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Home My WebLink About24-09P Startline DevelopmentSOUTH SATELLITE ROADCON N E C T I C U T A V E N U E NUTME G R O A D S O U T H BARBARA ROADIMPERVIOUS COVERREAR YARDFRONT YARDSIDE YARDLOT WIDTHMAX.BUILDING COVERLOT AREA65%ZONE : I (INDUSTRIAL)100 FT.30,000 SFREQUIRED25 FT.35 FT.10 FT.ZONING DATA TABLE50%150 FT.LOT DEPTHPROPOSED773.27 FT.188,159 SF33.16 % 37.00 FT.227.00 FT.114.53 FT.16.05 %250.00 FT.PROPOSED PARKING CALCULATION :TOTAL REQUIRED = 35 ( 2 HANDICAP)TOTAL PROVIDED = 54 ( 2 HANDICAP)PROPOSED MANUFACTURING = 15,000 SF / 700 = 22EXISTING WETLAND AREA = 796 SFDISTURBED WETLAND AREA PROPOSED = 0 TOTAL UPLAND REVIEW AREA = 28,023 SF ( 0.64 ACRE )PROPOSED DISTURBED UPLAND REVIEW AREA :PROPOSED STORAGE BUILDING = 15,200 SF / 1250 = 13PROPOSED EV READY PARKING SPACES = 54 ( 7% ) = 3.78 ( 4 Provided )INTERIOR PARKING LOT LANDSCAPE CALCULATION :PROPOSED PARKING AREA & ACCESS DRIVES = 32,192 SF REQUIRED INTERIOR LANDSCAPE AREA = 32,192 x .10 = 3,219 SF INTERIOR LANDSCAPE AREA PROVIDED = 3,220 SF ( 10 % ) PROPOSED DRIVE, PARKING & GRADING = 13,437 SF ( 0.31 ACRE )STARTLINE DEVELOPMENT LLC.SOUTH WINDSOR, CONNECTICUT 06074BLOOMFIELD, CONNECTICUT(860) 242-8586 TELEPHONEPDS Engineering & Construction , Inc.107 OLD WINDSOR ROADAPPLICANT90, 100 & 120 SOUTH SATELLITE ROADSTARTLINE DEVELOPMENT LLC.OWNER:SHEET INDEXC-4C-3C-2CIVIL ENGINEERING:SITE DETAILSEROSION & SEDIMENTATION CONTROL PLANSITE GRADING & UTILITY PLANTITLE SHEETARCHITECTURAL:A-100FLOOR PLAN & EXTERIOR ELEVATIONSKEY MAP1"=200 FT.PROJECT SITE84000045Property Owners Within 500 Feet PROPERTY LINE REVISION & SITE PLAN APPROVALAPPLICATION SET DATED : 4-30-2024PROPERTY LINE REVISION PLANC-5LANDSCAPE PLANSL-1SITE LIGHTING PHOTOMETRIC PLANBLOOMFIELD, CONNECTICUT(860) 242-8586 TELEPHONE107 OLD WINDSOR ROAD84000085234000452340005284000125840001458400016184000175075000390750003184000150840001708400003065100088840000908400010084000120C-1C-7APPROVAL LETTERS & GENERAL NOTESC-6SITE LAYOUT PLANSITE DETAILSC-8 ALL UTILITIES TO BE INSTALLED UNDERGROUNDALL ROOF LEADERS SHALL BE TIED INTO STORM DRAINAGE SYSTEMPARCEL IS NOT AFFECTED BY 100 YEAR FLOOD PLAINGENERAL SITE PLAN NOTES:REGULATIONSHANDICAP PARKING STALLS SHALL BE MARKED IN ACCORDANCE WITH STATE AND TOWN FOR ADEQUACY AND SUITABILITY OF SPECIES IN THE LOCATIONS PROPOSED.ANY APPROVED LANDSCAPING WILL BE SUBJECT TO FINAL REVIEW BY THE TOWN PLANNER LOCATION ACCEPTABLE TO TOWN STAFF.ANY EXCESS EXCAVATED MATERIAL MUST BE DISPOSED OF IN A SUITABLE MANNER AND NO SIGNAGE PROPOSED FOR THIS APPLICATIONLOT CORNERS MUST BE PINNED.REQUEST FOR A BUILDING PERMIT. WHEN A CERTIFICATE OF OCCUPANCY IS REQUESTED, ALL ALL FRONT LOT CORNERS ARE TO BE PINNED/STAKED AT THE TIME OF SUBMITTAL OF A IN THE IMMEDIATED REVOCATION OF ANY PERMIT/APPROVAL GRANTED BY THE COMMISSION.SHOWN ON THE APPROVED PLANS, OR REQUIRED BY ANY REGULATORY AGENCY, MAY RESULT THE USE,STORAGE, OR DISPOSAL OF ANY MATERIALS NOT IN ACCORDANCE WITH WHAT IS HAVE BEEN STABILIZED TO THE SATISFACTION OF STAFF.REPAIR, REPLACEMENT OF ALL REQUIRED CONTROL MEASURES UNTIL ALL DISTURBED ARES DEVELOPER. IN ADDITION, THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE, DURING CONSTRUCTION OF ANY SITE IMPROVEMENTS SHALL BE IMPLEMENTED BY THE ANY ADDITIONAL SEDIMENT/EROSION CONTROL MEASURES DEEMED NECESSARY BY STAFF REQUEST FOR A CERTIFICATE OF OCCUPANCY.AN AS-BUILT PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO THENO STUMPS TO BE BURIED ON SITE.TOWN OF SOUTH WINDSOR.AS REQUIRED BY THE PLANNING AND ZONING COMMISSION, IS POSTED WITH THE FILLING, PAVEMENT OPERATIONS, ECT. SHALL COMMENCE UNTIL THE SITE ENGINEERING BOND, NO SITE IMPROVEMENTS SUCH AS DRAINAGE, SANITARY SEWER, SIDEWALKS, EXCAVATIONS, SERVICE.EROSION AND SEDIMENTATION CONTROL HANDBOOK " PREPARED BY THE SOIL CONSERVATION EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE " STANDARDS AND CONNECTICUT D.O.T. FORM 814,AS AMENDEDALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH TOWN OF SOUTH WINDSORSTRUCTURES AND PIPES, SANITARY SEWERS AND MANHOLES. SCHEDULE INSPECTION OF SUB-BASE, GRAVEL, PAVEMENT, SIDEWALKS, DRAINAGE THE DEVELOPER SHALL NOTIFY THE TOWN ENGINEER'S OFFICE 24 HOURS IN ADVANCE TO A DRAIN LAYERS PERMIT WILL BE REQUIRED TO INSTALL SANITARY SEWER SYSTEMC-1Bloomfield, Connecticut.06002PDS ENGINEERING &Telephone: (860) 242-8586 FAX (860) 242-8587107 Old Windsor RoadCONSTRUCTION, INC.APPROVAL LETTERS SITE PLAN NOTES STARTLINE DEVELOPMENT LLC.SEDIMENT & EROSION CONTROL NARRATIVE1. THE PROPOSED PROJECT INVOLVES THE FOLLOWING CONSTRUCTION:A. CONSTRUCTION OF A NEW 30,200 SQUARE FOOT BUILDING.B. CONSTRUCTION OF A TWO ENTRANCES FROM SOUTH SATELLITE ROAD FOR VEHICULAR/FIRE ACCESS.C. NEW STORMWATER COLLECTION AND MANAGEMENT SYSTEMS, CONSISTING OF NEW PIPING AND DETENTION BASIN.D. THE INSTALLATION OF DOMESTIC WATER; SANITARY SEWER; NATURAL GAS AND ELECTRIC SERVICE TO THE SITE.2. FOR THIS PROJECT, THERE ARE APPROXIMATELY 3.20 ACRES OF THE SITE BEING DISTURBED.3. THERE IS 796 SF OF WETLANDS LOCATED ON THE SITE.4. IT IS ANTICIPATED THAT CONSTRUCTION WILL BEGIN IN JULY OF 2024 AND WILL BE COMPLETED IN APPROXIMATELY 6 MONTHS.5. REFER TO THE CONSTRUCTION SEQUENCING AND EROSION AND SEDIMENTATION NOTES FOR INFORMATION REGARDING SEQUENCING OF MAJOR OPERATIONS INTHE ON-SITE CONSTRUCTION PHASES.6. STORMWATER MANAGEMENT DESIGN CRITERIA UTILIZES THE APPLICABLE SECTIONS OF THE 2004 CONNECTICUT STORMWATER QUALITY MANUAL TO THEEXTENT POSSIBLE AND PRACTICABLE FOR THIS PROJECT ON THIS SITE. EROSION AND SEDIMENTATION MEASURES ARE BASED UPON ENGINEERING PRACTICE,JUDGEMENT AND THE APPLICABLE SECTIONS OF THE 2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL.7. DETAILS FOR THE TYPICAL STORMWATER MANAGEMENT AND EROSION AND SEDIMENTATION MEASURES ARE SHOWN ON PLAN SHEET C-5.8. CONSERVATION PRACTICES TO BE USED DURING CONSTRUCTION AREA:A. STAGED CONSTRUCTION;B. MINIMIZE THE DISTURBED AREAS DURING CONSTRUCTION;C. STABILIZE DISTURBED AREAS AS SOON AS POSSIBLE WITH TEMPORARY OR PERMANENT MEASURES;D. MINIMIZE IMPERVIOUS AREAS;E. UTILIZE APPROPRIATE CONSTRUCTION EROSION AND SEDIMENTATION MEASURESSUGGESTED CONSTRUCTION SEQUENCETHE FOLLOWING SUGGESTED SEQUENCE OF CONSTRUCTION ACTIVITIES IS PROJECTED BASED UPON ENGINEERING JUDGEMENT AND BEST MANAGEMENTPRACTICES. THE CONTRACTOR MAY ELECT TO ALTER THE SEQUENCING TO BEST MEET THE CONSTRUCTION SCHEDULE, THE EXISTING SITE ACTIVITIES ANDWEATHER CONDITIONS.1. CONTACT TOWN OF SOUTH WINDSOR STAFF TO SCHEDULE A PRECONSTRUCTION MEETING. PHYSICALLY FLAG THE LIMITS OF CLEARING IN THE FIELD ASNECESSARY TO FACILITATE THE PRECONSTRUCTION MEETING..2. CONDUCT A PRECONSTRUCTION MEETING TO DISCUSS THE PROPOSED WORK AND EROSION AND SEDIMENTATION CONTROL MEASURE. THE MEETING SHOULD BEATTENDED BY THE OWNER, THE OWNER REPRESENTATIVE(S), THE GENERAL CONTRACTOR, DESIGNATED SUB-CONTRACTORS AND THE PERSON, OR PERSONS,RESPONSIBLE FOR THE IMPLEMENTATION, OPERATION, MONITORING AND MAINTENANCE OF THE EROSION AND SEDIMENTATION MEASURES. THE STORMWATERPOLLUTION CONTROL PLAN (SWPCP) AND CONSTRUCTION PROCEDURES FOR THE ENTIRE PROJECT SHALL BE REVIEWED AT THIS MEETING.3. NOTIFY TOWN OF SOUTH WINDSOR STAFF AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO COMMENCEMENT OF ANY DEMOLITION, CONSTRUCTION OR REGULATEDACTIVITY ON THIS PROJECT. NOTIFY CALL BEFORE YOU DIG AT 1-800-922-4455.4. REMOVE EXISTING IMPROVEMENTS AS NECESSARY AND PROVIDE MINIMAL CLEARING AND GRUBBING TO INSTALL THE REQUIRED CONSTRUCTION ENTRANCES.5. CLEAR AND GRUB AND DEMOLISH, AS REQUIRED, TO INSTALL THE PERIMETER EROSION AND SEDIMENTATION CONTROL MEASURES AND, IF APPLICABLE, TREEPROTECTION. WRAP FILTER FABRIC AROUND GRATES OF CATCH BASINS OR INSTALL FILTER SACKS ON EXISTING CATCH BASIN INLETS AS REQUIRED. ALL WETLANDAREAS AND EXISTING CATCH BASINS SHALL BE PROTECTED BEFORE MAJOR CONSTRUCTION BEGINS.6. PERFORM THE REMAINING CLEARING AND GRUBBING AND DEMOLITION AS NECESSARY. REMOVE CUT WOOD AND STUMPS. CHIP BRUSH AND SLASH ANDSTOCKPILE FOR FUTURE USE OR REMOVE OFF-SITE. REMOVE AND DISPOSE OF DEMOLITION DEBRIS OFF-SITE.7. REMOVE AND STOCKPILE TOPSOIL TO ITS DESIGNATED AREA. PROVIDE EROSION AND SEDIMENTATION CONTROL MEASURES AROUND THE STOCKPILE.TEMPORARILY SEED THE STOCKPILE WHEN STOCKPILING IS COMPLETED OR IF IT WILL NOT BE DISTURBED FOR THIRTY (30) DAYS OR MORE.8. CONSTRUCT THE TEMPORARY SEDIMENT TRAP/BASIN(S) OR DETENTION BASIN, IF UTILIZED AS A TEMPORARY SEDIMENT TRAP DURING CONSTRUCTION, ASSHOWN ON THE PLANS.9. TEMPORARILY SEED DISTURBED AREAS NOT UNDER CONSTRUCTION FOR THIRTY (30) DAYS OR MORE.10. EXCAVATE AND ROUGH GRADE.12. MAKE ALL CUTS AND FILLS REQUIRED. ESTABLISH THE ROUGH SUBGRADE FOR THE PARKING LOT AND DRIVEWAY AS REQUIRED, AND BENCH THE BUILDING PADTO A SUBGRADE. MAINTAIN A MINIMUM SETBACK AROUND THE BUILDING FOOTPRINT FOR CONSTRUCTION ACTIVITIES.13. INSTALL STORM DRAINAGE SYSTEM BEGINNING AT THE DOWNSTREAM END AND PROCEEDING UPGRADE. INSTALL UNDERGROUND DETENTION FACILITIES ASSHOWN ON THE GRADING AND DRAINAGE PLAN. INSTALL NECESSARY SEDIMENT CONTROLS FOR EACH NEW CATCH BASIN AS NEEDED.14. INSTALL ON REMAINING UTILITIES TO WITHIN FIVE (5) FEET OF THE BUILDING OR AS DIRECTED OTHERWISE.15. BEGIN BUILDING CONSTRUCTION.16. PREPARE SUBBASE, PARKING AREAS, SLOPES AND ACCESS DRIVES FOR FINAL GRADING.17. INSTALL PROCESSED AGGREGATE IN PARKING AREAS AND DRIVEWAYS.18. PLACE TOPSOIL WHERE REQUIRED AND COMPLETE PERIMETER LANDSCAPING.19. FINE GRADE, RAKE, SEED AND MULCH TO WITHIN TWO (2) FEET OF CURBING.20. AFTER SUBSTANTIAL COMPLETION OF THE BUILDING, COMPLETE REMAINING SITE WORK AND STABILIZE ALL DISTURBED AREAS.22. INSTALL THE BINDER COURSE OF THE PAVEMENT.23. INSTALL CURBING.24. COMPLETE EXTERIOR BUILDING CONSTRUCTION.25. FINE GRADE, RAKE, SEED AND MULCH DISTURBED AREAS AROUND THE INSTALLED CURBING.26. INSTALL PAVEMENT SURFACE COURSE.27. AFTER THE SITE IS STABILIZED AND WITH THE APPROVAL OF THE TOWN OF SOUTH WINDSOR STAFF, REMOVE PERIMETER EROSION AND SEDIMENTATIONCONTROLS AND ANY REMAINING TEMPORARY SEDIMENT TRAPS/BASINS.EROSION AND SEDIMENT CONTROL PLAN NOTES1. THE CONTRACTOR SHALL CONSTRUCT ALL SEDIMENT AND EROSION CONTROLS IN ACCORDANCE WITH THE 2002 CONNECTICUT GUIDELINES FOR SOIL EROSIONAND SEDIMENT CONTROL, LATEST EDITION, IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND AS DIRECTED BY THE CITY OF NEW BRITAIN. THECONTRACTOR SHALL KEEP A COPY OF THE CURRENT GUIDELINES ON-SITE FOR REFERENCE DURING CONSTRUCTION.ALL SEDIMENTATION AND EROSION CONTROLMEASURES, INCLUDING THE CONSTRUCTION OF TEMPORARY SEDIMENTATION TRAPS/BASINS, TEMPORARY DIVERSION SWALES AND ANTI-TRACKING PADS, SHALL BEINSTALLED PRIOR TO THE START OF CLEARING AND GRUBBING AND DEMOLITION OPERATIONS.2. THESE DRAWINGS ARE ONLY INTENDED TO DESCRIBE THE SEDIMENT AND EROSION CONTROL MEASURES FOR THIS SITE. ALL TEMPORARY EROSION AND SEDIMENTCONTROL MEASURES SHOWN ON THE EROSION & SEDIMENT CONTROL PLAN ARE SHOWN IN A GENERAL SIZE AND LOCATION ONLY. THE CONTRACTOR SHALL BERESPONSIBLE FOR ENSURING THAT ALL EROSION CONTROL MEASURES ARE CONFIGURED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION OF SOILSAND PREVENT THE TRANSPORT OF SEDIMENTS AND OTHER POLLUTANTS TO STORM DRAINAGE SYSTEMS AND/OR WATERCOURSES. ACTUAL SITE CONDITIONS ORSEASONAL AND CLIMATIC CONDITIONS MAY WARRANT ADDITIONAL CONTROLS OR CONFIGURATIONS WHEN DIRECTED BY THE ENGINEER.SEE SEDIMENT ANDEROSION CONTROL DETAILS AND SUGGESTED CONSTRUCTION SEQUENCE FOR MORE INFORMATION. REFER TO SITE PLAN FOR GENERAL INFORMATION AND OTHERCONTRACT PLANS FOR APPROPRIATE INFORMATION.3. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING THE SEDIMENT AND EROSION CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE PROPERINSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED WITH CONSTRUCTION ON THE SITE OF THE REQUIREMENTS ANDOBJECTIVES OF THIS PLAN, INFORMING THE GOVERNING AUTHORITY OR INLAND WETLANDS AGENCY OF ANY TRANSFER OF THIS RESPONSIBILITY, AND FORCONVEYING A COPY OF THE SEDIMENT & EROSION CONTROL PLAN IF THE TITLE TO THE LAND IS TRANSFERRED. COMPLY WITH REQUIREMENTS OF CGS SECTION22A, 430B FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES AND WITH DEP RECORD KEEPING AND INSPECTION REQUIREMENTS.4. A BOND MAY BE REQUIRED TO BE POSTED WITH THE GOVERNING AUTHORITY FOR THE EROSION CONTROL INSTALLATION AND MAINTENANCE.5. THE CONTRACTOR SHALL APPLY THE MINIMUM EROSION & SEDIMENT CONTROL MEASURES SHOWN ON THE PLAN IN CONJUNCTION WITH CONSTRUCTIONSEQUENCING, SUCH THAT ALL ACTIVE WORK ZONES ARE PROTECTED. ADDITIONAL AND/OR ALTERNATIVE SEDIMENT AND EROSION CONTROL MEASURES MAY BEINSTALLED DURING THE CONSTRUCTION PERIOD IF FOUND NECESSARY BY THE CONTRACTOR, OWNER, SITE ENGINEER, MUNICIPAL OFFICIALS, OR ANY GOVERNINGAGENCY. THE CONTRACTOR SHALL CONTACT THE OWNER AND APPROPRIATE GOVERNING AGENCIES FOR APPROVAL IF ALTERNATIVE CONTROLS OTHER THANTHOSE SHOWN ON THE PLANS ARE PROPOSED BY THE CONTRACTOR.6. THE CONTRACTOR SHALL TAKE EXTREME CARE DURING CONSTRUCTION SO AS NOT TO DISTURB UNPROTECTED WETLAND AREAS OR SEDIMENTATION ANDEROSION CONTROL MEASURES. THE CONTRACTOR SHALL INSPECT ALL SEDIMENT AND EROSION CONTROLS WEEKLY AND WITHIN 24 HOURS OF A STORM WITH ARAINFALL AMOUNT OF 0.2 INCHES OR GREATER TO VERIFY THAT THE CONTROLS ARE OPERATING PROPERLY AND MAKE REPAIRS WHERE NECESSARY.7. THE CONTRACTOR SHALL KEEP A SUPPLY OF EROSION CONTROL MATERIAL (HAY BALES, SILT FENCE, JUTE MESH, ETC.) ON-SITE FOR PERIODIC MAINTENANCEAND EMERGENCY REPAIRS.8. ALL FILL MATERIAL PLACED ADJACENT TO ANY WETLAND AREA SHALL BE GOOD QUALITY, WITH LESS THAN 5% FINES PASSING THROUGH A #200 SIEVE (BANKRUN), SHALL BE PLACED IN MAXIMUM ONE FOOT LIFTS, AND SHALL BE COMPACTED TO 95% MAX. DRY DENSITY MODIFIED PROCTOR OR AS SPECIFIED IN THECONTRACT SPECIFICATIONS.9. PROTECT EXISTING TREES THAT ARE TO BE SAVED BY FENCING AT THE DRIP LINE, OR AS DETAILED, WITH SNOW FENCE, ORANGE SAFETY FENCE, OREQUIVALENT FENCING. ANY LIMB TRIMMING SHOULD BE DONE AFTER CONSULTATION WITH AN ARBORIST AND BEFORE CONSTRUCTION BEGINS IN THAT AREA;FENCING SHALL BE MAINTAINED AND REPAIRED DURING CONSTRUCTION.10. ANTI-TRACKING PADS SHALL BE INSTALLED PRIOR TO ANY SITE EXCAVATION OR CONSTRUCTION ACTIVITY AND SHALL BE MAINTAINED THROUGHOUT THEDURATION OF ALL CONSTRUCTION. THE LOCATION OF THE TRACKING PADS MAY CHANGE AS VARIOUS PHASES OF CONSTRUCTION ARE COMPLETED.11. ALL CONSTRUCTION SHALL BE CONTAINED WITHIN THE LIMIT OF DISTURBANCE, WHICH SHALL BE MARKED WITH SILT FENCE, SAFETY FENCE, HAY BALES,RIBBONS, OR OTHER MEANS PRIOR TO CLEARING. CONSTRUCTION ACTIVITY SHALL REMAIN ON THE UPHILL SIDE OF THE SEDIMENT BARRIER UNLESS WORK ISSPECIFICALLY CALLED FOR ON THE DOWNHILL SIDE OF THE BARRIER. STAKED HAY BALES OR SILT FENCES SHALL ALSO BE INSTALLED AT THE DOWNHILL SIDES OFBUILDING EXCAVATIONS, DEWATERING PUMP DISCHARGES, AND MATERIAL STOCKPILES.12. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING. ALL EARTH STOCKPILES SHALL HAVE HAY BALES OR SILT FENCE AROUND THELIMIT OF PILE. PILES SHALL BE TEMPORARILY SEEDED IF PILE IS TO REMAIN IN PLACE AND UNDISTURBED FOR MORE THAN 30 DAYS.13. BLOCK THE OPEN UPSTREAM ENDS OF DETENTION BASIN/SEDIMENT TRAP OUTLET CONTROL ORIFICES UNTIL SITE IS STABILIZED AND BLOCK END OF STORMDRAINS IN EXPOSED TRENCHES WITH BOARDS AND SANDBAGS AT THE END OF EACH WORKING DAY WHEN RAIN IS EXPECTED.14. THE CONTRACTOR SHALL MAINTAIN A CLEAN CONSTRUCTION SITE AND SHALL NOT ALLOW THE ACCUMULATION OF RUBBISH OR CONSTRUCTION DEBRIS ONTHE SITE. PROPER SANITARY DEVICES SHALL BE MAINTAINED ON-SITE AT ALL TIMES. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID THESPILLAGE OF FUEL OR OTHER POLLUTANTS ON THE CONSTRUCTION SITE AND SHALL ADHERE TO ALL APPLICABLE POLICIES AND REGULATIONS RELATED TO SPILLPREVENTION AND RESPONSE/CONTAINMENT.15. METAL WASTE CONTAINERS SHALL BE PROVIDED AT THE SITE TO FACILITATE THE COLLECTION OF REFUSE MATERIAL GENERATED FROM CONSTRUCTIONACTIVITIES. SUCH MATERIAL SHALL NOT BE BURIED OR BURNED AT THE SITE.16. MINIMIZE LAND DISTURBANCES. SEED AND MULCH DISTURBED AREAS WITH TEMPORARY MIX AS SOON AS PRACTICABLE (2 WEEK MAXIMUM UNSTABILIZEDPERIOD) USING PERENNIAL RYEGRASS AT 40 LBS PER ACRE. MULCH ALL CUT AND FILL SLOPES AND SWALES WITH LOOSE HAY AT A RATE OF 2 TONS PER ACRE. IFNECESSARY, REPLACE LOOSE HAY ON SLOPES WITH EROSION CONTROL BLANKETS OR JUTE CLOTH. MODERATELY GRADED AREAS, ISLANDS, AND TEMPORARYCONSTRUCTION STAGING AREAS MAY BE HYDROSEEDED WITH TACKIFIER.17. SWEEP AFFECTED PORTIONS OF OFF SITE ROADS ONE OR MORE TIMES A DAY (OR LESS FREQUENTLY IF TRACKING IS NOTA PROBLEM) DURING CONSTRUCTION. FOR DUST CONTROL, PERIODICALLY MOISTEN EXPOSED SOIL SURFACES WITH WATER ON UNPAVED TRAVELWAYS TO KEEPTHE TRAVELWAYS DAMP. CALCIUM CHLORIDE MAY ALSO BE APPLIED TO ACCESS ROADS. DUMP TRUCK LOADS EXITING THE SITE SHALL BE COVERED.18. MAINTAIN ALL PERMANENT AND TEMPORARY SEDIMENT CONTROL DEVICES IN EFFECTIVE CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. UPONCOMPLETION OF WORK SWEEP PARKING LOTS, CLEAN THE STORM DRAINAGE SYSTEMS AND REMOVE ALL TEMPORARY SEDIMENT CONTROLS ONCE THE SITE ISFULLY STABILIZED AND APPROVAL HAS BEEN RECEIVED FROM THE TOWN ENGINEER.CONSTRUCTION OPERATION AND MAINTENANCE PLAN - BY CONTRACTORE&S MEASURECATCH BASIN FILTER BASKET/SEDIMENT BARRIERCONSTRUCTION ENTRANCEHAY BALESSILT FENCETOPSOIL/BORROW STOCKPILESINSPECTION SCHEDULEWEEKLY & WITHIN 24 HOURS OF RAINFALL > 0.2"DAILYWEEKLY & WITHIN 24 HOURS OF RAINFALL > 0.2"WEEKLY & WITHIN 24 HOURS OF RAINFALL > 0.2"DAILYMAINTENANCE REQUIREDREMOVE SEDIMENT WHEN IT REACHES 1/2 SEDIMENT VOLUME IN THE FABRICOR 1/2 THE HEIGHT OF THE BARRIERPLACE ADDITIONAL STONE, EXTEND THE LENGTH OR REMOVE AND REPLACETHE STONE. CLEAN PAVED SURFACES OF TRACKED SEDIMENT.REPAIR/REPLACE WHEN FAILURE, OR OBSERVED DETERIORATION, ISOBSERVED. REMOVE SILT WHEN IT REACHES 1/2 THE HEIGHT OF THE BALE.REPAIR/REPLACE WHEN FAILURE, OR OBSERVED DETERIORATION, ISOBSERVED. REMOVE SILT WHEN IT REACHES 1/2 THE HEIGHT OF THE FENCE.REPAIR/REPLACE SEDIMENT BARRIERS AS NECESSARY. SOUTH SATELLITE ROADN 65-06'-47" W732.00' ( New Lot Total )S 15-30'-43" W253.38'S 24-53'-13" W 250.00'N/F85 South Satellite Road, LLC85 South Satellite RoadPID - 3391N/FAHS Realty I, LLC30 South Satellite RoadPID - 3238Global Turbine Component LLC125 South Satellite RoadPID - 8515N/FLedyard Street LLC145 South Satellite RoadPID - 2650N/FLedyard Street LLC150 South Satellite RoadPID - 13152N/FHorseshoe Lane AssociatesS 65-06'-47" E773.27' ( Total )CONNECTICUT AVENUE244.00'244.00'244.00'S 24-53'-13" W 250.00' ( Lot Line to be Removed ) S 24-53'-13" W 250.00' ( Lot Line to be Removed )244.00'285.27'244.00'Existing Emergency Access Driveway35' Front Yard25' Rear Yard50' Buffer10' Side Yard10' Side Yard90 South Satellite Road66,159 S.F. 1.519 ACRESZone : I100 South Satellite Road61,000 S.F. 1.400 ACRESZone : I120 South Satellite Road61,000 S.F. 1.400 ACRESZone : IPROPOSED COMBINED LOT AREA 188,159 S.F. 4.319 ACRESZone : MF-AAZone : IZone : IZone : IZone : IZone : IPROPERTY LINE REVISION MAP1"=30 FT.015'30'60'IMPERVIOUS COVERREAR YARDFRONT YARDSIDE YARDLOT WIDTHMAX.BUILDING COVERLOT AREA65%ZONE : I (INDUSRIAL)100 FT.30,000 SFREQUIRED25 FT.35 FT.10 FT.ZONING DATA TABLE50%PROVIDED150 FT.LOT DEPTH773.27 FT.188,159 SF250.00 FT.BUFFER50 FT.50 FT.32.00'(easement)60.00'(easement)253.38' ( easement )S 24-27'-09" W42.29'90.40'S 09-05'-55" E82.12'S 15-30'-43" WS 15-30'43" W51.11'Existing Emergency Access& Utility EasementIn Favor of N/F Horseshoe LaneAssociates, LLCC-2Bloomfield, Connecticut.06002PDS ENGINEERING &Telephone: (860) 242-8586 FAX (860) 242-8587107 Old Windsor RoadCONSTRUCTION, INC.PROPERTY LINE REVISION STARTLINE DEVELOPMENT LLC. 24473CLPSOUTH SATELLITE ROADPROPOSED BUILDING30,200 SF503.33'60.00'N 65-06'-47" W732.00'S 65-06'-47" E773.27'S 15-30'-43" W253.38'WetlandsWetlandsS 24-53'-13" W 250.00'Finish Floor Elev. 69.00CONNECTICUT AVENUEN/F85 South Satellite Road, LLC85 South Satellite RoadPID - 3391N/FAHS Realty I, LLC30 South Satellite RoadPID - 3238N/FGlobal Turbine Component LLC125 South Satellite RoadPID - 8515N/FLedyard Street LLC145 South Satellite RoadPID - 2650N/FLedyard Street LLC150 South Satellite RoadPID - 13152N/FHorseshoe Lane AssociatesHYDHYDPavedApronExisting Emergency Access DrivewayExistingVAN VAN18.00 30.0022.0010.7218.0024.0017.7561.00 R5.00R20.00R10.00R10.00R5.00 TYP.12.00 12.00 63.00 18.0024.0020.00R10.00R 1 0 . 0 0R20.00R 5 . 0 08.008.0014.3322.0037.00 37.00136.5318.00 30.00 9.009.00 100.00Upland Review Area 100.00Upland Review Area50ft. Buffer25ft. Rear Yard35ft.Front Yard10ft.Side Yard 10ft.Side YardProposed TreelineExisting TreelineExisting TreelineNew Curb CutNew Curb Cut24474CLP25596EVERS25597CLP81.0036.0072.0036.0072.0036.0072.0036.0054.00SITE LAYOUT PLAN1"=30 FT.015'30'60'9.009.008.008.00 IMPERVIOUS COVERREAR YARDFRONT YARDSIDE YARDLOT WIDTHMAX.BUILDING COVERLOT AREA65%ZONE : I (INDUSTRIAL)100 FT.30,000 SFREQUIRED25 FT.35 FT.10 FT.ZONING DATA TABLE50%150 FT.LOT DEPTHPROPOSED773.27 FT.188,159 SF33.16 % 37.00 FT.227.00 FT.114.53 FT.16.05 %250.00 FT.PROPOSED PARKING CALCULATION :TOTAL REQUIRED = 35 ( 2 HANDICAP)TOTAL PROVIDED = 54 ( 2 HANDICAP)PROPOSED MANUFACTURING = 15,000 SF / 700 = 22EXISTING WETLAND AREA = 796 SFDISTURBED WETLAND AREA PROPOSED = 0 TOTAL UPLAND REVIEW AREA = 28,023 SF ( 0.64 ACRE )PROPOSED DISTURBED UPLAND REVIEW AREA :PROPOSED STORAGE BUILDING = 15,200 SF / 1250 = 13PROPOSED EV READY PARKING SPACES = 54 ( 7% ) = 3.78 ( 4 Provided )INTERIOR PARKING LOT LANDSCAPE CALCULATION :PROPOSED PARKING AREA & ACCESS DRIVES = 32,192 SF REQUIRED INTERIOR LANDSCAPE AREA = 32,192 x .10 = 3,219 SF INTERIOR LANDSCAPE AREA PROVIDED = 3,220 SF ( 10 % ) PROPOSED DRIVE, PARKING & GRADING = 13,437 SF ( 0.31 ACRE )10ft x 30ftLoading Area10ft x 30ftLoading AreaSupport (4) Future Provide Infrastructure to EV Level 2 Charging StationsBit. PavementBit. PavementBit. PavementBit. PavementBit. PavementDetention BasinNew Concrete SidewalkNew Concrete SidewalkNew Concrete SidewalkNew Concrete SidewalkC-3Bloomfield, Connecticut.06002PDS ENGINEERING &Telephone: (860) 242-8586 FAX (860) 242-8587107 Old Windsor RoadCONSTRUCTION, INC.SITE LAYOUT PLAN STARTLINE DEVELOPMENT LLC. WG25597CLPTF 71.66TF 71.75SMHTF 72.1325596EVERSSMHTF 70.73EXIST. CBTF 70.97SMHTF 71.14TF 69.99TF 70.01SMHTF 70.38WG24474CLP24473CLPSOUTH SATELLITE ROADPROPOSED BUILDING30,200 SF503.33'60.00'N 65-06'-47" W732.00'S 65-06'-47" E773.27'S 15-30'-43" W253.38'WetlandsWetlandsS 24-53'-13" W 250.00'Finish Floor Elev. 69.00CONNECTICUT AVENUEN/F85 South Satellite Road, LLC85 South Satellite RoadPID - 3391N/FAHS Realty I, LLC30 South Satellite RoadPID - 3238N/FGlobal Turbine Component LLC125 South Satellite RoadPID - 8515N/FLedyard Street LLC145 South Satellite RoadPID - 2650N/FLedyard Street LLC150 South Satellite RoadPID - 13152N/FHorseshoe Lane AssociatesHYDHYDPavedApronExisting Emergency Access DrivewayNew Curb CutNew Curb CutExisting100.00Upland Review Area 100.00Upland Review Area50ft. Buffer25ft. Rear Yard10ft.Side Yard 10ft.Side YardProposed TreelineExisting TreelineExisting TreelineINV. 66.27EXIST. CBTF 70.99INV. 66.27676866676969x 68.00x 68.50x 68.50 x 68.00 x 68.00 x 68.00 x 68.00 x 68.50 x 68.50 x 68.50 x 68.50 x 68.50 x 68.50 x 68.50 x 68.50 70x 69.25x 70.2035ft.Front Yardx 71.007070.25 x69.25 xx 71.55INV. 65.14INV. 65.21 (18")EXIST. CBEXIST. CBINV. 65.71 (12")TF 68.00TF 70.18INV. 65.79EXIST. CBTF 70.34INV. 65.61EXIST. CBEXIST. CBEXIST. CBINV. 67.16INV. 67.17UGE Detention BasinINV. 66.60 (12"out)Outlet StructureSITE GRADING & UTILITY PLAN1"=30 FT.015'30'60'GGGGGGGGGas GasGasGas Existing Gas MainSMH165 LF 12" ADS HP @ 0.5%Water MainWWWWW62LF 6" SDR35 SAN @ 2% 1 1/2" Domestic6"PVC Rainleader 6"PVC Rainleader68 707070x 69.00 x 69.00 x 69.00 x 69.00 INV.60.49 (exist)INV.64.00INV.62.75 (prop.)6665656969New Concrete SidewalkNew Concrete SidewalkNew Concrete SidewalkC-4Bloomfield, Connecticut.06002PDS ENGINEERING &Telephone: (860) 242-8586 FAX (860) 242-8587107 Old Windsor RoadCONSTRUCTION, INC.SITE GRADING & UTILITY PLAN STARTLINE DEVELOPMENT LLC. WG25597CLPTF 71.66TF 71.75SMHTF 72.1325596EVERSSMHTF 70.73EXIST. CBTF 70.97SMHTF 71.14TF 69.99TF 70.01SMHTF 70.38WG24474CLP24473CLPSOUTH SATELLITE ROADPROPOSED BUILDING30,200 SF503.33'60.00'WetlandsWetlandsFinish Floor Elev. 69.00CONNECTICUT AVENUEN/F85 South Satellite Road, LLC85 South Satellite RoadPID - 3391N/FAHS Realty I, LLC30 South Satellite RoadPID - 3238N/FGlobal Turbine Component LLC125 South Satellite RoadPID - 8515N/FLedyard Street LLC145 South Satellite RoadPID - 2650N/FLedyard Street LLC150 South Satellite RoadPID - 13152N/FHorseshoe Lane AssociatesHYDHYDPavedApronExisting Emergency Access DrivewayNew Curb CutExistingProposed TreelineExisting TreelineExisting TreelineINV. 66.27EXIST. CBTF 70.99INV. 66.276768666769697070INV. 65.14INV. 65.21 (18")EXIST. CBEXIST. CBINV. 65.71 (12")TF 68.00TF 70.18INV. 65.79EXIST. CBTF 70.34INV. 65.61EXIST. CBEXIST. CBEXIST. CBINV. 67.16INV. 67.17UGE Detention BasinINV. 66.60 (12"out)Outlet StructureEROSION & SEDIMENT CONTROL PLAN1"=30 FT.015'30'60'GGGGGGGGGas GasGasGas Existing Gas MainSMH165 LF 12" ADS HP @ 0.5%Water MainWWWWW62LF 6" SDR35 SAN @ 2% 1 1/2" Domestic6"PVC Rainleader 6"PVC Rainleader68 707070INV.60.49 (exist)INV.64.00INV.62.75 (prop.)6665656969Temporary TopsoilStockpiling AreaSilt FenceSilt FenceSilt FenceSilt FenceSilt FenceConstruction EntranceAnti-Tracking ApronNew Concrete SidewalkNew Concrete SidewalkNew Concrete SidewalkC-5Bloomfield, Connecticut.06002PDS ENGINEERING &Telephone: (860) 242-8586 FAX (860) 242-8587107 Old Windsor RoadCONSTRUCTION, INC.EROSION & SEDIMENTATION CONTROL STARTLINE DEVELOPMENT LLC. 24473CLPSOUTH SATELLITE ROADPROPOSED BUILDING30,200 SF503.33'60.00'WetlandsFinish Floor Elev. 69.00CONNECTICUT AVENUEN/F85 South Satellite Road, LLC85 South Satellite RoadPID - 3391N/FAHS Realty I, LLC30 South Satellite RoadPID - 3238N/FGlobal Turbine Component LLC125 South Satellite RoadPID - 8515N/FLedyard Street LLC145 South Satellite RoadPID - 2650N/FLedyard Street LLC150 South Satellite RoadPID - 13152HYDHYDExisting Emergency Access DrivewayVAN VAN100.00Upland Review Area50ft. BufferProposed TreelineExisting Treeline24474CLP25596EVERS25597CLPLANDSCAPE PLAN1"=30 FT.015'30'60'Landscape Stone Over Weed Fabric Landscape StoneOver Weed Fabric GrassGrassGrassGrassGrassGrassGrassMulchMulchMulchMulchMulchMulchMulchMulch LANDSCAPE SCHEDULEDetention BasinNew Concrete SidewalkNew Concrete SidewalkNew Concrete SidewalkNew Concrete SidewalkC-6Bloomfield, Connecticut.06002PDS ENGINEERING &Telephone: (860) 242-8586 FAX (860) 242-8587107 Old Windsor RoadCONSTRUCTION, INC.LANDSCAPE PLAN STARTLINE DEVELOPMENT LLC. C-7Bloomfield, Connecticut.06002PDS ENGINEERING &Telephone: (860) 242-8586 FAX (860) 242-8587107 Old Windsor RoadCONSTRUCTION, INC.SITE DETAILS STARTLINE DEVELOPMENT LLC. FINISHED GRADE ACCESSIBLE VAN PARKING BE FINED MIN $150 VIOLATORS WILL RESERVED REQUIRED PERMIT C-8 Bloomfield, Connecticut.06002 PDS ENGINEERING & Telephone: (860) 242-8586 FAX (860) 242-8587 107 Old Windsor Road CONSTRUCTION, INC.SITE DETAILSSTARTLINE DEVELOPMENT LLC. SOUTH SATELLITE ROADPROPOSED BUILDING30,200 SFFinish Floor Elev. 69.00CONNECTICUT AVE.N/F85 South Satellite Road, LLC85 South Satellite RoadPID - 3391N/FAHS Realty I, LLC30 South Satellite RoadPID - 3238N/FGlobal Turbine Component LLC125 South Satellite RoadPID - 8515N/FLedyard Street LLC145 South Satellite RoadPID - 2650N/FLedyard Street LLC150 South Satellite RoadPID - 13152HYDExisting Emergency Access DrivewayDetention BasinSITE LIGHTING PHOTOMETRIC1"=30 FT.015'30'60'Luminaire ScheduleSymbolQtyLabelArrangementLLFDescriptionLum. Watts12BSINGLE0.903WPC70UT4-CSBPCCR68.54ASINGLE0.903WPC100UT4-WCSBPCCR94.74ALL OF THE CUTOFF FIXTURES ARE MOUNTED AT 18'AAAABBBBBBBBBBBB0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.10.20.30.40.30.40.50.40.50.40.40.50.40.50.50.40.50.40.50.50.40.50.40.40.50.40.50.50.40.50.40.50.50.30.40.30.20.10.00.00.00.00.00.10.20.51.01.41.31.51.41.51.41.51.51.41.51.41.41.51.41.51.51.41.51.51.51.51.41.61.51.51.51.41.51.51.41.41.61.10.60.30.10.00.00.00.00.10.31.03.35.44.74.33.85.23.54.44.53.45.13.73.95.13.44.84.33.55.33.74.44.63.45.34.03.95.33.44.74.53.65.32.74.31.60.50.10.00.00.00.00.10.31.45.78.62.20.50.10.00.00.00.00.10.41.33.74.41.90.60.20.00.00.00.00.10.41.22.63.01.70.60.20.10.00.00.00.10.41.45.27.62.20.60.20.00.00.00.00.10.31.34.77.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.06.31.90.50.10.00.00.00.00.10.30.71.41.60.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.60.90.30.10.00.00.00.00.00.10.20.30.30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.30.20.10.00.00.00.00.00.00.00.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0SL-1Bloomfield, Connecticut.06002PDS ENGINEERING &Telephone: (860) 242-8586 FAX (860) 242-8587107 Old Windsor RoadCONSTRUCTION, INC.STARTLINE DEVELOPMENT LLC. SITE LIGHTING PHOTOMETRIC 1"= 20 FT.SOUTH ELEVATION1"= 20 FT.NORTH ELEVATION1"= 20 FT.EAST ELEVATION1"= 20 FT.WEST ELEVATION12x14 OHDElec.ServiceSink (typ)Gas Meter (typ)Elec.PanelMeter Bank(typ)1"= 20 FT.FLOOR PLANUnit #1Unit #2Unit #3 Unit #4 Unit #24Metal Wall Partition (typ)12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHDUnit #5 Unit #6 Unit #7 Unit #8 Unit #9 Unit #10Unit #11Unit #12Unit #13Unit #14Unit #15Unit #16Unit #17Unit #18Unit #19Unit #20Unit #21Unit #22Unit #233 Hour Fire Wall 3 Hour Fire Wall A-100Bloomfield, Connecticut.06002PDS ENGINEERING &Telephone: (860) 242-8586 FAX (860) 242-8587107 Old Windsor RoadCONSTRUCTION, INC.STARTLINE DEVELOPMENT, LLC FLOOR PLAN & ELEVATIONS PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: 5-2-24 TO: Michael Maniscalco, Walter Summers, Jeff Doolittle, Molly Keays, Melissa Pierce, Kevin Cooney, Tony Manfre, Autum Burke, Dave Turkington, Andrea Cofrancesco, Vincent Stetson, David Gesualdi, Marc Melanson, Scott Roberts, Michele Lipe FROM: Justin Russo, Assistant Planner The Planning & Engineering Departments have received plans for the following projects: Application 24-09P, Startline Development Location: 90, 100, 120 South Satellite Road Site Plan Subdivision No. Acres 4.3 Zone I Industrial Commercial Residential No. Lots/Units Water: Public Private Well Sewerage: Public Septic System Combining 3 lots, construction of a 30,200 SF self-storage building Project Description: Future Town-owned property involved? Yes No new street(s) new detention area new open space/recreation area active passive Planning Department notes: Visit https://www.southwindsor-ct.gov/planning-department/pages/planning-and-zoning- commission-applications to review pending applications Please comment by 5/14/2024 and return to the Planning Department. Town of SOUTH WINDSOR Building Department 1540 Sullivan Ave. South Windsor, CT 06074 Tel. (860) 644-2511 Ext 2230 May 7, 2024 PZC Application 24-09P Startline Development 90, 100 and 120 South Satellite Rd. The application has been reviewed under the 2022 CT State Building Codes. I found the following issues with the plans. 1) The plans do not show the 3 handicapped parking spots. There are only 2 shown. 2) Handicapped parking spaces are required to be as close as possible to the entrances of the building. 3) EV chargers that are located in the designated handicapped parking areas cannot be included in the required number of chargers for the site. 4) The plans do not show the accessible route to each unit. 5) Is there going to be a sidewalk alongside the building for the accessible route? 6) The accessible route is required to be separated from the vehicle travel lane 7) The plans call for concrete stoops at all the entrances. Are they all going to be level with the accessible route? 8) At least one of the EV charging spots are required to meet a van accessible parking size. If there are going to be more than 1 type of charger, the parking spot for each type of charger is required to meet the size for van accessible spot. Be advised that this is a review for the Planning and Zoning application only and not for any other permits. If you have any questions, please feel free to contact me. Marc Melanson Building Official 1540 Sullivan Avenue, South Windsor, CT 06074 phone 860-644-2511, ext. 2229 e-mail justin.russo@southwindsor-ct.gov Memo To: William L. Jodice, PDS Engineering & Construction, Inc. From: Justin F. Russo, Assistant Planner Date: 5/8/24 Re: Appl #24-09P, Multi-tenant Building Site Plan Application Planning Review Comments The following are the Planning Department comments. Engineering comments will be sent separately. Building Department comments are attached. Please make the necessary revisions and submit three COMPLETE sets of revised plans (including landscaping, lighting, and architectural elevations) and 10 sets 11”X 17” plans by Wednesday, May 22 to be sent out with the agendas (tentatively scheduled for 5-28-24). Lot Line Revision Comments 1. With this approval, a new deed will be required to be filed for 100 South Satellite Road incorporating 90 and 120 South Satellite Road. Site Plan Comments 1. Please revise the zoning data table on the cover sheet and Drawing C-3 to reflect the rear yard setback of 153’. 2. Please revise the zoning data table on the cover sheet and Drawing C-3 to remove the “storage building” parking calculation. The parking requirements shall be calculated based on the manufacturing use. 3. A note shall be added to the zoning data table on Drawing C-2 referencing section 6.2.4(C)(1), pertaining to the 50’ approved buffer. 4. Please provide clarification on the grading along the southern property line. The existing 68 contour needs to be resolved. Please show a proposed 68 contour independent of the detention basin. 5. What are the hours of operation for the proposed building? 6. Does the applicant intend to store anything on the landscape stone areas to the east and west of the proposed building? 7. We recommend the applicant provide larger parking spaces, as 9’x18’ spaces have difficulty accommodating larger vehicles that may be parked at this site. 8. The electrical equipment on the west side of the building shall be sufficiently screened with proposed landscaping so as not to be seen from South Satellite Road. South Windsor Planning Department Appl #24-09P, Multi-tenant Building Site Plan Application Page 2 1540 Sullivan Avenue, South Windsor, CT 06074 phone 860-644-2511, ext. 2229 e-mail justin.russo@southwindsor-ct.gov 9. The proposed landscape schedule must provide botanical names. “Cleveland Select”, “Serrata Village Green”, and “Pfitzeriana Nick’s Compacta” are not botanical names. 10. Staggered and clustered buffer plantings on the southern property line must be provided, and shall comply with section 6.2.4 of our regulations. The field of view between the abutting residential and non-residential uses shall be substantially obscured visually after 5 years and at maturity. Cross sections showing the planted buffer at the time of installation; after 5 years; and at maturity shall be provided. All buffer areas must be designed by a Connecticut licensed landscape architect. We strongly recommend the applicant utilize native species for the buffer areas. 11. The applicant should provide information on the proposed seed mixes to be used for the lawn and detention basin. The applicant should also strongly consider a native pollinator crop seed mix in the detention basin, such as the New England Erosion Control/Restoration Mix for Detention Basins by New England Wetland Plants, or equivalent. 12. The applicant should strongly consider swapping out the non-native plantings (especially Callery Pear, considering its invasive species status in other parts of the United States) for native species, such as Rhododendron catawbiense or carolinianum, Arctostaphylos uva-ursi, Quercus bicolor, and Crataegus viridus ‘Winter King’. 13. We recommend that a note be added to the lighting plan stating that the proposed fixtures will utilize a 3000K color temperature, and that photocells and dimmers will be used to manage and decrease light levels by at least 75% 1-hour after the end of normal operating hours. 14. The sediment and erosion control narrative on Drawing C-1 must reference and be updated per the latest version of both the Connecticut Stormwater Quality Manual and the Connecticut Guidelines for Soil Erosion and Sediment Control. 15. The applicant shall provide a vehicle turning plan showing how a fire truck maneuvers through the site. 16. WPCA approval is required. If you have any questions, please do not hesitate to contact me. Respectfully, Justin F. Russo, Assistant Planner May 14, 2024 Michele Lipe, AICP Director of Planning South Windsor, CT. Re: App 24-09P Response to comments from Justin F. Russo, Assistant Planner, dated 5/8/24: Lot Line Revision Comments 1. A new deed will be filed upon approval. Site Plan Comments 1. Zoning table setback has been revised on sheet C-3 and the front cover. 2. Parking calculation has been revised for manufacturing use. 3. Section 6.2.4 (c)(1) has been added to the zoning table. 4. Proposed contour 68 has been added along the backside of the basin. 5. Hours of operation have been added below the zoning table. 6. There will be no outside storage. A note has been added below the zoning table. 7. The parking spaces have been widened to 10 feet. We are still above the required minimum. 8. Screening has been added in front of the transformer. 9. The landscape schedule has been revised. 10. A note has been added to the landscape plan stating “An arborist and landscape architect, accompanied by town staff, shall review the health of the trees within the buffer to determine whether or not trees should remain. Interplanting within the fifty-foot buffer shall be located to maximize screening from the adjacent residential property.” 11. Seed mixtures have been noted on sheet C-6, below the landscape schedule. 12. The Callery Pear has been replaced with Littleleaf Linden Trees. 13. Note has been added on SL-1 for 3000K fixtures & dimmers. 14. 2024 Manuals have been noted. 15. Fire Truck turning Radius has been added to sheet C-3. 16. We will submit to WPCA. Response to comments from Marc Melanson, Building Official, dated 5-7-24 1. Parking has been reduced to meet P&Z request for wider parking stalls. We are now at 47 parking stalls so two handicap spaces are provided. 2. The two handicap stall are located at each end of the building to provide access to all units. 3. There are two double EV charging stations designated to 4 parking stalls including 1 handicap. I believe this meets the requirements of Table 6.4.10b of the zoning regulations. Please let us know if there is a building code section we should be looking at. 4. Painted cross walks have been added to the plan. 5. There is no sidewalk proposed. A 6 foot wide painted route has been added to the plan. 6. There is 30 feet from the building to the face of the parking stalls. This would prove the required 24 foot drive and room for the proposed 6 foot painted accessible route. 7. All concrete stoops will provide level access to the building and are to be flush with the pavement. 8. One charging stations is located at the van accessible parking stall. All chargers will be the same type. Sincerely, PDS Engineering & Construction Inc. William Jodice, President SOUTH SATELLITE ROADCON N E C T I C U T A V E N U E NUTME G R O A D S O U T H BARBARA ROADIMPERVIOUS COVERREAR YARDFRONT YARDSIDE YARDLOT WIDTHMAX.BUILDING COVERLOT AREA65%ZONE : I (INDUSTRIAL)100 FT.30,000 SFREQUIRED25 FT.35 FT.10 FT.ZONING DATA TABLE50%150 FT.LOT DEPTHPROPOSED773.27 FT.188,159 SF33.16 % 37.00 FT.153.00 FT.114.53 FT.16.05 %250.00 FT.PROPOSED PARKING CALCULATION :TOTAL REQUIRED = 44 ( 2 HANDICAP)TOTAL PROVIDED = 47 ( 2 HANDICAP)PROPOSED MANUFACTURING = 30,200 SF / 700 = 44EXISTING WETLAND AREA = 796 SFDISTURBED WETLAND AREA PROPOSED = 0 TOTAL UPLAND REVIEW AREA = 28,023 SF ( 0.64 ACRE )PROPOSED DISTURBED UPLAND REVIEW AREA :PROPOSED EV READY PARKING SPACES = 47 ( 7% ) = 3.36 ( 4 Provided )INTERIOR PARKING LOT LANDSCAPE CALCULATION :PROPOSED PARKING AREA & ACCESS DRIVES = 32,192 SF REQUIRED INTERIOR LANDSCAPE AREA = 32,192 x .10 = 3,219 SF INTERIOR LANDSCAPE AREA PROVIDED = 3,220 SF ( 10 % ) PROPOSED DRIVE, PARKING & GRADING = 13,437 SF ( 0.31 ACRE )HOURS OF OPERATION :24 Hours a Day / 7 Days a WeekNOTE: NO OUTSIDE STORAGE STARTLINE DEVELOPMENT LLC.SOUTH WINDSOR, CONNECTICUT 06074BLOOMFIELD, CONNECTICUT(860) 242-8586 TELEPHONEPDS Engineering & Construction , Inc.107 OLD WINDSOR ROADAPPLICANT90, 100 & 120 SOUTH SATELLITE ROADSTARTLINE DEVELOPMENT LLC.OWNER:SHEET INDEXC-4C-3C-2CIVIL ENGINEERING:SITE DETAILSEROSION & SEDIMENTATION CONTROL PLANSITE GRADING & UTILITY PLANTITLE SHEETARCHITECTURAL:A-100FLOOR PLAN & EXTERIOR ELEVATIONSKEY MAP1"=200 FT.PROJECT SITE84000045Property Owners Within 500 Feet PROPERTY LINE REVISION & SITE PLAN APPROVALAPPLICATION SET DATED : 4-30-2024PROPERTY LINE REVISION PLANC-5LANDSCAPE PLANSL-1SITE LIGHTING PHOTOMETRIC PLANBLOOMFIELD, CONNECTICUT(860) 242-8586 TELEPHONE107 OLD WINDSOR ROAD84000085234000452340005284000125840001458400016184000175075000390750003184000150840001708400003065100088840000908400010084000120C-1C-7APPROVAL LETTERS & GENERAL NOTESC-6SITE LAYOUT PLANSITE DETAILSC-8REVISED : 5-13-2024 STAFF COMMENTSLANDSCAPE BUFFER CROSS SECTIONC-6.5 ALL UTILITIES TO BE INSTALLED UNDERGROUNDALL ROOF LEADERS SHALL BE TIED INTO STORM DRAINAGE SYSTEMPARCEL IS NOT AFFECTED BY 100 YEAR FLOOD PLAINGENERAL SITE PLAN NOTES:REGULATIONSHANDICAP PARKING STALLS SHALL BE MARKED IN ACCORDANCE WITH STATE AND TOWN FOR ADEQUACY AND SUITABILITY OF SPECIES IN THE LOCATIONS PROPOSED.ANY APPROVED LANDSCAPING WILL BE SUBJECT TO FINAL REVIEW BY THE TOWN PLANNER LOCATION ACCEPTABLE TO TOWN STAFF.ANY EXCESS EXCAVATED MATERIAL MUST BE DISPOSED OF IN A SUITABLE MANNER AND NO SIGNAGE PROPOSED FOR THIS APPLICATIONLOT CORNERS MUST BE PINNED.REQUEST FOR A BUILDING PERMIT. WHEN A CERTIFICATE OF OCCUPANCY IS REQUESTED, ALL ALL FRONT LOT CORNERS ARE TO BE PINNED/STAKED AT THE TIME OF SUBMITTAL OF A IN THE IMMEDIATED REVOCATION OF ANY PERMIT/APPROVAL GRANTED BY THE COMMISSION.SHOWN ON THE APPROVED PLANS, OR REQUIRED BY ANY REGULATORY AGENCY, MAY RESULT THE USE,STORAGE, OR DISPOSAL OF ANY MATERIALS NOT IN ACCORDANCE WITH WHAT IS HAVE BEEN STABILIZED TO THE SATISFACTION OF STAFF.REPAIR, REPLACEMENT OF ALL REQUIRED CONTROL MEASURES UNTIL ALL DISTURBED ARES DEVELOPER. IN ADDITION, THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE, DURING CONSTRUCTION OF ANY SITE IMPROVEMENTS SHALL BE IMPLEMENTED BY THE ANY ADDITIONAL SEDIMENT/EROSION CONTROL MEASURES DEEMED NECESSARY BY STAFF REQUEST FOR A CERTIFICATE OF OCCUPANCY.AN AS-BUILT PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO THENO STUMPS TO BE BURIED ON SITE.TOWN OF SOUTH WINDSOR.AS REQUIRED BY THE PLANNING AND ZONING COMMISSION, IS POSTED WITH THE FILLING, PAVEMENT OPERATIONS, ECT. SHALL COMMENCE UNTIL THE SITE ENGINEERING BOND, NO SITE IMPROVEMENTS SUCH AS DRAINAGE, SANITARY SEWER, SIDEWALKS, EXCAVATIONS, SERVICE.2024 EROSION AND SEDIMENTATION CONTROL HANDBOOK " PREPARED BY THE SOIL CONSERVATION EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE " STANDARDS AND CONNECTICUT D.O.T. FORM 814,AS AMENDEDALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH TOWN OF SOUTH WINDSORSTRUCTURES AND PIPES, SANITARY SEWERS AND MANHOLES. SCHEDULE INSPECTION OF SUB-BASE, GRAVEL, PAVEMENT, SIDEWALKS, DRAINAGE THE DEVELOPER SHALL NOTIFY THE TOWN ENGINEER'S OFFICE 24 HOURS IN ADVANCE TO A DRAIN LAYERS PERMIT WILL BE REQUIRED TO INSTALL SANITARY SEWER SYSTEMC-1Bloomfield, Connecticut.06002PDS ENGINEERING &Telephone: (860) 242-8586 FAX (860) 242-8587107 Old Windsor RoadCONSTRUCTION, INC.APPROVAL LETTERS SITE PLAN NOTES STARTLINE DEVELOPMENT LLC.SEDIMENT & EROSION CONTROL NARRATIVE1. THE PROPOSED PROJECT INVOLVES THE FOLLOWING CONSTRUCTION:A. CONSTRUCTION OF A NEW 30,200 SQUARE FOOT BUILDING.B. CONSTRUCTION OF A TWO ENTRANCES FROM SOUTH SATELLITE ROAD FOR VEHICULAR/FIRE ACCESS.C. NEW STORMWATER COLLECTION AND MANAGEMENT SYSTEMS, CONSISTING OF NEW PIPING AND DETENTION BASIN.D. THE INSTALLATION OF DOMESTIC WATER; SANITARY SEWER; NATURAL GAS AND ELECTRIC SERVICE TO THE SITE.2. FOR THIS PROJECT, THERE ARE APPROXIMATELY 3.20 ACRES OF THE SITE BEING DISTURBED.3. THERE IS 796 SF OF WETLANDS LOCATED ON THE SITE.4. IT IS ANTICIPATED THAT CONSTRUCTION WILL BEGIN IN JULY OF 2024 AND WILL BE COMPLETED IN APPROXIMATELY 6 MONTHS.5. REFER TO THE CONSTRUCTION SEQUENCING AND EROSION AND SEDIMENTATION NOTES FOR INFORMATION REGARDING SEQUENCING OF MAJOR OPERATIONS INTHE ON-SITE CONSTRUCTION PHASES.6. STORMWATER MANAGEMENT DESIGN CRITERIA UTILIZES THE APPLICABLE SECTIONS OF THE 2024 CONNECTICUT STORMWATER QUALITY MANUAL TO THEEXTENT POSSIBLE AND PRACTICABLE FOR THIS PROJECT ON THIS SITE. EROSION AND SEDIMENTATION MEASURES ARE BASED UPON ENGINEERING PRACTICE,JUDGEMENT AND THE APPLICABLE SECTIONS OF THE 2024 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL.7. DETAILS FOR THE TYPICAL STORMWATER MANAGEMENT AND EROSION AND SEDIMENTATION MEASURES ARE SHOWN ON PLAN SHEET C-5.8. CONSERVATION PRACTICES TO BE USED DURING CONSTRUCTION AREA:A. STAGED CONSTRUCTION;B. MINIMIZE THE DISTURBED AREAS DURING CONSTRUCTION;C. STABILIZE DISTURBED AREAS AS SOON AS POSSIBLE WITH TEMPORARY OR PERMANENT MEASURES;D. MINIMIZE IMPERVIOUS AREAS;E. UTILIZE APPROPRIATE CONSTRUCTION EROSION AND SEDIMENTATION MEASURESSUGGESTED CONSTRUCTION SEQUENCETHE FOLLOWING SUGGESTED SEQUENCE OF CONSTRUCTION ACTIVITIES IS PROJECTED BASED UPON ENGINEERING JUDGEMENT AND BEST MANAGEMENTPRACTICES. THE CONTRACTOR MAY ELECT TO ALTER THE SEQUENCING TO BEST MEET THE CONSTRUCTION SCHEDULE, THE EXISTING SITE ACTIVITIES ANDWEATHER CONDITIONS.1. CONTACT TOWN OF SOUTH WINDSOR STAFF TO SCHEDULE A PRECONSTRUCTION MEETING. PHYSICALLY FLAG THE LIMITS OF CLEARING IN THE FIELD ASNECESSARY TO FACILITATE THE PRECONSTRUCTION MEETING..2. CONDUCT A PRECONSTRUCTION MEETING TO DISCUSS THE PROPOSED WORK AND EROSION AND SEDIMENTATION CONTROL MEASURE. THE MEETING SHOULD BEATTENDED BY THE OWNER, THE OWNER REPRESENTATIVE(S), THE GENERAL CONTRACTOR, DESIGNATED SUB-CONTRACTORS AND THE PERSON, OR PERSONS,RESPONSIBLE FOR THE IMPLEMENTATION, OPERATION, MONITORING AND MAINTENANCE OF THE EROSION AND SEDIMENTATION MEASURES. THE STORMWATERPOLLUTION CONTROL PLAN (SWPCP) AND CONSTRUCTION PROCEDURES FOR THE ENTIRE PROJECT SHALL BE REVIEWED AT THIS MEETING.3. NOTIFY TOWN OF SOUTH WINDSOR STAFF AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO COMMENCEMENT OF ANY DEMOLITION, CONSTRUCTION OR REGULATEDACTIVITY ON THIS PROJECT. NOTIFY CALL BEFORE YOU DIG AT 1-800-922-4455.4. REMOVE EXISTING IMPROVEMENTS AS NECESSARY AND PROVIDE MINIMAL CLEARING AND GRUBBING TO INSTALL THE REQUIRED CONSTRUCTION ENTRANCES.5. CLEAR AND GRUB AND DEMOLISH, AS REQUIRED, TO INSTALL THE PERIMETER EROSION AND SEDIMENTATION CONTROL MEASURES AND, IF APPLICABLE, TREEPROTECTION. WRAP FILTER FABRIC AROUND GRATES OF CATCH BASINS OR INSTALL FILTER SACKS ON EXISTING CATCH BASIN INLETS AS REQUIRED. ALL WETLANDAREAS AND EXISTING CATCH BASINS SHALL BE PROTECTED BEFORE MAJOR CONSTRUCTION BEGINS.6. PERFORM THE REMAINING CLEARING AND GRUBBING AND DEMOLITION AS NECESSARY. REMOVE CUT WOOD AND STUMPS. CHIP BRUSH AND SLASH ANDSTOCKPILE FOR FUTURE USE OR REMOVE OFF-SITE. REMOVE AND DISPOSE OF DEMOLITION DEBRIS OFF-SITE.7. REMOVE AND STOCKPILE TOPSOIL TO ITS DESIGNATED AREA. PROVIDE EROSION AND SEDIMENTATION CONTROL MEASURES AROUND THE STOCKPILE.TEMPORARILY SEED THE STOCKPILE WHEN STOCKPILING IS COMPLETED OR IF IT WILL NOT BE DISTURBED FOR THIRTY (30) DAYS OR MORE.8. CONSTRUCT THE TEMPORARY SEDIMENT TRAP/BASIN(S) OR DETENTION BASIN, IF UTILIZED AS A TEMPORARY SEDIMENT TRAP DURING CONSTRUCTION, ASSHOWN ON THE PLANS.9. TEMPORARILY SEED DISTURBED AREAS NOT UNDER CONSTRUCTION FOR THIRTY (30) DAYS OR MORE.10. EXCAVATE AND ROUGH GRADE.12. MAKE ALL CUTS AND FILLS REQUIRED. ESTABLISH THE ROUGH SUBGRADE FOR THE PARKING LOT AND DRIVEWAY AS REQUIRED, AND BENCH THE BUILDING PADTO A SUBGRADE. MAINTAIN A MINIMUM SETBACK AROUND THE BUILDING FOOTPRINT FOR CONSTRUCTION ACTIVITIES.13. INSTALL STORM DRAINAGE SYSTEM BEGINNING AT THE DOWNSTREAM END AND PROCEEDING UPGRADE. INSTALL UNDERGROUND DETENTION FACILITIES ASSHOWN ON THE GRADING AND DRAINAGE PLAN. INSTALL NECESSARY SEDIMENT CONTROLS FOR EACH NEW CATCH BASIN AS NEEDED.14. INSTALL ON REMAINING UTILITIES TO WITHIN FIVE (5) FEET OF THE BUILDING OR AS DIRECTED OTHERWISE.15. BEGIN BUILDING CONSTRUCTION.16. PREPARE SUBBASE, PARKING AREAS, SLOPES AND ACCESS DRIVES FOR FINAL GRADING.17. INSTALL PROCESSED AGGREGATE IN PARKING AREAS AND DRIVEWAYS.18. PLACE TOPSOIL WHERE REQUIRED AND COMPLETE PERIMETER LANDSCAPING.19. FINE GRADE, RAKE, SEED AND MULCH TO WITHIN TWO (2) FEET OF CURBING.20. AFTER SUBSTANTIAL COMPLETION OF THE BUILDING, COMPLETE REMAINING SITE WORK AND STABILIZE ALL DISTURBED AREAS.22. INSTALL THE BINDER COURSE OF THE PAVEMENT.23. INSTALL CURBING.24. COMPLETE EXTERIOR BUILDING CONSTRUCTION.25. FINE GRADE, RAKE, SEED AND MULCH DISTURBED AREAS AROUND THE INSTALLED CURBING.26. INSTALL PAVEMENT SURFACE COURSE.27. AFTER THE SITE IS STABILIZED AND WITH THE APPROVAL OF THE TOWN OF SOUTH WINDSOR STAFF, REMOVE PERIMETER EROSION AND SEDIMENTATIONCONTROLS AND ANY REMAINING TEMPORARY SEDIMENT TRAPS/BASINS.EROSION AND SEDIMENT CONTROL PLAN NOTES1. THE CONTRACTOR SHALL CONSTRUCT ALL SEDIMENT AND EROSION CONTROLS IN ACCORDANCE WITH THE 2024 CONNECTICUT GUIDELINES FOR SOIL EROSIONAND SEDIMENT CONTROL, IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND AS DIRECTED BY THE TOWN OF SOUTH WINDSOR. THE CONTRACTOR SHALLKEEP A COPY OF THE CURRENT GUIDELINES ON-SITE FOR REFERENCE DURING CONSTRUCTION.ALL SEDIMENTATION AND EROSION CONTROL MEASURES, INCLUDINGTHE CONSTRUCTION OF TEMPORARY SEDIMENTATION TRAPS/BASINS, TEMPORARY DIVERSION SWALES AND ANTI-TRACKING PADS, SHALL BE INSTALLED PRIOR TOTHE START OF CLEARING AND GRUBBING AND DEMOLITION OPERATIONS.2. THESE DRAWINGS ARE ONLY INTENDED TO DESCRIBE THE SEDIMENT AND EROSION CONTROL MEASURES FOR THIS SITE. ALL TEMPORARY EROSION AND SEDIMENTCONTROL MEASURES SHOWN ON THE EROSION & SEDIMENT CONTROL PLAN ARE SHOWN IN A GENERAL SIZE AND LOCATION ONLY. THE CONTRACTOR SHALL BERESPONSIBLE FOR ENSURING THAT ALL EROSION CONTROL MEASURES ARE CONFIGURED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION OF SOILSAND PREVENT THE TRANSPORT OF SEDIMENTS AND OTHER POLLUTANTS TO STORM DRAINAGE SYSTEMS AND/OR WATERCOURSES. ACTUAL SITE CONDITIONS ORSEASONAL AND CLIMATIC CONDITIONS MAY WARRANT ADDITIONAL CONTROLS OR CONFIGURATIONS WHEN DIRECTED BY THE ENGINEER.SEE SEDIMENT ANDEROSION CONTROL DETAILS AND SUGGESTED CONSTRUCTION SEQUENCE FOR MORE INFORMATION. REFER TO SITE PLAN FOR GENERAL INFORMATION AND OTHERCONTRACT PLANS FOR APPROPRIATE INFORMATION.3. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING THE SEDIMENT AND EROSION CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE PROPERINSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED WITH CONSTRUCTION ON THE SITE OF THE REQUIREMENTS ANDOBJECTIVES OF THIS PLAN, INFORMING THE GOVERNING AUTHORITY OR INLAND WETLANDS AGENCY OF ANY TRANSFER OF THIS RESPONSIBILITY, AND FORCONVEYING A COPY OF THE SEDIMENT & EROSION CONTROL PLAN IF THE TITLE TO THE LAND IS TRANSFERRED. COMPLY WITH REQUIREMENTS OF CGS SECTION22A, 430B FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES AND WITH DEP RECORD KEEPING AND INSPECTION REQUIREMENTS.4. A BOND MAY BE REQUIRED TO BE POSTED WITH THE GOVERNING AUTHORITY FOR THE EROSION CONTROL INSTALLATION AND MAINTENANCE.5. THE CONTRACTOR SHALL APPLY THE MINIMUM EROSION & SEDIMENT CONTROL MEASURES SHOWN ON THE PLAN IN CONJUNCTION WITH CONSTRUCTIONSEQUENCING, SUCH THAT ALL ACTIVE WORK ZONES ARE PROTECTED. ADDITIONAL AND/OR ALTERNATIVE SEDIMENT AND EROSION CONTROL MEASURES MAY BEINSTALLED DURING THE CONSTRUCTION PERIOD IF FOUND NECESSARY BY THE CONTRACTOR, OWNER, SITE ENGINEER, MUNICIPAL OFFICIALS, OR ANY GOVERNINGAGENCY. THE CONTRACTOR SHALL CONTACT THE OWNER AND APPROPRIATE GOVERNING AGENCIES FOR APPROVAL IF ALTERNATIVE CONTROLS OTHER THANTHOSE SHOWN ON THE PLANS ARE PROPOSED BY THE CONTRACTOR.6. THE CONTRACTOR SHALL TAKE EXTREME CARE DURING CONSTRUCTION SO AS NOT TO DISTURB UNPROTECTED WETLAND AREAS OR SEDIMENTATION ANDEROSION CONTROL MEASURES. THE CONTRACTOR SHALL INSPECT ALL SEDIMENT AND EROSION CONTROLS WEEKLY AND WITHIN 24 HOURS OF A STORM WITH ARAINFALL AMOUNT OF 0.2 INCHES OR GREATER TO VERIFY THAT THE CONTROLS ARE OPERATING PROPERLY AND MAKE REPAIRS WHERE NECESSARY.7. THE CONTRACTOR SHALL KEEP A SUPPLY OF EROSION CONTROL MATERIAL (HAY BALES, SILT FENCE, JUTE MESH, ETC.) ON-SITE FOR PERIODIC MAINTENANCEAND EMERGENCY REPAIRS.8. ALL FILL MATERIAL PLACED ADJACENT TO ANY WETLAND AREA SHALL BE GOOD QUALITY, WITH LESS THAN 5% FINES PASSING THROUGH A #200 SIEVE (BANKRUN), SHALL BE PLACED IN MAXIMUM ONE FOOT LIFTS, AND SHALL BE COMPACTED TO 95% MAX. DRY DENSITY MODIFIED PROCTOR OR AS SPECIFIED IN THECONTRACT SPECIFICATIONS.9. PROTECT EXISTING TREES THAT ARE TO BE SAVED BY FENCING AT THE DRIP LINE, OR AS DETAILED, WITH SNOW FENCE, ORANGE SAFETY FENCE, OREQUIVALENT FENCING. ANY LIMB TRIMMING SHOULD BE DONE AFTER CONSULTATION WITH AN ARBORIST AND BEFORE CONSTRUCTION BEGINS IN THAT AREA;FENCING SHALL BE MAINTAINED AND REPAIRED DURING CONSTRUCTION.10. ANTI-TRACKING PADS SHALL BE INSTALLED PRIOR TO ANY SITE EXCAVATION OR CONSTRUCTION ACTIVITY AND SHALL BE MAINTAINED THROUGHOUT THEDURATION OF ALL CONSTRUCTION. THE LOCATION OF THE TRACKING PADS MAY CHANGE AS VARIOUS PHASES OF CONSTRUCTION ARE COMPLETED.11. ALL CONSTRUCTION SHALL BE CONTAINED WITHIN THE LIMIT OF DISTURBANCE, WHICH SHALL BE MARKED WITH SILT FENCE, SAFETY FENCE, HAY BALES,RIBBONS, OR OTHER MEANS PRIOR TO CLEARING. CONSTRUCTION ACTIVITY SHALL REMAIN ON THE UPHILL SIDE OF THE SEDIMENT BARRIER UNLESS WORK ISSPECIFICALLY CALLED FOR ON THE DOWNHILL SIDE OF THE BARRIER. STAKED HAY BALES OR SILT FENCES SHALL ALSO BE INSTALLED AT THE DOWNHILL SIDES OFBUILDING EXCAVATIONS, DEWATERING PUMP DISCHARGES, AND MATERIAL STOCKPILES.12. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING. ALL EARTH STOCKPILES SHALL HAVE HAY BALES OR SILT FENCE AROUND THELIMIT OF PILE. PILES SHALL BE TEMPORARILY SEEDED IF PILE IS TO REMAIN IN PLACE AND UNDISTURBED FOR MORE THAN 30 DAYS.13. BLOCK THE OPEN UPSTREAM ENDS OF DETENTION BASIN/SEDIMENT TRAP OUTLET CONTROL ORIFICES UNTIL SITE IS STABILIZED AND BLOCK END OF STORMDRAINS IN EXPOSED TRENCHES WITH BOARDS AND SANDBAGS AT THE END OF EACH WORKING DAY WHEN RAIN IS EXPECTED.14. THE CONTRACTOR SHALL MAINTAIN A CLEAN CONSTRUCTION SITE AND SHALL NOT ALLOW THE ACCUMULATION OF RUBBISH OR CONSTRUCTION DEBRIS ONTHE SITE. PROPER SANITARY DEVICES SHALL BE MAINTAINED ON-SITE AT ALL TIMES. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID THESPILLAGE OF FUEL OR OTHER POLLUTANTS ON THE CONSTRUCTION SITE AND SHALL ADHERE TO ALL APPLICABLE POLICIES AND REGULATIONS RELATED TO SPILLPREVENTION AND RESPONSE/CONTAINMENT.15. METAL WASTE CONTAINERS SHALL BE PROVIDED AT THE SITE TO FACILITATE THE COLLECTION OF REFUSE MATERIAL GENERATED FROM CONSTRUCTIONACTIVITIES. SUCH MATERIAL SHALL NOT BE BURIED OR BURNED AT THE SITE.16. MINIMIZE LAND DISTURBANCES. SEED AND MULCH DISTURBED AREAS WITH TEMPORARY MIX AS SOON AS PRACTICABLE (2 WEEK MAXIMUM UNSTABILIZEDPERIOD) USING PERENNIAL RYEGRASS AT 40 LBS PER ACRE. MULCH ALL CUT AND FILL SLOPES AND SWALES WITH LOOSE HAY AT A RATE OF 2 TONS PER ACRE. IFNECESSARY, REPLACE LOOSE HAY ON SLOPES WITH EROSION CONTROL BLANKETS OR JUTE CLOTH. MODERATELY GRADED AREAS, ISLANDS, AND TEMPORARYCONSTRUCTION STAGING AREAS MAY BE HYDROSEEDED WITH TACKIFIER.17. SWEEP AFFECTED PORTIONS OF OFF SITE ROADS ONE OR MORE TIMES A DAY (OR LESS FREQUENTLY IF TRACKING IS NOTA PROBLEM) DURING CONSTRUCTION. FOR DUST CONTROL, PERIODICALLY MOISTEN EXPOSED SOIL SURFACES WITH WATER ON UNPAVED TRAVELWAYS TO KEEPTHE TRAVELWAYS DAMP. CALCIUM CHLORIDE MAY ALSO BE APPLIED TO ACCESS ROADS. DUMP TRUCK LOADS EXITING THE SITE SHALL BE COVERED.18. MAINTAIN ALL PERMANENT AND TEMPORARY SEDIMENT CONTROL DEVICES IN EFFECTIVE CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. UPONCOMPLETION OF WORK SWEEP PARKING LOTS, CLEAN THE STORM DRAINAGE SYSTEMS AND REMOVE ALL TEMPORARY SEDIMENT CONTROLS ONCE THE SITE ISFULLY STABILIZED AND APPROVAL HAS BEEN RECEIVED FROM THE TOWN ENGINEER.CONSTRUCTION OPERATION AND MAINTENANCE PLAN - BY CONTRACTORE&S MEASURECATCH BASIN FILTER BASKET/SEDIMENT BARRIERCONSTRUCTION ENTRANCEHAY BALESSILT FENCETOPSOIL/BORROW STOCKPILESINSPECTION SCHEDULEWEEKLY & WITHIN 24 HOURS OF RAINFALL > 0.2"DAILYWEEKLY & WITHIN 24 HOURS OF RAINFALL > 0.2"WEEKLY & WITHIN 24 HOURS OF RAINFALL > 0.2"DAILYMAINTENANCE REQUIREDREMOVE SEDIMENT WHEN IT REACHES 1/2 SEDIMENT VOLUME IN THE FABRICOR 1/2 THE HEIGHT OF THE BARRIERPLACE ADDITIONAL STONE, EXTEND THE LENGTH OR REMOVE AND REPLACETHE STONE. CLEAN PAVED SURFACES OF TRACKED SEDIMENT.REPAIR/REPLACE WHEN FAILURE, OR OBSERVED DETERIORATION, ISOBSERVED. REMOVE SILT WHEN IT REACHES 1/2 THE HEIGHT OF THE BALE.REPAIR/REPLACE WHEN FAILURE, OR OBSERVED DETERIORATION, ISOBSERVED. REMOVE SILT WHEN IT REACHES 1/2 THE HEIGHT OF THE FENCE.REPAIR/REPLACE SEDIMENT BARRIERS AS NECESSARY. SOUTH SATELLITE ROADN 65-06'-47" W732.00' ( New Lot Total )S 15-30'-43" W253.38'S 24-53'-13" W 250.00'N/F85 South Satellite Road, LLC85 South Satellite RoadPID - 3391N/FAHS Realty I, LLC30 South Satellite RoadPID - 3238Global Turbine Component LLC125 South Satellite RoadPID - 8515N/FLedyard Street LLC145 South Satellite RoadPID - 2650N/FLedyard Street LLC150 South Satellite RoadPID - 13152N/FHorseshoe Lane AssociatesS 65-06'-47" E773.27' ( Total )CONNECTICUT AVENUE244.00'244.00'244.00'S 24-53'-13" W 250.00' ( Lot Line to be Removed ) S 24-53'-13" W 250.00' ( Lot Line to be Removed )244.00'285.27'244.00'Existing Emergency Access Driveway35' Front Yard25' Rear Yard50' Buffer10' Side Yard10' Side Yard90 South Satellite Road66,159 S.F. 1.519 ACRESZone : I100 South Satellite Road61,000 S.F. 1.400 ACRESZone : I120 South Satellite Road61,000 S.F. 1.400 ACRESZone : IPROPOSED COMBINED LOT AREA 188,159 S.F. 4.319 ACRESZone : MF-AAZone : IZone : IZone : IZone : IZone : IPROPERTY LINE REVISION MAP1"=30 FT.015'30'60'IMPERVIOUS COVERREAR YARDFRONT YARDSIDE YARDLOT WIDTHMAX.BUILDING COVERLOT AREA65%ZONE : I (INDUSRIAL)100 FT.30,000 SFREQUIRED25 FT.35 FT.10 FT.ZONING DATA TABLE50%PROVIDED150 FT.LOT DEPTH773.27 FT.188,159 SF250.00 FT.BUFFER50 FT. Section 6.2.4(C)(1)50 FT.32.00'(easement)60.00'(easement)253.38' ( easement )S 24-27'-09" W42.29'90.40'S 09-05'-55" E82.12'S 15-30'-43" WS 15-30'43" W51.11'Existing Emergency Access& Utility EasementIn Favor of N/F Horseshoe LaneAssociates, LLCC-2Bloomfield, Connecticut.06002PDS ENGINEERING &Telephone: (860) 242-8586 FAX (860) 242-8587107 Old Windsor RoadCONSTRUCTION, INC.PROPERTY LINE REVISION STARTLINE DEVELOPMENT LLC. 24473CLPSOUTH SATELLITE ROADPROPOSED BUILDING30,200 SF503.33'60.00'N 65-06'-47" W732.00'S 65-06'-47" E773.27'S 15-30'-43" W253.38'WetlandsWetlandsS 24-53'-13" W 250.00'Finish Floor Elev. 69.00CONNECTICUT AVENUEN/F85 South Satellite Road, LLC85 South Satellite RoadPID - 3391N/FAHS Realty I, LLC30 South Satellite RoadPID - 3238N/FGlobal Turbine Component LLC125 South Satellite RoadPID - 8515N/FLedyard Street LLC145 South Satellite RoadPID - 2650N/FLedyard Street LLC150 South Satellite RoadPID - 13152N/FHorseshoe Lane AssociatesHYDHYDPavedApronExisting Emergency Access DrivewayExistingVAN VAN18.00 30.0022.0010.7218.0024.0017.7566.00 R5.00R20.00R10.00R10.00R5.00 TYP.12.00 12.00 70.00 18.0024.0020.00R10.00R 1 0 . 0 0R20.00R 5 . 0 08.008.0014.3322.0037.00 37.00136.5318.00 30.00 10.0010.00 100.00Upland Review Area 100.00Upland Review Area50ft. Buffer25ft. Rear Yard35ft.Front Yard10ft.Side Yard 10ft.Side YardProposed TreelineExisting TreelineExisting TreelineNew Curb CutNew Curb Cut24474CLP25596EVERS25597CLP80.0038.0070.0038.0070.0038.0070.0040.0050.00SITE LAYOUT PLAN1"=30 FT.015'30'60'10.008.008.00 IMPERVIOUS COVERREAR YARDFRONT YARDSIDE YARDLOT WIDTHMAX.BUILDING COVERLOT AREA65%ZONE : I (INDUSTRIAL)100 FT.30,000 SFREQUIRED25 FT.35 FT.10 FT.ZONING DATA TABLE50%150 FT.LOT DEPTHPROPOSED773.27 FT.188,159 SF33.16 % 37.00 FT.153.00 FT.114.53 FT.16.05 %250.00 FT.PROPOSED PARKING CALCULATION :TOTAL REQUIRED = 44 ( 2 HANDICAP)TOTAL PROVIDED = 47 ( 2 HANDICAP)PROPOSED MANUFACTURING = 30,200 SF / 700 = 44EXISTING WETLAND AREA = 796 SFDISTURBED WETLAND AREA PROPOSED = 0 TOTAL UPLAND REVIEW AREA = 28,023 SF ( 0.64 ACRE )PROPOSED DISTURBED UPLAND REVIEW AREA :PROPOSED EV READY PARKING SPACES = 48 ( 7% ) = 3.36 ( 4 Provided )INTERIOR PARKING LOT LANDSCAPE CALCULATION :PROPOSED PARKING AREA & ACCESS DRIVES = 32,192 SF REQUIRED INTERIOR LANDSCAPE AREA = 32,192 x .10 = 3,219 SF INTERIOR LANDSCAPE AREA PROVIDED = 3,220 SF ( 10 % ) PROPOSED DRIVE, PARKING & GRADING = 13,437 SF ( 0.31 ACRE )10ft x 30ftLoading Area10ft x 30ftLoading AreaSupport (4) Future Provide Infrastructure to EV Level 2 Charging StationsBit. PavementBit. PavementBit. PavementBit. PavementBit. PavementDetention BasinNew Concrete SidewalkNew Concrete SidewalkNew Concrete SidewalkNew Concrete SidewalkHOURS OF OPERATION :24 Hours a Day / 7 Days a WeekNOTE: NO OUTSIDE STORAGE 24.00 24.00 5.00Painted Accessible RoutePainted Accessible Route10.0010.0010.0010.00C-3Bloomfield, Connecticut.06002PDS ENGINEERING &Telephone: (860) 242-8586 FAX (860) 242-8587107 Old Windsor RoadCONSTRUCTION, INC.SITE LAYOUT PLAN STARTLINE DEVELOPMENT LLC. WG25597CLPTF 71.66TF 71.75SMHTF 72.1325596EVERSSMHTF 70.73EXIST. CBTF 70.97SMHTF 71.14TF 69.99TF 70.01SMHTF 70.38WG24474CLP24473CLPSOUTH SATELLITE ROADPROPOSED BUILDING30,200 SF503.33'60.00'N 65-06'-47" W732.00'S 65-06'-47" E773.27'S 15-30'-43" W253.38'WetlandsWetlandsS 24-53'-13" W 250.00'Finish Floor Elev. 69.00CONNECTICUT AVENUEN/F85 South Satellite Road, LLC85 South Satellite RoadPID - 3391N/FAHS Realty I, LLC30 South Satellite RoadPID - 3238N/FGlobal Turbine Component LLC125 South Satellite RoadPID - 8515N/FLedyard Street LLC145 South Satellite RoadPID - 2650N/FLedyard Street LLC150 South Satellite RoadPID - 13152N/FHorseshoe Lane AssociatesHYDHYDPavedApronExisting Emergency Access DrivewayNew Curb CutNew Curb CutExisting100.00Upland Review Area 100.00Upland Review Area50ft. Buffer25ft. Rear Yard10ft.Side Yard 10ft.Side YardProposed TreelineExisting TreelineExisting TreelineINV. 66.27EXIST. CBTF 70.99INV. 66.27676866676969x 68.00x 68.50x 68.50 x 68.00 x 68.00 x 68.00 x 68.00 x 68.50 x 68.50 x 68.50 x 68.50 x 68.50 x 68.50 x 68.50 x 68.50 70x 69.25x 70.2035ft.Front Yardx 71.007070.25 x69.25 xx 71.55INV. 65.14INV. 65.21 (18")EXIST. CBEXIST. CBINV. 65.71 (12")TF 68.00TF 70.18INV. 65.79EXIST. CBTF 70.34INV. 65.61EXIST. CBEXIST. CBEXIST. CBINV. 67.16INV. 67.17UGE Detention BasinINV. 66.60 (12"out)Outlet StructureSITE GRADING & UTILITY PLAN1"=30 FT.015'30'60'GGGGGGGGGas GasGasGas Existing Gas MainSMH165 LF 12" ADS HP @ 0.5%Water MainWWWWW62LF 6" SDR35 SAN @ 2% 1 1/2" Domestic6"PVC Rainleader 6"PVC Rainleader68 707070x 69.00 x 69.00 x 69.00 x 69.00 INV.60.49 (exist)INV.64.00INV.62.75 (prop.)6665656969New Concrete SidewalkNew Concrete SidewalkNew Concrete Sidewalk68C-4Bloomfield, Connecticut.06002PDS ENGINEERING &Telephone: (860) 242-8586 FAX (860) 242-8587107 Old Windsor RoadCONSTRUCTION, INC.SITE GRADING & UTILITY PLAN STARTLINE DEVELOPMENT LLC. WG25597CLPTF 71.66TF 71.75SMHTF 72.1325596EVERSSMHTF 70.73EXIST. CBTF 70.97SMHTF 71.14TF 69.99TF 70.01SMHTF 70.38WG24474CLP24473CLPSOUTH SATELLITE ROADPROPOSED BUILDING30,200 SF503.33'60.00'WetlandsWetlandsFinish Floor Elev. 69.00CONNECTICUT AVENUEN/F85 South Satellite Road, LLC85 South Satellite RoadPID - 3391N/FAHS Realty I, LLC30 South Satellite RoadPID - 3238N/FGlobal Turbine Component LLC125 South Satellite RoadPID - 8515N/FLedyard Street LLC145 South Satellite RoadPID - 2650N/FLedyard Street LLC150 South Satellite RoadPID - 13152N/FHorseshoe Lane AssociatesHYDHYDPavedApronExisting Emergency Access DrivewayNew Curb CutExistingProposed TreelineExisting TreelineExisting TreelineINV. 66.27EXIST. CBTF 70.99INV. 66.276768666769697070INV. 65.14INV. 65.21 (18")EXIST. CBEXIST. CBINV. 65.71 (12")TF 68.00TF 70.18INV. 65.79EXIST. CBTF 70.34INV. 65.61EXIST. CBEXIST. CBEXIST. CBINV. 67.16INV. 67.17UGE Detention BasinINV. 66.60 (12"out)Outlet StructureEROSION & SEDIMENT CONTROL PLAN1"=30 FT.015'30'60'GGGGGGGGGas GasGasGas Existing Gas MainSMH165 LF 12" ADS HP @ 0.5%Water MainWWWWW62LF 6" SDR35 SAN @ 2% 1 1/2" Domestic6"PVC Rainleader 6"PVC Rainleader68 707070INV.60.49 (exist)INV.64.00INV.62.75 (prop.)6665656969Temporary TopsoilStockpiling AreaSilt FenceSilt FenceSilt FenceSilt FenceSilt FenceConstruction EntranceAnti-Tracking ApronNew Concrete SidewalkNew Concrete SidewalkNew Concrete Sidewalk68C-5Bloomfield, Connecticut.06002PDS ENGINEERING &Telephone: (860) 242-8586 FAX (860) 242-8587107 Old Windsor RoadCONSTRUCTION, INC.EROSION & SEDIMENTATION CONTROL STARTLINE DEVELOPMENT LLC. 24473CLPSOUTH SATELLITE ROADPROPOSED BUILDING30,200 SF503.33'60.00'WetlandsFinish Floor Elev. 69.00CONNECTICUT AVENUEN/F85 South Satellite Road, LLC85 South Satellite RoadPID - 3391N/FAHS Realty I, LLC30 South Satellite RoadPID - 3238N/FGlobal Turbine Component LLC125 South Satellite RoadPID - 8515N/FLedyard Street LLC145 South Satellite RoadPID - 2650N/FLedyard Street LLC150 South Satellite RoadPID - 13152HYDHYDExisting Emergency Access DrivewayVAN VAN100.00Upland Review Area50ft. BufferProposed TreelineExisting Treeline24474CLP25596EVERS25597CLPLANDSCAPE PLAN1"=30 FT.015'30'60'Landscape Stone Over Weed Fabric Landscape StoneOver Weed Fabric GrassGrassGrassGrassGrassGrassGrassMulchMulchMulchMulchMulchMulchMulchMulch LANDSCAPE SCHEDULEDetention BasinNew Concrete SidewalkNew Concrete SidewalkNew Concrete SidewalkNew Concrete Sidewalk1C-6.51C-6.5AN ARBORIST AND LANDSCAPE ARCHITECT, ACCOMPANIED BY TOWN STAFF,SHALL REVIEW THE HEALTH OF THE TREES WITHIN THE BUFFER TO DETERMINEWHETHER OR NOT TREES SHOULD REMAIN. INTERPLANTING WITHIN THEFIFTY-FOOT BUFFER SHALL BE LOCATED TO MAXIMIZE SCREENING FROM THE ADJACENT RESIDENTIAL PROPERTY.C-6Bloomfield, Connecticut.06002PDS ENGINEERING &Telephone: (860) 242-8586 FAX (860) 242-8587107 Old Windsor RoadCONSTRUCTION, INC.LANDSCAPE PLAN STARTLINE DEVELOPMENT LLC. Proposed BuildingProperty LineProperty Line50FT. Buffer50.00 65.00 89.00 Existing Residence 60.0037.00 200.0022.0024.5026.0048.00 55.00 Proposed Parking Proposed Detention Basin Existing Mature Trees & Underbrush to Remain Mature Height Proposed Littleleaf Lindon Mature Height Proposed Zelkova South Satellite Road C-6.5 LANDSCAPE BUFFER CROSS SECTION 1 AN ARBORIST AND LANDSCAPE ARCHITECT, ACCOMPANIED BY TOWN STAFF, SHALL REVIEW THE HEALTH OF THE TREES WITHIN THE BUFFER TO DETERMINE WHETHER OR NOT TREES SHOULD REMAIN. INTERPLANTING WITHIN THE FIFTY-FOOT BUFFER SHALL BE LOCATED TO MAXIMIZE SCREENING FROM THE ADJACENT RESIDENTIAL PROPERTY. Proposed Buffer Plantings Buffer Plantings at 5 Years C-6.5 Bloomfield, Connecticut.06002 PDS ENGINEERING & Telephone: (860) 242-8586 FAX (860) 242-8587 107 Old Windsor Road CONSTRUCTION, INC.LANDSCAPE BUFFER CROSS SECTIONSTARTLINE DEVELOPMENT LLC. C-7Bloomfield, Connecticut.06002PDS ENGINEERING &Telephone: (860) 242-8586 FAX (860) 242-8587107 Old Windsor RoadCONSTRUCTION, INC.SITE DETAILS STARTLINE DEVELOPMENT LLC. FINISHED GRADEACCESSIBLEVANPARKINGBE FINED MIN $150VIOLATORS WILLRESERVED REQUIREDPERMITC-8Bloomfield, Connecticut.06002PDS ENGINEERING &Telephone: (860) 242-8586 FAX (860) 242-8587107 Old Windsor RoadCONSTRUCTION, INC.SITE DETAILS STARTLINE DEVELOPMENT LLC. SOUTH SATELLITE ROADPROPOSED BUILDING30,200 SFFinish Floor Elev. 69.00CONNECTICUT AVE.N/F85 South Satellite Road, LLC85 South Satellite RoadPID - 3391N/FAHS Realty I, LLC30 South Satellite RoadPID - 3238N/FGlobal Turbine Component LLC125 South Satellite RoadPID - 8515N/FLedyard Street LLC145 South Satellite RoadPID - 2650N/FLedyard Street LLC150 South Satellite RoadPID - 13152HYDExisting Emergency Access DrivewayDetention BasinSITE LIGHTING PHOTOMETRIC1"=30 FT.015'30'60'Luminaire ScheduleSymbolQtyLabelArrangementLLFDescriptionLum. Watts12BSINGLE0.903WPC70UT4-CSBPCCR68.54ASINGLE0.903WPC100UT4-WCSBPCCR94.74ALL OF THE CUTOFF FIXTURES ARE MOUNTED AT 18'AAAABBBBBBBBBBBB0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.10.20.30.40.30.40.50.40.50.40.40.50.40.50.50.40.50.40.50.50.40.50.40.40.50.40.50.50.40.50.40.50.50.30.40.30.20.10.00.00.00.00.00.10.20.51.01.41.31.51.41.51.41.51.51.41.51.41.41.51.41.51.51.41.51.51.51.51.41.61.51.51.51.41.51.51.41.41.61.10.60.30.10.00.00.00.00.10.31.03.35.44.74.33.85.23.54.44.53.45.13.73.95.13.44.84.33.55.33.74.44.63.45.34.03.95.33.44.74.53.65.32.74.31.60.50.10.00.00.00.00.10.31.45.78.62.20.50.10.00.00.00.00.10.41.33.74.41.90.60.20.00.00.00.00.10.41.22.63.01.70.60.20.10.00.00.00.10.41.45.27.62.20.60.20.00.00.00.00.10.31.34.77.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.06.31.90.50.10.00.00.00.00.10.30.71.41.60.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.60.90.30.10.00.00.00.00.00.10.20.30.30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.30.20.10.00.00.00.00.00.00.00.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0PROPOSED FIXTURES WILL UTILIZE A 3000K COLOR TEMPERATUREPHOTOCELL AND DIMMERS WILL BE USED TO MANAGE AND DECREASE LIGHT LEVELS BY AT LEAST 75% ONE HOUR AFTER THE END OFNORMAL OPERATING HOURS.SL-1Bloomfield, Connecticut.06002PDS ENGINEERING &Telephone: (860) 242-8586 FAX (860) 242-8587107 Old Windsor RoadCONSTRUCTION, INC.STARTLINE DEVELOPMENT LLC. SITE LIGHTING PHOTOMETRIC 1"= 20 FT.SOUTH ELEVATION1"= 20 FT.NORTH ELEVATION1"= 20 FT.EAST ELEVATION1"= 20 FT.WEST ELEVATION12x14 OHDElec.ServiceSink (typ)Gas Meter (typ)Elec.PanelMeter Bank(typ)1"= 20 FT.FLOOR PLANUnit #1Unit #2Unit #3 Unit #4 Unit #24Metal Wall Partition (typ)12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHD12x14 OHDUnit #5 Unit #6 Unit #7 Unit #8 Unit #9 Unit #10Unit #11Unit #12Unit #13Unit #14Unit #15Unit #16Unit #17Unit #18Unit #19Unit #20Unit #21Unit #22Unit #233 Hour Fire Wall 3 Hour Fire Wall A-100Bloomfield, Connecticut.06002PDS ENGINEERING &Telephone: (860) 242-8586 FAX (860) 242-8587107 Old Windsor RoadCONSTRUCTION, INC.STARTLINE DEVELOPMENT, LLC FLOOR PLAN & ELEVATIONS 24473CLPSOUTH SATELLITE ROADPROPOSED BUILDING30,200 SF503.33'60.00'N 65-06'-47" W732.00'S 65-06'-47" E773.27'S 15-30'-43" W253.38'WetlandsWetlandsS 24-53'-13" W 250.00'Finish Floor Elev. 69.00CONNECTICUT AVENUEN/F85 South Satellite Road, LLC85 South Satellite RoadPID - 3391N/FAHS Realty I, LLC30 South Satellite RoadPID - 3238N/FGlobal Turbine Component LLC125 South Satellite RoadPID - 8515N/FLedyard Street LLC145 South Satellite RoadPID - 2650N/FLedyard Street LLC150 South Satellite RoadPID - 13152N/FHorseshoe Lane AssociatesHYDHYDPavedApronExisting Emergency Access DrivewayExistingVAN VAN18.00 30.0022.0010.7218.0024.0017.7566.00 R5.00R20.00R10.00R10.00R5.00 TYP.12.00 12.00 70.00 18.0024.0020.00R10.00R 1 0 . 0 0R20.00R 5 . 0 08.008.0014.3322.0037.00 37.00136.5318.00 30.00 10.0010.00 100.00Upland Review Area 100.00Upland Review Area50ft. Buffer25ft. Rear Yard35ft.Front Yard10ft.Side Yard 10ft.Side YardProposed TreelineExisting TreelineExisting TreelineNew Curb CutNew Curb Cut24474CLP25596EVERS25597CLP80.0038.0070.0038.0070.0038.0070.0040.0050.00SITE LAYOUT PLAN1"=30 FT.015'30'60'10.008.008.00 IMPERVIOUS COVERREAR YARDFRONT YARDSIDE YARDLOT WIDTHMAX.BUILDING COVERLOT AREA65%ZONE : I (INDUSTRIAL)100 FT.30,000 SFREQUIRED25 FT.35 FT.10 FT.ZONING DATA TABLE50%150 FT.LOT DEPTHPROPOSED773.27 FT.188,159 SF33.16 % 37.00 FT.153.00 FT.114.53 FT.16.05 %250.00 FT.PROPOSED PARKING CALCULATION :TOTAL REQUIRED = 44 ( 2 HANDICAP)TOTAL PROVIDED = 47 ( 2 HANDICAP)PROPOSED MANUFACTURING = 30,200 SF / 700 = 44EXISTING WETLAND AREA = 796 SFDISTURBED WETLAND AREA PROPOSED = 0 TOTAL UPLAND REVIEW AREA = 28,023 SF ( 0.64 ACRE )PROPOSED DISTURBED UPLAND REVIEW AREA :PROPOSED EV READY PARKING SPACES = 48 ( 7% ) = 3.36 ( 4 Provided )INTERIOR PARKING LOT LANDSCAPE CALCULATION :PROPOSED PARKING AREA & ACCESS DRIVES = 32,192 SF REQUIRED INTERIOR LANDSCAPE AREA = 32,192 x .10 = 3,219 SF INTERIOR LANDSCAPE AREA PROVIDED = 3,220 SF ( 10 % ) PROPOSED DRIVE, PARKING & GRADING = 13,437 SF ( 0.31 ACRE )10ft x 30ftLoading Area10ft x 30ftLoading AreaSupport (4) Future Provide Infrastructure to EV Level 2 Charging StationsBit. PavementBit. PavementBit. PavementBit. PavementBit. PavementDetention BasinNew Concrete SidewalkNew Concrete SidewalkNew Concrete SidewalkNew Concrete SidewalkHOURS OF OPERATION :24 Hours a Day / 7 Days a WeekNOTE: NO OUTSIDE STORAGE 24.00 24.00 5.00Painted Accessible RoutePainted Accessible Route10.0010.0010.0010.00R26.00R50.00Fire Truck Turning Rad.R26.00Fire Truck Turning Rad.R50.00C-3Bloomfield, Connecticut.06002PDS ENGINEERING &Telephone: (860) 242-8586 FAX (860) 242-8587107 Old Windsor RoadCONSTRUCTION, INC.SITE LAYOUT PLAN STARTLINE DEVELOPMENT LLC. PLANNING DEPARTMENT May 15.2024 Bill Jodice PDS Engineering &Construction,Inc. 107 Old Windsor Road Bloomfield.CT 06002 Dear Mr.Jodice. Re:Appl 24-09P,Startline Development —request for a site plan approval to combine three lots into one 4.3—acre parcel and construct a multi—tenant building totaling 30.200 sf..on properties located at 90.100.and 120 South Satellite Road.I zone. Please be advised that the Public Meeting ofthe Planning &Zoning Commission for the above referenced matter has been scheduled for Tuesday.May 28,2024. This meeting will be held in the Council Chambers ofthe South Windsor Town Hall.Someone must be present to represent the application. One sign advertising the meeting must be posted on the property for ten (10)consecutive days prior to the hearing and must be clearly visible from a town street The sign must be posted on South Satellite Road frontage by Saturday,Mav 18,2024. Signs can be picked up at the Planning office ofthe South Windsor Town Hall.1540 Sullivan Avenue.Please call (860)644—2511 ext.2329 if you have any questions.Monday 8:00 a.m.i 7:00 p.m.,Tuesday —Thursday 8:00 a.m.i 4:30 p.m.and Friday 8:00 a.m.—1:00 pm. Sincerelv. MCKKJoshuaStem Administrative Secretarv/Land Use Coordinator 154D Sullivan Avenue,South Windsor,ET 05074 i Tel (H00)544—2511 Ext 2329 i Planning@SuulhWindsur-CT.guv TQWN «3E S©UTH WENDS©R UIILDEN@ DEF/1%RTMENT 1540 Sullivan Ave. South Windsor,CT 06074 Tel.(860)644-251 1 Ext 2230 May 17 2024 PZC Application 24-09P Startline Development 90,100 and 120 South Satellite Rd. Response to May 14th Developers’responses. The following still need to be addressed for the site. 1)The ends of the building are not the closes to the middle part of the building.The parking spots need to be halfway between the end and the middle ofthe building.(CSBC 1 106.7) 2)The accessible walkway along the building needs a physical barrier to protect the pedestrians and to prevent them from being blocked. (A1 17.1 Section 507.1) 3)There needs to be an accessible route to the operable parts of an EV charging station.(The chords used to plug in the vehicle cannot cross the accessible route).(A1 17.1 Section 502.1 1.2) Be advised that this is a review for the Planning and Zoning application onlyandnotforanyotherpermits. lf you have any questions,please fee]free to contact me. Marc Melanson Building Official To: From:Jeff Doolittle,P.E.,Town Engineer - Date: Re: [have reviewed the above Site Plan and have the following comments: 1.The plan shows 4 EV ready spaces with one sized for a HC Van space,but this space is not to be signed or counted as a required HC space.It appears the sign and markings in this EV ready space needs to be changed and another HC space provided. Show the sidewalk along the front of this site connecting to the existing sidewalk to the east. Provide detail(s)for the sidewalk ramps at the driveway crossings to include detectable warning strips per Town and State standards. The sidewalk detail needs to specify 4400 psi concrete per Town standards, Itappears there are excess parking spaces shown,based on the parking calculation.Some of these spaces could be shown as reserve or future and only the spaces that are needed paved. The site is flat and the grading plan is difficult to interpret.Provide additional spot grades along the front of the building and in the driveway and parking spaces so these areas drain.Show grading so the finished ground slopes away from the building (to drain)and proposed high and low spots.Consider raising the building finished floor to elevation 70+/-to improve the grading and drainage away from the building. Show additional existing contours and spot elevations between the proposed detention basin and the proposed tree line and wetlands to the south. The lawn in front of the building is shown sloped toward the building or may be flat.Where is water from the front lawn area going to be collected and where will it be conveyed? The stormwater Management report needs to include calculations for existing pre development stormwater flows off site for the 2-100 yr storms. 10.The 12"discharge pipe could be reduced to 10”diameter.Show a detail for how this pipe will go through the building foundation and under the building. 11.The TF elevation ofthe outlet structure should be lower than the elevation ofthe leak-offs and pavement in the parking area.lsuggest this TF be set at elevation 67.5+/- 12.lnclude a rip rap emergency overflow spillway on the south side of the detention basin near the adjacent wetlands.This should be set a little lower than the top of the basin but higherthan the TF ofthe outlet structure,at about elevation 67,67 to 67.75. The first sentence in the Stormwater Management report is vague,misleading and not necessary.This should be revised or revised with much more back up information. 14,WPCA review and approval is needed for development. Please let me know if there are any questions. MEMORANDUM Michele Lipe,Director of Planning May 23,2024 App 24~09P —Startiine Development LLC SP,90—120 South SateHite Road l3, 1 Appl #24-09P, Startline Development – 90, 100, 120 South Satellite Road Regular Meeting 5-28-2024 Planning Department Report 1. Request for a site plan approval to combine 90, 100, and 120 South Satellite Road into one 4.3-acre parcel and construct a 30,200 square foot multi-tenant building on the southerly side of South Satellite Road, to be known as 100 South Satellite Road, Industrial zone. 2. This proposal is a new development on an otherwise wooded site. 3. Maximum impervious coverage allowed is 65% where 33 % is proposed, maximum lot coverage allowed is 50% where 16% is proposed. Required frontage is 100’ and 773’ is proposed. Front yard setback required is 35’ and 37’ is proposed. Side yard setback required is 10’ and 114’ is proposed. Rear yard setback required is 25’ and 153’ is proposed. 4. Parking is located on the sides and in the rear of the building where 44 spaces are required and 47 are being proposed. The proposed standard parking spaces are 10’x18’ to accommodate larger trucks that may be parked on site. 5. It is our understanding that this will be a multi-tenant building constructed in an incubator/flex-space style. The applicant has indicated on the plans that hours of operation are 24 hours a day and 7 days a week, and that there will be no outdoor storage. Two dumpster locations are shown on the east and west ends of the parking lot, and utility equipment/meters are proposed on the west side of the building and along the front façade facing South Satellite Road. 6. Each unit is accessed by an overhead door and a man-door, and a bathroom is located inside. Some units are shown with windows, but the majority are not. Handicap accessibility to the building is provided in the form of painted striped aisles 6’ in width. 7. A buffer is required on the southern property boundary where the site abuts residentially- zoned land. Per Section 6.2.4(C)(1) of our regulations, lots approved on the land records prior to 5-28-2023 can maintain a 50’ landscape buffer as opposed to the current 75’ buffer. The design of said buffer shall comply with Section 6.2.4. Cross sections have been provided and a note has been added to the drawing stating that an arborist, landscape architect, and town staff shall review the health of the existing trees in the buffer to determine whether or not they should remain. The buffer design is required to be designed by a licensed landscape architect, which this one has not. 8. Town staff has requested a fire truck maneuvering study to make sure the radii of the parking lot are sufficient to facilitate emergency vehicle movement. It is unclear if the applicant will provide this. 9. Site lighting sufficiently complies with our regulations and utilized full cutoff fixtures. Notes have been added to the drawing addressing the color temperature of the lights, which comply with DarkSky regulations, and that photocells and dimmers will decrease light levels by at least 75% one hour after the end of normal operating hours. Considering this is 2 a 24/7 building, the Commission should decide what best constitutes “normal operating hours”. 10. Parking lot landscaping requirements have been addressed with a minimum of 10% interior landscaping. 11. There are regulated wetlands on site. IWA/CC approved this application on 5 -15-2024. A bond shall be collected in the amount of $15,000 to ensure proper placement and maintenance of erosion and sediment controls, and $25,000 for the installation of stormwater structures. 12. Public water and sewer are available. Water Pollution Control Authority approval is required. 13. This application has yet to be reviewed by ADRC due to the inability to have a quorum at the last scheduled meeting. The tentative meeting date is now 6-6-2024. If this application is approved, in addition to modifications mentioned, the planning department request that a new deed be filed combining the property. 2 5 89.35521.73 175.0 362.49 5 1 .9 7 244.00 244.00 199.15 335.90WALKING TRAIL EASEMENT 520.84 177.30296.25300.0 200.0250.0043.53289.08244.00 338.53285.27 53.783D-1 244.00 2 103.3 CONNECTICUTSOUTH SATELLITE ROAD 44.97 200.00 315 316 250.004 9 . 7 0 279.21294.00 1 250.00316 320.0348.28300.76 5 4 3D-2 253.38258.37 550.00155.80 135.00 101.61 244.00 3 100.0 17.03D-3 258.36 SOUTH SATELLITE ROAD 244.00 WATER 300.00250.00365.63294.00 150.0 240.33 244.00 31429.3 µ1 inch = 100 feet The information on this map is from a computer database accessed using a Geographic Information System (GIS). This is not a surveyproduct. The data provided on this map are provided for informationaland planning purposes only. The Town makes no claims or guaranteesabout the accuracy or currency of the contents of this map and expresslydisclaims liability for errors and omissions in its contents. Unauthorizedattempts to modify any information shown on this map or utilize thismap for other than its intended purposes are prohibited. Each user of thismap is responsible for determining its suitability for his or her intendeduse or purpose. In no event will the Town of South Windsor be liable forany damages, including loss of data, lost profits, business interruption,loss of business information or other pecuniary loss that might arise fromthe use of this map or the information it contains. Appl 24-09P, Startline Development90, 100, 120 South Satellite Road PLANNING DEPARTMENT CERTIFIED MAIL #7022 2410 0000 6508 7914 May 29,2024 Bill Jodice PDS Engineering and Construction,Inc. 107 Old Windsor Road Bloomfield,CT 06002 Dear Mr.Jodice: Re:Appli 24—09P Startline Development,LLC Site Plan We are pleased t0 advise you that the Planning &Zoning Commission voted on May 29,2024 to approve with modifications the above referenced application for a Site Plan of Development. This approval is to combine three lots into one 4,3—acre parcel and construct a multi—tenant building totaling 30,200 sf.,on properties located at 90.100,and 120 South Satellite Road,I zone,as shown on plans prepared by PDS Engineering &Construction,Inc.dated April 30,2024 and as revised May l3,2024.This approval is subject to the following modifications: l.Prior to commencement of any site work‘a meeting must be held with Town Staff. 2.No building permit will be issued until the final mylars have been filed in the Town Clerk’s office. 3.This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission,including bonds in the amount of $15,000 to ensure proper placement and maintenance of erosion and sediment control measures,and $25,000 for the installation of stormwater structures. A landscape bond in the amount of $5,000 is required and must be submitted prior to the issuance ofa certificate ofoccupancy ifwork is not completed. U1 All bonds must be in one ofthe fomts described in the enclosed Bond Policy. An as-built plan is required prior to issuance ofa Certificate of Occupancy per Section 9.1 .3 of the Zoning Regulations. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. This approval does not constitute approval of the sanitary sewer.which can only be grantedbytheWaterPollutionControlAuthority. No building permits will be issued until the Office of State Traffic Administration certificate has been issued (per CGS §l4-3 1 I). .The building street number must be included on the final plan..Pavement markings must be maintained in good condition throughout the site drives and parking areas. are erected. .Light fixture photocells and dimmers will decrease light levels by at least 75%one hour after l4. the end of normal operating hours as established by the Commission. A new deed shall be filed in the land records combining the properties (90.100,and 120 South Satellite Road). 1540 Sullivan Avenue,South Windsor,ET D6074 i Tel (BEG)644-2511 Ext 2329 i P|anning@SauthWindsnr-CT.gnv .All free-standing signs and/or building signs require the issuance ofa sign permit before they 15.Final plans must incorporate all applicable comments provided by the Town Engineer, Building Official,and the Architectural &Design Review Committee. 16.Final buffer design must be prepared and stamped by a licensed landscape architect. 17.Vehicle maneuvering plans showing fire truck turning and movement shall be submitted. 18.Final location of understory planting in the buffer area to be field located with Town staff. 19.EV chargers must be installed in accordance with the regulations. Black and white transparent mylars of the Cover Sheet and Sheets #C-2 and C-3 with the above modifications,together with three print copies of the entire set of plans with live signatures andraisedseals(including architectural elevations and landscaping plans)must be submitted to this Commission to be stamped and signed.The letters of approval of this Commission as well as theInlandWetlandsAgency/Conservation Commission and the Water Pollution Control Authority must be reproduced on the mylars. After the mylars have been signed by the Commission,they will be retumed to you for filing in the Office of the Town Clerk.After filing these plans,a copy of the receipt must be submitted t0thePlanningDepartment. Sincerely. J u‘fl/LQ/ Stephen Wagner,Chairman Planning and Zoning Commission SW/js cc:Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal / PLANNING BEPARTMENT October 21.2025 Bill Jodice PDS Engineering and Construction,Inc. 107 Old Windsor Road Bloomfield,CT 06002 Dear Mr.Jodice: Re:Appl.#24-09P,Startline Development This is to advise you that the Planning and Zoning Commission voted on October 14. 2025 to release the following bonds: Agpl.24-09P Startline Development E&S Bond in the amount of $15,000 reduced by $10,000 to leave a balance of$5,000. Appl.24-09P Startline Development Stormwater Bond in the amount of $25,000 reduced by $25,000 to leave a balance of -O-. Please forward an amendment to the letter of credit we are currently holding showing this reduction at your earliest convenience. Sincerely. i /11W to?WKevinFoley.Vice Cliairman Planning &Zoning Commission KF/js cc:Town Engineer Chief Building Official 1540 SuHivan Avenue.South Windsnr,CT 051174 1 Tel (EEG)“4-2511 Ext 2329 1 Planning@SouthWindsar-Cl.gnv /\ < PLANNING DEPARTMENT November 13,2025 Mark P.Milligan TD Bank 203 Trumbull Street Hartford,CT 06103 Dear Mr.Milligan: Re:Appl.24—09P.Startline Development —100 South Satellite Road Per your request,enclosed are the released letters of credit for the $15,000 erosion and sedimentation control bond and the $25,000 stormwater bond for the above referenced application The Town of South Windsor is still holding a $5,000 cash bond for erosion and sedimentation control. If you have any questions.please contact the Planning Department at (860)644—2511, ext.2253.Thank you. Sincerely, Michele M.Lipe.AICP Director of Planning MML/js 1540 Sullivan Avenue,Snuth Windsor,CT DED74 i Tel (EEU)5114-2511 Ext 2329 l Planning@SouthWindsar-CT.gav