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Resubdivision (70)
�4O•M...,`•` TOWN OF SOUTH WINDSOR, CONNECTICUT c PLANNING AND ZONING COMMISSION s � APPLICATION FORM OR•CO RECEIVED �S Application No. Date Received: 3 " _ FEB 23 1994 Action/Public Hearing by: Receipt No. : 1. WINDSOR PLANNING DEPT. APPLICANT: French Social Club Building Association, Inc. ADDRESS: 9 John Street, East Hartford, CT 06108 OWNER OF RECORD ON LAND RECORDS. GTT Corp. , as Trustee of Onyx Properties Realty Trust ADDRESS: 777 y0in St. , MSN 920 Hartford CT 06115 East of Conn. Ave. COMPLETE LOCATION OF PROPERTY: mouth side of Governors Hwy ASSESSOR'S MAP# PARCEL#7 & 8 LOT# ZONE I NAME, ADDRESS, & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED:Peter DeMallie Princi opal Inc- , TELEPHONE: 2g1-g15r THIS APPLICATION IS FOR: (Check all that apply) : 1 . Zone Change to (Public Hearing required) . X 2 . Subdivision/Resubdivision. (Creation of 4 + acre building lot) a. Subdivision Minor Major b. X Resubdivision X Minor Major (Public Hearing Req. ) C. Conditional Approval d. Open Spice Subdivision (Public Hearing Required) l 3 . Special Exception to Article Public Hearing Required) 4 . Site Plan of Development. 5 . General Plan of Development. 6 . Earth Filling [Sec. 10] and/or Earth Removal [Sec- 9 ] (PH Req. ) 7 . Regulation Amendment: Zoning Subdivision 8 . Amendment to Town Plan. 9 . Temporary and Conditional permit. 10 . Other (explain in detail) : CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE. THIS APPLICATION MUST BE SIGNED BY THE APPLICANT N OWNER OF H TA T TED IN TRIPLICATEWTH ALLMAPPSAD DOCUMENTSREQUIREDONATTACHEDCHECKLIST, � ALL,,OF WHICH CONSTITUTE THE APPLICATION. J .n ff.. /Agent for I icant �f �1 9�� /Accent for Owner Owner Applicant TOWN OF SOUTH WINDSOR RECEIVED CHECKLIST OF REQUIRED SUBMISSION DOCUMENTS SUBDIVISIONS/R//ESUBDIVISIONS FES P�a 1994 APPLICANT rtyi&k So tt L�u�, !!uil � � u.-1 ��, wm"W PL"jjjiN4 DUT PROJECT NAME �r1.n � L'f,�G� I�tsKG+n�wli�,a.ti This checklist must be signed by plan preparer (P.E/L.S) declaring that all required information is provided. Place a check mark for each item supplied. Subdivision ------------------ Minor I Regular i I I. PROJECT-PLOT INFORMATION I I A. General Information _ 1. Appl. & owner name, address x x _ 2. Engineer & land surveyor name, address, license no.' & seal x x I I 3. Key map at 1" = 100' scale showing location of tract with reference to surrounding properties, streets, x x municipal boundaries, etc. , within 5001 . Key map must include layout of streets with names, layout of lots and lot nos. , open space land, and names of surrounding property owners. I I 4. A schedule of required and provided zoning district requirements including lot area, lot frontage, lot depth, x ( x yard setbacks, open space, variances granted, etc. I I _ 5. North arrow and scale. x x I 6. Appropriate certification block. x x I I 1 7. Date of original and all revisions. x x I I 8. Name of development. I x x I I B. Plot plan at 1" - 40' scale on standard 18" x 24" or 24" x 36" sheets with a 1/2" ruled margin containing the following data. ( x x Developments which require more than two 24" x 36" sheets may submit the plot plan at 1" = 100' scale.. I I 1. Metes and bounds description showing dimensions, bearings, curve data, length ,UVu1V 1;,1UIL ----------------------- ---Minor Regular oftangents, radii, arcs, chords, and x x central angles for all centerlines and rights-of-way, and centerline curves on streets. Monuments are required at corners and angles of all new streets and new street lines, at all points of curvature and tangency, and at critical corners and angles of all new Town open space. Coordinates for monuments shall be in tabular form. I 2. MDC or CGS datum shall be used on all subdivisions accessible to controls . The Town Engineer shall determine the accessibility of these controls. I I 3. Lot layout numbers, square footage of all lots, and all lot dimensions. Iron pins are required at all property angle x x points. I I 4. Yard setbacks dimensioned. x x _ I I 5. Easements, noting grantors, grantees, and purpose. x x 6. Proposed buildings and other structures. x x I I /If 7. Development phasing, if proposed. x x 8. Names of abutting property ,owners. x x 9. Proposed street names. x x 10. All open space reserved for common or public uses. x x 11. A-2 certification & PE/LS seals. x x I I II. SETTING/ENVIRONMENTAL INFORMATION I Topographic map at same scale as plot plan containing all data included on the plot plan plus the following: I I — 1. All existing structures, streets, wetlands and watercourses, or other environmentally lexist'gl sensitive areas, including enough data Istructsl beyond property boundaries to allow a Istreetsi x reasonable evaluation of the property's lwetlndsl ecological relationship to surrounding Jfldpin areas, 100 yr. floodplain. x 2� Existing and proposed contours to extend I x j at least 200' beyond subject property, as follows (town mapping) : 100' x up to 3z grade: 1' contour interval 3X grade & over: 2' contour interval I 3. Boundary limits, nature, and extent of Subdivision ---------------------- ---Minor Regular--- wooded areas, specimen trees, and other x x significant physical features. � I 4. Existing system of drainage of subject site and of any larger tract or basin of which it is a part (can use Town x x stormwater study) . _ I 1j/; 5. Drainage area map. * x 6. Drainage calculations * x I 7. Perc test data, preliminary indication of septic system feasibility if individual sanitary sewerage systems * x provided. I I III. IMPROVEMENTS & CONSTRUCTION INFORMATION 1. Proposed utility infrastructure plans, including sanitary sewer, water, storm * x water management. r` 2. Spot and finished elevations at all property corners, corners of all structures or dwellings, existing or x x proposed first floor elevations. 3. Construction details (per standard specs. ) * ( x I I 4. Road and paving cross-sections (per standard specs) . * x I I �j 5. Proposed street names. x I I §L14 6. Lighting plan and details. 7. Landscape plan and details. 8. Dumpsters (if needed) . 9. Site identifications signs, traffic control signs, and directional signs. * x 4� 10. Sight triangles at new road intersections. * x 11. Sight triangles at driveway entrance. x 12. Vehicular and pedestrian circulation patterns (less detail necessary for preapplications, concept plan, and * x general plan of development. !. , 13. Parking plan showing spaces, size and type, aisle width, curb cuts, drives, driveways, and all ingress & egress areas and dimensions. WA14. Plans and profiles (1" - 40' Y RECEIVED ,?esig FE8 23 19s4 ofessionals, inc. civil engineers • planners • surveyors ��. (�� Q �� LETTER OF TRANSMITTAL ■ TO. Marcia Banach, Director of Planning DATE: February 22, 1994 Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 REGARDING: French Club Resubdivision PROJ. NO. 93-714 475 Govern rgh�ta — South Windsor, C=necti ciii-_ WE ARE SENDING YOU: for your use at your request X for approval by PZC & IWA for your files X for review and comment THE FOLLOWING: Ten hlnenr inr Secs of regjibdiVi Sinn plans fnr the French Club'- 87 acre lot on C-ovcrnors jiic�hway, along with the PZC & IWA applications, 3.C'heCkllst, abut-ter notificatileft—or and feet Too land dPyel nrment is StP plan '`""'l i n-fi nn Cnti 1 1 hP _pry oSPn wi rh 1-hi� appi i oa i on, howeverr,_a 1__— suhnutted in the near term for develo t of a social club. If at all possible our client requests a PZC hearing on the same evening they will be nearing tIbe SI�cti��t r �hr A7i�i on apt'' ' at'cn Thank yot7 cc: Rejean Champagne Design Professionals, Inc. Jacques Pelletier Larry P. Levesque, Esq. By: . A r� Peter R. DeMallie Principal 441C Governors Highway, South Windsor, CT 06074 0 (203) 291-8755 0 FAX: (203) 291-8757 MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer DATE: February 23, 1994 RE: FRENCH SOCIAL CLUB RESUBDIVISION - #94-07P We have reviewed the plans dated 2-18-94 for the proposed French Social Club Resubdivision and have the following comments : 2 . Properties on Cody Circle are shown as "N/F Town of So. Windsor" and "N/F Temple Beth Hillel" . I believe that these properties still belong to Jacques . 3 . Monuments should be numbered and their coordinates tested. 4 . A deed will be required to legally establish the street line along Governors Highway. 5 . Contours required 200, beyond the property lines . 1 . Two blueprint copies of the entire set of plans a d-& com.plel_e gpt--e-f-- with this letter reproduced thereon, must be submitted to this Commission within 65 days of approval. After the mylars have been stamped and signed by the Commission, they will be returned to you for filing in the Town Clerk's Office. The redesignation of the wetlands shall become effective upon filing of the plans . il 3 . j All approvals required must be obtained and submitted prior to any regulated activity on the site. I i MAR z z� 1994 'fly, WINDSOR PLANNING DEPT. FRENCH SOCIAL CLUB GOVERNORS HIGHWAY — SOUTH WINDSOR, CT. DRAINAGE REPORT (203) 291-8755 esign rof essionals, inc. DES/GN.•JJP cWECKED.• R✓A ✓OB NO.:93-714 PA rE MARCH 21, 1994 civil engineers • planners • surveyors 441c governor's highway, south windsor, connecticut 06074 INTRODUCTION The project is located on the south side of Governors Highway approximately 300 feet east of the Intersection with Connecticut Avenue in the Industrial zone. Under present conditions, the site is an open field that is partially wooded. The topography is flat and slopes towards the front and the rear of the property. The proposed development consists of the construction of a 14,000 sq. ft. building with a loop access drive and parking lot. Storm runoff will be collected through a series of catch basins and discharged to a proposed detention basin and the existing storm sewer on Governors Highway. The drainage area under proposed conditions is approximately 4.3 acres versus 2.8 acres under existing conditions which includes a section of Governors Highway. The site is located at the top of the drainage watershed associated with Governors Highway and the surrounding industrial zone area. DRAINAGE ANALYSIS The drainage analysis performed was done using the Rational Method to calculate design discharges. Storm frequencies analyzed for the detention basin are 2,10,25,50, and 100 year storms. It was assumed that all flow for larger storms reached the detention basin. Detention basin stage/storage and stage/ discharge data were computed using BaslnA detention analysis software. Topography was taken from an on—site field survey and 100 scale town mapping off—site. Existing pipe sizes and flow lines were measured in the field. Watershed boundaries were also confirmed in the field. along with existing cover and vegetation. 100 scale drainage area maps of the existing and proposed watershed conditions have been included In this report. The proposed on—site storm sewer system has been designed for a 10—year storm. Inflows for this system were also computed using the Rational Method of Design. Pipe flow capacities were computed using the Manning Formula. The detention basin was designed to reduce peak outflows and to increase storm water quality but does not achieve zero—increase In runoff for the entire site. Approximately 2/3 of the proposed watershed or 2.62 acres reach the detention basin, while 1/3 or 1.68 acres discharge directly into the existing storm sewer on Governors Highway. The detention basin sizing and outlet structures were designed with BasinA. The outlet structure utilizes a 6" diameter circular orifice as a low level outlet. The emergency high level outfail is a single grate catch basin structure while the low level outlet is equipped witho trash rack. SUMMARY The proposed development of the site can be accommodated utilizing the proposed drainage layout and detention basin. The object of design in utilizing the detention basin is to reduce peak flows In consideration of the increase in overall drainage area within the watershed. The detention basin design also effectively reduces the amount of fill required to grade the site properly and also produces extra fill from excavation. In summary, the combined outflow under proposed conditions is 6.14 cfe versus 3.24 cfs under existing conditions to the existing storm sewer on Governors Highway. This existing 24 inch RCP storm sewer can easily handle the small increase in flows. It Is apparent that the storm sewer was originally designed for future development in the industrial zone as part of the old Parkcentre Industrial Development. POIDInuinooV III IIIIIIIIIIIIIIIIIIIIIIII PROJECT F9LXA ccv�ZG Vm ,-cLs µwy. STORM SEWER DESIGN Sheet I of 2 Ithout gutter flow analysis LOCATION kIP02s-4 G-T, clvA engineers plonners surveyors DESIGN STORM I� 3 i 9 DATE � 0 sslonals. Inc. (203) 291-8755 DESIGED BY Ssf CHECKED BY south Nlndsor, A 06074 vnIDA u W r, 0 rA Lj N �► 0 0 0 4 4 0 0 0 0 0 adld(ujt pDaH n 4 3 o AlloDdDO Mold � 01 a off. 'A a Wl WIXDIAI a '� v d' O d• d e d•1) }1aolaA M r► �o r .o r, .n _ aBDJaAV a ols N O O O O Q CU) n odld 10 41Bua-1 adK.L puo ozls odld 1a ti •e•�•o (b ,� rr r Z waterts ul Moil d a Q (1) Al1sualul rJ N c� d1 `n YI �► IIOduIDkI 00 \b o\ p o .n r en (0) you a lualogi000 to +A o. a� � � a caaoy ul (y) DaXY +n N Q M N 0 g D `} (•uIw) awll �► r palDlnwnooy Nn n N `. j) \0 ul Vl N , V) vj .uIw odld ul owD N + I N t ^ I }alul 01 out N �n h N V1 a _ \o `D +° A �► �` * 41 A ' 1S 011S F � + ".fir► � t to * u 07, 1umbaS adld4 g a. A. PROJECT ra-,Zu Cl'ug_GoyezAj R3 --STORM SEWER DESIGN Sheet-9--of 7- Ithout gutter flow analysis LOCATION W14csce-, G'r• clvn engineers planners surveyors e Ign (203) 291-8755 DESIGN STORM._lc y �59e. DATE o essfonals, Inc. DESIGED BY Z5P CHECKED BY south wtndsor, ct. oso�� onlDA u t0 Q p Q o 0 O 0 0 to *did(Ul pDoH N -d � •0 A I % .o AjIaDdDO MO Jd o r off. � d) ca WnWIXDV J a0 sF 4 4 a•d•j) 06D.ony �1 vl 6 'j .a ' - -� oOIS N 8 a Q 8 0 $ o odld jO y}BUO-J M 0 N n odK.L puD o 2 g ° -� ozlS *did d ? r •e•j•a (b) � .V1d- °� +n � r � a we}s�ts ul MOIJ _ N� d n ° ° _ N N vi �o •o Allauspl 11DjulDa 00 ri iri �o r' r; � V +n `' d N (0) }uelol;jvo0 `► jjounl,I ( ao y) oJV 10 N N N (•UIW) OWLL po}Dlnwnooy '� ,� 4 +1► +n N I odJd•uwvwJl - I o t p CUM b }alul O} OWIL N c4 N N tn 1 t0 Jo •D}S O; •D}S x d o w F i }uvw6oS odJd I � t- ay. o Job Number: 93-714 Date: 03-23-94 ➢esign By: JJP Location: SOUTH WINDSOR Checked by:___ Description: FRENCH SOCIAL CLUB --------------------------------------------------------------------------- * Design Professionals, Inc. } # 441-C GOVERNORS HIGHWAY } # South Windsor, CT 06074 } # (203) 291-8755 } # Detention Basin Analysis - BASINA ver.1.02 # --------------------------------------------------------------------------- BASIN ANALYSIS --------------------------------------------------------------------------- STAGE / STORAGE ------------------------- Elev. Area Vol. ft. s.f. c.f. 74.00 5300.0 0 A* 75.00 6158.0 5729 A 76.00 7052.0 12334 A 77.00 7982.0 19051 A 78.00 8948.0 20316 A # - An A denotes that volumes computes by average end area, and a C indicates that volumes were computed by a conical method. Elevation at base of spillway: 74.00 Initial Pool Elevation: 74.00 OUTLET CHARACTERISTICS ---------------------- No. Type Flowline Description --- ---- -------- ------------------- 1 Circ. Orifice 74.00 Diameter, (in.)= 6.00, Cd= 0.60 2 Horiz. Grate 77.50 Perimeter (ft.)= 9.27, Flow Area (ft))= 3.29 3 Not Used 4 Not Used Job Number: 93-714 Date: 03-23-94 Design By: JJP Location: SOUTH WINDSOR Checked by:___ Description: FRENCH SOCIAL CLUB -------------------------------------------------- BASIN ANALYSIS ---------------------------------------------------- STAGE DISCHARGE DATA -------------------- Outlet #1 Outlet #2 Outlet #3 Outlet #4 Total Elev. Discharge Discharge Discharge Discharge Discharge ft. c.f.s. c.f.s c.f.s. c.f.s. c.f.s. 74.00 -- -- -- -- 0.00 75.00 0.82 -- -- -- 0.82 76.00 1.25 -- -- -- 1.25 77.00 1.57 -- -- -- 1.57 78.00 1.83 7.68 -- -- 9.51 Job Number: 93-714 Date: 03-23-94 Design By: JJP Location: SOUTH WINDSOR Checked by:___ Description: FRENCH SOCIAL CLUB Storm:2 year ------------------------------------------------------ BA5IN ANALYSIS ------------------------------------------------------------- TIME AND INFLOW DATA --------------------------------------- Time starts at 0.000 hrs., time increment 0.05E Hr. Baseflow+ is 0.00 cfs. HYDR06RAPH POINTS 1 2 3 4 5 6 7 8 9 10 ------------------------------------------------------- 00 0.0 3.7 7.4 7.4 7.4 7.4 5.3 1.6 0.0 0.0 10i 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 201 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 30! 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 40� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 501 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 60i 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 701 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 80; 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 901, 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100! 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 110! 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 120; 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 130! 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1401 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1501 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 160! 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1701 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 180i 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 190i 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2001 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2101 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 220: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2301 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2401 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2501 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 260: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2701 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2BOI 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2901 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Job Nupber: 93-714 Date: 03-23-94 Design By: JJP Location: SOUTH WINDSOR Checked by:... Description: FRENCH SOCIAL CLUB Storm:2 year --------------------------------------------------------------------------- >>> BA5IN ROUTIN6M Volume Volume Storage Time Inflow Outflow In Out Volume Elev. (hrs) (cfs) (cfs) (cf) (cf) (cf) (ft.) e -------------------------------------------------------------------------- 0.00 0.00 0.00 0 0 0 74.00 0.10 6.39 0.16 1162 20 1142 74.20 0.20 7.45 0.52 3814 144 3670 74.64 0.30 7.15 0.84 6491 395 6096 75.06 0.40 2.13 0.94 8274 720 7554 75.20 0.50 0.00 0.93 8494 1059 7436 75.26 0.60 0.00 0.91 8494 1389 7105 75.21 0.70 0.00 0.89 8494 1713 6781 75.16 0.80 0.00 0.87 8494 2029 6465 75.11 0.90 0.00 035 8494 233B 6156 75.06 1.00 0.00 0.83 8494 2639 5855 75.02 1.10 0.00 0.80 8494 2933 5561 74.97 1.20 0.00 0.76 8494 3212 5282 74.92 1.30 0.00 0.72 8494 3477 5017 74.88 1.40 0.00 0.68 8494 3729 4765 74.63 1.50 0.00 0.65 8494 3968 4526 74.79 1.60 0.00 0.62 8494 4196 4298 74.75 1.70 0.00 0.58 8494 4412 40B2 74.71 1.00 0.00 0.56 8494 4617 3877 74.68 1.90 0.00 0.53 8494 4B11 3683 74.64 2.00 0.00 0.50 8494 4996 3498 74.61 2.10 0.00 0.40 8494 5172 3322 74.50 2.20 0.00 0.45 8494 5339 3155 74.55 2.30 0.00 0.43 8494 5497 2997 74.52 2.40 0.00 0.41 8494 5648 2846 74.50 2.50 0.00 0.39 8494 5791 2703 74.47 2.60 0.00 0.37 8494 5926 2568 74.45 2.70 0.00 0.35 8494 6055 2439 74.43 2.80 0.00 0.33 8494 6178 2316 74.40 2.90 0.00 0.31 8494 6294 2200 74.3E 3.00 0.00 0.30 8494 6405 2089 74.36 3.10 0.00 0.28 8494 6510 1984 74.35 3.20 0.00 0.27 8494 6609 1885 74.33 3.30 0.00 0.26 B494 6704 1790 74.31 3.40 0.00 0.24 8494 6794 1700 74.30 3.50 0.00 0.23 8494 6B79 1615 74.28 3.60 0.00 0.22 8494 6960 1534 74.27 3.70 0.00 0.21 8494 7037 1457 74.25 3.80 0.00 0.20 8494 7110 1383 74.24 3.90 0.00 0.19 8494 7100 1314 74.23 4.00 0.00 0.18 8494 7246 1248 74.22 4.10 0.00 0.17 8494 7309 1185 74.21 4.20 0.00 0.16 8494 7368 1126 74.20 4.30 0.00 0.15 B494 7425 1069 74.19 4.40 0.00 0.15 8494 7478 1016 74.18 4.50 0.00 0.14 8494 7529 965 74.17 4.60 0.00 0.13 8494 7578 916 74.16 4.70 0.00 0.12 8494 7624 870 74.15 4.80 0.00 0.12 8494 7668 826 74.14 Job Number: 93-714 Date: 03-23-94 Design By: JJP Location: SOUTH WINDSOR Checked by:___ Description: FRENCH SOCIAL CLUB --------------------------------------------------------------------------- Volume Volume Storage Time Inflow Outflow In Out Volume Elev. (hrs) (cfs) (cfs) (If) (cf) (cf) (ft.) e -------------------------------------------------------------------------- 4.90 0.00 0.11 8494 7709 785 74.14 5.00 0.00 0.11 8494 7749 745 74.13 5.10 0.00 0.10 8494 7786 70B 74.12 5.20 0.00 0.10 B494 7822 672 74.12 5.30 0.00 0.09 6494 7855 639 74.11 5.40 0.00 0.09 8494 7887 607 74.11 5.50 0.00 0.08 8494 7918 576 74.10 5.60 0.00 0.08 8494 7947 547 74.10 5.70 0.00 0.07 8494 7974 520 74.09 5.80 0.00 0.07 8494 8000 494 74.09 5.90 0.00 0.07 8494 8025 469 74.08 6.00 0.00 0.06 8494 8049 445 74.00 6.10 0.00 0.06 8494 0071 423 74.07 6.20 0.00 0.06 8494 8092 402 74.07 6.30 0.00 0.05 8494 B112 302 74.07 6.40 0.00 0.05 8494 8132 362 74.06 6.50 0.00 0.05 8494 8150 344 74.06 6.60 0.00 0.05 8494 8167 327 74.06 6.70 0.00 0.04 8494 8184 310 74.05 6.00 0.00 0.04 8494 8199 295 74.05 6.90 0.00 0.04 8494 8214 280 74.05 7.00 0.00 0.04 8494 8228 266 74.05 7.10 0.00 0.04 8494 B241 253 74.04 7.20 0.00 0.03 8494 8254 240 74.04 7.30 0.00 0.03 8494 B266 228 74.04 7.40 0.00 0.03 8494 8278 216 74.04 7.50 0.00 0.03 8494 828B 206 74.04 7.60 0.00 0.03 8494 8299 195 74.03 7.70 0.00 0.03 8494 0309 185 74.03 7.80 0.00 0.03 8494 8318 176 74.03 7.90 0.00 0.02 8494 B327 167 74.03 8.00 0.00 0.02 8494 8335 159 74.03 B.10 0.00 0.02 8494 8343 151 74.03 8.20 0.00 0.02 8494 8351 143 74.03 8.30 0.00 0.02 8494 B358 136 74.02 8.40 0.00 0.02 8494 8365 129 74.02 0.50 0.00 0.02 8494 8371 123 74.02 0.60 0.00 0.02 8494 8377 117 74.02 8.70 0.00 0.02 B494 8383 111 74.02 8.80 0.00 0.02 8494 8389 105 74.02 8.90 0.00 0.01 8494 B394 100 74.02 9.00 0.00 0.01 8494 8399 95 74.02 9.10 0.00 0.01 B494 8404 90 74.02 9.20 0.00 0.01 8494 8408 86 74.01 9.30 0.00 0.01 8494 0413 81 74.01 9.40 0.00 0.01 8494 8417 77 74.01 9.50 0.00 0.01 B494 8421 73 74.01 9.60 0.00 0.01 8494 0424 70 74.01 9.70 0.00 0.01 8494 B42B 66 74.01 9.80 0.00 0.01 0494 8431 63 74.01 Job Number: 93-714 Date: 03-23-94 Design By: JJP Location: SOUTH WINDSOR Checked by:... Description: FRENCH SOCIAL CLUB --------------------------------------------------------------------------- Volume Volume Storage Time Inflow Outflow In Out Volume Elev. (hrs) (cfs) (cfs) (cf) (cf) (cf) (ft.) e -------------------------------------------------------------------------- 9.90 0.00 0.01 8494 0434 60 74.01 j ttttt ROUTING TERMINATED NORMALLY ff � Job Number: 93-714 Date: 03-23-94 Design By: JJP Location: SOUTH WINDSOR Checked by:... Description: FRENCH SOCIAL CLUB --------------------------------------------------------------------------- BASIN ANALYSIS SUMMARY OF OPERATION Maximum Inflow: 7.4 cfs at 0.12 hrs. Maximum Outflow: 0.9 cfs at 0.43 hrs. Maximum Storage: 160E cubic feet at Elevation 75.2E feet. Detention time: 1.4 hours. ***** ROUTING TERMINATED NORMALLY fft** Stop at 9.99 Input Data File: C:\HYDRO\BASIN\DAT\93-714.dat Output Device: C:\HYDRD\BASIN\TXT\714-2.txt Output interval: 0.10 Iteration control interval: 10 Job Number: 93-714 Date: 03-23-94 Design By: JJP Location: SOUTH WINDSOR Checked by:... Description: FRENCH SOCIAL CLUB Storm:10 year --------------------------------------------------------------------------- BASIN ANALYSIS --------------------------------------------------------------------------- TIME AND INFLOW DATA --------------------------------------- Time starts at 0.000 hrs., time increment 0.058 Hr. Baseflou is 0.00 cfs. HYDR06RAPH POINTS : 1 2 3 4 5 6 7 8 9 10 --------------------------------------------------------------------------- 0: 0.0 5.6 11.2 11.2 11.2 11.2 8.0 2.4 0.0 0.0 10: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 201 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o o.o 301 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o 401 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o 0.0 501 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 60: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 701 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 80: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 90: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 110: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 120: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 130: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 140: 0.0 " 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1501 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 160: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1701 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 180: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 190: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2001 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 210: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2201 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 230: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 240: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 250: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 260: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 270: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2801 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2901 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Job Number: 93-714 Date: 03-23-94 Design By: JJP Location: SOUTH WINDSOR Checked Description: FRENCH SOCIAL CLUB Storm:10 year --------------------------------------------------------------------------- ») BASIN R 0 U T I N 6 M Volume Volume Storage Time Inflow Outflow In Out Volume Elev. (hrs) (cfs) (cfs) (cf) (cf) (cf) (ft.) e -------------------------------------------------------------------------- 0.00 0.00 0.00 0 0 0 74.00 0.10 9.58 0.24 1742 30 1713 74.30 0.20 11.18 0.79 5722 215 5507 74.96 0.30 10.72 1.04 9739 549 9190 75.52 0.40 3.19 1.19 12414 957 11457 75.07 0.50 0.00 1.19 12744 13B7 11357 75.85 0.60 0.00 1.16 12744 1810 10935 75.79 0.70 0.00 1.13 12744 2222 10522 75.73 0.00 0.00 1.11 12744 2625 10119 75.66 0.90 0.00 1.08 12744 3018 9726 75.61 1.00 0.00 1.06 12744 3403 9342 75.55 1.10 0.00 1.03 12744 3778 8966 75.49 1.20 0.00 1.01 12744 4145 8599 75.43 1.30 0.00 0.98 12744 4503 8241 75.30 1.40 0.00 0.96 12744 4853 7891 75.33 1.50 0.00 0.94 12744 5195 7549 75.28 1.60 0.00 0.92 12744 5529 7215 75.23 1.70 0.00 0.90 12744 5855 6009 75.IB 1.80 0.00 0.87 12744 6174 6571 75.13 1.90 0.00 0.05 12744 64B5 6259 75.08 2.00 0.00 0.83 12744 6789 5955 75.03 2.10 0.00 0.B1 12744 7086 5658 74.99 2.20 0.00 0.77 12744 7370 5374 74.94 2.30 0.00 0.73 12744 7640 5104 74.89 2.40 0.00 0.69 12744 7896 4848 74.85 2.50 0.00 0.66 12744 8140 4605 74.BO 2.60 0.00 0.63 12744 8371 4373 74.76 2.70 0.00 0.59 12744 B591 4154 74.73 2.80 0.00 0.56 12744 8799 3945 74.69 2.90 0.00 0.54 12744 8997 3747 74.65 3.00 0.00 0.51 12744 9105 3559 74.62 3.10 0.00 0.48 12744 9364 33BO 74.59 3.20 0.00 0.46 12744 9534 3210 74.56 3.30 0.00 0.44 12744 9695 3049 74.53 3.40 0.00 0.41 12744 9840 2896 74.51 3.50 0.00 0.39 12744 9994 2750 74.48 3.60 0.00 0.37 12744 10132 2612 74.46 3.70 0.00 0.36 12744 10263 2401 74.43 3.80 0.00 0.34 12744 10380 2357 74.41 3.90 0.00 0.32 12744 10506 2238 74.39 4.00 0.00 0.30 12744 10618 2126 74.37 4.10 0.00 0.29 12744 10725 2019 74.35 4.20 0.00 0.27 12744 10827 1918 74.33 4.30 0.00 0.26 12744 10923 1821 74.32 4.40 0.00 0.25 12744 11014 1730 74.30 4.50 0.00 0.24 12744 11101 1643 74.29 4.60 0.00 0.22 12744 11104 1560 74.27 4.70 0.00 0.21 12744 11262 1482 74.26 4.80 0.00 0.20 12744 11337 1408 74.25 Job Nusber: 93-714 Date: 03-23-94 Design By: JJP Location: SOUTH WINDSOR Checked by:... Description: FRENCH SOCIAL CLUB --------------------------------------------------------------------------- Volume Volume Storage Time Inflow Outflow In Out Volume Elev. (hrs) (cfs) (Ifs) (If) (cf) (If) (ft.) e -------------------------------------------------------------------------- 4.90 0.00 0.19 12744 11407 1337 74.23 5.00 0.00 0.10 12744 11474 1270 74.22 5.10 0.00 0.17 12744 11538 1206 74.21 5.20 0.00 0.16 12744 11599 1145 74.20 5.30 0.00 0.16 12744 11656 108E 74.19 5.40 0.00 0.15 12744 11711 1033 74.18 5.50 0.00 0.14 12744 11763 981 74.17 5.60 0.00 0.13 12744 11812 932 74.16 5.70 0.00 0.13 12744 11059 805 74.15 5.80 0.00 0.12 12744 11903 841 74.15 5.90 0.00 0.11 12744 11946 799 74.14 6.00 0.00 0.11 12744 11986 758 74.13 6.10 0.00 0.10 12744 12024 720 74.13 6.20 0.00 0.10 12744 12060 684 74.12 6.30 0.00 0.09 12744 12094 650 74.11 6.40 0.00 0.09 12744 12127 617 74.11 6.50 0.00 0.08 12744 12150 586 74.10 6.60 0.00 0.08 12744 12107 557 74.10 6.70 0.00 0.00 12744 12215 529 74.09 6.80 0.00 0.07 12744 12242 502 74.09 6.90 0.00 0.07 12744 12267 477 74.08 7.00 0.00 0.06 12744 12291 453 74.08 7.10 0.00 0.06 12744 12314 430 74.08 7.20 0.00 0.06 12744 12335 409 74.07 7.30 0.00 0.06 12744 12356 388 74.07 7.40 0.00 0.05 12744 12375 369 74.06 7.50 0.00 0.05 12744 12394 350 74.06 7.60 0.00 0.05 12744 12412 333 74.06 7.70 0.00 0.05 12744 12428 316 74.06 7.00 0.00 0.04 12744 12444 300 74.05 7.90 0.00 0.04 12744 12459 285 74.05 8.00 0.00 0.04 12744 12474 271 74.05 8.10 0.00 0.04 12744 12487 257 74.04 8.20 0.00 0.03 12744 12500 244 74.04 8.30 0.00 0.03 12744 12512 232 74.04 8.40 0.00 0.03 12744 12524 220 74.04 8.50 0.00 0.03 12744 12535 209 74.04 8.60 0.00 0.03 12744 12545 199 74.03 8.70 0.00 0.03 12744 12555 189 74.03 8.80 0.00 0.03 12744 12565 179 74.03 8.90 0.00 0.02 12744 12574 170 74.03 9.00 0.00 0.02 12744 12582 162 74.03 9.10 0.00 0.02 12744 12591 154 74.03 9.20 0.00 0.02 12744 12598 146 74.03 9.30 0.00 0.02 12744 12606 139 74.02 9.40 0.00 0.02 12744 12613 132 74.02 9.50 0.00 0.02 12744 12619 125 74.02 9.60 0.00 0.02 12744 12625 119 74.02 9.70 0.00 0.02 12744 12631 113 74.02 9.80 0.00 0.02 12744 12637 107 74.02 Job Niaber: 93-714 Date: 03-23-94 Design By: JJP Location: SOUTH WINDSOR Checked by:___ Description: FRENCH SOCIAL CLUB --------------------------------------------------------------------------- Volume Volume Storage Time Inflow Outflow In Out Volume Elev. (hrs) (cfs) (cfs) (cf) (cf) (cf) (ft.) e -------------------------------------------------------------------------- 9.90 0.00 0.01 12744 12642 102 74.02 10.00 0.00 0.01 12744 12648 97 74.02 10.10 0.00 0.01 12744 12652 92 74.02 10.20 0.00 0.01 12744 12657 87 74.02 10.30 0.00 0.01 12744 12661 83 74.01 10.40 0.00 0.01 12744 12666 79 74.01 10.50 0.00 0.01 12744 12670 75 74.01 10.60 0.00 0.01 12744 12673 71 74.01 10.70 0.00 0.01 12744 12677 67 74.01 10.80 0.00 0.01 12744 12680 64 74.01 10.90 0.00 0.01 12744 12683 61 74.01 11.00 0.00 0.01 12744 12686 58 74.01 j tftt ROUTING TERMINATED NORMALLY # # Job Number: 93-714 Date: 03-23-94 Design By: JJP Location: SOUTH WINDSOR Checked by:... Description: FRENCH SOCIAL CLUB --------------------------------------------------------------------------- BASIN ANALYSIS SUMMARY OF OPERATION Maximum Inflow: 11.2 cfs at 0.12 hrs. Maximum Outflow: 1.2 cfs at .0.44 hrs. Maximum Storage: 11565 cubic feet at Elevation 75.88 feet. Detention time: 1.6 hours. MCI ROUTING TERMINATED NORMALLY Stop at 11.02 Input Data File: C:\HYDRO\BASIN\DAT\93-714.dat Output Device: C:\HYDRO\BASIN\T%T\714-10.txt Output interval: 0.10 Iteration control interval: 10 Job Number: 93-714 Date: 03-23-94 Design By: JJP Location: SOUTH NINDSOR Checked by:___ Description: FRENCH SOCIAL CLUB Storm:25 year --------------------------------------------------------------------------- BASIN ANALYSIS --------------------------------------------------------------------------- TIME AND INFLOW DATA --------------------------------------- Time starts at 0.000 hrs., time increment 0.058 Hr. Baseflow is 0.00 cfs. HYDR06RAPH POINTS 1 1 2 3 4 5 6 7 8 9 10 --------------------------------------------------------------------------- 01 0.0 6.6 13.3 13.3 13.3 13.3 9.5 2.8 0.0 0.0 101 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 201 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 30: 0.0 0.0 0.0 0.0 o.0 0.0 0.0 0.0 0.0 0.0 401 0.0 0.0 0.0 0.0 o.0 0.0 0.0 0.0 0.0 0.0 501 0.0 0.0 0.0 0.0 0.o 0.0 0.0 0.0 0.0 0.0 601 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 701 0.0 0.0 0.0 0.0 o.0 0.0 0.0 0.0 0.0 0.0 801 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 90: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1001 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1101 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1201 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1301 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1401 0.0 0.0 0.0 0.0 0.o 0.0 0.0 0.0 0.0 0.0 1501 0.0 0.0 0.0 0.0 0.o 0.0 0.0 0.0 0.0 0.0 1641 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1701 0.0 0.0 0.0 0.0 0.o 0.0 0.0 0.0 0.0 0.0 1801 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1901 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2001 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2101 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2201 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2301 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2401 0.0 0.0 0.0 0.0 0.0 o.0 0.0 0.0 0.0 0.0 2501 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2601 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2701 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 2801 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2901 0.0 0.0 0.0 0.0 0.0 o.0 0.0 0.0 0.0 0.0 Job Number: 93-714 Date: 03-23-94 Design By: JJP Location: SOUTH WINDSOR Checked by:___ Description: FRENCH SOCIAL CLUB Storm:25 year --------------------------------------------------------------------------- >>> BA5IN ROUTIN6M Volume Volume Storage Time Inflow Outflow In Out Volume Elev. (hrs) (cfs) (cfs) (cf) (cf) (cf) (ft.) e -------------------------------------------------------------------------- 0.00 0.00 0.00 0 0 0 74.00 0.10 11.36 0.29 2064 35 2029 74.35 0.20 13.25 0.87 6780 253 6527 75.12 0.30 12.71 1.16 11541 619 10922 75.79 0.40 3.78 1.31 14712 1070 13642 76.17 0.50 0.00 1.30 15102 1541 13561 76.16 0.60 0.00 1.29 15102 2007 13096 76.10 0.70 0.00 1.26 15102 2465 1263E 76.04 0.80 0.00 1.24 15102 2916 12187 75.98 0.90 0.00 1.21 15102 3357 11745 75.91 1.00 0.00 1.18 15102 3788 11314 75.85 1.10 0.00 1.16 15102 4209 10993 75.78 1.20 0.00 1.13 15102 4621 10482 75.72 1.30 0.00 1.10 15102 5023 10080 75.66 1.40 0.00 1.08 15102 5415 9687 75.60 1.50 0.00 1.05 15102 5799 9304 75.54 1.60 0.00 1.03 15102 6173 8929 75.48 1.70 0.00 1.00 15102 6539 8563 75.43 1.80 0.00 0.98 15102 6897 0206 75.37 1.90 0.00 0.96 15102 7246 7857 75.32 2.00 0.00 0.94 15102 7587 7516 75.27 2.10 0.00 0.91 15102 7920 7182 75.22 2.20 0.00 0.09 15102 8245 6B57 75.17 2.30 0.00 0.87 15102 8563 6539 75.12 2.40 0.00 0.85 15102 8874 6229 75.08 2.50 0.00 0.03 15102 9177 5925 75.03 2.60 0.00 0.81 15102 9473 5629 74.98 2.70 0.00 0.77 15102 9756 5347 74.93 2.90 0.00 0.73 15102 10024 5078 74.89 2.90 0.00 0.69 15102 10279 4823 74.84 3.00 0.00 0.66 15102 10521 4581 74.80 3.10 0.00 0.62 15102 10751 4351 74.76 3.20 0.00 0.59 15102 10970 4132 74.72 3.30 0.00 0.56 15102 1117E 3925 74.69 3.40 0.00 0.53 15102 11375 3728 74.65 3.50 0.00 0.51 15102 11562 3540 74.62 3.60 0.00 0.48 15102 11740 3363 74.59 3.70 0.00 0.46 15102 11909 3194 74.56 3.80 0.00 0.43 15102 12069 3033 74.53 3.90 0.00 0.41 15102 12221 2881 74.50 4.00 0.00 0.39 15102 12366 2736 74.48 4.10 0.00 0.37 15102 12503 2599 74.45 4.20 0.00 0.35 15102 12634 2468 74.43 4.30 0.00 0.34 15102 12750 2344 74.41 4.40 0.00 0.32 15102 12876 2227 74.39 4.50 0.00 0.30 15102 12987 2115 74.37 4.60 0.00 0.29 15102 13094 2009 74.35 4.70 0.00 0.27 15102 13195 1908 74.33 4.80 0.00 0.26 15102 13290 1812 74.32 Job Number: 93-714 Date: 03-23-94 Design By: JJP Location: SOUTH WINDSOR Checked by:___ Description: FRENCH SOCIAL CLUB --------------------------------------------------------------------------- Volume Volume Storage Time Inflow Outflow In Out Volume Elev. (hrs) (cfs) (cfs) (cf) (cf) (cf) (ft.) e -------------------------------------------------------------------------- 4.90 0.00 0.25 15102 13301 1721 74.30 5.00 0.00 0.23 15102 13468 1635 74.29 5.10 0.00 0.22 15102 13550 1552 74.27 5.20 0.00 0.21 15102 13628 1474 74.26 5.30 0.00 0.20 15102 13702 1400 74.24 5.40 0.00 0.19 15102 13772 1330 74.23 5.50 0.00 0.18 15102 13839 1263 74.22 5.60 0.00 0.17 15102 13902 1200 74.21 5.70 0.00 0.16 15102 13963 1140 74.20 5.80 0.00 0.15 15102 14020 1082 74.19 5.90 0.00 0.15 15102 14074 1028 74.10 6.00 0.00 0.14 15102 14126 976 74.17 6.10 0.00 0.13 15102 14175 927 74.16 6.20 0.00 0.13 15102 14222 881 74.15 6.30 0.00 0.12 15102 14266 B37 74.15 6.40 0.00 0.11 15102 14308 795 74.14 6.50 0.00 0.11 15102 14348 755 74.13 6.60 0.00 0.10 15102 14386 717 74.13 6.70 0.00 0.10 15102 14422 681 74.12 6.80 0.00 0.09 15102 14456 647 74.11 6.90 0.00 0.09 15102 14488 614 74.11 7.00 0.00 0.08 15102 14519 583 74.10 7.10 0.00 0.08 15102 14548 554 74.10 7.20 0.00 0.08 15102 14576 526 74.09 7.30 0.00 0.07 15102 14603 500 74.09 7.40 0.00 0.07 15102 14628 475 74.08 7.50 0.00 0.06 15102 14652 451 74.08 7.60 0.00 0.06 15102 14674 428 74.07 7.70 0.00 0.06 15102 14696 407 74.07 7.80 0.00 0.06 15102 14716 386 74.07 7.90 0.00 0.05 15102 14736 367 74.06 B.00 0.00 0.05 15102 14754 348 74.06 B.10 0.00 0.05 15102 14771 331 74.06 8.20 0.00 0.04 15102 14708 314 74.05 B.30 0.00 0.04 15102 14BO4 29B 74.05 8.40 0.00 0.04 15102 14819 283 74.05 8.50 0.00 0.04 15102 14833 269 74.05 8.60 0.00 0.04 15102 14847 256 74.04 8.70 0.00 0.03 15102 14059 243 74.04 8.80 0.00 0.03 15102 14872 231 74.04 B.90 0.00 0.03 15102 14883 219 74.04 9.00 0.00 0.03 15102 14894 208 74.04 9.10 0.00 0.03 15102 14905 19B 74.03 9.20 0.00 0.03 15102 14915 188 74.03 9.30 0.00 0.03 15102 14924 178 74.03 9.40 0.00 0.02 15102 14933 169 74.03 9.50 0.00 0.02 15102 14941 161 74.03 9.60 0.00 0.02 15102 14950 153 74.03 9.70 0.00 0.02 15102 14957 145 74.03 9.80 0.00 0.02 15102 14965 138 74.02 Job Number: 93-714 Date: 03-23-94 Design By: JJP Location: SOUTH WINDSOR Checked by:___ Description: FRENCH SOCIAL CLUB --------------------------------------------------------------------------- Volume Volume Storage Time Inflow Outflow In Out Volume Elev. (hrs) (cfs) (Ifs) (cf) (cf) (If) (ft.) e -------------------------------------------------------------------------- 9.90 0.00 0.02 15102 14971 131 74.02 10.00 0.00 0.02 15102 14978 124 74.02 10.10 0.00 0.02 15102 14984 118 74.02 10.20 0.00 0.02 15102 14990 112 74.02 10.30 0.00 0.02 15102 14996 107 74.02 10.40 0.00 0.01 15102 15001 101 74.02 10.50 0.00 0.01 15102 15006 96 74.02 10.60 0.00 0.01 15102 15011 91 74.02 10.70 0.00 0.01 15102 15016 87 74.02 10.80 0.00 0.01 15102 15020 82 74.01 10.90 0.00 0.01 15102 15024 7B 74.01 11.00 0.00 0.01 15102 15028 74 74.01 11.10 0.00 0.01 15102 15032 71 74.01 11.20 0.00 0.01 15102 15035 67 74.01 11.30 0.00 0.01 15102 15039 64 74.01 11.40 0.00 0.01 15102 15042 60 74.01 11.50 0.00 0.01 15102 15045 57 74.01 j f}ff{ ROUTING TERMINATED NORMALLY � tt Job Number: 93-714 Date: 03-23-94 Design By: JJP Location: SOUTH WINDSOR Checked by:... Description: FRENCH SOCIAL CLUB --------------------------------------------------------------------------- BASIN ANALYSI5 SUMMARY OF OPERATION Maximum Inflow: 13.3 cfs at 0.12 hrs. Maximum Outflow: 1.3 cfs at 0.44 hrs. Maximum Storage: 13784 cubic feet at Elevation 76.19 feet. Detention time: 1.8 hours. *tt*f ROUTING TERMINATED NORMALLY **If* Stop at 11.51 Input Data File: C:\HYDRO\BASIN\DAT\93-714.dat Output Device: C:\HYDRO\BASIN\TXT\714-25.txt Output interval: 0.10 Iteration control interval: 10 Job Nuaber: 93-714 Date: 03-23-94 Design By: JJP Location; SOUTH WINDSOR Checked by:___ Description: FRENCH SOCIAL CLUB Storm:50 year --------------------------------------------------------------------------- BASIN ANALYSIS --------------------------------------------------------------------------- TIME AND INFLOW DATA --------------------------------------- Time starts at 0.000 hrs., time increment 0.058 Hr. Baseflow is 0.00 cfs. HYDR06RAPH POINTS 1 2 3 4 5 6 7 8 9 10 --------------------------------------------------------------------------- 01 0.0 7.2 14.5 14.5 14.5 14.5 10.4 3.1 0.0 0.0 10! 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 20: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 301 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 40: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 501 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 60: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 701 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 80; 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 90: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100; 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 110; 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 120: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1301 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1401 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 150: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 160! 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1701 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 IB01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 190: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2001 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 210: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2201 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 230: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2401 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2501 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2601 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 270: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2B01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2901 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Job Number: 93-714 Date: 03-23-94 Design By: JJP Location: SOUTH WINDSOR Checked by:... Description: FRENCH SOCIAL CLUB Storm:50 year --------------------------------------------------------------------------- >>> BASIN ROUTIN6M Volume Volume Storage Time Inflow Outflow In Out Volume Elev. (hrs) (Ifs) (cfs) (cf) (cf) (cf) (ft.) e -------------------------------------------------------------------------- 0.00 0.00 0.00 0 0 0 74.00 0.10 12.42 0.31 2257 3B 2219 74.39 0.20 14.49 0.91 7415 274 7142 75.21 0.30 13.90 1.22 12621 659 11963 75.94 0.40 4.13 1.36 16089 1130 14959 76.35 0.50 0.00 1.36 16516 1622 14094 76.34 0.60 0.00 1.34 16516 2107 14408 76.28 0.70 0.00 1.32 16516 2586 13930 76.21 0.80 0.00 1.30 16516 3056 13459 76.15 0.90 0.00 1.28 16516 3520 12995 76.09 1.00 0.00 1.26 16516 3977 12539 76.03 1.10 0.00 1.23 16516 4426 12090 75.96 1.20 0.00 1.21 16516 4865 11651 75.90 1.30 0.00 1.18 16516 5294 11222 75.83 1.40 0.00 1.15 16516 5713 10803 75.77 1.50 0.00 1.12 16516 6122 10393 75.71 1.60 0.00 1.10 16516 6522 9994 75.65 1.70 0.00 1.07 16516 6913 9603 75.59 1.00 0.00 1.05 16516 7294 9221 75.53 1.90 0.00 1.02 16516 7667 B849 75.47 2.00 0.00 1.00 16516 8031 8495 75.42 2.10 0.00 0.9B 16516 0386 8129 75.36 2.20 0.00 0.95 16516 8734 7782 75.31 2.30 0.00 0.93 16516 9073 7442 75.26 2.40 0.00 0.91 16516 9405 7111 75.21 2.50 0.00 0.89 16516 972E 6707 75.16 2.60 0.00 0.87 16516 10045 6471 75.11 2.70 0.00 0.85 16516 10354 6162 75.07 2.80 0.00 0.83 16516 10655 5860 75.02 2.90 0.00 0.80 16516 10949 5567 74.97 3.00 0.00 0.76 16516 11228 5287 74.92 3.10 0.00 0.72 16516 11494 5022 74.8B 3.20 0.00 0.68 16516 11746 4769 74.83 3.30 0.00 0.65 16516 11906 4530 74.79 3.40 0.00 0.62 16516 12213 4302 74.75 3.50 0.00 0.59 16516 12429 4086 74.71 3.60 0.00 0.56 16516 12634 3881 74.69 3.70 0.00 0.53 16516 12829 36BG 74.64 3.80 0.00 0.50 16516 13015 3501 74.61 3.90 0.00 0.48 16516 13190 3325 74.50 4.00 0.00 0.45 16516 13357 3158 74.55 4.10 0.00 0.43 16516 13516 3000 74.52 4.20 0.00 0.41 16516 13667 2849 74.50 4.30 0.00 0.39 16516 13BIO 2706 74.47 4.40 0.00 0.37 16516 13946 2570 74.45 4.50 0.00 0.35 16516 14075 2441 74.43 4.60 0.00 0.33 16516 14197 2318 74.40 4.70 0.00 0.32 16516 14314 2202 74.38 4.80 0.00 0.30 16516 14424 2091 74.37 Job NumbeT: 93-714 Date: 03-23-94 Design By: JJP Location: SOUTH WINDSOR Checked by:___ Description: FRENCH SOCIAL CLUB --------------------------------------------------------------------------- Volume Volume Storage Time Inflow Outflow In Out Volume Elev. (hrs) (cfs) (cfs) (cf) (cf) (cf) (ft.) e -------------------------------------------------------------------------- 4.90 0.00 0.28 16516 14529 1986 74.35 5.00 0.00 0.27 16516 14629 1806 74.33 5.10 0.00 0.26 16516 14724 1792 74.31 5.20 0.00 0.24 16516 14814 1702 74.30 5.30 0.00 0.23 16516 14899 1616 74.28 5.40 0.00 0.22 16516 14980 1535 74.27 5.50 0.00 0.21 16516 15057 145E 74.25 5.60 0.00 0.20 16516 15131 1385 74.24 5.70 0.00 0.19 16516 15200 1315 74.23 5.80 0.00 0.18 16516 15266 1249 74.22 5.90 0.00 0.17 16516 15329 1186 74.21 6.00 0.00 0.16 16516 15389 1127 74.20 6.10 0.00 0.15 16516 15445 1070 74.19 6.20 0.00 0.15 16516 15499 1017 74.18 6.30 0.00 0.14 16516 15550 965 74.17 6.40 0.00 0.13 16516 15599 917 74.16 6.50 0.00 0.12 16516 15645 871 74.15 6.60 0.00 0.12 16516 15688 827 74.14 6.70 0.00 0.11 16516 15730 786 74.14 6.80 0.00 0.11 16516 15769 746 74.13 6.90 0.00 0.10 16516 15BO7 709 74.12 7.00 0.00 0.10 16516 15842 673 74.12 7.10 0.00 0.09 16516 15876 639 74.11 7.20 0.00 0.09 16516 15908 607 74.11 7.30 0.00 0.00 16516 15939 577 74.10 7.40 0.00 0.08 16516 15968 549 74.10 7.50 0.00 0.07 16516 15995 520 74.09 7.60 0.00 0.07 16516 16021 494 74.09 7.70 0.00 0.07 16516 16046 469 74.0E 7.80 0.00 0.06 16516 16070 446 74.08 7.90 0.00 0.06 16516 16092 423 74.07 8.00 0.00 0.06 16516 16113 402 74.07 8.10 0.00 0.05 16516 16134 382 74.07 8.20 0.00 0.05 16516 16153 363 74.06 8.30 0.00 0.05 16516 16171 344 74.06 8.40 0.00 0.05 16516 16188 327 74.06 B.50 0.00 0.04 16516 16205 311 74.05 8.60 0.00 0.04 16516 16220 295 74.05 8.70 0.00 0.04 16516 16235 2BO 74.05 8.80 0.00 0.04 16516 16249 266 74.05 B.90 0.00 0.04 16516 16263 253 74.04 9.00 0.00 0.03 16516 16275 240 74.04 9.10 0.00 0.03 16516 16287 22B 74.04 9.20 0.00 0.03 16516 16299 217 74.04 9.30 0.00 0.03 16516 16310 206 74.04 9.40 0.00 0.03 16516 16320 195 74.03 9.50 0.00 0.03 16516 16330 186 74.03 9.60 0.00 0.03 16516 16339 176 74.03 9.70 0.00 0.02 16516 16340 167 74.03 9.80 0.00 0.02 16516 16356 159 74.03 Job Number: 93-714 Date: 03-23-94 Design By: JJP Location: SOUTH WINDSOR Checked by:--- Description: FRENCH SOCIAL CLUB --------------------------------------------------------------------------- Volume Volume Storage Time Inflow Outflow In Out Volume Elev. (hrs) (cfs) (Ifs) (cf) (cf) (cf) (ft.) e -------------------------------------------------------------------------- 9.90 0.00 0.02 16516 16364 151 74.03 10.00 0.00 0.02 16516 16372 143 74.03 10.10 0.00 0.02 16516 16379 136 74.02 10.20 0.00 0.02 16516 16386 129 74.02 10.30 0.00 0.02 16516 16393 123 74.02 10.40 0.00 0.02 16516 16399 117 74.02 10.50 0.00 0.02 16516 16405 111 74.02 10.60 0.00 0.02 16516 16410 105 74.02 10.70 0.00 0.01 16516 IG415 100 74.02 10.80 0.00 0.01 16516 16421 95 74.02 10.90 0.00 0.01 16516 16425 90 74.02 11.00 0.00 0.01 16516 16430 86 74.01 11.10 0.00 0.01 16516 16434 81 74.01 11.20 0.00 0.01 16516 16430 77 74.01 11.30 0.00 0.01 16516 16442 73 74.01 11.40 0.00 0.01 16516 16446 70 74.01 11.50 0.00 0.01 16516 16449 66 74.01 11.60 0.00 0.01 16516 16453 63 74.01 11.70 0.00 0.01 16516 16456 60 74.01 j fttt ROUTING TERMINATED NORMALLY fffff Job Number: 93-714 Date: 03-23-94 Design By: JJP Location: SOUTH WINDSOR Checked by:___ Description: FRENCH SOCIAL CLUB --------------------------------------------------------------------------- BASIN ANALYSI5 SUMMARY OF OPERATION Maximum Inflow: 14.5 cfs at 0.12 hrs. Maximum Outflow: 1.4 cfs at 0.44 hrs. Maximum Storage: 15123 cubic feet at Elevation 76.37 feet. Detention time: 1.8 hours. fffff ROUTING TERMINATED NORMALLY fffff Stop at 11.79 Input Data File: C:\HYDRO\BASIN\DAT\93-714.dat Output Device: C:\HYDRO\BASIN\TXT\714-50.txt Output interval: 0.10 Iteration control interval: 10 Job Number: 93-714 Date: 03-23-94 Design By: JJP Location: SOUTH WINDSOR Checked by:___ Description: FRENCH SOCIAL CLUB Storm:100 year --------------------------------------------------------------------------- BASIN ANALYSIS --------------------------------------------------------------------------- TIME AND INFLOW DATA --------------------------------------- Time starts at 0.000 hrs., time increment 0.058 Hr. Baseflov is 0.00 ifs. HYDROBRAPH POINTS 1 2 3 4 5 6 7 8 9 10 --------------------------------------------------------------------------- 0: 0.o 7.9 15.7 15.7 15.7 15.7 11.2 3.4 0.0 0.0 to! 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 201 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.0 0.0 0.0 301 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 401 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 601, 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 70: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1101 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.0 90! 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100! 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 110: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1201 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 1301 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1401 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.0 o.0 1501 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 160: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1701 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o 180! 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 190! 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 200: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o 2101 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o 0.0 220: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2301 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o 2401 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o 2501 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.0 260; 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2701 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2B01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.0 290: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Job Nuaber: 93-714 Date: 03-23-94 Design By: JJP Location: SOUTH WINDSOR Checked by:___ Description: FRENCH SOCIAL CLUB Storm:100 year --------------------------------------------------------------------------- M B A S I N R 0 U T I N 6 M Volume Volume Storage Time Inflow Outflow In Out Volume Elev. (hrs) (cfs) (cfs) (cf) (cf) (cf) (ft.) e -------------------------------------------------------------------------- 0.00 0.00 0.00 0 0 0 74.00 0.10 13.49 0.34 2452 42 2411 74.42 0.20 15.73 0.95 8052 292 7759 75.31 0.30 15.09 1.28 13704 697 13007 76.09 0.40 4.49 1.42 17470 1187 16282 76.53 0.50 0.00 1.42 17933 1699 16234 76.52 0.60 0.00 1.39 17933 2205 1572E 76.45 0.70 0.00 1.37 17933 2703 15230 76.39 0.00 0.00 1.35 17933 3194 14739 76.32 0.90 0.00 1.33 17933 3677 14256 76.26 1.00 0.00 1.31 17933 4153 13780 76.19 1.10 0.00 1.29 17933 4621 13311 76.13 1.20 0.00 1.27 17933 5083 12850 76.07 1.30 0.00 1.25 17933 5537 12396 76.01 1.40 0.00 1.23 17933 5983 11949 75.94 1.50 0.00 1.20 17933 6419 11514 75.00 1.60 0.00 1.17 17933 6845 11088 75.81 1.70 0.00 1.14 17933 7261 10672 75.75 1.80 0.00 1.12 17933 7667 10266 75.69 1.90 0.00 1.09 17933 B064 9069 75.63 2.00 0.00 1.06 17933 8452 9481 75.57 2.10 0.00 1.04 17933 BB30 9102 75.51 2.20 0.00 1.02 17933 9200 8733 75.45 2.30 0.00 0.99 17933 9562 8371 75.40 2.40 0.00 0.97 17933 9915 8018 75.35 2.50 0.00 0.95 17933 10259 7673 75.29 2.60 0.00 0.92 17933 10596 7337 75.24 2.70 0.00 0.90 17933 10925 7008 75.19 2.80 0.00 0.88 17933 11247 6686 75.14 2.90 0.00 0.86 17933 11561 6372 75.10 3.00 0.00 0.04 17933 11867 6066 75.05 3.10 0.00 0.82 17933 12167 5766 75.01 3.20 0.00 0.78 17933 12456 5477 74.96 3.30 0.00 0.74 17933 12731 5202 74.91 3.40 0.00 0.71 17933 12993 4940 74.86 3.50 0.00 0.67 17933 13241 4692 74.B2 3.60 0.00 0.64 17933 13476 4457 74.78 3.70 0.00 0.61 17933 13700 4233 74.74 3.80 0.00 0.50 17933 13913 4020 74.70 3.90 0.00 0.55 17933 14115 3B18 74.67 4.00 0.00 0.52 17933 14306 3626 74.63 4.10 0.00 0.49 17933 14489 3444 74.60 4.20 0.00 0.47 17933 14662 3271 74.57 4.30 0.00 0.44 17933 14826 3107 74.54 4.40 0.00 0.42 17933 14982 2951 74.52 4.50 0.00 0.40 17933 15130 2803 74.49 4.60 0.00 0.38 17933 15271 2662 74.46 4.70 0.00 0.36 17933 15405 252E 74.44 4.80 0.00 0.34 17933 15532 2401 74.42 Job Number: 93-714 Date: 03-23-94 Design By: JJP Location: SOUTH WINDSOR Checked by:___ Description: FRENCH SOCIAL CLUB --------------------------------------------------------------------------- Volume Volume Storage Time Inflow Outflow In Out Volume Elev. (hrs) (cfs) (cfs) (cf) (cf) (cf) (ft.) e -------------------------------------------------------------------------- 4.90 0.00 0.33 17933 15652 2281 74.40 5.00 0.00 0.31 17933 15767 2166 74.38 5.10 0.00 0.29 17933 15876 2057 74.36 5.20 0.00 0.28 17933 15979 1954 74.34 5.30 0.00 0.27 17933 16077 1856 74.32 5.40 0.00 0.25 17933 16170 1763 74.31 5.50 0.00 0.24 17933 16259 1674 74.29 5.60 0.00 0.23 17933 16343 1590 74.28 5.70 0.00 0.22 17933 16423 1510 74.26 5.90 0.00 0.21 17933 16499 1434 74.25 5.90 0.00 0.20 17933 16571 1362 74.24 6.00 0.00 0.19 17933 16639 1294 74.23 6.10 0.00 0.18 17933 16704 1229 74.21 6.20 0.00 0.17 17933 16766 1167 74.20 6.30 0.00 0.16 17933 16824 1109 74.19 6.40 0.00 0.15 17933 16880 1053 74.18 6.50 0.00 0.14 17933 16933 1000 74.17 6.60 0.00 0.14 17933 16983 950 74.17 6.70 0.00 0.13 17933 17031 902 74.16 6.80 0.00 0.12 17933 17076 857 74.15 6.90 0.00 0.12 17933 17119 814 74.14 7.00 0.00 0.11 17933 17160 773 74.13 7.10 0.00 0.11 17933 17199 734 74.13 7.20 0.00 0.10 17933 17236 697 74.12 7.30 0.00 0.09 17933 17271 662 74.12 7.40 0.00 0.09 17933 17304 629 74.11 7.50 0.00 0.09 17933 17336 597 74.10 7.60 0.00 0.08 17933 17366 567 74.10 7.70 0.00 0.08 17933 17394 539 74.09 7.80 0.00 0.07 17933 17421 512 74.09 7.90 0.00 0.07 17933 17447 486 74.08 8.00 0.00 0.07 17933 17471 462 74.08 8.10 0.00 0.06 17933 17494 439 74.08 8.20 0.00 0.06 17933 17516 416 74.07 8.30 0.00 0.06 17933 17537 396 74.07 8.40 0.00 0.05 17933 17557 376 74.07 8.50 0.00 0.05 17933 17576 357 74.06 8.60 0.00 0.05 17933 17594 339 74.06 8.70 0.00 0.05 17933 17611 322 74.06 8.80 0.00 0.04 17933 17627 306 74.05 8.90 0.00 0.04 17933 17643 290 74.05 9.00 0.00 0.04 17933 17657 276 74.05 9.10 0.00 0.04 17933 17671 262 74.05 9.20 0.00 0.04 17933 17684 249 74.04 9.30 0.00 0.03 17933 17697 236 74.04 9.40 0.00 0.03 17933 17709 224 74.04 9.50 0.00 0.03 17933 17720 213 74.04 9.60 0.00 0.03 17933 17730 202 74.04 9.70 0.00 0.03 17933 17741 192 74.03 9.80 0.00 0.03 17933 17750 183 74.03 Job Number: 93-714 Date: 03-23-94 Design By: JJP Location: SOUTH WINDSOR Checked by:... Description: FRENCH SOCIAL CLUB --------------------------------------------------------------------------- Volume Volume Storage Time Inflow Outflow In Out Volume Elev. (hrs) (Ifs) (cfs) (cf) (cf) (cf) (ft.) e -------------------------------------------------------------------------- 9.90 0.00 0.02 17933 17759 173 74.03 10.00 0.00 0.02 17933 17768 165 74.03 10.10 0.00 0.02 17933 17776 156 74.03 10.20 0.00 0.02 17933 17784 149 74.03 10.30 0.00 0.02 17933 17792 141 74.02 10.40 0.00 0.02 17933 17799 134 74.02 10.50 0.00 0.02 17933 17806 127 74.02 10.60 0.00 0.02 17933 17812 121 74.02 10.70 0.00 0.02 17933 17010 115 74.02 10.80 0.00 0.02 17933 17824 109 74.02 10.90 0.00 0.01 17933 17029 104 74.02 11.00 0.00 0.01 17933 17835 98 74.02 11.10 0.00 0.01 17933 17839 93 74.02 11.20 0.00 0.01 17933 17844 89 74.02 11.30 0.00 0.01 17933 17849 84 74.01 11.40 0.00 0.01 17933 17853 80 74.01 11.50 0.00 0.01 17933 17857 76 74.01 11.60 0.00 0.01 17933 17861 72 74.01 11.70 0.00 0.01 17933 17B64 69 74.01 11.80 0.00 0.01 17933 17868 65 74.01 11.90 0.00 0.01 17933 17B71 62 74.01 12.00 0.00 0.01 17933 17874 59 74.01 j {*t*t ROUTIN6 TERMINATED NORMALLY t }f Job Number: 93-714 Date: 03-23-94 Design By: JJP Location: SOUTH WINDSOR Checked by:... Description: FRENCH SOCIAL CLUB --------------------------------------------------------------------------- BASIN ANALYSIS SUMMARY OF OPERATION Maximum Inflow: 15.7 cfs at 0.12 hrs. Maximum Outflow: 1.4 cfs at 0.44 hrs. Maximum Storage: 16470 cubic feet at Elevation 76.55 feet. Detention time: 1.9 hours. ***** ROUTIN6 TERMINATED NORMALLY *#*I* Stop at 12.06 Input Data File: C:\HYDRO\BASIN\DAT\93-714.dat Output Device: C:\HYDRO\BASIN\T%T\714-100.txt Output interval: 0.10 Iteration control interval: 10 EC6 it :cF1 i z0b 3 �--80 �lG•�/a..y— ••••-------�� +aar�aara�evasaaarswa�aasLvw Ect�2 _ IV6628'48'W 225.00• S66281480E 28&67" - _ IJI92' , 4 -- -- - i j 51 /// o { Q / loo, In -��--'�-466 49,.00' x Zt- DRAINAGE AREA MAP ` EXISTING CONDITIONS SCALE: I"= 100' i 80 of c_ Yk O� EREK NGlow 9 f. f ��rr J J � ` a a r r r r - n- / in i DRAINAGE AREA MAP PROPOSED CONDITIONS SCALE:I°=100' 10.NN sf,q< `own OP Soam ?du-"d Ot 9 � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 203 AREA CODE 644-2511 yOSOR,CotN / March 21, 1994 , CERTIFIED MAIL Peter DeMallie Design Professionals, Inc . 441C Governor' s Highway South Windsor, CT 06074 Dear Mr. DeMallie: Re: Appl.#94-07P and #94-12P, French Social Club Please be advised that the public hearing in the above matter has been scheduled for Tuesday, April 12 , 1994 at 8 : 00 p.m. in the Council Chambers of the South Windsor Town Hall, 1540 Sullivan Avenue. One sign, advertising the hearing, must be posted on the property for 10 consecutive days prior to the hearing, and must be clearly visible from the road. Please have the sign posted on Governor' s Highway Street by Friday, April 1, 1994 . Signs can be purchased in the Town Hall for $5 . 00 each. , Very ruly yours, Phylli M. Mann Recording Secretary Planning & Zoning Commission GTT CORP. , AS TRUSTEE FOR OVYX PROPERTIES REALTY TRUST 777 MAIN STREET HARTFORDa CT 0611S March 23, 1994 Mr. Peter DeXallie Design Professionals, Inc. 441C Governor's Highway South Windsor, CT 06074 Dear Mr. DeMallie: Please accept this letter as authorization to act Realty Truett to behalf of GTT Corp. , as trustee of onyx Proportion for the French submit site plan and resubdivision applicationste 'French Club") - The Social Club Building Association, Inc. purpose of this authorization is to allow the French Club to proceed with approvals for a 4+/- acre building lot and site plan approval for their new il club facility while co�tveyanee of the 26.8 acre tract is pending. This authorization will become null and void upon conveyance of GTT Of the subject property to the French Club or upcn Corp's purchase and sale agreement with the French Club or if the undersigned otherwise provides notice to You- Siric lYr t W. Zajko Vice President PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM TO: Jean Zurbrigen, Karl Reichle, Michael Gantick, Mel Stead, Fred Shaw, Sgt. Gerald Lewis, Fire Marshall Lanning, James Snow FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have received plans for the following project: # JeqO-0 7 Zone Acreage Subdivision_ Site Plan Residential No. of of /Units Commercial Industrial_ Location 5�� . jfc�E' (�TOV '�►c'rJtg�iu2�a Pal1L r� G��' L���v� e�7L � Project Description Sy�i�cti'z� /) �=� ' �� -S /dii Future Town-owned property involved? Yes_ No�C (a) new streets_ (existing frontage also)_ (b) new open space/recreation area .active passive_ (c) new detention area _ Planning Department comments �C Ui P�,i 1PDr' 1 Z Please let me know by if you will have comments on this application so at I can follow up with your department when I do a Planning Department report. RECEIVED MAR x:. 1994 PLANNING DEPARTMENT WINDSOR PLANNING DEPT. IN-HOUSE REFERRAL FORM TO: Jean Zurbrigen, Karl Reichle, Michael Gantick, Mel Stead, Fred Shaw, Sgt. Gerald Lewis, Fire Marshall Lanning, James FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have received p ans for ,the following project: # �) ��G7T ✓ t � Sv���( (� �,�� �udtrl ( � � + Zone Acreage Subdivision_ Site Plan Residential No. of of /Units Commercial Industrial_ Location• S c J-f el l i c-'. tTyy&,uJrf e,:�Nuor- {C Ll� - Project Description• ,SUbJcywu. 1 (1 Future Town-owned property involved? Yes_ No1z (a) new streets_ (existing frontage also)_ (b) new open space/recreation area .active_ passive_ (c) new detention area _ - ` Planning Department commentsP ��.� l`'� r� ( l 2— Please let me know by AV61 if you will have comments on this application so hat I can follow up with your department when I do a Planning Department report. ;1 $ Q A,0- a.� �larwas�Q WR 3 o issa ASST.TOWN CLERK LEGAL NOTICE TO BE PUBLISHED IN THE JOURNAL INQUIRER THURSDAY, APRIL 7 , 1994 AND THURSDAY, APRIL 14 , 1994 SOUTH WINDSOR - PLANNING & ZONING COMMISSION Notice is hereby given that there will be a public hearing on Tuesday, April 19 , 1994 at 8:00 p.m. in the Council Chambers of the South Windsor Town Hall to consider the following: 1 . Appl. #94-11P, Gaetano J. Bazzano - Resubdivision of ± 26 . 13 acres located on the north side of Beelzebub Road and east side of Charing Road, A-30 zone 2 . Appl . #94-07P, French Social Circle - Resubdivision of ± 4 acres located on the south side of Governor's Hwy and east side of Connecticut Ave. , I zone 3 . Appl . #94-12P, French Social Circle - Site Plan of Development for ± 4 acres located on the south side of Governor's Hwy and east side of Connecticut Ave. , I zone Copies of the plans are on file in the office of the Town Clerk and/or the Planning Department. At this hearing, interested persons may appear and be heard, and written recommendations will be received. Thomas A. Murrin, Chairman M E M O R A N D U M Date: April 19, 1994 To: Planning and Zoning Commission From: Marshall Montana I am disqualifying myself from By means of this memorandum,any/all participation in Matters concerning Appl, #94 -07 P, and #94=12P, French Social Circle MEMORANDUM: TO: Planning & Zoning Commission FROM: �L-t-7-V - RE: Disqualification DATE: l �� �q L By means of this memorandum, I am disqualifying myself from any/all participation in matters concerning: APPLICATION NO. NAME OF PROJECT REASON FOR DISQUALIFICATION r Commissioner FRENCH SOCIAL CIRCLE SUBDIVISION - PH 4/19/94 1 . Application for a one-lot resubdivision of 3 . 87 acres with frontage on Governor' s Highway, Industrial zone. The lot appears to meet our subdivision regulations . 2 . Public water and sewer are available in Governor' s Highway. The Supt. of Pollution Control has indicated that WPCA approval is not required. 3 . There are regulated wetlands on site. The IWA/CC approved this lot on March 23, 1994, with no unusual approval conditions . 4 . Since this lot is located in an industrial zone, site plan approval is required prior to any development of the property. There are no Planning Dept. modifications requested if this application is approved. Engineering Dept. notes that properties on Cody Circle which are shown as N/F Town of South Windsor and N/F Temple Beth Hillel are still in JMJ' s name in the assessor' s office. 10 4 N S t•,( o ` lown op Saum . G U 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 �`' AREA CODE 203/644-2511 �SO R•COCA May 16 , 1994 CERTIFIED MAIL French Social Circle Building Association, Inc . 9 John Street East Hartford, CT 06108 Dear Madam/Sir: Re: Appl . #94-07P, French Social Circle Resubdivision We are pleased to advise you that the Planning & Zoning Commission voted on May 10 , 1994 to approve with modifications the above- referenced application for a Resubdivision of ± 4 acres located on the south side of Governor' s Highway and east side of Connecticut Avenue, I zone as shown on plans prepared by Design Professionals, Inc . , Job No . 93-714 and dated February 18 , 1994 . This approval is subject to the following modifications: 1 . This approval is for 1 lot, numbered 1. 2 . Drainage and construction for this subdivision is subject to the approval of the Town Engineer. 3 . All lots shall be serviced by the Town of South Windsor sanitary sewer system and are subject to the approval of the Water Pollution Control Authority. 4 . Public water shall be supplied to this subdivision. 5 . This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission. 6 . All easements for conservation purposes, drainage or utilities, that may be required in connection with the approval of this subdivision, must be submitted on standard Town easement forms where appropriate, to this Commission prior to filing the mylars and issuance of building permits . All deeds for open space, public improvements and roadways must be submitted prior to request for Town acceptance; all deeds must be in accordance with the policy for accepting deeds and must be approved by the Engineering Department and Town Attorney. 7 . A drainage assessment fee in the amount of $50 shall be submitted to this Commission. SENDER: I also wish to receive the • Complete items 1 and/or 2 for additional services. ,p • Complete items 3,and 4a&b. following services (for an extra • Print your name and address on the reverse of this form so that we can fee): �+ return this card to you. > • Attach this form to the front of the mailpiece,or on the back if space 1. El Addressee's Address N� does not permit. + , • • Write"Return Receipt Requested"on the mailpiece below the article number. 2. ❑ Restri • The Return Receipt will show to whom the article was delivered and the date ti C delivered. Consult post for fee 3. Article Addressed to: 4a. Article Number P 094 595 °35 4b. Service Type 0 FRENCH SOCIAL CIRCLE BLDN ASSOC ❑ Registered Certified ❑.CO 4 y 9 JOHN STREET ❑ Express Mail ❑ Return Receipt for 91 ST HARTFORD, CT 06108 Merchandise of C 7. Date of Delivery a �/ 01 CC 5. S' nature (Ad s 1 8. Addressee's A di ss(Only if requested C� H and fee is paid) .20 F 6. Signature (Agent) PS Form 3811, December 1991 U.S.G.P.O.:1992-307-530 DOMESTIC RETURN RECEIPT j UNITED STATES POSTAL SERVICE " Official Business PENALTY FOR PRIVATE " USE TO AVOt6 PAYMENT le ss, OF POSTAGE,',6300- Print your name, address and ZIP Code here 94-07P • PZC - TOWN OF SOUTH WINDSOR • 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 RECE1VEO 7 1994 So.Windsor June 14, 1994 ll Marcia Banach, Planning Director i Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Dear Marcia: Re: French Club Subdivision Governors Highway South Windsor, Connecticut Project No. 93-714 Our client, the French Social Circle Building Association, Inc., hereby requests a 90 day extension from the original filing date for recording the subdivision plans in the office of the Town Clerk. Thank you. Sincerely, Design Professionals, Inc. By: Peter R. DeMallie Principal cc: Jacques Pelletier Larry P. Levesque, Esq. June 21, 1994 Marcia Banach, Planning Director Town of South Windsor 1540 Sullivan Avenue a J!/N 2 1994 w South Windsor, CT 06074 So.Wndw Manning Dept al � Dear Marcia: Q Re: French Club Subdivision Governors Highway South Windsor, Connecticut Project No. 93-714 Our client, the French Social Circle Building Association, Inc., hereby requests a second 90 day extension from the original filing date for recording the subdivision plans in the office of the Town Clerk. Thank you. Sincerely, Design Professionals, Inc. By. ",� 4 Peter R. DeMallie Principal cc: Jacques Pelletier Larry P. Levesque, Esq. y . 1000 .t.( LETTER OF TRANSMITTAL s 4�hOSOa�Ot PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE ( 203 ) 644-2511 TO: WE ARE SENDING YOU: P & Z initial plans (� Drainage comps 1 P & Z final plans Bond estimate requests Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other Correspondence Copies Appl. NO. -Project /3 %1 /Zt/L'71 G� rhtY� 3, S c iAda - j fir, 1. Yf•iat P ,£I THESE ARE TRANSMITTED as checked below: For review and comment For your file For your use Returned with revisions As requested Other PLEASE RETURN/COMMENT BY: COMMENTS: --b v Copy to: From: 94-07 p is Z)SPP~ mewo 3)is of Fg*jjc SogAws ci ✓gwjg c 4wom x oti 94-3 P wig Ram Dwis 'm&4 y�?F: sir � //J* July 22, 19.94 Peter DeMallie Design Professionals, Inc . 441C Governor' s Highway South Windsor, CT 06074 Dear Mr. DeMallie: Re: Appl . #94-07P, French Social Circle Subdivision Please be advised that the Planning and Zoning Commission voted on July 19 , 1994 to grant a 90-day extension for filing subdivision plans for the above-referenced subdivision in the Town Clerk' s office. The original filing deadline was August 30, 1994 ; the new filing deadline is November 28, 1994 . State statutes authorize one additional 90-day filing extension. If you wish to request an additional extension, please request in writing prior to that date. Very truly yours, PLANNING & ZONING COMMISSION Frank A. Castro Vice Chairman FAC/pmm July 22, 1994 Peter DeMallie Design Professionals, Inc. 441C Governor' s Highway South Windsor, CT 06074 Dear Mr. DeMallie: Re: Appl . #94-07P, French Social Circle Subdivision Please be advised that the Planning & Zoning Commission voted on July 19 , 1994 , to grant a second 90-day extension to file mylars for the above-referenced subdivision in the Town Clerk' s office. The new filing deadline is February 26, 1995 . This extension is the final extension permitted under Connecticut General Statutes Section 8-25 . Very truly yours, PLANNING & ZONING COMMISSION Frank A. Castro Vice Chairman FAC/pmm