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HomeMy WebLinkAboutDrainage Initial Report o u U D U ,J U U o U o Initial Drainage Report , r for The Shoppes at Providence Phase 2 Development Plan Carmel, Indiana Prepared for: r-' U U U Buckingham Companies, AMO 333 N. Pennsylvania Street, 10th Floor Indianapolis, Indiana 46204 r- 1 U U o U U EMH&T Project No. 2007-1168 Prepared by: EMH&T, Inc. 7400 N. Shadeland Ave. Suite 150 Indianapolis. IN 46250 {317l 913-6930 Fax (317-913-6928 July 19, 2007 u u u u [J J C U U U D U o D o D o U [j INITIAL DRAINAGE DESIGN REPORT for The Shoppes at Providence - Phase 2 Development Plan TABLE OF CONTENTS 1.0 Introduction 1.1 Project Description 1.2 Scope of Report 1.3 Existing Conditions 2.0 Hydrologic Method 3.0 Pre-Developed Drainage Conditions 4.0 Post-Developed Drainage Conditions 5.0 Conclusions Exhibit - Utility Plan Appendix A - Revised Drainage Design Report for Providence at Old Meridian (prepared by Paull. Cripe, Inc., dated April 1, 2003) o o o INITIAL DRAINAGE DESIGN REPORT for The SB1(~ppes at Providence - Phase :2 Development Plan 'l U 1.0 Introduction D D This report outlines the Initial design of the storm water management system to serve the proposed Shoppes at Providence - Phase 2 in Carmel, Indiana. The scope of the report is to identify the design parameters for the storm water management system that will serve this portion of the development and is being filed in conjunction with the Preliminary Development Plans for this project dated July 19, 2007. The project is located within the City of Carmel and is therefore subject to the design requirements of Carmel's Stormwater Ordinance and Design Manual. This report is preliminary in nature. A more detailed report with design calcul~tions for the various stormwater management, quality. and conveyance systems will be submitted with the Final Construction Plans for this project. D u u o D U D o o o u u o 1. 1 Project Description This report outlines the preliminary design of the stormwater management system for the Shoppes at Providence - Phase 2, a proposed 45,600 sf mixed residential / commerclal development to be constructed on a 1.263-acre parcel of a 2.524-acre site located at on Old Meridian Street north of Carmel Drive in Carmel, Indiana as part of the Providence at Old Meridian development. Providence at Old Meridian is a masterplanned residential/commercial development with utilities and regional stormwater detention in place for the entire planned development. The overall development was designed in the early 2000's with Phase 1 of the Shoppes at Providence designed in 2005 and construction having been recently completed. The subject site is bounded by The Shoppes at Providence - Phase 1 to the north, Providence at Old Meridian multi-family housing to the east, Shepherd Insurance Agency Office Park to the south, and Old Meridian Street to the west along with a Meijer Store developl1)ent beyond. The project being undertaken by Buckingham Companies, AMO will serve as a continuation of the company's masterplan for Providence at Old Meridian. Buckingham Companies is pursuing LEED-NC certification for this project and will incorporate "green" technologies and methodologies throughout. 1.2 Scope of Report This report summarizes the preliminary design for the overall storm water management system for the proposed development which consists of a storm sewer collection system and 3 separate water quality structures. No detention is provided on site as the project will be served by a regional masterplanned detention pond serving Providence at Old Meridian (refer to Appendix A - Revised Drainage Design Report). Final water quality calculations and pipe sizing calculations for the storm sewers will be provided during the final construction design submittal. Pipes will be sized to convey the peak flow imparted by a 1 Q-year freq uency storm event via gravity flow. o u INITIAL DRAINAGE DESIGN REPORT for TheShoppes at Providence - Phase 2 Development Plan o D U 1.3 Existing Conditions [J The 2.524-acre site is currently undeveloped aside from a temporary gravel parking area on the north end along Cranston Avenue. The remainder of the site is covered in grass with an open group of trees in the southwest corner and along Old Meridian Street. The FIRM Map Panel No. 18057C0207F dated February 19, 2003 indicates that a Flood Zone X (Unshaded) encompasses the entire site. On-site soils consist of Crosby silt loam. The majority of the site's current storm water sheet drains to the south toward the Shepherd Insurance Office and Carmel Drive where it is picked up by existing storm drainage systems. A pipe stubbed to the site has been provided in the development of the Providence at Old Meridian to serve as the outlet for the stormwater from the proposed project. This pipe conveys the runoff water via underground to the regional detention pond. D U U o 2.0 Hydrologic Method Final calculations for the site hydrology will be based on detailed analysis using TR55 methodology. These calculations will assess and illustrate the benefits derived from implementation of Low Impact Design (LID) Practices that will be incorporated into the design leading ultimately to LEED-NC certification. u ~ U U 3.0 Pre-Developed Drainage Analysis A hydrologic analysis of pre-developed conditions will be provided under the final drainage design report for this project. Since the site is served by an off-site regional detention pond, allowable release rates are not applicable to this project assuming the proposed development is consistent with that envisioned under the design of the regional pond. Off-Site No off-site runoff contribution to the subject site is envisioned. u o u [J o 4.0 Post-Developed Drainage Analysis The post-developed project site contains 2.524 acres of which approximately 0.654 acres will be within the Old Meridian Street ROW. Of the remaining 1.870 acres, 0.608 acres will remain undisturbed for future development. Thus, hydraulic calculations will be based on a 1.263-acre project site consistent with the disturbance area. An exact analysis will be calculated under the final report. u U D U U U U U o U U INITIAL DRAINAGE DESIGN REPORT for The Shoppes at Providence - Phase 2 Development Plan In order to meet the water quality requirements of Camel's Manual, 3 BMP's are proposed as follows: 0, Permeable Pavement for Southwest Drive and Parking Area (720 sf) ,It Permeable Pavement for East Parking Lot (3,060 sf) e Vegetated Bio-Swale Island in East Parking Lot (750 sf) Based on a teleconference with Ms. Amanda Foley of the Carmel Engineering Department held on July 12, 2007, we understand that her offjce will support a variance from the requirements of Carmel's ordinance for provision of two BMP's in series due to the fact that this project will be LEED-NC certified. This variance will be requested before the Carmel Board of Public Works during the final design phase of the project. 5.0 Conclusions The proposed design will utilize the existing regional detention pond serving the Providence at Old Meridian development for detention as provided for in the masterplan (refer to Appendix A). The design will incorporate a number of LID stormwater quality practices that will serve to meet the treatment requirements of Carmel's manual, assist in achieving LEED-NC certification, and will also significantly reduce peak flows leaving the site through flow rate and volume attenuation. u o u u u [J o u A more detailed design report will be prepared and submitted with the final construction plans for this project at a later date. u u u [J U lJ U U U U o u o INITIAL DRAINAGE DESIGN REPORT for The Shoppes at Providence - Phase 2 Development Plan EXHIBIT Utility Plan il U o U U U U -Ct(; M ~~ -~, ~, (!J :(;; 0', O'C;~ ~, fi.l ) :/76" ..p ,,-, (~:J~. 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UTILITY NOTES 1 I;:E~i:j:l ro l.IF.:".HmICAl,RECTRJC"LM.ao PLLJI'o1I:IN1J l'i..J'.NS RiH G.ONTIN\J.'\Th)N aF\.JTVTIE~ WITHIN 0 f'EET OF STRUCTURES :2 PAESSI.J'RE ~.iTILIIY !.V,INS ,o,ND 5E.R:VK-E LINES MAY NSS~ TO BE :l'SllILLE!J Al A (lEPTH GREJI.TER THAN THAT $PECIFIEQ OR 9KOViN ON Il1E ORJ>,WINGS 1(1 (:L.I:"'J< r.XISTIMG Nro ~,()I'O:;L:LJ CR055ING lJTlI.,n::s. Iii SUCH c:A$t;;:;, '1'1-11:: CC-t.(t'AACTOR S"A.LL IN:'>l#..LL '.'E~~iC"'L BEI'.tOS:~.s. f\cOlJI~i:O TD .o.C~It;\:E APF',;l~PRt...TE CL!OA_Vlf;lCE BET""Eel n-IE -CRm51~IG lJTlLITiE'5 3. :'-,MINI~Mo1I""JRI'::ON1..\u>fp""MTj(jN0f' lo.~El::T BElWEoU;I "'Al'ERll~IE'J4.rOS:EwER3 SHr\.LL ElE !.bl.I~TIl.INIO.O H ..lL lIMES A MltilMUI'.I VI::HIIL;JoJ.. ::iE::P^""", nON OF j8 INC"'E~ 8ET\.'l'EEM WATER UNES "'NU S,E:Wl::RS SH.....L BE MAINTAINED ,<;,T ';F!O$~I~l~$, IN TI11: e:1"~Nl 'f"V',; ""'11'.t1~~IJ S-EPAA,o.,IIQN F:EClu1R!:M!i:'ll S CtcN-hiC'T bE MEI, THE C~'NT'R/l.CTnR :.fW.L ~mLlz[ PRJ:::.SURC.P/"'!:: WlorrliPIPIC rort IHE SE"\iJ:~ ;>CO'P,DElJ',ll SA,9. ~ WJlrER M"'IN~ SI,ALL!:IE: INSIAttED WI n;;I, I.IINI~'I.JI.\.O~ :>4 INCI-U;:S: Of COVE" ~ MEASU'<EO ft'Q!,Il1i:; TQP~ me PIPE 10Tl-IE FINAL FIf;l15rtGAACle....OO\iE TJ-E PIPE 'HI1USIIJLOCl'iSORJQ'..;T l'\t:STM:f'JJ-S SI"Au.-eE 1j.J$iAi.LEDONAUW....1E~LItESA.T .:.utlEt.lD9, rE~:S,...,.O ioiYOIUNTS FER THI:': [jETAILS PiPE l.ENCiOl1S SHOvm A"~ ME"'-S-IJREO FROM CENTER TO ~Et.lTER 01' smIJCTlJRr:S 1<CI'lJNDr;[) Hl ''''t.:NEI''I'<:ESTFOOT_ i. PlPE t.E1'+GTriS SHQv.." tO~ ::3'fORIoA SE\r'I"ERS AHI; Mf.."'Jllrn?O TO nil:: [XJ'o,',flSlflrc:m HID t..'f ENll :S~CTIOj,JS 8 WHERE GRADE MOOIFIC...TIO-NS iCllT 00 rltL)A"t[ SHD'tI'NAWA(;!:.N1' IO"t:J\IS'llr'lGV,II.L\.'c EOI'i CO","f6."J'ID MAI'it-Ot..e C;o..STJI'IGS, THE V....I,.\.'I; \lOX c.ovl:~-S AN:O ~i"'-r-.tHCl..E c.asTINGoS SHAli BE .6.:JJl.!STEO nU5H WI-rn THE PROP-OSED GRADE S. AlJ.U~IMliMIS QI" -E;';~TIN(; "t'\NIiOu:~"':SllN~S 'TOGR.oI.OETOAMAAI"~Jlo,la 1:2IHCI-lES SHA-LL llt; !.lADE; USING PRECAST CClNCF1'EiE '!"OJtlSTINCi rm,l(i!; rnOVID!:::D fl-fl: ,DIN. HEJ{;l-lT (,1' l);I!lTING AND NEW ,o.uJ\J::>lIHG HING8 OOES NOT E"-CEED 'lIHGHES , I'. iO. ,I.()JIJ.~'T'tJ!;:NT~or_r..A.51INGSWHi:'I-tE.I"iE 10 ,.... I"<l:::IGHTDF":o-Ju:srr.ll3J<ING&..'rVC-\JlDEAGEEDi1 Nh J ". INGHt:8 Sl-lJoJ..l.. 3E M,o.DE BY REPL....G.lNG THE CONE ".NIYOR BAARlOL.SECnor,l OF lHE -:;mUCT\.iR~. ':_ il. 1'''',Vt.Mt::~ll:i, WAL.K.::>. CuFlItS...,.,O OTtiE:Fl Sl;Fl:F4.C-E IIIIPFilQ\.'t:IlENTS REOOI*'JNG J;lEMOV"'l FOR . lIoI5T,oi.U,,)or~1oI OF l.JN'DER.GRo\.mo UTILITIeS SI-(II.U ee RESiORED -'-D THEIR PRESENt CONLlITION " IJNl ESS OTIlllNflS[ SHO'II'.'N 1~, Uol..JiHdLE; C"'-S-'IN.':l:'l L-QCo\. TEO Wlll-iIN ....SPriALT PA\lEI.I'F.r-.tT .o\REAS SI-lAU IriGLlJDE 11 Cot/CRETE I'AVEO CUl.lAR E:Xll:NUING A MIHIWM OF 111'HGI-lES 1M- ~L Dl.RECTIOIoIS FROM Ili:E EOGE OF TI"'E ~ CAST'ING PER THE DETM.-S. ,~ [ !, I : I I , , ! , J . , I ,I 'I i/'I i/'" , I I _Ln LEGENP OF I'~,?I'OSEP UTILITY IMI'~OVEMENTS o.E5C-R1P1ll)N -SANITAA"l'SlXiERS STRUCTURE "UMB-E~ R;11v. ELEVA.TlQN tHVEf1:' ELE\I....TION P'1F'EWTTHStZEA-S:StiOVt'N FORCE .Nd.. "'" ""~825_-:''1 IEl!;2lm """"'" 1(;) LA n:HAL SIZf AS Sl-IVWH o..e~OIJT STOflM SEWERS ~'n~uc f\JH( M.J Wi; f{ RIM ELEVA'l'iOI'I INVEFn:ELEVATON 1-'11'1. ',','1 TH sr" AS 'lii1"tQlM-l cae lDO"') 1,1~1~"~ 5-~ C~ "TIa >-..- ~llR-5IJ"r...cr.{}ft"'-l!l . SIn: ~ SHDWl-I i..-".rERAL INLErS END SECTION W,jo.Nt-!OI..1; ROOF l:PRAIM.' [}()'WN"POlfl SW"-l...:E I now UNE U.J-cJ'-.HWI WIoT[J<lINE iII'...T'ERl.INE-S-LZE....-:;St4Q'...~ IIIIlI m Ei .. CI c.o.~ I I I B-EIKtS F'lnlNGS .-.--< *' 11 . <'t:t ... WH ...".,. "IF!E~ )> .., . A "It )If B.L(liN(IS'-;:"'SSE~L... POST II'IOIo.TOfi VALVE (PN) f-'ltlt'U€I'I, CONf'1t::Clw ...., (i,l,.5L1lo1E-SI;:E1\8'S~ GASI\'I"rER G..o.s V,"-LVE LLLC"TIOC BURlEO ELECTRIC ur.tE ~RW.I::U~c;.TRfC. 1l1AHSF DRJ.LH ~D>NER PO....E Pl\RKtI'fGLOTUGHTING .6.F1'E:...UGI-fTlfoiO ""'" ...W>.I~ r-r..'AG TlI.EP~1;; AlI-l"",-L lELEl'HVNElIliE :S1J~I~[). TELEPHONE G(' CH -.- IT " l); t;! o f<ij . ""'" . eN, -f- ~ PEVESIAl NOTES; Sf!:: ExiSTING; COJ.i[llr~S PLkN F~ E:xISTII-lG; uHu1''f LfG-EhlD. E.X1-S11l'i'';; U11Llh Llt<E lTt"ES.o.H:f rKJfI::UWlll1lrttl'IACK.!iTS. NOTE: PRELlMINAR'f DEVELa~MEHT PLANS -NOT FOR CONSTRUCTION'"' DETAILED C:ONSTRUCTION PLANS TO BE SIJBMITT[[) AT A LATER DATE, o BENCHMARK DATA "R.OJECT 1li:'U:~""I~K LISG_S, IJAillM IlEl'L:f.....,l,Rf{ Irt~0R11'..T10k1 ^ I:JHONZE f"LA TE 00 ):.. COft{'Rr:rr: "C:>S;i p;RO-~eCilN(l. I_~ ~fEi 00"" OF TI-IE GRlAA':iO. ';LIJN(; U..fi.31 ~F';:(l;,;lp.AATEl...2,aIAIt.ESf'.iORTHQf' 1i'fi:ER.sT^lE ~6S HID 0.7 ~:lE 'SOUTH ClF" n~<l 5TI<I;1::", ~~ : r:ET'.r..1:::s":" ::IF CErlTERLll>Il" SOUfH oou~ l)l.,1/E OF V.5,:Ji ~t-IJ ~EE E"'~T Of Ri'...,' FT:r1::'".c B_M_ ",LEVA-iON -" 6olli..1t> H:::;'VD l!lo~,. SITF 8fo~'-,;-'~1'-.f-l~, 1l~r '""lIT"\(" ('IN TOP ()F NQflTh'Wr:"T Aon "" FIAJ: rlYDAANT, LOC;,";:-EiJ ~ Tj.E [lA$7 $JDE O~ OLO ~trRI[}I,I,r-.t SfFll"J:T MU Tl'-, f"lI1ST liRE I-f'(DHNIt MOR7ri OF CAfl'JoI'EL DRIVt:. 1'1t.1 ~lrvU,(lH .1io.(I.r."i :;In'l'lEI'L'''I'--I'oII'\f{~ 11'\' CUT':O; ION rOf> a' NCf'l~:;~ C....p ~Ct. i ,)F ~"~ HIORA.NT, LOO..EIJ AT"TI-!E ~iOO<T1i SlOE Oi' CRAI'.tSTQN AVE.t'VC o.I~, ElEV4.T'O!'"l ~ 00-: a5 'I-flLEVMOLEY " S.l..'SC./oU ~ A.l~,:.STT...'O"'I..U ''''ORKJP-I(; t~"l'S DEFORE... 4.....-~qa2-'<J<.. A HJVDIGIT'-'-;-I-II=IAW ~2 ~-~ ~ II c...L~7Dl,LF'Fl'EE 1-800-428--5200 l ~HjFiCI\Ll50lJT.sl[.:EafINt}lN-l.' ~ o ~ '2 ~ o w ~ ~ o ~ .. o ~ 05 :EQ .. . ri'lii ~= Zo- .... .." ~~ u> :s;' i ~~ 0",'" ~ i~ ",u'" II: j~ <l: IOn "- "' 0:: "- ~ "" ~"'! ~IC;~ "f'Ma:E Ml'i"''' ~~t:'~ ~~~~ ~~~t ..,-t-I;; ~~ar ~Vl .1;W i ;:r:~ 02 Z;<<: ~o.. ~ uZ: PO P=!u ~ [li~ ~~~I~ ! ij;: ml, ~~nM' ~ ra!11 ~ ~~.s~ S nn!! jHc ~ L::.I~~ :!: N W (f) <{ I (L <( (/) W~ ZOo <C Z;;; ....J LU,.' n. 0 ~ ~ > 6 LU~a~ 220::0 n. (L ';! g ~ ~ ~ B oj- LU (L:> o (L ~ aU I (f) W :c I- ~~i-~~y 0:( No. '""V') ~~~. ~"'LW r.:-- DAd-/f! / z <r: .J D.. >- I- .J - I- ;:) EM"'T J(;;iNO, 2"007.1'58 DATE; CJl.19-07 SCALE: 1;-= 20' - -- , SHEET No C3aO o o u o o o o u o u o o u U lJ D lJ U U INITIAL DRAINAGE DESIGN REPORT for The Shoppes at Providence - Phase 2 Development Plan APPENDIX A Revised Drainage Design Report for Providence at Old Meridian (April 1 , 2003) u REVISED DRAINAGE DESIGN REPORT FOR Providence atOld Meridian i D~ j d u , i Y o I , d I o ~ .I U r I U o o o o o o u CARMEL, INDIANA Prepared for Buckingham Companies 333 N. Pennsylvania St. 10th Floor Indianapolis, Indiana 46204 ~~ Paul E. Donica, P.E. INDIANA PE19900092 717.2 Graham Road Indianapolis, IN ~250 Phol1e: (317)842-6777 FAX: (317)841-4798 VM'W.piCripe.com 0:120011010394120200docsIOrainageIDRAINAG F r.OVFR cine J~001 1l~\.lV: ~~S\J'\;'-i [J u Q". I ~ , U i o ~ ~ ~ ~ [I I ~ ~ y ~ l~ ~ ~ I U i I U REVISED DRAINAGE DESIGN REPORT For Providence at Old Meridian TABLE OF CONTENTS 1.0 Introduction..., .............. ....., ,....... ... ........ ........,...... .............. ............... 1 1.1 Project Description ...... ....... ...... ....:.. ...... ....... ...,... ....................... ...... ........1 1.2 Scope of Report .......................................................................................1 \ 2.0 Approved Master Drainage Plan and Its Changes ........................... 1 3.0 Proposed Master Drainage Plan ..................................................... 2 4.0 Conclusions........................ ........ ........................................,............ 2 FIGURE 1- Proposed Drainage Areas FIGURE2 - Portion of Carmel, Indiana FIRM APPENDIX A - Drainage Report for Providence at Old Meridian, March 8, 2000 APPENDIX B - Proposed Master Drainage Plan Calculations APPENDIX C - Proposed Pipe Calculations u U ~ q I ~ o I I ~ ~ ~ y i Y Y y ~ I U I, U I I r" U 1.0 Introduction This report outlines the proposed stormwater management system designed to serve the portion of the Providence at Old Meridian complex located south of the future intersection of Old Meridian Street and Grand Boulevard. The scope of the report identifies the design parameters for the stormwater detention ponds that selVe the site. The project is located within the jurisdictional boundaries of the City of Carmel. 1.1 Project Description The proposed development is located on 28.0+/- acres with a zoning of PUD in the Old Meridian District. The tract is bounded by Village zoning 01) to the west, Multi-Family zoning (MF) to the south and east, and Grand Boulevard will be to the north in the future, but it is currently manufacturing (M3) to the north. The project will consist of single-family attached dwelling with some commercial lots along Old Meridian Street. The proposed development will follow the standards of the Old Meridian District overlay. A portion of Community Panel Number 18057C0207F of the Flood Insurance Rate Map (FIRM) for Hamilton County, Indiana (map date effective February 19, 2003) is included as Figure 2. The project lies within Zone X. 1.2 Scope of Report This report summarizes the design for the proposed storrnwater management system for the entire watershed of the project. A master drainage plan for stormwater management was previously 'prepared by Mid-States Engineering, LtC on March 8, 2000. This plan was prepared for the City of Carmel and was approved by the Hamilton County Surveyors Office. A copy of the approved plan has been included in Appendix A. Due to changes in the proposed watershed delineation, this revised drainage plan has been proposed. The intent of the approved plan has been maintained. 2.0 Approved Master Drainage Plan and Its Changes The approved drainage plan incorporated two onsite and two offsite areas. The onsite areas consisted of approximately 17 acres going to a pond in the northeast portion of the site and 9 acres going to a dry detention basin in the south portion of the site. All offsite ,drainage was being routed through these ponds. The calculated 1 aO-year discharge for the northeast pond was 3.35 efs, The northeast pond is to be enlarged from the pond initially proposed to include an additional 1.95 acres of onsite runoff. This is due to the additional property acquired by Buckingham Properties, which they plan to develop with the rest of the site. The new discharge for this pond will be 3.84 cfs. In addition to the increased onsite area, the curve number (CN) has been increased to reflect the change from apartments to town homes, which would incorporate more impervious area. The same tc from the Mid-States report was used since the calculated tc was found to be less conservative than the number used by Mid-States. -1- D U U ~ ~ y y I W i U 1 U I rJ I [IJ ~ , o I U I lJ ~ U I ~ ~[j l 3.0 Proposed Master Drainage Plan The proposed master drainage plan is based on the intent of the approved master drainage plan and utilizes the same design criteria. The approved plan has been revised due to watershed re-configuration. The proposed master drainage p.lan calls for the existing northeast pond to be enlarged by 0.12 acres, for an additional 0.27 acre-ft of storage. Since the developed watershed was modified, the required storage volume in the existing pond was no longer available using the old pond configuration. In order to provide the required storage volume, the pond is to be enlarged and bermed in the lower lying areas to accommodate the increase in the 1 aD-year water surface elevation. The normal pool elevation for the proposed pond remains at 844.50 (See Exhibit 1 and 2 in Appendix B). The 100-year water surface for the proposed plan will still meet the criteria of a 2' minimum freeboard between the water surface and finished floor elevation of both the existing apartment buildings and the proposed town homes. At the request of Hamilton County Surveyors Office, the allowable discharge was calculated as 0.25 ds per acre of developed for this area, located in the Fertig Regulated Drain Watershed. Mid-States engineering had previously calculated the release rate for the northeast pond to be 3.35 efs. With the addition of the 1.95 acres, th is brought the allowable release rate to 3.84 cfs. Approved Plan Proposed Plan 100-Year 100-Year Water Surface Water Surface Existing Pond 848.87 Modified Pond 849.91 Allowable Release Rate Proposed Plan Storm Return Event (Fertig Regulated Drain) Release Rate (ds) (efs) 1 DO-Year 3.84 3.82 Appendix B contains a detailed breakdown of the Proposed Master Drainage Plan. 4.0 Conclusions The stormwater runoff from the" proposed Providence at Old Meridian development is designed to be routed and detained in the modified pond located in the development. The wet detention pond has been designed to provide the necessary storage volume and comply with the original approved master drainage plan for the Providence at Old Meridian release rate. Consequently, no adverse impacts are anticipated from this development. -2- .I .I ~_ :..- . '".Jr . ". .,.' , '1-.' , . oJ .,.., , I I N I I I I I I I . I I I I I I I I I 1.95 ACRES ONSITE :seAL[, N rs I __ '- - ---GRAN~9\lLEV ARU-- - - - - - - if) u... u... o (f) 1-' W /:Q//, ~~P~H.701 ii I · I rO ~ ':::.7~ ~i J I I ,:-' ~I (V) A;:Jml~/.l-3'f8I:!l.J:;:=i'i ~f >=< ,w. ....... -=-.- -or -\TUltbrl~nc-'- ~j] ,0- -,,- -[1J_IY c:i "-. - ..! iJ'~.".u:, . ktif t J f I ~ I li~n~ hh~! s ., ~ ... 5!'r o~u ~-<~f. O:~>iJl ~~if ~.r"'Jl- 5e:]:.:~ ~IL~OI ;::~J.3 ~~~ <;f:' 5 ~~~} d~ "~~ ""U~ - ~ ~ 't K I I,; g ~ G:CI; ~ a5tl (5 ~-.... ~ ~ 8 ~~ ... ... S <- ~<.gk Q i g>,H ~ .~.f6 ~' Z,S Q g~ 2t c:Q'" ~ ;, T .,. s I ano.. ..... -.. -- -~ RGURE-1 ... Will! ""lliii'!'J.I-20200 0:; Cl ~ 0: ~ '- c: P LlJ lot Z ;r; 0: "Z u:: IJl ~ -' UJ Z "" I- ~ ...J a: EMERSON RD 0': 0:; o ZONE X ill Z OC' w :r:; B MAlN 51 "-- I 1 o a: --- Cl a; WILSON OR ~ ~- I City of Carmel 180081 o 0:; o u.. -' 5 Cl <1; z ;is ...J >- (j) z z UJ 0. 'NY DR N RANSBURG SHEA CT rr: o "" <:( o lllO !: ~ ~ TIMBER CREEK CIR JOI~jS r,^JJ~L 92(}1) ~ APPROXIMATE SCALE 500 0 I-------i t---1 f--I 500 FEET I Z ...J ~ w a:- u <{ o o ~ FIRM FLOOD INSURANCE RATE MAP HAMILTON COUNTY, INDIANA AND INCORPORATED AREAS (SEE MAl' INDEX FOR PANELS NOT PR1NTEOi NUMBER PANEL ~ 180M! 020] F 1aOOl3Q 021)7 F 1000~ a~ F ;; t;; o z o :;Il Noliee to lMo": Tho MAP NUMBER shOWll bOlow shoold ~ .sed wile' p13clny map orders; the COMMUNrrf NUMBER shown ~ 9IJuld bo u:.ed en insumnce applk2.tkms fur tile ~ubJect rommunity. MAP NUMBER 18057C0201F EFFECTIVE DATE: FEBRUARY 19r 2003 Federal Emergency Management Agency I FH3URE.2 This Is an official copy of a portion of the a!:>Ow referenced ~ood map_ It was" extracted using F"-Mrron-Une. ThrG map does not refte-::1; changes or a!l1endments vm]ch may ha~ been made subsequent to the date: on the title ~OCK. Fer the latest proQuo:::t information abo:.rt National Flood InsurallCe Program nond maps cheCK the FEMA Flood Map Store at \WM'.msc.fema.~"" o j ~ [J I I o U I. U I ~ U U I D i i ~ I ~ ~ - L U i U I I U l U APPENDIX A Drainage Report for Providence at Old Meridian . Dated: March 8, 2000. ~, U I . 1 U u. -'~' J: ;--1 . 0:-1 U'~'r . U < I' .. t I '.-.:- . - .STORlYIW ATER ANAL YSIS.SUMlVlARY '. ~ROVIDENCE ATOLD'lvtERlDIAN , ~.:! ... YU. D'~ I. I '. . . .' I . n. ~ ,.. y ~. I, ,':':.'. . l~'_I: - ~ J . :1. ", ... "I .." y:[ I':: y 9 i..... . ~: : dl,', ' I r, .. I [' ). 1 ~ ~" I .. i (~ J' U.,. I . l' I ~..J 1 .~ 1 -' U ' . . .' . MSE JOB No. 111-1150 . " . . , - 1', ""_ .' ,--. . . , ". ".:. ",<.-:-... . .' . '- ,'. '-. ..". " ". . ....... .',.- ;. -.' '-'-". ..... . .", ." '. . "-, .' ~ .., . ..., ," ..' "". . ;, . ., - -. .,', " , " .. PREPARED BY:' MID-STATES ENGINEERING, LLC , . 350 E ~ew York Street " ' , Suite 300 '. ' ,Indianapolis, IN 46240 ,March 8,2000 . t:ARMEL elf), ENGINEER..' lC1ViC SQUARE, '/', " . '(;^~~niL. rN 46032 /" .__~J U":~~,. . ,j'~ . ! " . u -', , l .,' D .'r, I l, " ii'" :;1 U j- [' I ':1 I,. Lt: ,: I. L1' ~l ~j-" : I' j....: 0'.::[ i I' ::' ,'. D'; '.i . './ .1 .~ .:.- f . '" :',-' ~I ~..........I w.." I . ~.. I [I ! J I I -jj. U I I ,1. I LJ ' ',: , , i, U ~ :TABLE OF CONTENTS . . , . 1.) Drainage Narrative' . 2.) Summary of Results , . , "'.' . 3.) N.E. Pond Post-Development Pond Routing Calculations 4J S.Pond'Post-Development Pond Routing Calculations: 5.) Hydrographs ' " 6.) Miscellaneous . -,' -. ," """ - " ..... " " - .-, -." <.;..-. ..... . , '.-- '" . - I.. . , ( :' '. , . , . ,-j ,.' . .. .' . :'~. , " u!' 01 ,=: '=1' \ '1 .:-f ,-," ~, CJ} .tc . '5: )~.~ , '::P :0 '. -< [j."-j L ":1:': .t" I I, i ~... q~ i ~i Y I ,', .1, Ul... I .' ~... I q ! [) i. J U I o - '. '. "/. '. J .J. I, I. I. '1" '1' "~. ~,. , I. ',:i 'r '1. '. ". ~I" i " : J. I I ,. .J 'I' I i 1:- i I' -.t. ~. ~'."'.'. " i. ! . . "'~ . Y9 ~. 9....1 ~'r [1 "1'" r,1..1 ~ 1 .. 'W"I j. ." , '. : I: . '., I ..,. '. y... i ".. ',' ..... y1d ........ y.t' ~:T., .. [r .. ~...:I''': iI' : r I' f}- r' f,- '1'" IJ~,. f' I J~ ('. DRAINAGE NARRATIVE. ' , The s~bjectsit.e is located riortb of the 0tersectioll orearmel Drive and Old Meridian Street withintheCity of ClltineL The majority of the s~te is :urre'ntlyoccupied by mature:?:ees with open fields! ~'l1I grass and a wetIa~d~ in the e~stern. portion 0 f the, site. A 23 acre offsite ~atershed flows oU:to th~ site n'e~ the ptoposed northern ~ntrance'~t Old MendiaiJ. Street l. , , Stormwater fi:o~ this watershed and much of theonsite'area flows to. the southeast with '. . " discharge into a ditch'~d existirig 42~ui-ch storm ~e~er pipe Iocited o~:the Arbors or . . Carmel aFartment,site. Asmall~ffsitewatershed of 0,93 acres flows .ont.o the suhje~t site , ftolJi the east,dntiI~g irito't.h~. existing wetlands. SoiItypes' for this. site are Brooks,ton' md'.. ___:.': ',C~o~by~ .The ~nriIe :site ibviti#zon~C(areas' of miniriial floodiiig) A.~ delineated orttbe....:...:'. ',,' :,' FEtvLi\Fr:RM preri~~ly submittedfor'iliis ~ea..., . , ,.... c.'. , , -. Th~ 'propos'ed '.sto~.~at;i dr~~a~e sys'te~ for the' ~~oj,ect incl~d~s the co~~c~o~' of'~ i' < .:" .: a~r<e' r~~~ntion }),~~d ~~d'~ ~~~li ~ryde~en.ti6n a~~a. j~e '~'rrsiiT' are~.\vil!. b~_'routed"" .-. ' tlITough.thesmall so~ili: p'ond~. T~e pond '~ddr)f d~t'~ntro~~ea o:utletseparate.ly~tthe :.::' .'e~isting'ditch~andpip~ o'~':the hb6~spr6p~rty'.:Th~all~wabl~;ele~'erate d~ringaIOq~ , "..'.....:,year.sto~m s~enario.waicai.~~lat~da~O.25 'ds 'pe~ acre ~f deveI~~e~ propertY~' .. - ... -' .-:- .-. . '. ' . .... - '. '.," < .- . .' .. . ".. '. ." requested by the Hamiiton' County Surveyors- Office for projects..\Yithinthe fertig . Regulated Drain ~vatershed. I.ndividual storIDsewer pipes.pave been designed to ,'. acconmiodate a lO~ye<:l-rstorm eve~t using the Rational meth~d and Manning's equation. . '-, ' ~. , ,For more information and docl.I:ffientation reiar~ing location'apdundevelopedconditions . refer to the drainage report pr~Yiously submitted. This report is a revision of the . proposed design including all.the calculations anddata as requested. The software TR-55 , and POND 2 were used to simulate the functions and efficiency of all proposed retention . . . . . and detention systems. . :'.. Ul I 01 I U I ~ APPENDIX B Proposed Master Drainage Report Calculations ~ ~ ~ ~ ~ ~ ~ ~ l) i U U o Table of Contents i LJ Table of Contents u ********************** MASTER S~ARY ***"'''''''''''''''''''**'''*'''''''''''''''''''''* watershed... .... Master Network Summary..... ... ..... 1.01 u *"'************- NETWORK SUMMARIES (DETAILED) ***"''''''''''*'''''''''''''''** o Watershed. . . . . .. A.. 2 Executive Summary (Nodes) Executive Summary (Links) 2.01 2.02 u Watershed. . . . . .. A.. 10 Executive Summary (Nodes) ... .... ... Executive Summary (Links) ... ....... Network Cales Sequence... ..... ..... 2.03 2.04 2.05 D Watershed. .... .. A. .100 Executive Summary (Nodes) Executive Summary (Links) 2.07 2.08 (, W ~ Y ~ [~ ~ ~ ~ ~ ~ ~ Q ****************** DESIGN STORMS SUMMARY ***"'******"'''''''*'''*'''** Hamilton Co..... Design. Storms ............... _ _ . . . .. 3.01 Hamilton Co. . . .. A. .100 Design Storms ...................... 3.02 ****************"'***** RAINFALL DATA ********"'*"'**"'*"'."'''''''''''''* TypeII 24hr.... A.. 2 Synthetic Curve.... ...... _.. ....... Synthetic Cumulative Depth ......... 4.01 4.03 Type I I 24hr.... A.. 10 synthet ic Curve .................... 4.05 SiN: 321DOSA070C9 Pond Pack Ver. 8.0058 paul I. Cripe, Inc. Compute Time: 14:02:SS Date: 02/DD/YYYY u Table of Contents ii u Table of Contents (continued) Synthetic Cumulative Depth. ........ 4.07 u TypeII 24hr.... A. .100 Synthetic Curve .................... Synthetic Cumulative Depth. ........ 4.09 4.11 u ********************** TC CALCULATIONS ********************* u OFFSITE...... ... Tc Cales 5.01 ONSITE...... .... Tc Cales 5.03 o I ~ 1\ 1 ~ ~ ~ ~ ~ ~ ~ y y Q I U I ********************** CN CALCULATIONS ********************* OFFSITE......... Runoff CN-Area 6.01 ONSITE... ....... Runoff CN-Area. 6.02 *********************** POND VOLUMES *********************** NE POND......... Vol: Elev-Area ..................... 7.01 ****......**..********** OUTLET STRUCTURES ..******************** Outlet 1........ Outlet Input Data .................. Individual Outlet Curves ... ..... ... Composite Rating Curve.. ....... .... 8.01 8.03 8.04 *****************..***** POND ROUTING ************..***..*....*** 8" PIPE.... ..... A.. 2 Diverted Hydrograph .... ............ 9.01 SIN: 321D05A070C9 pondpack VeT. 8.005B Paul I. Cripe, Inc. Compute Time: 14:02:58 Date: 02/DD!YYYY J Table of Contents J Table of Contents (continued) B" PIPE....._... A.. 10 Diverted Hydrograph ... ... .... ...... 8" PIPE......... A. .100 Diverted Hydrograph .......... ...... y y y y ~ ~ ~ ~ j NE POND NE POND... ... ... Pond E-V-Q Table ................... NE POND NE POND NE POND NE POND NE POND y y y U SiN: 321D05A07DC9 pondpack Ver. 8.0056 IN A.. 2 Node: Pond Inflow Summary _......... IN A.. 10 Node: Pond Inflow Summary.... ...... IN A. .100 Node: Pond Inflow Summary .... ...... OUT A. . 2 Pond Routing Summary. .............. Pond Routed HYG (total. out) ........ OUT A.. 10 Pond Routing Summary ................ Pond Routed HYG (total out) ........ OUT A. .100 Pond Routing Summary ..... ....... ... Pond Routed HYG (total out) ... ..... paul T. Cripe. Inc. Compute Time: 14:02:5S iii 9.08 9.16 9.25 9.26 9.29 9.32 9.35 9.36 9.43 9.44 9.52 9.53 Date: 02!DD/YYYY u u Type. ... Master Network Summary Name.... Watershed File.... C:\WINDOWS\Desktop\NE POND PROPOSED.PPW Page 1.01 MASTER DESIGN STORM SUMMARY u Network Storm Collection: Hamilton Co. u ~ ~ ~ ~ ~ ~ ~ ~ ~ y y ~ y y ~ Return Event Total Depth in Rainfall Type RNF ID A. .100 A.. 2 A.. 10 5.7500 2.9500 4.1500 Synthetic Curve Synthetic Curve Synthetic Curve TypeII Type II Type II 24hr 24hr 24hr MASTER NETWORK SUMMARY ses Unit Hydrograph Method (*Node~Outfall; +Node~Diversion;) (Trun= HYG Truncation: Blank=None; L=Left; R~Rt; LR=Left&Rt) Max Return HYG Vol Qpeak Qpeak Max WSEL Pond Storage Node ID Type Event ac-ft Trun hrs cfs ft ac-ft ----------------- ---------- -------~~ -------- -------- ------------- *18" PIPE SYSTEM JCT 100 7.991 14.5000 3.82 *18" PIPE SYSTEM JeT 2 3.533 14.3500 2.46 *18" PIPE SYSTEM JeT 10 5.421 14.4500 3.13 NE POND IN POND 100 7.993 12.3000 79.28 NE POND IN POND 2 3.535 12.3000 36.38 NE POND IN POND 10 5.424 12.3000 54.81 NE POND OUT POND 100 7.991 14.5000 3.82 849.91 5.621 ME POND OUT POND 2 3.533 14.3500 2.46 846.94 2.340 NE POND OUT POND 10 5.421 14.4500 3.13 848.24 3.714 OFFSITE AREA 100 .202 12.4000 1.90 OFFSITE AREA 2 .053 12.4000 .43 OFFSITE AREA 10 .111 12.4000 1. 00 ONSITE AREA 100 7.791 12.3000 77.50 ONSITE AREA 2 3.482 12.3000 36.01 ONSITE AREA 10 5.313 12.3000 53.n SiN: 321D05A070C9 Pondpack Vcr. 8.00S8 Paul I_ cripe. Inc. Compute Time, 14,02,SS Date; 02!DD/yYyy [j u u o ~ o I ~ ~ ~ y ~ ~ y y y y y i 1 lr y Type.... Executive Summary (Nodes) Name. ... Watershed File.... C:\WINDOWS\Desktop\NE POND. PROPOSED.PPW Storm... TypeII 24hr Tag: A.. 2 page 2.01 Event: 2 yr NETWORK SUMMARY -- NODES (Trun.= HYG Truncation: Blank~None; L=Left; R=Rt; LR=Left & Rt) DEFAULT Design Storm File,ID = Hamilton Co. Storm Tag Name = A.. 2 Data Type. File. 1D = Storm Frequency Total Rainfall Depth= Duration Multiplier = Resulting Duration Resulting Start Time= Synthetic Storm Type II 24hr 2 yr 2.9500 in 1 24.0000 hrs .0000 hrs Step= .1000 hrs End= 24.0000 hrs HYG Vol Qpeak Qpeak Max WSEL Node ID Type ac-ft Trun. hrs cfs ft ~-~~---~--------- --~-~----- --~--~--- -------- ~-------- Outfall 18" PIPE SYSTEM JCT 3.533 14.3500 2.46 NE POND IN POND 3.535 12.3000 35.38 NE POND OUT POND 3.533 14.3500 2.46 846.94 OFFSITE AREA .053 12.4000 .43 ONSITE AREA 3.482 12.3000 36.01 SIN: 321D05A070C9 pondpacK Ver. 8.0058 Paul I. Cripe, Inc. Compute Time: 14:02,SS Date, 02/DD/YTIY Ul u Type.... Executive Summary (Links) Name.... Watershed File.... C:\WINDOWS\Desktop\NE POND PROPOSED.PPW Storm. .. Type!! 24hr Tag: A.. 2 Page 2.02 Event: 2 yr D NETWORK SU~Y -- LINKS (UN~Upstream Node; DL~DNstream End of Link; DN;DNstream Node) (Trun.= HYG Truncation: Blank~None; L~Left; R=Rt; LR~Left & Rt) DEFAULT Design Storm File,ID : Hamilton Co. 01 Storm Tag Name ~ A.. 2 ------------------------~-----------------------------~------------- o Data Type, File, 10 ~ Storm Frequency Total Rainfall Depth= Duration Multiplier: Resulting Duration Resulting Start Time= Synthetic Storm 2 yr 2.9500 in 1 24.0000 hrs .0000 hrs Step: TypeII 24hr " L .1000 hrs End: 24.0000 hrs HYG Vol Peak Time Peak Q Link 10 Type ac-ft Trun. hrs cfs --------~---~--- ----~------ ---~--- ~~------ 8" PIPE PONDrt UN 3.535 12.3000 36.38 8" PIPE 3.533 14.3500 2.46 DL 3.533 14.3500 2.46 DN 3.533 14.3500 2.46 End Points NE POND IN NE POND OUT 18" PIPE SYSTEM L ADDHYD 1 ADD UN 3.482 12.3000 DL 3.482 12.3000 DN 3.535 12.3000 ADDHYD 2 ADD UN .053 12.4000 DL .053 12.4000 ON 3.535 12.3000 36.01 ONSITE 36.01 J 6 . 38 NE POl-l1J IN .43 OFFSITE .43 36.38 NE POND IN ~ j U I ~ .~ ~ ~ y U u SIN: 32~D05A070C9 Pondpack Ver. 8.0058 Paul I. cripe, Inc. Compute Time; 14:02:85 Date; 02/0D/YYYY IJ u u D u ~ i ~ ~ ~ ~ y y y y [~ W I ~ U ! Type.... Executive Summary (Nodes) Name.... Watershed File.... C:\WINDOWS\Desktop\NE POND PROPOSED.PPW Storm. .. Type II 24hr' Tag: A.. 10 Page 2.03 Event: 10 yr NETWORK SUMMARY - - NODES (Trun.= HYG Truncation: Blank~None; L=Leftj R~Rt; LR~Left & Rt) DEFAULT Design Storm File,TD ~ Hamilton Co. Storm Tag Name .. A.. 10 -~--------------~-----------~----~---------------------------------- Data Type, File, 1D = Storm Frequency Total Rainfall Depth~ Duration MUltiplier ~ Resulting Duration Resulting Start Time= Synthetic Storm 10 yr 4.1500 in 1 24.0000 hrs .0000 hrs Step= Type II 24hr .1000 hrs End= 24.0000 hrs HYG Vol Qpeak Qpeak Max WSEL Node TD Type ac-ft Tnm. hrs cfs ft -------~~-------- ---------- --------- -~~~---- ~--~----- Outfall 18" PIPE SYSTEM JeT 5.421 14.4500 3.13 NE POND IN POND 5.424 12.3000 54.81 ME POND OUT POND 5.421 14.4500 3.13 848.24 OFFSITE AREA .111 12.4000 1.00 ONSITE AREA 5.313 12.3000 53.91 SIN: 321D05A070C9 pondpack Ver. 8.0058 Paul I. Cripe, Inc. Compute Time: 14:02:58 Date: 02!DD/YfYY u Type.".. Executive Summary (Links) Name.... Watershed File.... C:\WINDOWS\Desktop\NE POND PROPOSED.PPW Storm. .. TypeII 24hr Tag: A.. 10 Page 2.04 Event: 10 yr u o NETWORK SUMMARY -- LINKS (UN=Upstream Node; DL=DNstream End of Link; DN=DNstream Node) (Trun.= RYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) DEFAULT Design Storm File,ID = Hamilton Co. o Storm Tag Name = A.. 10 -~------~-----------------------------------------------~--~-----~~~ LJ Data Type, File, ID = Storm Frequency Total Rainfall Depth= Duration MUltiplier = Resulting Duration Resulting Start Time= Synthetic Storm 10 yr 4.1500 in 1 24,0000 hrs .0000 hrs Step= Type II 24hr [J .1000 hrs End= 24.0000 hr~ o HYG Vol Peak Time Peak Q Link ID Type ac-ft Trun. hrs cfs End Points ---------~------ - - - - - _.- - - -- ------- -~------ ---------------- 8" PIPE PONDrt UN 5.424 12.3000 54.81 NE POND IN 8" PIPE 5.421 14.4500 3.13 NE POND OUT DL 5.421 14.4500 3.13 DN 5.421 14 .4500 3.13 18" PIPE SYSTEM ADDHYD 1 ADD UN 5.313 12.3000 53.91 ONSITE DL 5.313 12.3000 53.91 DN 5.424 12.3000 54.81 NE POND IN ADDHYD 2 ADD UN .111 12.4000 1.00 OFFSITE DL .111 12.4000 1.00 DN 5.424 12.3000 54.81 NE POND IN o D [j ~ ~ y ~ ~ y y [j I W SiN: 321DOSA070C9 pondPack Ver. 8.0058 Paul I. Cripe. Inc. Compute Time: 11,02,SS Date: 02/0D/YYYY ] Type.... Network Cales Sequence Name.... Watershed File.... C:\WINDOWS\Desktop\NE POND PROPOSED.PPW Storm... TypeII 24hr Tag: A.. 10 u NETWORK RUNOFF NODE SEQUENCE u Page 2.05 Event: 10 yr Apply to Node =:=========~~=~~~~==~~;=~=~~~=====:==~=================~=~~==~~~==~======== Runoff Data Receiving Link u SCS UH ses UH ONS! TE OFFSITE =~=======~=======~=====~===~~==~~============~====;===~==========~=~======: ONSITE OFFSITE ONSITE OFFSITE Subarea Subarea o o o Q ~ ~ o o y ~ y ~ [~ o u SiN: 321D05A070C9 PondPack Ver. 8.0058 Paul I. Cripe, Inc. Compute Time: 14:02:88 Add Hyd Add Hyd Date, 02!DD!YY:YY J u Type.... Network Cales Sequence Name.... Watershed File.... C:\WINDOWS\Desktop\NE POND PROPOSED.PPW Storm... TypeII 24hr Tag: A.. 10 NETVIORK ROUTING SEQUENCE LJ Page 2.06 Event: 10 yr UPstream Node =======~=~-~~===========~~==~========~~~========~~~~======~;~============== Link Operation DNstream Node =========~==:===~==~====~==========~===~==~============~=====~=====;=~====; J Add Hyd ADDHYD 2 Add Hyd ADDHYD 1 Subarea OFFSITE Subarea ONSITE POND ROUTE TOTAL OUTFLOW. . . Total Pond Outflow Pond NE POND u SET POND ROUTING LINK TO TOTAL POND OUTFLOW... Outlet 8" PIPE Outflow NE POND OUT Jet o u D I ~ ~ ~ 1 ~ y ~. y y ~ ~ SiN: 321DOSA070C9 pondpack Ver. 8"0058 Paul I. Cripe, Inc. Comput~ Time: 14:02:55 Pond Pond IN NE POND NE POND IN IN Outflow NE POND OUT 18" PIFE SYSTEM Date: 02/DD/YYYY UI I '1 U Type.... Executive Summary (Nodes) Name. . .. WateL"shed File.... C:\WINDOWS\Desktop\NE POND PROPOSED.PPW Storm. .. TypeII 24hr Tag: A. .100 Page 2.07 Event: 100 YL" u NETWORK SUMMARY - - NODES (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) DEFAULT Design Storm File,ID ~ Hamilton Co. o StOL"m Tag Name = A..lOO ------------------------------------------------"-------------------- c Data Type, File, 1D = Storm Frequency Total Rainfall Depth= Duration Multiplier = Resulting Duration Resulting Start Time= Synthetic Storm 100 yr 5.7500 in 1 24.0000 hrs .0000 hrs Step=< Type II 24hr .1000 hrs End= 24.0000 hrs L HYG Vol Qpeak Qpeak Max WSEL Node ID Type ac-ft Trun. hrs cfs ft -----------~----- ---------- -~-~~---- ~--~---- --------- Outfall 18" PIPE SYSTEM JeT 7.991 14.5000 3.82 NE POND IN POND 7.993 12.3000 79.28 NE POND OUT POND 7.991 14.5000 3.82 849.91 OFFSITE AREA .202 12.4000 1. 90 ONSITE AREA 7.791 12.3000 77.50 c D [ L j y ~ ~ ~ ~ ~ SiN. 321D05A070C9 Pond pack Ver. B.0058 Paul I. Cripe, Inc. Compute ?ime: 14:02:55 Date: 02/DD/YYYY o lJ Type.... Executive Summary (Links) Name.... Watershed File.... C:\WINDOWS\Desktop\NE POND PROPOSED.PPW Storm... Type!! 24hr Tag: A..100 Page 2.08 Event: 100 yr NETWORK SUMMARY - - LINKS (UN=Upstream Node; DL=DNstream End of Link; DN=DNstream Node) (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) DEFAULT Design Storm File,ID = Hamilton Co. Storm Tag Name = A. .100 I ~ ~ ~ ~ I Type II 24hr -----~-----------------------~------------------------------~------- Data Type, File, ID = Storm Frequency Total Rainfall Depth= Duration Multiplier = Resulting Duration Resul ting Start" Time= Synthetic Storm 100 yr 5.7500 in 1 24.0000 hrs .0000 hrs Step= .1000 hrs End= 24.0000 hrs HYG Vol Peak Time Peak Q Link ID Type ac-ft Trwl. hrs cfs -~~-----~~------ ----------- ------- -------- 8" PIPE PONDrt UN 7.993 12.3000 79.28 8" PIPE 7.991 14.5000 3.82 DL 7.991 14.5000 3.82 DN 7.991 14.5000 3.82 ADDHYD 1 ADD UN 7.791 12.3000 77.50 DL 7.791 12.3000 77.50 DN 7.993 12.3000 79.28 ADDHYD 2 ADD UN .202 12.4000 1.90 DL .202 12.4000 1. 90 DN 7.993 12.3000 79.28 q U I ~ ~ ~ y o SiN: 321D05A070C9 PondPack Ver. B.0058 Paul I. Cripe, Inc. Compute Time: 14:02:88 End Points NE POND IN NE POND OUT 18" PIPE SYSTEM ONSITE NE POND IN OFFSITE NE POND IN Date: 02!DD!YYYY u Type. . .. Design Storms Name.... Hamilton Co. Page 3.01 o File.... C:\WINDOWS\Desktop\ Title... Project Date: 2/6/2003 Project Engineer: PAUL I. CRIPE, INC. Project Title: Providence at Old Meridian Project Comments: u DESIGN STORMS SUMMARY u Design Storm File,ID = Hamilton Co. Storm Tag Name '" A. .100 o --------------~-------------------~--------~------------~------------- r~ U Data Type, File, ID ~ Storm Frequency Total Rainfall Depth= Duration Multiplier ~ Resulting Duration Resulting Start Time= Synthetic Storm 100 yr 5,7500 in 1 24.0000 hrs .0000 hrs Step= Type II 24hr .1000 hrs End~ 24.0000 hrs o Storm Tag Name = A.. 2 ----~~~--~--~--~-------------~-----~--------------~------------------- u ~ ~ U I ~ ~] U I ~ ~ ~ y y Data Type, File, ID = Storm Frequency Total Rainfall Depth= Duration Multiplier '" Resulting Duration Resulting Start Time= Synt.hetic Storm 2 yr 2.9500 in 1 24.0000 hrs .0000 hrs Step= TypeII 24hr .1000 hrs End~ 24.0000 hrs Storm Tag Name = A.. 10 ---------------------------------~------------------------------------ Data Type, File, ID = Storm Frequency Total Rainfall Depth= Duration Multiplier = Resulting Duration Resulting Start Time= Synthetic Storm 10 yr 4.1500 in 1 24. 0000 hrs .0000 hrs Step= Typer I 24hr .1000 hrs End~ 24.0000 hrs SIN: 321D05A070C3 pondpack Ver. 8.0058 Paul I. Cripe, Inc. Comput@ Time, 14:02,SS Date: 02/DD/YYYY u u Type.... Design Storms Name.... Hamilton Co. File.... C:\WINDOWS\Desktop\ Storm... TypeIl 24hr Tag: A. .100 Page 3.02 Event: 100 yr u Design Storm File,ID = DESIGN STORMS SUMMARY Hamilton Co. u Storm Tag Name ----~----~-------~---------------------------------~----~-~~-------~~- Type II 24hr u Data Type, File, ID = Storm Frequency Total Rainfall Depth= Duration Multiplier = Resulting Duration Resulting Start Time= u Storm Tag Name D Data Type, File, ID ~ Storm Frequency Total Rainfall Depth= Duration Multiplier = Resulting Duration Resulting Start Time= u Storm Tag Name u Data Type, File, ID = Stonn Frequency Total Rainfall Depth= Duration Multiplier = Resulting Duration Resulting Start Time", u o j ~ ~ r ", 1 ~ U J W ! ~ ~ SIN: 321DOSA070C9 PondPack Ver. 8.0058 = A. .100 Synthetic Storm 100 yr 5.7500 in 1 24.0000 hrs .0000 hra Step~ .1000 hrs End= 24.0000 hra A.. 2 Synthetic Storm 2 yr 2.9500 in 1 24.0000 hrs .0000 hra Step= TypeII 24hr .1000 hra End= 24.0000 hra = A.. 10 Synthetic Storm Type I I 24hr 10 yr 4.1500 in 1 24.0000hrs .0000 hra Step= .1000 hrs End= 24.0000 hrs Paul I. Cripe, Inc. Compute Time: 14:02:$$ Date: 02./DD/YYYY U Type... . Synthetic Curve Page 4.01 Name... . TypeII 24hr Tag: A. . 2 U File... . C:\WINDOWS\Desktop\ CUMULATIVE RAINFALL FRACTIONS Time Output Time increment = .1000 hrs U hrs Time on left represents time for first value in each row. --------- ----~--~~--~----------------------~~------------------~----~-- .0000 .000 .000 .000 .000 .000 .5000 .000 .000 .000 .000 .000 1. 0000 .000 .000 .000 .000 .000 0 1. 5000 .000 .000 .000 .000 .000 2.0000 .001 .001 .002 .002 .003 2.5000 .004 .004 .005 .006 .008 3.0000 .009 .010 .012 .013 .015 3.5000 .016 .018 .020 .022 .024 4.0000 .026 .028 .031 .033 .036 4.5000 .038 .041 .044 .047 .050 5.0000 .053 .056 .059 .063 .066 5.5000 .070 .073 .077 .077 .077 6.0000 .077 .077 .077 .077 .077 6.5000 .077 .077 .077 .077 .077 7.0000 .077 .078 .079 .080 .081 7.5000 .083 .085 .088 .091 .094 8.0000 .097 .101 .105 .109 .114 8.5000 .119 .125 .130 .136 .138 9.0000 .138 .138 .138 .138 .138. 9.5000 .138 .138 .140 .144 .148 10.0000 .153 .160 .167 .176 .186 10.5000 .196 .196 .199 .204 .212 11.0000 .n3 .223 .225 .233 .248 11.5000 .270 .270 .290 .328 .376 12.0000 .475 .582 .651 .677 .707 12.5000 .716 .739 .758 .769 .774 13.0000 .774 .778 .787 .794 .798 13.5000 .799 .808 .819 .828 .836 14.0000 .843 .849 .853 .857 .860 14.5000 .861 -862 .862 .862 .862 15.0000 .862 .862 .862 .868 .873 15.5000 .879 .884 .889 .894 .898 16.0000 .902 .905 .909 .912 .914 U 16.5000 .917 .919 .920 .922 .923 17.0000 .923 .924 .924 .924 .924 17.5000 .924 .924 .924 .924; .924 18.0000 .924 .924 .924 .924 .925 18.5000 .929 .932 .936 .939 .942 U 19.0000 .946 .949 .952 .955 .958 19.5000 .960 -963 .966 .968 .970 20.0000 .973 .975 .977 .979 .981 i 20.5000 .983 .985 .986 .988 .989 Y 21.0000 .991 .992 .993 .994 .995 21.5000 .996 .997 .998 .998 .999 22.0000 .999 .999 1.000 1.000 1.000 22.5000 1.000 1.000 1.000 1.000 1.000 Y Y ~ y I 0 D SIN: 321DOSA07DC9 Paul I. Cripe. Inc. PondPack Ver. a.0058 Compute Time: 14:02:88 Date: 02!DD!YTfY , 1 r i LJ u Type.... Synthetic Curve Name.... TypeII 24hr Tag: A.. 2 File.... C:\WINDOWS\Desktop\ page 4.02 ~ruLATIVE RAINFALL FRACTIONS Time I Output Time increment = .1000 hrs hrs I Time on left represents time for first value in each row. --------- --~~-~---------------------------~--------~~---------~-------- 23.0000 I 1.000 1.000 1.000 LOOO 1.000 23.5000 I 1.000 1.000 LOOO 1.000 1.000 24.0000 I 1.000 o o u I I ~ ~ y ~ ~ r y r; ~ r ~ I:,] r Q y , (1 ~ SIN: 321D05A070C9 PondPack Ver. 8.0058 Paul I. Cripe, Inc. Compute Time: 14,02,s8 Date: 02/DD/YYYY JI [J LJ [' , u 'l U u J I ! U I Lu L' ~ l W I Y u I ~' rl. ~ Type.... Synthetic Cumulative Depth Name".. TypeII 24hr Tag: A., 2 File. '.. C:\WINDOWS\Desktop\ Storm... TypeII 24hr Tag: A.. 2 Page 4.03 Event: 2 yr CUMULATIVE RAINFALL DEPTIfS (in) Time I Output Time increment = .1000 hrs hrs I Time on left represents time for first value in each row. ------~-- -----~---------------------------------~---------------------~ .0000 I .0000 .0000 .0000 .0000 .0000 .5000 I .0000 ,0000 .0000 .0000 .0000 1.0000 .0000 .0000 .0000 .0000 .0000 1.5000 I .0000 .0000 .0001 .0004 .0011 2.0000 I .0020 .0032 .0046 .0063 .0083 2.5000 .0106 .0131 .0159 .0190 .0224 3.0000 I .0260 .0299 .0341 .0385 .0432 3.5000 , .0482 .0535 .0590 .0648 .0709 4.0000 I .0773 .0839 .0908 .0979 .1054 4.5000 [ .1131 .1211 .1293 .1379 .1467 5.0000 I .1558 .1651 .1747 .1846 .1948 5.5000 I .2052 .2159 .2269 .2269 .2269 6.0000 I .2269 .2269 .2269 .2269 .2269 6.5000 I .2269 .2269 .2269 .2269 .2269 7.0000 I .2276 .2293 .2319 .2355 .2400 7.5000 I .2454 .2518 .2591 .2674 .2766 8.0000 I .2867 .2978 .3098 .3228 .3367 8.5000 .3516 .3674 ,3841 .4018 .4059 9.0000 I .4059 .4059 .4059 .4059 .4059 9.5000 I .4059 .4085 .4145 .4236 .4361 10.0000 .4518 .4708 .4931 .5186 .5474 10.5000 I .5795 .5795 .5867 .6022 .6260 11.0000 I .6582 .6582 .6626 .6873 .7322 11. 5000 I .7973 .7973 .8541 .9686 1.1096 12.0000 I 1. 4022 1. 7158 1. 9216 1. 9977 2.0843 12.5000 2.1115 2.1800 2.2350 2.2698 2.2843 13.0000 I 2.2843 2.2943 2.3223 2.3420 2.3533 13.5000 I 2.3564 2.3842 2.4146 2.4418 2.4657 14.0000 I 2.4863 2.5037 2.5178 2.5286 2..53_~~___ --'14.50'00-r-- 2.5404;2-.5414- 2.5414 2.5414 2.5414 15.0000 I 2.5414 2.5414 2.5414 2.5596 2.5768 15.5000 I 2.5930 2.6083 2.6227 2.6362 2.6487 16.0000 I 2.6602 2.6708 2.6805 2.6892 2.6970 16.5000 I 2.7039 2.7098 2.7148 2.7188 2.7219 17.0000 2.7240 2.7252 2.7255 2.7255 2.7255 17.5000 I 2.7255 2.7255 2,7255 2.7255 2.7255 18.0000 2.7255 2.7255 2.7255 2.7255 2.7286 18.5000 2.7395 2.7500 2.7603 2.7704 2.7801 19.0000 I 2.7896 2.7988 2.8078 2.8164 2.8248 19.5000 I 2.8329 2.8408 2.8484 2.8557 2.8627 20.0000 I 2.8695 2.8760 2.8822 2.8881 2.8938 20.5000 I 2.8992 2.9043 2.9092 2.9137 2.9181 21.0000 2.9221 2.9259 2.9293 2.9326 2.9355 21.5000 I 2.9382 2.9406 2.9427 2.9446 2.9462 22.0000 2.9475 2.9485 2.9493 2.9498 2.9500 22 .5000 I 2.9500 2.9500 2.9500 2.9500 2.9500 SIN: 321D05A070C9 PondPack Ver. 8.0058 Paul I. Cripe, Inc, Comput.e Time: 14:02:55 Date: OZ/DD/YYYY u Type.... Synthetic Cumulative Depth Name.... Typell 24hr Tag: A.. 2 File.... C:\WINDOWS\Desktop\ Storm... TypeII 24hr Tag: A.. 2 Page 4.04 Event: 2 yr o u CUMULATIVE RAINFALL DEPTHS (in) Time I Output Time increment = .1000 hrs hrs I Time on left represents time for first value in each row. ---------1--------------------------------------------------------______ 23.0000 I 2.9500 2.9500 2.9500 2.9500 2.9500 23.5000 I 2.9500 2.9500 2.9500 2.9500 2.9500 24.0000 I 2.9500 u u o u y ~ y J U I I ~ ~ ~ ~ ~ D u SiN: 321DOSA070C9 Po~dPack Ver. 8.0058 Paul I. Cripe, Inc. Compute Time: 14:02:88 Date: 02!DDjyyyy u o Type.... Synthetic Curve Name. . .. TypeII 24hr Tag: A.. 10 File.... C:\WINDOWS\Desktop\ Page 4.05 u CUMULATIVE RAINFALL FRACTIONS Time I Output Time increment = .1000 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------_______ .0000 I .000 .000 .000 .000 .000 .5000 I .000 .000 .000 .000 .000 1.0000 I .000 .000 .000 .000 .000 1.5000 I .000 .000 .000 .000 .000 2.0000 I .001 .001 .002 .002 .003 2.5000 .004 .004 .005 .006 .008 3.0000 I .009 .010 .012 .013 .015 3.5000 I .016 .018 .020 .022 .024 4.0000' .026 .028 .031 .033 .036 4.5000 .038 .041 .044 .047 .050 5.0000 I .053 .056 .059 .063 .066 5.5000 I .070 .073 .077 .077 .077 6.0000 I .077 .077 .077 .077 .077 6.5000 .077 .077 .077 .077 .077 7.0000 I .077 .078 .079 .080 .081 7.5000 I .083 .085 .088 .091 .094 a.oooo .097 .101 .105 .109 .114 8.5000 .119 .125 .130 .136 .138 9.0000 I .138 .138 .138 .138 .138 9.5000 I .138 .138 .140 .144 .148 10.0000 I .153 .160 .167 .176 .186 10.5000 I .196 .196 .199 .204 .212 11.0000 I .223 .223 .225 .233 .248 1L5000 .270 .270 .290 .328 .376 12.0000 .475 .582 .651 .677 .707 12.5000 .716 .739 .758 .769 .774 13.0000 .774 .778 .787 .794 .798 13.5000 .799 .808 .819 .828 .836 14.0000 -843 .849 .853 .857 .860 14.5000 .861 .862 .862 .862 .862 15.0000 .862 .862 .862 .868 .873 15.5000 .879 .884 .889 .894 .898 16.0000 .902 .905 .909 -912 .914 16.5000 .917 .919 .920 .922 .923 17.0000 .923 .924 .924 .924 .924 17.5000 .924 .924 .924 .924 .924 18.0000 .924 .924 .924 .924 .925 18.5000 .929 .932 .936 .939 .942 19.0000 .946 .949 .952 .955 .958 19.5000 .950 .963 -.966 .968 .970 20.0000 .973 .975 .977 .979 .981 20.5000 .983 .985 .986 .988 .989 21.0000 .991 .992 .993 .994 .995 21.5000 .996 .997 .998 .998 .999 22.0000 .999 .999 1.000 1-000 1.000 22.5000 1.000 1.000 1.000 1.000 1.000 u o D [J u ~ o I y Y ~ y y \~ ~ ~ l~ S!N: 321DOSA070C9 pondpack Ver. 8.0058 Paul I. Cripe, Inc. Compute Time: 14:02:88 Date: 02!DD/YYYY lJ Type.... Synthetic Curve Name.... TyperI 24hr Tag: A.. 10 File.... C:\WINDOWS\Desktop\ Page 4.06 u CUMULATIVE RAINFALL FRACTIONS Time Output Time increment ~ .1000 hrs hrs I Time on left represents time for first value in each row. ---------1-----------------------------------------------------------___ 23.0000 I 1.000 1.000 1.000 1.000 1.000 23.5000 I 1.000 1.000 1.000 1.000 1.000 24.0000 I 1.000 u o .1 U u o o u ~ ~ ~ i o J y [~ o ~ o SiN; 321DOSA070C9 PondPack Ver. 8.0058 Paul I. Cripe, Inc. Compute Time; 14;02,88 Date; 02/DD/YYYY Li ~ ~ ~ ~ ~ y y y U Type.... Synthetic Cumulative Depth Name. ... TypeII 24hr Tag: A.. 10 File. ... C:\WINDOWS\Desktop\ Storm. .. TypeII 24hr Tag: A.. 10 Page 4.07 Event: 10 yr y y T u ~ r ' ~J I U CUMULATIVE R~INFALL DEPTHS (in) Time I Output Time increment ~ .1000 hrs hrs Time on left ~epresents time fo~ first value in each row. ---------1------------------------------------------------------________ .0000 I .0000 .0000 .0000 .0000 .0000 .5000 .0000 .0000 .0000 .0000 .0000 1.0000 .0000 .0000 .0000 .0000 .0000 1.5000 .0000 .0000 .0001 .0006 .0015 2.0000 .0028 .0044 .0065 .0089 .0117 2.5000 .0149 .0185 .0224 .0268 .0315 3.0000 .0366 .0421 .0479 .0542 .0608 3.5000 .0678 .0752 .0830 .0912 .0998 4.0000 .1087 .1180 .1277 .1378 .1483 4.5000 .1591 .1703 .1820 .1940 .2063 5.0000 .2191 .2323 .2458 .2597 .2740 5.5000 .2887 .3038 .3B2 .3l92 .3192 6.0000 .3192 .3192 .3192 .3192 -3192 6.5000 .3192 .3192 .3192 .3192 .3192 7.0000 .3202 .3226 .3263 .3313 .3376 7.5000 .3453 .3542 .3645 .3762 .3891 8.0000 .4034 .4190 .4359 .4541 .4737 8.5000 .4946 .5168 .5403 .5652 .5710 9.0000 .5710 .5710 .5110 .5710 .5710 9.5000 .5710 .5747 .5831 .5960 .6135 10.0000 .6356 .6623 .6937 .7296 .7701 10.5000 .8152 .8152 .8253 .8471 .8807 11.0000 .9259 .9259 .9322 .%69 1.0300 11.5000 1.1216 1.1216 1.2016 1.3626 1.5609 12.0000 1.9725 2.4137 2.7033 2.8103 2.9321 12.5000 2.9703 3.0668 3.1441 3.1930 3.2135 13.0000 3.2135 3.2276 3.2670 3.2946 3.3106 13.5000 3.3149 3.3540 3.3968 3.4351 3.46B7 14.0000 3.4977 3.5221 3.5419 3.5572 3.5678 14.5000 3.5738 3.5752 3.5752 3.5752 3.5752 15.0000 3.5752 3.5752 3.5752 3.6008 3.6249 15.5000 3.6478 3.6694 3.6896 3.7085 3.7261 16.0000 3.7423 3.7573 3.7709 3.7832 3.7941 16.5000 3.8038 3.8121 3.8191 3.8247 3.8291 17.0000 3.8321 3.B338 3.8341 3.8341 3.8341 17.5000 3.8341 3.8341 3.8341 3.8341 3.8341 18.0000 3.8341 3.8341 3.8341 3.8341 3.8386 18.5000 3.8538 3.8687 3.8832 3.8973 3.9110 19.0000 3.9244 3.9373 3.9499 3.9621 3.9739 19.5000 3.9853 3.9964 4.0070 4.0173 4.0272 20.0000 4.0367 4.0458 4.0546 4.0629 4.0709 20.5000 4.0785 4.0857 4.0926 4.0990 4.1051 21.0000 4.1107 4.1160 4.1209 4.1255 4.1296 21.5000 4.1334 4.1368 4.1398 4.1424 4.1446 22.0000 4.1464 4.1479 4.1490 4.1497 4.1500 22.5000 4.1500 4.1500 4.1500 4.1500 4.1500 r 1 U SiN; 321DOSA070C9 PondPack Ver. 8.0058 Paul I. Cripe, Ioc. Compute Time; 14;02;55 Date: 02!DD!YYYY Ui D! Type.... Synthetic Cumulative Depth Name.... Typell 24hr Tag: A.. 10 File.... C:\WINDOWS\Desktop\ Storm... TypeIl 24hr Tag: A.. 10 CUMuLATIVE RAINFALL DEPTHS (in) Time I Output Time increment = .1000 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 23.0000 I 4.1500 4.1500 4.1500 4.1500 4.1500 23.5000 I 4.1500 4.1500 4.1500 4.1500 4.1500 24.0000 4.1500 Page 4.08 Event: 10 yr [ L ~ q ~ ~ ~ ~ ~ ~ W SIN: 321DOSA010C9 PondPack Ver. 0.0058 Paul I. Cripe, Inc. Compute Time: 14:02:SS Date, 02/DD/YYYY u Type.... Synthetic Curve Name.... TyperI 24hr Tag: A..100 File. . .. C: \WINDOWS\Desktop\ Page 4- 09 w ~ y ~ ~ U J Y [J I ~ Y [~ ~ 'I U I [~ lJ i U I r U CUMULATIVE RAINFALL FRACTIONS Time I Output Time increment ~ .1000 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- .0000 I .000 .000 .000 .000 ,000 .5000 1 .000 .000 .000 .000 .000 1.0000 I .000 .000 .000 .000 .000 1.5000 f .000 .000 .000 .000 .000 2.0000 I .001 .001 .002 .002 .003 2.5000 I .004 .004 .005 .006 .008 3.0000 I .009 .010 .012 .013 .015 3.5000 I .016 .018 .020 .022 .024 4.0000 I .026 .028 .031 .033 .036 4.5000 I .038 .041 .044 .047 .050 5.0000 I .053 .056 .059 .063 .066 S.5000 I .070 .073 .077 .0.77 .077 6.0000 .077 .077 .077 .077 .077 6.5000 .077 .077 .077 .077 .077 7.0000 I .077 .078 .079 .080 .081 7.5000 I .083 .085 .088 .091 .094 B.OOOO I .097 .101 .105 .109 .114 8.5000 .119 .125 .130 .136 .138 9.0000 I .138 .138 .138 .138 .138 9.5000 I .138 .138 .140 .144 .148 10.0000 I .153 .160 .167 .176 .186 10.5000 I .196 .196 .199 .204 .212 11.0000 I .223 .223 .225 .233 .248 11.5000 I .:no .270 .290 .328 .376 12.0000 .475 .582 .651 .677 .707 12.5000 I .716 .739 .758 .769 .774 13.0000 I .774 .778 .787 .794 .798 13.5000 .799 .808 .819 .828 .836 14.0000 .843 .849 .853 .857 .860 14.5000 I .861 .862 .862 .862 .862 15.0000 I .862 .862 .862 .868 .873 15.5000 I .879 .884 .889 .894 .898 16.0000 I .902 .905 .909 .912 .914 26.5000 ) .917 .919 .920 .922 .923 27.0000 .923 .924 .924 .924 .924 17.5000 I .924 .924 .924 .924 .924 18.0000 I .924 .924 .924 .924 .925 18.5000 I .929 .932 .936 .939 .942 19.0000 .946 .949 .952 .955 .958 19.5000 I .960 .963 .966 .968 .970 20.0000 .973 .975 .977 .979 .982 20.5000 .9B3 .985 .986 .988 .989 21.0000 I .991 .992 .993 .994 .995 21.5000 .996 .997 .998 .998 .999 22.0000 I .999 ~999 2.000 1.000 1.000 22.5000 I 1.000 1.000 1.000 1.000 1..000 SIN, 321D05A070C9 Pondpack Ver. 8.0058 Paul I. Crige, Inc. Compute Time: 14:02:S5 Date: 02/DD/YYYY u o Type. . .. Synthetic Curve Name.... TypeII 24hr Tag: A..IOO File.. .. C:\WINDOWS\Desktop\ Page 4.10 o CUMULATIVE RAINFALL FRACTIONS Time I Output Time increment = .1000 hrs hrs I Time on left represents time for first value in each row. --------- ----~------~----------------------~-~-------~----------------- 23.0000 I 1.000 1.000 1.000 1.000 1.000 23.5000 I 1.000 1.000 1.000 1.000 1.000 24.0000 I 1.000 u u ~ ~) ~ ~ ~ y I ~ ~ U I ~ r, y y [~ Q SIN, 321D05A070C9 PondPack Ver. 8.0058 Paul I. Cripe. Inc. Compute Time, 14:02:55 Date, 02/DD/YYYY u u Type.... Synthetic Cumulative Depth Name. . .. TypeII 24hr Tag, A. .100 File.... C:\WINDOWS\Oesktop\ Storm... TypelI 24hr Tag: A. .100 Page 4.11 Event: 100 yr u CUMULATIVE RAINFALL DEPTHS (in) Time 1 Output Time increment ~ .1000 hrs hrs I Time on left represents time for first value in each row. ---------1------------------------------------------------------------__ .0000 I .0000 .0000 .0000 .0000 .0000 .5000 j .0000 .0000 .0000 .0000 .0000 1.0000 .0000 .0000 .0000 .0000 .0000 1.5000 I .0000 .0000 .0002 .0009 .0021 2.0000 I .0039 .0062 .0090 .0123 .0162 2.5000 .0206 .0256 .0311 .0371 .0436 3.0000 I .0507 .0583 .0664 .0751 .0843 3.5000 I .0940 .1043 .1150 .1264 .1382 4.0000 I .1506 .1635 .1769 .1909 .2054 4.5000 I .2205 .~360 .2521 .2687 .2859 5.0000 I .3036 .3218 .3406 .3598 .3797 5.5000 I .4000 .4209 .4423 .4423 .4423 6.0000 I .4423 .4423 -4423 .4423 .4423 6.5000 I .4423 .4423 .4423 .4423 .4423 7.0000 I .4437 .4470 .4521 .4590 .4678 7.5000 I .4784 .4908 .5051 .5212 .5391 8.0000 .5589 .5805 .6039 .6292 .6563 8.5000 I .6853 .7160 .7486 .7831 .7911 9.0000 .7911 .7911 .7911 .7911 .7911 9.5000 I .7911 .7963 .8078 .8257 .8500 10.0000 I .8807 .9177 .9611 1.0108 1.0670 10.5000 I 1.1295 1.1295 1.1435 1-1737 1.2202 11.0000 I 1.2828 1.2828 1.2916 1.3396 1.4271 11.5000 I 1.5540 1.5540 1.6648 1.8880 2.1627 12.0000 2.7331 3.3443 3.7455 3.8938 4.0626 12.5000 4.1155 4.2492 4.3563 4.4241 4.4525 13.0000 4.4525 4.4720 4.5265 4.5649 4.5870 13.5000 4.5929 4.6471 4.7065 4.7594 4.8060 14.0000 4.8462 4.8800 4.9075 4.9286 4.9433 14.5000 4.9517 4.9536 4.9536 4.9536 4.9536 15.0000 4.9536 4.9536 4.9536 4.9890 5.0225 15.5000 5.0542 5.0841 5.1121 5.1383 5.1626 16.0000 5.1852 5.2059 5.2247 5.2417 5.2569 16.5000 5.2703 5.2818 5.2915 5.2993 5.3053 17.0000 5.3095 5.3119 5.3124 5.3124 5.3124 17.5000 5.3124 5.3124 5.3124 5.3124 5.3124 18.0000 5.3124 5.3124 5.3124 5.3124 5.3185 18.5000 5.3396 5.3603 5.3803 5.3999 5.4189 19.0000 5.4374 5.4553 5.4728 5.4897 5.5060 19.5000 5.5218 5.5371 5.5519 5.5662 5.5799 20.0000 5.5930 5.6057 5.6178 5.6294 5.6404 20.5000 5.6510 5.6610 5.6704 5.6793 5.6877 21.0000 5.6956 5.7029 5.7097 5.7160 5.7218 21.5000 5.7270 5.7317 5.7358 5.7394 5.7425 22.0000 5.7451 5.7471 5.7486 5.7496 5.7500 22.5000 5.7500 5.7500 5.7500 5.7500 5.7500 u [J D o o ; ~] y y y ~ ~ [' I I W I fJ" l I SiN: 321DOSAO?OC9 pondpack Ver. 8.0058 Paul I. Cripe, Inc. Compute Time: 14:02;SS Date: 02/DD/YYYY u o Type.... Synthetic Cumulative Depth Name. . .. TypeII 24hr Tag: A. .100 File.... C:\WINDOWS\Desktop\ Storm... TypeII 24hr Tag: A..IOO Page 4.12 Event: 100 yr o I I Time hrs CUMULATIVE RAINFALL DEPTHS (in) Output Time increment = .1000 hrs Time On left represents time for first value in each row. ----------------------------------~~-----~------~----~-------- ~ I j ~ ~ ~ ~ U 23.0000 23.5000 24.0000 5.7500 5.7500 5.7500 5.7500 5.7500 5.7500 5.7500 5.7500 5.7500 5.7500 5.7500 , U u ~ ~ ~ g r y U u SIN: 321D05A070C9 Pond Pack Ver. 8.0058 Paul I. Cripe, Inc. Compute Tim~: 14:02:66 Dat~: 02!DD!YYYY Ui 'I o Type.... Tc Cales Name. . .. OFFSITE Page 5.01 File.... C:\WINDOWS\Desktop\NE POND PROPOSED.PPW TIME OF CONCENTRATION CALCULATOR ~ . .. .. .. . . . .. . ~ - . ~ . .. . . .. . . .. .. .. . - . . . .. .. .. . . .. . .. . . . .. . - - . . . . . .. . . . .. .. .. .. . . .. .. . .. .. . .. .. . .. .. . .... ............................................ -............................... - -......................................... , I LJ - -..............................o'............... -. -.......................... _.................. _........... 0- ..........'....................... -..................... -......................... -............................. ---~----~-----------------------------~-------------------~---,---------- I U Segment #1, Te: User Defined Segment #1 Time, .5000 hrs ------~--------~------------------------~------------------------------- ------------------------~ ------------------~------ y ~ ~ ~ y ~ ~ ~ ~ [~ U Total Tc, .5000 hrs -------------~-----~----- ----------~~------------- o SiN: 321DOSA070C9 PondPack Ver. 8.0058 Paul 1_ cripe, Inc. Compute Time: 14:02;88 Date: D2/DD/YYYY u Type.... Tc Cales Name.... OFFSITE Page 5.02 o File.... C:\WINDOWS\Desktop\NE POND PROPOSED.PPW -----~~------------~-----------~--------------------~--------------~---- CJ Tc Equations used... --------------------------~------------~-------------------------------- u User Defined ;;=======;====;===;==~============================;;=; Tc = Value entered by user Where: Tc = Time of concentration [J u o I Y y Y ~ y [( [~ ~ ~ ~ r~ u SIN, 321D05A070C9 PondPack Ver. 8.0053 Paul I. Cripe, Inc. Compute Time: 14:02,38 Date, 02/DD/YYYY u Type. ... Tc Cales Name. . .. ONSITB Page 5.03 o File. ... C:\WINDOWS\Desktop\NE POND PROPOSED.PPW TIME OF CONCENTRATION CALCULATOR . ... - . . . . . . .. . . . . . . . .. .. . .. . ... . .. .. .. . . .. .. .. . .. - - ... . . . . .. . .. .. .. .. . .. .. . .. .. . . . . .. .. . . . . . .. . . - .. . .. ..- .. - - . . . ~ . .. .. . . . . . . . . . . & . - . .. .. .. .. . . .. . . . .. .. .. .. - .. .. . . .. .. . .. . . . . .. . ... .. . . .. .. . . . . . . . .. .. .. . ... - u ............................. -............. ".................................................. ......... -... -........................................................................... 0.. --------------------------~--------------------------------------------- u Segment #1: Tc: User Defined Segment #1 Time: .4.000 hrs u -------~-------------~---~-------------------------------~~--------~---- ---------------~~-~------ ~------------------------ Total Tc: .4000 hrs u ---------~----------~---- ----------------~---~--~- u y U [J u U I I (' U u u u u u u SIN: 321DOSA070C9 PondPack Ver. B.OOSB Paul I. Cripe, Inc. Compuee Time: 14:02:S8 Date: 02/DD/YYYY u Type.... Tc Cales Name. . .. ONSITE Page 5.04 J File.... C:\WINDOWS\Desktop\NE POND PROPOSED.PPW Tc Equations used... ---------~-----------------~-----~----~-----------------------~--------- u ----~~---~----------------------------------------~--~~--------~-------- User Defined ==;===;======================;=====;================== r' U Tc = Value entered by user Where: Tc = Time of concentration u u u o o ~ ~ y ~ ~ ~ U ~ ~ I o SIN: 321D05A070C9 PondPack Ver. 8.0058 Paul I. Cripe, Inc. Ccmpuce Time: 14:02:88 Date: 02/DD/yyYy u Type.... Runoff eN-Area Name.... OFFSITE Page 6.01 o File. -.. C:\WINDOWS\Desktop\NE POND PROPOSED.PPW RUNOFF CURVE NUMBER DATA u . . .. . . . .. .. . . . .. . .. . . .. . . . .. I .. . . . . .. .. .. . . . . . . .. . .. . .. ~ .. . . . .. . .. .. .. . . . .. ... . .. . .. .. . .. .. . .. . .. .. I . . . . .. .. . . .. . . - - - . .. - .. .. . .. . .. . ~ - .' . .. . . . . . . . . .. . .. .. . . .. . . .. . . .. .. . .. .. .. .. .. . .. .. .. .. .. .. .. .. .. . .. .. .. . .. .. .. - . . -----~---~-------------~----------~--------~-------------------------~---- u Soil/Surface Description CN Area acres Impervious Adjustment %C %UC Adjusted CN ------~----------~---------~---- --------- ----- ----- u Offsite Wooded 70 .930 70.00 COMPOSITE AREA & WEIGHTED eN ---> .930 70..00 (70) J : : : : : .: : : ;: ; : -: :: :: :: :: :: .: :: :: :: : : = :: : : : : .: :: : : : ~ : :: : :: : :: :: :: : : : : : :: :: :: :: :: :: : :: :: .: : : ::: : : -: :: :: : : : .: : : ::: : : u u u , I U U 1 Y Y y y J i lJ I "j ~ J SiN: 321DOSAD70C9 Pondpack Ver. 8.0058 Paul I. Cripe, Inc. Conpute Time, 14:02:SS Date: 02!DD/yyyy r- U Type,.,. Runoff eN-Area Name. . .. ONSITE :J File. ... C,\WINDOWS\Desktop\NE POND PROPOSED.PPW RUNOF'F CURVE NUMBER DATA Page 6.02 .............................. 0...................................... "-............ '..... ............................................................................. '......... u -------------~-~-----------------------------~---~------------~----------- [J CN Area acres Soil/Surface Description -----------------------,--------- LJ Townhomes 18.950 93 COMPOSITE AREA & WEIGHTED CN ---~ 18.950 .............. 0,,,. _ P..........-.......... _ _..... .'................................... _ _........ ......................... +................ - - -............................................ 93.00 (93) u o o I Y ~ y y ~ y y ~ U I t [J S!N: 321D05A070C9 PondPack Ver. 8.0058 Paul I. Cripe, Inc. Compute Time: 14,02,SS Impervious Adjustment %C %-DC Adjusted CN 93.00 Date, 02!DD!YYTI u Type.... Vol: Elev-Area Name. . .. NE POND Page 7.01 u File.... C;\WINDOWS\Desktop\NE POND PROPOSED.PPW o Elevation (ft) Planimeter (sq. in) Area A1+A2+sqr(Al*A2) (acres) (acres) Volume (ac-ft) Volume Sum (ac-ft) ---------------~~------------------------------------------~------------ i i ~ Y ~ ~ ~ y IJ , 844.50 .8900 .0000 .000 .000 845.00 .9200 2.7149 .452 .452 846.00 .9700 2.8347 .945 1. 3 97 847.00 1. 0300 2.9996 1.000 2.397 848.00 1.0800 3.1647 1. 055 3.452 849.00 1.1400 3.3296 1.110 4.562 850.00 1.2000 3.5096 1.170 5.732 850.25 1.2200 3.6300 .302 6.034 POND VOLUME EQUATIONS * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2-ELl) * (Areal + Area2 + sq.rt. (Areal*Area2)) where: ELI, EL2 Areal,Area2 Volume = Lower and upper elevations of the increment Areas computed for ELI, EL2, respectively = Incremental volume between ELI and EL2 I o [J I ~ Y ~ r u I b r' U SiN: 321D05A070C9 Pond Pack Ver. 8.0058 Paul I. Cripe, Inc. Compute Time: 14:02:SS Date: D2/DD/YrfY r ' u Type. . .. Outlet Input Data Name.... Outlet 1 u File.... C:\WINDOWS\Desktop\NE POND PROPOSED.PPW o REQUESTED POND WS ELEVATIONS: Min. Elev.~ Increment ~ Max. Elev.= 844.50 it .50 it B50.25 ft o ********************************************** u OUTLET CONNECTIVITY **~*~*****~*********************************** ---> Forward Flow Only (upStream to DnStream) <--~ Reverse Flow Only (DnStream to UpStream) <---> Forward and Reverse Both Allowed u Structure NO. Outfall El, ft ---> TW 844.500 850.250 E2, ft ; ! o I ~ ~ U Orifice-Circular TW SETUP, DB Channel 1 o o I ~ ~ ~ ~ o o SIN: 321D05A070C9 pondpack Ver. 8.0058 paul T. Cripe, Inc. Compute Time: 14:02:S8 Page 8.01 Date: 02/DD/YYYY "JI I , I I I J Type. '" Outlet Input Data Name. . .. Outlet 1 J File.... C:\WINDOWS\Desktap\NE POND PROPOSED.PPW u OUTLET STRUCTURE INPUT DATA [ Structure ID Structure Type ---------------------------~-------- ~ 1 ~ Orifice-Circular If of Openings Invert Elev. Diameter Orifice Coeff. Structure 10 Structure Type 1 844.50 ft .6700 ft .600 =TW = TW SETUP, DS Channel FREE OUTFALL CONDITIONS SPECIFIED CONVERGENCE TOLE~~CES... Maximum Iterations= 30 Min. TW tolerance .01 ft Max. TW tolerance .01 it Min. HW tolerance .01 ft Max. HW tolerance .01 ft Min. Q tolerance .10 cis Max. Q tolerance .10 cfs ~ ~ 1 ~ ~ ~ ~ ~ ~ Q I U u SIN: 321D05A070C9 PondPack Ver. B.0058 Paull. Cripe, Inc. Compute Time: 14:02,58 Page 8.02 Date: 02/DD/YYYY t r- -I y Y ~ Y ~ ~ ~ ~ ~ II Y ~ Y Q ~ u -; I r ;1 U i U Type.... Individual Outlet Curves Page 8.03 Name.... Outlet 1 File.... C:\WINDOWS\Desktop\NE POND PROPOSED.PPW RATING TABLE FOR ONE OUTLET TYPE Structure 1D : 1 (Orifice-Circular) ------------------------------~------- Upstream 10 (Pond Water Surface) DNstream IO : TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- ------~-------- --------------~~~--------~ WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -~---~-- --~------~---------------- 844.50 .00 Free Outfall Upstream HW & DNstream TW < Inv.El 845.00 .58 Free Outfall CRIT.DEPTH CONTROL Vh= . 143ft DcroO .357ft CR1T.DEPTH 845.50 1.38 Free Outfall H :.66 846.00 1. 83 Free Out.fall H :1.16 846.50 2.19 Free Outfall H =1.66 847.00 2.50 Free Outfall H =2.16 847.50 2.77 Free Outfall H =2.66 848.00 3.02 Free Outfall H =3.16 848.50 3.25 Free Outfall H =3.66 849.00 3.46 Free Outfall H =4.16 849.50 3.67 Free Outfall H =4.66 850.00 3.86 Free Outfall H =5.16 850.25 3.95 Free Outfall H =5.41 SIN: 321DOSA070C9 Pond Pack Ver. 8-0058 Paul I. Cripe, Inc. Compute Time: 14:02:88 Date: 02/DD/'fYYY ( I Y Y Y ~ ~ ~ ~ ~ ~ ~ ~] [I] [~ ~ ~ r J I ~ U Type.... Composite Rating Curve Name. ... Outlet 1 File.... C,\WINDOWS\Desktop\NE POND PROPOSED,PPW ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes Elev. Q ft cfs 844.50 845.00 845.50 846.00 846.50 847.00 847.50 848.00 848.50 849.00 849.50 850.00 850.25 .00 .58 1.38 1.83 2.19 2.50 2.77 3.02 3.25 3.46 3.67 3.86 3.95 SiN: 321DOSAQ7QC9 PondPa~k Ver. 8.0058 TW Elev ft Converge Error +/-ft Free Outfall Free Outfall Free Outfall Free Outrall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Contributing Structures None contributing 1 1 1 1 1 1 1 1 1 1 1 1 Paul I. Cripe, Inc. Compute Time; 14:02;$8 Page 8.04 Date: 02!DD/YYYY I r' ,) I I y II ~ ~ y ~ ~ ~ I Y ;,1 T [J ! Y y ~ [J I ~ ~ l U Type.... Diverted Hydrograph Name.... 8" PIPE File.... C:\WINDOWS\Desktop\ Storm. .. TypeII 24hr Tag: A.. 2 Page 9.01 Event: 2 yr DIVERTED HYDROGRAPH. . . HYG file HYG 10 = 6" PIPE HYG Tag = A.. 2 ~---------------------------------- Peak Discharge Time to Peak HYG Volume 2.46 cfs 14.3500 hrs 3.533 ac-ft ----------------~--------~--------- HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------1--------------------------------------------_________________~ 5.4000 I .00 .00 .00 .00 .00 5.6500 I .00 .01 .01 .01 .01 5.9000 I .01 .01 .01 .01 .01 6.1500 I .01 .01 .01 .01 .01 6.4000 .01 .01 .01 .01 .01 6.6500 I .01 .01 .01 .01 .01 6.9000 I .01 .01 .01 .01 .01 7.1500 I .01 .01 .01 .01 .01 7.4000 .01 .01 .01 .01 .02 7.6500 I .02 .02 .02 .02 .02 7.9000 I .02 .02 .02 .03 .03 8.1500 I .03 .03 .04 .04 .04 8.4000 I .04 .05 .05 .06 .06 8.6500 .06 .07 .07 .OB .08 8.9000 I .09 .09 .10 .10 .11 9.1500 .11 .11 .11 .11 .11 9.4000 .11 .11 .11 .11 .11 9.6500 I .11 .11 .11 .11 .11 9.9000 I .12 .12 .12 .12 .13 10.1500 I .13 .14 .14 .15 .16 10.4000 I .17 .18 .19 .20 .21 10.6500 I .23 .24 .25 .26 .26 10.9000 I .27 .28 .28 .29 .30 11.1500 .31 .32 .33 .34 .35 11.4000 I .35 .36 .38 .39 .41 11.6500 I .43 .45 .48 .50 .53 11.9000 I .57 .63 .71 .82 .96 12.1500 I 1.14 1.35 1.49 1.62 1.76 12.4000 I 1.87 1.95 2.03 2.09 2.15 12.6500 2.19 2.23 2.26 2.28 2.31 12.9000 I 2.33 2.35 2.36 2.37 2.38 13.1500 I 2.39 2.39 2.39 2.40 2.40 13.4000 I 2.40 2.40 2.41 2.41 2.41 S!N, 321DOSA070C9 Pondpack ver. 8.0058 Paul r. Cripe, Inc. Compute Time: 14:02:85 Date: 02!DD!Y'fYY J r ' u Type.... Diverted Hydrograph Name. . .. 8" PIPE File.... C=\WINDOWS\Desktop\ Storm. .. TypeII 24hr Tag: A.. 2 Page 9.0.2 Event: 2 yr u HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs 1 Time on left represents time far first value in each row. --------- 1-------------------------------------------------------------- 13.6500 I 2.41 2.41 2.41 2.41 2.42 13.9000 2.42 2.43 2.43 2.44 2.44 14.1500 J 2.45 2.45 2.45 2.46 2.46 14.4000 I 2.46 2.46 2.46 2.46 2.46 14.6500 I 2.46 2.46 2.45 2.45 2.44 14.9000 1 2.44 2.43 2.43 2.42 2.42 15.1500 I 2.41 2.41 2.40 2.39 2.39 15.4000 I 2 .3 a 2.38 2 .38 2.38 2.38 15.6500 1 2.38 2.38 2.38 2.3B 2.38 15.9000 I 2.38 2.38 2.38' 2.38 2.38 16.1500 I 2.38 2.38 2.38 2.38 2.38 16.4000 I 2.38 2.38 2.38 2.37 2.37 16.6500 I 2.37 2.37 2.37 2.36 2.36 16.9000 I 2.36 2.35 2.35 2.35 2.34 17.1500 I 2.34 2.33 2.33 2.32 2.32 17.4000 2.31 2.31 2.30 2.30 2.29 17.6500 2.29 2.28 2.28 2.27 2.26 17.9000 2.26 2.25 2.25 2.24 2.24 18.1500 2.23 2.22 2.22 2.21 2.21 18.4000 2.20 2.20 2.19 2.19 2.18 18.6500 2.18 2.18 2.17 2.17 2.17 18.9000 2.17 2.17 2.16 2.16 2.16 19.1500 2.16 2.16 2.16 2.16 2.16 19.4000 2.15 2.15 2.15 2.15 2.15 19.6500 2.15 2.15 2.14 2.14 2.14 19.9000 2.14 2.14 2.13 2.13 2.13 20.1500 2.13 2.12 2.12 2.12 2.12 20.4000 2.11 2.11 2.11 2.10 2.10 20.6500 2.10 2.10 2.09 2.09 2.09 20.9000 2.08 2.08 2.08 2.07 2.07 21.1500 2.06 2.06 2.06 2.05 2.05 21.4000 2.05 2.04 2.04 2.03 2.03 21.6500 2.02 2.02 2.02 2.01 2.01 21.9000 2.00 2.00 1.99 1.99 1.98 22.1500 1.98 1.97 1.97 1.96 1.96 22.4000 1.95 1.95 1.94 1.93 1.93 22.6500 1.92 1.92 1.91 1.91 1.90 22.9000 1.90 1.89 1.88 1.88 1.87 23.1500 1.87 1.86 1.86 1.85 1.85 23.4000 1.84 1.83 1.83 1.82 1.81 23.6500 1.81 1.80 1.79 1.79 1.78 23.9000 1.77 1.77 1.76 1.75 1.74 24.1500 1.74 1.73 1.72 1.72 1.71 24.4000 1.70 1.70 1.69 1.69 1.68 24.6500 1.67 1.67 1.66 1.65 1.65 24.9000 1.64 1.63 1.63 1.62 1.62 25.1500 1.61 1.60 1.60 1.59 1.58 o y Q I U ~ U I lJ U I i ~: -J ~ Y y ~ Q I I'] U r1 U SiN: 321D05A070C9 PondPack Ver. 8.0058 Paul I. Cripe, Inc. Compute Time; 14:02;88 Date; 02jDD/YYYY J I I ~ Y Q ~ Y Y lJ I [~ J I r u I ~ ~ ~ 'j Type. . .. Diverted Hydrograph Name.... B" PIPE File.... C:\WINDOWS\Desktop\ Storm. .. TypeII 24hr Tag: A.. 2 Page 9.03 Event: 2 yr HYDROGRAPH ORDINATES (cf s) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------_______ 25.4000 I 1.58 1.57 1.57 1.56 1.55 25.6500 I 1.55 1.54 1.54 1.53 1.52 25.9000 I 1.52 1.51 1.51 1.50 1.49 26.1500 I 1.49 1.48 1.48 1.47 1.47 26.4000 I 1.45 1.45 1.45 1.44 1.44 26.6500 I 1.13 1.43 1.42 1.42 1.41 26.9000 I 1.41 1.40 1.39 1.39 1.38 27.1500 [ 1.37 1.36 1.35 1.34 1.34 27.4000 I 1.33 1.32 1.31 1.30 1.29 27.6500 I 1.28 1.27 1.26 1.25 1.24 27.9000 I 1.23 1.23 1.22 1.21 1.20 28.1500 I 1.19 1.18 1.17 1.17 1.16 28.4000 I 1.15 1.14 1.13 1.13 1.12 28.6500 I 1.11 1.10 1.09 1.09 1.0B 28.9000 f 1.07 1.06 1.06 1.05 1.04 29.1500 1.03 1.03 1.02 1.01 1.00 29.4000 1.00 .99 .98 .98 .97 29.6500 I .96 .95 .95 .94 .93 29.9000 I .93 .92 .91 .91 .90 30.1500 I .90 .89 .88 .88 .87 30.4000 I .86 .86 .85 .85 .84 30.6500 I .83 .83 .B2 .82 .81 30.9000 .80 .80 .79 .79 .78 31.1500 .78 .77 .77 .76 .75 31.4000 .75 .74 .74 .7] .73 31.6500 .72 .72 .71 .71 .70 31.9000 .70 .69 .69 .68 .68 32.1500 .67 .67 .66 .66 .65 32.4000 .65 .65 .64 .64 .63 32.6500 .63 .62 .62 .61 .61 32.9000 .61 .60 .60 .59 .59 33.1500 .58 .58 .58 .57 .57 33.4000 .57 .56 .56 .56 .56 33.6500 .55 .55 .55 .54 .54 33.9000 .54 .54 .53 .53 .53 34.1500 .52 .52 .52 .52 .51 34.4000 .51 .51 .51 .50 .50 34.6500 .50 .49 .49 .49 .49 34.9000 .48 .48 .48 .48 .47 35.1500 .47 .47 .47 .46 .46 35.4000 .46 .46 .45 .45 .45 35.6500 .45 .44 .44 .44 .44 35.9000 .44 .43 .43 .43 .43 36.1500 .42 .42 .42 .42 .42 36.4000 .41 .41 .41 .41 .40 36.6500 .40 .40 .40 .40 .39 36.9000 .39 .39 .39 .39 .38 J o fl " I U S!N, 321D05A070C9 Pond Pack Ver. 8.0058 Faul I. cripe. Inc. Compute Time, 14,02,S8 Date, 02!DD!YYYY ul I U Type.... Diverted Hydrograph Name. . .. 8" PIPE File.... C:\WINDOWS\Desktop\ Storm. .. TypeII 24hr Tag: A.. 2 Page 9.04 Event: 2 yr o HYDROGRAPH ORDINATES (cfs) Time I Outout Time increment ~ .0500 hrs hrs Time on left r~presents time for first value in each row. ---------1-------------------------------------------------------------- 37.1500 I .38 .38 .38 .38 .37 37.4000 .37 .37 .37 .37 .36 37.6500 I .36 .36 .36 .36 .35 37.9000 I .35 .35 .35 .35 .35 38.1500 I .34 .34 .34 .34 .31 38.4000 I .33 .33 .33 .33 .33 38.6500 I .33 .32 .32 .32 .32 38.9000 .32 .32 .31 .31 .31 39.1500 I .31 .31 .31 .30 .30 39.4000 .30 .30 .30 .30 .29 39.6500 .29 .29 .29 .29 .29 39.9000 I .29 .28 .28 .28 .28 40.1500 .28 .28 .27 .27 .27 40.4000 I .27 .27 .27 .27 .26 40.6500 I .26 .26 .26 .26 .26 40.9000 I .26 .26 .25 .25 .25 41.1500 I .25 .25 .25 .25 .24 41.4000 I .24 .24 .24 .24 .24 41.6500 I .24 .24 .23 .23 .23 41.9000 I .23 .23 .23 .23 .23 42.1500 .22 .22 .22 .22 .22 42.4000 I .22 .22 .22 .22 .21 42.6500 I .21 .21 .21 .21 .21 42.9000 I .21 .21 .21 .20 .20 43.1500 I .20 .20 .20 .20 .20 43.4000 I .20 .20 .19 .19 .19 43.6500 I .19 .19 .19 .19 .19 43.9000 I .19 .19 .18 .18 .18 44.1500 I .18 .18 .18 .18 .18 44.4000 .18. .18 .18 .17 .17 44.6500 I .17 .17 .17 .17 .17 44.9000 .17 .17 .17 .17 .16 45.1500 I .16 .16 .16 .16 .16 45.4000 I .16 .16 .16 .16 .16 45.6500 .16 .15 .15 .15 .15 45.9000 I .15 .15 .15 .15 .15 46.1500 I .15 .15 .15 .14 .14 46.4000 .14 .14 .14 .14 .14 46.6500 .14 .14 .14 .14 .14 46.9000 .14 .14 .13 .13 .13 47.1500 .13 .13 .13 .13 .13 47.4000 .13 .13 .13 .13 .13 47.6500 .13 .12 .12 .12 .12 47.9000 .12 .12 .12 .12 .12 48.1500 .12 .12 .12 .12 .12 48.4000 .12 .12 .11 .11 .11 48.6500 .11 .11 .11 .11 .11 J o r' u r i U [ (-I L ( I , U ! o I I Q I ~ .~ ~ r'l u I 1 o i U [J SiN, 321DOSA070C9 PondPack Ver. 8.0058 Paul I. Cripe. Inc. Compute Time: 14:02,88 Date, OZ/DD/YYYY ~ q q I ~ II i i [I 1'1 w I ~ ~ y -'I U I ~ -'l iy J I "1 ( Ii '1 lJ J I U Type. . .. Diverted Hydrograph Name. . .. 8" PIPE File.... C:\WINDOWS\oesktop\ Storm. .. TypeII 24hr Tag; A.. 2 Page 9.05 Event: 2 yr HYDROGRAPH ORDINATES (cfs) Time I Oucput Time increment" ~ .0500 hrs hrs I Time on left represents time for first value in each row. --------- 1-------------------------------------------------------------- 48.9000 I .11 .11 .11 .11 .11 49.1500 .11 .11 .11 .11 .10 49.4000 I .10 .10 .10 .10 .10 49.6500 I .10 .10 .10 .10 .10 49.9000 .10 .10 .10 .10 .10 50.1500 I .10 .10 .10 .09 .09 50.4000 .09 .09 .09 .09 .09 50.6500 .09 .09 .09 .09 .09 50.9000 .09 .09 .09 .09 .09 51.1500 .09 .09 .09 .09 .08 51.4000 I .OB .08 ".OS .OS .OS" 51.6500 I .08 .08 .08 .08 .08 51.9000 I .08 .08 .08 .08 .08 52.1500 ) .08 .08 .08 .08 .08 52.4000 I .08 .08 .08 .07 .07 52.6500 I .07 .07 .07 .07 .07 52.9000 I .07 .07 .07 .07 .07 53.1500 I .07 .07 .07 .07 .07 53.4000 .07 .07 .07 .07 .07 53.6500 I .07 .07 .07 .07 .07 53.9000 .06 .06 .06 .06 .06 54.1500 .06 .06 .06 .06 .06 54.4000 I .06 .06 .06 .06 .06 54.6500 I .06 .06 .06 .06 .06 54.9000 I .06 .06 .06 .06 .06 55.1500 I .06 .06 .06 .06 .06 55.4000 I .06 .06 .05 .05 .05 55.6500 I .05 .05 .05 .05 .05 55.9000 I .05 .05 .05 .05 .OS 56.1500 I .05 .05 .05 .05 .05 56.4000 I .05 .05 .05 .05 .05 56.6500 .05 .05 .05 .05 .05 56.9000 I .05 .05 .05 .05 .05 57.1500 I .05 .05 .05 .05 .05 57...000 .04 .04 .04 .04 .04 57.6500 .04 .04 .04 .04 .04 57.9000 I .04 .04 .04 .04 .04 58.1500 I .04 .04 .04 .04 .01 58.4000 I .04 .04 .04 .04 .04 58.6500 I .04 .04 .04 .04 .04 58.9000 I .04 .04 .04 .04 .04 59.1500 I .04 .04 .04 .04 .04 59.4000 .04 .04 .04 .04 .04 59.6500 I .04 .04 .03 .03 .03 59.9000 I .03 .03 .03 .03 .03 60.1500 I .03 .03 .03 .03 .03 60.4000 .03 .03 .03 .03 .03 SiN: 321DOSA070C9 pondP<l.ck Ver. 6.00S8 Paul T. cripe. Inc. Compute Time: 14:02:58 Date: 02/DO/YYYY ~ Type.... Diverted Hydrograph Name.... 8" PIPE File.... C:\WINDOWS\Desktop\ Storm... TypeI! 24hr Tag; A.. 2 Page 9.06 Event: 2 yr :J ,.... .~ HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 60.6500 I .03 .03 .03 .03 .03 60.9000 I .03 .03 .03 .03 .03 61.1500 I .03 .03 .03 .03 .03 61.4000 .03 .03 .03 .03 .03 61.6500 I .03 .03 .03 .03 .03 61.9000 I .03 .03 .03 .0] .03 62.1500 I .03 .0] .03 .03 .03 62.4000 I .03 .03 .03 .03 .03 62.6500 I .03 .03 .03 .03 .03 62.9000 .03 .02 .02 .02 .02 63.1500 ) .02 .02 :02 .02 .02' 63.4000 I .02 .02 .02 .02 .02 63.6500 I .02 .02 .02 .02 .02 63.9000 I .02 .02 .02 .02 .02 64.1500 .02 .02 .02 .02 .02 64.4000 I .02 .02 .02 .02 .02 64.6500 I .02 .02 .02 .02 .02 64.9000 .02 .02 .02 .02 .02 65.1500 I .02 .02 .02 .02 .02 65.4000 I .02 .02 .02 .02 .02 65.6500 .02 .02 .02 .02 .02 65.9000 I .02 .02 .02 .02 .02 66.1500 .02 .02 .02 .02 .02 66.4000 .02 .02 .02 .02 .02 66.6500 I .02 .02 .02 .0.2 .02 66.9000 I .02 .02 .02 .02 .02 67.1500 I .02 .02 .02 .02 .02 67.4000 I .02 .02 .02 .02 .02 67.6500 I .02 .02 .01 .01 .01 67.9000 .01 .01 .01 .01 .01 68.1500 J .01 .01 .01 .01 .01 68.4000 .01 .01 .01 .01 .01 68.6500 I .01 .01 .01 .01 .01 68.9000 I .01 .01 .01 .01 .01 69.1500 .01 .01 .01 .01 .01 69.4000 I .01 .01 .01 .01 .01 69.6500 I .01 .01 .01 .01 .01 69.9000 .01 .01 .01 .01 .01 70.1500 , .01 .01 .01 .01 .01 70.4000 I .01 .01 .01 .01 .01 70.6500 I .01 .01 .01 .01 .01 70.9000 I .01 .01 .01 .01 .01 71.1500 ) .01 .01 .01 .01 .01 71.4000 I .01 .01 .01 .01 .01 71.6500 I .01 .01 .01 .01 .01 71.9000 I .01 .01 .01 .01 .01 72.1500 I .01 .01 .01 .01 .01 iJ o J r 1 u u u o I ~ ~ y rl y y y Q Y u i J SiN: J21DOSA070C9 pondpack Ver. a.0056 Paul I. Cripe, Inc. Compute Time: 14.02:88 Date: 02/DD/YYTt J Type.... Diverted Hydrograph Name.... 8" PIPE File.... C:\WINDOWS\Desktop\ Storm... TypeII 24.hr Tag: A.. 2 Page 9.07 Event: 2 yr u o HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 72.4000 I .01 .01 .01 .01 .01 72.6500 .01 .01 .01 .01 .01 72 . 9000 1 . 01 . 01 . Ol . 01 . 01 73.1500 I .01 .01 .01 .01 .01 73.4000 I .01 .01 .01 .01 .01 73.6500 I .01 .01 .01 .01 .01 73.9000 I .01 .01 .01 .01 .01 74.1500 I .01 .01 .01 .01 .01 74.4000 I .01 .01 .01 .01 .01 74.6500 .01 .01 .01 .01 .01 74.9000 I .01 .01 .01 .01 .01 75.1500 I .01 .01 .01 .01 .01 75.4000 .01 .01 .01 .OJ. .01 75.6500 I .OJ. .01 .01 .01 .01 75.9000 .01 .01 .01 .01 .01 76.1500 I .01 .01 .01 .01 .01 76.4000 .01 .01 .01 .01 .01 76.6500 I .01 .01 .01 .01 .01 76.9000 I . en .01 .01 .01 .01 77.1500 .01 .01 .01 .01 .01 77.4000 I .01 .01 .01 .01 .01 77.6500 I .01 .01 .01 .01 .01. 77.9000 I .01 .01 .01 .01 .01 78.1500 I .00 .00 .00 .00 .00. 78.4000 I .00 .00 .00 .00 .00 78.6500 I .00 .00 .00 .00 .00 78.9000 I .00 .00 .00 .00 .00 79.1500 1 .00 .00 .00 .00 .00 79.4000 I .00 .00 .00 .00 .00 79.6500 I .00 .00 .00 .00 .00 79.9000 I .00 .00 .00 .00 .00. 80.1500 .00 .00 .00 .00 .00 80.4000 I .00 .00 .00 .00 .00 80.6500 I .00 .00 .00 .00 .00 80.9000 I .00 .00 .00 .00 .00' 81.1500 .00 .00 .00 .00 .00 81.4000 I .00 .00 .00 .00 .00 81.6500 I .00 .00 .00 .00 .00 81.9000 .00 .00 .00 .00 .00 82.1500 I .00 .00 .00 .00 .00 82.4000 I .00 .00 .00 .00 .00 B2.6500 I .00 .00 .00 .00 .00 82.9000 .00 .00 LJ r' I I U r - ~ ~ ~ ~ I '-j r y [i ( Y y y i U i Y c ( i- I W SiN; 321D05A070C9 PondPack Ver. a.0058 Paul I. Cripe, Inc. Compute Time: 14:02:S5 Date: 02/DD/YYYY [J Type.... Diverted Hydrograph Name.... 8" PIPE File.... C:\WINDOWS\Desktop\ Storm. .. Typel! 24hr Tag: A.. 10 Page 9.08 Event: 10 yr u u DIVERTED HYDROGRAPH... HYG file HYG ID = 8" PIPE HYG Tag : A.. 10 u Peak Discharge Time to Peak HYG Volume 3.13 cfs 14 .4500 hrs 5.421 ac- ft u y y y y ~ ~ ( 1 ~ J, lJ U HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. ---------I---------~--------------------------~------------------------- 4.8000 .00 .00 .00 .00 .00 5.0500 I .00 .01 .01 .01 .01 5.3000 I .01 .01 .02 .02 .02 5.5500 I .02 .03 .03 .03 .04 5.8000 I .04 .05 .05 .05 .05 6.0500 I .05 .06 .06 .06 .06 6.3000 I .06 .06 .06 .06 .06 6.5500 I .06 .06 .06 .06 .06 6.8000 I .06 .05 .05 .05 .05 7.0500 I . os .05 .05 .05 .05 7.3000 I .05 .05 .05 .06 .06 7.5500 I .06 .06 .06 .06 .07 7.8000 I .07 .07 .07 .08 .08 8.0500 I .09 .09 .09 .10 .11 8.3000 I .11 .12 .12 .13 .14 8.5500 I .15 .15 .16 .17 .18 8.8000 .19 .20 .21 .22 .23 9.0500 I .24 .25 .25 .26 .26 9.3000 I .26 .26 .26 .26 .26 9.5500 I .26 .26 .26 .26 .26 9.8000 I .26 .26 .26 .26 .27 10.0500 I .27 .28 .29 .30 .31 10.3000 I .32 .34 .35 .37 .39 10.5500 .41 .43 .45 .47 .49 10.8000 I .50 .51 .53 .54 .55 11. 0500 .57 .58 .61 .63 .65 11.3000 I .66 .68 .69 .71 .74 11- 5500 I .77 .81 ..86 .91 .95 11.8000 I 1.01 1.07 1.14 1.24 l.37 12.0500 1.47 1.59 1.74 1.89 2.04 12.3000 2.20 2.33 2.45 2.55 2.63 12.5500 2.70 2.76 2.80 2.84 2.88 12.8000 2.91 2.94 2.96 2.98 3.00 o u u SiN: 321D05A070C9 PondPack Ver. 8.0058 paul I. Cripe, Inc. Compute Time: 14:02:SS Date: 02!DD/YYYY u j u Type.... Diverted Hydrograph Name. . .. 8 It PIPE File. ... C: \WINDOWS\Desktop\ Storm... TyperI 24hr Tag: A.. 10 Page 9.09 Event; 10 yr l.J HYDROGRAPH ORDINATES (cfs) Time I Output Time increment ~ .0500 hrs hrs Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 13.0500 I 3.02 3.03 3.03 3.04 3.04 13.3000 I 3.04 3.05 3.05 3.05 3.06 13.5500 I 3.06 3.06 3.06 3.06 3.07 13.8000 I 3.07 3.07 3.08 3.09 3.09 14.0500 I 3.10 3.10 3.11 3.11 3.12 14.3000 I 3.12 3.12 3.13 3.13 3.13 14.5500 3.B 3.13 3.13 3.13 3.12 14.8000 I 3.12 3.12 3.11 3.11 3.10 15.0500 I 3.10 3 .09 3 .09 3.08 3.08 15.3000 I 3.07 3.07 3.06 3.06 3.06 15.5500 I 3:06 3.06 3.06 3.06 3.06 15.8000 I 3.07 3.07 3.07 3.07 3.07 16.0500 3.07 3.07 3.07 3.07 3.07 16.3000 I 3.07 3.07 3.07 3.07 3.07 16.5500 I 3.07 3.07 3.07 3.07 3.06 16.8000 I 3.06 3.06 3.06 3.05 3.05 17.0500 3.05 3.04 3.04 3.04 3.03 17.3000 I 3.03 3.02 3.02 3.01 3.01 17.5500 I 3.00 3.00 2.99 2.99 2.98 17.8000 I 2.9B 2.97 2.96 2.96 2.95 18.0500 I 2.95 2.94 2.94 2.93 2.92 18.3000 I 2.92 2.91 2.91 2.90 2.90 18.5500 I 2.89 2.89 2.88 2.88 2.88 18.BOOO 2.88 2.88 2.88 2.88 2.88 19.0500 2.87 2.87 2.87 2.87 2.87 19.3000 I 2.87 2.87 2.87 2.87 2.87 19.5500 I 2.87 2.87 2.87 2.86 2.86 19.8000 2.86 2.86 2.86 2.86 2.86 20.0500 I 2.85 2.85 2.85 2.85 2.85 20.3000 I 2.85 2.84 2.84 2.84' 2. B4 20 .5500 I 2.83 2.83 2.83 2.83 2.82 20.8000-1 2.82 2.82 2.82 2.81 2.81 21. 0500 I 2.81 2.80 2.80 2.80 2. BO 21.3000 I 2.79 2.79 2.79 2.78 2.78 21.5500 2.77 2.77 2.77 2.76 2.76 21. BODO I 2.75 2.75 2.74 2.74 2.74 22.0500 I 2.73 2.73 2.72 2.72 2.71 22.3000 2.72 2.70 2.70 2.69 2.68 22.5500 2.68 2.67 2.67 2.66 2.66 22.8000 2.65 2.65 2.64 2.63 2.63 23.0500 2.62 2.62 2.61 2.61 2.60 23.3000 2.59 2.59 2.58 2.58 2.57 23.5500 2.57 2.56 2.56 2.55 2.54 23.8000 2.54 2.53 2.53 2.52 2.52 24.0500 2.51 2.51 2.50 2.50 2.49 24.3000 2.48 2.48 2.47 2.46 2.46 24.5500 2.45 2.45 2.44 2.43 2.43 L , I ~ ~ U I I 'y , .I j ~ ~ !I Y ~ W -l i u J SIN: 321D05A070C9 Pondpack Ver. 8.0058 Paul I. Cripe, Inc. Compute Time: 14:02:88 Date; D2/DD/YYY'l u [j, Type.... Diverted Hydrograph Name.... 8" PIPE File.... C:\WINDOWS\Desktop\ Storm... TypelI 24hr Tag: A.. 10 Page 9.10 Event: 10 yr I U I I L HYDROGRAPH ORDINATES (cis) Time I Output Time increment ~ .0500 hrs hrs I Time on left represents time for first value in each row. ---------[-------------------------------------------------------------- 24.8000 I 2.42 2.42 2.41 2.40 2...0 25.0500 I 2.39 2.39 2.38 2.37 2.37 25.3000 I 2.36 2.36 2.35 2.34 2.34 25.5500 2.33 2.33 2.32 2.31 2.31 25.8000 I 2.30 2.30 2.29 2.29 2.28 26.0500 I 2.27 2.27 2.26 '2.26 2.25 26.3000 I 2.25 2.24 2.24 2.23 2.22 26.5500 2.22 2.21 2.21 2.20 2.20 26.8000 2.19 2.18 2.18 2.17 2.16 27.0500 I 2.16 2.15 2.15 2.l4 2.13 27.3000 I 2.i3 2.12 2.11 2.11 2.10 27.5500 I 2.09 2.09 2.08 2.08 2.07 27.8000 I 2.06 2.06 2.05 2.04 2.04 28.0500 I 2.03 2.03 2.02 2.01 2.01 28.3000 I 2.00 2.00 1.99 1.98 1.98 28.5500 I 1. 97 1. 97 1. 96 1. 95 1. 95 28.8000 I 1.94 1.94 1.93 1.93 1.92 29.0500 [ 1.91 1.91 1.90 1.90 1.89 29.3000 I 1.89 1.88 1.87 1.87 1..86 29.5500 I 1.86 1.85 1.85 1.84 1.84 29.8000 1.83 1.82 1.82 1.81 1.80 30.0500 I 1.79 1.79 1.78 1.77 1.77 30.3000 I 1.76 1.75 1.75 1.74 1.73 30.5500 1.73 1.72 1.71 1.71 1.70 30.8000 I 1.69 1.69 1.68 1.67 1.67 31.0500 1.66 1.65 1.65 1.64 1.64 31.3000 1.63 1.62 1.62 1.61 1.60 31.5500 I 1.60 1.59 1.59 1.58 1.57 31.8000 1.57 1.56 1.56 1.55 1.54 32.0500 I 1.54 1.53 1.53 1.52 1.5:;1. 32.3000 I 1.51 1.50 1.50 1.49 1.48 32.5500 1.48 1.47 1.47 1.46 1.46 32.8000 I 1.45 1.44 1.44 1.43 1.43 33.0500 I 1.42 1.42 1.41 1.41 1.40 33.3000 1.40 1.39 1.38 1.38 1.37 33.5500 I 1.36 1.35 1.34 1.33 1.32 33.8000 1.31 1.30 1.29 1.28 1..27 34.0500 I 1.26 1.25 1.25 1.24 1.23 34.3000 I 1.22 1.21 1.20 1.19 1.18 34.5500 1.18 1.17 1.16 1.15 1.14 34.8000 I 1.13 1.13 1.12 1.11 1.10 35.0500 I 1.10 1.09 1.08 1.07 1.06 35.3000 I 1.06 1.05 1.04 1.03 1.03 35.5500 I 1.02 1.01 1.01 1.00 .99 35.8000 I .98 .98 .97 .96 .96 36.0500 I .95 .94 .94 .93 .92 36.3000 I .92 .91 .90 .90 .89 ~ ~ ~ u ~ r .,~ 1 ~ u ~ u o u SiN, 321D05A070C9 Pandpack Ver. 8.0058 Paul I. Cripe, Inc. Compute Time; 14.02:88 Date: 02/DD/yYyy u Type. ... Diverted Hydrograph Name. . _. a" PIPE File.... C:\WINDOWS\Desktop\ Storm... TypeII 24hr Tag: A.. 10 Page 9.11 Event: 10 yr u D HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs Time on left represent.s time for first value in each row. ---------1-------------------------------------------------------------- 36.5500 I .88 .B8 .87 .87 .86 36.8000 I .85 .85 .84 .84 .83 37.0500 I .82 .82 .81 .81 .80 37.3000 I .79 .79 .78 .78 .77 37.5500 I .77 .76 .76 .75 .75 37.8000 I .74 .73 .73 .72 .72 38.0500 .71 .71 .70 .70 .69 3B.3000 I .69 .68 .68 .67 .67 38.5500 I .66 .66 .66 .65 .65 38.8000 I .64 .64 .63 .63 .62 39.0500 .62 .61 .61 .61 .60 39.3000 I .60 ,59 .59 .58 .58 39.5500 .58 .57 .57 .57 .57 39.8000 .56 .56 .56 .55 .55 40.0500 I .55 .54 .54 .54 .54 40.3000 I .53 .53 .53 .52 .52 40.5500 .52 .52 .51 .51 .51 40.8000 I .51 .50 .50 .50 .50 41.0500 I .49 .49 .49 .48 .48 41.3000 f .48 .48 .47 .47 .47 41.5500 f .47 .46 .46 .46 .46 41.8000 I .45 .45 .45 .45 .45 42.0500 I .44 .44 .44 .44 .43 42.3000 .43 .43 .43 .42 .42 42.5500 .42 .42 .42 .41 .41 42.8000 I .41 .41 .40 .40 .40 43.0500 .40 .40 .39 .39 .39 43.3000 I .39 .39 .38 .38 .38 43.5500 I .38 .38 .37 .37 .37 43.6000 I .37 .37 .36 .36 .36 44.0500 .36 .36 .35 .35 .35 44.3000 I .35 .35 .35 .34 .34 44.5500 .34 .34 .34 .33 .33 44.8000 .33 .33 .33 .33 .32 45.0500 I .32 .32 .32 .32 .32 45.3000 I .31 .31 .31 .31 .31 45.5500 f .31 .30 .30 .30 .30 45.8000 I .30 .30 .29 .29 .29 46.0500 I .29 .29 .29 .29 .28 46.3000 I .28 .28 .28 .28 .28 46.5500 I .28 .27 .27 .27 .27 46.BOOO I .27 .27 .27 .26 .26 47.0500 I .26 .26 .26 .26 .26 47.3000 I .25 .25 .25 .25 .25 47.5500 I .25 .25 .24 .24 .24 47.8000 J .24 .24 .21 .24 .24 48.0500 .23 .23 .23 .23 .23 D u o o u D o I o I 1 y ~ y U u SiN: 321DOSA070C9 PondPack Ver. 8.0058 Paul 1. Cripe, Inc. Compute Time, 14:02:55 Date: 02/DD/YYYY u Type.... Diverted Hydrograph Name.... B" PIPE File.... C:\WINDOWS\Desktop\ Storm. .. TypeII 24hr Tag: A.. 10 Page 9.12 Event: 10 yr o [J HYDROGRAPH ORDINATES (cfs) Time I Output Time increment '" . 0500 hrs hrs I Time on left represents time for first value in each row. --------- -------------------------------------------------------------- 48.3000 I .23 .23 .23 .23 .22 48.5500 I .22 .22 .22 .22 .22 48.8000 I .22 .22 .21 .21 .21 49.0500 I .21 .21 .21 .21 .21 49.3000 I .21 .20 .20 .20 .20 49.5500 I .20 .20 .20 .20 .20 49.8000 I .20 .19 .19 .19 .19 50.0500 I .19 .19 .19 .19 .19 50.3000 I .19 .18 .18 .18 .18 50.5500 I .18 .18 .18 .18 .18 50.8000 I .18 .17 .17 .17 .17 51.0500 I .17 .17 .17 .17 .17 51.3000 I .17 .17 .16 .16 .16 51.5500 .16 .16 .16 .16 .16 51.8000 I .16 .16 .16 .16 .15 52.0500 I .15 .15 .15 .15 .15 52.3000 I .15 .15 .15 .15 .15 52.5500 I .15 .15 .14 .14 .14 52.8000 I .14 .14 .14 .14 .14 53.0500 I .14 .14 .14 .14 .14 53.3000 .13 .13 .13 .13 .13 53.5500 I .13 .13 .13 .13 .13 53.8000 I .13 .13 .13 .13 .13 54.0500 .12 .12 .12 .12 .12 54.3000 I .12 .12 .12 .12 .12 54.5500 I .12 .12 .12 .12 .12 54.8000 I .11 .11 .11 .11 .11 55.0500 I .11 .11 .11 .11 .11 55.3000 I .11 .ll .11 .11 .11 55.5500 I .11 .11 .11 .10 .10 55.8000 I .10 .10 .10 .10 .10 56.0500 , .10 .10 .10 .10 .10 56.3000 I .10 .10 .10 .10 .10 56.5500 I .10 .10 .09 .09 .09 56.8000 .09 .09 .09 .09 .09 57.0500 .09 .09 .09 .09 .09 57.3000 I .09 .09 .09 .09 .09 57.5500 [ .09 .09 .09 .08 .08 57.8000 I .08 .08 .08 .08 .08 58.0500 I .08 .08 .08 .08 .08 58.3000 .08 .08 .08 .08 .08 58.5500 I .08 .08 .08 .08 .08 58.8000 I .08 .07 .07 .07 .07 59.0500 .07 .07 .07 .07 .07 59.3000 I .07 .07 .07 .07 .07 59.5500 I .07 .07 .07 .07 .07 59.8000 I .07 .07 .07 .07 .07 u [J J D ~ ~ ~ ~ y LJ I Y ..--- "' I 'J I ~ U I SIN; 321005A070C9 Pond Pack Ver. 8.0058 Paul T. Cripe, Inc. Compute Time: 14:02:SS Date: 02/DD/YYYY ~ ~ cl ~ y [ Type.... Diverted Hydrograph Name.... 8" PIPE File.... C,\WINDOWS\Desktop\ Storm... TyperI 24hr Tag: A.. 10 Page 9. 13 Event: 10 yr ~ ~ ~ ~ Q I U I ~ i 1 r] y y U l HYDROGRAPH ORDINATES 'cf s) Time I Output Time increment ~ .0500 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 60.0500 I .07 .07 .07 .06 .06 60.3000 I .06 .06 .06 .06 .06 60.5500 I .06 .06 .06 .06 .06 60.BOOO I .06 .06 .06 .06 .06 61.0500 I .06 .06 .06 .06 .06 61.3000 I .06 .06 .06 .06 .06 61. 5500 I .06 .06 .06 .06 .06 61.8000 I .05 .05 .05 .05 .05 62.0500 I .05 .05 .05 .05 .05 62.3000 I .05 .05 .05 .05 .05 62.5500 I .05 .05 .05 .05. .05 62.8000 I .05 .05 .05 .05 .05 63.0500 I .05 .05 . OS .05 .05 63.3000 I .05 .05 .05 .05 .05 63.5500 I .05 .05 .05 .04 .04 63.8000 .04 .04 .04 .04 .04 64.0500 I .04 .04 .04 .04 .04 64.3000 I .04 .04 .04 .04 .04 64.5500 .04 .04 .04 .04 .04 64.8000 I .04 .04 .04 .04 .04 65.0500 .04 .04 .04 .04 .04 65.3000 I .04 .04 .04 .04 .04 65.5500 I .04 .04 .04 .04 .04 65.BOOO I .04 .04 .04 .04 .04 66.0500 I .03 .03 .03 .03 .03 66.3000 J .03 .03 .03 .03 .03 66.5500 .03 .03 .03 .03 .03 66.8000 .03 .03 .03 .03 .03 67.0500 I .03 .03 .03 .03 .03 67.3000 I .03 .03 .03 .03 .03 67.5500 I .03 .. 03 .03 .03 .03 67.BOOO .03 .03 .03 .03 .03 68.0500 I .03 .03 .03 .03 .03 68.3000 I .03 .03 .03 .03 .03 68.5500 r .03 .03 .03 .03 .03 68.8000 .03 .03 .03 .03 .03 69.0500 .03 .03 .03 .03 .02 69.3000 I .02 .02 .02.02 .02 69.5500 I .02 .02 .02 .02 .02 69.8000 I .02 .02 .02 .02 .02 70.0500 I .02 .02 .02 .02 .02 70.3000 I .02 .02 .02 .02 .02 70.5500 I .02 .02 .02 .02 .02 70.8000 r .02 .02 .02 .02 .02 71.0500 .02 .02 .02 .02 .02 71.3000 .02 .02 .02 .02 .02 71.5500 I .02 .02 .02 .02 .02 SiN: 321DOSA070C9 pondpack Ver. 8.0058 Paul T. Cripe, Inc. Compute Time: 14:02:SS Date: OZ!DD!YYYY UJ j 01 I i 01 Type. . .. Diverted Hydrograph Name. . .. a 11 PIPE File.... C:\WlNDOWS\Desktop\ Storm. .. Typell 24hr Tag: A.. 10 Page 9.14 Event: 10 yr: u HYDROGRAPH ORDINATES (cfs) Time I Output Time increment ~ .0500 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 71.8000 I .02 .02 .02 .02 .02 72.0500 I .02 .02 .02 .02 .02 72.3000 I .02 .02 .02 .02 .02 72.5500 I .02 .02 .02 .02 .02 72.8000 I .02 .02 .02 .02 .02 73.0500 I .02 .02 .02 .02 .02 73.3000 I .02 .02 .02 .02 .02 73.5500 I .02 .02 .02 .02 .02 73.8000 f .02 .02 .02 .02 .02 74.0500 .01 .01 .01 .01 .01 74.3000 .02 .01 .01 .01 .01 74.5500 I .02 .01 .01 .01 .01 74.8000 I .01 .01 .01 .01 .01 75.0500 I .01 .01 .01 .01 .01 75.3000 I .01 .01 .01 .01 .01 75.5500 I .01 .01 .01 .01 .01 75.8000 .01 .01 .01 .01 .01 76.0500 I .01 .01 .01 .01 .01 76.3000 I .01 .01 .01 .01 .01 76.5500 I .01 .01 .01 .01 .01 76.8000 j .01 .01 .01 .01 .01 77.0500 I .01 .01 .01 .01 .01 77.3000 ] .01 .01 .01 .01 .01 77.5500 I .01 .01 .01 .01 .01 77.8000 I .01 .01 .01 .01 .01 78.0500 .01 .01 .01 .01 .01 78.3000 I .01 .01 .01 .01 .01 78.5500 .01 .01 .01 .01 .01 78.8000 .01 .01 .01 .01 .01 79.0500 I .01 .01 .01 .01 .01 79.3000 I .01 .01 .01 .01 .01 79.5500 .01 .01 .01 .01 .01 79.8000 I .01 .01 .01 .01 .01 80.0500 I .01 .01 .01 .01 -.01 80.3000 I .01 .01 .01 .01 .01 80.5500 I . OJ.. .01 .01 .01 .01 80.8000 I . OJ.. .01 .01 .01 .01 8:1..0500 I .01 .01 .01 .Ol .01 81.3000 .01 .01 .01 .Ol .01 8:1..5500 I .01 . OJ.. .01 .01 .Ol B1.8000 I .01 .01 .01 .01 .01 82.0500 I .01 .01 .Ol .01 .01 82.3000 .02 .01 .01 .01 .01 82.5500 I .01 .01 .01 .01 .01 82.0000 .01 . OJ.. .01 .01 .01 83.0500 I .01 .01 .01 .Ol .01 83.3000 I .01 .01 .01 .01 .01 o L ! II Y n ~ ~ y ,.1 LJ I ~ ~ [J u SiN: 32~D05A070C9 Pond Pack Ver. 8.0058 Paul r. Cripe, Inc. Compute Time: ~4:a2:SS Date: 02/DD/YYYX u Type.... Diverted Hydrograph Name.... 8" PIPE File.... C:\WINDOWS\nesktop\ Storm... TypeII 24hr Tag: A.. 10 Page 9.15 Event: 10 yr u u HYDROGRAPH ORDINATES (cis) Time I Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 83.5500 I .01 .01 .01 .01 .01 83.8000 .01 .01 .01 .01 .01 84.0500 I .01 .01 .01 .01 .01 84.3000 I .01 .01 .01 .00 .00 84.5500 I .00 .00 .00 .00 .00 81.8000 I .00 .00 .00 .00 .00 85.0500 I .00 .00 .00 .00 .00 85.3000 .00 .00 .00 .00 .00 85.5500 .00 .00 .00 .00 .00 85.8000 .00 .00 .00 .00 .00 86.0500 .00 .00 .00 .00 .00 85.3000 .00 .00 .00 .00 .00 86.5500 .00 .00 .00 .00 .00 86.8000 .00 .00 .00 .00 .00 87.0500 .00 .00 .00 .00 .00 87.3000 .00 .00 .00 .00 .00 87.5500 .00 .00 .00 .00 .00 87.8000 .00 .00 .00 .00 .00 88.0500 .00 .00 .00 .00 .00 88.3000 .00 .00 .00 .00 .00 88.5500 .00 .00 .00 .00 .00 88.8000 .00 .00 .00 .00 .00 89.0500 .00 .00 .00 .00 .00 89.3000 .00 o D u u u o ~ ~ 1 ~ ~ ~ U j ~ ; u o SIN: 321D05A070C9 PondPack Ver. 8.0056 Paul I. Cripe, Inc. Ccmpute Time: 14,02:SS Date: 02/DD/YYYY [J Type.... Diverted Hydrograph Name.... 8" PIPE File.. .. C:\WINDOWS\Desktop\ Storm... TypelI 24hr Tag: A. .100 Page 9.16 Event: 100 yr u o DIVERTED HYDROGRAPH. . . HYG file HYG ID ~ 8" PIPE HYG Tag = A..100 D Peak Discharge Time to Peak HYG Volume 3.82 cfs 14.5000 hrs 7.991 ac-ft u HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ~--------I-----------------~--------------------------~----------------- 4.3500 I .00 .00 .00 .00 .00 4.6000 I .01 .01 .01 .01 .01 4.8500 I .02 .02 .02 .02 .03 5.1000 I .03 .04 .04 .05 .05 5.3500 I .06 .06 .07 .07 .08 5.6000 I .09 .09 .10 .11 .12 5.8500 .13 .13 .14 .14 .14 6.1000 I .15 .15 .15 .15 .15 6.3500 I .15 .15 .15 .15 .15 6.6000 .15 .15 .14 .14 .14 6.8500 I .14 .14 .14 .14 .14 7.1000 I .14 .14 .~4 .14 .14 7.3500 .14 .14 .14 .14 .15 7.6000 f .15 .15 .16 .16 .17. 7.8500 .17 .1B .18 .19 .20 8.1000 .21 .21 .22 .23 .24 8.3500 I .25 .27 .28 .29 .31 8.6000 I .32 .33 .35 .37 .38 8.8500 I .40 .42 .44 .45 .47 9.1000 I .48 .49 .49 .49 .50 9 .3500 I . 50 . 50 . 50 .49 . 49 9.6000 I .49 .49 .49 .49 .49 9.8500 I .49 .49 .50 .51 .51 10.1000 I .53 .54 .56 .57 .60 10.3500 I .63 .66 .70 .74 .79 10.6000 I .83 .87 .91 .95 .98 10.8500 I 1.00 1.02 1.05 1.07 1.10 11.1000 I 1.14 1.17 1.20 1.23 1.25. 11.3500 I 1.28 1.30 1.33 1.37 1.40 11.6000 1.44 1.47 1.51 1.55 1.59 11.8500 I 1.64 1.70 1.79 1.88 1.98 12.1000 2.12 2.27 2.44 2.60 2.77 12.3500 I 2.91 3.04 3.15 3.25 3.32 w ~ U U ! I o ~ ~ y .~ ~ U I I o [J SIN: 321D05A070C9 PondPack Ver. 8.0058 Paul I. Cripe. Inc. Compute Time: 14:02:88 Date; 02!DD/YYYY u Type. . .. Diverted Hydrograph Name.... 8" PIPE File.... C:\WINDOwS\Desktop\ Storm... TyperI 24hr Tag: A. .100 Page 9.17 Event: 100 yr u o HYDROGRAPH ORDINATES (ds) Time I Output Time increment ~ .0500 hrs hrs f Time on left represents time for first value in each row. --------- -------------------------------------------------------------- 12.6000 I 3.38 3.44 3.48 3.52 3.55 12.8500 3.59 3.61 3.64 3.66 3.67 13.1000 I 3.68 3.69 3.70 3.70 3.n 13.3500 I 3.71 3.72 3.72 3.73 3.73 13.6000 3.73 3.73 3.74 3.74 3.74 13 .8500 I 3.75 3.76 3.76 3.77 3.78 14.1000 I 3.79 3.79 3.80 3.80 3.81 14.3500 I 3.81 3.82 3.82 3.82 3.82 14.6000 I 3.82 3.82 3.82 3.82 3.81 14.8500 I 3.81 3.81 3.80 3.80 3.79 '15.1000 I 3.79 3.79 3.78 3'.78 3.77 15.3500 3.77 3.76 3.76 3.76 3.76 15.6000 I 3.76 3.76 3.77 3.77 3.77 15.8500 I 3.77 3.77 3.78 3.78 3.78 16.1000 I 3.78 3.78 3.78 3.79 3.79 16.3500 I 3.79 3.79 3.79 3.79 3.79 16.6000 I 3.79 3.79 3.78 3.78 3.78 16.8500 I 3.78 3.78 3.77 3.77 3.77 D.I000 I 3.77 3.76 3.76 3.76 3.75 17.3500 I 3.75 3.74 3.74 3.73 3.73 17.6000 3.73 3.72 3.72 3.71 3.n 17.8500 I 3.70 3.70 3.69 3.69 3.68 18.1000 I 3.68 3.67 3.67 3.66 3.66 18.3500 I 3.65 3.65 3.64 3.64 3.63 18.6000 I 3.63 3.63 3.62 3.62 3.62 18.8500 I 3.62 3.62 3.6,2 3.62 3.62 19.1000 3.62 3.62 3.62 3.62 3.62 19.3500 3.62 3.52 3.62 3.62 3.62 29.6000 I 3.62 3.62 3.62 3.62 3.61 19.8500 I 3.61 3.61 3.6:1 3.61 3.61 20.1000 I 3.61 3.61 3.61 3.60 3.60 20.3500 I 3.60 3.60 3.60 3.60 3.59 20.6000 3.59 3.59 3.59 3.59 3.58 20.8500 I 3.58 3.58 3.58 3.57 3.57 21.1000 I 3.57 3.57 3.56 3.56 3.56 21. 3500 3.56 3.55 3.55 3.55 3.54 21. 6000 I 3.54 3.54 3.53 3.53 3.53 21.8500 I 3.52 3.52 3.51 3.51 3.51 22.1000 I 3.50 3.50 3.49 3.49 3.48 22.3500 I 3.48 3.48 3.47 3.47 3.46 22.6000 J 3.46 3.45 3.45 3.44 3.44 22.8500 3.43 3.43 3.42 3.41 3.41 23.1000 3.40 3.40 3.39 3.39 3.38 23.3500 I 3.38 3.37 3.37 3.36 3.36 23.6000 I 3.35 3.35 3.34 3.33 3.33 23.8500 I 3.32 3.32 3.31 3.31 3.30 24.1000 I 3.30 3.29 3.29 3.28 3.28 o D u D D u u D u o U II] I Y o I u o SiN; 321DD5A070C9 pondpack Ver. B.005B Paul I. Cripe, Inc. Compute Time: 14:02:$S Date: 02/DD/YYYY o u Type.... Diverted Hydrograph Name. ... 8" PIPE File.... C:\WINDOWS\Desktop\ Storm... TypeII 24hr Tag: A. .100 Page 9.18 Event: 100 yr U I ! HYDROGRAPH ORDINATES (efs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. --------- -----------------~-------------------------------------------- 24.3500 24.6000 24.8500 25.1000 25.3500 25.6000 25.8500 26.1000 26.3500 26.6000 26.8500 27.1000 27.3500 27.6000 27.8500 28.1000 28.3500 28.6000 28.8500 29.1000 29.3500 29.6000 29.8500 30.1000 30.3500 30.6000 30.8500 31. 1000 31.3500 31.6000 31.8500 32.1000 32.3500 32.6000 32.8500 33.1000 33.3500 33.6000 33.8500 34.1000 34.3500 34.6000 34.8500 35.1000 35.3500 35.6000 35.8500 3.27 3.25 3.22 3.19 3.16 3.14 3.11 3.08 3.06 3.03 3.00 2.97 2'.94 2.92 2.89 2.86 2.83 2.81 2.78 2.75 2.72 2.69 2.66 2.63 2.60 2.58 2.55 2.52 2.49 2.46 2.43 2.40 2.37 2.34 2.31 2.28 2.26 2.23 2.20 2.17 2.14 2.11 2.07 2.04 2.01 1.98 1.95 ; D I ~ U ~ ~ ~ W i ~ j ~ ~ ~ ~ ~ y ~ SIN, 321DOSA070CS PondPack Ver. 8.0058 3.27 3.24 3.21 3.19 3.16 3.13 3.10 3.08 3.05 3.02 3.00 2.97 2.94 2.91 2.88 2.85 2.83 2.80 2.77 2.74 2.71 2.68 2.66 2.63 2.60 2.57 2.54 2.52 2.49 2.46 2.43 2.40 2.37 2.34 2.31 2.28 2.25 2.22 2.20 2.16 2.13 2.10 2.07 2.04 2.01 1. 98 1. 95 3.26 3.24 3.21 3.18 3.15 3.12 3.10 3.07 3.04 3.02 2.99 2.96 2.93 2.90 2.88 2.85 2.82 2.79 2.77 2.74 2.71 2.68 2.65 2.62 2.59 2.57 2.54 2.51 2.48 2.45 2.42 2.39 2.36 2.33 2.30 2.27 2.24 2.22 2.19 2.16 2.12 2.09 2.06 2.03 2.00 1.97 1. 94 Paul I. Cripe, Inc. Compute Time: 14:02:83 3.26 3.23 3.20 3.17 3.15 3.12 3.09 3.07 3.04 3..01 2.98 2.96 2.93 2.90 2.87 2.84 2.82 2.79 2.76 2.73 2.70 2.67 2.64 2.62 2.59 2.56 2.53 2.50 2.48 2.44 2.41 2.38 2.35 2.33 2.30 2.27 2.24 2.21 2.18 2.15 2.12 2.09 2.06 2.02 1. 99 1.97 1.94 3.25 3.22 3.20 3.17 3.14 3.11 3.09 3.06 3.03 3.01 2.98 2.95 2.92 2.89 2.87 2.84 2.81 2.78 2.76 2.73 2.70 2.67 2.64 2.61 2.58 2.55 2.53 2.50 2.47 2.44 2.41 2.38 2.35 2.32 2.29 2.26 2.23 2.21 2.18 2.14 2.11 2.08 2.05 2.02 1. 99 1.96 1.93 Date; 02/DD(YYYY U Type... . Diverted Hydrograph Page 9.19 I ~ Name.. .. 8" PIPE Event: 100 yr File... . C:\WINDOWS\Desktop\ Storm. . . Type II 24hr Tag: A. .100 HYDROGRAPH ORDINATES (cfs) Time output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. -~------- -------~------------------------------------------------------ 36.1000 1.92 1. 92 1.91 1.91 1. 90 36.3500 1.90 1. 89 1.88 1.88 1. 87 36.6000 1. 87 1.86 1. 86 1.85 1. 84 36.8500 I 1. 84 1. 83 1. 83 1. 82 1. 81 37.1000 I 1. 81 1. 80 1.79 1. 79 1. 78 37.3500 1. 77 1. 76 1. 76 1..75 1. 74 ~ 37.6000 1. 74 1. 73 1.72 1. 72 1.71 37.8500 I 1. 70 1.70 1. 69 1. 68 1. 68 38.1000 1. 67 1. 67 1. 66 1.65 1. 65 38.3500 1. 64 1. 63 1.63 1. 62 1. 61 38:6000 I 1. 61 1. 60 1. 60 1.5Ei 1. 58 Y 38.8500 I 1. 58 1.57 1.57 1.56 1. 55 39.1000 I 1. 55 1.54 1. 54 1.53 1. 52 39.3500 I 1.52 1.51 1. 51 1.50 1.49 39.6000 1.49 1.48 1.48 1.47 1.47 ~ 39.8500 I 1. 46 1.45 1.45 1.44 1. 44 40.1000 I 1.43 1.43 1.42 1. 42 1.41 40.3500 1. 41 1.40 1.39 1.39 1. 38 40.6000 I 1. 37 1.36 1.35 1.34 1. 33 40.8500 I 1.33 1.32 1.31 1.30 1.29 41.1000 1. 28 1.27 1. 26 1. 25 1. 24 41.3500 1.23 1.23 1.22 1.21 1.20 41.6000 I 1.19 1.18 1.17 1.17 1.16 41. 8500 I 1.15 1.14 1.13 1.12 1.12 42.1000 I 1.11 1.10 1. 09 1. 09 1. 08 42.3500 I 1. 07 1. 06 1. 05 1. 05 1. 04 42.6000 I 1. 03 1. 03 1.02 1.01 1. 00 42.8500 I 1.00 .99 .98 ..98 .97 ~ 43.1000 I .96 .95 .95 .94 .93 43.3500 .93 .92 .91 .91 .90 43.6000 .90 .89 .88 .88 .87 43.8500 I .86 .86 .85 .85 .84 ,.' 44.1000 I .83 .83 .82 .82 .81 ~ 44.3500 I .80 .80 .79 .79 .78 44.6000 I .78 .77 '.77 .76 .75 44.8500 I .75 .74 .74 .73 .73 45.1000 .72 .72 .71 .71 .70 Y 45.3500 .70 .69 .69 .68 .68 45.6000 I .67 .67 .66 .66 .65 45.8500 I .65 .64 .64 .64 .63 46.1000 .63 .62 .62 .61 .61 r~ 46.3500 I .60 .60 .60 .59 .59 U 46.6000 .58 .58 .58 .57 .57 46.8500 .57 .56 .56 .56 .56 I 47.1000 I .55 .55 .55 .54 .54 47.3500 .54 .54 .53 .53 .53 ~ 47.6000 I .52 .52 .52 .52 .51 U I Y ~ r'..., W i . 1- U I SjN: 32~D05A070C9 Paul I. C:l:ipe, Inc. I . U Pondpack Vel::. 8.0058 Compute Tim",: 14:02:55 Date: 02jDD/YYYY u u Type.... Diverted Hydrograph Name.... 8" PIPE File.... C:\WINDOWS\Desktop\ Storm... TypeII 24hr Tag: A. .100 Page 9.20 Event: 100 yr u HYDROGRAPH ORDINATES (cfs) Time , Output Time increment ~ .0500 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 47.8500 I .51 .51 .51 .50 .50 48.1000 I .50 .49 .49 .49 .49 48.3500 I .48 .48 .48 .48 .47 48.6000 I .17 .47 .47 .46 .46 48.8500 I .46 .46 .45 .45 .45 49.1000 .45 .44 .44 .44 .44 49.3500 .44 .43 .43 .43 .43 49.6000 I .42 .42 .42 .~2 .42 49.B500 I .41 .41 .41 .41 .40 50.1000 I .40 ..40 .40 .40 .39 50.3500 I .39 .39 .39 .39 .38 50.6000 I .38 .38 .38 .38 ..37 50.8500 I .37 .37 .37 .37 .36 51.1000 I .36 .36 .36 .36 .35 51.3500 .35 .35 .35 .35 .35 51.6000 .34 .34 .34 .34 .34 51.8500 I .33 .33 .33 .33 .33 52.1000 I .33 .32 .32 .32 .32 52.3500 1 .32 .32 .31 .31 .31 52.6000 I .31 .31 .31 .30 .30 52.8500 .30 .30 .30 .30 .29 53.1000 I .29 .29 .29 .29 .29 53.3500 I .29 .28 .28 .28 .28 53.6000 I .28 .28 .27 .27 .27 53.8500 I .27 .27 .27 .27 .26 54.1000 I .26 .26 .26 .26 .26 54.3500 .26 .26 .25 .25 .25 54.6000 I .25 .25 .25 .25 .24 54.8500 I .24 .24 .24 .24 .24 55.1000 I .24 .24 .23 .23 .23 55.3500 I .23 .23 .23 .23 .23 55.6000 .22 .22 .22 .22 .22 55.8500 .22 .22 .22 .22 .21 56.1000 .21 .21 .21 .21 .21 56.3500 .21 .21 .21 .20 .20 55.6000 .20 .20 .20 .20 .20 56.8500 .20 .20 .19 .19 .19. 57.1000 .19 .19 .19 .19 .19 57.3500 .19 .19 .18 .18 .18 57.6000 .18 .18 .18 .18 .18 57.8500 .18 .18 .18 .17 .17 58.1000 .17 .17 .17 .17 .17 58.3500 .17 .17 .17 .17 .16 58.6000 .16 .16 .16 .16 .16 58.8500 .16 .16 .1.6 .16 .16 59.1000 .16 .15 .15 .15 .15 59.3500 .15 .15 .15 .15 .15 u o [J o o y ~ y y ~ y U i t ~ ~ i U r' U SIN, 321DOSA070C9 PondPack VeT. 8.0058 Paul I. Cripe, Inc. Compute Time, 14:02,88 Date: 02/DD/YYYY u Type.... Diverted Hydrograph Name. . .. 8" PIPE File.... C:\WINDOWS\Desktop\ Storm... TypeII 24hr Tag: A. .100 Pa3e 9.21 Event: 100 yr " U o HYDROGRAPH ORDINATES (cfs) Time I Output Time increment ~ .0500 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 59.6000 J .15 .15 .15 .14 .14 59.8500 .14 .14 .14 .14 .14 60.1000 I .14 .14 .14 .14 .14 60.3500 I .14 .14 .13 .13 .13 60.6000 I .13 .13 .13 .13 .13 60.8500 I .13 .13 .13 .13 .13 61.1000 I .13 .12 .12 .12 .12 61.3500 I .12 .12 .12 .12 .12 61.6000 I .12 .12. .12 .12 .12 61.8500 .12 .12 .11 .11 .11 62.1000 .11 .11 .11 .11 .11 62.3500 I .11 .11 .11 .11 .11 62.6000 I .11 .11 .11 .11 .10 52.8500 I .10 .10 .10 .1C .10 63.1000 I .lO .10 .10 .10 .10 63.3500 I .10 .10 .10 .10 .10 63.6000 .10 .10 .10 .09 .09 63.8500 .09 .09 .09 .09 .09 64.1000 I .09 .09 .09 .09 .09 64.3500 I .09 .09 ."09 .09 .09 61.6000 I .09 .09 .09 .09 .08 64.8500 1 .08 .08 .08 .08 .08 65.1000 I .08 .08 .08 .08 .08 65.3500 I .OB .08 .08 .08 .08 65.6000 I .08 .OB .08 .OB .08 65.8500 .08 .OB .08 .07 .07 66.1000 .07 .07 .07 .07 .07 66.3500 I .07 .07 .07 .07 .07 66.6000 I .07 .07 .07 .07 .07 66.B500 I .07 .07 .07 .07 .07 67.1000 .07 .07 .07 .07 .07 67.3500 I .06 .06 .06 .06 .06 67.6000 I .06 .06 .06 .06 .06 67.8500 I .06 .06 .06 .06 .06 68.1000 I .06 .06 .06 .06 .06 68.3500 I .06 .06 .06 .06 .06 68.6000 I .06 .06 .06 .06 .06 68.8500 .06 .06 .05 .05 .OS' 69.1000 I .05 .05 .05 .05 .05 69.3500 I .05 .05 .05 .05 .05 69.6000 I .05 .05 .05 .05 .05 69.8500 [ .05 .05 . OS .05 .05 70.1000 I .05 .05 .05 .05 .05 70.3500 .05 .05 .05 .05 .05 70.6000 I .05 .05 .05 .05 .05 70.8500 I .04 .04 .04 .04 .04 71.1000 .04 .04 .04 .04 .04 U I i ~ ~ ~ ~ ~ D u u ~ U j o i I o i o lJ SIN: 321D05A070C9 pondpack Ver. 8.0058 Paul I. Cripe, Inc. Compu~e Time: 14:02,88 Da~~: 02!DD!YYYY u Type.... Diverted Hydrograph Name.... 8" PIPE File.... C:\WINDOWS\Desktop\ Storm... TypeII 24hr Tag: A..100 Page 9.22 Event: 100 yr u u HYDROGRAPH ORDINATES (cfs) Time Output Time increment"" . 0500 hrs hrs I Time on left represents time for first value in each row. -;~~;~~~-I---------~~~---------~;~---------~;~---------~~~---------~;~-- 7L6000 I .04 .04 .04 .04 .04 71.8500 I .04 .04 .04 .04 .04 72.1000 I .04 .04 .04 .04 .04 72.3500 I .04 .04 .04 .04 .04 72.6000 I .04 .04 .04 .04 .04 72.8500 I .04 .04 .04 .04 .04 73.1000 I .04 .04 .03 .03 .03 73.3500 I .03 .03 .03 .03 .03 73.6000 I .03 .03 .03 .03 .03 73.8500 I .03 .03 .03 .03 .03 74.1000 I .03 .03 .03 .03 .03 74.3500 I .03 .03 .03 .03 .03 74.6000 I .03 .03 .03 .03 .03 74.B500 I .03 .03 .03 ,03 .03 75.1000 .03 .03 ,03 .03 .03 75.3500 I .03 .03 .OJ .03 .03 75.6000 I .03 .OJ .03 .03 .03 75.8500 I .03 .03 .03 .03 .03 76.1000 I .03 .03 .03 .03 .03 76.3500 I .03 .02 .02 .02 .02 76.6000 I .02 .02 .02 .02 .02 76.8500 I .02 .02 .02 .02 .02 77 .1000 I .02 .02 .02 .02 .02 77.3500 I .02 .02 .02 .02 .02 77.6000 I .02 .02 .02 .02 .02 77.8500 .02 .02 .02 .02 .02 78.1000 ) .02 .02 .02 .02 .02 78.3500 I .02 .02 .02 .02 .02 78.6000 I .02 .02 .02 .02 .02 78.8500 I .02 .02 .02 ,02 .02 79.1000 I .02 .02 .02 .02 .02 79.3500 I .02 .02 .02 .02 .02 79.6000 I .02 .02 .02 .02 .02 79.B500 .02 .02 .02 .02 .02 60.1000 I .02 .02 .02 .02 .02 80.3500 .02 .02 .02 .02 .02 80.6000 I .02 .02 .02 .02 .02 80.8500 I .02 .02 .02 .02 .02 81.1000 .02 .02 .01 .01 .01 81.3500 I .01 .01 .01 .01 .01 81.6000 I .01 .01 .01 .01 .01 B1.B500 .01 .01 .01 .01 .01 82.1000 .01 .01 .01 .01 .01 82.3500 .01 .01 .01 .01 .01 82.6000 .01 .01 .01 .01 .01 82.8500 .01 .01 .01 .01 .01 o u u o U I o o I Y o o I ~ o Q 1 lJ u o SiN: 321D05A070C9 Pondpack Ver. 8.0058 Paul I. cripe, Inc. Compute Time: 14:02:55 Date: 02/DD/YYYY u Type.... Diverted Hydrograph Name.... 8" PIPE File.... C:\WINDOWS\Desktop\ Storm... Typer! 24hr Tag: A. .100 Page 9.23 Event: 100 yr o o HYDROGRAPH ORDINATBS (cf s ) Time I Output Time increment ~ .0500 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 83.1000 I .01 .01 .01 .01 .01 83.3500 I .01 .01 .01 .01 .01 83.6000 I .01 .01 .01 .01 .01 83.8500 I .01 .01 .01 .01 .01 84.1000 .01 .01 .01 .01 .01 84.3500 , .01 .01 .01 .01 .01 84.6000 i .01 .01 .01 .01 .01 84.8500 I .01 .01 .01 .01 .01 85.1000 I .01 .01 .01 .01 .01 85.3500 I .01 .01 .01 .01 .01 85.6000 I .OJ. .01 .01 .01 .01 85.8500 [ .01 .01 .01 .01 .01 86.1000 I .01 .01 .01 .01 .01 86.3500 I .01 .01 .01 .01 .01 86.6000 I .01 .01 .01 .01 .01 86.8500 I .01 .01 .01 .01 .01 87.1000 I .01 .01 .01 .01 .01 87.3500 I .01 .01 .01 .01 .01 87.6000 .01 .01 .01 .01 .01 87.8500 I .01 .01 .01 .01 .01 88.1000 .01 .01 .01 .01 .01 88.3500 I .01 .01 .01 .01 .01 88.6000 I .01 .01 .01 .01 .01 88.8500 .01 .01 .01 .01 .01 89.1000 .01 .01 .01 .01 .01 89.3500 I .01 .01 .01 .01 .01 89.6000 I .01 .01 .01 .OJ. .01 89.8500 .01 .01 .01 .01 .01 90.1000 .01 .01 .01 .01 .01 90.3500 I .01 .01 .01 .01 .01 90.6000 I .01 .01 .01 .01 .01 90.8500 I .01 .01 .01 .01 .01 91.1000 I .01 .01 .01 .01 . OJ. 91.3500 I .01 .01 .01 .02 .01 91.6000 I .00 .00 .00 .00 .00 91.8500 I .00 .00 .00 .00 .00 92.1000 I .00 .00 .00 .00 .00 92.3500 I .00 .00 .00 .00 .00 92.6000 .00 .00 .00 .00 .00 92.8500 I .00" .00 .00 .00 .00 93.1000 I .00 .00 .00 .00 .00' 93.3500 I .00 .00 .00 .00 .00 93.6000 I .00 .00 .00 .00 .00 93.8500 I .00 .00 .00 .00 .00 94.1000 I .00 .00 .00 .00 .00 94.3500 I .00 .00 .00 .00 .00 94.6000 I .00 .00 .00 .00 .00 J o ~. ~ ~ L) U ~ ~ y y y o I u u [j , SiN: 321DDSAD70C9 pondPack Ver. 8.0058 Paul T. Cripe, Inc. Compute Time: 14:02:8S Date, 02/DD/YYYY u Type.... Diverted Hydrograph Name.... 8" PIPE File.... C:\WINDOWS\Oesktop\ Storm... TypelI 24hr Tag: A..IOO Page 9.24 Event: 100 yr D u HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 94.8500 I .00 .00 .00 .00 .00 95.1000 I .00 .00 .00 .00 .00 95.3500 I .00 .00 .00 .00 .00 95.6000 I .00 .00 .00 .00 .00 95.8500 I .00 .00 .00 .00 .00 96.1000 I .00 .00 .00 .00 .00 96.3500 .00 .00 I I ~ ~ ~ ~) I [j I ~j ~ ~ 1 Y ~j l;l r o I I u SiN: 321D05A070C9 pondPack Ver. 8.0058 Paul T. Cripe, Inc. Compute Time; 14:02:S5 Date; 02/DD/YYYY r' U [J Type. . .. Pond E-V-Q Table Name. ... NE POND File.... C:\WINDOWS\Desktop\NE POND PROPOSED.PPW o HYG Dir Inflow HYG file Outflow HYG file o pond Node Data Pond Volume Data Pond Outlet Data No Infiltration o INITIAL CONDITIONS u Starting WS Elev Starting Volume Starting Outflow Starting Infiltr. Starting Total Qout= Time Increment ~ ~ ~ o i U ) L/ ~ Y u I ~ Y u Elevation ft Outflow cfs ---------------------~-------------------------------------------------------- 25jt + 0 cis 844.50 845.00 845.50 846.00 846.50 847.00 847.50 848.00 848.50 849.00 849.50 850.00 850.25 .00 .58 1.38 1. 83 2.19 2.50 2.77 3.02 3.25 3.46 3.67 3.86 3.95 o SiN; 321DOSA070C9 rondpack Ver. 8.0058 LEVEL POOL ROUTING DATA C:\WINDOWS\Desktop\ NONE STORED ~ HE POND NONE STORED - NE POND NE POND ME POND Outlet 1 844. 50 ft .000 ac-ft .00 cis .00 cfs .00 cfs .0500 hrs Storage ac-ft .000 .452 .919 1.397 1.890 2.397 2.918 3.452 4.000 4.562 5.l39 5.732 6.034 Area acres .8900 .9200 .9448 .9700 .9998 1.0300 1.0549 1.0BOO 1.1098 1.1400 1.1698 1. 2000 1. 2200 IN A. .100 OUT A. .100 Infilt . cfs .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 Paul I. Cripe, Inc. Compute Time; 14:02;58 Q Total cfs .00 .58 1.38 1. 83 2.19 2.50 2.77 3.02 3.25 3.46 3.67 3.86 3.95 Page 9.25 .00 2l9.58 146.02 678.16 916.85 1162.75 1415.29 1673.85 1939.03 2211.46 2491.l5 2778.08 2924.58 Date: 02/0Dfyyyy o Type.... Node: Pond Inflow Summary Name.... NE POND IN File.... C:\WINDOWS\Desktop\NE POND PROPOSED.PPW Storm. .. Typell 24hr Tag: A.. 2 Page 9.26 Event: 2 yr u o SUMMARY FOR HYDROGRAPH ADDITION a t Node: NE POND IN HYG Directory, C:\WINDOWS\Desktop\ u -----~-~~----~-----------------------~~~-~---------~---------------------- ~~~-~-----------~-------------~--------------~----------'-------~~--------- Upstream Link ID Upstream Node ID HYGfile HYG ID HYG tag -------------~-----------------------~-------------------------------~--~~ ADDHYD 2 ADDHYD 1 OFFSlTE ONSITE OFFSITE ONSITE A.. 2 A.. 2 ~ ~------------------------------~~-----------------~~---------------------- ---------------~------------~------------~----~-----------------------~~~~~ INFLOWS TO: ME POND IN o HYG file HYG ID HYG tag Volume ac-ft Peak rime hrs Peak Flow cfs ~~---~---------------------------------~~------------------------~-------- u OFFSITE A.. 2 .053 12.4000 .43 ONSITE A.. 2 3.482 12.3000 36.01 TOTAL FLOW INTO: NE POND IN ----------------------~~--------~------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac-ft hrs cfs u -----------------------------------------------------------------_._-------- NE POND IN A.. 2 3.535 12.3000 36.38 ~ U I j Y ~ ~ ~ y ~~ ~ U S!N, 32~D05A070C9 PondPack.Ver. 8.0058 Paul I. Cripe. Inc. Compute Time; 14;02,S8 Date; 02!nn/yyyy u Type. . .. Node: Pond Inflow Summary Name.... ME POND IN File.... C:\WINDOWS\Desktop\NE POND PROPOSED.PPW Storm... TypeII 24hr Tag: A.. 2 Page 9.27 Event: 2 yr o o TOTAL NODE INFLOW... HYGfile HYG ID NE POND HYG Tag A. . 2 IN -----------------~-~~---~---------- o Peak Discharge Time to Peak HYG Volume 36.38 cfs 12.3000 hrs 3.535 ac-ft o HYDROGRAPH ORDINATES {cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------I----------------------------~--------------------------~-----_ 5.0000 f .00 .00 .00 .01 .02 5.2500 .03 .04 .06 .07 .09 5.5000 I .12 .14 .16 .18 .21 5.7500 I .23 .23 .23 .20 .17 6.0000 I .13 .10 .07 .05 .04 6.2500 .03 .02 .02 .01 .01 6.5000 I .01 .00 .00 .00 .00 6.7500 f .00 .00 .00 .00 .00 7.0000 .00 .00 .01 .02 .02' 7.2500 .03 .05 .06 .08 .09 7.5000 I .11 .13 .15 .17 .19 7.7500 I .21 .24 .26 .29 .32 B.OOOO I .35 .38 .42 .45 .49 6.2500 I .53 .57 .62 .66 .71 6.5000 I .76 .81 .66 .92 .97 3.7500 I 1.03 1.09 1.14 1.15 1.11 9.0000 I 1.00 .85 .69 .53 .40 9.2500 I .29 .22 .16 .12 .09 9.5000 I .06 .05 .05 .06 .09 9.7500 I .15 .22 .32 .42 .54 10.0000 I .67 .81 .95 1.11 1.27 10.2500 I 1.43 1.61 1.79 1.98 2.18 10.5000 I 2.38 2.53 2.57 2.46 2.22 10.7500 I 1.94 1.70 1.55 1.54 1.66 11.0000 1.88 2.10 2.26 2.25 2.06 11.2500 I 1.82 1.64 1.64 1.88 2.36 11.5000 j 3.03 3.72 4.25 4.51 4.60 11.7500 4.81 5.43 6.59 8.34 10.79 12.0000 I 14.01 18.30 23.36 28.48 32.87 12.2500 I 35.67 36.38 35.09 32.33 28.81 12.5000 25.15 21.69 18.68 16.34 14.65 12.7500 I 13.39 12.37 n.42 10.37 9.12 13.0000 I 7.77 6.42 5.20 4.24 3.62 u y ~ q 1 U u w o I ~ ~ U ~ rl W I o o SiN, 321DOSA070C9 PondPack Vel:'. 8.0058 Paul 1. Cripe. Inc. Compute Time: 14:02:58 Date: OZiDD/YYYY [J Type. . .. Node: Pond Inflow Summary Name.... NE POND IN File.... C:\WlNDOWS\Desktop\NE POND PROPOSBD.PPW Storm... Typel! 24hr Tag: A.. 2 Page 9.28 Event: 2 yr u o HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------' ------------------.-------------------------------------------- 13.2500 I 3.34 3.30 3.38 3.42 3.36 13.5000 3.16 2.88 2.66 2.66 2.89 13.7500 I 3.25 3.67 4.05 4.31 4.45 14.0000 I 4.48 4.43 4.31 4.14 3.94 14.2500 I 3.72 3.47 3.21 2.94 2.66 14.5000 , 2.38 2.09 1.80 1.51 1.23 14.7500 I .98 .75 .57 .42 .31 15.0000 I .23 .17 .12 .09 .06 15.2500 I .09 .22 .49 .89 1.32 15.5000 I 1.74 2.09 2.35 2.52 2.61 15.7500 2.66 2.68 2.67 2.63 2.59 16.0000 I 2.53 2.47 2.40 2.32 2.24 16.2500 I 2.16 2.08 2.00 1.91 1.B3 16.5000 I 1.74 1.66 1.57 1.48 1.39 16.7500 I 1.31 1.22 1.13 1.05 .96 17.0000 I .87 .78 .70 .61 .52 17.2500 I .44 .35 .28 .22 .H 17.5000 .12 .09 .06 .05 .03 17.7500 I .03 .02 .01 .01 .01 18.0000 I .00 .00 .00 '.00 .00 18.2500 .00 .00 .01 .03 .10 18.5000 I .23 .43 .68 .95 1.18 18.7500 I 1.38 1.53 1.63 1.70 1.74 19.0000 I 1.77 1.78 1.78 1.78 1.77 19.2500 I 1.75 1.73 1.71 1.69 1.67 19.5000 I 1.65 1.63 1.60 1.58 1.55 19.7500 I 1.53 1.50 1.48 1.45 1.43 20.0000 I 1.40 1.38 1.35 1.33 1.30 20 . 2500 I 1. 27 1 . 25 1. 22 1. 2 0 L 1 7 20.5000 I 1.15 1.12 1.10 1.07 1.05 20.7500 I 1.02 1.00 .97 .95 .92 21.0000 .89 .87 .84 .82 .79 21.2500 .77 .74 .72 .69 .66 21.5000 , .64 .61 .59 .56 .54 21.7500 I .51 .49 .46 .43 .41 22.0000 I .38 .36 .33 .31 .28 22.2500 I .26 .23 .21 .18 .15 22.5000 I .13 .11 .08 .06 .05 22.7500 .04 .03 .02 .01 .01 23.0000 I .01 .00 .00 .00 .00 23.2500 I .00 . DO D , ~ ~ ~ o u o u u u , , ~ ~ o , o u u S!N: 321D05A070C9 Pondpack Ver. 8.0058 Paul T. Cripe. Inc. Compute Time, 14:02,SS Date: 02!OD!yyyY u Type. . .. Node: Pond Inflow Summary Name. . " NE POND IN File. -.. C:\WINDOWS\Desktop\NE POND PROPOSED.PPW Storm... TypeII 24hr Tag: A.. 10 Page 9.29 Event: 10 yr u [J SUMMARY FOR HYDROGRAPH ADDITION at Node: ME POND IN HYG Directory: C:\WINDOWS\Desktop\ -----~~---------------------------------------~------------------------~-- -------------------------~~---~------------~--------------------~-~------- o Upstream Link ID Upstream Node ID HYGfile HYG ID HYG tag --------------------------------~------~---------------------------~~--~-- ADDHYD 2 ADDHYD 1 OFFSITE ONSITE OFFSITE ONSITE A.. 10 A.. 10 o -----~~------------------~--~---------------------------------~----------- ---------------------~------------------~----------------~----~~---------- u INFLOWS TO: ME POND IN - - - - - - - - - - - - - ~ - - - - - - - - - - - - - - - - - - - - - - - - - - 'Vo 1 ume HYG file HYG ID HYG tag ac-ft Peak Time hrs Peak Flow cfs u OFFSITE A. _ 10 .111 12.4000 1.00 OMSITE A. . 10 5.313 12.3000 53.91 TOTAL FLOW INTO: NE POND IN ------------------------~-----------~-~- Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac-ft hrs cfs [J ---------~~----------~-~~-~------------------------------~~~-------------- NE POND IN A.. 10 5.424 12.3000 54.81 o o o o u D u , o o o u SiN: 321DOSA070C9 POI1dPack Ver. 8.0058 Paul I. Cripe, Inc. compute Time; 14:02:S9 Date: 02/DD/YYYY u Type.... Node: Pond Inflow Summary Name.... NE POND IN File.... C:\WINDOWS\Desktop\NE pOND FROPQSED.PPW Stonn... TypeII 24hr Tag: A.. 10 Page 9.30 Event: 10 yr o u TOTAL NODE INFLOW... HYG file HYG ID NE POND HYG Tag A.. 10 IN u Peak Discharge Time to Peak HYG Volume 54.81 cfs 12.3000 hrs 5.424 ac-ft D HYDROGRAPH ORDINATES (cfs) Time' I Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. ---------I-----~--------------------------~----------------------------- 4.5000 .00 .00 .01 .02 .03 4.7500 I .05 .07 .09 .12 .15 5.0000 I .18 .21 .24 .28 .31 5.2500 I .35 .39 .43 .47 .51 5.5000 I .55 .59 .63 .67 .71 5.7500 I .74 .74 .69 .61 .50 6 . 0000 . 39 .29 . 22 . 16 . 12 6.2500 .09 .06 .05 .03 .02 6.5000 I .02 .01 .01 .01 .00 6.7500 I .00 .00 .00 .00 .00 7.0000 .00 .01 .02 .04 .06 7.2500 I .09 .12 .16 .20 .24 7.5000 .28 .33 .37 .42 .47 7.7500 .52 .58 .63 .69 .75 8.0000 .82 .SS .95 1.02 1.09 8.2500 1.17 1.24 1.32 1.41 1.49 8.5000 1.58 1.67 1.76 1.86 1.95 8.7500 2.05 2.16 2.23 2.24 2.14 9.0000 1.92 1.64 1.32 1.02 .76 9.2500 .56 .41 .30 .22 .16 9.5000 .12 .09 .09 .11 .IS 9.7500 .28 .42 .59 .78 1.00 10.0000 1.24 1.48 1.75 2.02 2.30 10.2500 2.59 2.89 3.20 3.52 3.85 10.5000 4.18 4.42 4.48 4.28 3.85 10.7500 3.35 2.93 2.67 2.63 2.83 11.0000 3.~8 3.55 3.80 3.77 3.46 11.2500 3.05 2.75 2.73 3.11 3.91 11.5000 4.99 6.10 6.95 7.35 7.48 11.7500 7.80 8.76 10.57 13.28 17.06 12.0000 21.97 28.45 36.02 43.58 49.98 12.2500 53.96 54.81 52.69 48.43 43.07 12.5000 37.52 32.31 27.78 24.25 21.70 r'r y ~ U , , I o u u o I , ~ U .) Q u u SiN: 321D05A070C9 pondpack Ver. 8.00S8 Paul I. Cripe, Inc_ Compute Time; 14:02:88 Date: 02/DD/YYYY u Type.... Node: pond Inflow Summary Name. ... NE POND IN File.... C:\WINDOWS\Desktop\NE POND PROPOSED.PPW Storm. .' Typer! 24hr Tag: A.. 10 Page 9.31 Event: 10 yr u u HYDROGRAPH ORDINATES (cfs) Time I Output Time increment ~ .0500 hrs hrs Time on left represents time for first value in each row. --------- 1-------------------------------------------------------------- 12.7500 I 19.79 18.25 16.83 15.26 13.42 13.0000 11.42 9.43 7.64 6.23 5.31 13.2500 I 4.89 4.84 4.94 5.01 4.91 13.5000 I 4.61 4.21 3.88 3.88 4.21 13.7500 I 4.74 5.35 5.89 6.28 6.49 14.0000 I 6.53 6.44 6.27 6.03 5.74 14.2500 I 5.41 5. OS 4.68 4.28 3.87 14.5000 I 3.46 3.04 2.61 2.19 1.79 14.7500 I 1.42 1.10 .83 .62 .45 15.0000 I .33 .24 .18 .13 .09 15.2500 .14 .32.71 1.28 1.92' 15.5000 ] 2.52 3.03 3.41 3.65 3.79 15.7500 I 3.86 3.89 3.87 3.82 3.76 16.0000 I 3.68 3.58 3.48 3.37 3.26 16.2500 I 3.14 3.02 2.90 2.78 2.65 16.5000 I 2.53 2.40 2.28 2.15 2.02 16.7500 1.90 1.77 1.64 1.52 1.39 17.0000 I 1.26 1.14 1.01 .88 .76 17.2500 I .63 .51 .41 .31 .24 17.5000 I .17 .13 .09 .07 .05 17.7500 I .04 .03 .02 .01 .01 18.0000 .01 .00 .00 .00 .00 18.2500 I .00 .00 .01 .05 .15 18.5000 I .34 .63 .99 1.37 1.71 18.7500 I 2.00 2.21 2.36 2.45 2.52 19.0000 I 2.51; 2.57 2.58 2.57 2.56 19.2500 I 2.53 2.51 2.48 2.45 2.42 19.5000 2.39 2.35 2.32 2.28 2.25 19.7500 I 2.21 2.17 2.14 2.10 2.06 20.0000 I 2.03 1.99 1.95 1.92 1.88 20.2500 1.84 1.81 1.77 1.73 1..70 20.5000 1..66 1.62 1.59 1.55 1..51 20.7500 1.48 1.44 1.40 1.37 1..33 21. 0000 1. 29 1. 26 1. 22 1. 18 1.14 21. 2500 1.. 11 1. 07 1. 03 1. 00 .96 21.5000 .92 .89 .85 .81 .78 21.7500 .74 .70 .67 .63 .59 22.0000 .55 .52 .48 .44 .41 22.2500 .37 .33 .30 .26 .22 22.5000 .19 .15 .12 .09 .07 22.7500 .05 .04 .03 .02 .01 23.0000 .01 .01 .01 .00 .00 23.2500 .00 .00 .00 u o ~ [I u ~ ~ I I t o J ~ I I G] "i I " IJ "! I \ ~ U: SiN: 321D05A070C~ pondpack veL. 8.0058 paul I. Cripe, Inc. Compu~e Time, 14,02:55 Date: 02/DD/TIYY u Type.... Node: Pond Inflow Summary Name. . .. NE POND IN File.... C:\WINDOWS\Desktop\NE POND PROPOSED.PPW Storm... TypeII 24hr Tag: A..IOO u [J SUMMARY FOR HYDROGRAPH ADDITION at Node: NE POND IN HYG Directory: C:\WINDOWS\Desktop\ Page 9.32 3vent: 100 yr Upstream Link ID Upstream Node ID HYG file ----~---~---------~--~---------------~---------~-------------------------- -------------~------------------------------------------------------~----- HYG tag o ADDHYD 2 ADDHYD 1 OFFSITE ONSITE -------------------------~~~---------------------------------------------- -------------------------------------~-----~---------------------~----~~-- A. .100 A. .100 u INFLOWS TO: NE POND IN u Volume ac-ft HYGfile HYG ID HYG tag OFFSITE ONSITE A. .100 A. .100 .202 7.791 o TOTAL FLOW INTO: NE POND IN u HYG file Volume ac-ft HYG ID HYG tag NE POND IN A. .100 7.993 , ~ Q ~ ~ ~ ~ ~ ~ Q I U ! u SiN, 321D05A070C9 pondpack ver. 8.0D58 Paul I. Cripe, Inc. Compute Time: 14:02,55 HYG ID OFFSITE ONSITE Peak Time hrs 12.4000 12.3000 Peak Time hrs 12.3000 Peak Flow cfs 1- 90 77.50 peak Flow cfs 79.28 Date; OZ!DD/YYYY u Type. . .. Node, Pond Inflow Summa~ Name. . .. NE POND IN File.... C:\WINDOWS\nesktop\NE POND PROPOSED.PPW Storm... Typerr 24hr Tag: A..I00 Page 9. 33 Event: 100 yr u J TOTAL NODE INFLOW... HYG file HYG 10 NE POND HYG Tag A. .100 IN u Peak Discharge Time to Peak HYG Volume 79.28 cfs 12.3000 hrs 7.993 ac-ft u HYDRO GRAPH ORDINATES (cEsl Time I Output Time increment" . 0500 hrs hrs I Time on left represents time for first value in each row. ---------I--------~--------------------------~-------------------------- 4.0500 I .00 .00 .01 .01 .03 4.3000 I .05 .08 .11 .14 .18- 4.5500 I .23 .27 .32 .36 .42 4.8000 I .47 .52 .57 .63 .69 5.0500 .74 .80 .86 .92 .98 5.3000 1.04 1-11 1.17 1.23 1.30 5.5500 1.36 1.43 1.49 1.56 1.59 5.8000 1.57 1.46 1.28 1.05 .82 6.0500 .61 .45 .33 .24 .18 6.3000 .13 .10 .07 .05 .04 6.5500 .03 .02 .01 .01 .01 6.8000 .00 .00 .00 .00 .01 7.0500 .02 .05 .08 .13 .18 7.3000 .25 .32 .39 .47 .56 7.5500 .64 .73 .82 .92 1. 01 7.8000 l.H 1.22 1.32 1.43 1.54 8.0500 1.65 1.77 1.89 2.01 2.14 8.3000 2.27 2.40 2.53 2.67 2.81 8.5500 2.96 3.10 3.25 3.40 3.56 8.8000 3.72 3.82 3.82 3.63 3.27 9.0500 2.78 2.24 1.73 1.29 .95 9.3000 .70 .51 .38 .28 .20 9.5500 .16 .15 .19 .29 .46 9.8000 .69 .98 1.30 1.66 2.04 10.0500 2.45 2.87 3.31 3.76 4.23 10.3000 4.70 5.19 5.69 6.21 6.71 10.5500 7.0$ 7.16 6.82 6.13 5.33 10.8000 4.65 4.23 4.16 4.46 4.99 11.0500 5.56 5.94 5.89 5.40 4.77 11.3000 4.29 4.25 4.83 6.03 7.67 11.5500 9.35 10.63 11.24 11.42 11.87 11.8000 13.27 15.94 19.93 25.47 32.62 12.0500 42.01 52.87 63.66 72.72 78.24 o u u u r-L, U u u U I o I ~ U ~ U I I U u SIN, 3Z1DOSA070C9 PondPack Ver. 8.0058 Paul I. Cripe, Inc. Compute Time, 14,02,S8 Date: 02!DD!YYYY u Type.... Node: Pond Inflow Summary Name. . .. NE POND IN File.... C:\WlNDOWS\Desktop\NE POND PROPOSED.PPW Storm... TypelI 24hr Tag: A. .100 Page 9.34 Event: 100 yr , , U lJ HYDROG~.PH ORDINATES [cfs) Time Output Time increment = .0500 hra hrs I Time on left represents time for first value in each row. -~;~;~~~-I-------;;~;~-------;~~~~-------~;~;;-------~~~;~-------~;~~;-- 12.5500 I 46.39 39.84 34.75 31.05 28.28 12.8000 I 26.05 24.00 2l.74 19.11 16.27 13.0500 I 13.43 10.88 8.87 7.56 6.96 13.3000 I 6.87 7.01 7.10 6.96 6.54 13.5500 5.97 5.51 5.50 5.96 6.71 13.8000 7.57 8.34 8.89 9.17 9.23 14.0500 I 9.12 8.87 8.53 8.12 7.65 14.3000 7.15 6.61 6.~6 5.48 4.90 14.5500 4.30 3.70 3.10 2.54 2.01 14.8000 I 1~56 1.18 .87" .64 .47 15.0500 I .34 .25 .18 .13 .19 15.3000 I .45 1.01 1.81 2.71 3.55 15.5500 I 4.28 4.81 5.15 5.35 5.45 15.8000 I 5.49 5.46 5.40 5.30 5.19 16.0500 I 5.06 4.91 4.76 4.60 4.43 16.3000 I 4.26 4.09 3.92 3.74 3.51 16.5500 3.39 3.21 3.03 2.86 2.68 16.8000 2.50 2.32 2.14 1.96 1.78 17.0500 1.60 1.42 1.25 1.07 .89 17.3000 .73 .57 .44 .33 .25 17.5500 .18 .n .10 .07 .05 17.8000 .04 .03 .02 .01 .01 18.0500 .01 .00 .00 .00 .00 18.3000 .00 .02 .07 .21 .47 18.5500 .88 1.39 1.92 2.41 2.81 18.8000 3.11 3.32 3.46 3.55 3.60 19.0500 3.63 3.63 3.62 3.60 3.57 19-3000 3.54 3.50 3.46 3.41 3.36 19.5500 3.32 3.27 3.22 3.17 3.11 19.8000 3.06 3.01 2.96 2.91 2.86 20.0500 2.BO 2.75 2.70 2.65 2.60 20.3000 2.55 2.49 2.44 2.39 2.34 20.5500 2.29 2.23 2.18 2.13 2.08 20.8000 2.03 1.98 1.92 1.87 1.82 21.0500 1.77 1.72 1.66 1.61 1.56 21.3000 1.51 1.46 1.40 1.35, 1.30 21.5500 1.25 1.20 1.15 1.09 1.04 21.8000 .99 .94 .89 .83 .7B 22.0500 .73 .68 .63 .57 .52 22.3000 .47 .42 .37 .31 .26 22.5500 .22 .17 .13 .10 .07 22.8000 .05 .04 .03 .02 .02 23.0500 .01 .01 .01 .00 .00 23.3000 .00 .00 .00 o o [J LJ I o ~ o o U ~ y [~ y D D u S!N, 321DOSA070C9 pondPack ver. 8.0058 Paul I. Cripe, Inc. Compute Time: 14:02:SS Date, 02!OO!YYYY u o Type.... Pond Routing Summary Name.... NE POND OUT Tag: A.. 2 File.... C:\WINDOWS\Desktop\NE POND PROPOSED.PPW Storm... TypeII 24hr Tag: A.. 2 D HYG Dir Inflow HYG file Outflow HYG file D Pond Node Data Pond Volume Data Pond Outlet Data o No Infiltration INITIAL CONDITIONS y y U o I ~ Y Y y u o Starting WS Elev Starting volume Starting Outflow Starting Infiltr. Starting Total Qout~ Time Increment LEVEL POOL ROUTING SUMMARY C:\WINDOWS\Oesktop\ NONE STORED - NE POND NONE STORED - NE POND IN A.. 2 OUT A.. 2 NE POND NE POND Outlet 1 844.50 ft .000 ac-ft .00 cfs .00 cfs .00 cfs .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY Peak Inflow Peak Outflow --~-------~~--------~~~~~~------------------~-------- --------------~-------------------------------~------ at at Peak Elevation Peak Storage ~ 36.38 cfs 2.46 cfs 12.3000 hrs 14.3500 hrs -~-----~--~~~------~--------------------------------- -------------------~--------------~--~--~-----~------ 846.94 ft 2.340 ae-ft MASS BALANCE (ae-ft) + Initial Vol + HYG Vol IN - Infiltration - HYG Vol OUT - Retained Vol Unrouted Vol o u o u SIN, 321DOSA070C9 PondPack Ver_ 8_0058 .000 3.535 .000 3.533 .002 -.000 ac-ft (.002% of Inflow Volume) Paul I. Cripe, Inc. Compute Time: 14:02:55 Page 9.35 Event: 2 yr Date: 02/DD/YYYY LJ Type. ... Pond Routed HYG (total out) Name. . .. NE POND OUT Tag: A.. 2 File.... C:\WINDOWS\Desktop\NE POND PROPOSED.PPW Storm. .. TypeII 24hr Tag: A.. 2 Page 9.36 Event, 2 yr u u POND ROUTED TOTAL OUTFLOW HYG. . . HYG file HYG ID = NE POND OUT HYG Tag = A.. 2 u Peak Discharge Time to Peak HYG Volume 2.46 cfs 14.3500 hrs 3.533 ac-ft o HYDRO GRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. --~------I-----------"-------------~------------"----------------------- 5.0000 I .00 .00 .00 .00 .00 5.2500 I .00 .00 .00 .00 .00 5.5000 I .00 .00 .00 .00 .01 5.7500 I .01 .01 .01 .01 .01 6.0000 I .01 .01 .01 .01 .01 6.2500 I .01 .01 .01 .01 .01 6.5000 .01 .01 .01 .01 .01 6.7500 I .01 .01 .01 .01 .01 7.0000 I .01 .01 .01 .01 .01 7.2500 I .01 .01 .01 .01 .01 7.5000 I .01 .01 .02 .02 _02 7.7500 .02 .02 .02 .02 .02 8.0000 .02 .03 .03 .03 .03 8.2500 i .04 .04 .04 .04 .05 8.5000 I .05 .06 .06 .06 .07 8.7500 I .07 .08 .08 -09 .09 9.0000 I .10 .10 .11 .11 .11 9.2500 I .11 .11 .11 .11 .11 9.5000 I .11 .11 .11 .11 .n 9.7500 I .11 .11 .11 .12 .12 10 - 0000 I .12 .12 .13 .13 .14 10.2500 I .14 .15 .16 .17 .18 10.5000 I -H .20 .21 .23 .24 10.7500 .25 .26 .26 .27 .28 11.0000 I .28 .29 .30 .31 .32 11.2500 I .33 .34 .35 .35 .36 11.5000 I .38 _39 .41 .43 .45 11.7500 I .48 .50 .53 .57 .63 12.0000 I _71 .82 .96 1.14 1.35 12.2500 I 1.49 1.62 1.76 1.87 1.95 12.5000 I 2.03 2..09 2.15 2.19 2.23 12.7500 2.26 2.28 2.31 2.33 2.35 13.0000 2.36 2.37 2.38 2.39 2_39 ~ y o i o u , U o ~ y ~ o 1 o D -u SIN: 321D05A070C9 PondPack Ver. 8.005B Paul I. Cripe, Inc. Compute Time: 14:02:88 Date: 02/DD/YYYY u Type. ... Pond Routed HYG (total out) Name. . .. NE POND OUT Tag: A.. 2 File.... C,\WINDOWS\Desktop\NE POND PROPOSED.PPW Storm. .. TypeII 24hr Tag: A.. 2 Page 9.37 Event: 2 yr o u HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 13.2500 I 2.39 2.40 2.40 2.40 2.40 13.5000 I 2.41 2.41 2.41 2.41 2.41 13.7500 I 2.41 2.41 2.42 2.42 2.43 14.0000 1 2.43 2.44 2.44 2.45 2.45 14.2500 I 2.45 2.46 2.46 2.46 2.46 14.5000 2.46 2.46 2.46 2.46 2.46 14.7500 I 2.45 2.45 2.44 2.44 2.43 15.0000 I 2.43 2.42 2.42 2.41 2.41 15.2500 2.40 2.39 2.39 2.]8 2.38 15.5000 2.38 2.38 2.38 2.38 2.38 15.7500 2.38 2.38 2.38 2.38 2.38 16.0000 2.38 2.38 2.38 2.38 2.38 16.2500 2.38 2.38 2.38 2.38 2.38 16.5000 2.38 2.37 2.37 2.37 2.]7 16.7500 2.37 2.36 2.36 2.36 2.35 17.0000 2.35 2.35 2.34 2.34 2.33 17.2500 2.33 2.32 2.32 2.31 2.31 17.5000 2.30 2.30 2.29 2.29 2.28 17.7500 2.28 2.27 2.26 2.26 2.25 18.0000 2.25 2.24 2.24 2.23 2.22 18.2500 2.22 2.21 2.21 2.20 2.20 18.5000 2.19 2.19 2.18 2.18 2.18 18.7500 2.17 2.17 2.17 2.17 2.17 19.0000 2.16' 2.16 2.16 2.16 2.16 19.2500 2.16 2.16 2.16 2.15 2.15 19.5000 2.15 2.15 2.15 2.15 2.15 19.7500 2.14 2.14 2.14 2.14 2.14 20.0000 2.13 2.13 2.13 2.13 2.12 20.2500 2.12 2.12 2.12 2.11 2.11 20.5000 2.11 2.10 2.10 2.10 2.10 20.7500 2.09 2.09 2.09 2.08 2.08 21.0000 2.08 2.07 2.07 2.06 2.06 21.2500 2.06 2.05 2.05 2.05 2.04 21.5000 2.04 2.03 2.03 2.02 2.02 21.7500 2.02 2.01 2.01 2.00 2.00 22.0000 1.99 1.99 1.98 1.98 1.97 22.2500 1. 97 1. 96 1. 96 1. 95 1. 95 22.5000 1.94 1.93 1.93 1.92 1.92 22.7500 1.91 1.91 1.90 1.90 1.89 23.0000 L88 1.88 1.87 L87 L86 23.2500 1.86 1.85 1.85 1.84 1.83 23.5000 1.83 1.82 1.81 1.81 1.80 23.7500 L79 1.79 1.78 1.77 1.77 24.0000 1.76 1.75 1.74 1.74 1.73 24.2500 1.72 1.72 1.71 1.70 1.70 24.5000 1.69 1.69 1.68 1.67 1.67 24.7500 1.66 L65 1.65 1.64 1.63 o u ~ I ~ Y u y y y ~ ~ ~J ~ Q [] I I o o SiN: 321D05A070C9 pondpack Ver. 8.0058 Paul I. Cripe, Inc, Compute Time: 14:02:88 Date: 02!DD!YYYY r---. U Type.... Pond Routed HYG (total out} Name. . .. NE POND OUT Tag: A.. 2 File.... C:\WINDOWS\Desktop\NE.POND PROPOSED.PPW Storm... TypeII 24hr Tag: A.. 2 Page 9.38 Event: 2 yr u o HYDROGP~PH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. --------- -~-------~-~-------------------------------------------------- 25.0000 I 1.63 1.62 1.62 1.61 1.60 25.2500 I 1.60 1.59 1.58 1.58 1.57 25.5000 I 1.57 1.56 1.55 1.55 1.54 25.7500 I 1.54 1.53 1.52 1.52 1.51 26.0000 1.51 1.50 1.49 1.49 1.48 26.2500 I 1.46 1.47 1.47 1.46 1.45 26.5000 I 1.45 1.44 1.44 1.43 1.43 26.7500 I 1.42 1.42 1.41 1.41 1..40 27.0000 I 1.39 1.39 1.3B 1.37 1.36 27.2500 1.35 1.34 1.34 1.33 1.32 27.5000 I 1.31 1.30 1.29 1.28 1.27 27.7500 I 1.26 1.25 1_24 1.23 1.23 28.0000 I 1.22 1.21 1.20 1.19 1.18 28.2500 I 1.17 1.17 1.16 1.15 1.14 28.5000 1.13 1.13 1.12 1.11 1.10 28.7500 1.09 1.09 1.08 1.07 .1.06 29.0000 1.06 1.05 1.04 1.03 1.03 29.2500 1.02 1.01 1.00 1.00 .99 29.5000 .98 .98 .97 .96 .95 29.7500 .95 .94 .93 .93 .92 30.0000 .91 .91 .90 .90 .89 30.2500 .BB .88 .87 .86 .86 30.5000 .85 .85 .84 .83 .83 30.7500 .82 .82 .81 .80 .80 31.0000 .79 .79 .78 .73 .77 31.2500 .77 .76 .75 .75 .74 31.5000 .74 .73 .73 .72 .72 31.7500 .71 .n .70 .70 .69 32.0000 .69 .68 .68 .67 .67 32.2500 .66 .66 .65 .65 .65 32.5000 .64 .64 .63 .63 .62 32.7500 .62 .61 .61 .61 .60 33.0000 .60 .59 .59 .58 .53 33.2500 .58 .57 .57 .57 .56 33.5000 .56 .56 .56 .55 .55 33.7500 .55 .54 .54 .54 .54 34.0000 .53 .53 .53 .52 .52 34.2500 .52 .52 .51 .51 .51 34.5000 .51 .50 .50 .50 .49 34.7500 .49 .49 .49 .48 .48 35.0000 .48 .48 .47 .47 .47 35.2500 .47 .46 .46 .46 .46 35.5000 .45 .45 .45 .45 .44 35.7500 .44 .44 .44 .44 .43 36.0000 .43 .43 .43 .42 .42 36.2500 .42 .42 .42 .41 .41 36.5000 .41 .41 .40 .40 .40 o o u ~ o I ! Y o l~ [~ Y Y y ~ y Q I (---\ U SIN, 321DOSA070C9 PondPack Ver. 8.0058 Paul I. Cripe, Inc. Compute Time: 14,02:55 Date; o2/oo/yyyy u Type.... Pond Routed HYG (total out) Name.... NE POND OUT Tag: A.. 2 File..... C;\WINDOWS\Desktop\NE POND PROPOSED.PPW Storm... TypeII 24hr Tag: A.. 2 Page 9.39 Event: 2 yr u u HYDRO GRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ------~-- --------------------------------------~~---------------------- 36.7500 I .40 .40 .39 .39 .39 37.0000 .39 .39 .38 .38 .38 37.2500 I .38 .38 .~7 .37 .37 37.5000 .37 .37 .,j6 .]6 .36 37.7500 I .36 .36 .35 .]5 .35 38.0000 I .35 .35 .35 .34 .34 38.2500 .34 .34 .34 .33 .33 38.5000 I .]3 .33 .33 .33 .32 38.7500 I .32 .32 .32 .32 .32 39.0000 I .31 .31 .31 .31 .31 39.2500 I .31 .30 .30 .30 .30 39.5000 .30 .30 .29 .29 .29 39.7500 , .29 .29 .29 .29 .28 40.0000 I .28 .28 .28 .28 .28 40.2500 I .27 .27 .27 .27 .27 40.5000 .27 .27 .26 .26 .26 40.7500 .26. .26 .26 .26 .26 41.0000 .25 .25 .25 .25 .25 41.2500 .25 .25 .24 .24 .24 4L5000 .24 .24 .24 .24 .24 41.7500 .23 .23 .23 .23 .23 42.0000 .23 .23 .23 .22 .22 42.2500 .22 .22 .22 .22 .22 42.5000 .22 .22 .21 .21 .21 42.7500 .21 .21 .21 .n .21 43.0000 .21 .20 .20 .20 .20 43.2500 .20 .20 .20 .20 .20 43.5000 .19 .19 .19 .19 .19 43.7500 .19 ..19 .19 .19 .19 44.0000 .18 .18 .18 .18 .18 44.2500 .18 .18 .18 .18 .18 44.5000 .18 .17 .17 .17 .17. 44.7500 .17 .17 .17 .17 .17 45.0000 .17 .17 .16 .16 .16 45.2500 .16 .16 .16 .16 .16. 45.5000 .16 .16 .16 .16 .15 45.7500 .15 .15 .15 .15 .15 46.0000 .15 .15 .15 .15 .15 46.2500 .15 .14 .14 .14 .14 46.5000 .14 .14 .14 .14 .14 46.7500 .14 .14 .14 .14 .14 47.0000 .13 .13 .13 .13 .13 47.2500 .13 .13 .13 .13 .13 47.5000 .13 .13 .13 .13 .12 47.7500 .12 .12 .12 .12 .12 48.0000 .12 .12 .12 .12 .12 48.2500 .12 .12 .12 .12 .12 o U I W ~ ~ ~ D u o ! o u o u o u o SiN; 321D05A070C9 PondPack Ver. 8.0058 paul I. c~ipe. Inc. compute Time, 14:02:SS Date; 02/DD/rm u u Type. . .. Pond Routed HYG (total out) Name.... NE POND OUT Tag: A.. 2 File.... C,\WINDOWS\Desktop\NE POND PROPOSED.PPW Storm... Typerr 24hr Tag: A.. 2 Page 9.40 Event: 2 yr u HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 48.5000 I .11 .11 .11 .11. .11 48.7500 I .11 .11 .n .11 .11 49.0000 .11 .11 .11 .11 .11 49.2500 I .11. .11 .10 .10 .10 49.5000 I .10 .10 .10 .10 .10 49.7500 I .10 .10 .10 .10 .10 50.0000 I .10 .10 .10 .10 .10 50.2500 I .10 .09 .09 .09 .09 50.5000 I .09 .09 .09 .09 .09 50.7500 .09 .09 .09 .09 .09 51.0000 I .09 .09 .09 .09 .09 51.2500 .09 .09 .08 .08 .08 51.5000 .08 .08 .08 .08 .08 51.7500 I .08 .08 .08 .08 ;08 52.0000 I .08 .OB .08 .08 .08 52.2500 I .08 .08 .08 .OB .08 52.5000 I .08 .07 .07 .07 .07 52.7500 I .07 .07 .07 .07 .07 53.0000 I .07 .07 .07 .07 .07 53.2500 I .07 .07 .07 .07 .07 53.5000 I .07 .07 .07 .07 .07 53.7500 I .07 .07 .07 .06 .06 54.0000 I .06 .06 .06 .06 .06 54.2500 .06 .06 .06 .06 .06 54.5000 I .06 .06 .06 .06 .06 54.7500 .06 .06 .06 .06 .06 55.0000 I .06 .06 .06 .06 .06 55.2500 I .06 .06 .06 .06 .06 55.5000 I .05 .05 .05 .05 .05 55.7500 I .05 .05 .05 .05 .05 56.0000 .05 .05 .05 .05 _05 56.2500 I .05 .05 .05 .05 .05 56.5000 I .05 .05 .05 .05 .05' 56.7500 .05 .05 .05 .05 .05 57.0000 I .OS .05 .05 .05 .05 57.2500 .05 .05 .05 .04 .04 57.5000 .04 .04 .04 .04 .04 57.7500 I .04 .04 .04 .04 .04 58.0000 I .04 .04 .04 .04 .01 58.2500 I .04 .04 .04 .04 .04 58.5000 .04 .04 .04 .04 .04 58.7500 I .04 .04 .04 .04 ,04 59.0000 .04 .04 .04 .04 .04 59.2500 I .04 .04 .04 .04 -04 59.5000 I .04 .04 .04 -04 .04 59.7500 I -03 .03 .03 .03 .03 60.0000 I .03 .03 .03 .03 .03 u U I U ,-I. I I l. U ! o o 1\ U u u u , I U o o u SiN: 321D05A070C9 PondPack Ve=. 8.0058 Paul I. Cripe. Inc. Compute Time: 14:02:8S Date: 02!DD!YYYY ," u Type. . .. Pond Routed HYG (total out) Name.... NE POND OUT Tag: A.. 2 File.... C:\WINDOWS\Desktop\NE POND PROPOSED.PPW Storm. .. TypeII 24hr Tag: A.. 2 Page 9.41 Event: 2 yr D o HYDROGRAPH ORDINATES (efs) Time I Output Time increment ~ .0500 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 60.2500 I .03 .03 .03 .03 .03 60.5000 I .03 .03 .03 .03 .03 60.7500 I .03 .03 .03 .03 .03 61.0000 I .03 .03 .03 .03 .03 61.2500 I .03 .03 .03 .03 .03 61.5000 I .03 .03 .03 .03 .03 61.7500 I .03 .03 .03 .03 .03 62.0000 I .03 .03 .03 .03 .03 62.2500 I .03 .03 .03 .03 .03 62.5000 .03 .03 .03 .03 .03 62.7500 I .03 .03 .03 .03 .02 63.0000 .02 .02 .02 .02 .02 63.2500 .02 .02 .02 .02 .02 63.5000 I .02 .02 .02 .02 .02 63.7500 I .02 .02 .02 .02 .02 64.0000 I .02 .02 .02 .02 .02 64.2500 I .02 .02 .02 .02 .02 64.5000 I .02 .02 .02 .02 .02 64.7500 I .02 .02 .02 .02 .02 65.0000 .02 .02 .02 .02 .02 65.2500 I .02 .02 .02 .02 .02 65.5000 I .02 .02 .02 .02 .02 65.7500 I .02 .02 .02 .02 .02 66.0000 I .02 .02 .02 .02 .02 66.2500 I .02 .02 .02 .02 .02 66.5000 I .02 .02 .02 .02 .02 66.7500 I .02 .02 .02 .02 .02 67.0000 .02 .02 .02 .02 .02 67.2500 I .02 .02 .02 .02 .02 67.5000 I .02 .02 .02 .02 .02 67.7500 I ,01 .01 .01 .01 .01 68.0000 I .01 .01 .01 .01 .01 68.2500 I .01 .01 .01 .01 .01 68.5000 I .01 .01 .01 .01 .01 68.7500 I .01 .01 .01 .01 .01 69.0000 .01 .01 .01 .01 .01 69.2500 I .01 ..01 .01 .01 .01 69.5000 I .01 .01 .01 .01 .01 69.7500 I .01 .01 .01 .01 .01 70.0000 I .01 .01 .01 .01 .01 70.2500 I .01 .01 .01 .01 .01 70.5000 I .01 .01 .01 .01 .01 70.7500 .01 .01 .01 .01 .01 71.0000 I .01 .01 .01 .01 .01 71.2500 I .01 .01 .01 .01 .01 71.5000 I .01 .01 .01 .01 .01 71.7500 I .01 .01 .01 .01 .01 o o u u 0' o D , o o o D o u u o o SiN: 321DOSA070C9 pondPack Ver. 8.0058 Paul I. cripe, Inc. Compute Time: 1~:02:SS Date: 02/DD/YYYY o Type. . .. Pond Routed HYG (total out) Name.... NE POND OUT Tag: A.. 2 File.... C:\WINDOWS\Desktop\NE raND PROPOSED.PPW Storm. .. TyperI 24hr Tag: A.. 2 Page 9.42 Event: 2 yr o u HYDROGRAPH ORDINATES (efs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in eaeh row. ---------1-------------------------------------------------------------- 72.0000 I .01 .01 .01 .01 .01 72.2500 .01 .01 .01 .01 .01 72.5000 I .01 .01 .01 .01 .01 72.7500 I .01 .01 .01 .01 .01 73.0000 I .01 .01 .01 .01 .01 73.2500 I .01 .01 .01 .01 .01 73.5000 I .01 .01 .01 .01 .01 73.7500 .01 .01 .01 .01 .01 74.0000 .01 .01 .01 .01 .01 74.2500 .01 .01 .01 .01 .01 '74.5000 .01 .01 .01 '.01 .01 74.7500 .01 .01 .01 .01 .01 73.0000 .01 .01 .01 .01 .01 75.2500 .01 .01 .01 .01 .01 75.5000 .01 .01 .01 .01 .01 75.7500 .01 .01 .01 .01 .01 76.0000 .01 .01 .01 .01 .01 76.2500 .01 .01 .01 .01 .01 76.5000 .01 .01 .01 .01 .01 76.7500 .01 .01 .01 .01 .01 77.0000 .01 .01 .01 .01 .01 77.2500 .01 .01 .01 .01 .01 77.5000 .01 .01 .01 .01 .01 77.7500 .01 ..01 .01 .01 .01 78.0000 .01 .01 .01 .00 .00 78.2500 .00 .00 .00 .00 .00 78.5000 .00 .00 .00 .00 .00 78.7500 .00 .00 .00 .00 .00 79.0000 .00 .00 .00 .00 .00' 79,.2500 .00 .00 .00 .00 .00 79.5000 .00 .00 .00 .00 .00 79.7500 .00 .00 .00 .00 .00 80.0000 .00 .00 .00 .00 .00 80.2500 .00 .00 .00 .00 .00 BO.5000 .00 .00 .00 .00 .00 80.7500 .00 .00 .00 .00 .00 81.0000 .00 .00 .00 .00 .00 81.2500 .00 .00 .00 .00 .00 81.5000 .00 .00 .00 .00 .00 81.7500 .00 .00 .00 .00 .00 82.0000 .00 .00 .00 .00 .00 82.2500 .00 .00 .00 .00 .00 82.5000 .00 .00 .00 .00 .00 82.7500 .00 .00 .00 .00 .00 o o ~ y [] j U ! U o o o D u o o u LJ SiN: 321DOSA070C9 Pondpack Ver. 8.0058 Paul I. Cripe, Inc. Comput~ Time, 14,02:$S Date: 02/DD/yYyy D o Type.... Pond Routing Summary Name.... NE POND OUT Tag: A.. 10 File .. .. C: \WINDOwS\nesktop\NE POND PROPOSED. PPW Storm... TypeII 24hr Tag: A.. 10 [] HYG Dir Inflow HYG file Outflow HYG file u Pond Node Data Pond Volume Data Pond Outlet Data o No Infiltration INITIAL CONDITIONS o Starting WS Elev Starting Volume Starting Outflow Starting Infiltr. Starting Total Qout~ Time Increment U I Y y o o , o ! o I ~ Q ~ o , LEVEL POOL ROUTING SUMMARY C:\WINDOWS\Desktop\ NONE STORED - NE POND NONE STORED - NE POND IN A.. 10 OUT A.. 10 NE POND NE POND Outlet 1 844.50' ft .000 ac-ft .00 cfs .00 cfs .00 cfs .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SVMMARY Peak Inflow Peak Outflow ~------------------~~----~~-------------------------- ~----~~------~-----------------------------~~-----~-- at at Peak Elevation Peak Storage = 54.81 cfs 3.13 cfs 12_3000 hrs 14.4500 hrs ===~===================================~~~=~~~~~~~==~ 848.24 it 3.714 ac-ft MASS BALANCE (ac-ft) + Initial vol + HYG Vol IN - Infiltration - RYG Vol OUT - Retained Vol Unrouted Vol LJ SIN: 321DOSA070C9 PondPack Ver. a.oose .000 5.424 .000 5.421 .002 -.000 ac-ft (.OOl~ of Inflow Volume) Paul, Cripe, Inc. Compute Time: 14:02:S5 Page 9.43 Event: 10 yr Date, 02/DD/YYYY Type.... Pond Routed HYG (total out) Name. . .. NE POND OUT Tag: A.. 10 File.... C,\WINDOWS\Desktop\NE POND PROPOSED.PPW Storm... T}"PeII 24hr Tag: A.. 10 y ~ ~ y ~ ,'1 ~ ~ ~ ~ ~ y y ~ ~ W , I U Time hrs 4.5000 4.7500 5.0000 5.2500 5.5000 5.7500 6.0000 6.2500 6.5000 6.7500 7.0000 7.2500 7.5000 7.7500 8.0000 8.2500 8.5000 8.7500 9.0000 9.2500 9.5000 9.7500 10.0000 10.2500 10.5000 10.7500 11.0000 11.2500 11.5000 11.7500 12.0000 12.2500 12.5000 Ii U I POND ROUTED TOTAL OUTFLOW HYG... HYG file HYG ID '" NE POND OUT HYG Tag = A.. 10 Peak Discharge Time to Peak HYG Volume 3.13 cfs 14.4500 hrs 5.421 ac-ft Page 9.44 Event: 10 yr HYDRO GRAPH ORDINATES {cfs) Output Time increment = .0500 hrs Time on left represents time for first value in each row. , , ------------------------------------------~------------------- .00 .00 .00 .01 .02 .04 .05 .06 .06 .06 .05 .05 .06 .07 .08 .11 .14 .1B .23 .26 .26 .26 .27 .31 .39 .49 .55 .65 .74 .95 1. 3 7 2.04 2.63 SIN: 321DOSA070C9 pondpack Ver. a.0058 .00 .00 .00 .01 .02 .04 .05 .06 .06 .06 .05 .05 .06 .07 .09 .11 .15 .19 .24 .26 .26 .26 .:27 .32 .41 .50 .57 .66 .77 1. 01 1. 47 2.20 2.70 .00 .,00 .01 .01 .03 .05 .06 .06 .06 .05 .05 .05 .06 .07 .09 .12 .15 .20 .25 .26 .26 .26 .28 .34 .43 .51 .58 .68 .81 1. 07 1. 59 2.33 2.76 Paul I. Cripe, Inc. Compute Time: 14:02,88 .00 .00 .01 .02 .03 .05 .06 .06 .06 .05 .05 .05 .06 .07 .09 .12 .16 .21 .25 .26 .26 .26 .29 .35 .45 .53 .61 .69 .86 1.14 1. 74 2.45 2.80 .00 .00 .01 .02 .03 .05 .06 .06 .06 .05 .05 .06 .06 .08 .10 .13 .17 .22 .26 .26 .26 .26 .30 .37 .47 .54 .63 .71 .91 1. 24 1. 89 2.55 2.84 Date: 02/DD/YYYY o u Type.... Pond Routed HYG (total out) Name.... NE POND OUT Tag: A.. 10 File.... C=\WINDOWS\Desktop\NE POND PROPOSED.PPW Storm... TypeII 24hr Tag: A.. 10 Page 9.45 Event: 10 yr u HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. LJ 12.7500 13.0000 13.2500 13 .5000 13.7500 14.0000 14.2500 14.5000 14.7500 15.0000 15.2500 15.5000 15.7500 16.0000 16.2500 16.5000 16.7500 17.0000 17.2500 17.5000 17.7500 18.0000 18.2500 18.5000 18.7500 19.0000 19.2500 19.5000 19.7500 20.0000 20.2500 20.5000 20.7500 21.0000 21.2500 21.5000 21.7500 22.0000 22.2500 22.5000 22.7500 23.0000 23.2500 23.5000 23.7500 24.0000 24.2500 2.88 3.00 3.04 3.06 3.07 3.09 3.12 3.13 3.12 3.10 3.08 3.06 3.06 3.07 3.07 3.07 3.06 3.05 3.03 3.01 2.98 2.95 2.92 2.90 2.88 2.88 2.87 2.87 2.86 2.66 2.85 2.84 2.82 2.Bl 2.80 2.76 2.76 2.74 2.71 2.68 2.66 2.63 2.60 2.57 2.54 2.52 2.49 u u y W ~ u o [J o u u u u u u S/N, 321D05A070C9 Pondpack Ver. 8.0058 2.91 3.02 3.04 3.06 3.07 3.10 3.12 3.13 3.12 3.10 3 '. 07 3.06 3.07 3.07 3.07 3.07 3.06 3.05 3.03 3.00 2.98 2.95 2.92 2.89 2.88 2.87 2.87 2.87 2.86 2.85 2.85 2.83 2.82 2.81 2.79 2.77 2.75 2.73 2.71 2.68 2.65 2.62 2.59 2.57 2.54 2.51 2.48 2.94 3.03 3.05 3.06 3.07 3.10 3.12 3.13 3.12 3.09 3.07 3.06 3.07 3.07 3.07 3.07 3.06 3.04 3.02 3.00 2.97 2.94 2.91 2.89 2.88 2.87 2.87 2.87 2.86 2.85 2.81 2.83 2.82 2.80 2.79 2.77 2.75 2.73 2.70 2.67 2.65 2.62 2.59 2.56 2.53 2.51 2.48 Paul X. Cripe, Inc. Compute Time, 14,02:55 2.96 3.03 3.05 3.06 3.08 3.11 3.13 3.13 3.11 3.09 3.06 . 3.06 3.07 3.07 3.07 3.07 3.06 3.04 3.02 2.99 2.96 2.94 :2 .91 2.88 2.88 2.87 2.87 2.87 2.86 2.85 2.84 2.83 2.82 2.80 2.79 2,77 2.74 2.72 2.70 2.67 2.64 2.61 2.58 2.56 2.53 2.50 2.47 2.98 3.04 3.05 3.06 3.09 3.11 3.13 3.13 3.11 3.08 3.06 3.06 3.07 3.07 3.07 3.07 3.05 3.04 3.01 2.99 2.96 2.93 2.90 2.68 2.88 2.87 2.B7 2.86 2.86 2.B5 2.84 2.83 2.81 2.80 2.78 2.76 2.74 2.72 2.69 2.66 2.63 2.51 2.58 2.55 2.52 2.50 2.46 Da~e: 02!DD!YYYY U I ~ W ~ ~ ~ ~ ~ d Type.. .. Pond Routed HYG (total out) Name.... NE POND OUT Tag: A.. 10 File.... C:\WINDOWS\Desktop\NE POND PROPOSED.PPW Storm... TypeII 24hr Tag: A.. 10 Page 9. 4 6 Event: 10 yr u HYDROGRAPH ORDINATES [cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 24.5000 2.46 2.45 2.45 2.44 2.43 24.7500 I 2.43 2.42 2.42 2.41 2.40 25.0000 I 2.40 2.39 2.39 2.38 2.37 25.2500 I 2.37 2.36 2.36 2.35 2.34 25.5000 I 2.34 2.33 2.33 2.32 2.31 25.7500 2.31 2.30 2.30 2.29 2.29 26.0000 I 2.28 2.27 2.27 2.26 2.26 26.2500 I 2.25 2.25 2.24 2.24 2.23 26.5000 I 2.22 2.22 2.21 2.21 2.20 26.7500 I 2.20 2.19 2.18 2.1B 2.17 27.0'000 2.16 2.16 2.15 2.15 2.14 27.2500 I 2.13 2.13 2.12 2.11 2.11 27.5000 I 2.10 2.09 2.09 2.08 2.08 27.7500 I 2.07 2.06 2.06 2.05 2.04 28.0000 I 2.04 2.03 2.03 2.02 2.01 2B.2500 I 2.01 2.00 2.00 1.99 1.98 28.5000 1.98 1.97 1.97 1.96 1.95 28.7500 1.95 1.94 1.94 1.93 1.93 29.0000 I 1.92 1.91 1.91 1.90 1.90 29.2500 I 1.89 1.89 1.88 1.87 1.87 29.5000 I 1.86 1.86 1.85 1.85 1.84 29.7500 I 1.84 1.83 1.82 1.82 1.81 30.0000 I 1.80 1.79 1.79 1.78 1.77 30.2500 I 1.77 1.76 1.75 1.75 1.74 30.5000 I 1.73 1.73 1.72 1.71 1.n 30.7500 I 1.70 1.69 1.69 1.68 1.67 31.0000 I 1.67 1.66 1.65 1.65 1.64 31.2500 1.64 1.63 1.62 1.62 1.61 31.5000 1.60 1.60 1.59 1.59 1.58.. 31.7500 I 1.57 1.57 1.56 1.56 1.55 32.0000 I 1.54 1.54 1.53 1.53 1.52 32.2500 I 1.51 1.5l 1.50 1.50 1.49 32.5000 1.48 1.48 1.47 1.47 1.46 32.7500 1.46 1.45 1.44 1.44 1.43 33.0000 1.43 1.42 1.42 1.41 1.41 33.2500 1.40 1.40 1.39 1.38 1.38 33.5000 1.37 1.36 1.35 1.34 1.33 33.7500 1.32 1.31 1.30 1.29 1.28 34.0000 1.27 1.26 1.25 1.25 1.24 34.2500 1.23 1.22 1.21 1.20 1.19 34.5000 1.18 1.18 1.17 1.16 1.15 34.7500 1.14 1.13 1.13 1.12 1.11 35.0000 1.10 1.10 1.09 1.08 1.07 35.2500 1.06 1.06 1.05 1.04 1.03 35.5000 1.03 1..02 1.01 1.01 1.00 35.7500 .99 .98 .98 .97 .96 36.0000 .96 .95 .94 .94 .93 u [j u LJ u D o LJ u SiN: 321DOSA070C9 pondpack Ver. 8.0058 Paul L Cripe, Inc. compute Time: 14;02:88 Date: 02/DD/YYYY [J LJ Type.... P~nd Routed HYG (total out) Name. ... NE POND OUT Tag: A.. 10 File.... C:\WINDOWS\Desktop\NE POND PRO?OSED.PPW Storm. .. Typerr 24hr Tag: A.. 10 Page 9.47 Event: 10 yr n u HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 36.2500 I .92 .92 .91 .90 .90 36.5000 .89 .88 .88 .87 .87 36.7500 .86 .85 .85 .84 .84 37.0000 I .83 .82 .82 .81 .81 37.2500 I .80 .79 .79 .78 .78 37.5000 .77 .77 .76 .76 .75 37.7500 I '.75 .74 .73 .73 .72 38.0000 1 .72 .71 .71 .70 .70 38.2500 I .69 .69 .68 .68 .67 38.5000 .67 .66 .66 .66 .65 38.7500 I .65 .64 .64 .63 .63 39.0000 I .62 .62 .61 .61 .61 39.2500 I .60 .60 .59 .59 .58 39.5000 I .58 .58 .57 .57 .57 39.7500 I .57 .56 .56 .56 .55 40.0000 I .55 .55 .54 .54 .54 40.2500 I .54 .53 .53 .53 .52 40.5000 I .52 .52 .52 .51 .51 40.7500 I .51 .51 .50 .50 .50' 41.0000 .50 .49 .49 .49 .48 41.2500 .48 .48 .48 .47 .47 41.5000 I .47 .47 .46 .46 .46 11.7500 .46 .45 .45 .15 .45 42.0000 .45 .44 .44 .44 .44 42.2500 .43 .43 .43 .43 .42 42.5000 .42 .42 .42 .12 .41 42.7500 .41 .41 .41 .40 .40 43.0000 .40 .40 .10 .39 .39 43.2500 .39 .39 .39 .38 .38 43.5000 .38 .38 .38 .37 .37 43.7500 .37 .37 .37 .36 .36 44.0000 .36 .36 .36 .35 .35 44.2500 .35 .35 .35 .35 .34 44.5000 .34 .34 .34 .34 .33 44.7500 .33 .33 .33 .33 .33 45.0000 .32 .32 .32 .32 .32 45.2500 .32 .31 .31 .31 .31 45.5000 .31 .31 .30 .30 .30 45.7500 .30 .30 .30 .29 .29 46.0000 .29 .29 .29 .29 .29 46.2500 .28 .28 .28 .28 .28 46.5000 .28 .28 .27 .27 .27 46.7500 .27 .27 .27 .27 .26 47.0000 .26 .26 .26 .26 .26 47.2500 .26 .25 .25 .25 .25 47.5000 .25 .25 .25 .24 .24. 47.7500 .24 .24 .24 .24 .24 D ~ U i i D I U I I u o u u u u r 1 I " u' u LJ o u S!N, 32lDOSA070C9 pondpack Ver. 8.0058 Paul I. Cripe, Inc. Compute Time, 14,02:8S Date: 02!DD!YYYY u u Type.... Pond Routed HYG (total out) Name.... NE POND OUT Tag: A.. 10 File.... C:\WINDOWS\Desktop\NE POND. PROPOSED.PPW Storm... TypeII 24hr Tag: A.. 10 Page 9.48 Event: 10 yr u HYDROGRAPH ORDINATES (cfs) Time I Output Time increment ~ .0500 hrs hrs I Time on left represents time for first value in each row. ----~----I-------------------------------------------------------------- 48.0000 I .24 .23 .23 .23 .23 48.2500 I .23 .23 .23 .23 .23 48.5000 .22 .22 .22 .22 .22 48.7500 I .22 .22 .22 .21 .21 49.0000 I .21 .21 .21 .21 .21 49.2500 I .21 .21 .20 .20 .20 49.5000 I .20 .20 .20 .20 .20 49.7500 I .20 .20 .19 .19 .19 50.0000 I .19 .19 .19 .19 .19 50.2500 .19 .19 .18 .18 .18 50.500'0 I .18 .18' .18 .18 .18 50.7500 .18 .18 .17 .17 .17 51.0000 .17 .17 .17 .17 .17 51.2500 I .17 .17 .17 .16 .16 51.5000 I .16 .16 .16 .16 .16 51.7500 I .16 .16 .16 .16 .16 52.0000 .15 .15 .15 .15 .15 52.2500 I .15 .15 .15 .15 .15 52.5000 .15 .15 .15 .14 .14 52.7500 I .14 .14 .14 .14 .14 53.0000 .14 .14 .14 .14 .14 53.2500 I .14 .13 .13 .13 .13 53.5000 .13 .13 .13 .13 .13 53.7500 I .13 .13 .13 .13 .13 54.0000 I .13 .12 .12 .12 .12 54.2500 .12 .12 .12 .12 .12 54.5000 I .12 .12 .12 .12 .12 54.7500 I .12 .11 .11 .11 .11 55.0000 .11 .11 .11 .11 .11 55.25~0 I .11 .11 .11 .11 .11 55.5000 .11 .11 .11 .11 .10 55.7500 I .10 .10 .10 .10 .10 56.0000 I .10 .10 .10 .10 .10 56.2500 I .10 .10 .10 .10 .10 56.5000 .10 .10 .10 .09 .09 56.7500 I .09 .09 .09 .09 .09 57.0000 I .09 .09 .09 .09 .09 57.2500 I .09 .09 .09 .09 .09 57.5000 I .09 .09 .09 .09 .08 57.7500 I .08 .08 .08 .08 .08 58.0000 I .08 .08 .08 .08 .OB 58.2500 I .OB .08 .08 .08 .08 58.5000 I .08 .08 .08 .08 .OB 58.7500 .08 .08 .07 .07 .07 59.0000 .07 .07 .07 .07 .07 59.2500 I .07 .07 .07 .07 .07 59.5000 I .07 .07 .07 .07 .07 o U ~ [J I ~ u Q u u u u u u -' o u II U SiN: 321DOSA070C9 Pondpack Ver. 8.0058 Paul L Cripe, Inc. Compute Time: 14:02:55 Date: 02/DD/YYYY u o Type. ... Pond Routed HYG (total out) Name. . .. NE POND OUT Tag: A.. 10 Fi 1e. . .. c: \WINDOWS\oesktop\NE PO~ PROPOSED. PPW Storm... TypeII 24hr Tag: A.. 10 Page 9.49 Event: 10 yr o HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs Time on left r~presents time for first value in each row. --------- ---------------------~----~---~------------------------------- 59.7500 I .07 .07 .07 .07 .07 60.0000 .07 .07 .07 .07 .06 60.2500 .06 .06 .06 .06 .06 60.5000 I .06 .06 .06 .06 .06 60.7500 I .06 .06 .06 .06 .06 61.0000 I .06 .06 .06 .06 .06 61.2500 I .06 .06 .06 .06 .06 61.5000 I .06 .06 .06 .06 .06 61.7500 I .06 .05 .05 .05 .05 62.0000 I .05 .05 .05 .05 .05 62.2500 I .05 .05 .05 .05 .05 62.5000 I .05 .05 .05 .05 .05 62.7500 I .05 .05 .05 .05 .05 63.0000 I .05 .05 .05 .05 .05 63.2500 I .05 .05 .05 .05 .05 63.5000 I .05 .05 .05 .05 .04 63.7500 I .04 .04 .04 .04 .04 64.0000 I .04 .04 .04 .04 .04 64.2500 I .04 .04 .04 .04 .04 64.5000 I .04 .04 .04 .04 .04 64.7500 .04 .04 .04 .04 .04 65.0000 I .04 .04 .04 .04 .04 65.2500 I .04 .04 .04 .04 .04 65.5000 I .04 .04 .04 .04 .04 65.7500 I .04 .04 .04 .04 .04 66.0000 I .04 .03 .03 .03 .03 66.2500 I .03 .03 .03 .03 .03 66.5000 .03 .03 .03 .03 .03 66.7500 I .03 .03 .03 .03 .03 67.0000 I .03 .03 .03 .03 .03 67.2500 I .03 .03 .03 .03 .03 67.5000 .03 .03 .03 .03 .03 67.7500 I .03 .03 .03 .03 .03 68.0000 ) .03 .03 .03 .03 .03 68.2500 .03 .03. .03 .03 .03 68.5000 I .03 .03 .03 .03 .03 68.7500 I .03 .03 .03 .03 .03 69.0000 .03 .03 .03 .03 .03 69.2500 I .02 .02 .02 .02 .02 69.5000 I .02 .02 .02 .02 .02 69.7500 I .02 .02 .02 .02 .02 70.0000 I .02 .02 .02 .02 .02 70.2500 .02 .02 .02 .02 .02 70.5000 .02 .02 .02 .02 .02 70.7500 I .02 .02 .02 .02 .02 71 . 0000 .02 .02 .02 .02 .02 71.2500 I .02 .02 .02 .02 .02 o I ~ ~ U I ~ ~ [J o I l) , J ~ U I o ~ [J u o SIN, 321D05A07QC9 pondpack Ver. 8.0058 Paul T. Cripe, Inc. Compute Time: 14:02:88 Date, 02!DD!YYYY [J Type.... Pond Routed HYG (total out) Name. . .. NE pot,TD OUT Tag: A.. 10 File.... C:\WI~~OWS\Desktop\NE POND PROPOSED.PPW Storm. .. TypeII 24hr Tag: A.. 10 Page 9.50 Event: 10 yr u o HYDROGRAPH ORDINATES (cis) Time I Output Time increment ~ .0500 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 71.5000 I .02 .02 .02 .02 .02 71.7500 .02 .02 .02 .02 .02 72.0000 .02 .02 .02 .02 .02 72.2500 I .02 .02 .02 .02 .02 72.5000 I .02 .02 .02 .02 .02 72.7500 I .02 .02 .02 .02 .02 73.0000 .02 .02 .02 .02 .02 73.2500 I .02 .02 .02 .02 .02 73.5000 I .02 .02 .02 .02 .02 73.7500 .02 .02 .02 .02 .02 74.0000 1 .02 .01 .01 .01 .01 74.2500 I .01 .01 .01 .01 .01 74.5000 I .01 .01 .01 .01 .01 74.7500 I .01 .01 .01 .01 .01 75.0000 I .01 .01 .01 .01 .01 75.2500 I .01 .01 .01 .01 .01 75.5000 .01 .01 .01 .01 .01 75.7500 .01 .01 .01 .01 .01 76.0000 I .01 .01 .01 .01 .01 76.2500 I .01 .01 .01 .01 .01 76.5000 I .01 .01 .01 .01 .01 76.7500 I .01 .01 .01 .01 .01 77.0000 I .01 .01 .01 .01 .01 77.2500 .01 .01 .01 .01 .01 77.5000 I .01 .01 .01 .01 .01 77.7500 I .01 .01 .01 .01 .01 78.0000 I .01 .01 .01 .01 .01 78.2500 I .01 .01 .01 .01 .01 78.5000 I .01 .01 .01 .01 .01 78.7500 I .01 .01 .01 .01 .01 79.0000 .01 .01 .01 .01 .01 79.2500 I .01 .01 .01 .01 .01 79.5000 I .01 .01 .01 .01 .01 79.7500 I .01 .01 .01 .01 .01 80.0000 .01 .01 .01 .01 .01 80.2500 I .01 .01 .01 .01 .01 80.5000 I .01 .01 .01 .01 .01 80.7500 .01 .01 .01 .01 .01 81.0000 I .01 .01 .01 .01 .01 81.2500 I .01 .01 .01 .01 .01 81.5000 1 .01 .01 .01 .01 .01 81.7500 I .01 .01 .01 .01 .01 82.0000 I .01 .01 .01 .01 .01 82.2500 .01 .01 .01 .01 .01 82.5000 I .01 .01 .01 .01 .01 82.7500 I .01 .01 .01 .01 .01 83.0000 I .01 .01 .01 .01 .01 o u u u u ! ~ o o 1 ~ y ~ U i .1, U I i U I o U I SiN, 321D05A070C9 pondPack ver. 8.0058 Paul I. Cripe, Inc. Compute Time, 14,02;88 Date, 02/DD/YYYY o u Type. . .. Pond Routed HYG (total out) Name. . .. NE POND OUT Tag' A.. 10 File.... C;\WINDOWS\Desktop\NE POND PROPOSED.PPW Storm. .. Typell 24hr Tag; A.. 10 Page 9.51 Event: 10 yr u HYDROGRAPH OP~INATES (cfs) Time I Output Time increment =" .0500 hrs hrs Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 83.2500 I .01 .01 .01 .01 .01 83.5000 .01 .01 .01 .01 .01 83.7500 I .01 .01 .01 .01 .01 84.0000 I .01 .01 .01 .01 .01 84.2500 1 .01 .01 .01 .01 .00 84.5000 I .00 .00 .00 .00 .00 84.7500 I .00 .00 .00 .00 .00 85.0000 I .00 .00 .00 .00 .00 85.2500 .00 .00 .00 .00 .00 85.5000 .00 .00 .00 .00 '.00 85.7500 I' .00 .00 .00 .00 .00 86.0000 I .00 .00 .00 .00 .00 86.2500 .00 .00 .00 .00 .00 86.5000 I .00 .00 .00 .00 .00 86.7500 .00 .00 .00 .00 .00 87.0000 I .00 .00 .00 .00 .00 87.2500 .00 .00 .00 .00 .00 87.5000 I .00 .00 .00 .00 .00 87.7500 I .00 .00 .00 .00 .00 88.0000 I .00 .00 .00 .00 .00 88.2500 .00 .00 .00 .00 .00 B8.5000 I .00 .00 .00 .00 .00 88.7500 .00 .00 .00 .00 .00 89.0000 I .00 .00 .00 .00 .00 89.2500 .00 .00 u u u u u u D r'1 U I u D u u n U u u u SIN, 32lD05A070C9 Pondpack Ver. 8.0058 Paul I. Cripe, Inc. Compute Time: l4,02,SS Date: 02/DD/YYYY u u Type.. .. Pond Routing Summary Name. . .. NE POND OUT Tag: A. .100 File.... C:\WINDOWS\Desktop\NE POND PROPOSED.PPW Storm... TypeI! 24hr Tag: A. .100 o HYG Dir Inflow HYG file Outflow HYG file o Pond Node Data Pond Volume Data Pond Outlet Data o No Infiltration INITIAL CONDITIONS D Starting WS' Elev Starting Volume Starting Outflow Starting Infiltr. Starting Total Qout~ Time Increment u LEVEL POOL ROUTING SUMY~Y C:\WINDOWS\Desktop\ NONE STORED - NE POND NONE STORED - NE POND IN A..100 OUT A. .100 NE POND NE POND Outlet 1 844.50 ft .000 ac-ft .00 cfs .00 cfs .00 cfs .0500 hrs o INFLOW/OUTFLOW HYDROGRAPH SUMMARY Peak Inflow Peak Outflow ===;=====~===;~==========~====~~~~=~=~~~===~=====~=== 12.3000 hrs 14.5000 hrs o Peak Elevation Peak Storage '" -----~----------------------------------~-~---------- --------------------~----~--------------------------- 84'9.91 ft 5.621 'ac-ft o MASS BALANCE (ac-ft) + Initial Vol + HYG Vol IN - Infiltration - RYG vol OUT - Retained Vol u u Unrouted Vol u u D o D D u SiN: 321D05A070C9 pondpack Ver. 8.0058 79.':38 cfs 3.82 cfs at at .000 7.993 .000 7.991 .002 -.000 ac-ft (.001% of Inflow Volume) Paul I. Cripe, Inc. Compute Time; 14:02:55 Page 9.52 Event: 100 yr Date, 02/DD/YYYY u Type.... Pond Routed HYG (total out) Name. . .. NE POND OUT Tag: A.. 100 File. .,. C:\WINDOWS\Desktop\NE POND PROPOSED.PPW Storm... TypeII 24hr Tag: A..lOO Page 9.53 Event: 100 yr o u POND ROUTED TOTAL OUTFLOW HYG. . . HYG file HYG ID = NE POND OUT HYG Tag = A.,lOO o Peak Discharge Time to Peak HYG Volume 3.82 cfs 14.5000 hrs 7.991 ac-ft u HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I ,Time on left represents time for first value in each ,row. ---------1-------------------------------------------------------------- 4.0500 I .00 .00 .00 .00 .00 4.3000 I .00 .00 .00 .00 .00 4.5500 .00 .01 .01 .01 .01 4.8000 I .01 .02 .02 .02 .02 5.0500 I .03 .03 .04 .04 .05 5.3000 I .05 .06 .06 .07 .07 5.5500 I .OB .09 .09 .10 .11 5.6000 I .12 .13 .13 .14 .14 6.0500 I .14 .15 .15 .15 .15 6.3000 .15 .15 .15 .15 .15 6.5500 I .l5 .15 .15 .14 .14 6.8000 I .14 .14 .14 .14 .14 7.0500 I .14 .14 .14 .14 .14 7.3000 I .14 .14 .14 .14 .14 7.5500 I .15 .15 ,15 .16 .16 7.8000 .17 .17 .18 .1B .19 8.0500 I .20 ,21 .21 .22 .23 8.3000 I .24 .25 .27 .28 .29, 8.5500 I .31 .32 .33 .35 .37 8.8000 I .38 .40 .42 .44 .45 9.0500 .47 .48 .49 .49 .49 9.3000 I .50 .50 .50 .50 .49 9.5500 I .49 .49 .49 .49 .49 9.8000 I .49 .49 .49 .50 .51 10.0500 I .51 .53 .54 .55 .57 10.3000 .60 .63 .66 .70 .74 10.5500 .79 .83 .87 .91 .95 10.13000 I .98 1.00 1.02 1.05 1.07 11.0500 I 1.10 1.1.4 1.17 1.20 1.23' J.1.3000 I 1.25 1.28 1.30 1.33 1.37 11.5500 I 1.40 1.44 1.47 1.51 1.55 11.8000 I 1.59 1.64 1.70 1.79 1.88 12.0500 I 1.98 2.12 2.27 2.44 2.60 o D ~ o o o , u u u u u o D .u SIN, 321D05A07DC9 PondPack Ver. 8.0058 Paul I. Cripe, Inc. Compute Time, 14;02;SS Date; 02/DD/YYYY Q ~ ~ ~ U I U r I y , U I o Type.... Pond Routed HYG (total out) Name.... NE POND OUT Tag: A..IOO File.... C:\WINDOWS\Desktop\NE POND PROPOSED.PPW Storm... TypeII 24hr Tag: A. .100 Page 9.54 Event: 100 yr '1 U HYDROGRAPH ORDINATES (cfs) Time I Output Time increment " .0500 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 12.3000 I 2.77 2.91 3.04 3.15 3.25 12.5500 I 3.32 3.38 3.44 3.48 3.52 12.8000 I 3.55 3.59 3.61 3.64 3.66 13.0500 I 3.67 3.69 3.69 3.70 3.70 13.3000 I 3.71 3.71 3.72 3.72 3.73 13.5500 I 3.73 3.73 3.73 3.74 3.74 13.8000 I 3.74 3.75 3.76 3.76 3.77 14.0500 I 3.78 3.79 3.79 3.80 3.80 14.3000 I 3.81 3.81 3.82 3.82 3.82 14.5500 I 3.82 3.82 3.82 3.82 3.82 14.8000 ] 3.81 3.81 3.81 3.80 3.80 15.0500 I 3.79 3.79 3.79 3.78 3.78 15.3000 3.77 3.77 3.76 3.76 3.76 15.5500 I 3.76 3.76 3.76 3.77 3.77 15 . 8 0 0 0 I 3 . 77 3 . 77 3 . 77 3 . 7 8 3 . 78 16.0500 I 3.78 3.78 3.78 3.78 3.79 16.3000 I 3.79 3.79 3.79 3.79 3.79 16.5500 I 3.79 3.79 3.79 3.78 3.78 16.8000 3.78 3.78 3.78 3.77 3.77 17.0500 I 3.77 3.77 3.76 3.76 3.76 17.3000 I 3.75 3.75 3.74 3.74 3.73 17.5500 I 3.73 3.73 3.72 3.72 3.71 17.8000 3.71 3.70 3.70 3.69 3.59 18.0500 3.68 3.68 3.67 3.67 3.66 18.3000 3.66 3.65 3.65 3.64 3.64 18.5500 3.63 3.63 3.63 3.62 3.62 113.8000 3.62 3.62 3.62 3.62 3.62 19.0500 3.62 3.62 3.62 3.62 3.62 19.3000 3.62 3.62 3.62 3.62 3.62 19.5500 3.62 3.62 3.62 3.62 3.62 19.8000 3.61 3.61 3.61 3.61 3.61 20.0500 3.61 3.61 3.61 3.61 3.60 20.3000 3.60 3.60 3.60 3.60 3.60 20.5500 3.59 3.59 3.59 3.59 3.59 20.13000 3.58 3.58 3.58 3.58 3.57 21.0500 3.57 3.57 3.57 3.56 3.56 21.3000 3.56 3.56 3.55 3.55 3.55 21.5500 I 3.54 3.54 3.54 3.53 3.53 21.8000'1 3.53 3.52 3.52 3.51 3.51 22.0500 I 3.51 3.50 3.50 3.49 3.49 22.3000 I 3.48 3.48 3.48 3.47 3.47 22.5500 I 3.46 3.46 3.45 3.45 3.44 22.8000 I 3.44 3.43 3.43 3.42 3.41 23.0500 I 3.41 3.40 3.40 3.39 3.39 23.3000 I 3.38 3.38 3.37 3.37 3.36 23.5500 I 3.36 3.35 3.35 3.31' 3.33 23.8000 3.33 3.32 3.32 3.31 3.31 o o I U u u o -. D f l U .J, U i SiN: 321D05A070C9 pondpack Ver. 8.0058 Paul I. Cripe. Inc. Compute. Time: 1~:02,SS Date: o2/DD/YYYY u Type.... Pond Routed HYG (total out) Name. ... ME POND OUT Tag: A. .100 File. ... C:\WINDOWS\Desktop\NE POND PROPQSED.PPW Storm._. TyperI 24hr Tag: A..IOO Page 9. 55 Event: 100 yr D u HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. ---------I--------------------~----------------------------------------- 24.0500 I 3.30 3.30 3.29 3.29 3.28 24.3000 I 3.28 3.27 3.27 3.26 3.26 24.5500 3.25 3.25 3.24 3.24 3.23 24.BOOO I 3.22 3.22 3.21 3.21 3.20 25.0500 I 3.20 3.19 3.19 3.18 3.17 25.3000 I 3.17 3.16 3.16 3.15 3.15 25.5500 I 3.14 3.14 3.13 3.12 3.12 25.8000 I 3.11 3.11 3.10 3.10 3.09 26.0500 I 3.09 3.08 3.08 3.07 3.07 26.3000 3.06 3.06 3.05 3.04 3.04 26.5500 I 3.03 3.03 3.02 3.02 3.01 26.8000 I 3.01 3.00 3.00 2.99 2.98 27.0500 I 2.98 2.97 2.97 2.96 2.96 27.3000 I 2.95 2.94 2.94 2.93 2.93 27.5500 I 2.92 2.92 2.91 2.90 2.90 27.8000 2.89 2.89 2.88 2.88 2.87 28.0500 2.87 2.86 2.85 2.85 2.84 28.3000 I 2.84 2.83 2.83 2.82 2.82 28.5500 I 2.81 2.81 2.80 2.79 2.79 28.8000 I 2.78 2.78 2.77 2.77 2.76 29.0500 I 2.76 2.75 2.74 2.74 2.73 29.3000 2.73 2.72 2.71 2.71 2.70 29.5500 2.70 2.69 2.68 2.68 2.67 29.8000 I 2.67 2.66 2.66 2.65 2.64 30.0500 2.64 2'.63 2.63 2.62 2.62 30.3000 I 2.61 2.60 2.60 2.59 2.59 30.5500 I 2.58 2.58 2.57 2.57 2.56 30.8000 I 2.55 2.55 2.54 2.54 2.53 31.0500 2.53 2.52 2.52 2.51 2.50 31.3000 I 2.50 2.49 2.49 2.48 2.48 31.5500 I 2.47 2.46 2.46 2.45 2.44 31.8000 I 2.44 2.43 2.43 2.42 2-41 32.0500 I 2.4.1 2.40 2.40 2.39 2.38 32.3000 I 2.38 2.37 2.37 2.36 2.35 32.5500 2.35 2.34 2.34 2.33 2.33 32.8000 I 2.32 2.31 2.31 2.30 2.30 33.0500 2.29 2.28 2.28 2.27 2.27 33.3000 I 2.26 2.26 2.25 2.24 2.24 33.5500 2.23 2.23 2.22 2.22 2.21 33.8000 I 2.21 2.20 2.20 2.19 2.18 34.0500 2.18 2.17 2.16 2.16 2.15 34.3000] 2.14 2.14 2.13 2.12 2.12 34.5500 I 2.11 2.11 2.10 2.09 2.09 34.8000 I 2.08 2.07 2.07 2.06 2.06 35.0500 I 2.05 2.04 2.04 2.03 2.02 35.3000 2.02 2.01 2.01 2.00 1.99 35.5500 I 1.99 1.98 1.98 1.97 1.97 o u o lJ u u U I ~ U U I Q I U I o ! [j o u SiN: 321D05AD70C9 Pond Pack Ver. 3.0058 Paul I. Cripe, Inc. Compute Time: 14:02:88 Date: 02/DD/YYYY u u Type.... Pond Routed HYG (total out) Name. . .. NE POND OUT Tag: A. .100 File.... C:\WINDOWS\Desktop\NE POND PROPOSED.PPW Storm... TypeII 24hr Tag: A. .100 Page 9.56 EVent: 100 yr u HYDROGRJl.PH ORDINATES lcfs) Time I Output Time increment ~ .0500 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 35.8000 I 1.96 1.95 1.95 1.94 1.94 36.0500 I 1.93 1.92 1.92 1.91 1.91 36.3000 I 1.90 1.90 1.89 1.88 1.88 36.5500 I 1.87 1.87 1.86 1.86 1.85 36.8000 I 1.84 1.84 1.83 1.83 1.82 37.0500 I 1.81 1.81 1.80 1.79 1.79 37.3000 I 1.78 1.77 1.76 1.76 1.75 37.5500 I 1.74 1.74 1.73 1.72 1.72 37.8000 I 1.71 1.70 1.70 1.69 1.68 38.0500 1.66 1.67 1.67 1.66 1.65 38.3000 1.65 1.64 '1.63 1.63 1.62 36.5500 I 1.61 1.61 1.60 1.60 1.59 38.8000 1.58 1.58 1.57 1.57 1.56 39.0500 I 1.55 1.55 1.54 1.54 1.53 39.3000 1.52 1.52 1.51 1.51 1.50 39.5500 I 1.49 1.49 1.48 1.48 1.47 39.8000 I 1.47 1.46 1.45 1.45 1.44 40.0500 I 1.44 1.43 1.43 1.42 1.42 40.3000 I 1.41 1.41 1.40 1.39 1.39 40.5500 I 1.38 1.37 1.36 1.35 1.34 40.8000 1.33 1.33 1.32 1.31 1.30 41.0500 1.29 1.28 1.27 1.26 1.25 41.3000 I 1.24 1.23 1.23 1.22 1.21 41.5500 I 1.20 1.19 1.18 1.17 1.17 41.8000 I 1.16 1.15 1.14 1.13 1.12 42.0500 I 1.12 1.11 1.10 1.09 1.09 42.3000 1.08 1.07 1.06 1.05 1.05 42.5500 1.04 1.03 1.03 1.02 1.01 42.8000 I 1.00 1.00 .99 .96 .98 43.0500 I .97 .96 .95 .95 .94 43.3000 I .93 .93 .92 .91 .91 43.5500 .90 .90 .89 .88 .88 43.8000 I .87 .86 .86 .85 .85 44.0500 I .84 .83 .83 .82 .62 44.3000 .81 .80 .80 .79 .79 44.5500 I .78 .78 .77 .77 .76 44.8000 I .75 .75 .74 .74 .73 45.0500 .73 .72 .72 .71 .71 45.3000 I .70 .70 .69 .69 .68 45.5500 I .68 .67 .67 .66 .66 45.8000 I .65 .65 .64 .64 .64 46.0500 I .63 .63 .62 .62 .61 46.3000 .61 .60 .60 .60 .59 46.5500 .59 .58 .58 .58 .57 46.8000 I .57 .57 .56 .56 .56 47.0500 I .56 .55 .55 .55 .54 17.3000 .54 .54 .54 .53 .53 u o o u U I ~ [J , i l! , u o D o u u o o SIN: 321D05A070C9 PondPack Ver. 8.0058 Paul I. Cripe, Inc. Compute Time: 14:02:83 Date: 02/DD/YYYY u [J Type.... Pond Routed HYG (total out) Name. . .. NE POND OUT Tag: A. .100 File.... C:\WINDOWS\Desktop\NE POND PROPO~ED.PPW Storm... TypeII 24hr Tag: A. .100 Page 9.57 Event: 100 yr u HYDRO GRAPH ORDINATES (efs) Time I Output Time increment ~ .0500 hrs hrs Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 47.5500 I .53 .52 .52 .52 .52 47.8000 .51 .51 .51 .51 .50 48.0500 I .50 .50 .49 .49 .49 48.3000 I .49 .48 .48 .48 .48 48.5500 I .47 .47 .47 .47 .46 48.8000 I .46 .46 .46 .45 .45 49.0500 I .45 .45 .44 .44 .44 49.3000 I .44 .44 .43 .43 .43 49.5500 I .43 .42 .42 .42 .42 49.8000 I .42 .41 .41 .41 .41 50.0500 I .40 .40 .'40 .40 .40 50.3000 I .39 .39 .39 .39 .39 50.5500 I .38 .38 .38 .38 .38 50.8000 I .37 .37 .37 .37 .37 51.0500 I .36 .36 .36 .36 .36 51.3000 I .35 .35 .35 .35 .35 51.5500 .35 .34 .34 .34 .34 51.8000 .34 .33 .33 .33 .33 52.0500 I .33 .33 .32 .32 .32 52.3000 I .32 .32 .32 .31 .31 52.5500 I .31 .31 .31 .31 .30 52.8000 I .30 .30 .30 .30 .30 53.0500 I .29 .29 .29 .29 .29 53.3000 I .29 .29 .28 .28 .28 53.5500 I .28 .28 .28 .27 .27 53..8000 I .27 '.27 .27 .27 .27 54.0500 I .26 .26 .26 .26 .26 54.3000 I .26 .25 .26 .25 .25 54.5500 I .25 .25 .25 .25 .25 54.8000 I .24 .24 .24 .24 :24 55.0500 I .24 .24 .24 .23 .23 55.3000 I .23 .23 .23 .23 .23 55.5500 I .23 .22 .22 .22 .22 55.8000 I .22 .22 .22 .22 .22 56.0500 .21 .21 .21 .21 .21 56.3000 .21 .21 .21 .21.20 56.5500 I .20 .20 .20 .20 .20 56.8000 .20 .20 .20 .19 .1.9 57.0500 .19 .19 .19 .19 .19 57.3000 I .19 .19 .19 .18 .18 57.5500 I .18 .18 .18 .18 .18 57.8000 I .18 .18 .18 .18 .17 58.0500 I .17 .17 .17 .17 .17 58.3000 .17 .17 .17 .17 .17 58.5500 I .16 .16 .16 .16 .16 58.8000 .16 .16 .16 .16 .16 59.0500 I .16 .16 .15 .15 .15 D u o u u u , U I U I u u o i u u u o u SIN: 321D05A070C9 Ponopack Ver. 8.0058 Paul I. Cripe, Inc. Compute Time: 14:02:88 Date: 02/DD/YYYY u u Type.. .. Pond Routed HYG (total out) Name.... ME POND OUT Tag; A..IOO File. . .. C.: \WINDOWS\Desktop\NE POND PROPOSED. PPW Storm... Typer! 24hr Tag: A. .100 Page 9. 56 Event: 100 yr u HYDROGRAPH ORDINATES (cfs) Time I Output Time increment ~ .0500 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 59.3000 I .15 .15 .15 .15 .15 59.5500 I .15 .15 .15 .15 .14 59.8000 I .14 .14 .14 .14 .14 60.0500 I .14 .14 .14 .14 .14 60.3000 I .14 .14 .14 .13 .13 60.5500 I .13 .13 .13 .13 .13 60.8000 I .13 .13 .13 .13 .13 61.0500 I .13 .13 .12 .12 .12 61.3000 I .12 .12 .12 .12 .12 61.5500 .12 .12 .12 .12 .12 61.8000 I .12 .12 .12 .11 .11 62.0500 I .11 .11 .11 .11 .11 62.3000 I .11 .11 .11 .11 .11 62.5500 .11 .11 .11 .11 .11 62.8000 I .10 .10 .10 .10 .10 63.0500 .10 .10 .10 .10 .10 63.3000 .10 .10 .10 .10 .10 63.5500 I .10 .10 .10 .10 .09 63.8000 I .09 .09 .09 .09 .09 64.0500 I .09 .09 .09 .09 .09 64.3000 .09 .09 .09 .09 .09 64.5500 I .09 .09 .09 .09 .09 64.8000 I. .08 .06 .08 .08 .08 65.0500 .08 ..08 .08 .08 .08 65.3000 .08 .08 .06 .08 .08 65.5500 I .08 .08 .08 .08 .08 65.8000 I .08 .08 .08 .08 .07 66.0500 .07 .07 .07 .07 .07 66.3000 .07 .07 .07 .07 .07 66.5500 I .07 .07 .07 .07 .07 66.8000 I .07 .07 .07 .07 .07 67.0500 .07 .07 .07 .07 .07 67.3000 I .07 .06 .06 .06 .06 67.5500 I .06 .06 .06 .06 .06 67.8000 I .06 .06 .06 .06 .06 68.0500 .06 .06 .06 .06 .06 68.3000 I .06 .06 .06 .06 .06 68.5500 .06 .06 .06 .06 .06 68.8000 I .06 .06 .06 .05 .05 69.0500 I .05 .05 .05 .05 .05 69.3000 I .05 .05 .05 .OS .05 69.5500 I .05 .05 .05 .05 .05 69.8000 .05 .05 .05 .05 .05 70.0500 I .05 .05 .05 .05 .OS 70.3000 I .05 .05 .05 .05 .05 70.5500 I .05 .05 .05 .05 .05 70.8000 I .05 .04 .04 .04 .04 o u I U I I ~ o u o I il U I I Y o u u u u [J u SiN; 321D05A070C9 PondPack Ver. 8.0058 Paul I. Cripe, Inc. Compute Time: 14;02:SS Date; 02/DD/YYYY 01 I ul rJ UI I Oi Type.... Pond Routed HYG (total out) Name. . .. NE POND OUT Tag; A. .100 File.... C:\WINDOWS\Desktop\NE POND PROPOSED.PPW Storm... TypeII 24hr Tag: A. .100 Page 9.59 Event: 100 yr o HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. -~~~~~~~-I---------~~~---------~~~---------~~~---------~~~---------~i~-- 71.5500 , .04 .04 .04 .04 .04 71.8000 I .04 .04 .04 .04 .04 72.0500 I .04 .04 .04 .04 .04 72.3000 I .04 .04 .04 .04 .04 72.5500 I .04 .04 .04 .04 .04 72.8000 I .04 .04 .04 .04 .04 73.0500 I .04 .04 .04 .03 .03 73.3000 I .03 .03 .03 ,03 .03 73.5500 I .03 .03 .03 .03 .03 73.8000 I .03 .03 .03 .03 .03 74.0500 I .03 .03 .03 .03 .03 74.3000 I .03 .03 .03 .03 .03 74.5500 I .03 .03 .03 .03 .03 74.8000 I .03 .03 .03 .03 .03 75.0500 .03 .03 .03 .03 .03 75.3000 I ..03 .03 .03 .03 .03 75.5500 I .03 .03 .03 .03 .03 7S . BOOO I .03 .03 .03 .03 .03 76.0500 .03 .03 .03 .03 .03 76.3000 I .03 .03 .02 .02 .02 76.5500 I .02 .02 .02 .02 .02 76.8000 I .02 .02 .02 .02 .02 77.0500 .02 .02 .02 .D.2 .02 77.3000 I .02 .02 .02 .02 .02 77.5500 I .02 .02 .02 .02 .02 77.8000 I .02 .02 .02 .02 .02 78.0500 I .02 .02 .02 .02 .02 78.3000 I .02 .02 .02 .02 .02 78.5500 I .02 .~2 .02 .02 .02 78.8000 I .02 .02 .02 .D2 .02 79.0500 I .02 .02 .02 .02 .02 79.3000 I .02 .02 .02 .02 .02 79.5500 .02 .02 .02 .02 .02 79.8000 I .02 .02 .02 .02 .02 80.0500 I .02 .02 .02 .02 .02 80.3000 I .02 .02 .02 .02 .02 80.5500 I .02 .02 .02 .02 .02 80.8000 I .02 .02 .02 .02 .02 81.0500 I .02 .02 .02 .01 .01 81.3000 , .01 .01 .01 .01 .01 81.5500 I .01 .01 .01 .01 .01 81.8000 I .01 .01 .01 .01 .01 82.0500 .01 .D1 .01 .01 .01 82.3000 I .01 .01 .01 .01 ,01 82.5500 I .01 .01 .01 .01 .01 o U'r \ . I I OJ III U! U I [ o u u : l LJ u u o u SiN, 321DOSA070C9 pondPack Ver. a.00S8 Paul I. Crip~, Inc. Compute Time: 14:02:88 Date: 02/DD/YYYY u Type.... Pond Routed HYG (total out) Name.... NE POND OUT Tag: A..lOO File.... C:\WINDOWS\Desktop\NE POND PROPOSED.PPW Storm. .. TypeII 24hr Tag: A. .100 Page 9.60 Event: 100 yr u u HYDRO GRAPH ORDINATES (cfs) Time I Output Time increment ~ .0500 hrs ---~~~---i----:~~~-~~-~==~_:=~~=~=~::_=~~=-=~:_=~:~:_~~:~=-~~-=~=~-=~~~- 82.8000 I .01 .01 .01 .01 .01 83.0500 I .01 .01 .01 .01 .01 83.3000 I .01 .01 .01 .01 .01 83.5500 I .01 .01 .01 .01 .01 83.8000 .01 .01 .01 .01 .01 84.0500 I .01 .01 .01 .01 .01 84.3000 I .01 .01 .01 .01 .01 84.5500 I .01 .01 .01 .01 .01 84.8000 I .01 .01 .01 .01 .01 85.0500 I .01 .01 .01 .01 .01 85.3000 I :01 .01 .01. .01 .01 85.5500 I .01 .01 .01 .01 .01 85.8000 I .01 .01 .01 .01 .01 86.0500 I .01 .01 .01 .01 .01 86.3000 I .01 .01 .01 .01 .01 86.5500 I .01 .01 .01 .01 .01 86.8000 .01 .01 .01 .01 .01 87.0500 .01 .01 .01 .01 .01 87.3000 I .01 .01 .01 .01 .01 87.5500 I .01 .01 .01 .01 .01 87.8000 .01 .01 .01 .01 .01 88.0500 I .01 .01 .01 .01 .01 88.3000 .01 .01 .01 .01 .01 88.5500 .01 .01 .01 .01 .01 88.8000 .01 .01 .01 .01 .01 89.0500 .01 .01 .01 .01 .01 89.3000 .01 .01 .01 .01 .01 89.5500 I .01 .01 .01 .01 .01 89.8000 I .01 .01 .01 .01 .01 90.0500 I .01 .01 .01 .01 .01 90.3000 I .01 .01 ;01 .01 .01 90.5500 I .01 .01 .01 .01 .01 90.BOOO .01 .01 .01 .01 .01 91.0500 I .01 .01 .01 .01 .01 91.3000 .01 .01 .01 .01 .01 91.5500 .01 .00 .00 .00 .00 91.8000 I .00 .00 .00 .00 .00 92.0500 I .00 .00 .00 .00 .00 92.3000 -I .00 .00 .00 .00 .00 92.5500 .00 .00 .00 .00 .00 92.8000 .00 .00 .00 .00 .00 93.0500 .00 .00 .00 .00 .00 93.3000 .00 .00 .00 .00 .00 93.5500 .00 .00 .00 .00 .00 93.8000 .00 .00 .00 .00 .00 94-0500 .00 .00 -00 .00 .00 94.3000 .00 .00 .00 .00 .00 u u o I U q ~ I o I U ~ o i n U o u o u o SiN: 321D05A070C9 PondPack Ve~. 8.0058 Paul 1_ C~ipe. Inc. Compute Time: 14:02:58 Date: 02!DD!YYYY u Type.... Pond Routed HYG (total out) Name.... NE POND OUT Tag: A. .100 File. . .. C: \ WINDOWS\Desktop.\NE. POND PROPOSED. PPW Storm... TypeII 24hr Tag: A. .100 Page 9.61 Event: 100 yr D u HYDROGRAPH'ORDINATES (efs) Time I Output Time increment '" . 0500 hrs hrs Time on left represents time for first value in each row. -~~~~~~;-I---------~;;---------~~~---------~;~---------~;;---------~;;-- 94.8000 I .00 .00 .00 .00 .00 95.0500 I .00 .00 .00 .00 .00 95.3000 I .00 .00 .00 .00 .00 95.5500 I .00 .00 .00 .00 .00 95.8000 I .00 .00 .00 .00 .00 96.0500 I .00 .00 .00 .00 .00 96.3000 I .00 .00 .00 [J " U u u o o I o , ~ U ~ o I U I ~-] y o u ~ SIN: 321D05A070C9 PondPack Ver. 8.0058 Paul T. cripe. Inc. Compute Time: 11:02:$8 Date: 02/DD/YYYY u il u (~ , I ' U o [] LJ U U I q ~ ~ U I i o I J U U o U [J ! APPENDIX C Proposed Pipe Cal,Gulations Scenario: Base Pipe Report Label Upslream Downstream ~pstrearT pslream Inle 1I pstreart pstream Calculal€ ~ Syslem Total Lenglh I--onslructec Section Mannirlg1 Full Average System Upstream pownstrean Upstream )ownslrean Upstream Jownstrean Hydraulic Hydraulic Node Node Inlet Rational Inlel System CA Intensity Syslem (ft) Slope Size n Capacity Velocity Flow Time Invert Invert Ground Ground Cover Gover Grade Grade Area Coefficient CA (acres) (i nth r) Flow (fffft) (cfs) (ftIs) (min) Elevation Elevation Elevation ,Elevation (ft) (ft) Line In Line Oul (acres) (acres) (cfs) (ft) (It) (ft) (ft) (ft) eft) 137' of 18" RC SIr#1 Str#2 0.27 0.75 0.20 0.20 7.77 672 137 0.011679 18 inch 0.013 11.35 6.69 10.00 852.50 850.90 857.20 856.45 3.20 4.05 853.50 851.95 I 161' of 18" RC Str#2 Str#5 0.36 0.75 0.27 0.47 7.69 8.79 161 0.009006 18 inch 0.013 997 6.37 10.34 850.80 849.35 856.45 855.00 4.15 4.15 851.95 850.80 120' of 18" RC 81r#3 SIr#4 1.95 0.75 1.46 1.46 4.50 6.63 120 0.029583 18 inch 0.013 18,07 9.44 30.00 853.75 850.20 858.00 856.00 2.75 4.30 854.75 851,27 I 93' of 18"RCP Str#4 SIr#5 0.69 0.75 0.52 1.98 4.49 8.96 93 0.008065 18 incr 0.013 943 6.07 30.21 850.10 849.35 856.00 855.00 4.40 4.15 851.27 850.80 167' of 24" RC 51r#5 Stl#6 0.45 0.75 0.34 2.79 4.47 17.71 167 0.006886 24 inch 0.013 18,77 6.80 30.47 849.25 848.10 855.00 854.10 3.75 4.00 850.80 849.62 125' of 24" RC 81r#6 Stl#7 0.29 0.75 0.22 3.01 4.45 18.63 125 0.007200 24 incr 0.013 19,19 6.96 30.88 848.00 847.10 854.10 I 853.20 4.10 4.10 849.59 848.75 170' of 30" RC 51r#7 Str#10 0.35 0.75 0.26 327 4.44 1975 170. 0.003235 30 inch 0.013 23.33 . 5.33 ;31.18 847.00 846.45 853.20 I 851.85 3.70 2.90 848.75 848.11 91' of 12" ReF Str#8 Str#9 0.44 0.75 0.33 0.33 4.50 1.50 91 0.037179 12 Inch 0.013 687 7.00 30.00 851.33 847.95 855.00 852.10 267 3.15 851.85 848.68 157'of15"RC Str#9 Str#10 0.80 0.75 0.60 0.93 4.49 4.21 157 0.008917 15 Inct 0.013 6.10 5.36 30.22 847.85 84645 852.10 851.85 3.00 4.15 848.68 848.11 175' of 30" RC Str#10 Outlet 1 0.82 0.75 0.62 4.81 4.41 26.52 175 0.007714 30 ir)ct 0.013 36.02 8.02 31.71 846.35 845.00 851.85 851.00 3.00 3.50 848.11 846.59 104' of 12" RC Str#11 Outlet 2 0.51 0.75 0.38 0,38 7.77 3.00 104 0.027404 12 inct 0.013 5.90 7.54 10.00 847.85 845.00 851.85 I 851.00 3,00 5.00 848.59 845.50 38 ' of 12" RC 811#12 Stl#13 0.33 0.75 0.25 0,25 7.77 1.94 38 0.009211 12 inct 0.013 3.42 4.49 10.00 849.25 848.90 854.15 854.10 3,90 4,20 849.84 849.44 111'of1S"RC Str#13 EXisting Network 0.10 0.75 0.08 0.32 7.74 2.51 111 0.004505 15 inct 0.013 4.34 3.66 10.14 848.80 848,30 854.10 854.17 4.05 4.62 849.48 848.94 Title: Providence @ Old Meridian - Phase II 0:\2001 \01 D394\20200\calcs\drainage.stm 03/31/03 09:40:51 AM Paull. Cripe Inc @ Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Paull. Cripe Inc StonmCAD vS.O [5.0010] Page 1 of , 0... u Str#3 0::: ~ CD ...-. Str#l 4- 0 (}- ~ ~ ~ x. o Str#12 /61' oj:' 1{)... I?C"q Existing Network OF' 2 4" RCPStr#6 170' of 3011 RCP Str # 10 Str#l1 10</f oj:' l<?f-DXltlet 2 . ~Cp ........ -......J Ul - 0 --t) w 0 " /0 ~tlet 1 157' of 1511 Str#8 o -t) ~tr#9 AI n --0 0:: ;2 ~ ':i <{ OJ ~ c;:; .. 0 .... <') 0 0 (:l C> N M ~ "0 <Ii '" ;1l '" ~ ro c:: .~ "0 13 13 6 0 N 0 SJ. '- .,. 0'> <') 0 .... 9 ;; 0 SJ 0 en w 0:: (.) <:( LO 0) ..... ~ ~ - n /Iw. 1,).. .. ,. Ai''';'''.o.~...''""""~,, .,. \ ~-"~r=~' ~.~:~,",..:;=t).,'>}}'~~l;'~~l~:r'~rn..m......~:~=. . ~"'''~~r v#. f~ ! i i ,,,II" ,,), :1:.11 In_~ r-!' ~ /~~ I)" ~~....'A,':. .--"- t,,-~:! Il,} \;:;1 . r r~~n ~.ii~...mr- 1 :/ . ~....~ f' ,'. --"~.- " ; i ~. ,., ,-. \1 i;, .1"EITr.... [.! U i tt.tt.LJA i U ! r" \ ~i~rr' .;n.~~~;:~+.\i......-~~;~:n'-'-'-"1"r'~"~~;-~1.]::'(~\:~':~TI:' i i ~ . . : '. -f'!~r , ,t., _! ::yon '>O;P;) - : 1 - -, ::it" i -- ~ r to: - ~ - 1 R..-o/" no," ; 1 ~ ~.t~ : : :1 "'! I ! ,...M&S7.0.: ,qa~\: ~ ,~),t-:: : Ii !L..:I ! i I _~. -----: ~ j O~---J~~& L.,.Cl 1 I :;e .....___J, ; V rLSSUIilIIi.;U __\...'n...' 1:.~...~ .........--1"~ ~ i ...."C!J..... ~ ---...~'''~-'=-~~~::~_' ~~ .. -... ..~~~~ ;.~: ,'____""" ,."......_n.n............ ..._~_"'" ,,< /1;;;'\" ~ ["""..nJ l-ba.. I . /;~\_I ~ :'-: 1::1 \1 ,,:,; .i--l ~ \ ~. ~~.- I ~k-._nn I" * i.. 1 il ~ : ] ~~ I' ! Ii' l , i ~ ~~1. ~ I ~..J t:.... 1 ~,- )~._... 1 I' ~ l . ...~~..... ~~. !;j i"1'!~ . /' ~ y. ~~ ,,/j' f ~';~l rib;i~...~~ ~~ . .-,~~~~.: \ / ~~ / ..-~~i~~ y ~ ~ ~.'~.-S'" .t?'f<:'I "~~I\ 1 ! ".~ ... ~ /j.l ,,-{i>\ 0. \ i ,/ II' ,- .~~\.. 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