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Open Space Subdivision (6)
TOWN OF SOUTH WINDSOR INLAND WETLAND, WATERCOURSES AND CONSERVATION APPLICATI 04 1995 APPLICATION I.- Z�- DATE RECEIVED -6- 1 7-r� ZaR�thpWindsor Planning Zoning Commis INSTRUCTIONS 1. The application, map and plans must be submitted in triplicate, together with the fee set forth in the Inland Wetlands, Watercourses and Conservation Regulations, Town of South Windsor. (See Regulations, Section VI) . 2. The South Windsor Inland Wetlands, Watercourses and Conservation Regulations should be reviewed with respect to the standards and criteria for application evaluation. (See Regulations, Sections VIII - X) . 3. The applicant understands that this application is to be considered complete only when all information and documents required by the Agency have been submitted. (See Regulations Section VII) . A. APPLICANT'S NAME John Jacques ADDRESS 67 Ridge Road, South Windsor, CT 06074 PHONE: (HOME) 644-5164 (WORK) 282-0628 B. LEGAL OWNER'S NAME: Jean Marc Jacques ADDRESS 658 Ellington Road, South Windsor, CT 06074 PHONE: (HOME) (WORK) 282-0628 (List additional owners, addresses, and phone numbers on back of application). C. IF THE APPLICANT IS NOT THE OWNER OF THE SUBJECT PROPERTY, A LETTER BY THE PROPERTY OWNER(S) AUTHORIZING THE PROPOSED REGULATED ACTIVITY SET FORTH IN THE APPLICATION MUST ACCOMPANY THIS FORM AND WILL BE PART OF THE APPLICATION. D. PROJECT NAME: (if any) TAw_rence Estates 1. Contact Person (if further information is needed). Peter DeMallie, Design Professionals, Inc. , 165 South Satellite Rd. S. Windsor, CT 06074 Tel 291-8755 E. THE GEOGRAPHICAL LOCATION OF THE PROPERTY WHICH IS TO BE AFFECTED BY THE PROPOSED REGULATED ACTIVITIES INCLUDING A DESCRIPTION OF THE LAND IN SUFFICIENT DETAIL TO ALLOW IDENTIFICATION OF THE PROPERTY ON THE INLAND WETLAND AND WATERCOURSES MAP. Assessor's Map # 129. Lot# 11. West side of Lawrencp- Rnad PAGE 1 F. NAMES OF ALL ABUTTING PROPERTY OWNERS: (USE SEPARATE SHEET IF NECESSARY) Dart Hill Realty, Inc. ; John H. Sandberg; Alan M. Within & Katherine M. Valis; Armand J. & Anita LeTendre; South Windsor Swim & .Tennis Club; Stephen J. & Elizabeth Wisneski. G. HAVE YOU NOTIFIED ALL ABUTTING PROPERTY OWNERS BY CERTIFIED LETTER THAT AN APPLICATION IS PENDING BEFORE THE AGENCY?. Yes **(You are required to supply a copy of the letter with the list of the names of the abutters) .** H. PURPOSE AND DESCRIPTION OF ALL PROPOSED REGULATED ACTIVITY(S) INCLUDING AMOUNT AND TYPES OF FILL AND THE TIME ELEMENT INVOLVED: Application consists of creatina eleven new bi,i l di ng 1 �, Ghc�rt �-t�l-C1P-mac c+rapt clPtantiOri basin with associated hnus s, dri ew7ayg+ Si c1Pwal k.' and ntti 1 i ti PQ The only activity in-wet- lands is installation of rip rap to dissipate the stormwater disc ar= from a detention basin. Within wetlands setback, we propose some grading for the detention basin. a culvert-, endwa11 and rip rap, & footing drains for lots 5 & 6. I. A CLASS A-2 MAP OF THE PROPERTY DRAWN TO 1"-401 , SHOWING THE AREA TO BE DEVELOPED, EXTENT OF THE WETLANDS AND WATERCOURSES AFFECTED, TOPOGRAPH, EXISTING AND PROPOSED ACTIVITIES AND NAMES AND LOCATIONS OF ADJACENT PROPERTY OWNERS MUST BE SUBMITTED. J. ACREAGE OF WETLANDS AND WATERCOURSES TO BE ALTERED:__() VPr, mi nnY -rip r-yp trLhQ pi a ed K. ACREAGE OF WETLANDS AND WATERCOURSES TO BE CREATED:___o in small area) L. LINEAL FEET OF PROPOSED STREAM ALTERATION M. TOTAL LAND AREA OF PROJECT AND PERCENTAGE WHICH IS WETLANDS: 27_Rg acrPS/560 wPtlanlc N. IDENTIFY ALL OTHER PERMITS OR APPROVALS THAT HAVE BEEN ISSUED, APPLIED FOR, OR REQUIRED WITH RESPECT TO THE PROPOSED ACTIVITY SET FORTH IN THIS APPLICATION. (These may include but not be limited to, local Planning & Zoning, Zoning Board of Appeals, D.E.P. , F.E.M.A. , D.O.T. , The Army Corps of Engineers, and any other State, Local or Federal Permits.) Planning & Zoning Application for Subdivision submitted Town Council (open space) & WPCA (sewers) r Ti ou IV granted for Lawrence Estates. 0. THE APPLICANT (OR DESIGNATED REPRESENTATIVE) HEREBY ATTESTS THAT A SIGN WILL BE POSTED AT THE FOLLOWING LOCATION/S_ Along Lawrence Read frcn acle_ by Design Profess' is Inc. NAME Peter R_ r)pMA]ji,- ON OR ORE THE #9tLO / %e as directed by 'Ibwn Staff. SIGNATURE: THESE SIGNS MUST BE DISPLAYED CONTINUOUSLY FOR AT LEAST FIVE DAYS PRIOR TO SCHEDULED MEETING. (See Regulations, Section 6.3a) . PAGE 2 THE UNDERSIGNED HEREBY APPLIES FOR THE REGULATED ACTIVITIES LISTED IN PARAGRAPH H ABOVE, FOR A INLAND WETLAND, WATERCOURSES AND CONSERVATION PERMIT FOR THE PROPERTY DESCRIBED HEREIN AND CONFIRMS THAT: 1. HE IS FAMILIAR WITH THE CURRENTLY EFFECTIVE INLAND WETLAND, WATERCOURSES AND CONSERVATION REGULATIONS OF THE TOWN OF SOUTH WINDSOR. 2. HE/SHE UNDERSTANDS THAT AT ANY TIME DURING THE REVIEW PERIOD, THE AGENCY MAY REQUIRE THE APPLICANT TO PROVIDE MORE INFORMATION ABOUT THE WETLANDS AND/OR WATERCOURSES IN QUESTION AND/OR ANY PROPOSED ACTIVITY. 3. ALL INFORMATION SUBMITTED IN THE APPLICATION FOR REVIEW SHALL BE CONSIDERED FACTUAL, OR IN THE CASE OF ANTICIPATED ACTIVITY, BINDING. A KNOWING FAILURE OF THE APPLICANT OR ANY OF HIS/HER AGENTS TO PROVIDE CORRECT INFORMATION, OR PERFORMANCE EXCEEDING THE LEVELS OF ACTIVITY ANTICIPATED, SHALL BE SUFFICIENT GROUNDS FOR REVOCATION OF ANY PERMIT UNDER THESE REGULATIONS . 4. BY MAKING THIS APPLICATION, THE APPLICANT GIVES PERMISSION TO THE INLAND WETLAND, WATERCOURSES AND CONSERVATION COMMISSION MEMBERS AND/OR ITS REPRESENTATIVE TO ENTER THE PORTIONS OF THE PREMISES WHICH ARE SUBJECT OF THE APPLICATION FOR THE PURPOSE OF INSPECTION Altaq INVESTIGATION AND OTHERWISE EVALUATING THE MERITS OF THE APPLICATION BOTH BEFORE AND PER A FINAL DECISION HAS BEEN ISSUED. Signature oT Applicant /Agent for Applicant & Date April 24, 1995 Owner Received and filed at the office of the Planning Department this day of 19 Signature of Agent Date ******************************************************************************************* FEE RECEIVED YES_ NO_ AMOUNT DATE RECEIVED by HEARING DATE HEARING ADV. (1) (2) PERMIT GRANTED DATE PERMIT DENIED DATE PAGE 3 April 24, 1995 Marcia Banach, Planning Director r- Fq Town of South Windsor, Planning Department Uy' South Windsor Town o Hall, 1540 Sullivan Avenue , South Windsor, CT 06074 APR 24 1995 Dear Marcia: South Windsor Planning & Zoning Commission Re: John Jacques Subdivision Lawrence Road South Windsor, Connecticut I, John Jacques, applicant, hereby authorize Peter R. DeMallie to act as my agent and to submit applications to the Town of South Windsor Inland Wetlands Agency and Planning & Zoning Commission for a subdivision on the west side of Lawrence Road. Sincerely yours, John Jacques ' 67 Ridge Road South Windsor, CT 06074 cc: Peter R. DeMallie/Design Professionals, Inc. 000 nN WA y 50 / K7-,DSOFi; e i i.J4 5 O \PROPOSED OPEN SPACE V� PON17 C i CD \ CD ,r C� r Locedon A&P - - - TOWN OF SOUTH WMSOR EROSION CONTROL/WETLAND ENFORCEMENT OFFICER 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT 06074 TEL (203) 644-2511 To: South Windsor Inland Wetland Agency/Conservation Commission From: Jeffrey Folger - Erosion Control/Wetland Enforcement Officer OP Wetland Officer's Report - May 17, 1994 Steeltech Building Products - Strong Rd. - #95-16P (See Memo) Frank Ahern - Buckland Rd - #95-51W A visit to the site on 5/16/95 revealed a stable berm apparently blocking an intermittent watercourse that flows east to west along the southern boundary of the property. There does not appear to be evidence of ponding behind the berm (ie: hydrophytic vegetation, or matting of existing grass and leaves). By the amount of scouring on the bottom and banks of the watercourse below the berm, water is still flowing in the channel. �Jacques - "Lawrence Estates" -�95-15P The existing plans have not been revised to deflect John McCahill's con!�,errrs of May 5, 1995. E&S inspections approved: Tonsha Printing - Commerce Way. cc. M. Banach - Dir. of Planning Town Manager III e 5-A+'kSeptember 22 , 1994 Peter DeMallie Design Professionals , Inc . 441C Governor' s Highway �� k South Windsor, Ct 06074 Dear Mr . DeMallie: ` �J Alp Re: JMJ Stockpile on r t�' The Planning & Zoning Commission, at its meeting on S tember 20 , 1994 , approved JMJ' s request for a eorary topsoil stockp le to be located JMJ' s 1 N on Lawrence Road . This approval is subject to strict adherence to the following condition LcAol no h 1 . The stockpiled material is— o remain at the Lawrence 'Road, Si k' lon5e, It-ah 1-1-ectr - unfi! Sect 20 ,IC , 1-{ �f 2 . The material must be brought to the Lawrence SRoad site over a period of time not to exceed three ( 3 ) week44-ys , with advance written notice to the Planning Department identifying the three days . Hours of operation are limited to 9 : 00 a .m. to 4 : 00 p.m. on the three weekdaysU 4 . Actual stockpile location plus erosion and sediment control measures must be coordinated with John McCahill in advance . EY Ar li it for e temp ry s kpile one ar. e nt s come ba k fo e t e C mmis o fproval . �.T, ;; T ✓i�t h L11 The dead trees onAEllington Roa must be replaced . Very truly yours , ;,D L I + b r PLANNING & ZONING COMMISSION Frank A. Castro, Vice Chairman FAC/pmm cc : Chief Building Official C I Town Engineer Zoning/Wetlands Enforcement Officer ,r 1540 SULLIVAN AVENUE SOUTH W AREA CODE li Iq I'1N S&C2 w il,' gw)cr \ �o c e s�u r2 e�e;y k���� `�,e y,,,,,,t s•-i.>1�w� Peter DeMallie cis sue• - n�,o��� Design Professionals , Inc . CORREI 441C Governor' s Highway South Windsor, Ct 06074 Dear Mr . DeMallie: Re: JMJ Stockpile on � . Property The Planning & Zoning Commission, at its meeting on September 20 , 1994 , approved JMJ ' s request. for a temporary opoil st0c il Lawrence in to This ted in two stockpiles located on JMJ property material must be brought from the Dart Hill Phase IV Estates is subject requested, in a letter sent to the Commission . This app to strict adherence to the following conditions : 1 . The stockpiled material cannot remain at the Lawrence Road If site lc:•ger than one ( 1 ) year - until September 20 , it will be there longer, additional approval must be sought . 2 . The material must be brought to the Lawrence Roadhsiteaover a period of time not to exceed three ( 3 ) weeks , written notice to the Planning Department identifying the three weeks . 3 . Hours of operation are limited to 9 : 00 a .m. to 4 : 00 p.m• on the three weekdays . control 4 . Actual stockpile locato inateduwithosion and John McCCahidllmintadvvance . measures must be coord 7 . The dead trees on Ellington Road associated st be a with the approval of Dart Hill Estates , Phase Very truly yours , PLANNING & ZONING COMMISSION Frank A. Castro, Vice Chairman FAC/pmm cc : Chief Building Official i Town Engineer Zoning/Wetlands Enforcement Officer I t esign APR 24 1995 rofessionals, inc. South Windsor civil engineers • planners • surveyors Planning & Zoning Commissior April 24, 1995 Dear Current Abutting Property Owner: Re: John Jacques Subdivision Lawrence Road (west side) South Windsor, Connecticut Project Number 94-753 Please be advised that our client, Mr. John Jacques has applied to the Town of South Windsor's Inland Wetlands Agency/Conservation Commission for approval of a subdivision. For further information, please contact the South Windsor Planning Department at 644-2511, ext. 253. Thank you. Sincerely, Design Profe sionals, Inc. i By: Peter R. DeMallie Principal cc: Phyllis Mann, Town of South Windsor John Jacques 165 South Satellite Road, South Windsor, CT 06074 . (203) 291-8755 • FAX: (203) 291-8757 April 24, 1995 Marcia Banach, Director of Planning D �� Town of South Windsor, Planning Department South Windsor Town Hall, 1540 Sullivan Avenue APR 26 1995 South Windsor, CT 06074 South Windsor Dear Marcia: Planning & Zoning Commission Re: John Jacques Subdivision Lawrence Road South Windsor, Connecticut 1, Jean Marc Jacques, owner, hereby authorize Peter R. DeMallie to act as my agent and to submit applications to the 'Town of South Windsor Inland Wetlands Agency and Planning& Zoning Commission for a subdivision of John Jacques on the west side of Lawrence Road in South Windsor. Sincerely yours, Jean Marc Jacques 658 Ellington Road South Windsor, CT 06074 cc: Peter R. DeMallie/Design Professionals, Inc. / \ \ � w4 , / Sa!+ �nN-F21MVI —.. .� mjed LAWRENC[ B7A7ES User JJP A4-27-35 oonty / HA8T0R0 State� C/ Lhemed� __ Date- _______ Subtitle: EXISTING C0N8D{�G -------------- Sv�orea �1 - �PEA C --------------' ,|ow 7yve 2 Year Lengt^ ope Su,facp n Area Wp Velocity Tiwe ra ft/tt> _______________________________________ heet 3.2 DV .�� F 0.327 Sheet 130 I 0.502 'jaDow Cnncpnt'd l�� .�f.8 U 0.227 oeo Channel 015 5.V 0.08 Time of Concentration ` 1.08* ==` —' Sheet Flow Surface Codes —' A Smooth Surface F Grass/ Dense -- Shallow Concentrated -- D Fallow (No Res.) 8 Grass, BormmJa —' Surf*co Codes -- C Cultivated ( 20 % Res. H Woodsy Liqht P Paved D Cultivated > 20 % Res. l Woods, Dense U Unpaved E [kass'Ran Short * --- Generated fior use by |ADUiA8 method � o m/ect LowxENCE E5|mE5 User; JJP Date: V4-27-95 nunty HARlFU8D Chpcked: Date: auhtiUe' EK{STIwG COHUD0NS ntai vAershp8 area: 0.015 sn mi Rainfall type: lU Freqoencp 2 years ------------- Subareas ------------- AREA C ,inAU(in) 3.1 Curve nowbe' 63* »onW(in) 152 (Used) Lv0 Time|WN V.VV «/P 0.37 Time Total ----'-- Subarea Contubution to Total Hou (0s) ------ 'w) Flow AREA C ^LO 0 0 lL3 0 V I.E. V o LY V V i2.o V V L1 V V Z.2 O V 12.3 V 0 Z.4 V 0 ^2.5 V O 12.6 1 1 L7 1 i to l 1 1310 2P 2P ^3.2 2 2 l4 2 2 ^|.v 1 / 66 1 1 15.5 l 1 /1V o V &5 V V |7.0 V V '.5 V 0 19.0 O O \O V 0 '.V V 0 26.0 0 V Peak Flow * OWN pmvidpd from T8M system mutines R5) TABULAR DISCHARGE METHOD 38B§ KG Ryel : A4b3 SQ3B User., a@: ws25 G4¥ : 49gg State J RE\b Q9: aaRw: &Gn# ElBmG»B ---- -------- R2 watershed area: \Q) g « RRRH \\: H{ Re9R@ M year: ----- ------- - ubareas E Area(5q w) %C, ainl,ll(in) 4.7 09@ ember S, ReRaM 1.32 E J e: R e, (Used) Rw G@%GGR %S 59 %2 lime Total ------------- Subarea G#db5o R «QlH6 2Gl ------ Ae ea Rine 2» § 0 RS e u uE a u K9 § e 22 9 u 22 n e 12 e n a! ! a5 2 2 Ms 2 2 'L7 : : an 4 4 02 2 9 12 5 5 L4 4 4 116 a : LB ] a %U 2 2 S2 2 Z 46 2 2 tea ! ! 15.5 ! ! 16.0 ! ! 22 ! ! 7.5 ! ! to ! ! D» B e ? 0 i e Ku § u 22 u 9 - teat H9 a3m v Read RR 9«59#e seine RA§ 99J; gyRbrS%9 45 ON' KR RGRl : [UEyES9J5 GE; 2P »@: 64G2 9R7 : 99me State J bead a9: @title EXISTING CONDITIONS ---- -------- %%! w@s@darea: Kn5y 6 %b9H \q: 2! Ryevg g /«E ------------- G&se --- ----------- #& E Area aq wi %C, a2gHb: t; a9Es#E G! »98GM Rg c (h s) R e« (Used) 1,00 5e5&QR ky s9 0,21 4@ Total ------------- &»eaG#n8G9 to bhlHa R@: ------ (4d Rw AREA KH § n H2 e u a3 u @ Ra e r 22 u R it ! ! KZ ! l &a ! ! z4 2 z a§ G : 116 4 4 W 5 n 22 2 2 22 7 7 t4 & & 23 5 5 L8 4 4 to a : 113 a : qs 2 7 «r ! Z 23 ! ! hs ! ! Q ! ! 22 ! ! S§ ! ! g» ! ! 62 ! I %U ! n 62 e 9 - 94 Ea , - alums) pceR 9m 1455gJe eJbe R35929Rg5963 METHOD GamNRH Project : ARha Saes we: 2r Date: wg23 «4y : 9RRg State: 2 2eGd Date: -------- aGGe D52m CONDITIONS Total watershed area; KA§ g £ 9b@R \p; M SgeEg y year; -------- Subareas ----- ---�--- AREA E 4ea9 £l %C! Rg£Rb: %! «9@9#e G! MOM at r R s! u 9, (U9£ K« 5@9mn# Tow 5? Ke 2r Total ------- Sh eEGad&G9 9 %Rlfix ch) ------ R6 ea #pr E9 n u GJ P a 92 u § K! ! ! 2» ! ! 22 i 1 \4 2 Z &3 § ! . . »2 Z Z Ke a B e Q me mP 12 9 9 M J ! 2s K & t§ ; § R§ 4 4 IM a J 14.6 a a W Z 2 s§ ! I 17,0 ! ! '7.B ! ! b3 ! ! 210 ! ! :o ! ! 0 n R - Peak Ra # - aR«g R3aA 99 R-t p, GRbR Project LAWRENCE ESTATES, USET: i 1" Date: 04-2 -95 runty HARTFORD State: CT Uer_I:ed: Date: ,ubtitle: EXISTINU CONDITIONS ---- -------- otal 'e'atersNed area: 0015 sQ mi Rainfall Type: M Frequeng: ino years ------------------ -- Subareas -- - - --- ----- PEA C 1trea(-q mi) Q.022 ainfalltin) 6.9 4urve number E.3R Runoffho A03 [ (hrs) 1.00t (Used) Lou TimeToGutlet 0.00 alp 0.17 Time lotal - - - Subarea Contrqu+,.ion to Total Flw W si ------------ (brl Flow AREA C :1.0 0 0 11.3 i 1 1.6 1 1 1.9 1 1 12.0 1 1 ..1 1 1 2 it 2 2 .4 3 2 C .:'.5 5 J M 7 7 h7 9 9 2.0 10 10 13.0 12P 12P '3.2 11 it 3.4 9 9 13.t 7 i 5 5 14/1.t3 4 A 7.V 3 al 5.0 3 r' IC C 1 J.J t W 2 2 .G.5 2 2 17.t' 1 1 7.5 1 1 3.0 1 i 19.0 1 1 200 0 it Peal: Flog:! rF - value(s) provided grim TR-55 =-,Ste"! rnutines, TR'55 CURYE *UM8ER ��PU[AT�0� YERS[DN |.0 Pr ject L4WRENCE ESTIATES UC;en JJP Date: V4'27-95 County ��TF88D ate Chpckpd� Date; Subtitle: yR0�BEO CON8Dl0yS AR[A 0 UET[NrlON B N ASl -- ----- Sobarea � AREA C --------------------------------------------------------------------' Hydm|ogir Soil Gmxp COVER DESC0PTl0N A P C 0 �CN) ________________________________________ ,-UiiY DEVELOPED URBAN AREAS /�eg Estab.) Open space (Lawns/parks etc.) Good condition; grass mver Impervious Areas Paved parking lots/ mofs/ ri.dvevays 1.64(98) - OTHER AGRICULTURAL LANDS moos otal Area (by Hyd,o\ogic Soil Smop) 8.0! .4 ---------------------------------------' SU8AREA: AREA C TOTAL DRAINAGE AREA: 8.41 Aoes WEIGHTED L|/l,Y,- NuMxER:69 ---------------------------------------' Project : LAWRENCE ESTATES In: MP Me: 0407 c ounty HARTFORD 5±;ate: CT Checked' 'Dat.e: JubtiM PRUPUSED COMITIONS - AREA TO DETEMTMN BASH' ---------------------------- s1.6ar-ea #1 - APTA C ----------------------------- low Type i year Length Sloop n Are An Velocity Time f._a ruin (ft) (ftlft) Cole i-.p?l 1 Ift' M ISEC) (hr) ------------------------------------------------------------------------------ Fleet .c- y4fi o" I 1.06 `fleet 60 •Uj R 0.110 Shallow Concent'd 485 .0175 U VOL open Channel 581 5,0 0.032 Time of Wacentration = 1.06+ _-_ Sheet Flow Surface C,_.de� __- A .month Sufface T Liras'' r'en --- `.:`I llo.! %`1nr_^-ntr.af,2d - 3 o (�I� es.) r..a-_ r � - L♦ F._11_t1 .i R__ � Brass, �!I�m+d.. ___ '.iUr t�rc i';�ns --_ C Cultivated 20 Z Res. 11 Woods, P Pmed u Cultivated 20 1 Res. I lloods I Dense I I f-c! E L'fas=-Range, Short: - Generated for use by TABULAR ,netF,;1 p,rjpd iANR[NCE ESTATES Usen O' Date: 04-27'95 �ouDty HANFOR0 State: CT Checked: 0a�e- ______ �ohtitI P8OvOS EE 8 CUXIL){r0NS AREA TO 0B[N'l0U BA8lM otal watershed Pea/ V.V|% sn mi Rainfall type� III FreqoEncy: 2 ypars -------- ----- Svhar*e ------------- AREA C ^rpa(sq mil NOW ainh0in) 3.2 curve number 69* Runoff(io) 0.0 c ("s) 1.B6* (8sed) 2.00 7iaefoOxUet V.0O a/Y 0.28 Time Tvb\ ----'-- S,|m'pp Contribution to Total Bw /cf») ------ (h,) Flow AREA C ^1.0 V V lK3 V V L6 V 0 L9 V o l2.V V V '2.I o V 2.2 0 o 113 V 0 2.4 V 0 .2.5 V V \2.6 V V Z.7 V o 2.8 V V 1310 1 1 /3.2 \ 1 3.4 l 1 13.6 2P 2P �.8 2 2 kV 2 2 14.3 1 1 1.6 1 1 LV 1 1 15.5 1 1 NO l 1 ^15 1 } '.5 V 0 40 V x ]?.V V V ^'.V 0 V no 0 0 ,Kv V V Ppal� [low * v�}ve(s) provided from 7K'55 syst�n 'o�ti�es R\e{ : ggENCEESTATES User: 2[ Q@: GCDg +#y ! #Rmq 9©a O Redd Date: ���� &&aw: RJQS QgRoy -\§/ TO, »2wmNBASIN #2 watershed area; %Q: p 6 @&fail type; III 9GeEg M 7£5 ------------- Subareas -------------------------- AREA ; 9 e G§ 6l G Q! ainfall(in) 4.7 Re, e@e g! R9RG@ RG r @ si R S! Peed aw WHOM& uQ £r 011,14 SR DQI ------- Sw e, bRdSGon G %G! 2» «a) ------ 4A Flow AREA ( ^ 2» u u 143 e a IA e 9 K9 a e 110 9 ! 22 e e A ! @ 22 n g L4 ! ! .2.5 ! ! 12.6 ! ! :.7 ! ! 110 2 2 22 ! ! a! « # 23 4 4 !,9 4 4. d2 4 ! G2 ; 2 LA J 2 to 2 Z 22 ! ! PJ ! ! G§ ! ! t§ ! ! 22 ! ! %0 u 9 %Q H u »3 u n - Peak Sa ! - ab@9 provided RR R5: g#e outs( Project LAWRENCE ESTATES U:.er; n" i}ate: i1T '3 uuntil' HARTFORD F:tare: CT Checked: Bate: ---- -------- .ubtitle: PROPOSED CONDITIONS - AREA TO DETENTION BASIN otal watershed area: OA13 sq mi Rainfall type: III Freouency: 25 years ------------------- ------- SUba'rFac ---------- ---------------- AREA C rea(sq mi) 0,ol* ainfalI(in) 5.5 Curve number 69* Runoff(in) 2. e (t,r_) 1.86* UK 2.00 Theboutlet 100, pip 0.16 TV T :1 ------------ S_iharea Contribuhnn to TGtaI Flaw (My ------------ fhr) Flow AREA C ivo 0 0 11-3 L 9 0 {"} 12.o it (} .1 0 t 12 1 , ._ i 1 4 1 1 _.8 2 *12 4 j a 5 . J 13.: by bl' J 1 ._ l iJ L_ h o 5 5 113 4 4 .6 4 0 is c ii_ 9 - c r 5 1 1_TO 1 1 (} 1 t no 0 0 0 0 PFak vlo'_ t - ':'ai u°+.5: P1 ro T,k' 5 ,r cFer; Project LAWRENCE ESTATES User: JjP Date: 04-27-y5 ;aunty HARTFORD State: Cl Checked: Date: ubtitie: PROPOSED CONDITIONS - AREA TU DETENTIOtl E,F;"iti ota.l watershed area: 0.013 so ni rainfall type: III Freq.iEncy: 50 'pEaYS ------------------ rcbarus -------------------- AREA Areahq :m,il 0.01* ainfa1150 6.2 curve mamber 69 TM_rff(ini 1B7 r (hes) 1.86{ (Used) 2.00 imeTdutlet 0.00 a/P 0.14 Time Total - ---- - - - j!�i.ir1'a Outrlhhon to; Total Flou i0s) (hr) Flow ARIA C 1.0 0 �t 11.3 0 (, 1,6, 0 1.9 1 1 12.0 I 1 Q3 1 1 A 1 1 M ' L i 116 i 2 L77 2 B 3 3 13.0 4 4 112 6 6 3., 7P 7P i1, rr 7 7 ... ri 7 ; ? _ ,. 7 L0 7 113 6 F, 1.6 5 r ,, M 4 4 115 3 3 110 c 146 2 .J 1 'x %0 1 1 Ito I 1 Peas: blow £ - eh. p rided fY :r R5 syshem -en- Pro)ett LAWRENCE ESTATES User., JJP Date: u4-21-9'J runty HAUFORD 'State: 11 Ch,ecled: Date: .,ubtitle: PROPOSED CONDITIONS - AREA TO DETENTION BASIN otal watershed area: 0.0113 sq mi Rainfall type: III Frequency: lU0 year -------------------------- �uba•reas -------------------------- AREA C rea(=q mi) 0.01f ainfall(in) 6.', Lurve number 69* Runoff(in) 3.#3 r (hrs) 1.86{ (UsEd) 2 u,I) TimeTnOijt let o f)o alp (+.1 Time Total ------------- -Subaru Con}rikotion to Total Flor irf;) ------------ ihr) Flow AREA C 0 ;) 1.i 1 1 2.4 7 J+ E 4 4 13.0 5 5 7 7 ',4 8 I',6 9P U 8 8 14.3 7 7 1.6 5 4 4 C - 17.0 ? i it 1 1 Peak Flier value(s) prow ided from U-55 system rou. ine Job wumben 9*'/53 Me: v^-s'0 pesigo by; JJP Location; SOUTH klNDSO8 ChWod hy�_ Usscrintion/ MEW E0A7ES -----------------------------------------------------------_________ v D�s�pn Profps�ionals/ |o�. » * 165 South Satp}Ute R000 * � (2V3` 21'8755 ' ` Dpten�i�� 3asio Anx|ysis B«S[NA ve'.�.v2 ` ______________________________________ KASlw � w � LYSl � ------------------' -- --'—' ---------' STA6E / S ` UR ^ � � -----'------- F]oV. t.rev Vol 332.00 l4!-180.0 1488 A 3�4.(r 2,l2�T.^ 3J6.0o 28656.o 9742�, A * An A denote th+ vnlvpps wmptes by avemgs er! area/ v7' a C indimtes that Mume» *e,p cwnpvko by R mnua\ meth,& ll`ration at base uf spil|:py: loitial Pml E|eati 3%1.80 O;T{[T CHAPAC,Ep]ETES _______ No. 7ype }ine Description —' -- ---- ---------- 1 Ciro P.ifie 7,31.80 Diampt,r/ 'fr.}` 6.�1/ �o` 0.6A 2 Ho,in hate 336.00 Peri"eter (ft.)` 9.27/ F}ov Area (ft})` 3.29 ? Hot Uspd 4 Not Use�l ^n Number: 94-753 bate: r?4-2N_g= design B : ?1P location: SOUTH WJNDSI! Cheaed by Description: IAWREMI'T ESTAT'S --- ------------------------------------- ------------------ -------------------- i a �, I P n�i A i v _ r ----------------------------------------------------------------------- Be" MOP, Dochyge Discho:ruc Disclhar. Dischargs 331 ,80 332. ') rill -- -- -- (l.II _!! '.._ -- 1.62 13 00 , .. Location: 50L'TH !�I°=ItSmR � � jp n _herk d y;___ �G;criGli +n: LA!lREt10E ESTATES St,;r,,;, 2 s r-a - cASI 'IAi S ----- Ar ,1S.. T 1 11 E AtlD It1f L 0 11 EDATA ----------------------------------------- Time ;tarts at 11, 11 hys,f my 0,t+in a, a incf_ nt _ H . Ba=emow is NCO -Q, HIrR?GBr;f!1 ?'n1tTS 12 4 5 is 10 10 10 i1 0 1 i1 1 is c M 10 1.7 1A 1,t I 1 1, i 1.t1 l.fl 1.0 do 1A 1 11 1•`-' 1.'` 1.11 I.tl 1.0 I. 1 1.t1 t fi 5T 1.0 1A 1.. 1. ` 1.11 .,1' 1.0 r : !ON 10 0 t o (1 f+ f} 00 .. a .. ,: I_?(j i 10 12 1• 1(1 1!,t} t 10 10 tl 0 10 1601 10 % 10 1j.(.i K0 v0 19 :j,fj 10 10 1701 if,1) 1.0 10 10 10 % (j,fl 1 ,i n .j NO 206 10 10 :l.:j :f.:j ,st ._j,,_ il,(1 Q,l1 il n Nf!i 10 10 10 (;.. v0 1!,0 10 ti.0 10 NO 2701 NO NO NO NO to NOto 0,, to to 2801 TO to No 10 T 0 i!,1! I v 0 "0 10 2901 10 to to 11,A NO %it {j, U J.'h Hvmbe,' 94'�5� 0ate. P,sipn by: JJY Lootioo: SOUTH NlNUS0R MAY by�__ Descuption! [�1NTC 2 years -----------_-__-__-- Yolum� Yo�owe Stomyp Time iU(!0y outflow ip VP VA up '^-s` AS) AM un un (ft.) v ------------- ----------------------------- _--_-_-____ 01.O0 11.20 0.00 V.Vv 0 V V 23/.89 11.30 0.90 ^.M ^ 0 k 331.E0 1L40 100 ON, V v o J3L8) 11.50 0.00 PAC v v V 331.8V 11.60 0.00 0.00 0 o 0 331.80 11.70 0.00 0.*0 0 0 0 331.80 11.80 0.00 0.00 : 0 V 33LEN 11.90 0.02 0.0* V 0 0 33L8V 12.00 O.VV 9 0 33!.E0 12.10 v.o0 L�- 33l.B0 12.20 V.vV 0.05 Q 3%1.Gn 12.30 V.0V 1.00 0 0 V 33l.DO 12.40 V.Vo 0.00 V V O 331.80 12.50 0.00 0.00 V 0 1 331.80 |2.0 0.00 (J.0N V V 0 33LB0 12.7V 100 V.0V 0 V M.8O 12.80 o.V; 0.00 o V V 3J1.EN 12.90 0.50 0.01 9| 1 90 331.91 13.00 1.00 10 362 6 355 321M 13.N 1.00 105 722 20 701 321.89 13.20 1.00 V.08 l082 44 1038 331.94 0.7113 1.00 V.N l442 76 |366 231.98 13.40 LVo 0.12 1802 UG M n2.01 1150 \.50 0.14 2253 16| 2991 332.03 13.60 2.*1 00 204 215 2663 ?J2.V/ 1179 2.OV 119 N0u 25 2324 332.1C 118V 2.VV V.22 M 354 397: 232.14 13.90 2.00 0.25 5044 »39 WE J32.1.7 1 .VV 2.0Y 0.28 5/64 534 523» 332.21 )4.10 1.67 0.30 6424 08 5785 232.24 14.20 1.33 0.32 6963 751 6112 332.26 14.39 1.00 V.34 7?K2 S7r 65}2 332.28 14.40 1.00 0.35 742 392 6749 332.29 14.50 1.00 0.36 NO2 1lB 6983 232.3V 14.60 1.00 0.37 8462 7213 332.32 N.7» MA 0.38 0022 13N 7429 332.33 14.80 1.00 0.29 902 1521 /661 332.34 14.90 1.00 V.40 9542 &62 7980 332.0 15.00 1100 0.41 3902 037 8o85 332.37 15.19 1.00 9.42 10262 1955 8307 332.3D 15.2C 1.00 0.42 |O622 2lVS 8516 3323 31 15.30 MA M3 10982 226| V721 322.4") 15.40 1.10 Y.w 11342 2419 892, 33?.4\ 15.50 1.00 0.15 11702 258| 121 332.42 15.0 1.0V 0.46 12062 2745 9317 3J2.^3 15.70 1.00 0.47 12422 29O 9509 Lr3 2.44 15.20 1.00 0.49 12782 3084 -638 321Q. job Number: 94-753 04-28'95 Design Py: JJP Location' SOUTH N/NDS0R Aprked bv:__ Description: LAWPPirE BlATFS �������������������� ����� ----------------------- «o}vmp Yniunc Stmapp Time inflow DotUov lx Oul Vo)vme Elev. (hrs) (ds` (cfs) (cf) (cf) (cf) (ft.) e ---------------------------------------------- -- _- ________ l5.90 1.00 0.49 13142 ?257 HD4 332.417 16.00 1.10 o.50 13502 343/ 1oV68 332.48 16.10 1.00 0.10 13962 3614 \V24P ?UA9 16.20 LOU 0.51 14222 3797 W25 33150 16.30 1.00 0.52 1*59 J982 10"0 332.51 16.40 |.C* 0.53 14942 4170 10r7} N2.5i 16.50 1.00 0.93 15302 4361 10940 33152 16.60 Lxv 0.54 15SG2 4555 1N7 332.53 16.70 1.00 0.55 16022 475| I1270 332.54 16.80 1.00 15C 16282 49M 11431 332.55 16.90 1.00 0.56 16742 5152 11590 332.56 17.(0 Lou v.57 1702 5356 U746 2U.57 17.10 9.80 15K 1745 5567 11963 332.58 17.20 0.69 0.58 17677 5770 11?9/ sh58 17.30 6.40 0.5D 17657 5979 11978 332.58 17.40 0.2v 0.5/ 17964 605 117/9 232.57 17.50 MOV 0.50 1�.-,'~` 6j'190 11610 332.56 17.60 0.00 0.56 18000 659l lNV9 33155 D.7V 0.00 0.55 l8Vv: V790 11210 %32.51 17.O0 100 0.54 l8NN 6H5 1|N5 ME53 17.90 v.00 0.53 1E:v0 7177 10823 332.52 0.00 0.00 0.52 lOVoV 766 10634 332.51 0.10 O.VV o.51 18om 7552 /Ou8 HE50 18.20 0.O0 V.5o I'Ll"O0V 7735 10265 3 L'.49 18.30 0.00 0.50 1000 7915 1V085 332.*8 18.40 0,00 0.49 1800 8H2 ANS M2.47 18.50 V.0V '.48 l830o Bob 9724 3J2.46 0.60 100 0.47 1800V 843J 9562 3J2.45 18.70 0.00 0.46 0630 SHE 9M4 332.44 0.8O 0.00 0.46 l:v" 8773 ?L7 20�J 1190 V.V0 0.45 ISM 897 9164 332.42 19.00 0.00 0.44 W" 9V97 01;3 J32.41 19.10 0.00 7.44 /9000 9255 B05 232.u0 19.20 0.0V 0.43 1800 9410 859V JJ2.39 19.30 0.11 0.42 0000 9564 O436 732.29 19.40 0.00 0.42 |8C0V 9D4 B286 3J2.38 19.50 0.00 V.u1 0000 9863 807 3%2.37 19.60 V.00 0.40 0,00 Not 7392 332.36 19.70 0.00 0.40 0O0O 1O152 7NJ 332.35 19.80 O.0V IF !GMV 1 o293 77()7 332.34 19.90 0.00 0.38 13OU? 10432 36C 332z4 2100 100 0.38 18AV 11 0,561 74J1 332.33 20.1O 100 1.37 10000 107V4 72V6 322.32 2120 V.oV 0.26 0VVV N836 /164 332.311 20.30 0.00 0.26 T3V0 109m, 7034 322.31 2140 O.00 0.25 i8NV 11035 6995 332.30 20.5O 0.0V 135 7105 11221 0779 312.29 20.60 100 0.34 0009 113" 6655 332.29 20.70 ^.VV 0.34 1Wo 11467 6n? 332.2B 20.8V 100 0.33 004» 1597 6'l3 332.27 30h TWAT: 94'752 Date: 04W-95 hsjgn By: JJv Location: SOUTH W0DS9P Aded by:__ D2s[hptiom LANRENC[ ESDA7B ----- ------ ------------------------------------- Ytbmp Yo|ome Sto'age Time Inflow U,tfh' in Out vol"= Elev. (h,$) (cfs) i,^s! 'r'` (cf) (c+' (1t1 e -----------------'---_-_--___--_______ 20.90 V.0V 9.33 18o00 1 705 4 n� �i.3 21.00 O.0o :.22 13900 1122 61/8 332.26 21.10 V.VV :.22 10000 11936 6064 332.25 21.20 0.00 0.31 1ROV l20419 595l 332.25 21.30 V.OV 0.31 Avo? l2161 5040 322.24 21.w 0.011 0.30 14090 lM? 5731 322.24 21.50 0.00 o.n` 180:0 12376 5624 332.22 21.60 0.0* 2.2? 1000 l2482 551R 33122 21.70 100 0.29 tO0vS lM 544 ]32.22 21.80 V.0V o.28 18000 l26O8 5?12 332.21 21.90 V.VV 028 0000 M88 5212 2%2.2l 22.S0 V.0V 0.27 18000 12887 5113 332.20 22.10 o.V0 0.27 10019 12965 50l5 332.20 22.20 V.0V 0.26 iOV0V poll i919 332.l9 22.3Y V.V0 ».26 WAR 13175 4925 3%2.18 22.40 o.C* 1.26 |SN% 1JG9 47M 332.18 22.50 0.00 0.25 I8V" 13359 4641 332.17 22.60 100 0.21 18000 13449 4551 332.17 2170 V.Co 0.24 0:10 1%537 4463 3R.16 22.8V 0.00 0.21 18 3"1 13624 4y76 3J2.16 22.90 U.V0 0.24 1800e 137|V 4290 332.16 23.Cm V.Vo 0.21 0000 137h 425 332.15 23.10 0.V4 0.23 18000 12P77 022 332,15 23.20 O.C* 0.22 18000 13958 W2 J32.14 23.30 0.»V v.22 18000 1403? 1961 332.14 23.40 o.00 �.Z ANY 145? 3882 J32.13 23.5V O.vv 0.21 16000 1445 245 =1J 23.60 O.V0 0.21 l[lCv 14272 3728 3K.12 23.70 0.00 1.21 1990V 14347 3553 332.12 2180 1O0 0.20 0va! 14421 3579 3%2.12 23.90 0.00 0.20 1KOM 14u94 2506 332.11 24.00 V.VV �1 18o0V 14565 3435 322.11 24.10 V.VO V.19 00O0 146276 2364 332.l0 24.2V V.VV 0.19 13990 1470 3295 332.N 24.3V V.00 0.19 18VV0 M773 3227 332.if) 24.4V V.Vo 0.19 18000 14841 3159 332.09 24.5V 0.00 0.0 1800V 119V7 1093 332.09 24.6V 0.0o 0.0 0000 l4972 3028 332.V9 24.7o V.Vo C.1O 1800x 1536 M 332.oU 24.O0 V.OV QW l8,00 |5V99 2901 312.0G 24.9V O.o0 0.17 jp«oa 15161 2839 332.97 25.00 O.M /.17 !f"V« 1.122} 2779 J32.07 25.11 NCO 0.17 |D��* i 5 2,C.| 27D J32.07 25.0 o.0V o.t6 l8o:* 15340 290 %J2.06 25.3V o.M o.l6 18900 i�",99 2��! 3�2.rL 25.40 V.OV 0.16 19vO0 15456 2541 JJM 25.50 0.00 0.15 000 l55!2 21s8 332.o6 25.60 :.OV 0.15 0»OV }5567 253 J32.95 25.70 v.0; V.15 18090 15622 2?78 3%2.05 25.80 v.0V V.l5 19oov D675 205 332.V5 Job Number; 94-753 'zR-95 Design by: JJr Location; SOUP! A{N0S0R ChAEd McriptiVD| iAWRENC STA|B -----------------------------------------------------____________ Yolowe Volump Stnrage Time Inflow Outflow in Dot Yolone Elev. (hrs) (cfs) (cfd (cp (cf) (.-f) (ft.) ' _--_-------------------- -------------------------- - - 25.9V :.*) 0.15 Wh0 1572R 2N2 N214 26.00 0.00 o.l4 18000 1578O 2��� ]32.V4 26.l0 0.00 0.1u 100 210 232.04 26.D) 0.00 0.14 l800 0 151819| 2|19 33103 26.30 V.VV 0.14 1?q?A 15930 89V 232.03 26.40 0.0* 0.13 QW0 1597? 2.21 332.0? 26.50 v.»0 0.13 1w"r 16027 1973 J22.03 26.60 V.VV 0.13 18000 16074 1926 3KX2 2170 100 0.13 1[%no 1640 1690 332.02 26.80 0100 0.13 1 SON 16l66 |934 332.V2 26.90 0.V0 V2 VvYA ]6I1 D83 M2A 27.N0 0.V0 0.12 18000 16055 1745 33101 27.0 0.V0 1.2 WHO HMO 1702 MEV1 27.20 V.0V 0.12 lRVVV 8J41 1659 332.01 27.30 V.VV 0.12 lCng \617 3K.Vl 27.4V 0.00 0.11 18000 16424 1576 3K10 27.50 100 0.11 !' 16465 1535 3)J.o0 27.60 k0V 0.11 WON 165V5 |495 232.V, 27.70 V.0V 0.11 18r)Y 16544 1456 Hho0 27.8O 101 0.10 11090 }6W2 its 331.93 27.9V 0.0O 0.10 1000, 16620 1'9,f.' 321.99 2&00 0.00 v.m i 9 9��' I E56 1344 331.93 28.10 9.00 0.10 |8oV0 1H81 13" 331.98 28.20 0.00 109 18000 16726 1274 331.37 28.30 V.oV 0.09 1999V 16759 12^1 331.97 28.4o 0.M k09 |y100 16792 .96 28.50 V.N0 09 �632] 117/ 331.96 20.0 V.0* o.*8 !685-1 P46 321.95 28.70 0.VV V.v8 PTV 1 H84 11l6 33L95 28.E0 n00 !8vVV 1604 /96 331.95 28.90 0.00 :.08 00^U 16A2 INS 331,94 29.00 n00 V.08 1,:m1 WHO 1330 331,94 29.lo o.0V 9.97 18900 16997 10�)3 33l.93 29.0 0.00 o// |8OO 1/023 977 331.93 29.3* 0.00 9.07 18000 17,"9 951 3SLv3 29.0 0100 IN IT" |7V/4 IS 331.92 29.5V 0.:o �.O7 1800v 1709P 331.�2 29.60 100 o.96 K0V 17122 R78 0.92 29.70 O.Cp 006 18000 17145 855 331.0 29.80 V.C* o.06 0100 17l67 833 33L91 29.90 o.V0 0,06 |N*« 1089 811 3%1.91 JV.VV V 199*0 17211 793 331.91 30.10 0.00 0.06 TIC, 172J1 761 321.9!-.! 39.20 V.m) 0.96 19000 i7232 7M 331.9V 3130 V.0: 0.V5 loVpV 1727: 72^ 30.9V 3140 100 0.05 18900 17291 710 331.90 3150 O.C* 0.05 10000 17309 491 33189 30.60 0.00 0.95 19010 !7127 673 331.89 30.70 CPU IF IBOUO 17345 01 33L89 3100 O.00 0.05 .9000 17362 S38 321.89 t L i A R,It 10 2 0 zy HE ca Wa WAI ON 00 T Im 12 N'HE So 7-8 00 A 3 A--, Est 09 :;E HE WN :01 NMI Wo 601 UP AC CV AS EY 10A oust 1010 AVO OETE EVIG so zou i 00"I W,0 0010 Oz 11. W HE ER Lull 914 Wo 00, MAE Efuz bN lum Wmi two 601 0 TE so to up isho NW? TWA 60T 77 00 b' NIA CAT Oi W I CIL 0 EV us OUST Wo 001 GS 1C X HE is SULT ANI ZVO 001 41c, EV HE lu Wi Wit N'S 00 T OE 12 FV IH RW zoo NMI zu'd 001 HIL Z L L I 8 1 E E.,lL I A Ci ij AWN' 0 v,7 Clr__ 1 i-*jw.--:,, _o n ":T L I 00i,16 1 Z[-'..1 11-; OF HE so At., U6081 TWO GAT UL ILE VV HE EK 11W I ONE! W a Oct 09 Vc OF V 12 SOL; 0"01 Wo Own 09 TC WEE 6H Wol 0931 N'S 001 Ot TE Z19A "001 Wh 001 K TC Cc 11 00021 UZ ICC 9V HE 95 WRI hom Eva nDW N W 9W HE go S09LI 0001 CAT Oc,U 0 0,CC GW TE W L I c IC)03 1 CO 10 Got 06 VC 90'HE 916 W I ONO; VOT 0WO 00 W SVIEd Sol Awl AWN 0WO 0 L 0, 0- 09 1z, 0'; V, 9W HE At FEW ONSI Wo 0010 0 t z E WNG ON 09" Ffy 601 A 6 Z C* 9 8'1 CC., Art A -i 677C 9FNE to 60 C 0 G 004 G I W. 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C)3 0 9 iFC, 0,c;1 0 019, W HE SH Nul 0001 Wo 001 OE TE TO AEC TV! 6"d WAR Wo OUT UN ZOIN bu OP30 WE 1010 0010 010 NICE 691 Gful ANSI Nin 00 1 00 Te Z8,12C V91 3 LT F),"I I)J G�i I I Ci,i) 0,u,6 (iF.ISE ------------------------------------------ — ---------------------------- (,;}i ill li)) (511.1; (SP) 15114) 'AaI3 E L i D 0 mo 1 u a 1 ----------------------- ----------- ------------------------------- 1-irddilv1 :dcqdTIj_ajj PUPIO'S :UcIT;F3c,-,, drC A UP% 16-600 WIN! EEL-Vo :18qWfiN qO[ job Number: 94-753 v,+,' N'28-95 DpcJ' Py/ JJP Lnotinn' ENlH WlMDSOR Ckpc�*d tyL_ PesuiVtiom LANR0U [STATES _------- ---------____________________________ pA A * 4iYS ! S S 1| �1,1'r.um 0�tUo: 0.6 c's at i rs. Maximon Sto,a, U9o/ mbir +pet ,t Elpvotinr 29M8 +ppt. Detention time: 4.2 ',ours. ****� 8UUTlMS TfPMlNA7f0 m0KMALLY Shp at 28.89 loput Data ri|e� C�\HYDR0\�GlN\�4r\v4753.dat Output Device/ C�\�'DRO\yASln\TXT\753'V�.txt Uutpot iderva}: V.10, Ppmtioo contm} inte`,�l� 0 N 75J Date/ (w-1�'95 Dp--go By: JJP Location' �0TH U{NILIS'D R %drd y___ Desc,iptiom iAWRENC[ ESTATES Storm 1O ypa,s -------- ------'-- - ---------------------------- 8ASlN * � ALYSl � ---------------------------------'------ ------------ TIp '. AUD [ wriUy D4T4 ___________ Time star" at l|.Nv t,s./ Un" inc.ement V.190 H,. pMeflov is HAW Is. HYDROG APH POINTS | 2 J ` 5 6 ` g 9 10 --------------------------------------------------- -------------- 0.0 10 ^.V 10 10 O.e tr IN 10 0.0 10 10 !.V I L» 201 2.0 2.5 3.0 3.5 4.o ^.� 4.0 ^.0 u.0 4.0 0| 4.V 3.7 3.3 2.V 3.0 J.V 3.o 2.0 2.5 2.3 401 2.V 2.0 2.Y 2.V 2.0 2.0 1.V 1.6 1.4 L2 5V| Lv 1.0 1.0 1.: 11 Lo L0 1.V LV 1.V 60| L0 1.0 1.0 1.0 1.0 L9 L0 |.� 1� 1.0 701 LV 1.0 LV 1.0 I i0 1.0 1.0 LV l.O ON LV 0.9 O.8 O.7 o.6 15 14 901 10 0.0 10 K0 V.V 0.9 V." N01 0.V 10 O.V V,0 0.V 10 ^.^ Us 0.0 10 10 V.0 1Y 0.0 19 0.0 10 K� 11T TO 0.1 V.0 o.V 0.0 yV 0.V 0.v 10 V.V 1301 0.0 0.0 10 V.0 10 0.0 V.V O.V tV jf, 140| 10 N0 0.; o.o V.1 1.0 n.v V.^ Kv to 151 10 10 10 0.0 V.o 10 V.o V.» 0.0 V.� 16V| 10 10 10 0.0 ma 10 0.0 o.V No x.V l7Y 10 O.o 10 o.v o.o V.V K: v.v o.V 10 19V| 10 No 0.V 0.0 V.Y yo in to to to 0.v To 0.V 0.V 19 no TV V.o V.V kY 2A to to TO TO in :.: :.S 1V TV O.V 22V| TO No ».0 it to in oo o.; ,.V %N| TO TO V.V V.V it 0.0 k it 10 C.V 24O| 10 10 to 0.} to to 10 no N1 to 25N 10 TO to to V.o 0.9 tV C' to to 2GO| TO to to no to to 0.0 to V.0 nV 2M| TO No to 0.0 r.T TO it t0 to 0.0 2PN| 0.S 10 0.0 in V.^ 10 0.0 ^.0 no 0.0 2901 10 In to No 10 10 1? 10 0.0 no J--b %unbe': 4�', !1 rts (w- !'-sjc,n Dy/ JJP LocatM SOUTH N[X8S8R 511A my:___ DescriIinn: iANR[NCE ESTATES ��-------------------------------------------------- ��� ������� >>> D A S l H R 8 U 7 { C. Ynbme Yobm� �tos�� Time lnf}nw Outflow lr Out Yeloca Elev. (h,$) (ds) (0s) (cn (If) (ft.) o ------------------ - ---------- - -_---_______ U.VV V.C* 0.01 V V � 231.8* U.10 x.*A V.00 x V 1 33L8V 11.20 0.00 v.M V o ; �31.80 11.20 0.00 1.V0 : 33l.D0 11.40 0.00 1.00 o o 11.50 0.09 V.AV 11.60 0.:0 0.T-*1 l�.70 Q00 0.09 11.8* 0.00 V.C^ 371.0! 1L3O YOU 190 0 V " 321.80 12.00 0.00 0.V0 0 33}.8V 12.19 0.00 0.00 0 0 Y 23l.[0 12.20 0.00 9190 V 0 o 331.OV 12.30 V.V0 0.0 0 V 0 331.80 12.40 1.0V V.N 02 2 180 33l.82 }2.50 1.VO 1.84 542 0 531 231.0 12.60 1100 0.96 V2 30 872 221.92 12.70 1.49 9.09 1262 57 12^4 J31.96 12.80 2.00 0.12 ION 95 1799 232.01 12.90 2.OV 0.15 2524 144 2380 332.0 |J.V0 2.(* V.|D 3244 M3 1041 332.09 1110 2.V 0.21 4055 27? -781 222.13 1120 3.00 0.25 504! 357 4M 3J2.1S 13.3v 3.50 5.30 6216 457 5759 322.24 !J.0 LOU 0.34 7567 575 6912 322.31 13.59 4./7 0.42 9907 714 8293 332.38 1J.60 MV 7.1/ l^A` 074 05/J M.45 1170 "V0 v.53 M87 105 10832 2 32.52 1180 4.vV 0.58 13J27 I256 Mn it.59 13,90 4.90 A.64 1ur67 1476 13291 M.65 14.VO 450 0.69 4207 17 6 14491 J32.72 14.1V 3.67 0.74 Mr 1V5 15L12 232.78 14.20 3.33 oA 4317 2251 AM 14.84 AS 3.0y 0.83 '295 2542 17443 222.3G 14.40 3.00 TO 2VT 2A6 429 3?2.13 A50 100 0.90 22145 %162 18933 22.97 14.60 100 0.92 23225 3490 19735 333.01 1070 L75 0.94 242SO 7�82 6 20174 233.05 14.80 2.50 005 25205 067 2|037 %D.V9 !4.90 2.25 016 2 E�59 4512 21547 333.11 15.VV 2.00 O.97 26824 486l 21M 2311' 15.10 2.00 Y.YB 27541 5214 22J30 333.16 15.20 2.00 0.99 20254 M M5 M3.1Y 15.20 2.00 1.00 2 0 4 592 b I,'V57 231A 15.40 2.00 1.01 29704 6287 2416 333.22 15.50 2.00 1.01 10424 665\ 22772 333.24 15.60 1.80 1.02 31107 701/ 2090 33125 15.0 1.0 1.93 21719 73O6 243?2 23127 1109 L*V !.;3 0259 77, 012 M.28 job Nurhpr W753 NO: M-19'35 Design Yy/ JJ' Location: SOUTH Cherkp1 by: -- WriFtinn: MENCE EACHEACH-------------------------------------------- --------- --------------- ------ _ ;o\vme Yo>ume "turcge Time {nfbw DutUnv in Out Vo}ome Elev. (hrs) (cfs) Ms) (cf` ,d) (,f) �ft.) « --_-__-_-__-____-__-'-_--__-----__---' 15.90 1.20 1.03 ?2726 8128 2459? 323.28 16.00 1.00 1.92 33122 8439 24622 333.28 |G.\0 1.00 LK] MR2 8871 24q1 321|8 16.20 LOU 1.03 33042 9241 24531 333.28 16.30 1.00 13? 3502 9615 2497 333.28 16.40 1.00 1.03 34562 9YB6 24576 333.28 16.50 1.00 1.02 24922 10359 W&I 233.28 15.0 }.M |.CJ 2322 1072» 24553 333.28 16.70 1.00 1.07 ?5642 2042 332.28 16.80 1.00 1.03 3M 24530 333.28 16.90 1.00 1.V2 36262 10Q M0 332.28 17.00 1.90 M2 35722 1221J 24509 333.29 17.19 1.00 1.12 7092 !25N 2*197 333.28 17.20 1.00 1.03 37412 12955 24487 %I27 17.20 1.09 1.02 37PO2 13326 2^476 333.27 17.40 1.00 1.03 38l62 E697 24465 33127 17.50 1.00 1.03 2T522 14067 24455 333.27 >7.60 LOU 1.yJ 38882 l4438 24444 333.27 17.70 1.00 1.03 19242 1M 24M 333.27 17.80 1100 29602 i5l78 2/422 32127 17.9C 1.00 1.0 39962 MA 24M 333.27 0.00 1100 1.03 40?22 l5919 2#03 333.21 0.18 1.0 1.03 406U2 16229 -"4392 233.27 0.0 1.00 1.08 41042 16659 2M 333.27 0.30 130 1.17 u1402 17223 j^373 233.27 0.40 1.00 1.33 0762 1739 24362 323.27 0.50 1.00 1.13 42122 1776B 24354 333.27 0.60 1.00 I.M 42482 0lJ3 24344 3B.27 0.70 1.00 1.03 42042 0508 N3N 333.27 i8.80 1N0 1.03 43202 1PD77 24325 333.2/ 18.90 1.00 1.03 *3562 19247 `315 322.27 19.00 1.00 !.0 42922 i96i 16 14%0S 3J3.2C 19.10 coo 1.»3 1I264 19935 2421 27.26 8.20 0.80 K92 44569 2020 1135 33126 19.20 V.0 1.12 4AC39 20721 A117 VITA 19.40 1.60 1.0 NO 3 21091 2J�"I 233.25 19.50 15V 132 45Nl 21uh 23815 22J.2u 19.60 0.40 1.0 45131 2W2v 2342 323.23 19.70 0.20 V1 A559 2203 23275 333.21 19.80 0.20 Lxv 45648 22544 23lo4 323.20 19.90 0.10 v.99 45702 2201 223O0 3J3.18 29.9) 0.00 909 45720 M59 22461 333.l6 20,.1�-' 0.O0 0.9C 45720 2302 2202, 333.1� 20.20 O.VV v.9/ 417/V 239 2 `|/5« 333. 2 2120 0.00 0,06 45720 21310 11410 2140 0.oV 4.15 *572V 24655 2105 33109 20.50 100 0.95 15720 24997 M722 233.07 2160 0.Vo GIN ANv 25336 2038u 333.05 20.70 0.0v v.93 45720 25673 20047 333.02 20.80 MO: 0.92 45720 26^V7 0713 332.01 job rltumber, ?1_ 57- Tote: „_28-25 _ Checked Desuiption: 1_AM1."E'E B1ATEc----------------------------------------------------------------- ---------------- Time Inflow 1i111'+icu 1;n ltltt !!c,1,i Fie„ Rrs) QW) _t=' UP t r f l tf+,) r. ----------------------------------------------------._-___-.._____----_-____ 20.90 1 op 0.91 4.5720 26233 193°2 32 ?? 21.10 0.90 :" 15720 09! 16735 332.9C 21.20 T 00 rl i37 0129 219! INP r':' 9.1 2100 Too 0.9 45720 it AE PEN 3K,_5' 2110 T 00 .,92 457.20 2„r_1,e _7,.._ ��_,37 21.9r1 100 r' 7} AND 2?374 1 ENE ?32 92 2100 f! ou 0176 O7'_il i'aF 52 NOS? 33 301 11 1 l,(! 75 4572 rf i,'.:C cc.11a �,.-. .,r� -rr;rl `r r i5795 n„i 7Q 2 1 Cfi OD 7 L Gc.Jv i�,_,!. t.,71 _{_n{' Sf1'77'i 1406 33172 a _`f 312.72 2170 woo r! Q 45nu 14M l..i_:1t. 23_r.L7 r1, 2190 100 ..66 45720 31259 13762 222.68 2100 (! Ili} 1.65 15.17ri 394 134 33167 23,30 +1.U("I o.62 45720 31379 0041 23 L 62, 2140 100 0.61 4772, 23101 12611 332,62, 23.60 0100 ri 59 45nO 3"35H 1.21 J7 331 5 9 23.70 0.00 it cn 5720 3N44 11:I,G 33.7 .59 190 100 C1 7 45720 33951 11'=0 33157 24,00 0.00 0,55 45720 342H 1 1 4 33155 2-1.10 T-, .;.. n. , 45720 ii1 34554 11166 232,54 24.20 !! 2C 40 1 oc 0.52 4572 0 2512'_) 3'2,5�t 2169 0.00 0,50 '5+.: 3495 ug _ 3 _ 7 2481 too it q 45 7 1 n.-i, ,-..a AIN 2 ill) too {1 47 .1'-20 �"}E':19- 9W •111 �1- __ :. 4 its � __ �:u:.. :J 2110 too ME 4570 _✓A 9356 332.44 25.40 (5(! 11,1 1-'20 -'J 332 41 2170 0,01 1.1 _ 4519 - 1 J 902 :.v..-•--r Z . Jvb Murben A-757' D*tc� Vu'?�'95 Dp�ip" 9y' �JP Location; SOUTH MOHR [hed*d by... OesniNon| MINCE MAN -------------------------- ------- ------------------- Ynlvre »n}u�e �t:,age Time inflow 0otUov in out Value FQ". (hrs) (cfs} (cfs) (c ) (cf) /rf) (ft.) � ------------------------__------------- ------ _-_--_____-_ 25.90 0.10 0.41 ^5720 2785 ?M5 222.37 26.vV ».C"0 40 15720 377S1 7M9 U2.36 26.10 0.01 Q.3? 15720 37904 WE %32.35 26.20 0.04 9.21 4572V 38V45 /6'5 3J2.34 26.30 0.00 0`29 ^5720 M83 7137 232.34 26.4V 0.0v 0.38 4,5/29 38319 74V1 3312.3J 26.50 100 0.37 4570 28453 r267 332.C2 26.60 100 0.36 45720 3O5O5 7l35 332.Jl 26.70 0.00 k36 45720 287|5 745 332AJ 26.80 O.OV V.35 45720 38D43 697 K2.30 26.90 0.00 0.35 45729 3y369 4751 322.29 27.0V V.0o 0.34 45720 39092 6S28 332.28 27.10 o.0V V.34 4572v 39214 65»S 332.28 27.20 V.0V 0.33 45/10 39334 6386 3J2.27 27.3V 0.00 0.32 *5720 ?9452 6A8 222.2E 27.4V 100 0.32 45720 39567 6l53 312.26 27.50 0.00 0.31 45720 39682 6o39 332.25 27.60 moo 0.31 4574 39794 5326 332.25 27.70 0.0V 0.30 45720 39904 A6 332.24 27.80 109 Mu 4572V 4CSn 5707 232.23 27.90 0.00 0.29 45729 ^M! A0» 222.23 28.V0 0.M 0.29 4572: 40225 51a 332.22 20.10 M0 0.22 45720 �0329 322.22 28.20 0.00 PAP 15721 40430 5290 332.21 28.3V 0.0112 o.20 *5720 1 M31 5189 42.21 28.40 0.00 0.2/ 4572v 40629 5091 332.20 28.50 0.0O 1.27 45720 40726 4934 332.19 28.60 10p 0.26 *5/2o 4VB22 *Ov8 J32A9 28.7O V.0o 0.26 45720 1094 :w4 3?2.18 28.80 0.00 1.20 45720 41003 412 3V.0 2B.90 0.00 �!.25 ^5720 103 ^E1 3J2.17 -�9.V0 ^.O0 V."�" 457�v -.,,103 4571 332..7 2110 C.0V 0.24 d5720 41277 :4^2 M.\6 29.20 0.00 0.24 *5729 4!M3 4357 M.16 29.30 100 0.23 45720 414n 1271 232.15 29.40 O.V0 0.23 45M 41332 400 332.15 29.5V 100 o.23 u5720 ^1g5 41V5 S32.15 29.6V 101 0.22 4500 41696 1124 332.14 29.70 o.00 0.22 45720 1177[ 3944 222.14 29.8* 0.90 0.22 45720 41855 105 332.12 29.90 100 0.21 45720 4132 3722 322.ly 30.00 0.09 0.21 45726 42TVY 2711 31112 30.10 0.00 0.21 15720 42V83 207 332.12 3120 0.0V 010 4579 42157 3563 332.12 313* too 0.29 11720 4 0 ]^?0 ?J2.I 30.40 0.0^ 1.20 15721 4231! 219 3J2.ii 3V.50 v.O� o.B 4572O 42371 3J*? ?J2.lS 30.60 100 0.11 ^5o 124-11 3279 ??2.�� 30.70 0.0C 0.19 4572o "25o3 741 33AY 30.9* 0.M 0.N 457/" i25/5 2145 n 2A" job uoFten 94'75J D,te 23'95 Dssign By/ JJP Locatim 5200 N|N0SON ChNed by: Desoiptioo| LAM�iC� ES7A7E� -- ------------------------------------- ____________________ Yulvmp Volume Storaye Tims Inflow Outflow V Out Yolume Elcv. (hrs) (c+3) .cfs) (c|) (cf) `,e (*.) ~ _-_-___-__--_-_-______-_-_--_-_--____ 3190 100 0.19 457M A41 2179 33201 JL(m 100 :.0 45720 4270 2114 332.^0 31.10 0.Cw 0.12 Ar20 42779 M %]2.vO 31.29 0.00 v�' / 040 "n3J 257 2U&I 3130 109 0.17 45720 +2894 2S26 332.07 3L:o In 0.1/ A72v 42M5 176, VA:7 31.50 10x 0.16 45720 UV/5 AT 732.01 31.6o 0.Vo V.|^ 1572; 430/.1 2 232.06 i,}6 45729 021 2599 332.V6 31.86 too 0.16 4572v 43129 2532 332.06 31.90 100 0.15 45720 M44 2^76 332.O5 32.00 100 0.15 45/29 43299 2R1 332.05 32.10 0.V0 v.15 45720 4J254 2366 332.V5 32.20 0.00 MIT 45720 43497 2313 J32.95 32.30 0.A? 0.14 d5729 430? 2260 332.04 32.40 0.0Q 0.14 45720 43511 22vI 33hN 32.50 0.09 9.1 45721 4732 2158 332.V4 J2.60 0.00 0.14 45/20 42612 298 %D.V2 32.70 V.00 0.14 45720 42661 2W 332.03 32.30 0.Ow 0111 45720 42710 2O1Q 2A.03 W3 0.00 O.12 45729 4%757 AT 3?2.03 33.09 V.Vo 0.13 45720 43D04 191F 3J212 71.10 0.0V 0-12 45720 43O50 070 232.02 33.20 O.M 0,11 4579 438Y6 !924 J32.02 33.20 100 C.12 *5/29 41940 1780 332.02 33.40 0.Co 0.11 4572o 43931 1735 332.V| 2150 0.00 0.12 45720 *^O20 102 332.Q1 33.60 G.9v 9.10 4572V 4071 165 332.N 3170 409 0.12 4572V 44|12 16V8 332.01 3181 131 0.11 4572v 4453 1567 332.o, 33.91 Not ^.1! *5/20 44194 146 U2X-, J4.00 V.oV ».1| 4572V 4*23u 1"s 222.Vv 24.10 0.�1 V.l1 45720 44 273 !u�7 331.9� 34.20 100 9.10 45/01 4421! N^� 33LY3 2*.30 %r1 0.10 41720 44348 1272 31.98 34.40 0.0V V.|Y 4570 4594 DZ6 33�.98 34.5V 1xv 9.10 45720 44419 13V1 331.97 34.60 0.C$ 9.99 45720 4053 1267 331,97 34.70 0.01 0.09 *5/0 V496 1234 231.97 34.80 V.^V 0.0? 4572n 44519 I20l J3\.96 34,99 101 0.09 45720 4155V 1>70 331.96 35.00 0.05 0.00 4572V 44581 1139 131.95 35.V! 0. V,uX 45720, 44611 l|V? 32 1.95 J5.20 0.01 o108 4572o 44640 1180 331.95 35.30 0.0) 0.08 4572C 14668 N52 331.94 35.40 0.00 0.08 4572v d IS 1024 321.94 25.50 tAV 9.07 45720 44723 3J1.93 35.6V 0.00 9.97 45720 447P 371 231.93 35.70 M0 V.o7 45720 0775 945 33123 35.80 V.V^ 0.17 0720 14799 121 121.92 I ci b Vumhrr, 9*'7F 3 Date; 15'12'95 New ny/ JJP Location' sum NiNVSOR Unni*d by: Des (N9PEMCE EgAl�� --- o-------------------------------------' Yolue ;n It'MIT Storage Time inflow 0otfb" in out Yoluao [}ev. (h,$) (c+s) ',/e (c0 'cf) �d) 'ft.) � _-___-____-_-_-_-_-_-_---___--_--_--_- J5.90 0.00 0.07 070 AN 36.00 0.09 AM 44847 873 31.92 36.1O V.40 0.V6 45720 4487V 850 J31.9i 36.20 100 45720 44992 r8 331.91. 36.30 0.V0 0.06 45720 4414 89S 331.9\ 3140 in, 0.07 15729 4493 79F 331.91 36.50 109 0.06 *5720 44956 76d, J31.011 36.60 0.0o VX6 45720 44976 744 31.90 36./0 0.00 005 45720 u4995 725 J21.90 36.80 0.00 9.05 45/2o M5 7O5 33|.O9 36.9V 100 005 45720 45o23 617 331.81-� 37.oV 0.0V 0.05 4572; 4551 669 331.89 37.10 0.V0 9.05 0720 4506O A 331.89 37.20 o.00 UK 45/29 45986 634 23\.89 37.30 o.0o V.05 45729 -1 t}�!2 61R 33l.88 37.40 100 0.01 45710 1119 6M 33|.88 2/.50 0.*0 o.O4 45720 4510 586 33l.88 37.60 100 0.94 4572o i515o 570 331.88 37.70 V.0V 0.04 45/20 A5|65 555 33l.87 37.DV 0.0V 0.04 4020 45179 541 331.87 %7.90 V.00 0.04 45720 45194 526 331.87 38.00 0.00 0.04 4571O 45207 5l3 33}.G7 39.10 0.00 0.04 «5720 =5221 499 321.07 28.20 V.0V 0.04 45721 452N 486 331.87 3B.3V :.00 0.03 45/20 u5247 473 231.86 38.40 0.00 C.03 45729 45259 4f1 331.86 3150 V.O0 0.03 45720 452M 449 231.96 38.60 V.0V 0.0J 45720 45283 437 331.86 38.70 0.0V 0.03 45720 15294 426 231.86 38.90 0.00 0.03 45729 453o6 4l4 331.86 M.90 0.00 1.03 4572V 4527 *03 33l.85 J9.V01 V.O, 0.93 4572; 45327 393 331.05 39.10 190 0.93 45722 AJ37 383 331.31 39.20 0.09 0,13 45729 45348 372 33!.85 39.30 0.o9 IN 472, 4�*?57 363 31.2' 39.40 9.00 103 452o A367 353 331.95 39.50 101 v.,; 11171 537 30 331.85 39.60 3.99 0.02 43720 45385 3%5 331.8-1 39.70 0.oV U.,2 4572C 1394 326 JJ1All 39.80 C.0: Q.02 Q5/20 45402 218 33l.21 39.90 V.10 0.02 45720 43411 309 ?31.?! 4V.0V V.()V V.02 4572v 4509 30i 3Z1.84 40.10 o.�v 45r^ +5*27 H3 01.C-4 10.20 0.90 0.02 45720 45435 2B5 331.84 40.20 0.01 0.1 1 45720 Edo 278 K;.G� 4140 100 0.02 45720 45449 271 331.84 40.50 0.00 0.02 45720 RA6 264 32.G1 4160 0.00 9.02 4500 45463 257 331.83 4170 100 0.02 Q729 u5un! 250 33103 4180 kYV 0.01 4720 45477 241 231.33 Job Number; 94'7�? D�te. Vu'28'95 DpsiJn Py: OP Locabon, SOUTH WIN95H CheKed by/__ Desuiptino: L&NREM BTATB -----------—-------------- —'--------------------- Yolume Yn\ome ��orage Time Inflow Outflow in out volone 8ev. (hrs) (Cie) (ds) (c ) (ct (rf! (ft.) e -------------------------___—________ 40.9O 0.00 1.12 0720, 454B3 �'37 33�.O3 **e* MAxlMUI NUMBER O[ OUTPUTS EXCEEDED **e* Jnb Nvmbe,/ 94-753 Uate� V^�V'9� Desjgn JJP Location: SOUTH NlNUSOR Chsc��� Description: i4NRENC ���4TES ______________________________________ pASl ° ANAiYSlS S U M M A R Y OF U r E V A T =======^====^===^~==^=^^^=^==^^=^~^=^^==^===== Maximum lof}ov; 4.v cfs at H. Maximum Outflow: 1.0 cfs at 15.98 Maximum Sto�aye� 24S23 cohic feet at [leva�ion J33.28 �s�t. Detention time; 3 hnurs. *e** MA%lM Ll JI NU OF 0UTPUTS EXCF[DE0 *e** Stop at 41.0V {nput Dab FU C HYDH0\9 A SiIN\OAr\94753.dat Ootput Devicp: C;\HYPCD\BAS}N\TyT\75310.txt 0xtpu� in�ervoi� V.N iteration mntm} intenal: M 1:r: Nir.;bgr. q4-75? n,t-• j,:i-'_g-,"; P'-i^n Yy: jJP li1Ca}ion: COUN WIC`DY11E ripAd by: WWiU<'I: tf,Wi:ENU r,lAT_., 90., 25 yeas ------------------------------- TIME A t 1 D ! N'FL 01.1 11ATA Tipp ctut s pt 11,00 'ps" t1:-.-. AUEM"t 0,No WF, HYDPOGRAPH P91IT_ - i !u, 10 10 l.(1 l.t? i:tr .,{.' I i.r� i,t1 , - t..1 _ 0 t a i I n 15 13 •J - 7T 11 1A I " r.i! IA IA 1a I" 1A 1,f! I.f ON .1 i. I.Q I i.i) I.0 i.tl 1A i.+1 1.!1 9M L 0 19 19 P ^ 1 o V 8 it 7 t 5 f1 c t, 1001 15 14 14 13 13 12 T2 12 (1 1 Q 1 i,t . r j1 r 3N 11 0 l' 0 0 r• r .. .. !�_i'1 (I,. [`.. .. 'i,f! 1 r; n,n 10 0 CI 14M 10 10 10 10 .n 1n tifl N0 1(1 15M 10 10 10 jo 10 10 40 19 nil 10 16N 10 10 1 u 1 a r', r n c 19 ji 0 10 17ri, Q,,i f),ti 10 10 1 u ri,`% i 0i (i.'! 10 00 tl 0 no 1 1l 2001 10 t 0 10 1 f1 10 10 (t q 10 10 ,i i1 ny 1,i1 to to to to wo 1u to 1-.0 2301 to 10 ii 0 1 c v 0 iI ii Q.9 fir''` r!j ;? 1T) 2w; to to to 10 nc YO 19 to No 2M! to t),o tiff f fr i1 - -., .!, '1 ft it !j r+ it r1 j5 7 11 Job N"rher- 94'75? Dpto 04'2R'c0 �'prjg" 8y/ JJP Location. Su0TH NIN8S0R r049d by|__ 8esc/iptinm LAWREM [S7AT[S Ckrr'25 yens ------------------------------------------------- - _- -------- w p O |' T Yo|:e Vo|uwp Stvra�e Time Inflow Outflow in Uut YnIvmc Elev. 07` (cfs) (AS` AN (ft.) - -' -___--_-__' 11.V0 0.VV V.N V o 0 331.8^ |].l0 O.Ct x," : 331.�� 11.20 0.00 0.00 V o 0 331.]V 11.30 0.00 0.00 V 0 V 33l.n» |1.*V V.Cm 9.00 o o 1 331.80 I 50 0.o0 0.oV ^ v 33l.20 11.60 O.VV 0.00 o V O 331.PO 11.70 O.V0 0.00 o V V 331.B0 11.80 YOU V.00 v 0 V 30AO 1100 V.0V UK V o 0 33|.8O Coo 0.V0 o.VV 0 V V 3JL0) 12.10 0.09 0.0O Y o v 32l.RO 12.20 1.00 0.01 182 2 l[N 33132 12.30 1.V0 104 5:2 U 531 33L87 12.*0 1.00 0.96 902 30 87 331.92 12.59 1.00 0.09 1262 57 1294 33106 12.60 1.00 0.11 1622 94 1523 332.00 12.70 2.00 V./J 2164 138 2026 322.03 12.8V 2.00 0.16 233u 191 2592 332.97 12.99 2.50 0.20 5"5 -A39 332.11 13.V0 3.00 0.24 405 3N 4351 332.\6 13.10 3.50 0.29 5856 429 542? 232.22 1 .20 4.0V 0.34 757 542 655 332.29 13.30 4.50 0.40 877D 676 8062 332.26 13.40 5.VV 0.17 1-.)149 814 9645 3J?.i5 D.50 5.59 VA 12J«Y 1019 1132! 332.55 13.60 Wo 0.63 140 In 13i9 33165 13.70 C.9ff 9.72 1�571 1i76 1 332.75 13.90 6.C* 0.81 0731 1751 1S980 E216 13.90 5.50 V.28 208Y0 M54 1044 332.96 14.00 5.00 194 2HQ9 2H5 20301 333.V4 1k19 4.67 0.97 2u42Y 2729 279^ 233.12 14.20 4.33 1.00 26NI9 3032 22966 3J?.H! 1130 u.VO 1.02 2 2 33].25 }4.40 4.Vo |.v^ 2918/ 397 25170 223A 14.50 4.00 1.07 30127 098 26229 3%3.37 1 .60 4.VV 1.03 31007 45217 272?v 221.43 14.70 3.75 1.Il 3Z262 4304 2C27O 3%3.1" 14.80 3.50 1.13 34555 5393 2938 3JJ.5J 14.90 3.25 W5 3501 500O 299R} 323.58 15.0O 3.21 1.17 30V5 620 5688 J23.62 15.10 2.80 1119 379«9 8*0 330? 333.65 15.20 2.60 1.19 %V21 706C ?VY 331S? 15.30 2.40 1.20 3382 7499 32�,21 233.71 15.40 2.20 1.21 ^��8 11374 *3271t 33171 11.50 7.10 1.22 41494 8N2 K0%1 33l75 15.60 2.M 1.23 42124 9912 333l\ N1.76 15.70 2.00 1123 ^2944 3:57 Z7583 233.78 15.2Y 2.00 i.24 4564 3699 33R6T 333.79 Jrh "Wen 94'153 AN: o4-�v-95 N,sign 8y' /lP iocat1oo: SOUTH 108S0R C[erom by;__ De;criVtiom iANR M EC7Q: ----------------------------------------------- --- _________ 'c|v7,s Vnl:mc- 7*1o,pge Time [nUov Outflow in out yolone Elev. (hrs) ufs) ufs) (d) (c+) (cf) (ft.) p -------------------------------------------- ---_____________ 15.90 2.O» 1.24 q2P^ W M28 323.81 16.00 2.00 |.25 45^o4 N595 3w09 N3A-, 16.10 2.00 1.26 *5724 11946 3467D 323.24 16.20 2.00 1.26 4011 11499 P915 J3J.85 16.30 2.00 1.27 47164 11954 3529 331R 16.40 2.VC 1.27 47984 12412 35*72 333.88 16.50 2.00 1.28 48604 128o 35732 333.90 16.60 1.80 1.29 49297 13333 35955 333.91 16.70 1.60 1.29 49899 13796 2603 233.92 16.80 1.40 1.23 5039 14260 36179 333.92 16.90 1.20 1.29 509, 14KI H\P2 3?J.?2 17.00 1.00 1.2? 5130 15198 361l4 n 192 17.10 1.00 1.29 PUT 055! 201 33I91 17.20 1.99 1.29 52922 116113 35?913 332.3( 17.30 1.:0 1.2B 523n2 N575 5801 323.90 17.49 1.15 1.28 f?742 17035 357V6 332.?0 17.50 1.00 1.2? 5792 1744 35606 33J.89 17.60 1.00 1.27 51452 1/955 3559r 3r.99 17.70 1.00 1.27 5%82 B 35409 231BH D.8V l.0V 1.27 s:p2 >89/^ 35311 ?JJ.87 17.90 1.00 K27 5042 19327 25215 ?23.87 18.00 |.OV i.27 54902 197B3 3119 333.86 1D.1V INC 1.2S 55262 2O233 3242 33186 18.20 1.Co 1.26 55622' 2YS93 3,4929 33t05 0.30 LV0 1.26 QW2 211v 507 333.05 18.40 1.0* 1.26 5042 N6C* 5742 2JJ.84 0.50 1.ly 1.26 56702 22 052 3467(� 333.R« 0.61 1.00 1.24 57062 22504 34559 333.9J 18.70 1.00 1.25 5422 2204 241C7 233.83 0.89 1.00 !.25 57782 22!!)5 J�J77 0.90 |.0O 1.0 58A2 23Dy NT98 333.B2 19.00 1.00 1.25 59502 N303 24199 333.81 l9.N 1.00 1.24 58862 247',1 3�111 333.81 19.20 1.19 1.74 OWN 25198 34024 n3.90 19.30 1.00 121 595B2 2"C^14 37937 332.RV 19.40 1.90 1.24 59942 26,90 33952 333.79 19.50 1.00 1.21 6C302 26535 l2766 333.79 0.60 1.C* 1.23 60662 26980 33682 333.0 19.70 1.00 l.23 b1?22 27124 33598 332.78 19.80 1.00 1.23 61J82 27867 J3515 333.78 19.90 1.00 1.23 61742 2R?O9 33432 333.77 2100 1.VV 1.23 62102 28751 3335o 333,77 20.10 0.95 1.22 62453 29193 33260 333.76 20.20 0.90 1.22 62/35 29633 1753 333.76 20.30 W 1.22 8!01 3o72 J2S2B 33%./5 21u3 0.8V 1.22 63317 30511 3288/ 333.74 20.50 0.75 1.21 Q7S 0248 2272R 333.73 20.60 0.70 421 62917 31304 3255J 333.72 20.70 0.65 1.20 6400 31Ri8 32JF' 333.71 20.90 V.6« 1.20 64 41V5 J225| 32154 JJ3.7V J^h Nophp, 94-753 8esigr 8y; JJP Location: SOUTH W{NUQN CheckA by: Dnsr,iption: |kWKENCE !NmTH -------------- --------------------------------------------- _________ �o|v'e »,\yne 'z:*t,raf]o Time Inflow Uutflo» !, Dot WA"I Elev. NO (ds) (cfs) (cf) uD (cf) (ft.| p ---------------------___-____-_-_____ 2V.90 0.55 L21 6u612 3242 71920 372.69 0.90 0.59 1.1J 64801 33\U 1M 2316' 21.N 145 1.19 64972 33539 7133 333.66 21.20 0.40 1.1? 65129 MA 3U61 33164 21.30 0.25 LD 6510 MW M73 23162 21.*0 0.30 1.1s 65377 J49o7 30519 33161 21.50 0.25 l.|6 65475 7225 7025 322.59 21.69 C.20 1.15 65556 35641 23915 32308 21.70 0.15 1.14 6509 3rNV 29566 3?J.56 2\.80 110 }.)3 65664 36463 29�^! 333.54 21.91 115 1.13 6501 AM M21 323.52 22.0V V.Vo !.!? 65/1C J72m 29 C6 333.49 22.10 0.09 |.|l 65700 2765 28Vn 33%.Z7 -2.20 V.VV i.iv S570x 38Y72 8 33%.�5 22.20 �00 1.09 6590 5847 27213 J%J.0 22.40 0.00 1.18 65709 38858 M2 2314� 22.50 190 1.97 B550 3324 26u" 333.3B 22.60 O.OV 1.0/ 677oV 39631 2�Y 33J.%6 22.70 v.00 10C E5701 40012 25007 333.34 22.80 0.00 }."s 6570o 409! 2519 332.32 22.90 9.00 hol Woo 40767 21933 273.130 23.00 V.oV 1.03 6570r 4}|s 245S« 33128 23.10 0.00 1.12 CI7O0 05N 2u190 273.26 23.29 too 1.V2 65790 u1O77 23823 333.2-1 22.30 0.00 1.91 65V» 23459 333.22 23.4o o.Vx Lou 6570x 42692 23098 3312o 23.50 100 8.99 Wvo 42960 22740 33J.l8 23.69 O.Vg 0118 6570V 43J|6 J33.|6 23.70 0.�!0 FIX 0709 ^ 2 J2 lo3.�� 23.80 V.VV TV 65700 4404 21I92 333.11 23.90 0.VV V.M 65700 44M 21325 333.10 24.V0 o.0V 0.95 55700 44709 20991 333.03 24.1V V.V0 V.N /'5'0V 45051 20649 333.V6 24.20 100 0.94 65700 45390 20310 333.04 24.30 0.00 0.93 65700 45726 1997-1 323.02 24.40 0.00 0.92 65700 46059 19641 333.0! 24.50 V.VV 9.91 b 5710 46389 19311 3:2.Y9 24.6O 0.00 0.90 65700 46714 18986 332.97 24.70 100 0.00 11709 AR34 1CS6G 222.0 24.PA 0.90 0.87 S5709 4734? 19M 332.1: 2190 4.00 V.Y5 OrYo 029 1?V4l 332.92 25.00 0.VV 0.84 6570V 47963 17737 332.0V 25.10 V.00 0.83 \5/0o 410 1037 332.B8 25.20 VdO 0.81 65709 48558 17142 332.87 25.20 100 0.40 11700 48849 1052 332.9� 25.40 1Oo V79 65701 4131 l6m6 33191 25.50 0.OV 9.77 070 494115 1 95 332.82 25.60 000 0.76 657ov ^9692 16»M8 33201 25.70 0.00 0.75 657VV 49964 "7?6 332.79 25.80 0.09 0.74 65794 502:0 15*"Y 3J2.7/ job Nopher; 94'7V3 Datp; 04'200 k*siSn By: JJ" Location: SOUTH NlN�-01R Ack h,:__ pesriptiVn! iAWP[MPE WATB ------------------- ------------------ «cl"rc vnbme Str'p§e Tiwp Inflow Outflow In 0vt Yoluny Elev. (hs) (cP> (cis) (cf/ ,c+' /cf) (*.` e ----------------------------___'-_'_-__-_---'_--_--__ 2190 0.00 0.73 657(10 ��5 15�5 332.76 v./l 65700 5O754 ii~46 33175 26.1(1 0.9P V.70 65790 51009 14691 332.77' 26.2V V.o0 159 6579 TQV 14440 72.72 26.30 0.00 0.68 A5/01 51507 14l93 33L70 26.40 0.00 0.67 65700 5i50 13350 332.69 26.50 0.00 0.66 657VV 51983 0711 332.68 26.60 O.V« 0.65 6570o F2225 1475 3J2.66 26.70 o.:0 0.0 070, 52*56 12244 332.65 26.8V V.0V 9.63 65700 W4 13N6 332.64 26.90 0.00 1.62 6570o 52908 12792 332.63 27.00 100 0.61 65700 5128 12572 332.61 27.10 YOU 0.60 657V; 53345 !2355 322.69 27.20 V.OV 0.59 65700 53559 |211\ 332.59 27.3V kVV 0.58 557O0 53769 11931 132.5O 27.40 O.00 Q.57 65700 33976 |1724 332.57 27.50 0.00 0.56 SYNC 54179 i!521 332.56 27.6V V.O0 0.55 65700 54379 1!221 3J2.55 27.70 V.V0 0.54 Wu 54576 1l124 332.53 27.D0 O.O@ 0.53 55700 5475 N3M 332.52 27.90 100 0.53 65700 5496) 10739 332.51 28.V0 0.00 9.12 65709 55143 10552 332.50 2O.10 0.00 0.51 05701 K331 !9747 332.4Y 28.2O 0.00 0.39 6550 55515 1005 33148 28.30 0.M 0.47 B70 WBZ W 'r 232.47 28.40 0.0o 0.48 65700 55369 1231 332.46 28.5V V.Vp V.4P 0700 560u2 9658 %32A! 2B.60 109 U.47 5570V 56213 34B7 332.44 28.70 V.00 0.46 11709 562Oy 9320 n2.43 28.80 0.09 0.15 E5701 56545 9!55 3-312.42 2V.99 0.00 0.45 65700 56707 B993 3?2.42 29.00 0.0V 1.44 65700 5H67 880 332.41 29.1O 100 0.43 6570 5704 8676 332.40 29.20 0,90 0.43 6310 51/8 8522 332.39 23.20 V.to 0.12 657C0 57330 O77^ 322.79 29.41 9.00 041 6,74Y 5700 P220 332.37 29.50 TVo 0.41 E570^ 57627 X^7J 322.77 29.6V 0.00 0.43 657�� 57r72 7928 332.36 29.70 0.01 0.39 J00 572|5 775 3%2.25 29.90 V.PQ P.39 657o 58V55 7% 232.34 29.30 V.00 V.38 657r: 581?3 7507 3313? 30.00 100 0.37 6549 5O3n 727l 3JE33 3110 too 0.37 657:0 5OM2 721P 322.122 3120 0.00 0.36 65700 53531 7106 332.31 30.30 0.02 0.26 65799 58723 Q77 K2.21) 30.40 0.00 0.35 65/00 5885! 6950 332.30 3150 O.O1 0.33 6 332.29 3160 V.00 9.34 657m 59V99 6601 332.28 20.70 0.00 0.33 Q-7»V 59220 �480 332.28 3100 109 0.3J 6559 5934V 636x 332.27 Jcb Nombnn 94'753 077iyn yy, JJP Location; SOUTH N0DSOA MAY by: Yesrri;hnm NWVI$U FYTATF--- -- _____________ _______________________ «n|vwE oo|ume Storage Time Inflow [htf|ov In Out Yobz* Elev. (h'p` (cfs) (cfs) ''f) 'c# 'cf) /+t) � ---------------------------- --_-_---_____-----___- 19.9V 0.M 0.32 (5700 59457 6243 34.26 31.*0 O.«o 0.22 65700 59572 6120 332.26 3L10 0.00 0.31 65700 M6 6314 332.25 31,20 0.00 0.31 S5700 59799 5902 332.24 3110 V.0V O.J0 65700 59YB 5792 772.24 3l.4V 100 0.30 65700 5684 332.2J J\.50 V.00 0.29 65700 6N23 5577 332M 31.60 V.VV 0.29 6STV 54M 132.22 31.7 0.00 r.28 t5700 R31 W 332.22 31.80 V.00 6.28 6579r 6C*32 52A 71121 31.90 0.0O 0.28 65700 60532 510 332.20 22.V0 0.0V 0.27 5530 60631 5O69 332.20 22.10 0.00 0.27 65M0 6027 073 32.19 22.20 199 0.2E 6550 6V822 4878 332.l9 32.30 0.00 V.26 157Wj 60016 47?4 332.18 32.40 0.00 0.25 65700 @yv8 46Y2 3J2.0 32.5V 100 9.25 65700 61099 4601 332.17 32.60 1O0 0.25 657VY U188 4512 232.17 22.70 ;.O0 v.2� 65�o �1276 4^24 332.16 32.30 0.Vw 0.24 65700 61352 4318 332.16 32.90 0.00 0.23 65M0 61447 4253 232.15 33.00 O.00 0.23 65m9 61531 *16? 332.15 23.10 0.0V 0.23 6570f! QCI2 1097 332.14 J2.20 T00 0.22 6570v 6i6Y4 406 J32.|4 33.20 M0 0.22 65700 +1774 3926 332.|^ 33.40 0.0V 0.22 0700 6052 3948 J?2.13 33.59 0.0p 0.21 657Vn 61929 377| 332A3 3160 nO0 0.21 A570V 62C95 3S95 71.12 2170 0.0V 0.21 h57o0 6208� 262� 332.12 33.30 n00 6510 62153 210 J22.l1 3%.�o V.v� o.�^ 657:o 6222� 34r5 3%2A! 34.VV C.oV v.?v 657V, 62297 353 3J2.11 24.10 0.10 V.19 65/0o 62367 3733 332.10 34.20 O.VV 0.19 oro: 62425 J2��, 332.1V 34.J0 N00 x.1? 6570) lc,���? 31-9/ �%2.09 34.V1 V.VV T11 657xv 625/0 A1^ 33111 3150 100 0.18 AMC M- 3065 02.09 34.6V 100 7.18 657Vo 627oO 3000 332.V8 %4.7O O.0V o.18 AND M4 2936 332.0D 3,00 0.Vy 0.17 65700 62826 287^ 3J2.V8 34.90 0.VO 0.17 55709 628BR 2112 n2.07 S5.VV V.oV 0.17 6570o 62948 2752 332.97 35.10 V.0V 1.,.16 65700 6%0VU W 232.07 35.20 V.V: 0.16 65700 63956 2631 332.Q6 35.30 NOV 0.16 6571P 63\2^ 257�. 332.06 35.0 V.VV 0.16 65700 6J191 259 332.V6 J5.50 0.O0 0.15 60/00 6K36 2464 332.V5 35.60 0.00 0.15 65709 62291 209 MA 35.70 O.00 M5 657V0 M45 237 332.0 35.80 0.90 0.15 S5/Y9 6]JY9 239! 332.05 1c-7i�n Ry/ JJP Loc"t�on/ SOUTH W[nT'H19 Dysc,iyhon !AWMA SRATP ------------------------------------- Yvl,=z Volumc Ting loflvv 0utfbv in 0ot Ymxsq Elev. (h,$) /c+s) Ms) (c8 (ff.' 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(hrs) (cis) (71,1 ',+` (cf` . -------------------------------------- -------------------'—_--__—_ 40.90 V.00 o.05 0/00 VV86 6}4 ?A old ***e MAX[yUn NUMBER OF UUTPUG E<CEED[0 **+** Jub Mumben 9f'752 Date/ :u'2O'95 Oei�n Dy� JJr Lncahnn buNTH WM0S08 Che��e� byL_ Dpc�r,iptirn: LANy %CE ---------------------------------------------------' BASlU A : : | Y IT 0 P E R A 7 < U : Maximvill [nflnv/ 6.o cf» ��xinvm fit!tflow: ma,inum S�orago' J6l90 �vhjc /eet �t E�e�a�ion ��.92 �ec�. 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N0�0K Description` LAWRENCLI FS|AT[S ---------------------------------------- -------- Vnlurc Yolvmp Stn,ay* Time lnOm 0utf}o' In Out vr|rig Els". 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(hrs) (cfs) (cfs) /cf) (cf) (rf� (ft.) � -____----------------------------- O.00 0.70 ?1614 25 VM? 332.7- 31.00 9.O0 1.69 94644 7/ 1420 332.7l 2|.10 0.Ve 0.67 94644 8018 1021 322.70 31.20 O.9Q 0.66 94644 8*B59 13786 JM68 W30 0.V0 M5 QV44 N095 !T49 332.67 31.40 O.0o 0.64 94644 1327 13217 332.S6 31.50 O.0V V.67 ?4644 P��56 (Z��9 332.6^ 31.60 0.00 0.62 94644 317]1 12R63 J22.63 31.7V V.VV V.61 46*4 P2003 126*1 332.62 31.8V 100 0.0 94644 92221 12423 J%2.61 31.90 0.V0 0.59 ou644 82436 1220O 332.59 32.00 V.() f.".5D 94644 02647 119Y7 JJ2.59 32.10 0.V0 V.57 '�*6*4 92855 11799 332.57 J2.20 0.0V 0.56 94644 83059 1}585 3J2.56 32.30 0.00 0.55 94644 9326V 18O4 332.55 32.40 Q.00 055 9*64* 8J459 !1>O6 332.54 32.50 100 0.54 94E44 8365? 10931 MY 32.6V C.VV n.53 94644 83B45 !1799 332.52 32.70 0.o0 V.52 94644 O4033 10611 %32.5l 32.30 1s; 9.51 14644 8019 4425 332.50 32.90 100 0.50 9044 84492 10242 332.49 J3.V0 0.00 0.50 94644 81581 !0063 332.48 33.1V 0.00 0.49 94644 84/58 WE 332.47 2120 o.00 9.48 94644 949J2 9712 M46 33.20 100 0.47 94644 85113 ?Y1 332.45 33.40 0.00 9.*6 94644 85271 9J71 332.44 32.50 0.VV o."s 94644 W7 9207 332.42 33.60 100 9.0 946*4 85E«1 9114 332.42 3170 �M 0.*4 91644 8501 083 332.41 33.R: v.Vo o.4J 94644 85918 :726 332.40 33.90 0.O0 0.43 9404 k6V7A 8579 332.33 34.00 o.00 :As 9044 86217 34l7 332.38 34.10 0.00 V.«! ANY E63/7 117 2220'. J4.2o n.Vv :.*l *1644 8655 013 33237 X30 0.V0 140 9404 86671 r97_' 332.36 34.40 190 0.33 9464^ 868p To 322.35 34.50 «.C@ 0.3? 9«6ao 86955 76;9 M-34 34.61 V.«m 0.38 9451-1 87V94 `55» %!2.34 34.70 0.00 0.38 9444 8723 7414 RW.JJ :4.8V 0.0V 0.37 94644 8720 7280 332.31 34.9O V.V0 0.26 A644 R7496 71*8 332.31 35.VC 9.Vo C.36 946II 8/62E 700 332.31 35.10 v.VV o.25 92514 87754 MI 72-]0 35.21 0.00 MA 94SP 87889 9764 212.29 35.30 0.09 0.24 9/siu 49034 6040 322.29 35.40 0.00 0.34 94644 8N26 650 0312' 35.50 0.00 133 9044 OR246 8Y9 322.27 35.E 0.00 0.33 ?404 S3JY 6280 332.27 35.70 0.VO K22 ^4641 RPQ 1 |64 23I26 3120 V.M 1J1 N64^ 03591 609 232.25 Jrb evrhen 107573 Dote/ VoO9 K Wip ny/ Dp Locatinn: 50TH @/Nq%» Ckecke8 hm'__ Oescriptino/ i4HPPT� P�l4T�C _____________________________________ YnIore «o}vwe Sto,ac F Time Inflow Dotflo: in out volume 8pv. (h,$) (cfs) (cfS` UP ,C+` (c* (+t.) p -----------------------------------------------------___________ J5.90 V.o0 '.?1 9404 8P707 t1?7 332.25 36.00 0.00 0.30 94S44 001/ 5E27 332.24 J6.10 100 o.30 91M 88H6 57P 332.23 36.20 100 0.30 14644 99*32 5611 332.2, 26.30 0.20 P.29 910* 89139 595 332.22 %6.40 0.00 0.29 94644 89242 5402 J32.22 36.50 0.00 128 94644 89344 5200 332.21 36.60 0.00 0.28 94644 89445 5199 322.21 3E.70 0.00 V.27 ?a644 Y9544 5100 332.20 36.80 0.VV v.27 9*644 80641 50VJ 332.8 36.90 V.V0 V.26 9*644 8973E 4908 33219 J7.VV V.VV ^.2S 91644 09331 4813 J]2.0 37.10 ;.t» 0.26 9*644 89923 1721 332.0 37.2V v.VV :.25 74644 90O14 *630 332.17 37.3O 0.00 0.25 M644 90104 4540 332.17 37.4V 0.00 v.24 14644 9o32 4452 332.Q J7.50 0.OV 0.24 9464* "24 uM5 332.16 37.6V V.0V 0.24 94644 9054 420» 332.i5 J7.70 ,.,0 V.23 9404 90148 215 33115 37.8V 0.09 0.21 94644 90531 W3 3%2.{5 27.90 0.0V 9.22 94644 9V6lJ «031 332.l4 38.VV V.VV 9.22 94644 90693 395| 3J2.14 38.10 0.V0 9.22 94644 90771 3073 332.1� 38.20 V.OV 0.21 94644 90819 3795 332.13 38.30 0.00 0.21 94644 90925 3719 332.12 38.4V 0.0V 0.21 94644 910VV 36*4 332.12 38.5V 0.0O 0.20 94644 91074 2570 332.12 38.60 100 0.29 94644 9147 1497 ]32.11 38.7V 0.10 0.20 ?46u4 9120 2426 332.1' 38.80 0.00 V.19 A644 F239 7355 332.10 38.90 �1C 0.19 94644 YOH 2206 332.10 39.00 0.01 CIA 94644 91426 3218 332.10 39.N 0.00 ON 34644 1118 2151 332.V9 33.20 0.V0 IN 94644 91559 3Vp5 3A.09 39.J9 0.04 0.0 94P4 9l624 1120 332.0 39.40 0.oV ».1» 9d644 916 29 2J2.V9 39.5^ V.^' o.}7 Y�644 Y�750 ��894 3?2.OB 39.60 V.Vo k17 94644 90U M 3]2.V7 39.70 V.0A 0.17 49" 91P73 274 JJ2M 39.80 O.VV 0.16 9404 q931 271! 332.07 39.9V V.Vo v.]6 9o"4^ "|992 2652 332.v� 4V.Vo 0.00 9.8 94644 v2:5O M 312.06 40.10 0.00 V.& «e{d4 M0/ 2537 332.K. *V.20 0.00 V.15 ^4641 9]6? 2491 332.V6 4130 TO0 9.15 ^1644 922|8 2426 122.0 40.40 100 0.15 1044 12272 2272 33105 415o V.0O :.15 84644 9326 2319 332A 40.G0 100 0.14 9I644 9378 2A 222.fl4 40.70 YOU 0.14 94644 92430 224 332M 40.3: 0.00 0.14 "844 ANSI 2163 332.04 job Humhpn ?4'753 Data: ;i'28'95 Ozsign !'; JP location: SOUTH, 4/wPS0R 0sked by/ Descdptinni LANFE�E ES7ATES -- -------------------------------------------------------- ---------- v-|�pp Yn]o�p �tn/agp rime {nflow CHI flov h To Yn}ome Bn'. Ors) (A) (ds) (r+) |,+) (ft.) � _---_—_--__--__--___—_____—___—_—_—_' 40.90 0.00 n.14 ?4644 92531 211? 33203 e'e W|U1m NUUB0 OF 0UlpUTV E\CBM n*e jr� w"°�,xr: -94'75'� W7, 0*-29-94 V7ap ky/ JJr LocatW SOUTH N{NDSOR ChgA8 by�_ Desoi�ti:n� i4WKE�C[ �CT�7|� - ------------------------------------------------------___________ C4S � � � NALYSlS O O P [ C A T IT C y nmimom lnflnv 7." cfs ot 13.«" �;,s. Maximum Ootf)ov; 1.5 d �' 7.?6 h;. Ma,imom Shragp` 59« 3 mbo No Pt 8Pation 3J4.S2 +ept yeteohn» tAp 7.3 4m/s. ***"* MAX{NWI WJMtKR u OUrF�,[S EyCFEDED ee* Ptnp at u|.O0 =====^====~===~^=^==========~==========~= Input 0atA rile: C:\HYUR0\GASI;\84T\947 jat y�!pvt Oevicp� C�\��RO\00l�\TYT\75J-50.t�� Uotput Wvab 90, I+eration cootro] interal: 10 Job Number: ad Date: "-_=-35 Do-ion BY: .JJP WAY: SOUTH WINDSOP AM ,--- `levriptiom LAWRENN ESTATE" SWUM ------------------------- ---------------- NA P� P!1ALYF 1 'S T [ a f i A : L' 1 r 1 n W _1 i:. T A Tke Starts at I I No hr&, We li!UE Y 0,MO Hr. P:aseflo.; is TOO cfa. H,'DRIT-PAPH POINT'S ` 1 L 1 - - - - ,- - 10 0.0 - 65 1.3 FN 11 L0 ,,fir IA IA ! 11 I, - ION 1,0 I.-! I,:' 1A i,- I,. 11 i.. 1,1) r I;fir} Il. 12 0.2 V 2 12 11 1'.I . . 15+1r10 1 A Y a .,_I I_ 11,{5 10 !i 0 rj 0 10 M1_!1 10 N0 "0 <-!,0 fr 0 10 l la 0 to rr is ION !„± 10 11.11 f� 1' f','s 10 10 it 0 f; 1' n j1 19N 19 k 0 G,II (',1.! I1,i1 1 U 10 1 A 10 1c IN 1 v 1 0 c 0 1 _x vf1 111 NO ;i it (r n 2291 0.0 110 M 0 ON .0 10 10 10 P,9 K(1 2.39! 10 T 0 VU 0& 10 10 it !} 9 1 U r+ fill 1 0 10 j o IIn 1.1 r. _ � 11 25W 0 .: .. 26Or 10 11,o wU 10 lt,n 10 10 1 11 102MI TO to to to n - !. noto Q,!l TO Jrh momhen 91'753 V°te: 04-29'-s Design 8y/ JJy Location; RINlX Checked by; DeFription: WRFNC� ES7AIQ -- i�____________________________ __________ »nlure no Strmge Time Inflow 0uMlnx in Go Yolone Elev. (hrs) /c+s) ',^=) Q+} (cf) (If) (ft.) e ------------------____-______________ 15.9V 3.00 K54 69245 14l3l 55715 33u.73 16.00 3.00 1.54 /0325 1462! 7GY9 JNr5 16.10 2.80 1.55 71?S9 152S 5026 33C7/ 16.0 2.60 1.54 729A 15802 571313 3��.7� 1600 2.40 1.56 /3840 57478 334.8* 16.44 2.20 1.56 74668 16925 57743 33C81 16.50 2.00 1.57 75424 17488 5793G 334.82 16.60 2.00 1.57 76144 18051 58V92 ?34.82 16.70 2.00 1.57 76864 1865 5838 3J4.03 16.00 2.00 1.57 77534 19181 58403 334.84 16.90 2.00 |.57 WN4 19717 58557 334.91 l7.o0 2.09 !.57 V/24 on 5Y/10 234.85 17.10 1.00 1,58 79707 2»D80 TR827 334.85 17.20 1.0 l.5» :0219 21445 5FR7l 334.05 17.20 1.40 1.58 00859 22915 58843 334.85 17.40 1.20 1.57 8lUG 22582 58744 334.85 17.50 1.00 1.57 71722 22149 58573 334.84 17.60 1.00 1.57 82082 23715 5�N7 334.83 17.70 1.00 1.57 82442 2428: 58162 334.83 17.80 1.00 1.57 92802 24844 57958 3J4.82 17.90 !.00 IN 82162 25407 4755 324.11 0.00 1.Ou 1.56 03522 25969 57553 334.8V 19.10 1.00 1.55 8W 2U30 57352 30.79 0.21 1.00 1.56 04241 27V91 57151 334.79 0.30 1.00 1.55 WSW 27650 56951 334.78 0.40 1.0V 1.55 84962 28219 56753 334.77 0.50 1.55 35322 28767 56555 334.76 0.69 |.Oo !.55 35682 2W 5633 334./5 0.70 1.00 1.54 'Q/� 9880 5C162 334A5 0.80 1.00 1.54 864o2 W6 55966 334.01 18.90 1.Vo 1.54 86762 3029C 55772 33C77, 19.00 1.00 1.54 8702 1544 5578 334.72 19.1^ ).00 1.53 8749:1 321.197 55385 334.71 19.20 I.VV 1.51 8/842 32641 5513 334.71 1130 1.90 1.53 OF202 32200 55002 334.70 19.40 LOU 1.53 R8562 33750 q812 3J4.69 19.50 l.M 1.57 8C17 3593 W2 30.6R 19.60 1AV 1.52 892S2 J4848 Y04 J34.69 19.70 1.CV 1.52 8292 W36 3^246 334.P 19.80 110 1.52 9000 35943 5"51 234.66 19.90 1.01 1�? 112 3S'S9 52373 271.65 2100 1.V0 1.51 9o/22 37V35 53697 334.65 20.10 110 1.51 ?1K2 %75p M5V2 3J4.6: 20.20 1.00 1.51 91412 29123 5203 334.63 2^.30 13« 1.11 91892 30166 53iP6 334.K" 20.40 1.00 1.51 92152 33209 32353 334.62 2150 1.0V l.5^ 92522 39750 5277? 33u-61 216V 1.00 1.50 92S82 021 5259l 3?4.6V 2170 1.VO 1.59 92242 uV8J| 520 334.6V 20.00 1.00 1.50 9360 444 52232 334.5? �Inb Number: 94-75J Da�m 04'28'95 D==jgn Fly: JJP Lootion: STIlH NlAUS0R Descriptinn- ___________________________ ___________ Vobm� vnlone ,:'t�`age Time Inflow Outflow lo out Yo}v= Bev. (hrs) '07) 'c+s) 'n+' (cf/ 10) (ft.) e ------------------'----____--_ -___-__ 20.90 1.00 1.49 93962 4l908 5N54 33C58 21 V0 LVV 1.49 34322 AB76 334.57 21.10 1.00 1.41 946P2 42�K 51M 334.57 21-20 1.00 1.49 95042 Q518 5l523 X.56 21.30 1.00 1.*9 95402 *054 51348 334.55 21 40 LVV 1.48 95762 44583 51174 30.55 21.50 Lm 1.48 9612Z 45|22 1.1 324.54 2\.6V 1.VV 1.49 96182 0655 5V82/ 3#.53 2}.70 |.0c MD 96O42 UP 5555 33052 21.80 1.00 1.48 Mn 46719 50483 334.52 21.90 1.00 1.47 97562 *725Y 5M12 234.51, 22.00 1.0v 1.47 97922 4778V 5010 334.30 22.10 0.97 1.17 93275 My? 49367 134.50 21.20 195 1.47 98622 *8837 497R^ 3114� 22.30 0.92 1.46 99959 493K ^9593 23M8 22.40 V.90 1.46 99236 49892 !9]94 334.47 22.50 V.8/ 1.46 9955 VA? 19|87 33447 22.60 185 1.4b 9991* 50943 48371 334.46 22./0 0.82 135 110215 51467 u87^7 334.45 22.80 0.90 1.45 100506 5P9V 485l6 334.44 22.9O 177 1.45 1«O789 52512 48276 334.42 23.VV V.75 1.45 101062 52034 M29 J34.42 23.10 172 1.44 101327 5355C 47773 234.41 23.20 0.70 1.14 191582 1*072 P511 334.40 2130 167 ).4, Nl82I 54590 4720 334.J9 23.4V 0.65 1.40 102157 5547 46AG 374.39 2150 0.62 1.43 102295 55622 46673 234.27 23.6o V.60 1.43 1v245 5236 162/1 334.35 23.70 0.57 1.42 102725 56E49 4G077 321.11 23.80 155 1.42 10292/ 571Q K`67 04.33 23.90 0.52 1.41 103119 5767V 45449 33412 24.00 0.50 i.4l 133303 5Bl79 A124 V4.3V 24.10 147 1.41 193477 5R686 44732 334.29 24.20 0.45 |.4V 103643 59192 A4451 334.28 24.30 O.42 440 103809 59696 "|V4 334.26 24.40 0.*0 !39 1V39a7 6019? 42749 324.25 24.50 0.37 1.29 104U6 6F0o M6 334.23 24.60 0.35 I.39 M435 QU9 *111 3J4.22 24.70 0.32 1.22 151736 6|6r USH M.2O 24.80 0.30 1.3Y 1o4447 62!94 42 334.1Y 24.90 0.27 1.37 10*550 62698 a R62 324.17 25.00 0.25 1.37 44643 63l3| uNY2 3J^.|6 25.10 0.22 1.26 10472P L3673 41055 334.14 25.20 0.20 1.36 10494 64162 W642 234.12 25.30 0.17 1.35 10407S 64650 40221 S34.11 25.40 0.15 1.25 104228 65135 397j 2 334.V9 25.50 0.12 1.34 19497E 65619 39357 334.07 25.60 O.N 1.34 10590 66101 J895 334.0 25.?: 0.V7 1.33 1.9504( H,50! 38465 334.0 2100 005 1.33 19508 67V59 2M 334.92 }rh Mumben 94'753 VaM o40805 0eQ7 1�1 JJP LO[8tiOS: SOUTH W{N0SO8 Cke[tEd hv:__ Dcsniption: iAkkE�C3 �STAlES ------------------------------------- -----------------------' v"7"pe ;nlvaE Stn`ag* Time lvfluv 0vtfbe in To Adunq Elev. 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VON! 77O^ 2r?64 323.47 2S.29 0.00 L!^ 195Ny 775J 2750 32J.A 28.30 v.(m 1.o9 10 r,011A 7791i 2773 233.42 2140 V.Vo 1.08 N5oN 73302 26792 Ml4O 28.50 100 1,07 1050R4 78689 2095 M.38 28.60 V.VV 1.06 105V84 79O74 M0l0 233.36 28.70 0.00 1.06 105V8 7955 M9 333.34 28.80 0.00 LA 05e84 79833 25251 %33.32 2190 v.00 1.44 105084 80202 2d?75 333.30 29.00 V.oV 1.03 105u84 8V591 24503 33128 29.10 V.Vo 1.02 1050C^ PC?51 241"J 23126 29.20 V.VV LVl 105084 813l7 22767 333.23 29.30 0.00 10 1'IM M68| 2TV3 731�,1 29.40 V.00 Lou 105984 82041 23*43 J33.M 29.50 V.0V 1.29 305084 8M 22H5 33117 2%0 0.C9 0.98 105084 82754 22330 333.16 29.70 V.Vo 0.97 195M D3106 21978 333.14 2 .80 too 0.97 45981 8349 21628 333.12 29.90 9100 0.96 195004 F39«2 217182 333.11 0.00 V.0 f-! r.95 |15!�!Ew NA@6 you 3J3.O8 30.10 100 0.94 105;!-! 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(h,$) ',fs) b+s) v ---------------------_--' --_-_-______ 3190 V.VV 0.85 105084 17994 332.91 31.Cm 0.00 0.84 105924 87314 1 69» 332.90 31.1O V.VV V.V2 105991 87693 1791 332.YR 2L20 ».vv 9.91 195084 VAN W7 3R.87 3130 V.00 0.py W04 U277 \y":T 332.°C 7. 10 0.9; 0.79 195094 88Y? m522 332.9? 3L50 too Q.77 105h`: [@3o &242 332.»2 31.�4 k,x V./S 1:5934 81A3 332.90 J17» o.''V 0.-5 � 893�� �-!2.79 31.80 V.AV 0.74 ,x5VS^ 8156 154° 3]2.77 3l.?? 0.0* 0,72 105051 099l� 1�165 3%2./6 32.N} V.O^ V.71 105011 078 |4906 332.7-I 22.10 o.00 0.7V 10L9:u 90431 14652 332.73 S2.20 0.00 0.69 1V094 VV682 14402 232.72 32.20 0,C0 0.68 105084 90921 14155 332.70 32.40 V.C* 0.67 POW Hp7l 8Y3 222.69 W0 V.VV 00 105Rd 944 267A 3NxB 32.60 V.0o 165 1004 1644 1300 Y2.66 32.70 O.00 0.64 105084 9lV75 13209 332.65 32.00 0.0v 0.63 05V9* 92103 12981 JJ2.64 319* 0.o0 0.62 105M4 9226 2758 33162 3100 V.Oo 0.61 105084 925*6 1251' 322.61 33.N 0.00 V.60 105U* 92763 12221 332.6� 33.20 V.00 IS 10504 92976 12111 322.51 33.3V 0vo ;.5V 105V8u Al" 1i839 332.58 33.40 0X 9.57 105084 9?391 1693 332.57 3150 V.vV V.15 KIN 93594 1N9V 222.55 33.60 100 0.55 105984 93794 112�^ 332.54 33.70 0.V0 0.54 1o5984 93990 11V94 ?32.53 3190 O.00 153 1404 94184 119o» 332.52 33.90 100 0.52 Nbo8u 9437^ WHO J32,51 34.o0 o.V0 0.52 \^5084 948| 0523 232.50 34.1V o.Vv 0.51 Qc94 94745 1-031*� x32.49 34.2v f..'V 0.50 105084 94926 }N58 332.48 34.3V O.0V '.*3 1050N 95195 9979 02,47 34.40 0.00 C.4S 10508� 95280 904 332.46 24.5V ^.Vo 0.18 105991 95,53 96Jl 332.45 34.60 V.0V Q.47 105084 95622 9462 3]2.44 34.70 0.00 0.46 10 8� 79C 923u 332.43 3�.90 U. (1.45 195084 95954 3130 332.42 3u.01 1VQ 0.*5 1959BA 96116 ?968 332.4l 35.00 0.OV �.44 ��-,^84 �W 88V9 42.41 35.11�1 �.00 0.43 1fl5«84 96"�32 152 %32.4o 35.20 V.01) 0.42 195084 96586 8u99 332.39 35.30 0.00 0.42 0599: 96739 8716 JJ2.J9 35.40 o.�,v 9.4| 05^84 96887 8|97 33�.?` 35.50 0.90 0.4o 1059YA 97024 8C!^ 232.36 35.60 0.vo 8.4^ 15Mu 9/179 716 J32.36 35./o 0.V0 0.J9 M508u 97320 7764 332.J5 33.RV ,.O� V.29 �x5�84 9746� 7�2^ 21134 t••i 116?JEY'; `ia_7°i3 DYE: t1., :n--- DFFj G'i 71P LOAN:I: rat+ '�M i!;Y;:IZIJ � d�b ., _.�I:� 1 ..- fay?f,:.F_: �'••, L1�E'Yiptl:n; 1«IApC4(`C ��",i1.; Time Inflow Gutf low in ?,} 01um= Elev. (hrs) i fs? erfsi tit) ft fY (it.) ----------------------------------------------------------------------------- "5 0 0.00 9 05564 9? 7:F_ 332.32 1630 100 0,3E: 10500 98127 057 33...30 3b.Fit) 0,0o o1 34 i05(19� -?,fFj02 AW2 3 ? M90 ,f ou 2 'ijCVlti.i fj 59 0 5 7� 37,19 too f7 21 10510a rl r4("n� n-J 7 ":3 2.25 3a S.L} 11,--f)(! Q..'F. 105094 1002 21 MY 232,43 38,40 0150 0,25 105094 %11!Y'06 457? 332,193 31to 11 on 1 iiirPne 100497 .rn7 132.17 3160 192 0.25 195034 l/i TS :1NS W 1 38,70 0 t 0 1 0.24 105094 100673 461 MA G : 1 no 12d 1.50 _. d325 M,16 M 90 T 00 0.23 955024 11,"1(tV d I 4,(1 M.15 _ 3100 too 0.23 105984 1 rt(t`27 457 33115 ?9,10 too 9.23 10=084 Moll 4074 332.14 3120 too 0.22 105QS4 11090 '''a 1d ?"?"'.14 3130 coo 1.22 10094 1°1170 204 33L13 3150 100 1.21 1050, 101:_'_- -375? `211. 39.60 0.00 0,21 105034 101401 __'" 32,1.' 3190 9.00 ft 20 .Icftr:a 1 33L It 4110 100 0.1? 10=',:;:4 101761 2222 332MI, 40,30 0.00 0.19 Q5024 10IB90 31S 232.09 40.40 li 99 v 19 104 04 10104 3120 332,09 4150 10II U.10 1050PI 10202? 3055 332,0? job Why: NO: '1 -5 Q_ipp by; Tlp Location: SOUTH WIND-s 1p r WA by: Time inflow '_hitflgW in Ov 'Alums Elev, (fie=) WS) fcfs) W) (rf' q) tft '1 e ------------------------------------- a* ++ MANIMU+ NUMBER f17 OUT°I!T'= E'YCEEDED 4**** Job Number: 94-753 Date: ,'-28-95 (~vin Pr JJy iomtion| �NTH N/MCSOK CAskEd hy:__ 2"s,�pf�on� LX�PiNC� ��TATES -------------------------'------------ DAF , N ; XAiySIS ^ U M OF OPERATIOIN Uax`mum {of 9.0 :f� at maximum !.0 cfs p+ 17.21 Maxiwxm 58S72 �uhic fpet it fee�. nptpntioc time: 8.J hows **e* MAXIMUM NUM8Ev OF 0UT"UB F/CFEDEP *e+* Sfop �t 41.0V |opot Data File: C;\HYDP0\84Sl�`0AT\94753.�at 9vtput Uev�ce� C�\xY0oU\YASlN\rmn57 |0o.+`| Out�vt inte,vab �.l� Iteration cnntrn] intpnnb �� f R-rc rLI RIM r,�(M� L' '-[ti�L'11T I-� ri Prv.ect LAWR,ENCE ESTATES User. "UP Date: 04-27-'a` until HARU M t.te: CTChecked: pate; - -- :btitle: PROPOSED CONDITIONS - AREA BYPASSING DETENTION-BASIN -------- Subarea : AREA C -------------------------------------------------------------- Hydrolopic Soil Group COVER DESCRIPTION A r, r D Acres (CN) ----------------------------------------------------------------------- ,JLLY DEVELOPED URBAN AREAS (Veo Estab.) Open space (La+ans,parks etc.) Good condition; grass cover %5X ,J4(�I) _ "THER AGRICULTURAL LANDS end — ,sir 1,55(E+r' .(rE:r..?S) tal Area (by Hydrologic Soil croup) 3, y q . --------------------------------------------- --------------------------------- ,""AREA: AREA C TOTAL DPAINAI:E AREA: 5.2L) Acre=_. WEIGHTED CURVE NUNBER:E: ----------------------------------------------------------------------------- Project LAWRENCE ESTATES Il;er; ?,1P fate. 04-27-95 +nnty 4ARTFURD Stale: LT C`,ecr:ed: _ Date: .ubtitle: PROPOSED CONDITIONS - AREA BASSING DETENTICI gAM,I -_------ ---------------------------- Subarea #1 - AREA C ---------------- ow Type 2 year Length SInLie Surface n Area WP Velocity Time rain ;ft) fftft) cave !�g ft i :fl; rftlsecl F;r) ----------------------------------------------------------------------------- eet 1 � 02E: F : SJL Shallow Concentle 0 i e n Channel rtnel Time of Ccmcentration = 1.08* --- Sheet Flow Surface codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow (Noy Res.) G Grass, Burmuda --- qurface Codes --- Cultivated 20 y Res. ii kc,:_�_, Li��:t P paved D Cuitivp-ted ? 20 S Res, I Woods, Dense 11 ':Unpaved E Srass-Ranye, Short Generated for use by TABULAR meth,,r &\R{ : A#/3 592; User: 2[ G@: G2E3 eR7 : 42R2 22e U Seat Date: . ---- -------- aRRR: 92Se CONDITIONS - AREA br«e9 R2ymuR2N J£ g9s@wze: %y! m » Q99S \\: 2! 2ps2g2years ------------- 9a e« ------------- AREA E »e(s§ £} 0.01f Wall= 3.2 Qem ember R! 9eoGv %w c (s) Rd, %e£ 1.00 G#%«gR %S gP 0.34 Time Total Sae; 9#GbH9 to Total flow 2%) ------ »A Ra AREA u3 n n HJ 0 0 KE 0 0 R9 u 9 Ito 0 0 11 0 9 K2 0 0 22 0 § A 0 0 23 0 A 23 0 e . 2.7 !P !P A 1 1 Rid ! ! '2 ! ! K! 1 ! 23 ! I gx ! ! g2 r e k( ' G to 0 n 52 0 @ 22 P r 33 J u 02 n r R5 9 u 22 9 § Did 0 0 to 0 n NO 0 0 W 0 R - 9# Hw , - ebAA Provided »9 935y«E 3«bR »rojed L4NVEVCI ESTATES User; JJn y CT Me� Mitle: yROPUKU CUK {T{ON0 AREA 8YPAKilMG DETENTlUm BASIN ----'-- ntol watershpd areo: 0.0V8 sq wi Rainfall typ DI hequency/ N year-:� ------------- 6ohprpas ------------- AUAc 4znfaD(io) 4.7 Curve number 65* Runoff(in) 1.46 � (hrs) 1.08* (Used) LVV TimeToWutbt 0.00 I/p 0.23 Time Total ------- Suha/ea Contrihution to Total Flow (ds) --- -- '\d Bow AREA /1.V V V 1LJ o 0 !.6 x 0 ~9 o 0 110 V 0 !.l V V \2 V V 113 0 V L4 1 l M 1 l 12.6 2 2 !.7 2 2 %B 3P 2P 110 3 3 '7.2 J 3 |.g % J |x.6 2 2 '.8 2 2 . '.0 l 1 l4.3 l l ]5.5 l 1 m5 0 V l/.V O 0 .5 V 0 '�.0 V V 19.V V V .0 V 0 .V 0 O 26.0 V V Peak Flow * ' value(s) provided from TX-55 system mutiries Pr oject iANRDNCE FS747G On 3P 8ate: 041715 mnty � HARlFURD ./btitlp: PROMGED CON0T0NS AREA BYPASSING DETENTION lH ----- `tal wste,shpd area: V.V08 sq ei KainAll type: |I/ Freqoepcy' 25 yrars ------------- Svbamas --- "'ea(sq si) o.Vl* 'm|aD(in) 5.5 m`ve numher 65* 8,"off(in` }.99 (h,$) L03* (Used) 1.00 TiweToQuUet V.0V ./y 0.20 lime /rta} ------- Subarea CoMibMon to 7otal Bn" (dy ----- 'It r) Flow AREA C /"0 0 0 \1.3 V V .6 V V .Y 0 0 110 0 V `.1 V 0 .2 l 1 12.3 l l .4 1 � `5 2 2 12.6 2 2 .7 3 3 .0 4P 4P l3.V 4 4 ^~.2 4 4 .4 4 4 116 J 3 .8 2 2 . .V 2 2 |4.3 1 1 |5.5 \ 1 1x.0 1 1 ^:.5 1 l 170 1 1 .5 O o .0 V V 19.0 0 0 .V V 0 .0 V 0 260 V 0 rear- Flow x value(s) ',um TIP 55 systEm 'uotines yo t LA«[CE S%2; AR; 2m Ste: g 223 2Ry : RgRg 2»c Cl 3c20 DOW ---- WiUvPRBmJ) C#22w - AREA bR22> SSITMBUM -------- 4g E@s94e&: 0,009g S 525E \p: III 5g#ag y 2#: ------ ---- - - -- 9Gsa --------------- AKA E »R@§ Q) 32! WOW 6.2 9nea6e GO Gs95e ay : Ors) u g! (Used) 1.00 B#%eG« E9 Rp 0.17 G2 9Ql ------------- SGe, SJdbGa to QQlGa 2G) ------ - »n nw AREA u3 n d 11.3 e e ar § n 2 r R &2 e u \! ! ! %2 ! ! 22 ! ! W 4 4 no 5 5 1310 e e '2 5 5 %4 4 4 &B ! J W 2 7 0 ! 1 ;e 1 ! 15.5 ! ! 5» ! . z» ! ! 22 ! ! 22 ! l g» @ 9 .§ e R 40 @ § 32 ) n - Peak Rw ! - abGg pa9G R9 22nyJe o«95 "?c,jECt . LAWRENCE ESTATES Leer, JJP Date: 04-27-95 ounty HARTFORD State: CT C`_ ' +: L'ate: ---- -------- otibtitle: PROPOSED CONDITIONlS - AREA BYPASSING DETENTION RAgIr otal watershed area: 0009 sq mi Rainfall tyge: III Frequ.en_y: 100 years -------------------------- Subareas -------------------------- AREA C rea(sq mi) 0.01f ainfall,inl E,�r Curve number" 6 =.. r (hrs) 1108* (Used) 1.00 TheTAutlet E)ao �7P MG Time Total ------------- - ! t-rit, t �Ubc!l ea Cl!i!o!LU11 tJVn to 1(,tai TIoW (ff7) 'hr) Flog AREA C A.0 0 (; 1.L3 fr 0 Lb 0 n 1.13 1 1 12.0 1 1 ',1 1 1 12 1 1 113 1 1 .R 2 2 3 116 A a 7 c c _ o 6 E. 13,0 7P 7P '12 7 7 3.� A q L e 3 1 ,3 2 66 2 to I 1 115 1 1 .r, 1 1 iM 1 1 17.0 1 1 .0 1 1 Itrr 0 0 o it 0 NO 0 0 200 0 0 Peak Flow e fs) c.._ rn 55 i;_ - alJe._, preYideu !U6i ir,'�_� =y_te!n 1"o!JLn cJ °rp-;ect : LAWRENCE ESTATES User; jjP Date; Ow 28-95 nunky HA"TFURD 5`ate: r:i --he ked: _ Date: subtitle: PRUPOSED CONDITIUPIS - AREA P'iPASSING DETENTIOfl r?ASIII ! OcrrF{ow etzom DETENTtoN gq�,N Fatal watershed area: 0.008 su mi. Naintall type: t;l req;Fr,ry: ' years ------------ - ---------- ubare3s ------------------------- AREA r ;reaiaq mil I1,Qj Curve number 651 Vanoiirin.) 0.60 1.(.18 tUsed) I.UO TimeToOutIPt O,pi! alp 0.34 Ate NV�1Zocszn;'!l5 1lR'e. Total �;jba-E.3 i;nntrifitti"n to �:t.a) l :r '{ hri Flow AREA C ocrrFtac.)- 6ASIrJ COMS)"EV T-Wws O 11.3 0 p D -- O O _ 0 O O 0 i..� 11 Q --- -- - _ O 1 IF IF O - --- —------- -1.05 3.4 1 i IZ L IZ i --- AI. — Z_ _ 1...._-------.2, 1.22 .20 1a. v 11 .41 •45 .45 .50 .57 .37 7 rt Q ,56 56 8.0 .44 .44 o.o —i n �_ .3t3 .2� - Peal: Flow Lum5we-l" Fu�w� Pm|Pd | iAN0[MC[ [S|0[S ty H&8lFU0o 0atp� SuhtiUe: yKUpUSEU CUNUOl�� A�A DYPASS/UG -- ----- 080TlOH BASIN e OorFLOV Fnow Total watershed arpa, 0.008 aq mi RoinfaD type� IT ;rpqu�nry� N ypors ------------- 5uba/eos ------------- kREA C Area(sq mU V.N* Rainfall(in) 4.7 Curve number 65* Runoff(in) 1.46 lc (hrs) l.V8f (Used) ).VV TiweToaqtlet 0.00 (a/P 0.23 ADP pyDZ-Gq.AvO Time Total ------' Subarea Contribution lBox (dd --- -- (hr) Bow AREA C OUTRco /)0 _ 13,2 Peak Flow LAL)Nle>INEi� FLOWS tAWRENCE HJAJF�2! 0 4 2.9-J 5 HARIFORD D8"P: ---- -------- Siflitle: PROPPSED Cur;'DITIONS' - APF4 HYPAYSINU PFT�r?JTjOlj BASIN 0 OUTRow FlZom OF--TEknjok) E6A-.4k) Total vatershed area: (1,002 Sq Mi P;Iinf;l! typ-7: -------------------------- i areas -------------------------- AREA C ArEa(5q mi) ().Ol* flaififfAll(in) 5. t.!lyvc number PUPF,ff(in) fl ([;Fs) 1. (Used) 1.(,,o TimeToolitlet (1.00 ADD 4yDZoG2Aptk5 lime 101-al ------------- Subarea to Total I:lrw (cis) ------------ (hr) Flow AREA C Ou7pu>W-9ASW ComaipjED RoW5 C) 0 0 u 0 '121.2 ----2—06— 1.06 1 .5 .07 12.5 Z, 12.7 3 3 .13 16 4.16 4 4.24. 3.63 1.09 V 1-17 5'no 1.15 LVI 1.215 1----- 1.25 — 0 1,13 7--1,I-L .71 F14 Flow COPAE,JW1 Lr-�:•� �INrrJ rl.r���:� Pii,jact : tAUEIICE ESTATES User: 13P Date: County HARTFORD Scat Ct C11:[l2d: D t- a e: Subtitle: PROPOSED CullDiTlriiS AREA P,pA r! -- - -------- _ - 1 I OET,_t,TI011 Er1Si'1 4` ouZwow FRaM AP7roN BARN fetal watershed area: 0.008 ;q 7.1i "a.infall 'ypp: III lrequF;(y 50 years ---------------------- --- Subarea ------------------------ AREA C irea(sG ni.) 0.111r ?ainfall(inJ b.� Crirve number- 65T Runoff(in) 2.50 I( (hrs) I.()".I* (Used) 1.00 Timer ,Outlet Q.00 !alp 0.17 ADr> 14ymoGIZANA5 Time lot?1 - - - 5t;b6rea Contribution to Total glow ((fsi ------------ !hrl Flow AREA C oVrPtpW-P�ASiN GoM61N[~i> FIArNS ,1.9 R (1 O l,b 0 (i p - -- ----- --------- ,04 04 - - - - .oG .ob I.o% I.II 7.14- 1'C.h 2.16 3.19 2.7 4 4 "M 4.2Z 2.8 5 5 ,-Z.6 13,u b P bP __ --- 1 - - 36- -6.36 �l= 5 5 -,4 4 4 .70 4 70 - • �JO � 3.90 4.01 4.0 L to - 3.10 14.3 Z 1.23 --- 3.23 4.C. 1 1.33 ---- 2.33 5.0 1 i 1.38 2,38 15.5 1 1 1.43 Z.43 - tr;,(r l 1 l•4s 2.4-5- -Z.46 11.0 i 1 1.4,7 2.4'7 7.5 1 1.41 Z.4-7 �.0 1 i 1.46 7.46 19.0 0 0 1.44 - _ __ 1.44. ^0.0 0 0 1.42 - 1.41. 2 0 0 0 6.0 ti - Peal.: Flow CCAAI?-- ,KCK 'At., T-LOW COMBINED FCr�W " ojett LAWRE14CE ESIAtE3 User: 1JP Date: 04-28-95 _aunty HARTFORD St;te: I,1 (:L,=rtre, _ Date: Subtitle: PROPOSED CONDITION' - AREA R'(PAHING DETENTION F,A.,IN ¢" OUTFLOW FRoA M-Tq--A)TIotJ 5A5.1N Mal watershed area: 0.000 sq mi Rainfall t'iRe: III Frequency; 100 years -------------------------- Subareas ---------- AREA C ea(sq mil (i,(iI ainfall(in) E.9 Curve number 6ci "unoff(in) 3.03 (hrs) 1108#. (Used) 1.00 TimeTo0utlet 1).00 a/P 0.16 AI>D NYMor;,wikS Time Total ---- Si h------ ! area Caatribution to Tnt61 i-,nr (cf ) -. _. ... ..__ .I�r) Flow AREA C ovrFLoW-BASIN GJMb!AAC> FLOWS 11.0 0 0 O o 11.? ti tl - O o --- - _.--- --- - -- .---- 1.6 0 0 D.4- ------- -__ ---- IZ,0 1 1 .13 1,13 •-14- ?.2 1 1 .16 L►5 1.17 4 2 ,19 ,_.5 3 3 .ZL 3.2Z 1 .6. ._ 4 _ I 4.25 r C .Za o 6 h 33 6.33 7P 7P .4-7 7.4? 7 a 5 5 ,56 13.G 4 4 Lol S.o! g 3 1'13 4.13 ._ 4.24- 1a.3 Zri I.�G 336 3.41. .0 1 1 t,4-7 2.4-1 15.5 1 1 1.51 Z.sI !f.01 1 1.54- Z.54 i 1.5 1 1 1.5-7 'Z.5-7_ 11.0 1 1 1.57 -- 5 1 1 1.57 2.37 0 1 1 1.,56 19.0 0 0 1.54 1.54 1.51 Zb.0 i! i) I.31 --- - Peak: Flow *- c0fAa'ImY:i' 'F K 1�� ■ esign rofessionais, Inc. civil ene�IneQrs • planners surveyvls w RA'DcA,Al. IIn F_TNo� �AJCRKbUETLT I)Itn I tJn(;P: CJ11,( Ul,l1't'.l UIJS _. .. . LAW IZF- )ce.. E AT s I .,1 I hl-. ijlt I'ItUI'O.U:u - - _x1��Na �I•:'I'll(11) OI" nNnl,Yf;l ;i : RAiIowAL 1'U'I'nl. I•Jn'.1'IIt;;llll) nitl;:n: r Ac. .,VUIt('I:: �T�-rosaGa.APu,c titAp ;i111�t�'I�r�li C'(.lttUl'l'IUtI:� , RUtJc.)1�'l�' CUI:I�'1'.LC.LIt•1'.t'; ti nitr�:ng: - 1.90 Ac. x.3o T1kPEeVlou� - LJ1: 1 t;ll'1'f:11 Itl Il lnl•'r� C(�I':I�'t'I('1 LFI'1': —_�--_---------------`---- _____�-_.-. ( 1.111),I V 1 I,UnI, ( ()I:1; r. ) X (.1I41)1 V.1 UI)ni, A111"ns) / (TOTAL All' i) I,(►II(;I::;'l' Itllll (I)IS'.t'AlICE;i rY 51,OI'1:;;) ; GRA4S- SIo� @ 1.'I VC, � 25 MrrJ. -1.►L 1''1''I I21 tJ(:1; :I N I:1,NVATJ UIJ : -------------•- '1'111(: UI'' ('�►Ilt'I':IJ'I'Itn'I' 1(111 •-'t' 1111; (1F' I)llltn'1'10tl : 25 Mw. — ..-------_- ----.-`_--•- PA 111PAIJ, I IJ'I'f:tJ:;l'CY : �z= 1.9'"'hie Tzs= 37) -/ice =I.s 4.5 ---------`.----------•-- itt'ITIMI I TY : - -----i- ---- ---- n--nitNA! U- f'Id)4� dt>\'I'I. @ I)I�:^.tCN CU1N'1': -- PFAK L'tnWs a - Q2°C•317(1.9��2.Q�- 1.25 cF5 ©25 (.33j�3�)(Z•fl)= 7.44- cti:5 , Aso : (.a•s� (4.z) (2.©� = 2.'7� cfs A ■ ■ lyresign ofessionals, inc. l engineers • planners • surveyors ■ RAZb�uA(., M6Tt1t7D �n.�oekstlB�1' Ultn 1 fJn(;I -_('n1.CUl,n'1'.l UIJS (,AwexNci< E----TA-TeS Asa .•a ._... ------.._..-----• -._... .61 I rJr., (.)It 1'RUt'(�:;I?I) Cl)Nli 1'1'.'tUiHI; rrl:'I'11(�I, OP nNl1f�Y:i.1 r : MI r'I'Ultrl: - QA'rloNnL AS NdTEp )'I'nl, 1,n'I'f:lt;;lll:li AI?I:11:_ "'rltr'nr.r; c:(.)tJl)i'rtc►tJr;, JIurJUr� r•' cUr;r•►�.►c:it;rr.t', ti t►ttr:ns : -----------64455 WI: I r;ll'1'h:h ItINIOI''t' (.(,h:P'I•'I (:) I:td'1.': `--_-----.__.—_-______—_- __--_.___ ( 1rll),IV1I,UnI� LUI;f'l''. ) X (.1IJI,1VIrunt, AIlI-nS) / ('1'0')AJ, AREA) - .35 Itlfl, (I)1 ;;'I'11tJCl;;� IG SI,UI'l:fi) ; -•---- -. _..._. .GRass-•Zbo' C - -t►1 r• r• r:rtlrJc:r � r, r:l,r:vn'r r UrJ : -- ---_--------.---__-.--- I rtr: c)r' ('rnlc�r:trrltn'r 1 c►t,--�c 1 ru; of ----`----- t0 MIN• n I IIFA1.1, I ld'I'1:rJ;il't'Y : =q,= 2.3 11/1k Zts._ �,g .-At =toe=Asa '°Itie zsp= 4.9 "IAL -lal: t r;ll'I•f•:I, r.Nr,c.)r•t• cc,rr•�•1�, r:N'r - _^------------------- --1'.n 1 NI'nLl, 1 N'1'I:tJ i i'1'Y : - _.___..___-- -----`---•_—_—_ n- n It t:n: (' in -t r.c,►, rtn�[1: @ t)1 s ic;N POINT. - _P ak Fc�ws `- �Z'-�.��(z.3�C1•3�= I.o� cFs Qzs = C.3s)(4.1-)Ct a-S ©So - C.-,s�(4,9)O.S') A ■ (?esign rlofessionals, Inc. civil endineors • planners surveyors ■ WAMOvAl. 9;� -T CO �JaztcsileE'T UP-A1'1'.tUtll; --__._....-- ....... • _ t✓•XIYTIN�j rtl:'I'IIOI) Of' t\II711.Y";.I ;; : n_ I)I:!, 1(;►J ��'I'UI'.f 1: - `- - _ . . ... hnTlaV;1(.. 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' its = C.3a�(2.4) C4.o2)= 2.89 cs•� • o?sa ' [,3iO�(Z.'1�(-/+.o•t)= 3.26 Gfs A 11 ■ esign rofessionals, inc. ■ CIVII surveyors ■ RA?LIAL AS-TlloD, (,,J=pySllt..fa j URA I IIACU; ('nl.(_111,)1'i'aUIJ5 (.Awi:�.�cE. FsTnc•r�s . .. A(fA "�," • -- r I'Y, I �i'1' I rlr,; 1.)it 1`ItOI'(l;;I�:I) ('t.)r11)1'1'.IOrl i osir rrl:'I'II(!I) OF, nrInllY.cVIS ! _ ----- _ - 'ry�''_'� Pn _%si s Slr�Y 1'O'1'n1. 1•1r\'I.r its III l) AItKA - - SOU ltt'I.: GvrTEa R iLvn1s $I1FhT r;llitf'n('RI trt.)tll) I'(' I MIS r IIUlIU1.''t' Ct)I;f'I'.LC.L I;rl'.L'► fr APPAS 1Jf:1�;11'1'1?I) Itllll�)1'i� CC)P:I'1'1 ('I EaN'I': —_.-----_----^- `---.-. ( LII1)1 V.11)u1\I. (:UI;u'r•'. ) x (.1I11)1 V I ImA1. nlll:ns) / (TOTAL AIt1?n) •S4 Crass) Itlll! - -l.►I r'r••r;ItlrJ(:1 I r1 r,1lr;vn'c1 urt : -----------__._---_-•--- I' I rlf, t)I' ('r)11('I:IJ'I'Itl1'I' 1011 'l' I r11; UI'' I)Illtn'1'.lUld : 9 — .�Ullltl'i RA 1111°n1111 11ITI:11l ITY : �z= 3.L �ti/lJ2 its 5.7 -AL 14•/lie -._.. _.. -..._._.__.-._.._....._... It11110FE, COI',r FIc 11;IJ'1.' i - I'.n I I1f'nl,Ir I td'I'i tl�i I TY : -.__.------ _---- _-----___-�_ - AItin: .... . c.1 1 n /lC= .3-77 65tn Pik A.�!(4ytstS sil�GT� . J-4-1.OI'J Itn'I'1: @ I)L S IGtJ CUlN'I': -- Pr_n>< :�-��5 Qe �.377�C3•Z� = (.2t GFS 1 �50 C.3�7) C6.S7= 2.43 Gf5 6.1,1) Z.64, CO A PROJECT 5ncta�5 Cawq x_E ;ron� f�,,,,s,o,,, GUTTER FLOW ANALYSIS Sheet I of -17 LOCA110N (AvXf-- f. N> civil engineers planners -surveyors DESIGN STORM zo►�ti - DATE 3, 95 rofessionals, Inc. (203) 291-6755 DESIGED BY— !!f CHECKED BY south wfndsor, ct. 06074 ulsDg 40}DQ 6uIJa}u3 o f r in 00 0 Kr o �- 0b }alul 6ulssDdV8 LO a 0 r Od 8'1'3 }alul 6ulssD&B MOIL I I l M I I I N MOIL 10 4113IM M 4 4 1 tl1 Ui u1 (•};) Ja}}n0 }D MOIL do 41dad cv d r m .n o to adolS ssoJO J9}}n0 }o a o epDJO h .9.1.3 (D) 1n }alul o} Mold o rl c�4 ---------------------- (1) A}Isua}ul 0 4 _ IIDIUIDN °p U) U) °: 4 Ci M `Q ---------------------------- ID}ol r r D 0 0`d ------------------ o � }alul apDJg do to Q p 1 0 o I I I I I 6ulssDcMg Ob DBJH �d ul do u7 (0) }ualol�llao0 4OUnN `h to to � saJoy ul -'n 0 (V) DOJV r-, `Q U1 \11 :;: & _ r N - }elul O} A W 11 N o� r— r- n 'ON .g.0 Jo 'S'Q/UOl}D}S \A V) 'D PROJECT :'�r��:au'S/Gtwt��ls` err, �uRCivisic STORM SEWER DESIGN Sheet of I LOCATION LAwm^x•f- W.0A5 es n civil engineers planners surveyors i DESIGN STORM_ ►o�c. DATE zi 95 rofesslonals� Inc. (203) 291--8755 DESIGED BY_ SSP CHECKED BY south rr(ndsor, ct. 06074 6nIDA U, to O Q 0 0 O 0 0 0 0 0 v) O O o o p p a 0 9d d (u PDeH }� ¢ ! I — --! ————————————————L s o A})oDdDO moij m 6� C, O 0 o\ m 6. �n wnwlxoyy vi In vj kA o � v1 t6 /�}Ioo19A N � 'n m (A .D 96DJAnd m M d 4 \p- ---------------------------- N d l() 1p 9 0 l$ o 0 8 °0 0 °° o Q O° 0 0 o �9dld }o 41BU0I � M "D ------------------------- r N p o- e Gd�tl pZIS dUD w9}s�ts ul Molj ld lift 00 m � r A}lsu9}ul 0 Q IIDtUID8 g w9}sAS ul to M >n Qr 4 `D 'n ° OV }o wns r` �o o M ulsD13 4011)0 �n 4 6u1J91u3 to r I 2 Ob (•ulw) 9W(j p9}Dlnwnooy N to 1A V1 uI w u� 9dld ul Quill _ m — o �' �D m V► (-Ulw) }alul o} Quill cv m r .n �- d► rJ r I 'e•O o} '8'0 5 JO D}$ O} 'D}$ i► a �► �' ' h p a * C a p- � ` n rj}uow69S edId j Q a rom i o 6- n- a N. a a. o yo►u �""�Y 17 1995 HIGHLANDSOILS south Windsor Planning & Zoning Commission May 11 , 1995 Mr . Joseph J. Perna Design Professionals, Inc. 165 South Satellite Road South Windsor , CT 06074 RE: LAWRENCE ESTATES LAWRENCE ROAD SOUTH WINDSOR, CT Dear Joe: The wetlands on the above-referenced property were field delineated on May 24, 1994. I have reviewed the prepared plans and have found the representation of the field delineated wetlands to be substantially correct. It should be noted that there was a discrepancy between the field delineated wetlands and .those shown on the Official Wetland Map of the Town of South Windsor . The western half of the property contains very poorly drained soils listed as Peat & Muck. Adjacent to this area, the Hartford County Soil Survey identified soils of the Walpole Series. Based on my field survey, I encountered soils of the moderately well drained Ninigret Series and not soils of the poorly drained Walpole Series. Included in the area of discrepancy are small areas of some-what poorly drained soils which are grouped into the Ninigret Series. The soils map as shown in your drainage calculations contains the proper soil type boundaries. If you have any question please call me at 742-5868. Very trulyyours, � . ohn P. Ianni Professional Soil Scientist P.O. Box 337, Storrs, Connecticut 06268 (203) 742-5868 MAY-16-95 TUE 12 :56 DESIGN PROFESSIONALS INC 203 291 8757 P. 02 ■ Sre$!gQ inc. nc. civil engineers • planners • surveyors ■ May 16, 1995 Elizabeth Warren, Chairman InlarA Wet lanr s Ardency 1540 Sullivan Avenue South WirAsor, Cr 06074 Dear Betty, Re: Lawrence Estates Lawrence Read South Windsor:, Connecticut Project No. 94-753 At the request of our client, John Jacques, we hereby request that the above-referenced application be tabled from the May 17 meting and re-scheduled for the next availAble Agency meeting. 'lank: you. Sincerely, DrmcdUn pr(.)fpGGinnaI r,, Tnr... By: / . . Potor R. DeMlliu Principal CC. John Jacques Gary Hath/CR3, Inc. 165 South Satellite Road, South Windsor, CT 06074 r (203) 291-8755 * FAX: (203) 291.8757 JUN-05-95 MON 16 : 41 DESIGN PROFESSIONALS INC 203 291 8757 P. 01 S Design Professionais, 111c. civil engineers planners surveyors Telecopier Transmission Date: SuKW .45�, 1->95 - Project Number: ' _ ---- Please deliver the following page(s)to: Name: �)W LelecopierNumber; 644--37� Firm: ►wN of SouT►l WINO From: }T "A Resign Professionals,I11C, Re: L wY*NCL 1 'zF'C S ut3ri►v`tsio�J TRan� �oiC. ci rri � Total Number of Pages(including cover page): If you have any questions with this transmission, please contact: at(203)291-8755. 165 South Satellite Road,South Windsor, CT 06014 (203) 291-9755 Fax(203) 291-8757 JUN-05-95 MON 16 :42 DESIGN PROFESSIONALS INC 203 291 8757 P. 02 HIGHLAND SOILS May 11, 1995 Mr . Joseph J. Perna Design Professionals, Inc. 165 South Satellite RoAd South Windsor, CT 06074 RE: t.AWR.F:NCE ESTATES LAWRENCE ROAD SOUTH WINDSOR, CT Gear Joe: The wetlands on the above-referenced property were field delineated on May 24, 1994. 1 have reviewed the prepared plans and hove found the representation of the field dellatctted wetlands to be substantially ,Correct. it should ba noted that there wac a diocrepancy between the field delineated wetlands and ,those shown on the Official Wetland Map of the Town of South Windsor. The western half of the property contains Very poorly drained xnilg list@d as peat & Muck. Adjacent to this area, the Hartford County Soil Survey identified soils of tilt Walpole Series. 5ased on my field survey, I encountered soils of the moderately well drained Ninigret Series and not soils of the poorly drained Walpole Series. Included in the area of discrepancy ".,' are small' arcao - of, some,.-what poor ly.;,drained ,,50116 wliich are ..groupeQ into the Ninigret Series. The soils map' as` shown in your drainage calculations contains the proper soil type boundaries. If you have any question please call me at 742-5868. Very Truly yours, ohn P. Ianni Professional Soil, Scientist P.O. Box 337,, Starrs, Connecticut 06268 a (203) 742.5868 SOWN Sr C a Towm aie SotdA `d s 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 soe corms AREA CODE 203/644-2511 June 8, 1995 CERTIFIED MAIL. John Jacques 67 Ridge Road South Windsor, CT 06074 Dear Mr. Jacques: Re: Appl #95-15P, Lawrence Estates At the June 7, 1995 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #95-15P, John Jacques - IWA/CC permit for the construction of a riprap stormwater outfall in a regulated area, and the location of a portion of a detention basin within a regulated buffer as part of an 11 lot subdivision to be known as "Lawrence Estates" on property located on the westerly side of Lawrence Road and northerly of Dart Hill Road, RR zone as shown on plans prepared by Design Professionals, Inc., Job No. 94-753, dated March 24, 1995. This approval is subject to the following conditions. 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. 2. Construction activities shall be subject to the approval of the Town Engineer. 3. The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. 4. We recommend a bond in the amount of $5,000 to be submitted to the Planning and Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. 5. The permit is valid for five years and shall expire on June 6, 2000. It is the owner(s) responsibility to request in writing any extension to this permit. Extension requests must be made at least 65 day prior to expiration of the present permit. 6. All approvals required must be obtained and submitted prior to any activity on the site. 7. A contact person shall be identified directly on the plans. 8. This approval is contingent upon the Zoning/Wetlands Enforcement Officer's approval of the revised plans as submitted. INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION s Elizabe A. Warren, Chairman EAW/pmm cc: Planning & Zoning Commission Town Engineer Chief Building Official Design Professionals, Inc. MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer DATE: June 17, 1998 RE: LAWRENCE ESTATES SUBDIVISION In response to the request to c bond Subdivision,Listed below inspection of the site wasmade on ]une0, 998 by Mr. Joseph Perna. are the items that still need to be addressed: 1. Monuments #15 and#24 were placed, however, open space monuments were used. These should be street line monuments. 2. Monument #14 was not found. 3. Iron pin in rear and at corner of Lots 1 and 2 was not found. 4. Iron pins in front yard between Lots 10 and 11 and in rear between Lots 8 and 9 are damaged and should be replaced. 5. Monument #22A must be placed. (It replaces an iron pin). 6. Grounding rod located between Lots 4 & 5 at the street line must be cut flush or removed. 7. Foundation drain in CB 8 must be mortared in. 8. The detention pond outlet structure has a five-inch gap between the lower type A grate and the type"C" structure wall. This must be closed up. 9. As-built plans must be submitted We did not inspect the site plantings, however, our November site review indicted that the trees in the rear of Lots 1 and 2 may be planted in the middle of the access way to the Open Space. JCl/jsv Memorandum , To: Karl Reichle, Superintendent of Parks and Grounds CC: IWA/CC From: Elizabeth A. Warren, Chairman, IWA/CC Date: 06/23/98 Re: Sliding Hill, Barber Hill Road As a response to concerns raised regarding growth on the sledding hill, the Conservation Commission has discussed these concerns and communicated with the Park and Recreation Committee regarding same. At the April 1, 1998, meeting the Commission decided to stay with the current mowing policy (once a year) for the time being. We will continue to monitor the area and may address the issue again following the 98-99 sledding season. Thank you for your attention to this matter. FKA NnA K�Akf - - - - - 'e ` M� 7 _1Jn1 , / ` WCA ; IWO J/ l 3 < WCA ilk -:x - , I&A Web LO I , in rw� 4:) Li l CI)i ZZ: tl)