Loading...
HomeMy WebLinkAbout96-32PX Site Plan of Development TOWN OF SOUTH WINDSOR, CONNECTICUT 4 't PLANNING & ZONING COMMISSION D D APPLICATION FORM #„ Application No. : 6 -3J, T� Date Received: / —c & 'Im 1996, Action/Public Hearing by: Receipt No. . /// a South Windsor APPLICANT: -Gerber Scientific Products, Inc. Musing & toning Commission ADDRESS: 30 South Satellite Road, South Windsor, CT 06074 OWNER OF RECORD ON LAND RECORDS Gerber Scientific, Inc. ADDRESS: 83 Gerber Road West, South Windsor, CT 06074 COMPLETE LOCATION OF PROPERTY: Corner of South Satellite Road and NutmeQ Road Sn nth Assessor's Map # V(P 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 06040 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 d. _ Open Space Subdivision (Public Hearing Required) _3. Special Exception to Article (Public Hearing Required) Y4. Site Plan of Development _5. General Plan of Development _6. Earth Filling [Sec. 101 and/or Earth Removal [Sec. 91 (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) : Gerber Scientific,Products, Inc. Gerber ific, Inc. Applicant Linda L. Bolick Property Owner Ronald B. Webster Facilities Manager Sr. Vice President (See reverse side for additional information) GG R 5 E-ft FARV lNG South SA'FeU,rC� ROAD �SEG'[ Db( PROPOSED RVNGF�` XsFtT, od2. �X�sT �NG 2un, a�,c S�rt�c-r vt D�[1E1�T .I3�t�N LIST OF INPUT DATA FOR TR-20 HYDRGLOGY*****i***ty=,**yius .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 01014 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 0,063 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 8 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 0,689 0.714 0.734 8 0,751 0,766 0,779 0,790 0,801 8 0,811 0.821 0,829 0.838 0.845 8 0.853 0.860 0,867 0.874 0.880 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 6 0.957 0.960 0.962 0.965 0.967 8 0,969 0.972 0,974 0,976 0.978 8 0.981 01983 0.985 0,987 0.989 8 0.991 0,993 0.995 0.997 0.990 8 1.0 110 1.0 110 110 9 ENDT8L •3 STRUCT 01 8 67.5 0.0 010 8 68.0 0.4 ,008 8 70.0 1,4 .182 8 72.0 2.0 ,528 8 73,0 2.3 .753 9 ENDTBL 6 RUNOFF 1 001 1 .0014 84.0 .23 1 6 RESVDR 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 BERBER PARKING ADDITION SOUTH SATELLITE RD d!?L i_ PASS i REV PC 09/83(.2) PAGE 1 EXECUTIVE CONTROL OPERATION INCREM MAIN TIME INCREMENT = ,10 HOURS RECORD ID EXECUTIVE CONTROL OPERATION COMPUT FROM XSECTION I 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 INCREMENI = ,10 HOURS OPERATION RUNOFF CROSS SECTION I OUTPUT HYDROGRAPH= I 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) 12,21 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 HYDROSRAPH= 1 OUTPUT HYDROGRAPH= 5 SURFACE ELEVATION= 67,50 - = a WARNING-NO PEAK FOUND, MAXIMUM DISCHARGE _ ,08 CFS, PEAK TIME(HRS) PEAK. DISCHARGE(CFS) PEAT: ELEVATION(FEET) 24.20 ,06 67.60 12.60 ,74 68.66 TIME(HRS) FIRST HYDROGRAPH 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 DISCHS .01 .02 ,02 .02 ,02 .02 .02 .03 .03 ,03 8,00 ELEV 67.52 67.52 67,52 67,52 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 DISCHS ,06 .07 ,07 ,08 .08 .09 .09 ,10 .11 ,12 10100 ELEV 67,58 67,58 67,59 67,59 67,60 67,61 67,62 67,63 67.63 67.64 11,00 DISCHS .13 ,14 .15 .16 ,18 .20 .22 .26 ,33 14i 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 DISCHS ,45 ,51 .57 .66 ,71 ,73 .74 ,73 .72 ,71 12,00 ELEV 68,t0 68,22 68,37 68,52 68.62 68,67 68.68 68,66 68,64 68,61 13.00 DISCHS .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 .39 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 DISCHS .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 GERBER PARKINS ADDITION SOUTH SATELLITE RD JOB I PAS i REV PC 09/83(.2) PA;-IF 67.66 67.65 67.65 67,65 67,65 67,65 67,64 67,1.4 67,63 67.63 _ 17.00 DISCHS .09 .09 .08 .08 .fib .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 .06 .05 .05 .05 .05 ,06 106 .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 .O5 .05 .05 .05 1.05 .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 23.06 DISCHG .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 SO MI INPUT RUNOFF CURVE= 75. TIME OF CONCENTRATION= .35 HOURS INTERNAL HYDROSRAPH TIME INCREMENT= .0467 HOURS PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12,29 1,54 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 2.31 WATERSHED INCHES, 2.09 CFS-HRS, .17 ACRE-FEET; BASEFLOW = ,00 CFO. EXECUTIVE CONTROL OPERATION ENDCMP COMPUTATIONS COMPLETED FOR PASS 1 RECORD ID TR20 XEu 04-05-96 08:16 BERBER PARFTNq ADDITION SOUTH SATELLITE RD JOB 1 PASS 2 REV PC 09/83(.2) PAGE 3 EXECUTIVE CONTROL OPERATION COMPUT FROM XSECTION 1 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.= 1 STORM NO.=25 MAIN TIME INCREMENT = .10 HOURS OPERATION RUNOFF CROSS SECTION t OUTPUT HYDROGRAPH= I 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 1 INPUT HYDROGRAPH= 1 OUTPUT HYDROGRAPH= 5 SURFACE ELEVATION= 67.50 WARNING-NO PEAK FOUND, MAXIMUM DISCHARGE _ .10 CFS. PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 24.20 .10 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 DISCHG .00 .00 .01 ,01 .01 .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 DISCHG .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 9.00 DISCHG .04 .05 .05 .05 .06 ,06 .06 .07 .07 .08 9.00 ELEV 67.56 67.56 67.57 67.57 67.57 67.58 67.58 67,59 67.59 67.60 10.00 DISCHG .08 .09 .09 .10 ,10 111 .12 ,13 .14 .15 10.00 ELEV 67.60 67.61 67,6t 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 .62 .81 .79 12.00 ELEV 68.15 68.30 68.46 68.65 68.78 68.83 68.85 68.84 68,91 68,78 13.00 DISCHG .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 DISCHG .59 .57 .55 .54 .52 .51 .49 .48 .46 45 14.00 ELEV 68.37 68.34 68,31 68.28 68.25 68.21 69.18 68.16 68.13 68.10 15.00 DISCHG .44 .42 41 .40 .32 .27 .23 .20 .t8 .17 15.00 ELEV 68.07 68.05 68.03 68.00 67.90 67.83 67.78 67.75 67173 67.71 16.00 DISCHG .16 .15 .14 .14 .14 .14 .13 ,13 .12 .12 16.00 ELEV 67.70 67,69 67,68 67.67 67,67 67.67 67.66 67.66 67.65 67,65 17.00 DISCHG .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 XEQ 04-05-96 08:16 GERBER PARKING ADIDITION SOUTH; SATELLITE RD JOB 1 PASS 2 REV PC 09/83(.2) ^ rACL 4 18,00 DISCH6 .08 ,08 .08 .08 .07 .07 .07 ,u7 .07 .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 DISCH6 .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 DISCH6 106 .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 DISCH6 .05 .05 .05 .05 .06 .05 .05 .05 ,05 .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 DISCHS .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 DISCHS .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 DISCHS .O6 .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 DISCH6 .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: DISCHARSE(CFS) PEAK ELEVATION(FEET) 12.29 1.86 (RUNOFF) RUNOFF VOLUME ABOVE BASEFILOW = 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 04-0:5-96 08:16 BFRBER PARKINS AW TION SOUTH SATELLITE RD JOB i SUMMARY REV PC 09f83(.2) PAGE 5 SUMMARY TABLE t - 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 PEAT: DISCHARBE STRUCTURE CONTROL DRAINAGE TABLE MOIST TIME ------------------------- RUNOFF -------------------------------------- ID OPERATION AREA 4 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 .0 4.80 24.00 3.11 --- 12.21 2.24 1597.8 STRUCTURE 1 RESVOR .00 3 2 .10 .0 4.80 24.00 3.1i 68.68 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 I STORM 25 XSECTION 1 RUNOFF �.00 3 2 .10 .0 5.40 24.00 3.67 --- 12.20 2.62 1870.5 STRUCTURE 1 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 .t0 .0 5.40 24.00 2.80 --- 12.29 1.86 1332.1 TR20 XED 04-05-96 08:16 GERBER PARKING ADDITION SOUTH SATELLITE RD jnB 1 SUMMARY REV PC 09/83t.2i PAGE 6 SUMMARY TABLE 3 - DISCHARGE (CFS) AT XSECTIONS AND STRUCTURES FOR ALL STORMS AND ALTERNATES XSECTION/ DRAINAGE STRUCTURE AREA STORM NUMBERS.......... ID (Sr MI) 10 25 STRUCTURE 1 .00 ALTERNATE i------ .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 ea , k. i4 s y � Date Location , ¢ ��' i Checked Date Circle one: Present ` 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 & T ! /Cp r• 1. ' Surface description (table 3-1) ............ 2. Manning's roughness coeff., n (table 3-1) .. �+ ��t4 3. Flow length, L (total L '< 300 ft) .......... ft Rob 4. Two-yr 24-hr rainfall. P2 .................. in 5. Land slope, s ft/ft ►Q Z 6. Tt - 0P00.5(n00.4 Compute Tt ...... hr 2 . s " Shallow concentrated flow Segment ID 7. Surface description (paveV or unpaved) .. 8. Flow length, L ............................. ft 9. Watercourse slope, 6 ....................... ft/ft 10. Average velocity, V (figure 3-1) ........... ft/s L + �11. Tt 3600 V Compute Tt ...... hr + Channel flow Segment ID '12. Cross sectional flow area, a ............... ft2 15. Wetted perimeter, p ft W. - . ....._. ._. -- - _ 14. Hydraulic radius, r - 8 Compute r ....... ft p w 15. Channel slope, s ........................... ft/ft 16.. Manning's roughness coeff. n" -- 17. V 1.49 r2/3 1/2 n s Compute V ....... ft/s 18. Flow length, L ............................. ft L 19. Tt 3600 V Compute Tt hrEE+ 4 20. Watershed or subarea Tc or Tt (add Tt in steps 6, 11, and 19) hr t. (210-VI-T%55, Second Ed.,June 1986) & -�D gD Fuss&O'Neill Inc. Consulting Engineers PREPARED DATE CHECKED DATE PROJECT NC BY BY Odm _ D4 5A�TEL_1 If SHEof N0. : , �- - - - # 4 - F i I j 1 i 77- E ._ - - — —n �— L jo vgc T&,r"I, , l �-, FO-#110 SOWN Sf, A 70-Wtl Ole sotdA VZfUl4lat 1540 SULLIVAN AVENUE . SOUTH WINDSOR, CONN. 06074 SOR-C AREA CODE 203/644-2511 June 20, 1996 CERTIFIED MAIL 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 p p p thln 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.