Loading...
HomeMy WebLinkAboutSite Plan of Development (6) � �e1 l� `►� F TOWN OF SOUTH WINDSOR, CONNECTICUT 46o, PLANNING & ZONING COMMISSION APPLICATION FORM Application No. : 6 .3.� -PY' Date Received: =16, ,im 1996, Action/Public Hearing by: Receipt No. i`// a South Windsor APPLICANT: -Gerber Scientific Products, Inc. Balking & Zoning Commission ADDRESS: 30 South Satellite Road, South Windsor, CT 06074 OWNER OF RECORD ON LAND RECORDS Gerber Scientific, Inc. ADDRESS: 83 Cerber Road West, South Windsor, CT 06074 COMPLETE LOCATION OF PROPERTY: Corner of South Satellite Road and Nutmm'r0 Road South Assessor's Map # '/6 Parcel # Zo Zone T NAME, ADDRESS, & TEL & FAX # OF PERSON TO WHOM INQUIRIES SHOULD BE Linda L. Bolick, Facilities Manager DIRECTED: Gerber Scientific Products, Inc. 151 Batson Drive, Manchester, CT 06M THIS APPLICATION IS FOR: (Check all that apply) : Phone: 860-645-2401 Fax: 860-645-2479 _1 . Zone Change to (Public Hearing required) 2. Subdivision/Resubdivision a. _ Subdivision _ Minor _ Major b. _ Resubdivision Minor Major (Public Hearing Required) c. _ Conditional Approval 5 d. _ Open Space Subdivision (Public Hearing Required) _3. Special Exception to Article (Public Hearing Required) Y4. Site Plan of Development V _5. General Plan of Development _6. Earth Filling (Sec. 101 and/or Earth Removal (Sec. 9] (Public Hearing Req) _7. Regulation Amendment: Zoning Subdivision _8. Amendment to Town Plan of Development _9. Temporary and Conditional Permit _10. Other (explain in detail) : Cerber rcientific Products, Inc. Gerber ific, Inc. — LL4 �y- A&i- Applicant Linda L. Bolick Property Owner Ronald B. Webster Facilities Manager Sr. Vice President (See reverse side for additional information) r� TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS JUN APPLICANT-0-1 1R6E R S C ISSN 4 l C P2o,bVG `r'S� TNT South Windsor PROJECT NAME At1>t-11owAL- IPA�2Kit��- Mining & Zoning commission 'This checklist must be signed by plan preparer (P.E./L.S.) declaring that all required information is provided. Items 1-7 are required for all applications; items 8-11 required where appropriate. .Check mark for each item supplied. 1. On each sheet for plans or maps, title block with the following information: ✓ a. Name, address and telephone of applicant. b. Name, address and telephone number of Land Surveyor or Professional Engineer. // c. Name of Development. ✓ d Date when drawings were made. 2. Key Map: overall map drawn to a scale of 1 inch equals 200 feet, which can be used overlay on Metropolitan District Maps. :This map will show the overall design of the Development and surrounding property within 500 feet. ✓ (ja---' Date block which gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, etc. b. Layout of buildings. c. Layout of streets and parking. d. Lines indicating proposed drainage system with direction arrows. e. Lines indicating sanitary sewer system with direction arrows. ✓ f. Names of surrounding property owners. ►� g. Proposed open spaces and recreation areas. ✓ h. Driveway cuts on surrounding properties. 3. Architectural Elevations: See attached checklist for Architecture and Design Review. 4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equals 40 feet on either of the following size sheets: (1) 24" x 36" with a 3/4" ruled margin; (2) 18" x 24" with a 1/2" ruled margin, containing the following data: a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. ( � b.=Proposed streets and street lines with center line station, curve data, and parking spaces. c. Building lines in accordance with zoning regulations. M©uE— d. Proposed buildings and other structures, including signs, outside lighting, and dumpsters (on concrete'pad and screened). AWN e. Easements, noting grantors, grantees, and purpose. f. Names of abutting property owners. g. Monuments will be indicated at corners and angles of all streets and at all points of curvature and tangency. In areas accessible to Metropolitan District Commission points, or other coordinated points, the monumented points within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these MDC points shall be determined by the Town Engineer. h. All open space or other common or public land uses shall be indicated. i. A-2 certification; P.E./L.S. Seal. 5. Topographic Map: A map drawn-to a scale of 1 inch to 40 feet on sheets not exceeding 24 inches by 36 inches, including ruled margins shall in addition to the requirements of the plot plans show the following: a. All existing and proposed buildings. b. Curb Lines and pavement width, sidewalks. c. Existing and proposed sanitary sewers. d. Existing and proposed water and gas main systems. g e. Present wooded area indicated by foliage lines. Any individual trees to be saved should be shown. - f. Existing and proposed contours shall be shown in not less than two-foot intervals, but in cases of relatively level land, the contours shall be one-foot intervals and spot elevations. 5fo`t J-L 9-VA Tv I oNs g. Regulated wetlands and 100-year floodplain or note that none are present. h. Proposed storm drainage system, showing all catch basins, endwalls, manholes, lengths and sizes of pipes. (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches. i. Connections of all springs into proposed storm drainage system as needed. j. Location and indications of existing brook channels, and 100-year flood limits. k. A-2 Certification; P.E./L.S. Seal. 6. 'Landscaping plan: - - �/ 7. Drainage calculations: - Zero Runoff Increase per attached guidelines. 8. Report: - 2 - 9. Plans and Profiles: A plan and profile of the proposed streets drawn on plan profile paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet vertically on sheets not exceeding 24 inches by 36 inches, including ruled margins and containing the following: a. Lay ut of streets in sections coordinated by stations with the profile. b. Stree plan showing roadways and drainage. c. Sight 1' a at driveway & street intersections. d. Profile f roadway showing existing and finished grades. Roadway profile will show all tang nt grade and all.vertical curve information. e. Profile 'll show all catch basins and all drainage lines between catch basins with all invert an top of frame elevations. Drainage lines will be shown and described as to material. _ f. Where any orm drainage line discharges into an existing brook sufficient profile of this brook 'll be shown to determine conditions. g. Metropolitan istrict Commission datum shall be used on all sites accessible to these controls. The Town Engineer shall, based on standard engineering practices, determine the easibility of these controls. h. Profiles shall sh w all sanitary sewer lines and manholes, including elevations, sizes, lengths, and slo s of pipes. Top of foundation elevations for building shall be shown. 10. Open Space Site Impro ement Plans: For sites which require or include a provision for open spaces, a plan whi h contains data for site improvement may be required. This map_ shall be drawn to a scale of 1 inch equals 40 feet. 11. Sanitary Report: Where ' ividual sanitary sewage disposal systems are proposed, the final plans shall include a 'tary Report certified by a Professional Engineer. The report shall demonstrate the easibility of the proposed individual systems; the report should deal with the area as a whole, discussing the following points: a. General nature and develop ent of surrounding area. b. Topography and natural drain a pattern. c. Subsurface conditions as shown y subsurface investigation, including soil absorption characteristics, ground water lev conditions, ledge rock, and general nature of soil. d. General description of type of dev opment contemplated. e. Detailed description of proposed sam sewage disposal facilities, indicating sizes for various ground conditions, materi s to be used, and the general layout pattern to . be used,etc. f. Special precautions that may be necessary o provide proper functioning of the . proposed disposal systems. g. map of general area with locations of all tests hown on proposed layout. h. Flood heights of any nearby streams, brooks, or rivers. - 3 - i. Test results and engineering evaluation per Section 4.13.5. All information required above is included in this application at the time of submission. e�- PIAN PREVARER P.E. L.S. DATE aLCuN rT, 1-4-1214 n --0GS May 17, 1995 F L)55 l - 4 - TR - Zd Cx6R {SER FARI? lNG South .SA1"e4,uTE Road �SEG'f. DOt PitoPOSEt RLPNaFr XsFct odZ 6X%s7lnu6 2un, a��c S-t,ftuc-r at DeTewT LIST OF INPUT DATA FOR TR-20 HYDROLDGY*****t***fyx**x*.s JOB TR-20 FULLPRINT SUMMARY NOPLOTS TITLE 001 GERBER PARKING ADDITION SOUTH SATELLITE R➢ 5 RAINFL 3 .20 8 0.0 0.002 0.004 0.006 0.008 8 0.010 0.012 0.014 0.016 0.018 8 0.020 0.022 0.024 0.027 0.029 8 0,031 0.034 0,036 01038 0.041 8 0.043 0.046 0.049 0.051 0.054 8 0.057 0.060 01063 0.066 0.069 8 0.072 0.075 0.079 0.082 0.085 8 0.089 0.093 0.097 0.103 0.109 8 0.115 0.121 0.127 0.134 0,140 8 0.148 0.155 0,163 0.171 0,180 6 0.189 0.199 0.210 0.222 0.235 8 0.250 0.266 0.287 0,312 0,363 8 0.500 0.638 0.699 0.714 0.734 8 0.751 0,766 0,779 0.790 0.801 r 8 0.811 0.821 0,829 0.838 0.845 8 0.853 0.860 0,867 0.874 0.680 8 0.886 0,892 0.898 0.903 0.908 8 01911 0.915 0.919 0.922 0.925 8 0,929 0,932 0.935 0.938 0.941 8 0.944 0,946 0.949 0.952 0,955 8 0.957 0,960 0.962 0.965 0,967 8 0,969 0.972 0.974 0,976 0.978 8 0.981 0.983 0.985 0,987 0.989 8 0.991 0,993 0,995 0.997 01990 8 1.0 1.0 1.0 110 1.0 9 ENDTBL 3 STRUCT 01 8 67.5 0.0 010 8 68.0 0,4 .008 8 70.0 1.4 .182 e 72.0 2.0 .528 8 73.0 2.3 .753 9 ENDTBL 6 RUNOFF 1 001 1 .0014 84.0 .23 1 6 RESVOR 2 01 1 5 67.5 1 1 1 1 6 RUNOFF 1 002 2 .0014 75.0 .35 1 1 ENDATA 7 INCREM 6 .10 7 COMPUT 7 001 002 0.0 4,8 1.0 3 2 01 10 ENDCMP 1 7 COMPUT 7 001 002 0.0 5.4 1.0 3 2 01 25 ENDCMP 1 ENDJOB 2 TR20 XEQ 04-05-96 08.16 GERBER PARKING ADDITION SOUTH SATELLITE RD if!ti 1 PASS 1 REV PC 09(83(.21 PAGE i EXECUTIVE CONTROL OPERATION INCREM MAIN TINE INCREMENT = .10 HOURS RECORD ID EXECUTIVE CONTROL OPERATION COMPUT FROM XSECTION 1 TO XSECTION 2 RECORD ID STARTING TIME = .00 RAIN DEPTH = 4.80 RAIN DURATION= 1.00 RAIN TABLE NO.= 3 ANT. MOIST. COND= 2 ALTERNATE NO.= 1 STORM NO,=10 MAIN TIME INCREMENT = .10 HOURS OPERATION RUNOFF CROSS SECTION 1 OUTPUT HYDROGRAPH= 1 AREA= .00 SO MI INPUT RUNOFF CURVE= 84. TIME OF CONCENTRATION= .23 HOURS INTERNAL HYDROGRAPH TIME INCREMENT= .0307 HOURS PEAK. TIME(HRS) PEAT; DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.21 2.24 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 3,11 WATERSHED INCHES, 2.81 CFS-HRS, .23 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RESVOR STRUCTURE I INPUT HYDROGRAPH= 1 OUTPUT HYDROGRAPH= 5 SURFACE EUVATION= 67.50 WARNING- NO PEAK FOUND, MAXIMUM DISCHARGE _ .08 CFS, PEAK-, TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 24.20 .08 67.60 12.60 .74 68.68 TIME(HRS) FIRST HYDRO5RAPH POINT = .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA .00 SQ.MI, 7.00 DISCHG .00 .00 ,00 .00 .00 .00 .00 .01 .01 .01 7.00 ELEV 67.50 67.50 67.50 67.50 67.50 67.50 67.50 67.51 67.51 67,51 8.00 DISCHG .01 .02 .02 .02 .02 .02 .02 .03 .03 .03 8.00 ELEV 67,52 67.52 67,52 6 7,52 67.52 67,53 67,53 67.53 67.53 67.54 9.00 DISCHS .03 .04 .04 .04 .04 .05 .05 .05 .05 .06 9.00 ELEV 67,54 67.54 67,55 67.55 67,55 67,56 67,56 67.56 67.57 67.57 10,00 DISCHG .06 .07 .07 .08 .08 .09 .09 .10 .11 .12 10.00 ELEV 67.58 67.58 67.59 67.59 67.60 67.61 67,62 67.63 67.63 67.64 11.00 DISCHG .13 .14 .15 .16 .18 .20 .22 .26 .33 .41 11.00 ELEV 67.66 67.67 67.68 67.70 67.72 67.75 67.78 67.83 67.92 68.02 . 12.00 DISCHG .45 .51 .59 .66 .71 .73 .74 .73 .72 71 12,00 ELEV 68.10 68,22 68.37 68,52 68.62 68.67 68.68 68.66 68.64 68.61 13,00 DISCHG .69 .67 .66 .64 .62 .60 .59 .57 .55 .54 13.00 ELEV 68.58 68.54 68.51 68,48 68.44 68.41 68.37 68.34 68.31 68.27 14.00 DISCHG .52 .51 .49 .48 .46 .45 .44 .42 .41 .37 14,00 ELEV 68.24 68.21 68.18 68.15 68.13 68.10 68,07 68.05 68.02 67.99 15.00 DISCHG ,31 .25 .21 .19 .17 .16 .15 .14 .14 .13 15.00 ELEV 67.88 67.81 67,77 67.74 67,71 67.70 67.69 67.68 67,67 67.67 16.00 DISCHS .13 .12 ,12 .12 .12 12 .11 .11 .11 .10 TR20 XED 04-05-96 08;16 SERRER PARKING ADDITION SOUTH SATELLITE RD JOB I PASS I REV PC 09/83(.2) PAGE 67.66 67.65 67.65 67,65 67.65 67.65 67.64 67.64 67.63 67.63 17.00 DISCHS .09 .09 .08 .08 .08 .08 .07 .07 .07 .06 17.00 ELEV 67.62 67.61 67.60 67.60 67.60 67.60 67.59 67.59 67.58 67.58 18.00 DISCHG .07 .07 .07 .07 .06 .06 .06 .06 .06 .06 18.00 ELEV 67.58 67.58 67.58 67.58 67.58 67.58 67.58 67.58 67.57 67.57 19.00 DISCHS .06 .06 106 .05 .05 .05 .05 ,06 .06 .06 19.00 ELEV 67.57 67.57 67.57 67.57 67.56 67.57 67.57 67.57 67.57 67.57 20.00 DISCHG .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 20.00 ELEV 67.57 67.56 67.56 67.56 67.56 67.56 67.56 67,56 67.56 67.56 21.00 DISCHG .05 .04 .05 .05 .05 .05 .04 .04 .04 .04 21.00 ELEV 67.56 67.55 67.56 67.56 67.56 67.56 67.56 67.55 67.55 67.55 22.00 DISCHS .04 .05 .05 .05 .04 .04 .04 .04 .04 .04 22.00 ELEV 67.55 67.56 67.56 67,56 67.56 67.55 67.55 67.55 67.55 67.55 23.00 DISCHS .04 .04 .04 .04 .04 .04 .04 .04 .03 .03 23.00 ELEV 67.55 67.55 67.55 67.55 67.55 67.55 67.55 67.55 67.54 67.54 24.00 DISCHG .05 .08 .08 .07 .05 .03 .02 .01 .01 .01- 24.00 ELEV 67.56 67.60 67.60 67.59 67.56 67.54 67.53 67.52 67.51 67.51 RUNOFF VOLUME ABOVE BASEFLOW = 3.11 WATERSHED INCHES, 2.81 CFS-HRS, .23 ACRE-FEET, BASEFLOW _ .00 CFS OPERATION RUNOFF CROSS SECTION 2 OUTPUT HYDROGRAPH= 2 AREA= �,00 SQ MI INPUT RUNOFF CURVE= 75. TIME OF CONCENTRATION .35 HOURS INTERNAL HYDROGRAPH TINE INCREMENT= .0467 HOURS PEAK TIME(HRS) PEAR DISCHARGE(CFS) PEAT; ELEVATION(FEET) 12,29 1.54 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 2.31 WATERSHED INCHES, 2.09 CFS-HRS) .17 ACRE-FEET; BASEFLOW-1 = .00 CFS EXECUTIVE CONTROL OPERATION ENDCMP COMPUTATIONS COMPLETED FOR PASS 1 RECORD ID TR20 XEQ 04-05-96 08:16 BERBER PARMS ADDITION SOUTH SATELLITE RD JOB 1 PASS 2 REV PC 09/83(,2) PAGE 3 EXECUTIVE CONTROL OPERATION COMPUT FROM XSECTION t TO XSECTION 2 RECORD ID STARTING TIME = .00 RAIN DEPTH = 5.40 RAIN DURATION= 1.00 RAIN TABLE NO.= 3 ANT. MOIST. COND= 2 ALTERNATE NO,= I STORM NO.=25 MAIN TIME INCREMENT = .10 HOURS OPERATION RUNOFF CROSS SECTION t OUTPUT HYDROGRAPH= 1 AREA= .00 SO MI INPUT RUNOFF CURVE= 84. TIME OF CONCENTRATION= .23 HOURS INTERNAL HYDROGRAPH TIME INCREMENT= .0307 HOURS PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.20 2.62 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 3.67 WATERSHED INCHES, 3,31 CFS-HRS, .27 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RESVOR STRUCTURE I INPUT HYDROGRAPH= t OUTPUT HYDROGRAPH= 5 SURFACE ELEVATION= 67.50 4§1 WARNING-NO PEAK FOUND, MAXIMUM DISCHARGE _ .10 CFS. PEAL: TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 24.20 ,t0 67.62 12.60 .82 68.85 TIME(HRS) FIRST HYDROGRAPH POINT = 00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .00 SO.Mi, 7.00 DISCHS .00 .00 .01 ,01 101 .01 .01 .01 .02 .02 7.00 ELEV 67.50 67.50 67.51 67.51 67.51 67.51 67,52 67.52 67.52 67,52 8.00 DISCHS .02 .02 .03 .03 .03 .03 .03 .04 .04 .04 8.00 ELEV 67.53 67.53 67.53 67,54 67.54 67.54 67,54 67.55 67.55 67.55 9.0{i DISuH6 .04 .05 .05 ,05 .06 .06 .06 .07 .07 .06 9100 ELEV 67.56 67,56 67.57 67.57 67.57 67,58 67.58 67,59 67.59 67.60 10.00 DISCHS .08 .09 .09 .10 .10 .11 .12 .13 .14 .15 10,00 ELEV 67.60 67.61 67,ht 67.62 67.63 67.64 67.65 67.66 67.67 67.68 11.00 DISCHG .16 .17 .18 20 .22 .24 .27 .32 .40 .42 11.00 ELEV 67.70 67.71 67.73 67,75 67.77 67.81 67.84 67.90 68.00 68.05 12.00 DISCHG .47 ,55 .64 .73 .79 .82 .82 .82 .81 .79 12.00 ELEV 68.15 68.30 68.48 68.65 68.78 68.83 68.85 68.84 68.81 68,78 13.00 DISCHS .77 .75 .74 .72 .70 .68 .66 .64 .62 .60 13.00 ELEV 68.74 68.71 68,67 68.63 68.60 68.56 68,52 68.48 68.44 68.41 14.00 DISCHS .59 ,57 .55 .54 .52 .51 .49 48 .46 45 14,00 ELEV 68.37 68.34 68,3t 68.28 68.25 69.21 68.18 68.16 68.13 68.10 15.00 DISCHS .44 .42 41 .40 .32 .27 .23 .20 118 .17 15.00 ELEV 68.07 68.05 68.03 68.00 67.90 67.83 67.78 67.75 67.73 67.71 16.00 DISCH6 .16 .15 .14 .14 ,14 ,14 .13 ,I3 .12 .12 16.00 ELEV 67.70 67,69 67a68 67.67 67.67 67.67 67.66 67.66 67.65 67,65 t7,00 DISCHS .11 .10 .09 .09 .09 .09 .09 .08 .08 .07 17.00 ELEV 67.64 67.62 67.62 67.61 67.61 67.61 67,61 67,60 67.60 67.59 TR20 XEb 04-05-96 08:16 GERBER PARKING ADDITION SOUTH SATELLITE RR JOB I PASS 2 REV PC 09/63(,2) PAu.E 4 18,00 DISCHG .08 ,0.8 ,08 .08 .07 .07 .07 ,07 .[,7 .07 18.00 ELEV 67.59 67,60 67,60 67.59 67.59 67,59 67.59 67,59 67,59 67,58 19.00 DISCHG .07 .07 .06 .06 .06 .06 .06 .06 .06 .06 19.00 ELEV 67.58 67.58 67.58 67.57 67.57 67.57 67.58 67.58 67.58 67.58 20.00 DISCHG 06 .06 06 .06 .06 .06 ,06 .06 .06 .05 20.00 ELEV 67.58 67.57 67.57 67.57 67.57 67.57 67.57 67.57 67.57 67.57 21.00 DISCHS .05 .05 .05 .05 .06 .05 .05 .05 105 .05 21.00 ELEV 67.56 67.56 67.56 67.57 67.57 67.57 67.56 67.56 67.56 67.56 22.00 DISCHG .05 ,05 .05 .05 .05 .05 .05 .05 .05 .05 22.00 ELEV 67.56 67.57 67.57 67.57 67.56 67.56 67.56 67.56 67.56 67.56 23,00 DISCHG .05 .05 .05 .05 .05 .05 .04 .04 .04 ,03 23,00 ELEV 67.56 67.56 67.56 67.56 67.56 67.56 67.56 67.55 67.54 67,54 24.00 DISCHG ,06 .09 .10 .08 .06 ,04 .03 .02 .01 .01 24.00 ELEV 67.57 67.61 67,62 67.60 67.57 67.55 67.53 67.52 67.51 67.51 25.00 DISCHS .00 25.00 ELEV 67,51 RUNOFF VOLUME ABOVE BASEFLOW = 3,66 WATERSHED INCHES, 3.31 CFS-HRS, .27 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RUNOFF CROSS SECTION 2 OUTPUT HYDROGRAPH= 2 AREA= .00 SQ MI INPUT RUNOFF CURVE= 75, TIME OF CONCENTRATION= .35 HOURS INTERNAL HYDROGRAPH TIME INCREMENT= .0467 HOURS - PEAK TIME(HRS) PEAT; DISCHARGE(CFS) PEAK ELEVATION(FEET) 12.29 1,86 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 2.80 WATERSHED INCHES, 2.53 CFS-HRS, .21 ACRE-FEET; BASEFLOW = ,00 CFS EXECUTIVE CONTROL OPERATION ENDCMP COMPUTATIONS COMPLETED FOR PASS 2 RECORD ID EXECUTIVE CONTROL OPERATION ENDJOB RECORD ID TR20 XEQ 04-05-96 08:16 6FRRFR PARKTNR ADDITION SOUTH SATELLITE RD JOB 1 SUMMARY REV PC 09183(.2) PACE 5 SUMMARY TABLE 1 - SELECTED RESULTS OF STANDARD AND EXECUTIVE CONTROL INSTRUCTIONS IN THE ORDER PERFORMED (A STAR(*) AFTER THE PEAK DISCHARGE TIME AND RATE (CFS) VALUES INDICATES A FLAT TOP HYDROGRAPH A QUESTION MARK(?) INDICATES A HYDROGRAPH WITH PEAK AS LAST POINT.) SECTION/ STANDARD RAIN ANTEC MAIN PRECIPITATION PEAK DISCHARGE STRUCTURE CONTROL DRAINAGE TABLE MOIST TIME ------------------------- RUNOFF --------------------------------I OPERATION AREA # COND INCREM BEGIN AMOUNT DURATION AMOUNT ELEVATION TIME RATE RATE (SQ MI) (HR) (HR) (IN) (HR) (IN) (FT) (HR) (CFS) (CSM) ALTERNATE_ i_ STORM 10 XSECTION i RUNOFF .00 3 2 .10 10 4,80 24.00 3.11 --- 12.21 2.24 1597.8 STRUCTURE 1 RESVOR .00 3 2 ,10 .0 4.80 24.00 3.11 68.6" 12.60 .74 527.5 XSECTION 2 RUNOFF .00 3 2 .10 .0 4.80 24.00 2.31 --- 12.29 1.54 1096.6 ALTERNATE 1 STORM 25 XSECTION 1 RUNOFF .00 3 2 .10 .0 5.40 24.00 3.67 --- 12.20 2.62 1870,5. STRUCTURE I RESVOR . .00 3 2 .10 .0 5.40 24,00 3.66 68.85 12.60 .82 588.8 XSECTION 2 RUNOFF ,00 3 2 .10 .0 5.40 24,00 2.80 --- 12.29 1.8b 1332.1 TR20 XEQ 04-05-96 0806 GERBER PARKINS ADDITION SOUTH SATELLITE RD JOB 1 SUMMARY REV PC 09183(.2) PAGE 6 SUMMARY TABLE 3 - DISCHARGE (CFS) AT XSECTIONS AND STRUCTURES FOR ALL STORMS AND ALTERNATES XSECTION/ DRAINAGE STRUCTURE AREA STORM NUMBERS.......... ID (SQ MI) 10 25 STRUCTURE_ i _ _ ,04 ~ALTERNATE 1 Y ` .74 .82 XSECTION 1 .00 -- ALTERNATE 1 2.24 2.62 XSECTION 2 .00 -- ALTERNATE �1 ----- 1.54 1.86 Worksheet 3: Time of concentration (Tc) or travel time (Tt) Project , k �8y Date Location ^ .eC � °+�° a, • Checked Date Circle one: Pre ent ' Develope i Circle one: c Tt through subarea NOTES: Space -for as many as two segments per flow type can be used for each worksheet. ' Include a map, schematic, or description of flow segments. Sheet flow (Applicable to Tc,only) Segment ID /&�� tr (/CQ r• 1. - Surface description (table 3-1) 2. Manning's roughness coeff., n (table 3-1) .. 7L Lt y r 3. Flow length, L (total L < 300 ft) .......... ft 4. Two-yr 24-hr rainfall, P2 in 5. Land slope, a ft/ft .011 Q b. Tt - + 0.007 (nL)0.8 P 0.5 s0.4 Compute Tt ...... hr ♦Z • 2 . - Shallow concentrated flow Segment ID 7. Surface description (paved-or unpaved) ..... 8. Flow length, L ............................. ft 9. Watercourse slope, s ....................... ft/ft 10. Average velocity, V (figure 3-1) ........... ft/s L .. L� 11. Tt •' 3600 V Compute Tt ...... hr + Channel flow Segment ID '12. Cross sectional flow area, a ............... ft 2 19. Wetted perimeter, p ... ft 14. Hydraulic radius, r - 8 Compute r ....... ft Pa 15. Channel slope, s ........................... ft/ft _.16.. Manning's roughness coeff.,•n - ; - -" - 1.49 r s 2/3 1/2 17. V - Compute V ft/s 18. Flom length, L ............................. ft 19. T L Compute T + c 3b00 V t •••••- hr 4 20. Watershed or subarea Tc or Tt (add Tt in steps 6, 11, and 19) hr (210-VI-T%55,Second Ed., June 1986) r �D FUSS&O'Neill Inc. Consulting Engineers PREPARED DATE CHECKED DATE PROJECT NC ODOjtBY BY SHE ET NO. of T� L 171- -4� 5-2 �4--1- L4, 77-0 , -A J— f--j 7", 1 -0- 104 "A ----- 4-1 --4 jr I. ------------------- j 1 '010 t-4- t Al I 71� FO-#110 ,SOW N SEA F Town oie SotdA ?v �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR CO AREA CODE 203/644-2511 June 20, 1996 CERTIFIED MA11L Linda L. Bolick, Facilities Manager Gerber Scientific Products, Inc. 151 Batson Drive Manchester, CT 06040 Dear Ms. Bolick: Re: Appl #96-32PX, Parking Lot Expansion for Gerber Scientific Products, Inc. We are pleased to advise you that the above referenced application was approved with modifications for a Site Plan of Development on property located on the corner of South Satellite Road and Nutmeg Road South, South Windsor as shown on plans prepared by Fuss & O'Neill, Inc., Job Number 88-354A1 and dated June 6, 1996. This approval is subject to the following modifications: 1. An as-built plan is required. 2. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. Black and white transparent mylars of Sheet # 1 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk within 90 days. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, Marcia A. Banach, AICP Director of Planning MAB/pmm cc: Town Engineer Fuss & O'Neill, Inc. d SENDER: a ■Complete items 1 and/or 2 for additional services. I also Wish to receive the r/► ■Complete items 3,4a,and 4b. following services(for an d ■Print your name and address on the reverse of this form so that we can return this card to you. extra fee): ■Attach this form to the front of the mailpiece,or on the back if space does not 1. ❑ Addressee's Address permit. d ■Write"Retum Receipt Requested'on the mailpiece below the article number. y .0 ■The Return Receipt will show to whom the article was delivered and the date 2 ❑ Restricted Delivery W 0 delivered. 0 Consult postmaster for fee. a a 3.Article Addressed to: a. g 4 Article Number P 259 184 720 EINDA L BOLICK, FACILITIES MGR 4b.Service Type 8"GERBER SCIENTIFIC PRODUCTS, INC. ❑ Registered xO Certified ¢ rn 151 BATSON DRIVE ❑ Express Mail ❑ Insured e W o*ANCHESTER, CT 06040 ❑ Return Receipt for Merchandise ❑ COD 0 a 7.Date of Deli ry ,o z � � F 5.Received By:(Print Name) 8.Addressee's Ad ress(Only if requested Y W and fee is paid) is¢ C c6.Sign ture: ddressee or Agent) f- 0 w PS Form W1, D ember 1994 Domestic Return Receipt