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Home My WebLink About21-52P TOSW Police Department Solar CarportA ELVPCINTs RECEEVED TECHNOLOGY CORPORATION NOV 1 7ZUZ1 LETTER OF TRANSMITTAL November 17,2021 Town of South Windsor Director of Planning 1540 Sullivan Avenue South Windsor,CT 06074 Attn:Michele M.Lipe Re:S Windsor PD Carport 151 Sand Hill Road South Windsor,CT Dear Ms.Lipe, On behalf of the Applicant,Greenskies Clean Energy,LLC ("GCE”,All—Points Technology Corp.,P.C.(“APT") is pleased to submit a Site Plan Modification Application for a proposed carport and rooftop solar photovoltaic facility behind the existing Police Department building,located at 151 Sand Hill Road,South Windsor,Connecticut. In support of this Site Plan Modification Application,the following documents are enclosed. o Site Plan Modification Narrative —3 copies o Has the following attachments:-Site Plan Modification Application Form —3 copies-S Windsor PD Carport Permit Plans (11"x17")—3 sets-Stormwater Memorandum —3 copies-Town Authorization Letter —3 copies -S Windsor PD Carport Permit Plans (24"x36")—3 sets Sincerely, All-Points Technology Corporation,P.C. Jin Tao EIT Siva Thashnath,Greenskies Clean Energy,LLC Clay Major,Town of South Windsor,Director of Facilities Kevin A.McCaffery,APT Enclosures ALL-POINTS TECHNOLOGY CORPORATION,P.C. 567 VAUXHALL STREET EXTENSION i SUITE 311 -WATERFORD,CT 06385 -PHONE 860-663-1697 Town of South Windsor Planning and Zoning Commission Site Plan Modification Permit Narrative Greenskies Clean Energy, LLC S Windsor PD Carport 151 Sand Hill Road South Windsor, Connecticut Prepared for: Greenskies Clean Energy, LLC 127 Washington Avenue West Building, Garden Level North Haven, CT 06473 Prepared by: All-Points Technology Corp., P.C. 567 Vauxhall Street Extension – Suite 311 Waterford, Connecticut 06385 November 2021 i Table of Contents Permit Application Narrative .................................................................................................... 1 Introduction............................................................................................................................. 1 Location Description .............................................................................................................. 1 Proposed Work Description .................................................................................................. 2 Summary .................................................................................................................................. 3 ii Attachments Attachment Description A Site Plan Modification Application B S Windsor PD Carport Permit Plans, by All‐Points Technology Corporation, dated 11/05/21 C Stormwater Memorandum, by All‐Points Technology Corporation, dated 11/10/21 D Town Authorization Letter, dated 11/12/21 A-1 Permit Application Narrative This document is submitted in accordance with the Town of South Windsor Zoning Regulations, completed by the Town of South Windsor Planning and Zoning Commission (“PZC”) effective as of August 2, 2020. Introduction Greenskies Clean Energy, LLC (“Greenskies”, “GCE”, or the “Applicant”) proposes construction of a carport solar photovoltaic facility (“Carport” or “Facility”) behind the existing South Windsor Police Department building located at 151 Sand Hill Road, South Windsor, Connecticut (the “Subject Property” or “Site”). The Subject Property is a ±5.32‐acre parcel owned by the Town of South Windsor. The proposed Carport includes the installation of two (2) ground mount solar carport arrays, consisting of 494 solar modules, that would generate ±201 kW DC (±150 kW AC) of renewable clean power. The Facility would be installed within the existing parking lot behind the existing building. The following sections of this narrative describe the Site and proposed work. Per Zoning Regulations 7.20.2 and correspondence with Jeffery Doolittle, it is anticipated that the Carport would be considered a small solar energy system with direct consumption on the Subject Property and would need a Site Plan Modification permit that would be able to be handled administratively by the Town staff, which an approval would then be reported to the PZC during the next meeting by the Town planner. As such, the Site Plan Modification application is completed and attached as Appendix A. Location Description The Subject Property is located at 151 Sand Hill Road, South Windsor, Connecticut. The ±5.32‐ acre parcel, designated with a map block lot number of 76‐8 by the Town of South Windsor Assessor’s Office, is zoned in the Rural Residential (“RR”) district. The RR district has the following District Min Lot Area (SF) Min. Lot Frontage (FT) Min. Lot Depth (FT) Min. Yards front/side/rear (FT) Max. Height of Buildings (STORY/FT) Max. Lot Coverage (%) RR 40,000 175 200 50/20/50 2.5/30 15 Access to the proposed Facility would be from the existing paved driveway off of Sand Hill Road to the building and parking lot. Two (2) wetlands were identified on the Subject Property in proximity to the proposed Facility. One (1) wetland system is located along the western property boundary (“Wetland 1”) and is a floodplain wetland associated with Plum Gully Brook. The other wetland system (“Wetland A-2 2”) is identified as an existing stormwater management basin located just south of the rear parking lot. Due to the location of the existing parking lot and spaces, the proposed Facility and improvements are designed minimize the impacts to the existing wetlands and associated 80‐foot upland review area. However, the Facility will encroach into the 80‐foot buffer associated with the existing stormwater management basin, Wetland 2. As such, an application for a Minimal Impact Inland Wetlands, Watercourses and Conservation Application has been submitted to the Inland Wetlands Agency/Conservation Commission (“IWA”) for review. Proposed Work Description The Facility includes the installation of two (2) ground mount photovoltaic (“PV”) solar carport arrays that would generate ±201 kW DC (±150 kW AC) of renewable clean power. See Attachment B, Site Plans by All‐Points Technology Corporation, P.C. The proposed racking for the solar carport as well as the specifications for the associated equipment, including transformers, inverters, and modules, will be finalized prior to construction. It is anticipated that the carport will have a maximum height of approximately 23 feet. The ±201 kW DC (±150 kW AC) PV System will be interconnected to the existing Police Department building with new equipment to be located to the southeast corner of the building. The entire installation will meet the 2017 NEC requirements. The Facility will be constructed over the parking area located immediately south of the existing building. No clearing of surrounding trees is anticipated. The foundations of the northern carport will be located within existing pavement. The foundations of the southern carport will be located in the lawn area just south of the paved parking area. Any areas of soil disturbance will be seeded with the Ernst Solar Farm Seed mix or approved equivalent. The proposed solar panels will be installed on a ground mounted racking system. Little to no grading will be required for development of the Facility. An electrical trench will be required to connect the Facility to the interconnection point located in the building. Since the Facility will be installed over existing pavement and grassed lawn area, the post‐development runoff condition of the Facility is expected to match that of the pre‐existing conditions. As a result, the stormwater analysis anticipates that no stormwater management best management practice is required for the Project. See Stormwater Memorandum, Attachment C. While little to no grading is proposed and thus, little to no erosion and sediment would be generated with the construction of the Facility, an erosion and sedimentation control plan will nonetheless be implemented to prevent the potential release of sediments during construction activities. The plan will incorporate Best Management Practices (“BMPs”) specified by the CT DEEP1 and the U.S. Environmental Protection Agency2 and comply with the requirements of the NPDES General Permit for Storm Water Discharges for Construction  1 CT DEEP, 2002. 2002 Connecticut Guidelines for Soil Erosion and Sediment Control. 2 United States Environmental Protection Agency, 1992. Storm Water Management for Construction Activities: Developing Pollution Prevention Plans and Best Management Practices. A-3 Activities. The program areas of exposed soil will be kept to a minimum and a permanent vegetative cover or other forms of stabilization will be established as soon as practicable. Erosion and sedimentation controls will be maintained until areas of exposed soil are permanently stabilized. Additional details of the proposed Project are depicted on Project Site Plans, see Appendix B. Work proposed includes the following:  Installation of erosion control barriers;  Installation of ground foundation, pole mounted solar panels and racking system;  Excavation of underground utility installation; and  Establishment of permanent vegetation with seeding and mulching of all disturbed areas. GCE is the owner and will be and operator of the Facility. GCE will prepare an Operations & Maintenance plan which will include the monitoring and maintenance of all GCE facilities 24/7. GCE will coordinate with the Town Fire Department prior to the Facility being operational to ensure that the Department has the information required in case of an emergency. Summary The Applicant is proposing to construct a carport solar facility consisting of two (2) ground mount solar photovoltaic arrays providing a total of ±201 kW DC (±150 kW AC) behind the existing Police Department building located at 151 Sand Hill Road, South Windsor, Connecticut. The proposed design, construction, operation and maintenance plans are consistent with local, state and federal requirements. The Applicant respectfully requests that the Site Plan Modification Application be handled administratively through Town Staff. Attachment A Site Plan Modification Application Form Dated 11/10/21 Attachment B S Windsor PD Carport Permit Plans by All‐Points Technology Corporation, dated 11/05/21 DATE:APT FILING NUMBER:S WINDSOR PD CARPORT151 SAND HILL RDSOUTH WINDSOR, CT 06074SITEADDRESS:SHEET TITLE:DRAWN BY:CHECKED BY:SHEET NUMBER:DESIGN PROFESSIONAL OF RECORDDATENOREVISION11/05/21CT5992800123456JTKAM11/05/21 FOR REVIEW: KAMPERMIT SET567 VAUXHALL STREET EXTENSION - SUITE 311WATERFORD, CT 06385 PHONE: (860)-663-1697WWW.ALLPOINTSTECH.COM FAX: (860)-663-0935OWNER:ADDRESS:TOWN OF SOUTH WINDSOR1530 SULLIVAN AVENUESOUTH WINDSOR, CT 06074PROF: KEVIN A. MCCAFFERY, P.E.COMP: ALL-POINTS TECHNOLOGYCORPORATION, P.C.ADD: 567 VAUXHALL STREETEXTENSION - SUITE 311WATERFORD, CT 06385127 WASHINGTON AVENUEWEST BUILDING, GARDEN LEVELNORTH HAVEN, CT 06473LIST OF DRAWINGSSITE INFORMATIONGREENSKIES CLEAN ENERGY, LLC"S WINDSOR PD CARPORT"151 SAND HILL RDSOUTH WINDSOR, CT 06074USGS TOPOGRAPHIC MAPTITLE SHEET & INDEXT-1LONG ISLAND SOUND1570MUNICIPAL LOCATIONI S L A N DS T A T E O F R H O D E STATE OF CONNECTICUTSTATE OF NEW YORKUNIONSTAFFORDTOLLANDWILLINGTONENFIELDLOCKSWINDSOREASTWINDSORWINDSORELLINGTONSOMERSWINDSORSOUTHMANCHESTERWESTHARTFORDEASTHARTFORDWETHERSFIELDNEWINGTONBRITAINNEWHARTFORDVERNONGLASTONBURYCROMWELLPORTLAND71BERLINSOUTHINGTONROCKY HILL665CHESHIREMERIDENMIDDLETOWNMIDDLEFIELDPLAINVILLEBLOOMFIELDWOLCOTT322BRISTOLEASTGRANBYSUFFIELDCANTONSIMSBURYGRANBYAVONFARMINGTONCOLEBROOKNORTHCANAANCANAANNORFOLKWINCHESTERTORRINGTONCORNWALLGOSHENSALISBURYSHARONHARTFORDNEWLITCHFIELDHARWINTONWARRENMORRISKENTPLYMOUTHWATERTOWNTHOMASTONWASHINGTONWOODBURYBETHLEHEMMIDDLEBURYWATERBURYROXBURYBRIDGEWATERSHERMANNEWNEWMILFORDHARTLANDBARKHAMSTEDPROSPECTBURLINGTONNAUGATUCKOXFORDBEACONFALLSSOUTHBURYSEYMOURANSONIABETHELNEWTOWNBROOKFIELDDANBURYDERBYREDDINGRIDGEFIELDFAIRFIELDTHOMPSONKILLINGLYPUTNAMWOODSTOCKASHFORDEASTFORDCOVENTRYMANSFIELDPOMFRETSTERLINGVOLUNTOWNPLAINFIELDGRISWOLDNORTHSTONINGTONCHAPLINWINDHAMANDOVERSCOTLANDSPRAGUECOLUMBIALEBANONHEBRONMARLBOROUGHBOLTONLISBONNORWICHBOZRAHCOLCHESTERMONTVILLESALEMEAST HADDAMEASTHAMPTONHADDAMDURHAMFRANKLINLEDYARDPRESTONCANTERBURYBROOKLYNHAMPTONSTONINGTONGROTONLONDONNEWLYMEOLD LYMEESSEXOLDEAST LYMESAYBROOKCHESTERDEEPMADISONCLINTONKILLINGWORTHRIVERGUILFORDWATERFORDWALLINGFORDNORTHBETHANYNORTHBRANFORDEASTHAVENNEWHAVENBRANFORDWOODBRIDGESHELTONMONROEORANGEMILFORDSTRATFORDEASTONWESTONTRUMBULLWILTONFAIRFIELDWESTPORTBRIDGEPORTNEWCANAANSTAMFORDDARIENGREENWICHNORWALKWESTHAVENHAMDENHAVENSTATE OF MASSACHUSETTSWESTBROOKT-11 OF 1GN-1OP-1EC-1EC-2SP-1DN-1TITLE SHEET & INDEXEXISTING CONDITIONS PLAN PROVIDED BY MARTIN SURVEYINGASSOCAITES, LLC.GENERAL NOTESOVERALL LOCUS MAPSEDIMENTATION & EROSION CONTROL NOTES & DETAILSSEDIMENTATION & EROSION CONTROL PLANSITE & GRADING & UTILITY PLANSITE DETAILSSITE NAME:LOCATION:SITE TYPE/DESCRIPTION:PROPERTY OWNER:APPLICANT:ENGINEER CONTACT:LATITUDE:LONGITUDE:MBLU:ZONE:TOTAL SITE ACREAGE:TOTAL DISTURBED AREA:"S WINDSOR PD CARPORT"151 SAND HILL RD SOUTH WINDSOR, CT 06074ADD (2) CARPORT ROOF MOUNTED SOLARPANEL ARRAYS W/ ASSOCIATED EQUIPMENT.TOWN OF SOUTH WINDSOR1530 SULLIVAN AVENUESOUTH WINDSOR, CT 06074GREENSKIES CLEAN ENERGY, LLC127 WASHINGTON AVENUEWEST BUILDING, GARDEN LEVELNORTH HAVEN, CT 06473KEVIN A. MCCAFFERY, P.E.(860) 663-1697 x22841°50'08.98" N72°33'08.16" W76-8RR5.32± AC.0.15± AC.SCALE : 1" = 2000'± SOURCE: NRCS HARTFORD CT DIGITAL RASTER GRAPHIC COUNTY MOSAIC, 2001 N NSITE SAND HILL ROADSOUTH WINDSORPOLICE DEPARTMENTWF-1-01WF-1-02WF-1-03WF-1-04WF-1-05WF-1-08WF-1-09WF-1-10WF-1-11WF-2-01WF-2-02WF-2-03WF-2-04WF-2-05WF-2-06WF-2-07WF-2-09N 06°55'00" W 624.86'N 89°34'58" E349.46'S 42°55'33" W824.29'44.11'L=332.21'R=1950.00'Δ=9°45'40"CB=S 85°32'12" ECL=331.81'N 81°28'13" WREVISIONS:LEGEND:201 CHRISTIAN LANE BERLIN, CT 06037860-832-9328 860-357-4604 (FAX)PROPERTY & TOPOGRAPHIC SURVEYSOUTH WINDSOR POLICE DEPARTMENTLAND OF TOWN OF SOUTH WINDSOR 151 SAND HILL ROADSOUTH WINDSOR, CONNECTICUTG.S.D.1 OF 121-1101"=30'11/4/2021SITE LOCATION MAP (NOT TO SCALE)SITEMAP NOTES:1. THIS MAP AND SURVEY HAVE BEEN PREPARED PURSUANT TO THE REGULATIONSOF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b-20 AND"THE MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OFCONNECTICUT" ADOPTED JUNE 21, 1996; AMENDED OCTOBER 26, 2018.2. THE TYPE OF SURVEY PERFORMED AND THE MAPPED FEATURES DEPICTEDHEREON ARE IN ACCORDANCE WITH THE REQUIREMENTS OF A PROPERTY &TOPOGRAPHIC SURVEY.3. THE PROPERTY/BOUNDARY OPINION/DETERMINATION DEPICTED HEREONCONFORMS TO A CLASS 'A2' ACCURACY AND IS BASED UPON A RESURVEY OF MAPREFERENCE 'A'.4. THE HORIZONTAL BASELINE CONFORMS TO A CLASS A-2 ACCURACY.THE VERTICAL BASELINE CONFORMS TO A CLASS V-2 ACCURACY.THE TOPOGRAPHIC FEATURES CONFORM TO A CLASS T-2 ACCURACY.5. THE NORTH ARROW AND BEARINGS ARE BASED UPON THE CONNECTICUT STATECOORDINATE SYSTEM N.A.D. 1983 (2011). THE ELEVATIONS ARE BASED UPON THENORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) USING GEOID 12B.COORDINATES AND ELEVATIONS WERE DETERMINED FROM RTK GPSOBSERVATIONS MADE ON OCTOBER 14, 2021, USING THE CT DOT RTK NETWORKKNOWN AS ACORN (CTEG BASE), HAVING THE FOLLOWING VALUES:LATITUDE = N 41° 55' 24.34700"LONGITUDE= 72° 41' 55.88092"ELLIPSOID HEIGHT = 30.293M6. UNDERGROUND UTILITIES, STRUCTURES AND FACILITY LOCATIONS DEPICTED ANDNOTED HEREON ARE BASED UPON OBSERVABLE SURFACE EVIDENCE WHILECONDUCTING THE FIELD SURVEY. THESE LOCATIONS MUST BE CONSIDERED ASAPPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ONTHE SITE, THE EXISTENCE WHICH IS UNKNOWN TO MARTIN SURVEYINGASSOCIATES, LLC.. ALL CONTRACTORS ARE REQUIRED TO CONTACTCALL-BEFORE-YOU-DIG AT 1-800-922-4455 FOR LOCATION AND OR STAKEOUT OFANY UTILITY PRIOR TO ANY EXCAVATION.7. THE TOPOGRAPHIC FEATURES DEPICTED HEREON ARE THE RESULT OF A FIELDSURVEY CONDUCTED ON OCTOBER 14, 2021.MAP REFERENCES:A. "SITE GRADING, DRAINAGE, AND UTILITIES PLAN, POLICE/AMBULANCE FACILITYSAND HILL ROAD SOUTH WINDSOR, CONN" SCALE: 1"=20'; DATED: APRIL 6, 1983;BY: THE LAWRENCE ASSOCIATES.B. "LAYOUT PLAN PLUM RIDGE PHASE I & II ELLINGTON ROAD & SAND HILL ROAD -SOUTH WINDSOR, CT" SCALE: 1"=40'; DATED: JANUARY 4, 1985; BY: FUSS &O'NEILL.C. "SAINT PETER'S EPISCOPAL CHURCH SAND HILL ROAD SOUTH WINDSOR, CONN."SCALE: 1"=40'; DARED: JANUARY 17, 1985; BY: MEEHAN ASSOCIATES.D. "PEACHBROOKE PLANNED COMMUNITY DECLARANT BROM BUILDERS INC.,PROPERTY OF BROM BUILDERS INC" SCALE: 1"= 40'; DATED: MAY 30, 1991;REVISED: NOVEMBER 12, 1991; BY: DAVID L STEIN. DATE:APT FILING NUMBER:S WINDSOR PD CARPORT151 SAND HILL RDSOUTH WINDSOR, CT 06074SITEADDRESS:SHEET TITLE:DRAWN BY:CHECKED BY:SHEET NUMBER:DESIGN PROFESSIONAL OF RECORDDATENOREVISION11/05/21CT5992800123456JTKAM11/05/21 FOR REVIEW: KAMPERMIT SET567 VAUXHALL STREET EXTENSION - SUITE 311WATERFORD, CT 06385 PHONE: (860)-663-1697WWW.ALLPOINTSTECH.COM FAX: (860)-663-0935OWNER:ADDRESS:TOWN OF SOUTH WINDSOR1530 SULLIVAN AVENUESOUTH WINDSOR, CT 06074PROF: KEVIN A. MCCAFFERY, P.E.COMP: ALL-POINTS TECHNOLOGYCORPORATION, P.C.ADD: 567 VAUXHALL STREETEXTENSION - SUITE 311WATERFORD, CT 06385127 WASHINGTON AVENUEWEST BUILDING, GARDEN LEVELNORTH HAVEN, CT 06473GENERAL NOTESGN-11. THE SURVEY WAS PROVIDED BY MARTIN SURVEYING ASSOCIATES, LLC. DATED NOVEMBER 4, 2021.2. THERE ARE BORDERING VEGETATED WETLANDS (BVW/S) LOCATED ON THE SITE AS INDICATED ONTHE PLANS. BVW BOUNDARIES WERE FLAGGED AND LOCATED BY ALL-POINTS TECHNOLOGY CORP.,P.C., IN SEPTEMBER 2021.3. THERE WILL BE MINIMAL GRADING ON SITE IN THE AREAS OF THE MINOR CLEARING, TO ENSURE THATPROPER DRAINAGE IS MAINTAINED.4. THE CONTRACTOR SHALL FOLLOW THE RECOMMENDED SEQUENCE OF CONSTRUCTION NOTESPROVIDED ON THE EROSION CONTROL PLAN OR SUBMIT AN ALTERNATE PLAN FOR APPROVAL BYTHE ENGINEER AND/OR PERMITTING AGENCIES PRIOR TO THE START CONSTRUCTION. ALLOW AMINIMUM OF 14 WORKING DAYS FOR REVIEW.5. PROPER CONSTRUCTION PROCEDURES SHALL BE FOLLOWED ON ALL IMPROVEMENTS WITHIN THISPARCEL SO AS TO PREVENT THE SILTING OF ANY WATERCOURSE OR BVWS IN ACCORDANCE WITHFEDERAL, STATE, AND LOCAL REGULATIONS. IN ADDITION, THE CONTRACTOR SHALL ADHERE TO THE"EROSION CONTROL PLAN" CONTAINED HEREIN. THE CONTRACTOR SHALL BE RESPONSIBLE TO POSTALL BONDS AS REQUIRED BY GOVERNMENT AGENCIES WHICH WOULD GUARANTEE THE PROPERIMPLEMENTATION OF THE PLAN.6. ALL SITE WORK, MATERIALS OF CONSTRUCTION, AND CONSTRUCTION METHODS FOR EARTHWORKAND STORM DRAINAGE WORK, SHALL CONFORM TO THE SPECIFICATIONS AND DETAILS ANDAPPLICABLE SECTIONS OF THE PROJECT SPECIFICATIONS MANUAL. OTHERWISE THIS WORK SHALLCONFORM TO THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION AND PROJECTGEOTECHNICAL REPORT IF THERE IS NO PROJECT SPECIFICATIONS MANUAL. ALL FILL MATERIALUNDER STRUCTURES AND PAVED AREAS SHALL BE PER THE ABOVE STATED APPLICABLESPECIFICATIONS, AND/OR PROJECT GEOTECHNICAL REPORT, AND SHALL BE PLACED INACCORDANCE WITH THE APPLICABLE SPECIFICATIONS UNDER THE SUPERVISION OF A QUALIFIEDPROFESSIONAL ENGINEER. MATERIAL SHALL BE COMPACTED IN 8" LIFTS TO 95% OF THE MAXIMUMDRY DENSITY AS DETERMINED BY ASTM D 1557 AT 95% PERCENT OF OPTIMUM MOISTURE CONTENT.7. ALL DISTURBANCE INCURRED TO PUBLIC, MUNICIPAL, COUNTY, STATE PROPERTY DUE TOCONSTRUCTION SHALL BE RESTORED TO ITS PREVIOUS CONDITION OR BETTER, TO THESATISFACTION OF THE TOWN OF SOUTH WINDSOR AND STATE OF CONNECTICUT.8. IF IMPACTED OR CONTAMINATED SOIL IS ENCOUNTERED BY THE CONTRACTOR, THE CONTRACTORSHALL SUSPEND EXCAVATION WORK OF IMPACTED SOIL AND NOTIFY THE PROJECT DEVELOPERAND/OR PROJECT DEVELOPER'S ENVIRONMENTAL CONSULTANT PRIOR TO PROCEEDING WITHFURTHER WORK IN THE IMPACTED SOIL LOCATION UNTIL FURTHER INSTRUCTED BY THE PROJECTDEVELOPER AND/OR PROJECT DEVELOPER'S ENVIRONMENTAL CONSULTANT.1. CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE TOWN OF SOUTH WINDSOR TO SECURECONSTRUCTION PERMITS AND FOR PAYMENT OF FEES FOR STREET CUTS AND CONNECTIONS TOEXISTING UTILITIES.2. REFER TO DRAWINGS BY PROJECT DEVELOPER FOR THE ONSITE ELECTRICAL DRAWINGS ANDINTERCONNECTION TO EXISTING ELECTRICAL GRID. SITE CONTRACTOR SHALL SUPPLY AND INSTALLPIPE ADAPTERS AS NECESSARY AT BUILDING CONNECTION POINT OR AT EXISTING UTILITY OR PIPECONNECTION POINT. THESE DETAILS ARE NOT INCLUDED IN THESE PLANS.3. UTILITY LOCATIONS AND PENETRATIONS ARE SHOWN FOR THE CONTRACTOR'S INFORMATION ANDSHALL BE VERIFIED WITH THE ELECTRICAL ENGINEER AND THE PROJECT DEVELOPER'SCONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION.4. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE ELEVATION AND LOCATION OF ALLUTILITIES BY VARIOUS MEANS PRIOR TO BEGINNING ANY EXCAVATION. TEST PITS SHALL BE DUG ATALL LOCATIONS WHERE PROP. SANITARY SEWERS AND WHERE PROP. STORM PIPING WILL CROSSEXISTING UTILITIES, AND THE HORIZONTAL AND VERTICAL LOCATIONS OF THE UTILITIES SHALL BEDETERMINED. THE CONTRACTOR SHALL CONTACT THE PROJECT DEVELOPER IN THE EVENT OF ANYDISCOVERED OR UNFORESEEN CONFLICTS BETWEEN EXISTING AND PROPOSED SANITARY SEWERS,STORM PIPING AND UTILITIES SO THAT AN APPROPRIATE MODIFICATION MAY BE MADE.5. UTILITY CONNECTION DESIGN AS REFLECTED ON THE PLAN MAY CHANGE SUBJECT TO UTILITYPROVIDER AND GOVERNING AUTHORITY STAFF REVIEW.6. THE CONTRACTOR SHALL ENSURE THAT ALL UTILITY PROVIDERS AND GOVERNING AUTHORITYSTANDARDS FOR MATERIALS AND CONSTRUCTION METHODS ARE MET. THE CONTRACTOR SHALLPERFORM PROPER COORDINATION WITH THE RESPECTIVE UTILITY PROVIDER.7. THE CONTRACTOR SHALL ARRANGE FOR AND COORDINATE WITH THE RESPECTIVE UTILITYPROVIDERS FOR SERVICE INSTALLATIONS AND CONNECTIONS. THE CONTRACTOR SHALLCOORDINATE WORK TO BE PERFORMED BY THE VARIOUS UTILITY PROVIDERS AND SHALL PAY ALLFEES FOR CONNECTIONS, DISCONNECTIONS, RELOCATIONS, INSPECTIONS, AND DEMOLITION UNLESSOTHERWISE STATED IN THE PROJECT SPECIFICATIONS MANUAL AND/OR GENERAL CONDITIONS OFTHE CONTRACT.8. ALL EXISTING PAVEMENT WHERE UTILITY PIPING IS TO BE INSTALLED SHALL BE SAW CUT. AFTERUTILITY INSTALLATION IS COMPLETED, THE CONTRACTOR SHALL INSTALL TEMPORARY AND/ORPERMANENT PAVEMENT REPAIR AS DETAILED ON THE DRAWINGS OR AS REQUIRED BY THE TOWN OFSOUTH WINDSOR.9. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OROTHER ACCURATE METHOD.10. RELOCATION OF UTILITY PROVIDER FACILITIES, SUCH AS POLES, SHALL BE DONE IN ACCORDANCEWITH THE REQUIREMENTS OF THE UTILITY PROVIDER.11. THE CONTRACTOR SHALL COMPACT PIPE BACKFILL IN 8" LIFTS ACCORDING TO THE PIPE BEDDINGDETAILS. TRENCH BOTTOM SHALL BE STABLE IN HIGH GROUNDWATER AREAS. A PIPE FOUNDATIONSHALL BE USED PER THE TRENCH DETAILS AND IN AREAS OF ROCK EXCAVATION.12. CONTRACTOR TO PROVIDE STEEL SLEEVES AND ANNULAR SPACE SAND FILL FOR UTILITY PIPE ANDCONDUIT CONNECTIONS UNDER FOOTINGS.13. ALL UTILITY CONSTRUCTION IS SUBJECT TO INSPECTION FOR APPROVAL PRIOR TO BACKFILLING, INACCORDANCE WITH THE APPROPRIATE UTILITY PROVIDER REQUIREMENTS.14. A ONE-FOOT MINIMUM VERTICAL CLEARANCE BETWEEN WATER, GAS, ELECTRICAL, AND TELEPHONELINES AND STORM PIPING SHALL BE PROVIDED. A SIX-INCH MINIMUM CLEARANCE SHALL BEMAINTAINED BETWEEN STORM PIPING AND SANITARY SEWER. A 6-INCH TO 18-INCH VERTICALCLEARANCE BETWEEN SANITARY SEWER PIPING AND STORM PIPING SHALL REQUIRE CONCRETEENCASEMENT OF THE SANITARY PIPING.15. THE CONTRACTOR SHALL RESTORE ANY UTILITY STRUCTURE, PIPE, CONDUIT, PAVEMENT, CURBING,SIDEWALKS, DRAINAGE STRUCTURE, SWALE OR LANDSCAPED AREAS DISTURBED DURINGCONSTRUCTION, TO THEIR ORIGINAL CONDITION OR BETTER TO THE SATISFACTION OF THE PROJECTDEVELOPER AND TOWN OF SOUTH WINDSOR.16. INFORMATION ON EXISTING UTILITIES AND STORM DRAINAGE HAS BEEN COMPILED FROM AVAILABLEINFORMATION INCLUDING UTILITY PROVIDER AND MUNICIPAL RECORD MAPS AND/OR FIELD SURVEY,AND IS NOT GUARANTEED CORRECT OR COMPLETE. UTILITIES AND STORM DRAINAGE ARE SHOWNTO ALERT THE CONTRACTOR TO THEIR PRESENCE. THE CONTRACTOR IS SOLELY RESPONSIBLE FORDETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES AND STORM DRAINAGEINCLUDING SERVICES. CONTACT "CALL BEFORE YOU DIG" AT 811 72 HOURS PRIOR TO CONSTRUCTIONAND VERIFY ALL UNDERGROUND AND OVERHEAD UTILITY AND STORM DRAINAGE LOCATIONS. THECONTRACTOR SHALL EMPLOY THE USE OF A UTILITY LOCATING COMPANY TO PROVIDE SUBSURFACEUTILITY ENGINEERING CONSISTING OF DESIGNATING UTILITIES AND STORM PIPING ON PRIVATEPROPERTY WITHIN THE CONTRACT LIMIT AND CONSISTING OF DESIGNATING AND LOCATING WHEREPROP. UTILITIES AND STORM PIPING CROSS EXISTING UTILITIES AND STORM PIPING WITHIN THECONTRACT LIMITS.17. THE CONTRACTOR SHALL ARRANGE AND COORDINATE WITH UTILITY PROVIDERS FOR WORK TO BEPERFORMED BY UTILITY PROVIDERS. THE CONTRACTOR SHALL PAY ALL UTILITY FEES UNLESSOTHERWISE STATED IN THE PROJECT SPECIFICATION MANUAL AND GENERAL CONDITIONS, ANDREPAIR PAVEMENTS AS NECESSARY.18. ELECTRIC DRAWINGS AND REQUIREMENTS ARE NOT INCLUDED AS PART OF THIS DRAWING SET ANDSHOULD BE OBTAINED FROM THE PROJECT DEVELOPER.19. ALTERNATIVE METHODS AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED IF REVIEWEDAND APPROVED BY THE PROJECT DEVELOPER, ENGINEER, AND APPROPRIATE REGULATORYAGENCIES PRIOR TO INSTALLATION.20. THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TO EXISTING BUILDINGSWITHOUT INTERRUPTION UNLESS/UNTIL AUTHORIZED TO DISCONNECT BY THE PROJECT DEVELOPER,TOWN OF SOUTH WINDSOR, UTILITY PROVIDERS AND GOVERNING AUTHORITIES.1. ALL CONSTRUCTION SHALL COMPLY WITH PROJECT DEVELOPER STANDARDS, TOWN OF SOUTHWINDSOR STANDARDS, CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARDS ANDSPECIFICATIONS IN THE ABOVE REFERENCED INCREASING HIERARCHY. IF SPECIFICATIONS ARE INCONFLICT, THE MORE STRINGENT SPECIFICATION SHALL APPLY.2. IF NO PROJECT CONSTRUCTION SPECIFICATION PACKAGE IS PROVIDED BY THE PROJECT DEVELOPEROR THEIR REPRESENTATIVE, THE CONTRACTOR SHALL COMPLY WITH THE MANUFACTURER, TOWN OFSOUTH WINDSOR, OR CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARDSPECIFICATIONS, AND BE IN ACCORDANCE WITH ALL APPLICABLE OSHA, FEDERAL, STATE ANDLOCAL REGULATIONS.3. THE PROJECT DEVELOPER IS RESPONSIBLE FOR OBTAINING ALL NECESSARY ZONING ANDSTORMWATER PERMITS REQUIRED BY GOVERNMENT AGENCIES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL OBTAIN ALL TOWN OF SOUTH WINDSOR CONSTRUCTION PERMITS. THECONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE PROOF OF INSURANCE ANDPROVIDE TRAFFIC CONTROL NECESSARY FOR THIS WORK.4. REFER TO PLANS, DETAILS AND REPORTS PREPARED BY ALL-POINTS TECHNOLOGY CORPORATIONFOR ADDITIONAL INFORMATION. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELDAND CONTACT THE PROJECT DEVELOPER IF THERE ARE ANY QUESTIONS OR CONFLICTS REGARDINGTHE CONSTRUCTION DOCUMENTS AND/OR FIELD CONDITIONS SO THAT APPROPRIATE REVISIONS CANBE MADE PRIOR TO BIDDING/CONSTRUCTION. ANY CONFLICT BETWEEN THE DRAWINGS ANDSPECIFICATIONS SHALL BE CONFIRMED WITH THE PROJECT DEVELOPERS CONSTRUCTION MANAGERPRIOR TO CONSTRUCTION.5. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL PRODUCTS, MATERIALS PER PLANS, ANDSPECIFICATIONS TO THE PROJECT DEVELOPER FOR REVIEW AND APPROVAL PRIOR TO FABRICATIONOR DELIVERY TO THE SITE. ALLOW A MINIMUM OF 14 WORKING DAYS FOR REVIEW.6. SHOULD ANY UNKNOWN OR INCORRECTLY LOCATED EXISTING PIPING OR OTHER UTILITY BEUNCOVERED DURING EXCAVATION, CONSULT THE PROJECT DEVELOPER IMMEDIATELY FORDIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THIS AREA.7. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE PROJECTDEVELOPER OR OTHERS DURING OCCUPIED HOURS, EXCEPT WHEN SUCH INTERRUPTIONS HAVEBEEN AUTHORIZED IN WRITING BY THE PROJECT DEVELOPER AND THE LOCAL MUNICIPALITY.INTERRUPTIONS SHALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEENPROVIDED.8. THE CONTRACT LIMIT IS THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED OR SHOWN ON THECONTRACT DRAWINGS.9. THE CONTRACTOR SHALL ABIDE BY ALL OSHA, FEDERAL, STATE AND LOCAL REGULATIONS WHENOPERATING CRANES, BOOMS, HOISTS, ETC. IN CLOSE PROXIMITY TO OVERHEAD ELECTRIC LINES. IFCONTRACTOR MUST OPERATE EQUIPMENT CLOSE TO ELECTRIC LINES, CONTACT POWER COMPANYTO MAKE ARRANGEMENTS FOR PROPER SAFEGUARDS. ANY UTILITY COMPANY FEES SHALL BE PAIDFOR BY THE CONTRACTOR.10. THE CONTRACTOR SHALL COMPLY WITH OSHA CFR 29 PART 1926 FOR EXCAVATION TRENCHING ANDTRENCH PROTECTION REQUIREMENTS.11. THE ENGINEER IS NOT RESPONSIBLE FOR SITE SAFETY MEASURES TO BE EMPLOYED DURINGCONSTRUCTION. THE ENGINEER HAS NO CONTRACTUAL DUTY TO CONTROL THE SAFEST METHODSOR MEANS OF THE WORK, JOB SITE RESPONSIBILITIES, SUPERVISION OF PERSONNEL OR TOSUPERVISE SAFETY AND DO NOT VOLUNTARILY ASSUME ANY SUCH DUTY OR RESPONSIBILITY.12. THE CONTRACTOR SHALL RESTORE ANY DRAINAGE STRUCTURE, PIPE, CONDUIT, PAVEMENT,CURBING, SIDEWALKS, LANDSCAPED AREAS OR SIGNAGE DISTURBED DURING CONSTRUCTION TOTHEIR ORIGINAL CONDITION OR BETTER, AS APPROVED BY THE PROJECT DEVELOPER OR TOWN OFSOUTH WINDSOR.13. THE CONTRACTOR SHALL PROVIDE AS-BUILT RECORDS OF ALL CONSTRUCTION (INCLUDINGUNDERGROUND UTILITIES) TO THE PROJECT DEVELOPER AT THE END OF CONSTRUCTION.14. ALTERNATIVE METHODS AND PRODUCTS, OTHER THAN THOSE SPECIFIED, MAY BE USED IF REVIEWEDAND APPROVED BY THE PROJECT DEVELOPER, ENGINEER, AND APPROPRIATE REGULATORY AGENCYPRIOR TO INSTALLATION DURING THE BIDDING/CONSTRUCTION PROCESS.15. INFORMATION ON EXISTING UTILITIES AND STORM DRAINAGE SYSTEMS HAS BEEN COMPILED FROMAVAILABLE INFORMATION INCLUDING UTILITY PROVIDER AND MUNICIPAL RECORD MAPS AND/ORFIELD SURVEY AND IS NOT GUARANTEED CORRECT OR COMPLETE. UTILITIES AND STORM DRAINAGESYSTEMS ARE SHOWN TO ALERT THE CONTRACTOR TO THEIR PRESENCE AND THE CONTRACTOR ISSOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIESAND STORM DRAINAGE SYSTEMS INCLUDING SERVICES. PRIOR TO DEMOLITION OR CONSTRUCTION,THE CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" 72 HOURS BEFORE COMMENCEMENT OFWORK AT "811" AND VERIFY ALL UTILITY AND STORM DRAINAGE SYSTEM LOCATIONS.16. NO CONSTRUCTION OR DEMOLITION SHALL BEGIN UNTIL APPROVAL OF THE FINAL PLANS ANDPERMITS ARE GRANTED BY ALL GOVERNING AND REGULATORY AGENCIES.GENERAL NOTES SITE PLAN NOTES UTILITY NOTESGENERAL LEGENDEXISTING PROPOSEDPROPERTY LINEBUILDING SETBACKSOLAR SETBACKEASEMENTTREE LINEWETLANDWETLAND BUFFERVERNAL POOLVERNAL POOLBUFFERWATERCOURSEWATERCOURSEBUFFERMAJOR CONTOURMINOR CONTOURUNDERGROUNDELECTRICOVERHEAD ELECTRICGAS LINEWATER LINEBASINSWALEFENCELIMIT OFDISTURBANCELIMIT OF CLEARINGAND GRUBBINGFILTER SOCKSILT FENCEBAFFLE(((((((>>> E E OH OH W W >>000 LOD LCGFSFSSFSF[][][]((((((((((((((( IRON PINFOUNDIRON PINFOUNDIRON PIPEFOUNDN 06°55'00" W 624.86'N 89°34'58" E349.46'S 42°55'33" W824.29'44.11'L=332.21'R=1950.00'Δ=9°45'40"CB=S 85°32'12" ECL=331.81'N 81°28'13" W E E E E >>>>>>>>>> > >> LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD DATE:APT FILING NUMBER:S WINDSOR PD CARPORT151 SAND HILL RDSOUTH WINDSOR, CT 06074SITEADDRESS:SHEET TITLE:DRAWN BY:CHECKED BY:SHEET NUMBER:DESIGN PROFESSIONAL OF RECORDDATENOREVISION11/05/21CT5992800123456JTKAM11/05/21 FOR REVIEW: KAMPERMIT SET567 VAUXHALL STREET EXTENSION - SUITE 311WATERFORD, CT 06385 PHONE: (860)-663-1697WWW.ALLPOINTSTECH.COM FAX: (860)-663-0935OWNER:ADDRESS:TOWN OF SOUTH WINDSOR1530 SULLIVAN AVENUESOUTH WINDSOR, CT 06074PROF: KEVIN A. MCCAFFERY, P.E.COMP: ALL-POINTS TECHNOLOGYCORPORATION, P.C.ADD: 567 VAUXHALL STREETEXTENSION - SUITE 311WATERFORD, CT 06385127 WASHINGTON AVENUEWEST BUILDING, GARDEN LEVELNORTH HAVEN, CT 06473OVERALL LOCUS MAP1 NOVERALL LOCUS MAPSCALE : 1" = 150'-0"N/FMULTIPLE OWNERSMBLU: 76-9OP-11 inch = 150 ft.( IN FEET )N/FTOWN OF SOUTH WINDSORMBLU: 76-8N/FPARISH OF ST PETERS CHURCHMBLU: 76-7N/FTOWN OF SOUTH WINDSORMBLU: 76-5N/FTOWN OF SOUTH WINDSORMBLU: 76-5N/FMULTIPLE OWNERSMBLU: 76-16NEVERS RDSAND HILL RDEXIST. WETLAND 2 LIMITS80' UPLAND REVIEW AREAEXIST. WETLAND 1 LIMITS80.0'SOUTH WINDSORPOLICE DEPARTMENTPROP. INTERCONNECTION POINT(SEE ELECTRICAL PLANS TO CONFIRM LOCATION)PROP. ELECTRICAL TRENCH(TYP.) (TEMPORARY IMPACTSTO BE RESTORED) (BY OTHERS)PROP. SOLAR CARPORT168 MODULES (450 W)(7 MODULE ARRAY @ 7 DEGREE TILT TYP.)(UNDER CANOPY LIGHTING AND GUTTERSTO BE PROVIDED)4PROP. SOLAR CARPORT326 MODULES (385 W)(7 MODULE ARRAY @ 7 DEGREE TILT TYP.)(UNDER CANOPY LIGHTING TO BE PROVIDED)5PROPERTY LIMITS (TYP.)ZONING SETBACK LIMITS (TYP.) DATE:APT FILING NUMBER:S WINDSOR PD CARPORT151 SAND HILL RDSOUTH WINDSOR, CT 06074SITEADDRESS:SHEET TITLE:DRAWN BY:CHECKED BY:SHEET NUMBER:DESIGN PROFESSIONAL OF RECORDDATENOREVISION11/05/21CT5992800123456JTKAM11/05/21 FOR REVIEW: KAMPERMIT SET567 VAUXHALL STREET EXTENSION - SUITE 311WATERFORD, CT 06385 PHONE: (860)-663-1697WWW.ALLPOINTSTECH.COM FAX: (860)-663-0935OWNER:ADDRESS:TOWN OF SOUTH WINDSOR1530 SULLIVAN AVENUESOUTH WINDSOR, CT 06074PROF: KEVIN A. MCCAFFERY, P.E.COMP: ALL-POINTS TECHNOLOGYCORPORATION, P.C.ADD: 567 VAUXHALL STREETEXTENSION - SUITE 311WATERFORD, CT 06385127 WASHINGTON AVENUEWEST BUILDING, GARDEN LEVELNORTH HAVEN, CT 06473SEDIMENTATION &EROSION CONTROLNOTESEC-1EROSION CONTROL NOTESCONSTRUCTION OPERATION AND MAINTENANCE PLAN - BY CONTRACTORE&S MEASUREINSPECTION SCHEDULEMAINTENANCE REQUIREDCONSTRUCTIONENTRANCEDAILYPLACE ADDITIONAL STONE, EXTEND THE LENGTH OR REMOVE AND REPLACE THESTONE. CLEAN PAVED SURFACES OF TRACKED SEDIMENT.COMPOST FILTERSOCKWEEKLY & WITHIN 24HOURS OF RAINFALL >0.25"REPAIR/REPLACE WHEN FAILURE OR DETERIORATION IS OBSERVED.SILT FENCEWEEKLY & WITHIN 24HOURS OF RAINFALL >0.25"REPAIR/REPLACE WHEN FAILURE OR DETERIORATION IS OBSERVED. REMOVE SILTWHEN IT REACHES 1/2 THE HEIGHT OF THE FENCE.TOPSOIL/BORROWSTOCKPILESDAILYREPAIR/REPLACE SEDIMENT BARRIERS AS NECESSARY.TEMPORARY SOILPROTECTIONWEEKLY & WITHIN 24HOURS OF RAINFALL >0.25"REPAIR ERODED OR BARE AREAS IMMEDIATELY. RESEED AND MULCH.SEDIMENT & EROSION CONTROL NARRATIVE1. THE PROJECT INVOLVES THE CONSTRUCTION OF A SOLAR CARPORT FACILITY WITH ASSOCIATED EQUIPMENT ON APPROXIMATELY0.15± ACRES OF AN EXISTING PARKING LOT.THE PROPOSED PROJECT INVOLVES THE FOLLOWING CONSTRUCTION:A. CONSTRUCTION OF 494 GROUND MOUNTED SOLAR PANELS IN TWO SEPARATE CARPORT STRUCTURES AND ASSOCIATEDEQUIPMENT.B. THE STABILIZATION OF DISTURBED AREAS TO MEET EXISTING CONDITIONS.2. FOR THIS PROJECT, THERE ARE APPROXIMATELY 0.15± ACRE OF THE SITE BEING DISTURBED WITH NEGLIGIBLE INCREASE IN THEIMPERVIOUS AREA OF THE SITE, AS ALL ACCESS THROUGH THE SITE IS VIA EXISTING PAVEMENT. IMPERVIOUS AREAS ARE LIMITEDTO THE CONCRETE PADS FOR ELECTRICAL EQUIPMENT.3. THE PROJECT SITE, AS MAPPED IN THE SOIL SURVEY OF STATE OF CONNECTICUT (NRCS, VERSION 20, JUN 9, 2020), CONTAINSTYPE 704B AND 232B (HYDROLOGIC SOIL GROUP B) AND TYPE 702A (HYDROLOGIC SOIL GROUP C). A GEOTECHNICAL ENGINEERINGREPORT HAS BEEN COMPLETED BY DOWN TO EARTH CONSULTING, LLC DATED SEPTEMBER 2021.4. IT IS ANTICIPATED THAT CONSTRUCTION WILL BE COMPLETED IN APPROXIMATELY 3-4 MONTHS.5. REFER TO THE CONSTRUCTION SEQUENCING AND EROSION AND SEDIMENTATION NOTES FOR INFORMATION REGARDINGSEQUENCING OF MAJOR OPERATIONS IN THE ON-SITE CONSTRUCTION PHASES.6. STORMWATER MANAGEMENT DESIGN CRITERIA UTILIZES THE APPLICABLE SECTIONS OF THE 2004 CONNECTICUT STORMWATERQUALITY MANUAL AND THE TOWN OF SOUTH WINDSOR STANDARDS, TO THE EXTENT POSSIBLE AND PRACTICABLE FOR THISPROJECT ON THIS SITE. EROSION AND SEDIMENTATION MEASURES ARE BASED UPON ENGINEERING PRACTICE, JUDGEMENT ANDTHE APPLICABLE SECTIONS OF THE CONNECTICUT EROSION AND SEDIMENT CONTROL GUIDELINES FOR URBAN AND SUBURBANAREAS, LATEST EDITION.7. DETAILS FOR THE TYPICAL STORMWATER MANAGEMENT AND EROSION AND SEDIMENTATION MEASURES ARE SHOWN ON THEPLAN SHEETS OR PROVIDED AS SEPARATE SUPPORT DOCUMENTATION FOR REVIEW IN THIS PLAN.8. CONSERVATION PRACTICES TO BE USED DURING CONSTRUCTION:A. STAGED CONSTRUCTION;B. MINIMIZE THE DISTURBED AREAS TO THE EXTENT PRACTICABLE DURING CONSTRUCTION;C. STABILIZE DISTURBED AREAS WITH TEMPORARY OR PERMANENT MEASURES AS SOON AS POSSIBLE, BUT NO LATER THAN7-DAYS FOLLOWING DISTURBANCE;D. MINIMIZE IMPERVIOUS AREAS;E. UTILIZE APPROPRIATE CONSTRUCTION EROSION AND SEDIMENTATION MEASURES.9. THE FOLLOWING SEPARATE DOCUMENTS ARE TO BE CONSIDERED A PART OF THE EROSION AND SEDIMENTATION PLAN:A. STORMWATER MANAGEMENT MEMO DATED NOVEMBER 2021.SUGGESTED CONSTRUCTION SEQUENCETHE FOLLOWING SUGGESTED SEQUENCE OF CONSTRUCTION ACTIVITIES IS PROJECTED BASED UPON ENGINEERING JUDGEMENT ANDBEST MANAGEMENT PRACTICES. THE CONTRACTOR MAY ELECT TO ALTER THE SEQUENCING TO BEST MEET THE CONSTRUCTIONSCHEDULE, THE EXISTING SITE ACTIVITIES AND WEATHER CONDITIONS. SHOULD THE CONTRACTOR ALTER THE CONSTRUCTIONSEQUENCE OR ANY EROSION AND SEDIMENTATION CONTROL MEASURES THEY SHALL MODIFY THE STORMWATER POLLUTIONCONTROL PLAN (“SWPCP”) AS REQUIRED BY THE GENERAL PERMIT. MAJOR CHANGES IN SEQUENCING AND/OR METHODS MAYREQUIRE REGULATORY APPROVAL PRIOR TO IMPLEMENTATION.1. THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING. PHYSICALLY FLAG THE LIMITS OF DISTURBANCE IN THEFIELD AS NECESSARY TO FACILITATE THE PRE-CONSTRUCTION MEETING.2. CONDUCT A PRE-CONSTRUCTION MEETING TO DISCUSS THE PROPOSED WORK AND EROSION AND SEDIMENTATION CONTROLMEASURES. THE MEETING SHOULD BE ATTENDED BY THE OWNER, THE OWNER'S REPRESENTATIVE(S), THE GENERALCONTRACTOR, DESIGNATED SUB-CONTRACTORS AND THE PERSON, OR PERSONS, RESPONSIBLE FOR THE IMPLEMENTATION,OPERATION, MONITORING AND MAINTENANCE OF THE EROSION AND SEDIMENTATION MEASURES. THE CONSTRUCTIONPROCEDURES FOR THE ENTIRE PROJECT SHALL BE REVIEWED AT THIS MEETING.3. NOTIFY CALL BEFORE YOU DIG AT 811, AS REQUIRED, PRIOR TO THE START OF CONSTRUCTION.4. REMOVE EXISTING IMPEDIMENTS AS NECESSARY AND PROVIDE MINIMAL CLEARING AND GRUBBING TO INSTALL THE REQUIREDCONSTRUCTION ENTRANCE/S.5. CLEAR ONLY AS NEEDED TO INSTALL THE PERIMETER EROSION AND SEDIMENTATION CONTROL MEASURES AND, IF APPLICABLE,TREE PROTECTION. ALL WETLAND AREAS SHALL BE PROTECTED BEFORE MAJOR CONSTRUCTION BEGINS.6. INSTALL PERIMETER EROSION CONTROL.7. TEMPORARILY SEED DISTURBED AREAS NOT UNDER CONSTRUCTION FOR THIRTY (30) DAYS OR MORE.8. INSTALL REMAINING ELECTRICAL CONDUIT.9. INSTALL RACKING POSTS FOR GROUND MOUNTED SOLAR PANELS.10. INSTALL GROUND MOUNTED SOLAR PANELS AND COMPLETE ELECTRICAL INSTALLATION.11. AFTER SUBSTANTIAL COMPLETION OF THE INSTALLATION OF THE SOLAR PANELS, COMPLETE REMAINING SITE WORK, INCLUDINGANY REQUIRED LANDSCAPE SCREENING, AND STABILIZE ALL DISTURBED AREAS.12. FINE GRADE, RAKE, SEED AND MULCH ALL REMAINING DISTURBED AREAS.13. AFTER THE SITE IS STABILIZED AND WITH THE APPROVAL OF THE PERMITTEE AND TOWN OF SOUTH WINDSOR AGENT, REMOVEPERIMETER EROSION AND SEDIMENTATION CONTROLS.EROSION AND SEDIMENT CONTROL PLAN NOTES1. THE CONTRACTOR SHALL CONSTRUCT ALL SEDIMENT AND EROSION CONTROLS IN ACCORDANCE WITH THE 2002 CONNECTICUTGUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL, LATEST EDITION, IN ACCORDANCE WITH THE CONTRACT DOCUMENTS,AND AS DIRECTED BY THE TOWN OF SOUTH WINDSOR, PERMITTEE, AND/OR SWPCP MONITOR. ALL PERIMETER SEDIMENTATIONAND EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE START OF CLEARING AND GRUBBING AND DEMOLITIONOPERATIONS.2. THESE DRAWINGS ARE ONLY INTENDED TO DESCRIBE THE SEDIMENT AND EROSION CONTROL MEASURES FOR THIS SITE. SEECONSTRUCTION SEQUENCE FOR ADDITIONAL INFORMATION. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURESSHOWN ON THE EROSION & SEDIMENT CONTROL PLAN ARE SHOWN AS REQUIRED BY THE ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR ENSURING THAT ALL EROSION CONTROL MEASURES ARE CONFIGURED AND CONSTRUCTED IN A MANNERTHAT WILL MINIMIZE EROSION OF SOILS AND PREVENT THE TRANSPORT OF SEDIMENTS AND OTHER POLLUTANTS TO STORMDRAINAGE SYSTEMS AND/OR WATERCOURSES. ACTUAL SITE CONDITIONS OR SEASONAL AND CLIMATIC CONDITIONS MAYWARRANT ADDITIONAL CONTROLS OR CONFIGURATIONS, AS REQUIRED, AND AS DIRECTED BY THE PERMITTEE AND/OR SWPCPMONITOR. REFER TO SITE PLAN FOR GENERAL INFORMATION AND OTHER CONTRACT PLANS FOR APPROPRIATE INFORMATION.3. A BOND OR LETTER OF CREDIT MAY BE REQUIRED TO BE POSTED WITH THE GOVERNING AUTHORITY FOR THE EROSION CONTROLINSTALLATION AND MAINTENANCE.4. THE CONTRACTOR SHALL APPLY THE MINIMUM EROSION & SEDIMENT CONTROL MEASURES SHOWN ON THE PLAN INCONJUNCTION WITH CONSTRUCTION SEQUENCING, SUCH THAT ALL ACTIVE WORK ZONES ARE PROTECTED. ADDITIONAL AND/ORALTERNATIVE SEDIMENT AND EROSION CONTROL MEASURES MAY BE INSTALLED DURING THE CONSTRUCTION PERIOD IF FOUNDNECESSARY BY THE CONTRACTOR, OWNER, SITE ENGINEER, MUNICIPAL OFFICIALS, OR ANY GOVERNING AGENCY. THECONTRACTOR SHALL CONTACT THE OWNER AND APPROPRIATE GOVERNING AGENCIES FOR APPROVAL IF ALTERNATIVECONTROLS OTHER THAN THOSE SHOWN ON THE PLANS ARE PROPOSED BY THE CONTRACTOR.5. THE CONTRACTOR SHALL TAKE EXTREME CARE DURING CONSTRUCTION SO AS NOT TO DISTURB UNPROTECTED WETLAND AREASOR INSTALLED SEDIMENTATION AND EROSION CONTROL MEASURES. THE CONTRACTOR SHALL INSPECT ALL SEDIMENT ANDEROSION CONTROLS WEEKLY AND WITHIN 24 HOURS OF A STORM WITH A RAINFALL AMOUNT OF 0.25 INCHES OR GREATER TOVERIFY THAT THE CONTROLS ARE OPERATING PROPERLY AND MAKE REPAIRS AS NECESSARY IN A TIMELY MANOR.6. THE CONTRACTOR SHALL KEEP A SUPPLY OF EROSION CONTROL MATERIAL (SILT FENCE, COMPOST FILTER SOCK, EROSIONCONTROL BLANKET, ETC.) ON-SITE FOR PERIODIC MAINTENANCE AND EMERGENCY REPAIRS.7. ALL FILL MATERIAL PLACED ADJACENT TO ANY WETLAND AREA SHALL BE GOOD QUALITY, WITH LESS THAN 5% FINES PASSINGTHROUGH A #200 SIEVE (BANK RUN), SHALL BE PLACED IN MAXIMUM ONE FOOT LIFTS, AND SHALL BE COMPACTED TO 95% MAX.DRY DENSITY MODIFIED PROCTOR OR AS SPECIFIED IN THE CONTRACT SPECIFICATIONS.8. PROTECT EXISTING TREES THAT ARE TO BE SAVED BY FENCING, ORANGE SAFETY FENCE, CONSTRUCTION TAPE, OR EQUIVALENTFENCING/TAPE. ANY LIMB TRIMMING SHOULD BE DONE AFTER CONSULTATION WITH AN ARBORIST AND BEFORE CONSTRUCTIONBEGINS IN THAT AREA; FENCING SHALL BE MAINTAINED AND REPAIRED DURING CONSTRUCTION.9. CONSTRUCTION ENTRANCES (ANTI-TRACKING PADS) SHALL BE INSTALLED PRIOR TO ANY SITE EXCAVATION OR CONSTRUCTIONACTIVITY AND SHALL BE MAINTAINED THROUGHOUT THE DURATION OF ALL CONSTRUCTION IF REQUIRED. THE LOCATION OF THETRACKING PADS MAY CHANGE AS VARIOUS PHASES OF CONSTRUCTION ARE COMPLETED. CONTRACTOR SHALL ENSURE THATALL VEHICLES EXITING THE SITE ARE PASSING OVER THE ANTI-TRACKING PADS PRIOR TO EXITING.10. 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 THEUPHILL SIDE OF THE SEDIMENT BARRIER UNLESS WORK IS SPECIFICALLY CALLED FOR ON THE DOWNHILL SIDE OF THE BARRIER.11. NO CUT OR FILL SLOPES SHALL EXCEED 2:1 EXCEPT WHERE STABILIZED BY ROCK FACED EMBANKMENTS OR EROSION CONTROLBLANKETS. ALL SLOPES SHALL BE SEEDED AND BANKS WILL BE STABILIZED IMMEDIATELY UPON COMPLETION OF FINAL GRADINGUNTIL TURF IS ESTABLISHED.12. DIRECT ALL DEWATERING PUMP DISCHARGE TO A SEDIMENT CONTROL DEVICE CONFORMING TO THE GUIDELINES WITHIN THEAPPROVED LIMIT OF DISTURBANCE IF REQUIRED. DISCHARGE TO STORM DRAINS OR SURFACE WATERS FROM SEDIMENTCONTROLS SHALL BE CLEAR AND APPROVED BY THE PERMITTEE OR MUNICIPALITY.13. THE CONTRACTOR SHALL MAINTAIN A CLEAN CONSTRUCTION SITE AND SHALL NOT ALLOW THE ACCUMULATION OF RUBBISH ORCONSTRUCTION DEBRIS ON THE SITE. PROPER SANITARY DEVICES SHALL BE MAINTAINED ON-SITE AT ALL TIMES AND SECUREDAPPROPRIATELY. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID THE SPILLAGE OF FUEL OR OTHERPOLLUTANTS ON THE CONSTRUCTION SITE AND SHALL ADHERE TO ALL APPLICABLE POLICIES AND REGULATIONS RELATED TOSPILL PREVENTION AND RESPONSE/CONTAINMENT.14. MINIMIZE LAND DISTURBANCES. SEED AND MULCH DISTURBED AREAS WITH TEMPORARY MIX AS SOON AS PRACTICABLE (2 WEEKMAXIMUM UNSTABILIZED PERIOD) USING PERENNIAL RYEGRASS AT 40 LBS PER ACRE. MULCH ALL CUT AND FILL SLOPES ANDSWALES WITH LOOSE HAY AT A RATE OF 2 TONS PER ACRE. IF NECESSARY, REPLACE LOOSE HAY ON SLOPES WITH EROSIONCONTROL BLANKETS OR JUTE CLOTH. MODERATELY GRADED AREAS, ISLANDS, AND TEMPORARY CONSTRUCTION STAGING AREASMAY BE HYDROSEEDED WITH TACKIFIER.15. SWEEP AFFECTED PORTIONS OF OFF SITE ROADS ONE OR MORE TIMES A DAY (OR LESS FREQUENTLY IF TRACKING IS NOT APROBLEM) DURING CONSTRUCTION. FOR DUST CONTROL, PERIODICALLY MOISTEN EXPOSED SOIL SURFACES WITH WATER ONUNPAVED TRAVELWAYS TO KEEP THE TRAVELWAYS DAMP. CALCIUM CHLORIDE MAY ALSO BE APPLIED TO ACCESS ROADS. DUMPTRUCK LOADS EXITING THE SITE SHALL BE COVERED.16. VEGETATIVE ESTABLISHMENT SHALL OCCUR ON ALL DISTURBED SOIL, UNLESS THE AREA IS UNDER ACTIVE CONSTRUCTION, IT ISCOVERED IN STONE OR SCHEDULED FOR PAVING WITHIN 30 DAYS. TEMPORARY SEEDING OR NON-LIVING SOIL PROTECTION OFALL EXPOSED SOILS AND SLOPES SHALL BE INITIATED WITHIN THE FIRST 7 DAYS OF SUSPENDING WORK IN AREAS TO BE LEFTLONGER THAN 30 DAYS.17. MAINTAIN ALL PERMANENT AND TEMPORARY SEDIMENT CONTROL DEVICES IN EFFECTIVE CONDITION THROUGHOUT THECONSTRUCTION PERIOD. UPON COMPLETION OF WORK SWEEP CONCRETE PADS, CLEAN THE STORMWATER MANAGEMENTSYSTEMS AND REMOVE ALL TEMPORARY SEDIMENT CONTROLS ONCE THE SITE IS FULLY STABILIZED AND APPROVAL HAS BEENRECEIVED FROM PERMITTEE OR THE MUNICIPALITY.18. THE SITE WAS DESIGNED TO COMPLY WITH FEDERAL, STATE, AND, IF APPLICABLE, LOCAL STANDARDS, PLUS CURRENT ACCEPTEDPRACTICES FOR THE INDUSTRY. ADDITIONAL CONTROLS AND ACTIVITIES MAY BE DEEMED NECESSARY BY THE SWPCP MONITORDURING CONSTRUCTION AS A RESULT OF UNFORESEEN CONDITIONS AND/OR MEANS AND METHODS. SUCH ITEMS MAY INCLUDE,BUT ARE NOT LIMITED TO: ADDITIONAL FOREBAYS, BASINS, OR UPSTREAM STRUCTURAL CONTROLS, THE USE OF FLOCCULANTSOF FLOCK LOGS TO DECREASE SEDIMENT, DISCHARGE MANAGEMENT SUCH AS ADDITIONAL ARMORING AND FILTERINGMEASURES (I.E. STRAW BALES, WATTLES, ETC.), AND HYDROSEEDING WITH RAPIDLY GERMINATING SEED.19. SEEDING MIXTURES SHALL BE ERNST SOLAR FARM SEED MIX ERNMX-186 (SEE SITE DETAILS SHEET DN-1), OR APPROVED EQUALBY OWNER.UP-GRADIENTFLOW1NOTE:SILT FENCE SHALL BE LAPPED ONLYWHEN NECESSARY PER THEMANUFACTURER RECOMMENDATIONS.STAKE 60" MIN.; 6' O.C. (TYP.)COMMERCIAL TYPE 'C'SILT FILTER FABRIC (TYP.)(W/ WIRE FENCING,WHERE REQUIRED)COMPACTED BACKFILL6" MIN.SILT FENCE DETAIL24"MIN.DEPTHSCALE : N.T.S.COMPOST FILTER SOCKSEDIMENTATION CONTROL BARRIER1. BEGIN AT THE LOCATION WHERE THE SOCK IS TO BE INSTALLED BY EXCAVATING A 2-3" (5-7.5 CM) DEEP X 9"(22.9 CM) WIDE TRENCH ALONG THE CONTOUR OF THE SLOPE. EXCAVATED SOIL SHOULD BE PLACED UP SLOPEFROM THE ANCHOR TRENCH.2. PLACE THE SOCK IN THE TRENCH SO THAT IT CONTOURS TO THE SOIL SURFACE. COMPACT SOIL FROM THEEXCAVATED TRENCH AGAINST THE SOCK ON THE UPHILL SIDE. SOCKS SHALL BE INSTALLED IN 60 FTCONTINUOUS LENGTHS WITH ADJACENT SOCKS TIGHTLY ABUT. EVERY 60 FT THE SOCK ROW SHALL BESPACED 12 INCHES CLEAR, END TO END, FOR AMPHIBIAN AND REPTILE TRAVEL. THE OPEN SPACES SHALL BESTAGGERED MID LENGTH OF THE NEXT DOWN GRADIENT SOCK.3. SECURE THE SOCK WITH 18-24" (45.7-61 CM) STAKES EVERY 3-4' (0.9 -1.2 M) AND WITH A STAKE ON EACHEND. STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE SOCK LEAVING AT LEAST 2-3" (5-7.5 CM) OFSTAKE EXTENDING ABOVE THE SOCK. STAKES SHOULD BE DRIVEN PERPENDICULAR TO THE SLOPE FACE.4STAKE ON 3'CENTER(MIN.)12" SMALL ANIMALCROSSING EACH60 FT LENGTHSCALE : N.T.S.NOTES:1. ALL EXISTING EXCAVATEDMATERIAL THAT IS NOT TO BEREUSED IN THE WORK IS TO BEIMMEDIATELY REMOVED FROM THESITE AND PROPERLY DISPOSED OF.2. SOIL/AGGREGATE STOCKPILESITES TO BE WHERE SHOWN ONTHE DRAWINGS.3. RESTORE STOCKPILE SITES TOPRE-EXISTING PROJECT CONDITIONAND RESEED AS REQUIRED.4. STOCKPILE HEIGHTS MUST NOTEXCEED 35'. STOCKPILE SLOPESMUST BE 2:1 OR FLATTER.3MATERIALS STOCKPILE DETAILSCALE : N.T.S.SSSSSSSSSSSSSSSSSSSSSS SS SSSOIL/AGGREGATE STOCKPILE OF EXISTINGSITE MATERIAL TO BE REUSED AND/OR NEWMATERIAL TO BE INSTALLED IN THE WORKDIRECTION OF RUN-OFF FLOW (TYP.)SINGLE ROW OF COMPOST FILTER SOCKPAVED ROADWAY2" CRUSHED STONE2CONSTRUCTIONENTRANCE DETAILSCALE : N.T.S.ASTM C-33 #2 STONEON FILTER FABRICMARAFI 140(N) ORAPPROVED EQUAL15' MIN.50' MIN.4" MIN. N 06°55'00" W 824.29' LOD LOD >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>> > > > > > > > > > > > >>>>>>WF-1-03WF-1-04WF-1-051-061-07WF-1-08WF-1-09WF-1-10WF-1-111-12WF-2-01WF-2-02WF-2-03WF-2-04WF-2-05WF-2-06WF-2-072-08WF-2-09FSFSFSFSFSFSFSFSFSFSFSFS LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD DATE:APT FILING NUMBER:S WINDSOR PD CARPORT151 SAND HILL RDSOUTH WINDSOR, CT 06074SITEADDRESS:SHEET TITLE:DRAWN BY:CHECKED BY:SHEET NUMBER:DESIGN PROFESSIONAL OF RECORDDATENOREVISION11/05/21CT5992800123456JTKAM11/05/21 FOR REVIEW: KAMPERMIT SET567 VAUXHALL STREET EXTENSION - SUITE 311WATERFORD, CT 06385 PHONE: (860)-663-1697WWW.ALLPOINTSTECH.COM FAX: (860)-663-0935OWNER:ADDRESS:TOWN OF SOUTH WINDSOR1530 SULLIVAN AVENUESOUTH WINDSOR, CT 06074PROF: KEVIN A. MCCAFFERY, P.E.COMP: ALL-POINTS TECHNOLOGYCORPORATION, P.C.ADD: 567 VAUXHALL STREETEXTENSION - SUITE 311WATERFORD, CT 06385127 WASHINGTON AVENUEWEST BUILDING, GARDEN LEVELNORTH HAVEN, CT 06473PROP. STOCK PILE AREA WITHDOUBLE ROW SILT FENCE (TYP.)(IF REQUIRED)3EC-2SFSFSFSFSFS F SEDIMENTATION &EROSION CONTROL PLANPROP. 12" COMPOST FILTER SOCK (TYP.)4SEDIMENTATION & EROSION CONTROL PLAN SCALE : 1" = 20'-0"11 inch = 20 ft.( IN FEET ) NEXIST. POLICEDEPARTMENTBUILDINGPROP. CATCH BASININLET PROTECTION (TYP. OF 5)6EXIST. WETLAND 1 LIMITS80.0'80' UPLAND REVIEW AREAPROP. LIMIT OF DISTURBANCEEXIST. WETLAND 2 LIMITSPROPERTY LIMITS (TYP.)ZONING SETBACK LIMITS (TYP.)20.0'20.0'20.0' SIDE YARD S E T B A C K 20.0' SIDE YARD SETBACK50.0' FRONT YARD SETBACK N 06°55'00" W 824.29' E E E E E E E E E E E E E E E E LOD LOD >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>> > > > > > > > > > > > >>>>>>WF-1-03WF-1-04WF-1-051-061-07WF-1-08WF-1-09WF-1-10WF-1-111-12WF-2-01WF-2-02WF-2-03WF-2-04WF-2-05WF-2-06WF-2-072-08WF-2-09 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD DATE:APT FILING NUMBER:S WINDSOR PD CARPORT151 SAND HILL RDSOUTH WINDSOR, CT 06074SITEADDRESS:SHEET TITLE:DRAWN BY:CHECKED BY:SHEET NUMBER:DESIGN PROFESSIONAL OF RECORDDATENOREVISION11/05/21CT5992800123456JTKAM11/05/21 FOR REVIEW: KAMPERMIT SET567 VAUXHALL STREET EXTENSION - SUITE 311WATERFORD, CT 06385 PHONE: (860)-663-1697WWW.ALLPOINTSTECH.COM FAX: (860)-663-0935OWNER:ADDRESS:TOWN OF SOUTH WINDSOR1530 SULLIVAN AVENUESOUTH WINDSOR, CT 06074PROF: KEVIN A. MCCAFFERY, P.E.COMP: ALL-POINTS TECHNOLOGYCORPORATION, P.C.ADD: 567 VAUXHALL STREETEXTENSION - SUITE 311WATERFORD, CT 06385127 WASHINGTON AVENUEWEST BUILDING, GARDEN LEVELNORTH HAVEN, CT 06473SITE & GRADING & UTILITY PLANSCALE : 1" = 20'-0"1 NSITE & GRADING& UTILITY PLANSP-11 inch = 20 ft.( IN FEET )18.3'22.1'PROP. SOLAR CARPORT168 MODULES (450 W)(7 MODULE ARRAY @ 7 DEGREE TILT TYP.)(UNDER CANOPY LIGHTING AND GUTTERSTO BE PROVIDED)4PROP. SOLAR CARPORT326 MODULES (385 W)(7 MODULE ARRAY @ 7 DEGREE TILT TYP.)(UNDER CANOPY LIGHTING TO BE PROVIDED)5PROP. 2.0' WIDEUNDERGROUNDELECTRICAL TRENCH(SEE ELECTRICALPLANS FOR LOCATION)21PROP. LIMIT OF DISTURBANCEPROP. ELECTRICAL CONDUITTO RUN ALONG EXIST. WALL(SEE ELECTRICAL PLANS FOR DETAILS)PROP. ELECTRICAL EQUIPMENTAND INTERCONNECTION POINT(SEE ELECTRICAL PLANS FOR DETAILS)EXIST. POLICEDEPARTMENTBUILDINGPROP. ELECTRICAL EQUIPMENT(SEE ELECTRICAL PLANS FOR DETAILS)PROP. ELECTRICAL EQUIPMENT(SEE ELECTRICAL PLANS FOR DETAILS)APPROX. FOUNDATION POSTS (TYP. OF 5)(EXACT QUANTITY AND LOCATIONDETERMINED BY MANUFACTURER)(REFER TO RACKING PLANS PROVIDED BYRBI FOR ADDITIONAL DETAILS)APPROX. FOUNDATION POSTS (TYP. OF 3)(EXACT QUANTITY AND LOCATIONDETERMINED BY MANUFACTURER)(REFER TO RACKING PLANS PROVIDED BYRBI FOR ADDITIONAL DETAILS)46.6'160.6'48.8'85.7'PITCH DOWN PITCH DOWN EXIST. WETLAND 2 LIMITSEXIST. WETLAND 1 LIMITS80.0'80' UPLAND REVIEW AREAEXIST. LIGHT POLE TO BE REMOVED (TYP.)EXIST. LIGHT POLE TO BE REMOVED (TYP.)SEE NOTE 1SEE NOTE 1NOTES:1. CONTRACTOR TO CONFIRM THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TOTRENCHING. PROPOSED TRENCHING SHALL NOT INTERFERE WITH EXISTING UNDERGROUNDUTILITIES. SHOULD A CONFLICT ARISE, CONTRACTOR TO NOTIFY THE OWNER (OR OWNER'SREPRESENTATIVE) AND THE ENGINEER OF RECORD IMMEDIATELY.PROPERTY LIMITS (TYP.)ZONING SETBACK LIMITS (TYP.)20.0'20.0'20.0' SIDE YARD S E T B A C K20.0' SIDE YARD SETBACK50.0' FRONT YARD SETBACK22.6' DATE:APT FILING NUMBER:S WINDSOR PD CARPORT151 SAND HILL RDSOUTH WINDSOR, CT 06074SITEADDRESS:SHEET TITLE:DRAWN BY:CHECKED BY:SHEET NUMBER:DESIGN PROFESSIONAL OF RECORDDATENOREVISION11/05/21CT5992800123456JTKAM11/05/21 FOR REVIEW: KAMPERMIT SET567 VAUXHALL STREET EXTENSION - SUITE 311WATERFORD, CT 06385 PHONE: (860)-663-1697WWW.ALLPOINTSTECH.COM FAX: (860)-663-0935OWNER:ADDRESS:TOWN OF SOUTH WINDSOR1530 SULLIVAN AVENUESOUTH WINDSOR, CT 06074PROF: KEVIN A. MCCAFFERY, P.E.COMP: ALL-POINTS TECHNOLOGYCORPORATION, P.C.ADD: 567 VAUXHALL STREETEXTENSION - SUITE 311WATERFORD, CT 06385127 WASHINGTON AVENUEWEST BUILDING, GARDEN LEVELNORTH HAVEN, CT 06473SITE DETAILSDN-11ELECTRICAL TRENCH DETAILSCALE : N.T.S. X X X X X X X X 3CONCRETE EQUIPMENT PADSCALE : N.T.S.EXIST. GRADE6X6 W1.4/1.4 WWF6X6 W1.4/1.4 WWF8" COMPACTED GRAVEL6"10"6"10"SEE PLAN4"12"SUBGRADE COMPACTEDTO ASTM D1557PAVEMENT REPAIR OVER TRENCH2SCALE : N.T.S.GRAB TENSILE STRENGTHGRAB TENSILE ELONGATIONPUNCTUREMULLEN BURSTTRAPEZOID TEARUV RESISTANCEAPPARENT OPENING SIZEFLOW RATEPERMITTIVITYPROPERTIES TEST METHOD UNITSASTM D-4632ASTM D-4632ASTM D-4833ASTM D-3786ASTM D-4533ASTM D-4355ASTM D-4751ASTM D-4491ASTM D-4491300 LBS20 %120 LBS800 PSI120 LBS80 %40 US SIEVE40 GAL/MIN/SQ FT0.55 SEC -1GRAB TENSILE STRENGTHGRAB TENSILE ELONGATIONPUNCTUREMULLEN BURSTTRAPEZOID TEARUV RESISTANCEAPPARENT OPENING SIZEFLOW RATEPERMITTIVITYPROPERTIES TEST METHOD UNITSASTM D-4632ASTM D-4632ASTM D-4833ASTM D-3786ASTM D-4533ASTM D-4355ASTM D-4751ASTM D-4491ASTM D-4491LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLEMODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE265 LBS20 %135 LBS420 PSI45 LBS90 %20 US SIEVE200 GAL/MIN/SQ FT1.5 SEC -1ISOMETRIC VIEWDEPTH = D6INLET PROTECTIONSCALE : N.T.S.INLET GRATELOOPS SIZED FOR 1"REBAR. LIFT FILTER BAGFROM INLET USINGREBAR FOR HANDLES.OVERFLOW HOLES1/4" BRIGHTLY COLORED NYLONROPE EXPANSION RESTRAINTLOOPS SIZED FOR 1" REBAR. USEREBAR FOR A HANDLE TO EMPTYFILTER SACK AT A SEDIMENTCOLLECTION LOCATION.GEOTEXTILE BAGFINISHGRADESECURE LIFTINGLOOPS TO OR UNDERSURROUNDINGSURFACE.2"X2"X3/4"RUBBER BLOCK1/4" BRIGHTLYCOLORED NYLONROPE EXPANSIONRESTRAINTISOMETRIC VIEWSECTION VIEWNOTE:1. REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY COLORED EXPANSIONRESTRAINT CAN NO LONGER BE SEEN.2. GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE FABRIC THAT MEETS OREXCEEDS REQUIREMENTS IN THE SPECIFICATIONS TABLE.3. PLACE AN OIL ABSORBENT PAD OR PILLOW OVER INLET GRATE WHEN OILSPILLS ARE A CONCERN.4. INSPECT PER REGULATORY REQUIREMENTS.5. THE WIDTH, "W", OF THE FILTER SACK SHALL MATCH THE INSIDE WIDTH OFTHE GRATED INLET BOX.6. THE DEPTH, "D", OF THE FILTER SACK SHALL BE BETWEEN 18 INCHES AND36 INCHES.7. THE LENGTH, "L", OF THE FILTER SACK SHALL MATCH THE INSIDE LENGTHOF THE GRATED INLET BOX.8. DO NOT USE IN PAVED AREAS WHERE PONDING MAY CAUSE TRAFFICHAZARDS.7 MODULE ARRAY (450 W)SCALE : 1" = 10'-0"47.0°'22.9'14.0'PROP. GUTTER7 MODULE ARRAY (385 W)SCALE : 1" = 10'-0"514.0'19.7'7.0°'TRENCH WIDTH1'-0" MIN.6" S1 SUPERPAVE BITUMINOUSCONCRETE FOR STATE ROADS.6" PROCESSED AGGREGATE FORLOCAL ROADS (IN 2 EQUAL LIFTS)EXIST. PAVEMENT SURFACE112" S0.5 SUPERPAVE BITUMINOUS CONCRETE112" S0.5 SUPERPAVE BITUMINOUS CONCRETEALL VERTICAL EDGES OFREMAINING PAVEMENT SHALLBE PAINTED WITH A LIGHT COATOF ASPHALT EMULSION (TYP.)10" PROCESSED AGGREGATE SUBBASENOTE:REFER TO SECTION M.04 OF CTDOT FORM 817FOR BITUMINOUS CONCRETE MATERIALS.STOCK PILE EXIST.GRAVEL FOR REUSE6" WIDE PLASTIC U/G/ WARNING TAPEW/ "CAUTION BURIED UTILITY LINES"12" SAND COVER OVER PIPECONDUIT, TO BE DETERMINED (TYP.)1'-0" MIN. IN ROCKBOTTOM OF CONDUIT TRENCH1.0'MIN.1'-6" MIN. (FOR ELEC.)APPROVED COMPACTED95% MAX DRY BACKFILL (95DENSITY) COMPACTION PERASTM D1557 IN 8" LIFTS4" TOPSOILIN EARTH IN PAVEMENTNOTE:REFER TO SECTION M.04 OF CTDOT FORM 817FOR BITUMINOUS CONCRETE MATERIALS. Attachment C Stormwater Memorandum by All‐Points Technology Corporation, dated 11/10/21 ALL-POINTS TECHNOLOGY CORPORATION, P.C. 567 VAUXHALL STREET EXTENSION ∙ SUITE 311 ∙ WATERFORD, CT 06385 ∙ PHONE 860-663-1697 November 10, 2021 Siva Thashnath Greenskies Clean Energy, LLC 127 Washington Avenue West Building, Garden Level North Haven, CT 06473 RE: S Windsor PD Carport 151 Sand Hill Road South Windsor, Connecticut Dear Mr. Thashnath, We have prepared this letter report related to stormwater drainage associated with the proposed S Windsor PD Carport project (the “Project”). The Project is proposed behind the existing manufacturing building, located at 151 Sand Hill Road in South Windsor, Connecticut (the “Site”). Introduction The Site is a ±5.32-acre property developed as the South Windsor Police Department facility. The Project includes the installation of a ground-mounted solar carport array system, to be installed south of the building within the existing parking area. The ground-mounted system will consist of 494 solar panels to be installed on two (2) separate carports within the existing paved parking area. The power generated from this site will serve the existing Police Department facility. Site Conditions and Stormwater Patterns The two (2) proposed carport arrays and appurtenances is anticipated to cover ±0.27 acre, associated with the proposed modules, foundations, trenching, erosion controls, and equipment. Little to no grading is proposed for the Project. No tree clearing or grubbing is anticipated. The overall anticipated limits of disturbance and temporary disturbance for the project, associated with the needed foundations and utility trenching, is ±0.15 acre. The existing Project area drains mainly from the north to the south. There is one (1) existing stormwater management basin located within the property, immediately south of the existing parking area. A series of catch basins are located throughout the parking area to capture and direct runoff to the stormwater management basin. The existing drainage patterns will be maintained throughout the site after construction. The proposed ground-mounted solar carport arrays will be constructed on a post mounted racking system, with foundations to be located within the existing pavement of the parking area and in the field area immediately south of the parking area. Any areas of disturbance will be restored to meet ALL-POINTS TECHNOLOGY CORPORATION, P.C. 567 VAUXHALL STREET EXTENSION ∙ SUITE 311 ∙ WATERFORD, CT 06385 ∙ PHONE 860-663-1697 existing conditions, or seeded with the Ernst Solar Farm Seed Mix or an approved equal by the Property Owner. Conclusion With little to no impacts to the existing ground conditions for the proposed project, the post- construction stormwater runoff is anticipated to be equal to that of the pre-construction stormwater runoff. The existing Site drainage patterns will be maintained after construction and will function in the same manner as it does in its current condition. Therefore, no stormwater analysis or management was deemed to be required for the Project. Should you have any questions, please contact me. Very truly yours, All-Points Technology Corporation, P.C. Kevin A. McCaffery, PE Senior Civil Engineer Attachment D Town Authorization Letter, dated 11/10/21 ALL-POINTS TECHNOLOGY CORPORATION, P.C. 567 VAUXHALL STREET EXTENSION ∙ SUITE 311 ∙ WATERFORD, CT 06385 ∙ PHONE 860-663-1697 November 10, 2021 Siva Thashnath Greenskies Clean Energy, LLC 127 Washington Avenue West Building, Garden Level North Haven, CT 06473 RE: S Windsor PD Carport 151 Sand Hill Road South Windsor, Connecticut Dear Mr. Thashnath, We have prepared this letter report related to stormwater drainage associated with the proposed S Windsor PD Carport project (the “Project”). The Project is proposed behind the existing manufacturing building, located at 151 Sand Hill Road in South Windsor, Connecticut (the “Site”). Introduction The Site is a ±5.32-acre property developed as the South Windsor Police Department facility. The Project includes the installation of a ground-mounted solar carport array system, to be installed south of the building within the existing parking area. The ground-mounted system will consist of 494 solar panels to be installed on two (2) separate carports within the existing paved parking area. The power generated from this site will serve the existing Police Department facility. Site Conditions and Stormwater Patterns The two (2) proposed carport arrays and appurtenances is anticipated to cover ±0.27 acre, associated with the proposed modules, foundations, trenching, erosion controls, and equipment. Little to no grading is proposed for the Project. No tree clearing or grubbing is anticipated. The overall anticipated limits of disturbance and temporary disturbance for the project, associated with the needed foundations and utility trenching, is ±0.15 acre. The existing Project area drains mainly from the north to the south. There is one (1) existing stormwater management basin located within the property, immediately south of the existing parking area. A series of catch basins are located throughout the parking area to capture and direct runoff to the stormwater management basin. The existing drainage patterns will be maintained throughout the site after construction. The proposed ground-mounted solar carport arrays will be constructed on a post mounted racking system, with foundations to be located within the existing pavement of the parking area and in the field area immediately south of the parking area. Any areas of disturbance will be restored to meet ALL-POINTS TECHNOLOGY CORPORATION, P.C. 567 VAUXHALL STREET EXTENSION ∙ SUITE 311 ∙ WATERFORD, CT 06385 ∙ PHONE 860-663-1697 existing conditions, or seeded with the Ernst Solar Farm Seed Mix or an approved equal by the Property Owner. Conclusion With little to no impacts to the existing ground conditions for the proposed project, the post- construction stormwater runoff is anticipated to be equal to that of the pre-construction stormwater runoff. The existing Site drainage patterns will be maintained after construction and will function in the same manner as it does in its current condition. Therefore, no stormwater analysis or management was deemed to be required for the Project. Should you have any questions, please contact me. Very truly yours, All-Points Technology Corporation, P.C. Kevin A. McCaffery, PE Senior Civil Engineer PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE:11—22—21 TO:Michael Maniscalco,Walter Summers,Jeff Doolittle,Molly Keays,Heather Oatis,Kevin Cooney,Tony Manfre,John Caldwell,Andrea Confrancesco,Vincent Stetson,Kenneth Rich,Mark HalibozekFROM:Michele Lipe,AICP,Director of Flaming The Planning &Engineering Departments have received plans for the following projects: Appl 21-52P,Greenskies Clean Energy LLLC —TOSW Police Dept carport Location:151 Sand Hill Road %Site Plan D Subdivision No.Acres Zone RR D Industrial B Commercial E]Residential No.Lots/Units Water:g Public D Private Well Sewerage:&Public B Septic System Project Description:construction of a carport solar photovoltaic facility behind police dept Future Town—owned property involved?&Yes E No D new street(s)D new detention area new open space/recreation area E active Dpassive Planning Department notes: Please comment by 12/4/21 and return to the Flaming Department. PLANNING DEPARTMENT December 16,2021 CERTIFIED MAIL 7019 2280 0001 51 19 0587 Jin Tao All—Points Technology C01p.,P.C 567 Vauxhall Street Extension Suite 311 Waterford,CT 06385 Dear Mr.Tao, Re:Appl.21-52P,Greenskies Clean Energy,LLC i request for a site planmodificationfortheconstructionofacarportsolarphotovoltaicfacilityattheSouth Winsor Police Department)located at 151 Sand Hill Drive,RR zone (Applicant requests staff approval in accordance with Section 8.6) We are pleased to advise you that the Flaming &Zoning Commission voted on December 14,2021 to approve with modifications a site plan for the construction of a carport solar photovoltaic facility at the South Winsor Police Department,located at 151 Sand Hill Drive,RR zone.This approval is subject to the following modifications: 1.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. 4.An as—built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1 .3 of the Zoning Regulations. 5.All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 6.The building street number must be included on the final plan. 7.Pavement markings must be maintained in good condition throughout the site drives and parking areas. 8.All free—standing signs and/or building signs require the issuance of a sign permitbeforetheyareerected. Black and white mylars of Sheets #SP-l,with this approval letter reproduced thereon, must be submitted.After the mylars have been endorsed by the Commission,they will 15411 Sullivan Avenue,Suuth Windsnr,ET USUM i Tel (HEB)E44-2511 Ext 329 i Planning@SnuthWindsur-CI.guv be returned to you for flling in the offlce of the Town Clerk.Three print copies of the entire set of plans must also be submitted. Sincerely, %MW Bart Pacekonis,Chairman PLANNING &ZONING COMMISSION BP/cgo CC:Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Director of Facilities 1540 SuHivan Avenue,Snuth Windsur,ET 0ED74 i Tel (BED)644-2511 Ext 329 l Planning@SnuthWindsur-CT.gnv