. 70 0. 39 1 . 61 5. 75 0. 39 1.62 I 5. 80 0. 39 1. 62 5. 85 0. 39 1.63 ' 5. 90 0.39 1.63 5. 95 0. 35 1.64 I6. 00 0.28 1. 64 6. 05 0. 21 1.65 6. 10 0. 15 1.65 RN 6. 15 0. 121.65 'n 6. 20 0. 09 1 . 65 6. 25 0. 07 1.66 NN 6. 30 0. 05 1 .66 R� 6. 35 0. 03 1.66 6. 40 0. 02 1.66 6. 45 0.01 1 .66 i6. 50 0. 01 1.66 6. 55 0. 00 1 .66 6. 60 0. 00 1. 66 /� ^6. 65 0.00 1 | � 66 6. 70 0. 00 1. 66 1 ;C) Copyright - R. D. Ghioto - 1984 WALDEN POND 287075 100 YEAR 2 HOUR PROPOSED OUTFALL TO HOLIDAY HILLS 16-87 BASIN 1 BASIN INPUT DATA BASIN AREA 2. 17 ACRES SCS CURVE NUMBER 84. 70 INITIAL ABSTRACTION 0. 76 INCHES TIME OF CONCENTRATION 6. 00 MINUTES SCS SHAPE FACTOR 256 OUTPUT SUMMARY STORM RAINFALL 4. 30 INCHES • STORM DURATION 6. 00 HOURS TOTAL RUNOFF 2. 65 INCHES PEAK RUNOFF RATE 10. 57 CFS TIME OF PEAK 7. 05 HOURS UNIT GRAPH VOLUME 0.98 INCHES REFERENCE FILES INPUT DATA D: 87075PC. DAT OUTPUT TO DISK 87075PC RAINFALL DISTRIBUTION RAIN2.RAI UNIT HYDROGRAPH UNIT1 . UHG (C) Copyright - R. D. Ghioto - 1984 WALDEN POND 287075 100 YEAR 2 HOUR PROPOSED OUTFALL TO HOLIDAY HILLS 16-87 BASIN BASIN INPUT DATA BASIN AREA 9. 67 ACRES SCS CURVE NUMBER 85. 70 INITIAL ABSTRACTION 0. .7.7 INCHES TIME OF CONCENTRATION 12. 00 MINUTES SCS SHAPE FACTOR 256 OUTPUT SUMMARY STORM RAINFALL 4.70 INCHES • STORM DURATION 6. 00 HOURS TOTAL RUNOFF 2. 77 INCHES PEAK RUNOFF RATE 35. 32 CFS TIME OF PEAK 3. 10 HOURS UNIT GRAPH VOLUME 1 . 00 INCHES REFERENCE FILES INPUT DATA D: 87075PC. DAT OUTPUT TO DISK 87075PC RAINFALL DISTRIBUTION RAIN2.RAI UNIT HYDROGRAPH UNIT1 .UHG (C) Copyright - R. D. Ghioto - 1984 WALDEN POND 287075 100 YEAR 2 HOUR PROPOSED OUTFALL TO HOLIDAY HILLS 16-87 BASIN 3 BASIN INPUT DATA Lro BASIN AREA 13. 12 ACRES SCS CURVE NUMBER 86.90 INITIAL ABSTRACTION 0. 30 INCHES TIME OF CONCENTRATION 12. 00 MINUTES SCS SHAPE FACTOR 256 I OUTPUT SUMMARY 11 STORM RAINFALL 4. 30 INCHES 11 STORM DURATION 6. 00 HOURS TOTAL RUNOFF 2. 88 INCHES PEAK RUNOFF RATE 50.07 CFS TIME OF PEAK 3. 10 HOURS I/ UNIT GRAPH VOLUME 1 . 00 INCHES REFERENCE FILES INPUT DATA D:87075PC. DAT OUTPUT TO DISK 87075PC 11 RAINFALL DISTRIBUTION RAIN2.RAI UNIT HYDROGRAPH UNIT1 . UHG I I I I V (C) Copyright - R. D. Ghioto - 1984 WALDEN POND 287075 100 YEAR 2 HOUR PROPOSED OUTFALL TO HOLIDAY HILLS 16-87 BASIN 4 BASIN INPUT DATA BASIN AREA 9. 51 ACRES SCS CURVE NUMBER 86. 45 INITIAL ABSTRACTION 0. 31 INCHES TIME OF CONCENTRATION 10. 00 MINUTES SCS SHAPE FACTOR 256 • OUTPUT SUMMARY STORM RAINFALL 4. 30 INCHES �- STORM DURATION 6. 00 HOURS TOTAL RUNOFF 2.84 INCHES PEAK RUNOFF RATE 40. 00 CFS TIME OF PEAK 3. 05 HOURS UNIT GRAPH VOLUME 1 .00 INCHES REFERENCE FILES INPUT DATA D:87075PC. DAT OUTPUT TO DISK 87075PC RAINFALL DISTRIBUTION RAIN2.RAI UNIT HYDROGRAPH UNIT1 . UHG (C) Copyright - R. D. Ghioto - 1984 WALDEN POND 287075 100 YEAR 2 HOUR PROPOSED OUTFALL TO HOLIDAY HILLS 16-87 BASIN 5 BASIN INPUT DATA BASIN AREA 4. 88 ACRES SCS CURVE NUMBER 87. 65 INITIAL ABSTRACTION 0. 28 INCHES TIME OF CONCENTRATION 7.00 MINUTES SCS SHAPE FACTOR 256 I • OUTPUT SUMMARY IF STORM RAINFALL 4.30 INCHES 11 STORM DURATION 6. ��> HOURS TOTAL RUNOFF 2.92 INCHES PEAK:: RUNOFF RATE 25. 01 CFS TIME OF PEAK 3. 05 HOURS UNIT GRAPH VOLUME 0. 98 INCHES /I REFERENCE FILES INPUT DATA D:87075PC. DAT OUTPUT TO DISK 87075PC RAINFALL DISTRIBUTION RAIN2.RAI UNIT HYDROGRAPH UNIT1 .UHG I I I 1* I It (C) Copyright - R. D. Ghioto - 1984 WALDEN POND 287075 100 YEAR 2 HOUR PROPOSED OUTFALL TO HOLIDAY HILLS 16-87 BASIN 6 BASIN INPUT DATA BASIN AREA 0. 67 ACRES SCS CURVE NUMBER 87. 00 INITIAL ABSTRACTION 0. 41 INCHES TIME OF CONCENTRATION 6. 00 MINUTES SCS SHAPE FACTOR 256 OUTPUT SUMMARY STORM RAINFALL 4. 70 INCHES STORM DURATION 6. 00 HOURS TOTAL RUNOFF 2. 50 INCHES PEAK RUNOFF RATE 2.90 CFS TIME OF PEAK 3. 05 HOURS UNIT GRAPH VOLUME 0.98 INCHES REFERENCE FILES INPUT DATA D: 87075PC. DAT OUTPUT TO DISK 87075PC RAINFALL DISTRIBUTION RAIN2.RAI UNIT HYDROGRAPH UNIT1 .UHG .�1 v (C) Copyright - R. D. Ghioto - 1984 WALDEN POND 287075 100 YEAR 2 HOUR PROPOSED OUTFALL TO HOLIDAY HILLS 16-87 BASIN 7 BASIN INPUT DATA BASIN AREA 1 . 01 ACRES SCS CURVE NUMBER 88. 00 INITIAL ABSTRACTION 0. 27 INCHES TIME OF CONCENTRATION 6.00 MINUTES SCS SHAPE FACTOR 256 OUTPUT SUMMARY =-= • STORM RAINFALL 4.30 INCHES STORM DURATION 6. 00 HOURS TOTAL RUNOFF 2. 95 INCHES PEAK RUNOFF RATE 5.45 CFS TIME OF PEAK 7.05 HOURS UNIT GRAPH VOLUME 0. 98 INCHES REFERENCE FILES INPUT DATA D:87075PC. DAT OUTPUT TO DISK 87075PC RAINFALL DISTRIBUTION RAIN2.RAI UNIT HYDROGRAPH UNIT1 . UHG a (C) Copyright - R. D. Ghioto - 1984 WALDEN FOND 287075 100 YEAR 2 HOUR PROPOSED OUTFALL TO HOLIDAY HILLS 16-87 BASIN 11 BASIN INPUT DATA BASIN AREA 7. 12 ACRES SCS CURVE NUMBER 78. 90 INITIAL ABSTRACTION 0. 53 INCHES TIME OF CONCENTRATION 13. 00 MINUTES SCS SHAPE FACTOR 256 OUTPUT SUMMARY STORM RAINFALL 4.70 INCHES STORM DURATION 6. 00 HOURS TOTAL RUNOFF 2. 18 INCHES PEAK RUNOFF RATE 8. 44 CFS ... TIME OF PEAK 3. 10 HOURS UNIT GRAPH VOLUME 0. 99 INCHES REFERENCE FILES INPUT DATA D:87075PC. DAT OUTPUT TO DISK 87075PC RAINFALL DISTRIBUTION RAIN2.RAI UNIT HYDROGRAPH UNIT1 . UHG (C) Copyright - R. D. Ghioto - 1984 WALDEN FOND 287075 100 YEAR 2 HOUR PROPOSED OUTFALL TO HOLIDAY HILLS 16-87 BASIN 12 BASIN INPUT DATA BASIN AREA 2. 15 ACRES SCS CURVE NUMBER 76.25 INITIAL ABSTRACTION 0. 62 INCHES TIME OF CONCENTRATION 6. 00 MINUTES SCS SHAPE FACTOR 256 • OUTPUT SUMMARY STORM RAINFALL 4. 30 INCHES STORM DURATION 6. 00 HOURS TOTAL RUNOFF 1 . 95 INCHES PEAK: RUNOFF RATE 7.59 CFS TIME OF PEAK: 3.05 HOURS UNIT GRAPH VOLUME 0. 98 INCHES REFERENCE FILES INPUT DATA D:87075PC. DAT OUTPUT TO DISK 87075PC ?I RAINFALL DISTRIBUTION RAIN2.RAI UNIT HYDROGRAPH UNIT1 .UHG ,'t (C) Copyright - R. D. Ghioto - 1984 WALDEN FOND 287075 100 YEAR 2 HOUR PROPOSED OUTFALL TO HOLIDAY HILLS '' 16-87 BASIN 13 BASIN INPUT DATA BASIN AREA 28. 14 ACRES SCS CURVE NUMBER 70. 70 INITIAL ABSTRACTION 0. 83 INCHES ° TIME OF CONCENTRATION :4.00 MINUTES SCS SHAPE FACTOR 256 • OUTPUT SUMMARY STORM RAINFALL 4. 30 INCHES STORM DURATION 6. 00 HOURS TOTAL RUNOFF 1 .57 INCHES F'EAK RUNOFF RATE 26. 86 CFS TIME OF PEAK 3.40 HOURS UNIT GRAPH VOLUME 1 . 00 INCHES REFERENCE FILES INPUT DATA D:87075PC. DAT OUTPUT TO DISK 87075PC RAINFALL DISTRIBUTION RAIN2.RAI UNIT HYDROGRAPH UNIT1 .UHG (C) Copyright - R. D. Ghioto - 1984 WALDEN POND 287075 100 YEAR 2 HOUR PROPOSED OUTFALL TO HOLIDAY HILLS : 16-87 BASIN 21 BASIN INPUT DATA BASIN AREA 14. 41 ACRES SCS CURVE NUMBER 79. 75 INITIAL ABSTRACTION 0. 51 INCHES TIME OF CONCENTRATION 20. 00 MINUTES SCS SHAPE FACTOR 256 OUTPUT SUMMARY STORM RAINFALL 4.30 INCHES STORM DURATION 6. 00 HOURS TOTAL RUNOFF 2. 26 INCHES PEAK RUNOFF RATE 30.44 CFS TIME OF PEAK: 3. 20 HOURS UNIT GRAPH VOLUME 1 .00 INCHES REFERENCE FILES INPUT DATA D: 87075PC. DAT OUTPUT TO DISK 87075PC RAINFALL DISTRIBUTION RAIN2.RAI UNIT HYDROGRAPH UNIT1 . UHG R (C) Copyright - R. D. Ghioto - 1984 WALDEN POND 287075 100 YEAR 2 HOUR PROPOSED OUTFALL TO HOLIDAY HILLS 16-87 BASIN 99 • BASIN INPUT DATA BASIN AREA 10. 00 ACRES SCS CURVE NUMBER 0.00 INITIAL ABSTRACTION 0. 51 INCHES TIME OF CONCENTRATION 600.00 MINUTES SCS SHAPE FACTOR 256 OUTPUT SUMMARY /I STORM RAINFALL 4. .-;0 INCHES STORM DURATION 6. 00 HOURS TOTAL RUNOFF 2. 26 INCHES PEAK: RUNOFF RATE 0. 44 CFS // TIME OF PEAK. =. 20 HOURS UNIT GRAPH VOLUME 1 .00 INCHES /I I REFERENCE FILES /I INPUT DATA D:87075PC. DAT OUTPUT TO DISK. 87075PC 11 RAINFALL DISTRIBUTION RAIN2.RAI UNIT HYDROGRAPH UNIT1 .UHG /1 /I I BASIN / NODE RELATIONSHIPS ., INDEX NODE SUB—BASINS 1 1 1 11 0 0 C) C) a 2 2 2 12 0 0 0 C) _ 3 13 0 ij 0 0 4 4 4 c_) 0 0 C) 0 — 5 J J 0 0 0 0 0 E, 99 99 0 C) t) 0 i 0 0 I I I I I I I I I ^ 6 187 1 2 _ 3 4 5 99 0 00 0 00 0 00 0. 00 0. 00 � 0 00 0. 00 ^ ^ ^ 0. 00 ^ 0 00 0 00 0 00 0 00 0 00 . . O 05 ^ ^ 0. 00 ^ `^ `- 0 00 0 00 0 00 0 00 . O 10 0 00 . . ~. .. ~ ` `- 0 00 0 00 `^ ^- 0 00 0 00 . 0 15 0 00 0.00 . . .. .. ~ ^ ^ 0.00 00 O 0. 00 0 00 0 00 0. 00 20 0 . . . ^ ^ 0 00 0 00 0 00 0. 00 O 25 0 00 0. 00 . . , ^ 0 00 0 00 `^ �� 0 00 0 00 . O 30 0 00 0 00 . . .. .. ^ ^ O 00 0 00 "^~` ' 0 00 0 00 . . 0.75 0 00 0. 00 . . .. .. 0. 00 ^ ^ 0 00 0 00 0 00 0.40 0 00 0^ 00 ^ ^ ^ 0 00 ^ ^ 0 0O 0 00 0 00 . 0.45 0 00 0. 00 . . . • 0. 00 ^ ^ 0 00 0 00 0 00 0 50 0 00 0^00 ^ ^ ^ 0 00 ~^ ^ ^ 0 00 0 00 O.0O . 0.55 0 00 0, 00 , , � 00 ^ ^ O 00 0 00 0.00 n. 0.60 0 00 0^ 00 ^ ~ 0 00 ^ ^ 0 00 0 00 0 00 . 0 65 0 00 0. 00 . . . 0.00 ~= ^ ^ 0 00 0 00 0. 00 0.70 0 0O 0^ 00 ^ ^ 0 00 ^ ^ 0 00 0 00 0. 00 . 0.75 0 00 0^00 ^ ^ 0 00 ^ ^ 0 00 0 00 0. 00 . 0.80 0 00 0.00 , , � 00 ^ ^ 0 00 0 00 0.00 o. -- 0. 85 0 00 0.00 ^ ^ 0 00 ^ ^ 0 00 0 00 0. 00 . 0.90 0 0O 0^ 0O ^ ^ 0 00 ^ ^ 0 00 0 00 0.00 . 0.95 0 00 0^00 ^ ^ 0 00 ^ ^ 0 00 0 00 0. 00 . 1 00 0 00 0^ 00 ^ ~ 0 0C ~� ^ ^ 0 00 0 00 0. 00 . 1 . 05 0 00 0^ 00 ^ ^ 0 0C ^ ^ 0 00 0 00 0. 00 . 1 . 10 0 00 0^00 ^ ^ 0 0C ^ ^ 0 00 0 00 0.00 . 1 . 15 0 00 0^00 ^ ^ 0 0{ ^ ^ 0 00 0 00 0. 00 . - 1 .20 0 00 0^00 ^ ^ 0 0{ ^ ^ 0 00 0 00 0.00 . 1 . 25 0 00 0^ 00 ^ ~ 0 0{ ^ ^ 0 00 0 00 0. 00 . 1 .30 0 00 0^00 ^ ^ 0 0[ ^ ^ 0 00 0 00 0.01 . 1 35 0 00 0^ 00 ^ ^ 0 0( - ^ ^ 0 00 0 �0 0. 02 . 1 .40 0 00 0~ 00 ^ ^ 0 0( ^ ^ 0 01 0 01 0. 03 . 1. 45 0 00 0^00 ^ ^ 0 0( ^ ^ 0 03 0 02 0. 05 . 1 50 0.00 0~00 ^ ^ 0 07 0 0( ~^ ^ 0 01 0 07 0.04 . . 1 55 0^00 ^ ^ 0 10 0 0( ^ 0 02 0 11 0. 07 . . 1 60 0^00 ^ ^ 0 13 0 0( ^ 0 05 0 16 0. 10 . . 1 65 0^01 ^ ^ ^ 0 16 0 0/ ^ 0 08 0 21 0. 15 . . - 1 70 0.01 ^ ^ 0 1q 0 C^ ~ 0 11 0 27 O. 19 . . 1 75 0.02 ^ ^ 0 22 0 0� ^ 0 15 0 34 0. 24 . . 1 80 0^ 03 ^ ^ 0 25 0 0� ^ 0 19 0 40 0. 28 . . 1 85 0.04 ^ ^ 0 27 0 0/ ,� ~ 0 23 0 47 0. 33 . . 1 90 0.05 ^ ^ 0 31 0 0' ^ 0 28 0 �4 0. 39 . . 1 95 0^06 ^ ^ 0 34 0 0' ^ 0 33 0 62 0. 44 . . 2 00 0.08 ^ ^ 0 3q 0 0 ^ 0 39 0 71 0.51 . . ~. 2. 05 0^ 20 ^ ^ 0 45 0 0 ^ O 46 0 82 0. 60 . . 2 10 0^ 34 ^ ^ 0 51 0 0 ^ (� 54 0 9� 0.70 . . 2 15 0^34 ^ ^ 0 57 0 0 ^ 0 64 1 09 0.81 . . 2 20 0 39 ^ ^ 0 64 0 0 ^ ^ 0 92 ^ -~ � �- 0 73 1 24 . "."_ '1.25 O 43 ^ ^ ' - 0 72 0 0 ^ 1 04 . � 0 85 1 40 . ". ' � 2 30 0 47 ^ ^ - 0 7q (-).0 ^ 1 17 ~-^~- 1 58 ". ' ' 2 35 0 52 0.97 ^ ^ ^ ^ ' 0 88 0 0 ^ ^ 1 76 1 3i . . -^ 2.40 0 5B 1 ^ 12 ^ ~ � �6 0 0 ^ ^ 1 96 1 46 o.� . 2 45 0 60 1 ^26 ^ ^ 1 0� 0 C ^ ^ 2 17 1 62 . o . � 1 43 ^ - 2 50 0 6U ^ �^ ^ ^ - -- 1 17 0 C ^ - 1 80 . �^~` 2 41 ^ , ^ ' ~. 2.55 0 61 1^ 62 ^ ^^~~ 1 33 0 { ^ ^ 2 71 2 04 . . 2 60 0 66 1 . 86 ^ ^ 1 �5 0 [ ^ ^ 3 12 2 37 -.o . � 2 17 , 2. 65 0.80 . ". ^� _ - 2. 75 1 . _,27 T 17 4. 42 7. 38 . .::._ V.VV 2.80 . 86 5. 34 2. 65 0. 00 1 . 52 ? 4. �>`� 2 .85 2. 18 5. 12 6.95 5. 26 7. 61 0.00 2.90 4. 07 8.54 11 . 09 8.67 6. 51 0. 00 2. 95 9.25 18.01 22. 70 17. 8.3 14.05 0.00 3.00 15.71 31 .97 40. 21 31 . 95 27. 06 0. 00 7.05 18.56 41 . 17 55. 47 40. 00 '15. 01 0. 00 . 10 17. 76 41 . 65 61 . 82 38. 24 21 . 20 0. 00 . 15 16.28 37. 76 62. 49 33. 45 17. 64 0.00 .20 14. 94 33. 25 61 . 82 29. 15 15. 02 0.00 25 13. 85 29. 42 60. 57 25.74 12.82 0.00 _ 0 17. 07 26. 75 58. 49 ^2. 71 11 . 10 0. 00 - 7. 75 12. 45 27.67 55.84 20.06 9.84 0. 00 16. 15 7. 78 0.00 3. 40 11 . 88 21 . 16 52.91 17. 80 8. 78 i), 0i_) 7. 45 11 . 16 18.95 49. 8•:.; 3.50 10. 60 17. 12 46. 96 14. 88 6. 80 0. 00 7.55 10. 06 15. 69 44. 47 13. 64 5.83 0. 0i,- 7.60 9. 61 14. 42 42. 00 12. 40 4. 95 0. 00 3. 65 9. 14 13. 16 39.51 11 . 19 4. 20 0. 00 7.70 8. 93 12. 11 37. 16 10. 00 3. 57 0.00 0.00 �'. 75 8.7.3 11. 1.4 75. 06 8.89 2. 88 i). i))i . 12 7. 89 2. 66 - gi_) 8.58 10. 27 -3 3.85 8.40 9. 74 71 . 16 7. 03 2.46 0. 00 7. 90 8.24 8.45 29. 24 6. 26 2.29 0.00 3.95 8. 10 7. 64 27. 45 5 2. 16 0.00 . 48 0. 00 4.00 7. 92 6.99 25. 88 4.63 2.06 3 6.46 24. 53 4.75 2.00 0.00 4.05 7.83 4. 10 7. 71 5. 94 23. 24 4. 15 1. 94 0.00 - 4. 15 7.61 5. 40 21 .95 3.96 1.87 0.00 4.20 7. 48 4. 80 20. 58 3.78 1 . 81 0.00 4.25 3 4.55 19.70 7. 67 1 .74 0.00 4.70 7.27 4. 74 18. 92 3.49 1 . 69 0. 00 17. 70 4. 17 18. 24 7. 17 1 . 64 0. 0C 4. 4c:) 7. 20 4.074. 40 7. � 3.28 1 . 61 0. 0C - 4. 45 7. 16 7.89 17. 23 7. 18 1 .57 0. 00 -- 4.50 7. 12 7.75 16. 78 3.07 1 . 51 0. 0C 16.74 2. 4.55 7. 07 3. 6196 1 . 45 0. 0C 1 .79 �)• �)t- �. 4.60 7. �:)2 7. 47 15.91 2.76 1 • 7J �-)•�-)�- - 4. 65 6.97 3•�5 15.51 4.70 6.94 7.25 15. 12 2. 69 1 .32 0. 0( 4.75 6.9.E 7. 18 14. 75 2.62 1.70 0. 0c � 4.80 6.88 3. 12 14. 42 2. 58 1 . 28 0. 0( --a4. 85 6.86 7. 07 14. 10 2.54 1 . 27 0.0C ^ � 0. 0C 4.90 6.82 3. 02 17. 80 2. 51 1 .25 4.95 6.78 2.98 - 13.49 2.46 1 . 27 0.0(: , -•- 5.00 6.72 2.88 13. 15 2.39 1 . 17 0. 0( 2. 76 12.78 2. 28 1 . 11 0. 0( 5.05 6.67 i5 12. 39 2. 18 1 . 06 0. 0( 5. 1�:> 6.b0 • . 6J c)T i�.i�c 5. 15 6.54 2.56 12. 00 - . 10 1 .03 5.20 6.49 2. 48 11 . 64 2. 04 1 . 10 0. 0( 2.47 11 .29 2.00 0.99 0.0 5.25 6.45 1�) 5 1 . 97 i>.98 i_).i_)i 5.30 6. 42 �^'•- 0. 0� -- 5. 35 6.18 2.35 10.62 1.94 0.97 _ ' c), cr 5.40 6.34 2. 31 10. 30 1 .91 0.96 ^ 28 10. 00 1 .89 0.95 0.0'. 5. 45 6.70 �. t 9.70 1 .87 0. 94 c_). i� "". ^5 5.50 6.25 5.55 6. 9. 45 - 1.86 0.93 • 0 5.60 2 ^2 9. 21 1 .84 0. 93 0. 0 5.65 2.20 9.02 1 .83 0.93 0. 0 b. 18 T 0. 93 0. ):) _` 5.70 6. 16 2.21 8. 84 1 .83 5.75 6. 14 2. 20 8. 68 1 .83 0.94 0.0C).97 0. 0 5.80 6. 11 2. 191 . 82 219 8. 35 1 .82 0.93 0. 0 5.85 6.09 2' 8. 19 1 .81 0.93 0.0 5.90 6. 07 . 1b 1 .75 0.87 0.05.95 5.98 2.09 7.97 6. 05 5. 69 1 . 60 7. 08 1 . 29 0. 55 0.00 6. 10 5. 55 1 . 72 6. 48 1 . 04 0. 42 0. 00 6. 15 5. 43 1 .08 5. 82 0. 85 0. 72 0. 00 6. 20 J. 32 0. 91 5. 32 0. 70 0. 25 0. 00 6.25 5. 21 0. 76 4. 85 0.57 0.20 0. 00 6.30 5. 14 0. 63 4. 4: 0. 47 0. 15 0. 00 6.35 5.08 0. 53 4. 04 0. 79 0. 12 0.00 6.40 4. 99 0. 45 3. 69 0. 72 0. 09 0.00 6. 45 4.92 0. 77 7. 77 0.27 0.06 0.00 6.50 4.86 22 0. 04 0. 00 6.55 4.80 0. 26 2. 82 0. 17 0. 02 0. 00 6.60 4.74 0. 22 2. 58 0. 13 0. 01 0. 00 6. 65 4. 69 0. 18 2. 77 0. 10 0. 00 0.00 6.70 4. 64 0. 14 2. 18 0.07 0. 00 0. 00 6. 75 4. 59 0. 11 1 . 99 0. 05 0. 00 0. 00 6. 80 0.03 0. 08 1 . 84 0. 03 0.00 0. 00 6. 85 4. 49 0. 06 1 . 69 0. 02 0. 00 0.00 6.90 4. 44 0. 04 1 . 55 0. 01 0. 00 0.00 6.95 4. 38 0. 03 1 . 43 0. 00 0. 00 0. 00 7.00 4. 34 0. 02 1 . 73 0.00 0. 00 0. 00 7. 05 4. 29 0. 01 1 . 22 0.00 0. 00 0. 00 - 7. 10 4. 24 0. 00 1 . 14 0. 00 t: .00 0.00 7. 15 4. 20 0. 00 1 . 05 0. 00 0. 00 0.00 7. 20 4. 16 0. 00 0. 98 0. 00 0. 00 0. 00 7. 25 4. 11 0.00 0.91 0. 00 0.00 0.00 - 7.70 4. 06 0. 00 0. 85 0. 00 0. 00 0. 00 7.35 4. 01 0. 00 0. 80 0.00 0.00 0.00 7.40 3. 96 0. 00 0. 75 0. 00 0. 00 0.00 - 7.45 3. 92 0.00 0. 70 0.00 0.00 0.00 7.50 7. 87 0.00 0. 65 0. 00 0.00 0. 00 7. 55 7.82 0.00 0. 60 0.00 0.00 0.00 7.60 3. 77 0.00 0. 56 0. 00 0.00 0. 00 7. 65 3.72 0.00 0. 52 0. 00 0. 00 0.00 7.70 3.68 0. 00 0. 48 0. 00 0. 00 0. 00 7. 75 3.67 0.00 0. 44 0. 00 0. 00 u.00 7.80 3.58 0.00 0. 40 0. 00 0. 00 0.00 7.85 3. 53 0. 00 0. 37 0. 00 0.00 0. 00 7.90 3.49 0. 00 0. 34 0. 00 0. 00 0. 00 - 7.95 3. 44 0.00 0. 31 0.00 0. 00 0. 00 8.00 3.39 0. 00 0. 28 0. 00 0. 00 0. 00 8.05 7. 34 0.00 0. 25 0.00 0. 00 0 0.00 8. 10 3. 30 0.00 0. 23 0. 00 0. 00 0.00 - 8. 15 7. 25 0. 00 0. 20 0. 00 0. 00 0. 00 8.20 3.21 0. 00 0. 18 0.00 0. 00 0. 00 8. 25 3. 16 0.00.. 0. 16 0.00 0.00 0.00 -- 8.30 3. 12 0. 00 0. 14 0.00 0. 00 0. 00 8. 35 3.08 0.00 0. 13 0. 00 0. 00 0. 00 8.40 3.03 0.00 0. 11 0. 00 0. 00 0. 00 8. 45 2.99 0.00 0. 10 0.00 0. 00 0. 00 8.517 2.95 0. 00 0.08 0. 00 0.00 0. 00 8.55 2.90 0.00 0. 07 0.00 0. 00 0.00 8.60 2.86 0.00 0. 06 0. 00 0. 00 0. 00 8.65 2.81 0. 00 0. 05 0.00 0. 00 0.00 8.70 2.76 76 0. 00 0. 04 0.00 C).0C) 0.00 8.75 2.71 0. 00 0. 03 0. 00 0.00 0.00 8.80 2. 66 0.00 0.03 0.00 0. 00 0. 0t_, 8.85 2.61 0.00 0.02 0. 00 0.00 0.Oc. 8.90 2.55 0.00 0. 02 0. 00 0. 00 0. 0C 8.95 2.50 0.00 0.01 0.00 0.00 0.0C 0. 00 0.01 0. 00 0. 00 0.0c. _` 9.00 2. 44 0. 00 0.01: 0.00 C). 00 0. 00 9.05 2• •'8 0. 0c 9. 10 2.34 0,00 0. 01) 0.00 0. 00 9. 15 2.29 0.00 0. 00 0.00 0.00 0.0( 0.00 0.00 0. 00 0. 00 0.0C 9.20 �. �? 9. 25 2. 17 0.00 0. 00 0. 00 0.00 0.0c *** INTER-CONNECTED POND ROUTING PROGRAM *** <: ICPR2X4> (C) Copyright 1983, Peter J. Singhofen . P. E. WALDEN PLACE 278-075 100 YEAR 5 HOUR OUTFALL TO HOLIDAY HILLS 11-14-87 ******************** *** CONTROL DATA *** ******************** Simulation time increment (mins) - - Simulation duration (hrs) 8 Starting time (hrs) --> 1 Print interval --> 2 ************************************ *** NODE AND INITIALIZATION DATA *** ************************************ NODE NODE INITIAL • # TYPE STAGE 1 1 792. 50() 2 1 790.000 1 787. 000 4 1 783. 300 5 1 783. 700 99 2 782. 000 *** INTER-CONNECTED POND ROUTING PROGRAM *** <:: ICPR2X4 (C) Copyright 1983, Peter J. Singhofen , P.E. WALDEN PLACE 278-075 100 YEAR 6 HOUR OUTFALL TO HOLIDAY HILLS 11-14-87 *** STAGE/STORAGE/TIME DATA *** ******************************* NODE # 1 STAGE 792. 500 79.3. 500 794.500 795.500 796. 500 STORAGE 0. 000 0. 217 0. 458 0. 725 1 . 019 STAGE 797. 500 0. 000 0. 000 0. 000 0. 000 STORAGE 1 . 341 0. 000 0.000 0. 000 0. 000 ` STAGE 0. 000 0. 000 0.000 0. 000 0.000 STORAGE 0. 000 0. 000 0. 000 0.000 0. 000 NODE # 2 STAGE 790. 000 791 . 000 792.000 793.000 794. 000 1 STORAGE 0. 000 0.549 1 . 136 1 .763 2. 410 STAGE 795. 000 0. 000 0. 000 0. 000 0. 000 STORAGE 3. 078 0.000 0.000 0.000 0. 000 STAGE 0. 000 0. 000 0.000 0.000 0. 100 STORAGE 0. 000 0.000 0. 000 0.000 0. 000 NODE # 3 STAGE 787. 000 788.000 789. 000 790.000 791 .000 STORAGE 0.000 0.894 1 . 837 2.830 3.874 STAGE 792.000 0.000 0.000 0.000 0. 000 STORAGE 4.974 0. 000 0. 000 0.000 0. 000 STAGE 0. 000 0. 000 0.000 0.000 0.000 STORAGE 0. 000 0. 000 0.000 0. 000 0.000 .., NODE # 4 STAGE 783.300 784.300 785. 300 786.300 787.300 STORAGE 0. 000 0.324 0.678 1 .063 1 . 480 STAGE 788.300 0. 000 0. 000 0.000 0. 000 STORAGE 1 . 931 0.000 0. 000 0. 000 0. 000 STAGE 0. 000 0. 000 0. 000 0. 000 0.000 NODE # 5 STAGE 783.700 784. 700 785. 700 786. 700 787. 700 STORAGE 0.000 0.376 0. 783 1 . 224 1 .699 _ STAGE 788.700 0. 000 0. 000 0.000 0. 000 STORAGE 2.210 0. 000 0.000 0.000 0. 000 STAGE 0. 000 0.000 0.000 0.000 0. 000 STORAGE 0.000 0.000 0.000 0. 000 0. 000 NODE # 99 STAGE 782. 000 782.000 785. 700 786, 740 787. 704 TIME 0. 000 10. 000 0. 783 1 . 224 1 . 699 STAGE 788. 700 0.000 0.000 0. 000 0.444 TIME 2. 210 0.000 0.000 0. 000 0. 000 STAGE 4. 000 0. 000 0.000 0. 000 0. 000 TIME 0. 000 0. 000 0. 000 0.000 c: . 000 *** INTER-CONNECTED POND ROUTING PROGRAM *** < ICPR2X4> (C) Copyright 1983, Peter J. Singhofen , P. E. WALDEN PLACE 278-075 100 YEAR 6 HOUR OUTFALL TO HOLIDAY HILLS 11-14-87 ****************** *** REACH DATA *** ****************** NOTE: Type 1 for sharp crested weir/gate and orifice Type 2 for broad crested weir/gate and orifice * Type 3 for culvert * Type 4 for trapezoidal channel * Type 5 for parabolic channel ^ Type 6 for rating curve * (Negative type indicates riser) REACH FROM TO REACH # NODE NODE TYPE 1 1 2 3 2 2 4 3 _ 3 3 4 3 4 4 99 -3 5 5 4 3 - REACH # 1 from node # 1 -- to node # 2 -> Circular Culvert <- ~ Span (inches) --> 15 Rise (inches) --> 15 Length (feet) --> 204 --> Manning 's013 .s n Headwater invert (feet) --> 792.5 Tailwater invert (feet) --> 790 - Energy loss coefficient --> 1 Entrnc loss coefficient --> . 5 # of culverts/channels --> 1 REACH # 2 from node * 2 -- to node # 4 -> Circular Culvert <- S Span (inches) --> 12 Rise (inches) -- > 12 -- Length (feet) --> 55 --> Manning ' .013 s n Headwater invert (feet) --> 790 Tailwater invert (feet) --> 783.3 — Energy loss coefficient --> 1 Entrnc loss coefficient --> .5 # of culverts/channels --> 1 REACH # 3 from node # 3 -- to node # 4 ' --. --- - - Span (inches) --> 36 Rise (inches) --> 36 Length (feet) --> 365 ^ Manning 's n --> . 013 Headwater invert (feet) --> 787 Tailwater invert (feet) --> 783.3 Energy loss coefficient --> 1 Entrnc loss coefficient --> . 5 # of culverts/channels --> 1 REACH # 4 from node # 4 -- to node # 99 - Circular Culvert w/ Riser <- - Span (inches) --> 30 Rise (inches) --> 30 Length (feet) --> 347 • Manning 's n --> . 013 Headwater invert (feet) --> 782. 7 Tailwater invert (feet) --> 782 • Energy loss coefficient --> 1 Entrnc loss coefficient --> .5 # of culverts/channels --> 1 Riser Data Crest elevation (feet) --> 783.3 Crest length (feet) --> 8 Discharge coefficient --> 3.2 Weir exponent --> 1.5 # of end contractions --> 0 REACH # 5 from node # 5 -- to node # 4 -> Circular Culvert <- - Span (inches) --> 15 Rise (inches) --> 15 Length (feet) --> 340 Manning 's n --> . 013 Headwater invert (feet) --> 783.7 Tailwater invert (feet) --> 783.3 Energy loss coefficient --> 1 • Entrnc loss coefficient --> . 5 # of culverts/channels --> 1 ' � *** INTER-CONNECTED FOND ROUTING PROGRAM *** ICPR2X4 (C) Copyright 1983, Peter J. Singhofen, F. E. WALDEN PLACE 278-075 100 YEAR 6 HOUR OUTFALL TO HOLIDAY HILLS 11-14-87 NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs) # (hrs) (feet) (acft) (cfs) # 1 TOTAL 1 1 . 00 792.50 0. 00 0.00 0. 00 0.00 2 1 . 00 790. 00 0. 00 0. 00 0. 00 0. 00 17 1 . 00 787. 00 0. 00 0. 00 0.00 0.00 4 1 . 00 783.30 0. 00 0. 00 0.00 0. 00 5 1 . 00 783. 70 0. 00 0. 00 0. 00 0. 00 99 1. . 00 782.00 0. 00 0. 00 0. 00 1 1 . 10 792.50 0. 00 0. 00 0.00 0. 00 2 1 . 10 790. 00 0. 00 0. 00 0.00 0. 00 3 1 . 10 787. 00 0. 00 0. 00 0.00 0. 00 4 1 . 10 783.30 0. 00 0. 00 0.00 0.00 5 1 . 10 783. 70 0.00 0. 00 0. 00 0. 00 99 1 . 10 782. 00 0. 00 0. 00 0. 00 1 1 . 20 792. 50 0. 00 0.00 0.00 0. 00 2 1 . 20 790.00 0. 00 0. 00 0. 00 0. 00 1 . 20 787.00 0. 00 0. 00 0. 00 0. 00 4 1 . 20 783. 30 0. 00 0. 00 0.00 0. 00 5 1 . 20 783. 70 0. 00 0. 00 0.00 0. 00 99 1 . 20 782.00 0. 00 0.00 0. 00 1 1 . 30 792. 50 0.00 0. 00 0. 00 0. 00 2 1 . 70 790. 00 0. 00 0. 00 0. 00 0. 00 3 1 . 30 787. 00 0. 00 0. 00 0.00 0.00 4 1 . 30 787. 20 0. 00 0. 00 0. 00 0. 00 5 1 . 30 783. 70 0. 00 0. 00 0. 00 0.00 . 99 1 . 30 782. 00 0. 00 0.00 0. 00 1 1 . 40 792.50 0. 00 0. 00 0. 00 0. 00 2 1 . 40 790. 00 0.00 0.00 0.00 0. 00 1 . 40 787. 00 0. 00 0. 00 0.00 0.00 4 1 . 40 783. .31 0. 00 0.00 0.02 0.02 5 1 . 40 783. 70 -0. 00 0. 02 0. 00 0. 00 99 1 . 40 782.00 0. 00 0. 102 0. 00 1 1 .50 792.50 0. 00 0. 00 0.00 0. 00 .. 2 1 . 50 790.00 0. 00 0. 00 0.00 0.00 1 .50 787.00 0. 00 0. 03 3.82 3.82 4 1 . 50 783. 31 0. 00 3. 84 0. 02 0. 02 5 1 . 50 787.70 -0. 00 0.05 0.00 0.00 99 1 . 50 782. 00 0. 00 0.02 0.00 . *** INTER-CONNECTED POND ROUTING PROGRAM *** < ICPR2X4> . (C) Copyright 1983, Peter J. Singhofen , P.E. WALDEN PLACE 278-075 100 YEAR 6 HOUR OUTFALL TO HOLIDAY HILLS _ 11-14-87 NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs) # (hrs) (feet) (acft) (cfs) # 1 TOTAL . ---- 1 1 . 60 792. 50 0. 00 0. 00 0. 00 0.00 2 1 . 60 790. 00 -0. 02 0. 02 0. 00 0.00 . 3 1 . 60 787. 00 -0.02 0. 11 0. 00 0.00 4 1 . 60 783. 40 0. 03 0. 07 0. 83 0. 83 5 1 . 60 783. 70 -0.00 0. 10 0. 00 0. 00 99 1 . 60 782. 00 0. 00 0. 83 0. 00 . 1 1 . 70 792. 50 -0. 01 0. 01 0. 00 0. 00 2 1 . 70 790. 00 -0. 00 0. 08 0. 00 0. 00 3 1 . 70 787. 00 -0. 01 0. 21 0. 00 0.00 4 1 . 70 783. 38 0. 03 0. 15 0. 63 0.63 5 1 . 70 783. 70 -0. 00 0. 16 0. 00 0. 00 99 1 . 70 782. 00 0. 01 0. 63 0. 00 1 1 . 80 792.50 -0. 01 0. 03 0.00 0.00 2 1 . 80 790. 00 -0. 00 0. 15 0. 00 0.00 3 1 . 80 787.00 -0.01 0. 34 0. 00 0.00 4 1 . 80 783. 38 0. 03 0. 24 0.58 0.58 5 1 . 80 783. 70 -0. 00 0. 22 0. 00 0.00 99 1 . 80 782. 00 0. 01 0.58 0. 00 1 1 . 90 792.50 -0. 01 0.05 0. 00 0.00 2 1 . 90 790.00 -0. 00 0. 23 0. 00 0. 00 3 1 . 90 787.00 -0.01 0.47 0. 00 0.00 4 1 . 90 783.38 0. 03 0. 33 0. 57 0.57 5 1 . 90 783. 70 -0. 00 0. 27 0. 00 0.00 99 1 . 90 782. 00 0. 02 0.57 0.00 1 2. 00 792.50 -0. 01 0. 08 0. 00 0. 00 2 2. 00 790. 00 -0.01 0. 33 0. 00 0. 00 3 2.00 787.00 -0. 00 0.62 0. 00 0.00 4 2. 00 783.43 0. 04 0. 44 1 . 21 1 . 21 5 2.00 783.70 -0. 00 0. 34 0. 00 0.00 99 2. 00 782.00 0. 02 1 . 21 0.00 1 2. 10 792.50 -0. 01 0. 34 0. 00 0. 00 2 2. 10 790.00 -0. 01 0. 46 0. 00 0.00 3 2. 10 787.00 0.00 0.82 3. 80 3.80 4 2. 10 783.42 0. 04 4.57 1 . 06 1 .06 5 2. 10 783. 70 0. 00 0. 45 0. 17 0. 17 99 2. 10 782.00 0. 03 1 .06 0.00 . *** INTER-CONNECTED POND ROUTING PROGRAM *** < ICPR2X4> . (C) Copyright 1983, Peter J. Singhofen , P. E. WALDEN PLACE 278-075 100 YEAR 6 HOUR OUTFALL TO HOLIDAY HILLS _ 11-14-87 NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs) # (hrs) (feet) (acft) (cfs) # 1 TOTAL ~ ---- 1 2. 20 792. 50 -0.01 0. 39 0. 00 0.00 2 2. 20 790. 00 -0. 01 0. 64 0. 00 0. 00 _ 3 2. 20 787. 00 -0. 01 1 .09 0. 00 0. 00 4 2. 20 783. 45 0. 05 0. 86 1 . 55 1 . 55 5 2. 20 783. 71 0. 00 0. 57 0. 05 0.05 99 2. 20 782. 00 0. 04 1 . 55 0. 00 . 1 2. 30 792. 50 -0. 00 0. 47 0. 00 0. 00 2 2. 30 790. 00 -0. 00 0. 85 0. 00 0. 00 ' 3 2. 30 787. 01 0.00 1 . 40 3.80 3. 80 ^ 4 2. 30 783. 44 0. 05 4.86 1 . 36 1 . 36 5 2. 30 783. 73 0.01 0. 72 0.03 0.03 99 2. 30 782.00 0. 06 1 . 36 0.00 ^ 1 2. 40 792. 50 0. 00 0. 58 3. 09 3. 09 2 2. 40 790. 00 -0. 01 4. 21 0.00 0. 00 3 2. 40 787. 00 0. 00 1. 76 3.77 3. 77 4 2. 40 783.53 0. 07 5. 10 2.21 2. 21 5 2. 40 783. 74 0. 02 0. 88 0.02 0. 02 99 2. 40 782. 00 0. 07 2. 21 0. 00 1 2. 50 792. 50 -0.01 0. 60 0.00 0. 00 2 2. 50 790. 00 -0. 00 1 . 43 0. 00 0.00 3 2. 50 787. 00 0. 00 2. 17 3. 75 3. 75 4 2. 50 783. 60 0. 10 5. 39 2.80 2. 80 5 2. 50 783. 76 0. 02 1 .05 0.01 0.01 99 2. 50 782. 00 0. 09 2. 80 0. 00 1 2. 60 792.50 -0.00 0.66 0. 00 0. 00 2 2. 60 790. 00 -0. 00 1 . 86 0.00 0. 00 3 2. 60 787.01 0.01 2. 71 3. 74 3. 74 4 2.60 783.67 0. 12 5. 80 3. 34 3. 34 5 2.60 783.79 0. 03 1 . 33 0.02 0.02 99 2. 60 782.00 0. 11 3.34 0. 00 1 2. 70 792.50 -0. 01 0. 99 0. 00 0. 00 2 2. 70 790.02 0. 01 2. 62 3.08 3. 08 3 2.70 787.01 0. 01 3. 69 2.29 2.29 4 2. 70 783.78 0. 15 8.22 4. 19 4. 19 5 2. 70 783.82 0. 05 1 . 85 0.04 0. 04 ^ 99 2. 70 782.00 0. 14 4. 19 0.00 . . ` ~ *** INTER-CONNECTED POND ROUTING PROGRAM *** < ICPR2X4> ^ (C) Copyright 1983, Peter J. Singhofen , P. E. WALDEN PLACE 278-075 100 YEAR 6 HOUR OUTFALL TO HOLIDAY HILLS _ 11-14-87 NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs) # (hrs) (feet) (acft) (cfs) # 1 TOTAL . ---- 1 2. 80 792. 51 0. 00 1 . 52 3. 09 3.09 2 2. 80 790. 03 0. 02 6. 95 2. 16 2. 16 . 3 2. 80 787. 03 0. 03 5. 34 1 . 54 1 .54 4 2. 80 783. 88 0. 19 7. 73 5.02 5.02 5 2. 80 783.87 0. 06 2. 65 -0. 03 -0.03 99 2. 80 782. 00 0. 18 5. 02 0. 00 . 1. 2. 90 792. 55 0.01 4. 07 3. 10 3. 10 2 2. 90 790. 11 0. 06 11 . 64 1 . 64 1 .64 3 2. 90 787. 09 0.08 11 . 09 1 . 13 1 . 13 ^ 4 2. 90 783. 98 0. 22 11 . 38 5. 91 5. 91 5 2. 90 783.96 0. 10 6.51 -0. 07 -0.07 99 2. 90 782.00 0. 22 5. 91 0. 00 1 3. 00 792. 81 0.07 15. 71 1 . 72 1 . 72 2 3. 00 790. 41 0. 23 33. 69 1 . 39 1 .39 3 3. 00 787. 30 0. 27 40. 21 0. 95 0.95 4 3. 00 784.36 0. 35 34. 05 9. 59 9. 59 5 3.00 784.28 0. 22 23. 06 -0. 24 -0.24 99 3. 00 782. 00 0. 27 9. 59 0. 00 1 3. 10 793. 42 0. 20 17. 76 2. 22 2. 22 2 3 . 10 791 .00 0. 55 43. 87 1 .99 1 . 99 3 3. 10 787. 78 0. 70 61.82 2. 84 2. 84 4 3. 10 785. 02 0. 58 42. 25 16. 83 16. 83 5 3. 10 784. 80 0. 42 21 . 20 -0. 82 -0. 82 99 3. 10 782. 00 0. 37 16. 83 0. 00 1 3. 20 793. 89 0. 31 14. 94 3. 75 3.75 2 3. 20 791 .54 0. 86 37. 00 3. 56 3. 56 3 3. 20 788.30 1 . 18 61 . 82 6. 64 6. 64 4 3. 20 785. 48 0. 75 37. 95 21 .66 21 . 66 5 3.20 785. 18 0. 57 15. 02 -1 .40 -1 . 40 99 3. 20 782.00 0. 52 21 . 66 0. 00 1 3.30 794.23 0. 39 13. 07 4. 73 4. 73 2 3. 30 791.95 1 . 11 31 . 08 4. 80 4. 80 3 3. 30 788.76 1 . 61 58. 49 11 . 29 11 .29 4 3. 30 785.77 0. 86 37. 17 24. 10 24. 10 5 3.30 785.47 0.69 11 . 10 -1 . 63 -1 .63 99 3. 30 782.00 0. 70 24. 10 0. 00 . *** INTER-CONNECTED POND ROUTING PROGRAM *** < ICPR2X4> ^ (C) Copyright 1983, Peter J. Singhofen , P.E. WALDEN PLACE 278-075 100 YEAR 6 HOUR OUTFALL TO HOLIDAY HILLS _ 11-14-87 NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs) # (hrs) (feet) (acft) (cfs) # 1 TOTAL ' ____ 1 3. 40 794. 49 0. 46 11 . 88 5.60 5. 60 2 3. 40 792. 27 1 . 30 26. 76 5. 64 5. 64 ' 3 3. 40 789. 14 1 . 97 52.91 15.68 15.68 4 3. 40 786. 02 0. 96 37. 39 25. 48 25. 48 5 3. 40 785. 71 0. 79 8. 78 -1 . 73 -1 . 73 99 3. 40 782. 00 0. 91 25. 48 0. 00 . 1 3. 50 794. 66 0. 50 10. 60 6. 31 6.31 2 3. 50 792. 52 1 . 46 23. 43 6.24 6. 24 3 3. 50 789. 41 2. 25 46. 96 19. 19 19. 19 4 3. 50 786. 26 1 . 05 38. 45 26. 74 26. 74 5 3. 50 785. 89 0. 87 6.80 -1 .86 -1 .86 99 3. 50 782. 00 1 . 12 26.74 0. 00 1 3. 60 794. 77 0. 53 9. 61 6.87 6.87 2 3. 60 792.73 1 . 59 21 . 29 6.69 6. 69 ' 3 3. 60 789. 62 2. 45 42. 00 21 . 88 21 .88 4 3. 60 786. 48 1 . 14 38. 92 27. 91 27. 91 5 3. 60 786.03 0. 93 4. 95 -2.04 -2. 04 99 3. 60 782. 00 1 . 34 27. 91 0. 00 1 3. 70 794.84 0. 55 8. 93 7.32 7. 32 2 3. 70 792.90 1 . 70 19. 43 7. 04 7. 04 3 3. 70 789. 76 2. 59 37. 16 23. 78 23. 78 4 3. 70 786. 68 1. 22 38. 59 28.93 28. 93 5 3. 70 786. 15 0.98 3.53 -2. 23 -2. 23 99 3. 70 782. 00 1 . 58 28. 93 0. 00 1 3. 80 794. 88 0. 56 8. 58 4.67 4. 67 2 3. 80 793.05 1 . 80 14. 90 7. 33 7. 33 3 3. 80 789.85 2.68 33. 12 25. 00 25.00 4 3. 80 786. 85 1 . 29 37.81 29. 79 29.79 5 3.80 786.25 _ 1 .03 2. 66 -2. 41 -2. 41 99 3.80 782.00 1 .82 29. 79 0.00 1 3.90 794.98 0. 59 8. 24 6. 25 6.25 2 3. 90r- 793. 14 1 . 86 14. 70 7. 50 7.50 3 3.90 ^ 789.90 2. 73 29.24 25. 67 25.67 4 3.90 787.00 1 . 35 36.89 30.49 30. 49 5 3.90 786. 34 1 . 07 2. 29 -2. 54 -2.54 99 3. 90 782. 00 2. 06 30. 49 0. 00 . *** INTER-CONNECTED POND ROUTING PROGRAM *** < ICPR2X4> ^ (C) Copyright 1983, Peter J. Singhofen , P. E. WALDEN PLACE 278-075 100 YEAR 6 HOUR OUTFALL TO HOLIDAY HILLS _ 11-14-87 NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs) # (hrs) (feet) (acft) (cfs) # 1 TOTAL . ---- 1 4. 00 795. 03 0. 60 7. 92 7. 14 7. 14 2 4. 00 793. 23 1 . 91 14. 13 7. 66 7. 66 . 3 4.00 789. 92 2. 75 25. 88 25.87 25.87 4 4. 00 787. 11 1 . 40 35. 54 30. 89 30. 89 5 4. 00 786. 43 1 . 10 2. 06 -2. 62 -2. 62 99 4. 00 782. 00 2. 32 30. 89 0. 00 . 1 4. 10 795. 05 0. 60 7. 71 7. 71 7. 71 2 4. 10 793. 31 1 .96 13. 65 7. 76 7. 76 3 4. 10 789. 91 2. 74 23.24 25. 72 25. 72 4 4. 10 787. 19 1 . 43 35. 00 31 . 43 31 . 43 5 4. 10 786.52 1 . 14 1 . 94 -2. 63 -2. 63 99 4. 10 782.00 2. 57 31 . 43 0.00 1 4. 20 795.09 0.62 7. 48 5. 63 5.63 2 4. 20 793. 35 1 . 99 10. 43 7. 84 7.84' 3 4. 20 789. 87 2. 71 20. 58 25. 31 25.31 4 4. 20 787.26 1 . 46 34. 34 31 . 63 31 . 63 5 4. 20 786.60 1 . 18 1 . 81 -2.59 -2.59 99 4. 20 782. 00 2. 83 31 .63 0. 00 1 4. 30 795. 14 0.63 7. 27 6.90 6.90 2 4. 30 793. 39 2. 01 11. 24 7. 90 7. 90 3 4. 30 789. 83 2.66 18.92 24. 70 24. 70 4 4. 30 787.30 1 . 48 33.59 31 .95 31 . 95 5 4. 30 786.68 1 . 22 1 . 69 -2.51 -2.51 99 4. 30 782.00 3. 10 31 . 95 0. 00 1 4. 40 795. 14 0.63 7. 20 7. 65 7.65 2 4. 40 793.43 2. 04 11 .68 7. 97 7. 97 3 4. 40 789.78 2.61 17. 70 24. 00 24. 00 4 4. 40 787.33 1 . 49 32. 85 31 . 96 31 . 96 5 4. 40 786.75 1 . 25 1 . 61 -2. 41 -2. 41 99 4. 40 782.00, 3. 36 31 .96 0.00 1 4.50 795. 17 0. 64 7. 12 4.96 4.96 2 4. 50 793.46 2. 06 8. 71 8. 03 8. 03 3 4. 50 789.72 2. 55 16. 78 23.27 23. 27 4 4. 50 787.34 1 . 50 32. 09 32. 12 32. 12 5 4. 50 786.82 1 .28 1 . 51 -2. 27 -2.27 99 4. 50 782.00 3.62 32. 12 0. 00 ' *** INTER-CONNECTED POND ROUTING PROGRAM *** < ICPR2X4> . (C) Copyright 1983, Peter J. Singhofen , P. E. WALDEN PLACE 278-075 100 YEAR 6 HOUR OUTFALL TO HOLIDAY HILLS _ 11-14-87 NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs) # (hrs) (feet) (acft) (cfs) # 1 TOTAL . ____ 1 4. 60 795. 24 0. 65 7. 02 5. 21 5. 21 2 4. 60 793. 47 2. 06 8. 68 8. 06 8. 06 . 3 4. 60 789. 67 2.50 15. 91 22.52 22.52 4 4. 60 787. 33 1 . 50 31. 32 32. 08 32. 08 5 4. 60 786. 89 1 . 31 1 . 39 -2. 11 -2. 11 99 4. 60 782. 00 3. 89 32. 08 0. 00 1 4. 70 795. 29 0. 67 6. 94 5. 30 5. 30 2 4. 70 793. 47 2. 07 8.55 8. 07 8. 07 3 4. 70 789. 61 2. 44 15. 12 21 . 76 21 . 76 4 4. 70 787. 32 1 . 49 30. 62 31 . 93 31 . 93 5 4. 70 786. 95 1 . 34 1 . 32 -1 .90 -1 .90 99 4. 70 782. 00 4. 16 31 . 93 0. 00 1 4. 80 795. 34 0. 68 6. 88 5. 36 5.36 2 4. 80 793. 48 2. 07 8. 48 8.09 8. 09 3 4. 80 789. 55 2. 39 14. 42 21.01 21. 01 4 4. 80 787. 29 1 . 48 30.02 31 .88 31 . 88 5 4. 80 787. 00 1 . 37 1 . 28 -1 . 66 -1 . 66 99 4. 80 782. 00 4.42 31 . 88 0. 00 1 4. 90 795. 38 0. 69 6. 82 5.42 5. 42 2 4. 90 793. 48 2. 07 8. 44 8. 10 8. 10 3 4. 90 789. 50 2. 33 13. 80 20.27 20.27 4 4. 90 787. 25 1 . 46 29. 53 31 . 64 31 . 64 5 4. 90 787. 05 1 . 39 1 . 25 -1 . 35 -1 . 35 99 4. 90 782. 00 4. 68 31 . 64 0. 00 1 5. 00 795.43 0. 71 6. 72 5.48 5.48 2 5. 00 793. 49 2. 08 8. 36 8. 10 8. 10 3 5. 00 789. 44 2. 28 13. 15 19.55 19.55 4 5. 00 787. 21 1 . 44 29. 07 31 . 49 31 . 49 5 5. 00 787. 09 1 . 41 1 . 17 -0. 97 -0.97 99 5. 00 782.00 4. 94 31 . 49 0. 00 1 5. 10 795.46 0. 71 6. 60 5. 53 5.53 2 5. 10 793. 49 2. 08 8. 18 8. 11 8. 11 3 5. 10 789.39 2.22 12 . 39 18.84 18.84 4 5. 10 787. 16 1 . 42 28. 73 31. 10 31 . 10 5 5. 10 787. 13 1 .43 1 . 06 -0. 39 -0. 39 99 5. 10 782. 00 5. 20 31 . 10 0.00 . *** INTER-CONNECTED POND ROUTING PROGRAM *** < ICPR2X4> ^ (C) Copyright 1983, Peter J. Singhofen , P. E. WALDEN PLACE 278-075 100 YEAR 6 HOUR OUTFALL TO HOLIDAY HILLS 11-14-87 NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs) # (hrs) (feet) (acft) (cfs) # 1 TOTAL ` ---- 1 5. 20 795. 49 0. 72 6. 49 5.57 5. 57 2 5. 20 793. 49 2. 08 8. 05 8. 11 8. 11 . 3 5. 20 789. 33 2. 17 11 . 64 18. 12 18. 12 4 5. 20 787. 11 1 . 40 28.57 31 . 04 31 . 04 5 5. 20 787. 15 1. 44 1 . 00 0. 30 0. 30 99 5. 20 782. 00 5. 46 31 . 04 0. 00 1 5. 30 795. 52 0. 73 6. 42 5. 61 5.61 2 5. 30 793. 49 2. 08 8. 00 8. 11 8. 11 3 5. 30 789. 28 2. 11 10. 95 17.41 17.41 ` 4 5. 30 787. 06 1 . 38 28. 05 30. 79 30. 79 5 5. 30 787. 16 1 . 44 0. 98 0. 56 0.56 99 5. 30 782. 00 5. 72 30.79 0. 00 1 5. 40 795. 54 0. 74 6. 34 5. 64 5.64 2 5. 40 793. 48 2. 08 7. 95 8. 11 8. 11 3 5. 40 789. 22 2. 06 10. 30 16. 72 16. 72 4 5. 40 787. 00 1 . 36 27. 63 30. 53 30. 53 5 5. 40 787. 16 1 . 44 0. 96 0.90 0. 90 99 5. 40 782. 00 5.97 30. 53 0. 00 1 5. 50 795. 56 0.74 6. 25 5. 67 5. 67 2 5. 50 793. 48 2. 08 7. 92 8. 10 8. 10 3 5. 50 789. 17 2. 00 9. 70 16.03 16. 03 4 5. 50 786. 95 1 .33 27. 22 30. 18 30. 18 5 5. 50 787. 16 1 . 44 0.94 1 . 22 1 .22 99 5. 50 782.00 6. 22 30. 18 0. 00 1 5. 60 795. 57 0. 75 6. 22 5. 70 5. 70 2 5. 60 793. 48 2. 07 7. 92 8. 10 8. 10 3 5. 60 789. 11 1 .95 9.21 15. 36 15.36 4 5. 60 786.89 1 . 31 26. 79 29. 96 29. 96 5 5.60 787. 16 1 . 44 0. 93 1 . 48 1 .48 99 5. 60 782.00 6. 47 29. 96 0. 00 1 5. 70 795.59 0. 75 6. 16 5. 72 5.72 2 5. 70 793.48 2. 07 7. 93 8. 10 8. 10 3 5. 70 789.06 1 .90 8. 84 14. 73 14. 73 4 5. 70 786.82 1 . 28 26.35 29. 65 29. 65 5 5. 70 787. 15 1 . 44 0.93 1 . 69 1 .69 99 5. 70 782.00 6. 72 29. 65 0.00 ' *** INTER-CONNECTED POND ROUTING PROGRAM *** < ICPR2X4> . (C) Copyright 1983, Peter J. Singhofen , P. E. WALDEN PLACE 278-075 100 YEAR 6 HOUR OUTFALL TO HOLIDAY HILLS 11-14-87 NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs) it (hrs) (feet) (acft) (cfs) # 1 TOTAL . ---- 1 5.80 795. 60 0. 75 6. 11 5. 74 5. 74 2 5. 80 793. 48 2. 07 7. 93 8. 09 8.09 3 5. 80 789. 01 1 . 85 8. 51 14. 13 14. 13 4 5. 80 786. 76 1 . 25 25. 91 29. 32 29. 32 5 5. 80 787. 13 1 . 43 0. 93 1 .86 1 .86 99 5. 80 782. 00 6. 96 29. 32 0. 00 1 5. 90 795. 61 0. 76 6.07 5. 76 5. 76 2 5. 90 793. 47 2. 07 7. 92 8. 09 8.09 3 5. 90 788. 96 1 . 80 8. 19 13. 55 13.55 ^ 4 5. 90 786.69 1 . 23 25. 46 28. 98 28. 98 5 5. 90 787. 12 1 . 42 0. 93 2. 01 2.01 99 5. 90 782.00 7. 20 28.98 0.00 1 6. 00 795.61 0. 76 5.86 6. 81 6.81 2 6. 00 793.47 2. 07 8.70 8. 08 8. 08 3 6.00 788.92 1 . 76 7. 59 12. 98 12.98 4 6. 00 786.62 1 . 20 24. 76 28. 62 28. 62 5 6. 00 787. 10 1 . 41 0. 72 2. 15 2. 15 99 6.00 782. 00 7. 44 28. 62 0. 00 1 6. 10 795.57 0.75 5. 55 5. 13 5. 13 2 6. 10 793.48 2. 07 6. 45 8. 09 8. 09 3 6. 10 788.87 1 . 71 6. 48 12. 39 12. 39 4 6. 10 786.54 1 . 16 23. 79 28. 20 28. 20 5 6. 10 787.07 1 . 40 0. 42 2. 27 2. 27 99 6. 10 782.00 7. 68 28. 20 0. 00 1 6. 20 795.58 0. 75 5. 32 5. 68 5. 68 2 6. 20 793. 46 2. 06 6. 59 8. 06 8.06 3 6. 20 788. 81 1 .66 5. 32 11 . 74 11 . 74 4 6.20 786. 44 1 . 12 22. 90 27. 74 27. 74 5 6.20 787.03 1 . 38 0. 25 2. 40 2. 40 99 6. 20 782.00 ' 7. 91 27. 74 0. 00 1 6.30 795.55 0. 74 5. 14 7. 44 7.44 2 6. 30 793.44 2. 05 8. 07 8. 04 8. 04 3 6.30 788.731.60 4. 43 11 . 08 11 .08 4 6.30 786.35 1 . 08 22. 12 27. 22 27. 22 5 6. 30 786.99 1 .36 0. 15 2. 52 2. 52 99 6. 30 782.00 8. 14 27. 22 0. 00 ' *** INTER-CONNECTED POND ROUTING PROGRAM *** < ICPR2X4> . (C) Copyright 1983, Peter J. Singhofen , P. E. WALDEN PLACE 278-075 100 YEAR 6 HOUR OUTFALL TO HOLIDAY HILLS _ 11-14-87 NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs) # (hrs) (feet) (acft) (cfs) # 1 TOTAL . ____ ------ 1 6. 40 795.47 0. 72 4. 99 5. 04 5.04 2 6. 40 793. 45 2. 05 5. 49 8. 04 8.04 3 6. 40 788. 69 1 . 55 3. 69 10. 42 10.42 4 6. 40 786. 24 1 . 04 21 . 43 26. 66 26. 66 5 6. 40 786. 95 1 .34 0. 09 2. 65 2.65 99 6. 40 782. 00 8. 36 26. 66 0.00 1 6. 50 795.46 0. 71 4. 86 6. 50 6. 50 2 6. 50 793.42 2. 03 6.82 7. 99 7.99 3 6. 50 788. 63 1 . 49 3. 08 9. 77 9. 77 4 6. 50 786. 13 1 . 00 20. 76 26. 03 26.03 5 6. 50 786. 91 1 . 32 0. 04 2. 78 2. 78 99 6. 50 782. 00 8. 58 26. 03 0. 00 1 6.60 795. 40 0. 70 4. 74 7. 71 7. 71 2 6. 60 793. 40 2. 02 7. 93 7. 97 7.97 ' 3 6. 60 788. 57 1 . 43 2.58 9. 14 9. 14 4 6. 60 786. 01 0. 95 20. 15 25. 44 25. 44 5 6. 60 786.86 1 . 30 0. 01 2. 90 2.90 99 6. 60 782. 00 8. 79 25. 44 0.00 1 6. 70 795.35 0. 68 4. 64 6. 07 6.07 2 6. 70 793.39 2. 01 6. 21 7. 93 7. 93 3 6. 70 788. 51 1 . 38 2. 18 8. 54 8.54 4 6. 70 785. 90 0. 91 19.56 24. 81 24. 81 5 6. 70 786.81 1 . 27 0. 00 3. 02 3.02 99 6. 70 782.00 9. 00 24. 81 0. 00 1 6. 80 795.26 0. 66 0. 03 7. 33 7. 33 2 6. 80 793. 37 2. 00 7. 41 7. 91 7. 91 3 6. 80 788. 46 1 . 33 1 .84 7. 98 7.98 4 6. 80 785.79 0. 87 19. 04 24. 19 24. 19 5 6. 80 786.75 1 . 25 0. 00 3. 12 3. 12 99 6. 80 782.00 9. 21 24. 19 0. 00 1 6.90 795. 13 0. 63 4.44 4. 63 4. 63 2 6. 90 793.36 2. 00 4. 67 7. 91 7. 91 3 6.90 7E8.40 1 .27 1 .55 7. 46 7.46 4 6. 90 785.68 0. 82 18. 59 23. 41 23. 41 5 6. 90 786.70 1 .22 0. 00 3.21 3. 21 99 6. 90 782.00 9. 41 23.41 0.00 *** INTER-CONNECTED POND ROUTING PROGRAM *** •:: ICPR2X4 • • (C) Copyright 1983, Peter J. Singhofen , P. E. WALDEN PLACE 278-075 100 YEAR 6 HOUR OUTFALL TO HOLIDAY HILLS 11- 14-87 NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs) # (hrs) (feet) (acft) (cfs) # 1 TOTAL 1 7. 00 795. 10 0.62 4. 74 6. 40 6. 40 2 7. 00 793. 33 1 . 98 6. 42 7. 85 7. 85 3 7. 00 788. 35 1 . 23 1 . 33 6. 97 6.97 4 7. 00 785. 58 0. 78 18. 10 22. 54 22. 54 5 7. 00 786. 64 1 . 20 0. 00 3.29 3. 29 99 7. 00 782. 00 9. 60 22. 54 0. 00 1 7. 10 795. 03 0.60 4. 24 7. 25 7. 25 2 7. 10 793. 71 1 . 97 7. 25 7.82 7.82 7. 10 788. 70 1 . 18 1 . 14 6. 51 6. 51 4 7. 10 785. 48 0. 75 17. 67 21 . 68 21. 68 5 7. 10 786. 58 1 . 17 0. 00 3. 34 3.34 99 7. 10 782. 00 9. 78 21 . 68 0. 00 1 7. 20 794. 93 0. 57 4. 16 4. 37 4.77 2 7. 20 797. 71 1 . 96 4. 37 7. 82 7.82• 3 7. 20 788.26 1 . 13 0. 98 6. 09 6.09 4 7. 20 785. 40 0. 72 17. 29 20. 87 20. 87 5 7. 20 786. 51 1 . 14 0.00 3. 38 7.78 99 7. 20 782. 00 9. 96 20. 87 0. 00 1 7. 30 794.91 0. 57 4. 06 6.02 6.02 2 7. 70 793. 27 1 . 94 6. 02 7. 75 7. 75 3 7.30 788. 21 1 . 09 0. 85 5. 71 5.71 4 7. 30 785. 32 0.69 16. 85 20. 1C> 20. 10 5 7. 30 786. 45 1 . 1 1 0. 00 3. 40 3.40 99 7. 30 782. 00 10. 13 20. 10 0.00 1 7. 40 794.84 0. 55 3. 96 6. 79 6. 79 2 7. 40 793.25 1 . 93 6. 79 7.72 7. 72 3 7. 40 788. 17 1 . 05 0. 75 5. 35 5.•35 4 7. 40 785.25 0. 66 16. 49 19. 36 19. 76 5 7. 40 786.39 1 . 09 0. 00 3. 42 3. 42 99 7. 40 782.00 10. 29 19. 36 0. 00 1 7.50 794. 75 0. 52 3. 87 7. 18 7. 18 2 7. 50 793.24 1 . 92 7. 18 7. 70 7. 70 7.50 788. 13 1 .02 0. 65 5.0.3 5.03 4 7. 50 785. 19 0. 64 16. 16 18.65 18.65 5 7. 50 786.32 1 .06 0. 00 3.42 7. 42 99 7. 50 782.00 10. 45 18. 65 0. 00 ' *** INTER-CONNECTED POND ROUTING PROGRAM *** < ICPR2X4> ' (C) Copyright 1983, Peter J. Singhofen , P. E. WALDEN PLACE 278-075 100 YEAR 6 HOUR OUTFALL TO HOLIDAY HILLS 11-14-87 NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs) # (hrs) (feet) (acft) (cfs) # 1 TOTAL . ---- 1 7. 60 794. 64 0. 50 3. 77 7. 33 7. 33 2 7. 60 793. 24 1 . 92 7. 33 7. 69 7. 69 . 3 7. 60 788. 09 0. 98 0. 56 4. 84 4.84 4 7. 60 785. 13 0. 62 15. 94 18. 05 18. 05 5 7. 60 786. 26 1 . 03 0. 00 3. 41 3. 41 99 7. 60 782. 00 10. 61 18. 05 0. 00 1 7. 70 794. 53 0. 47 3. 68 7. 13 7. 13 2 7. 70 793. 23 1 . 91 7. 13 7.68 7.68 3 7. 70 788. 05 0. 94 0.48 4. 68 4.68 4 7. 70 785.08 0. 60 15.74 17.53 17. 53 5 7. 70 786. 19 1 . 00 0.00 3. 38 3. 38 99 7. 70 782. 00 10.75 17. 53 0. 00 1 7. 80 794. 42 0. 44 3.58 6. 65 6. 65 2 7. 80 793. 22 1 . 91 6. 65 7. 67 7. 67 3 7. 80 788. 02 0. 91 0. 40 4. 48 4.48 4 7. 80 785. 04 0. 59 15. 49 17. 07 17. 07 5 7. 80 786. 13 0. 97 0.00 3. 34 3. 34 99 7. 80 782. 00 10. 90 17. 07 0. 00 1 7. 90 794. 31 0. 41 3. 49 6. 21 6.21 2 7. 90 793. 21 1 . 90 6. 21 7. 64 7. 64 3 7. 90 787. 98 0. 88 0. 34 4. 26 4.26 4 7. 90 785.01 0. 57 15.20 16.68 16. 68 5 7. 90 786.07 0. 95 0.00 3. 30 3.30 99 7. 90 782. 00 11 . 04 16. 68 0.00 1 8. 00 794.22 0.39 3. 39 5. 80 5.80 2 8. 00 793. 19 1 . 89 5. 80 7. 60 7.60 3 8. 00 787.94 0.84 0. 28 4.03 4.03 4 8. 00 784. 97 0. 56 14. 90 16. 31 16.31 5 8.00 786.01 0.92 0.00 3.26 3.26 99 8. 00 782.00 11 . 17 16. 31 0.00 1 8. 10 794. 14 0. 37 3. 30 5. 42 5.42 2 8. 10 793. 17 1 . 87 5.42 7. 56 7.56 3 8. 10 787.91 0.81 0. 23 3.80 3.80 4 8. 10 784.94 0. 55 14.58 15.94 15. 94 5 8. 10 785. 95 0. 89 0.00 3. 21 3.21 99 8. 10 782. 00 11 .31 15. 94 0.00 ' *** INTER-CONNECTED POND ROUTING PROGRAM *** < ICPR2X4> ' (C) Copyright 1983, Peter J. Singhofen , P. E. WALDEN PLACE 278-075 100 YEAR 6 HOUR OUTFALL TO HOLIDAY HILLS ' 11-14-87 NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs) # (hrs) (feet) (acft) (cfs) # 1 TOTAL . ---- 1 8. 20 794. 07 0. 35 3.21 5. 09 5.09 2 8. 20 793. 14 1 . 85 5. 09 7. 51 7. 51 ' 3 8. 20 787. 88 0. 78 0. 18 3.58 3. 58 4 8. 20 784.91 0. 54 14. 26 15.56 15. 56 5 8. 20 785.89 0. 87 0. 00 3. 17 3. 17 99 8. 20 782. 00 11 . 44 15. 56 0. 00 1 8. 30 794.01 0. 34 3. 12 4. 79 4. 79 2 8. 30 793. 11 1 . 83 4. 79 7. 45 7. 45 3 8. 30 787.85 0. 76 0. 14 3. 37 3.37 ^ 4 8. 30 784. 88 0. 53 13.95 15. 25 15. 25 5 8. 30 785.83 0. 84 0.00 3. 12 3. 12 99 8. 30 782. 00 11 . 57 15. 25 0. 00 1 8.40 793.95 0. 33 3.03 4. 52 4. 52 2 8. 40 793. 07 1 . 81 4. 52 7. 39 7.39 3 8. 40 787.82 0. 73 0. 11 3. 17 3. 17 4 8. 40 784. 85 0. 52 13. 64 14. 92 14. 92 5 8. 40 785.77 0.81 0. 00 3. 07 3. 07 99 8. 40 782.00 11 . 69 14. 92 0. 00 1 8. 50 793. 90 0. 31 2. 95 4.29 4. 29 2 8. 50 793.03 1 . 78 4. 29 7. 32 7. 32 3 8. 50 787. 79 0. 70 0. 08 2. 99 2. 99 4 8. 50 784.82 0. 51 13. 34 14. 60 14. 60 5 8. 50 785.71 0. 79 0. 00 3. 03 3. 03 99 8. 50 782. 00 11 . 82 14. 60 0.00 1 8. 60 793.85 0. 30 2. 86 4. 08 4. 08 2 8. 60 792. 99 1 .76 4. 08 7. 25 7. 25 3 8.60 787. 76 0. 68 0. 06 2. 81 2.81 4 8. 60 784.79 0. 50 13. 04 14. 26 14. 26 5 8.60 785.65 0. 76 0. 00 2.97 2. 97 99 8. 60 782.00 11 .94 14. 26 0. 00 1 8. 70 793.81 0.29 2. 76 3. 88 3.88 2 8. 70 792.95 1 . 73 3. 88 7. 17 7. 17 3 8. 70 787.74 0. 66 0.04 2. 65 2.65 4 8. 70 784.76 0. 49 12. 74 13. 85 13. 85 5 8. 70 785.59 0. 74 0. 00 2.91 2.91 99 8. 70 782.00 12. 05 13.85 0. 00 - *** INTER-CONNECTED POND ROUTING PROGRAM *** < ICPR2X4> . (C) Copyright 1983, Peter J. Singhofen , P. E. WALDEN PLACE 278-075 100 YEAR 6 HOUR OUTFALL TO HOLIDAY HILLS 11-14-87 ' NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs) # (hrs) (feet) (acft) (cfs) # 1 TOTAL . ---- 1 8. 80 793. 77 0. 28 2. 66 3. 71 3. 71 2 8. 90 792. 91 1 . 71 3. 71 7. 09 7. 09 ` 3 8. 80 787. 71 0. 64 0. 03 2. 50 2.50 4 8. 80 784. 73 0. 48 12. 45 13. 63 13. 63 5 8. 80 785. 53 0. 71 0. 00 2.86 2.86 99 8. 80 782. 00 12. 17 13. 63 0. 00 1 8. 90 793. 74 0. 27 2. 55 3.54 3.54 7.2 8. 90 792. 86 1 . 68 3. 54 7. 01 7. 01 3 8.90 787. 69 0.62 0. 02 2. 36 2.36 . 4 8. 90 784. 71 0. 47 12. 17 13. 34 13. 34 5 8. 90 785.47 0. 69 0.00 2. 81 2.81 99 8. 90 782. 00 12. 28 13. 34 0. 00 ' *** INTER-CONNECTED POND ROUTING PROGRAM *** <:: ICPR2X4 > (C) Copyright 1983, Peter J. Singhofen , F. E. WALDEN PLACE 278-075 100 YEAR 6 HOUR OUTFALL TO HOLIDAY HILLS 11-14-87 NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs) # (hrs) (feet) (acft) to-Fs) # 1 TOTAL 1 9. 00 793. 70 0. 27 2. 44 :3. 39 3. 39 9. 00 792. 82 1 . 65 3. 39 6. 92 6. 92 3 9. 00 787. 67 0.60 0. 01 2.23 2.23 4 9. 00 784.68 0. 46 11. 90 13. 06 13. 06 5 9. 00 785.42 0. 67 0. 00 2. 75 2. 75 99 9. 00 782. 00 12. 39 13. 06 L 0. 00 . . *** INTER-CONNECTED POND ROUTING PROGRAM *** < ICPR2X4> (C) Copyright 1983, Peter J. Singhofen , P. E. WALDEN PLACE 278-075 100 YEAR 6 HOUR OUTFALL TO HOLIDAY HILLS - 11-14-87 *** PEAK CONDITIONS SUMMARY *** ` PEAK PEAK TIME TO PEAK TIME TO NODE STAGE STORAGE PEAK OUTFLOW PEAK ' # (feet) (acft) (hrs) (cfs) (hrs) ____ 1 795. 61 0. 76 6. 00 7. 96 6. 35 2 793. 49 2. 08 5. 15 8. 11 5.20 3 789. 92 2. 75 4. 00 25. 87 4. 00 4 787. 34 1 . 50 4. 50 32. 12 4.50 5 787. 16 1. 44 5. 45 3. 42 7. 50 99 782. 00 0. 00 1 .05 0. 00 1 . 05 PEAK TIME TO FROM TO OUTFLOW PEAK NODE NODE (cfs) (hrs) . ____ ---- 1 2 7. 96 6. 35 2 4 8. 11 5. 20 3 4 25. 87 4. 00 4 99 32. 12 4. 50 5 4 3. 42 7. 50 MSE 287-075 EROSION CONTROL STATEMENT The construction plan for this project will incorporate an erosion control plan using the "Urban Development Planning Guide" prepared by the Hoosier Heartland RC&D. Temporary erosion control practices include: a. 10-foot seeding strip behind curbs b. silt pit in swales c. silt sump/straw bales around inlets d. temporary seeding in future development areas The construction plan will cross-reference to the 'Urban Development Planning Guide" for such items as seeding mixture, silt pit sizes and spacing, sump construction, erosion control maintenance during and after construction, and other concerns. PRELIMINARY SOILS REPORT This soils report has been prepared using information from the Soils Conservation Services Soils Survey of Hamilton County, Indiana. The map and soils descriptions were taken directly from the SCS survey. A further breakdown of percentage of soil types for both on-site and off-site has been prepared. This area is made of four soil types: Brookston, Crosby, Miami and Orthents. The Miami soil has been broken down into two types due to the slope of the land. Generally, the soils on the east side of Westfield Boulevard are of the Crosby-Brookston series, while those soils on the west side are of the Miami-Crosby series. Portions of the site to be developed fall into the Orthents soil type. This soil type is due to excavation or fills, and the underlying soils are unknown. A soil boring is recommended in this area to insure suitable soils for construction. SOIL TYPES - OFF-SITE SOIL TYPE ACRES PERCENTAGE SOIL GROUP MmB2 19.43 44 B MmA 2.26 5 B CrA 13.71 31 C Br 9.13 20 D 44.53 SOIL TYPES - ON-SITE SOIL TYPE ACRES PERCENTAGE SOIL GROUP Or 12.72 31 C MmB2 6.88 17 B CrA 11.01 27 C Br 10.33 25 D 40.94 Descriptions of map units 1. Crosby-Brookston Deep, nearly level, somewhat poorly drained and very poorly drained, medium textured and moderately fine textured soils that formed in a thin mantle of loess and the underlying glacial till on uplands This map unit is on upland till plains that are charac- terized by swell and swale topography. These soils are mostly nearly level. Along drainageways and on slight rises, however, they are gently sloping or moderately sloping. Some of the soils have short slopes. This map unit makes up about 59 percent of the county. About 47 percent of the unit is Crosby soils, 38 percent is Brookston soils, and 15 percent is soils of minor extent. The nearly level, somewhat poorly drained Crosby soils are on broad flats and slight rises. The nearly level, very poorly drained Brookston soils are in depressional areas, swales,and narrow drainageways (fig. 1). The soils of minor extent in this map unit are the well drained Miami soils, the somewhat poorly drained Whitaker soils, the poorly drained Patton soils, and the very poorly drained Houghton soils. Miami soils are on knobs and breaks along drainageways. Whitaker soils are on slight rises and are commonly near Patton soils. Patton and Houghton soils are in low lying pockets and depres- sions (fig.2). Nearly all areas of this map unit are used for cultivated crops. A few undrained areas are wooded or are in pasture. The growing of cash grain crops and the raising of hogs are the main farm enterprises. Wetness is the main limitation to the use of this map unit for urban and farm uses. If adequately drained, this map unit has good potential for cultivated crops. It has poor potential for urban development because of wetness. 2. Miami-Crosby Deep, nearly level to strongly sloping, well drained and somewhat poorly drained, medium textured soils that formed in a thin mantle of loess and the underlying gla- cial till on uplands This map unit is on rolling till plains (fig. 3). Areas along the major streams are characterized by steep slopes and sharp breaks. In many places this map unit is dis- sected by drainageways. This map unit makes up about 27 percent of the county. About 60 percent of the unit is Miami soils, 30 percent is Crosby soils, and 10 percent is soils of minor extent. The Miami soils are well drained. Nearly level Miami soils are on flats, and gently sloping to strongly sloping Miami soils are on knobs and breaks.The nearly level and gently sloping somewhat poorly drained Crosby soils are on broad flats and slight rises. The soils of minor extent in this map unit are the very poorly drained Brookston soils, the somewhat poorly drained Shoals soils, and the well drained Fox, Genesee, and Hennepin soils. Brookston soils are in depressions and drainageways. Hennepin soils are on steep breaks. Fox soils are nearly level to moderately sloping and are underlain by thin layers of sand and graveL Genesee and Shoals soils are on narrow flood plains. Most areas of this map unit are used for cultivated crops, but in a few steep areas and on flood plains it is used for permanent pasture and wildlife habitat. The main farm enterprises are the growing of cash grain crops and the raising of beef cattle. Many of the steep areas are in woodland. Many areas in the southern part of the county are used for urban development. Erosion is the main hazard. Many areas require artificial drainage for optimum production. The nearly level soils in this map unit have good poten- tial for cultivated crops. This map unit has severe limita- tions for many nonfarm uses because of slope and permeability. Soil descriptions and potentials Br—Brooksfon silty clay loam. This nearly level, This soil is suited to grasses and legumes for hay or deep, very poorly drained soil is in broad depressions, pasture, but drainage is needed to obtain optimum "'ales, and narrow drainageways on till plains. It is production. Overgrazing or grazing when the soil is too Ponded by runoff from higher adjacent areas. The wet causes surface compaction and poor tilth. Proper mapped areas are mostly oval shaped or fingerlike and stocking rates, timely grazing, and restricting grazing range from 3 to 250 acres in size. during wet periods help to reduce compaction and to In a typical profile the surface layer is very dark gray- maintain good tilth and plant density. ish brown and very dark gray silty clay loam about 11 This soil is suited to trees, and in a few areas it is used inches thick. The subsoil extends to a depth of 58 inches for trees. Equipment limitations, plant competition, and and is dark gray, gray, and grayish brown, mottled, firm seedling mortality are severe. The hazard of windthrow is clay loam and loam. The substratum, to a depth of 70 moderate. Species that can tolerate wetness grow best. inches, is brown loam. In some places this soil is silty clay Seedlings survive and grow well if competing vegetation loam to a depth of 40 inches. In some places the lower is controlled by cutting, spraying,and girdling. part of the subsoil is sandy loam, loamy sand, or sandy Many areas "of this soil in the southern part of the clay loam. Lighter colored material has been deposited on county are used for urban development. the original surface layer in a few areas. The main soil features that adversely affect engineer- Included with this soil in mapping are small areas of ing uses of this soil are a seasonal high water table, high Patton soils that generally are in the lowest part of potential frost action, moderate shrink-swell potential, depressions. Also included are Whitaker and Crosby soils and moderate permeability. in small, slightly convex areas. In a few small areas along This soil has severe limitations for building sites. The drainageways, soils that have slopes of more than 2 per- sites need to be artificially drained and protected from cent are also included. flooding. Dwellings and small buildings with basements Permeability is moderate and the water table is corn- should not be constructed on this soil. Using properly moray at the surface or is at a depth of less than 1 foot in designed foundations and footings helps to prevent struc- winter and early in spring. Available water capacity is tural damage from frost action and shrinking and swelling high, and content of organic matter in the surface layer is of the soil. high. Surface runoff is ponded or is very slow. The sur- This soil has severe limitations for local roads and face layer is cloddy and hard to work if the soil is tilled streets because of a seasonal high water table and high when it is too wet. potential frost action. Installation of drainage ditches This soil is commonly used for cultivated crops. It is along roads helps to lower the water table and prevent well suited to growing corn, soybeans, and small grain if damage from frost action. The base material for roads it is adequately drained. In most areas this soil has been and streets should be replaced or strengthened with drained with subsurface the, surface drains, or open suitable materiaL ditches or with some combination of these. Conservation This soil has severe limitations for septic tank absorp- practices, including minimum tillage and the use of crop tion fields because of a seasonal high water table. Sanita- residue management, help to improve and maintain tilth ry facilities should be connected to sewers and treatment and to increase the content of organic matter. facilities. Capability subclass IIw; woodland suitability subclass 2w. CrA—Crosby silt loam, 0 to 3 percent slopes. This example, alfalfa Grazing when the soil is wet causes sur- nearly level, deep, somewhat poorly drained soil is on face compaction and poor tilth. Proper stocking rates, slight rises on broad, undulating till plains. The mapped pasture rotation, timely grazing, and restricting grazing areas are irregular in shape and range from 3 to 200 during wet periods help to reduce surface compaction and acres in size. maintain good tilth and plant density. In a typical profile the surface layer is dark grayish This soil is suited to trees, and a few areas are used for brown silt loam about 8 inches thick. The subsurface layer orchards or woodland. In some years seasonal wetness is dark grayish brown silt loam about 3 inches thick. The slightly delays harvesting and planting operations. Spe- subsoil is dark yellowish brown and yellowish brown, mot- des that can tolerate wetness grow best. Plant competi- tied, firm silty clay loam and clay loam about 21 inches tion is the main limitation to the use of this soil for trees. thick. The underlying material, to a depth of 60 inches, is Seedlings survive and grow well if competing vegetation brown, calcareous loam. In some areas the lower part of is controlled by cutting, spraying, and girdling. the subsoil is stratified silt loam, sandy loam, and sand as Many areas of this soil in the southern part of the much as 12 inches thick. In some areas the content of county are used for urban development. gravel in the subsoil is as much as 10 percent. The depth The main soil features that adversely affect the en- to firm glacial till is more than 40 inches in many areas. gineering uses of this soil are a seasonal high water table, Included with this soil in mapping are Brookston soils moderate shrink-swell potential, high potential frost ac- in depressions. Also included are small areas of Whitaker tion, and slow permeability. soils, many small domelike areas of Miami soils, and small This soil has some severe limitations for building sites. areas of Crosby soils that have slopes of more than 3 per- The sites need to be artificially drained to prevent wet- cent. Small areas of eroded and severely eroded soils are ness from becoming a problem. Dwellings and small included in the more sloping areas. buildings with basements should not be constructed on Permeability is slow. Content of organic matter in the this soil. Using properly designed foundations and surface layer is moderate. Available water capacity is footings helps to prevent structural damage from low high. The water table is commonly at a depth of 1 to 3 strength and shrinking and swelling of the soil. feet in winter and early in spring. Surface runoff is slow. This soil has severe limitations for local roads and The surface layer of this soil is friable and can be tilled streets. Drainage ditches can be used along roads to within a fairly wide range of moisture content. lower the water table and to help prevent damage from Most areas are used for corn, soybeans, and small grain. frost action. The base material for roads needs to be This soil is well suited to these crops if it is adequately strengthened or replaced with suitable material. Sanitary drained. Most areas are drained by subsurface tile and facilities should be connected to sewers and treatment open ditches. Conservation practices, including minimum facilities, or a large absorption field can be used to offset tillage and returning crop residue to the soil, help to slow permeability when the water table is lowered maintain the content of organic matter and good tilth. through artificial drainage. Some areas of this soil are used for hay and pasture. In Capability subclass IIw; some undrained areas this soil can be used for grasses woodland suitability subclasss 3o. and legumes and for hay and pasture, but artificial drainage generally is beneficial. This soil is better suited to shallow-rooted crops than to deep-rooted legumes, for MmA—Miami silt loam, 0 to 2 percent slopes. This using cover crops help to maintain the content of organic nearly level, deep, well drained soil is on slight rises on matter and good tilth. uplands. The mapped areas are irregular in shape and This soil is well suited to grasses and legumes for hay range from 3 to 60 acres in size. or pasture, and some areas are used for these crops. The In a typical profile the surface layer is brown silt loam major concerns of pasture management are overgrazing about 8 inches thick. The subsurface layer is dark yel- and grazing when the soil is wet. Grazing when the soil is lowish brown, friable silt loam about 5 inches thick. The too wet causes surface compaction and poor tilth. Proper subsoil extends to a depth of 38 inches and is dark yel- stocking rates, pasture rotation, and timely grazing help lowish brown and brown, friable or firm clay loam The to keep the pasture plants and soil in good condition calcareous substrat This soil is well suited to trees, but only a few areas um, to a depth of 60 inches, is yel- are used for trees (fig. 9). The hazards and limitations in lowish brown loam. In many areas, the lower part of the woodland management are slight, except plant competi- subsoil is stratified sandy loam, silt loam, or sand and the tion is moderate. Seedlings survive and grow well if corn- firm, calcareous loam till is at a depth of more than 40 peting vegetation is controlled by cutting, spraying, or inches. In some areas the lower part of the subsoil is girdling gravelly clay loam or gravelly sandy clay loam. In a few This soil is suitable for urban development. Many areas areas the lower part of the subsoil has gray mottles. In are used for this purpose in the southern part of the some areas layers of sand and gravelly sand are in the county. substratum at a depth of 6 to 10 feet. The main soil features that adversely affect engineer- Included with this soil in mapping are small areas of ing uses of this soil are moderate potential frost action, Crosby soils in slight depressions. Also included are small moderate permeability, and moderate shrink-swell poten- areas of soils that have slopes of more than 2 percent. tial. Permeability is moderate in the subsoil and in the sub- This soil has moderate limitations for building sites. stratum. Content of organic matter in the surface layer is Using properly designed foundations, footings, and base- moderate. Available water capacity is high. Surface ru- ment walls and using foundation drain tile help to prevent noff in cultivated areas is slow. The surface layer of this structural damage from shrinking and swelling and low soil is friable and can be tilled within a fairly wide range strength of the soil. of moisture content. This soil is poorly suited to septic tank absorption This soil is well suited to corn, soybeans, and small fields, and moderate permeability is a moderate limita- grains, and in most areas it is used for these crops. tion. Using a large filter field helps to prevent surfacing Minimum tillage, returning crop residue to the soil, and of the effluent from lateral seepage across the top of the till This soil has severe limitations for local roads and streets. The base material for local roads and streets needs to be strengthened with suitable material Capabili- ty class I; woodland suitability subclass lo. MmB2—Miami silt loam, 2 to 6 percent slopes, This soil is suitable for hay and pasture crops, and in eroded. This gently sloping, deep, well drained soil is on some areas it is used"for these crops. The growing of rises on till plains and along drainageways and streams. grasses and legumes helps to control erosion. Overgrazing The mapped areas range from 3 to 50 acres in size. and grazing when the soil is too wet causes surface com- In a typical profile the surface layer is dark grayish paction, excessive runoff, and poor tilth. Proper stocking brown silt loam about 7 inches thick. The subsoil is dark rates, pasture rotation, and timely grazing help to keep yellowish brown and brown, firm clay loam about 23 the pasture plants and soil in good condition. inches thick. The substratum, to a depth of 60 inches, is This soil is well suited to trees, but it is used for trees yellowish brown loam that contains free carbonates. In a in only a few areas. The limitations and hazards in few areas the lower part of the subsoil is stratified sandy woodland management are slight, except plant competi- loam, loamy sand, and sandy clay loam. The depth to till is tion is moderate. Seedlings survive and grow well if corn- more than 40 inches in some areas. peting vegetation is controlled by cutting, spraying, or Included with this soil in mapping are small areas of girdling Crosby soils, small areas of severely eroded soils that The main soil features that adversely affect engineer_ have a surface layer of clay loam, small areas of soils that ins uses of this soil are moderate potential frost action, have slopes of more than 6 percent, and small areas of moderately slow permeability, moderate shrink-swell soils that have gravel and cobbles on the surface. potential, and low strength. Erosion is a hazard during Permeability is moderate in the subsoil and moderately construction. slow in the underlying till. Content of organicconstruction matter in This soil is suitable for buildingsites, the surface layer is moderate. Available water capacity is , teslow slope, ha clayey high. Surface runoff is medium. The surface layer of thistextureshrinking and swelling, and low strength are soil is friable and can be tilled within a fairly wide range moderate limitations that need to be overcome. Using of moisture content properly designed foundations, footings, and basement In most areas this soil is used for corn, soybeans, and R and using foundation drain tile help to prevent small grains. It is suited to these crops, but conservation structural damage from shrinking and swelling and low practices are needed to control erosion and surface runoff strength. in cultivated areas. Crop rotation, minimum tillage, con- This 8Oil poorly suited to septic tank absorption tour farming, and the use of terraces, diversions, grassed fields, and moderately slow permeability is a severe waterways, and grade stabilization structures help to limitation. Using a larger filter field helps to prevent sur- prevent excessive soil losses from erosion. The use of facing of the effluent from lateral seepage across the top crop residue and cover crops helps to control erosion, im- of the till. prove and maintain tilth, and increase the content of or- Low strength is a severe limitation to the use of this ee soil for local roads and streets. The base material for ganic matter. Seepage areas in some drainageways and swales need subsurface tile for adequate drainage. roads and streets needs to be strengthened with suitable material. Capability subclass IIe; woodland suitability subclass lo. Or—Orthents. These nearly level to steep, deep, well drained soils are on uplands and terraces which have been changed by man. This map unit is near highway in- terchanges, shopping centers, gravel pits, and landfills. In some places, deep cuts were made in the original land surface and the soil material was used as fill in low-lying areas to make the surface smooth and level. In other places, the soil material was removed and was used as fill for highway grades, overpasses, and exit ramps. The mapped areas range from 3 to 30 acres in size. In a typical area of fill, Orthents consist of a mixture of the surface layer, subsoil, and substratum of the original soil- The surface texture is silt loam, loam, or clay loam and generally contains gravel or stones. In a typical area where a deep cut has been made, Orthents consist mainly of loam or clay loam glacial till. Included with these soils in mapping are small areas of steep soils that have short slopes, areas of sand and gravel, and bedrock outcrops. Muck underlies Orthents in a few fill areas. In many fill areas, the material is not soil but is rock, glass, metal, and other material. Also included are areas of poorly drained and somewhat poorly drained soils. Permeability is moderate to very slow, and available water capacity is moderate. Content of organic matter in the surface material is low. Reaction is slightly acid to mildly alkaline. Most areas of these soils are in permanent grass or in close-growing shrubs. Many areas are surrounded by heavily travelled highways. Special management practices are needed in areas of Orthents. An intensified fertility program emphasizing the incorporation of organic residue or manure is needed if these soils are used for crops. Conservation practices are needed to control erosion in sloping areas, and drainage may be needed in nearly level areas. Exposed areas should be revegetated as soon as possible after construction is completed. Diversions, box inlet structures, grade stabilization structures, and grassed waterways can be used to conserve the soil. The main soil features that affect engineering uses of these soils are slope, moderate to high potential frost ac- tion, and moderate to very slow permeability. The hazard of erosion is severe during construction. If these soils are used for building sites, onsite in- vestigation is needed to determine soil properties and limitations. Depth to the water table and frost action potential should be considered in determining soil suita- bility. The soil material is quite variable, and engineering test data should be collected. The soil properties that af- fect design of structures vary within a short distance. Removal of vegetation should be kept to a minimum, and protective plant cover should be established as soon as possible to reduce soil losses through erosion. Other limitations that affect the suitability of these soils for building sites are soil wetness and permeability in nearly level areas and slope and permeability in gently sloping and moderately sloping areas. Capability class VIII; woodland suitability subclass 3o.