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HomeMy WebLinkAbout23SITE8-669Rte163-RevisedSitePlans 07192023CONNECTICUT MUNICIPAL MAP NOT TO SCALE SITE LOCUS MAP 1" = 1,000' SITE AERIAL MAP 1" = 500' www.westonandsampson.com CONSULTANT: SITE LOCATION ISSUED FOR PERMITTING 06/06/2023 SITE LOCATION PROJECT DEVELOPER: DESCRIPTIONREV # Know what's before you dig.Call R below. Drawing Title: Seal:Issued For: Original Issued Date: Drawn By: Reviewed By: Approved By: Job No: DATE Sheet Number:P:\Private\Verogy Solar\Montville, CT Landfill\Design\CAD\03 Sheets\00 - Montville G000.dwgCOPYRIGHT 2023 WESTON & SAMPSON G000 ENG23-0166 RJB NWA DED COVER SHEET 06/06/2023 PERMITTING PROPOSED SOLAR PV DEVELOPMENT, TOWN OF MONTVILLE LANDFILL 669 ROUTE 163, OAKDALE, CT 0 LAND OWNER: Town of Montville 310 Norwich-New London Tpke Uncasville, CT 06382 Tel: (860) 848-3030 DRAWING INDEX SHEET NUMBER SHEET TITLE GENERAL G000 COVER SHEET CIVIL C001 NOTES AND SPECIFICATIONS C101 PROPOSED SITE PLAN / GRADING AND DRAINAGE PLAN C501 DETAILS I C502 DETAILS II DESCRIPTIONREV #DATE MONTVILLE, CT VCP Montville LF, LLC 124 LaSalle Road 2nd Floor West Hartford, CT 06107 Tel: (860) 288-7215 www.verogy.com SURVEY V101 EXISTING CONDITIONS PLAN Weston & Sampson Engineers, INC. 712 Brook Street, Suite 103 Rocky Hill, CT 06067 860.513.1473 800.SAMPSON ISSUED FOR DEEP PERMITTING 06/21/20231 ZONING ZONING DISTRICT GOVERNMENT (G) SPECIAL PERMITS REQUIRED NONE MINIMUM LOT SIZE NONE MINIMUM FRONTAGE NONE MINIMUM SETBACKS NONE FOXBROOKREVISED PER TOWN COMMENTS 06/27/20232 APPROVED BY THE PLANNING & ZONING COMMISSION ON CHAIRMAN OR SECRETARY OF THE COMMISSION DATE EXPIRATION DATE: EROSION & SEDIMENT CONTROL PLAN CERTIFIED BY THE AFFIRMATIVE VOTE OF THE COMMISSION. . . REVISED PER TOWN COMMENTS 07/19/20233 ZONE:R40 ZONE:GOV ZONE:GOVZONE:OSZON E: R 4 0 ZON E: G O V ZON E : G O V ZON E : R 2 0 - M ZON E :GO V ZONE : R 1 2 0 CHES T E R F I E L D R O A D ROU T E 1 6 3 WHEELER POND FEMA Z O N E X FEMA Z O N E A FEMA Z O N E X FEMA Z O N E A FEMA ZONE XFEMA ZONE X(SHADED)FEMA ZONE XFEMA ZONE X(SHADED)FEMA ZONE AFEMA ZONE X(SHADED)FEMA ZONE X FEMA ZONE A TP-1 TP-2 EXISTING LEGEND: LOCUS PROPERTY LINE ABUTTERS PROPERTY LINE EASEMENT LINE 2' CONTOUR LINE CHAIN LINK FENCE TREE LINE FEMA FLOOD ZONE LINE ZONING LINE OVERHEAD WIRES BURIED GAS LINE CONC. BOUND FOUND CALCULATED POINT UTILITY POLE LIGHT POLE GUY WIRE ANCHOR CATCH BASIN MANHOLE WETLAND FLAG WITH IDENTIFIER SIGN POST BURIED DRAINAGE LINE GAS VALVE CONCRETE PAD GRAVEL PAVEMENT STRUCTURE WETLAND LINE 50' WETLANDS BUFFER TREE LINE SAND AND GRAVEL STOCKPILES TP-2 TEST PIT APPROXIMATE LIMIT OF WASTE P:\Private\Verogy Solar\Montville, CT Landfill\Design\CAD\03 Sheets\01 Montville V101.dwgWESTON & SAMPSON ENGINEERS, INC. 712 BROOK STREET, SUITE 103 ROCKY HILL, CT 06067 860.513.1473 800.SAMPSON COPYRIGHT © 2023 WESTON & SAMPSON, INC. Project: www.westonandsampson.com Applicant: Seal: Revisions: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date Created: Reviewed By: Drawn By: TOWN OF MONTVILLE LANDFILL SOLAR PV DEVELOPMENT 669 ROUTE 163 MONTVILLE, CT 06353 0 VCP MONTVILLE LF, LLC 124 LASALLE ROAD 2ND FLOOR WEST HARTFORD, CT 06107 TEL: (860) 288-7215 WWW.VEROGY.COM PERMITTING Verogy Montville ENG23-0165 AS SHOWN RJB 06/06/2023 NWA DED 06/06/2023 ISSUED FOR PERMITTING No.Date Description NOT FOR CONSTRUCTION 1 06/21/2023 ISSUED FOR DEEP PERMITTING 2 06/27/2023 REVISED PER TOWN COMMENTS 3 07/19/2023 REVISED PER TOWN COMMENTS NOTES: 1. FIELD SURVEY BY RTK GPS & RTK DRONE IN MARCH 2023. 2. THE HORIZONTAL DATUM IS NAD83. THE VERTICAL DATUM IS NAVD88. BOTH WERE DERIVED FROM RTK GPS OBSERVATIONS TAKEN ON SITE. 3. THE LOCATIONS OF UTILITIES SHOWN HEREON ARE THE RESULT OF SURFACE EVIDENCE ONLY. THIS PLAN DOES NOT NECESSARILY DEPICT THE EXACT LOCATION OF THESE UTILITIES AND MAY NOT SHOW ALL OF THE UTILITIES WHICH EXIST WITHIN THE PREMISES SURVEYED. CONTACT DIG-SAFE AT 1-888-344-7233 BEFORE EXCAVATION. 4. THE LOCUS PARCEL IS LOCATED IN THE TOWN OF MONTVILLE GOVERNMENT ZONING DISTRICT. 5. ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY MAPS, THE PROPOSED FACILITY IS LOCATED IN AN AREA DESIGNATED AS "ZONE X" (AREAS OF MINIMAL FLOODING). COMMUNITY PANEL NO. 09011C 0333 G & 09011C 0334 G, EFFECTIVE ON 7/18/2011. 6. WETLANDS SHOWN HEREON WERE DELINEATED BY DAVISON ENVIRONMENTAL, LLC. ON 3/6/2023. 7. ALL CONTOURS SHOWN HEREON WERE GENERATED IN QGIS FROM DIGITAL ELEVATION MODELS OF THE 2016 CRCOG LIDAR DATA COLLECTED BY USGS AND DISTRIBUTED BY NOAA. 8. WESTON & SAMPSON ENGINEERS, INC. HAVE NOT INDEPENDENTLY VERIFIED THE LOCATION, EXISTENCE, AND SERVICEABILITY OF ANY UTILITIES AND MAKE NO GUARANTEE TO THE COMPLETENESS OR THE ACCURACY OF ANY UTILITIES. ADDITIONAL UTILITIES MAY EXIST IN THE FIELD, WHICH ARE NOT SHOWN ON THIS PLAN. ACTUAL LOCATIONS MUST BE DETERMINED IN THE FIELD PRIOR TO EXCAVATION OR OTHER CONSTRUCTION ACTIVITIES. CALL “DIG SAFE” AT 1-888-344-7233 OR DIAL 811. WESTON & SAMPSON ENGINEERS, INC. ASSUME NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN.V101 EXISTING CONDITIONS PLAN SOIL SCIENTIST DATE 7-19-23 EROSION AND SEDIMENTATION CONTROL PLAN: THIS PLAN HAS BEEN DEVELOPED TO PROVIDE A STRATEGY FOR CONTROLLING SOIL EROSION AND SEDIMENTATION DURING AND AFTER CONSTRUCTION OF THE PROPOSED PROJECT. THIS PLAN IS BASED ON STANDARDS AND SPECIFICATIONS FOR EROSION PREVENTION IN DEVELOPING AREAS AS CONTAINED IN 2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL. GENERAL EROSION AND SEDIMENTATION CONSTRUCTION DETAIL NOTES: DURING CONSTRUCTION THE CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO SCHEDULE EARTHWORK OPERATIONS SUCH THAT THE AREA OF EXPOSED AND DISTURBED SOIL IS MINIMIZED. CONSTRUCTION SHALL BE PHASED TO REDUCE THE AREA OF DISTURBED SOIL AT ANY ONE TIME. UPGRADIENT STORMWATER DIVERSION AND DISPERSION MEASURES SHALL BE INSTALLED WHERE APPROPRIATE. AFTER ACHIEVING ROUGH GRADE OF A PORTION OF THE SITE AND PRIOR TO EXTENDING EARTHWORK OPERATIONS, THE CONTRACTOR SHALL STABILIZE DISTURBED AREAS BY LAYING DOWN TEMPORARY MULCH UNTIL FINAL GRADE IS REACHED. ALL CUT AND FILL SLOPES SHALL BE STABILIZED UPON COMPLETION. THE FOLLOWING MEASURES WILL BE UNDERTAKEN TO PROVIDE MAXIMUM PROTECTION TO THE SOIL, WATER, AND ABUTTING LANDS: 1.NO EROSION/SEDIMENTATION CONTROL DEVICE SHALL PENETRATE THE EXISTING LANDFILL COVER MATERIALS WITHIN THE LIMITS OF WASTE. 2.PRIOR TO GRUBBING OR ANY EARTH MOVING OPERATION, SEDIMENT BARRIERS, OR OTHER APPROPRIATE BEST MANAGEMENT PRACTICE (BMP) SHALL BE INSTALLED ACROSS THE SLOPE ON THE CONTOUR AT THE DOWNHILL LIMIT OF THE WORK AS PROTECTION AGAINST CONSTRUCTION RELATED EROSION. INSTALL ALL NECESSARY STORMWATER DIVERSIONS AND DISPERSION MEASURES. 3.PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, OR ANY DISTURBED LAND AREA SHALL BE COMPLETED WITHIN FOURTEEN (14) CALENDAR DAYS AFTER FINAL GRADING HAS BEEN COMPLETED. WHEN IT IS NOT POSSIBLE OR PRACTICAL TO PERMANENTLY STABILIZE DISTURBED LAND, TEMPORARY EROSION CONTROL MEASURES SHALL BE IMPLEMENTED ON DISTURBED AREAS INCLUDING STOCKPILES WITHIN FOURTEEN (14) CALENDAR DAYS OF EXPOSURE OF SOIL OR FORMATION OF PILES UNLESS THESE AREAS ARE TO BE SUBSEQUENTLY SURFACED. ALL DISTURBED AREAS SHALL BE MULCHED FOR EROSION CONTROL UPON COMPLETION OF ROUGH GRADING. 4.ANY EXPOSED SLOPES 3:1 OR GREATER SHALL BE STABILIZED WITH EROSION CONTROL BLANKET TO PREVENT EROSION DURING CONSTRUCTION AND TO FACILITATE REVEGETATION AFTER TOPSOILING AND SEEDING. SEE DETAIL 4 ON C501. 5.EXISTING TOPSOIL SHALL BE SAVED, STOCKPILED, AND REUSED AS MUCH AS POSSIBLE ON SITE. SEDIMENT BARRIER SHALL BE INSTALLED AT THE BASES OF STOCKPILES AT THE DOWNHILL LIMITS TO PROTECT AGAINST EROSION. STOCKPILES SHALL BE STABILIZED BY SEEDING AND MULCHING UPON FORMATION OF THE PILES. UPGRADIENT OF THE STOCKPILES, STABILIZED DITCHES AND/OR BERMS SHALL BE CONSTRUCTED TO DIVERT STORMWATER RUNOFF AWAY FROM THE PILES. 6.INTERCEPTED SEDIMENT SHALL BE REMOVED AND SHALL BE DEPOSITED TO AN AREA THAT SHALL NOT CONTRIBUTE TO OFF-SITE SEDIMENTATION, AND SHALL BE PERMANENTLY STABILIZED. 7.ADDITIONAL EROSION CONTROL METHODS SHALL BE IMPLEMENTED IF CONSTRUCTION OCCURS AFTER DECEMBER 15TH. ALL DISTURBED AREAS SHALL BE MINIMIZED TO THE EXTENT POSSIBLE. PRIOR TO FREEZING, ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED AS APPROVED BY THE ENGINEER. INSPECTION OF THESE EROSION CONTROL ITEMS SHALL BE FREQUENT, WITH PARTICULAR ATTENTION PAID TO WEATHER PREDICTIONS TO ENSURE THAT THESE MEASURES ARE PROPERLY IN PLACE TO HANDLE LARGE QUANTITIES OF RUNOFF RESULTING FROM HEAVY RAINS AND/OR EXCESSIVE THAWS. 8.GENERAL EROSION AND SEDIMENTATION CONTROL ACTIONS SHALL INCLUDE THE FOLLOWING: ·MARK SOIL DISTURBANCE LIMITS ·INSTALL SEDIMENT BARRIERS BEFORE DISTURBING ANY SOILS ·DIVERT AND DISPERSE STORM WATER RUNOFF TO UNDISTURBED AREAS WHEREVER POSSIBLE ·MULCH DISTURBED AREAS ·PROTECT STEEP SLOPES ·INSPECT AND REPAIR EROSION CONTROLS AND SEDIMENT BARRIERS ·REMOVE ACCUMULATED SEDIMENT MONITORING PROGRAM: 1.EROSION AND SEDIMENTATION CONTROLS WILL BE PERIODICALLY INSPECTED BY THE ENGINEER DURING INSTALLATION OF BALLAST BLOCK FOUNDATIONS. EROSION AND SEDIMENTATION CONTROLS SHALL BE INSPECTED BY THE CONTRACTOR AT LEAST ONCE EVERY 14 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM EVENT OF 0.25 INCHES OR GREATER. ALL STRUCTURES DAMAGED BY CONSTRUCTION EQUIPMENT, VANDALS, OR THE ELEMENTS SHALL BE REPAIRED IMMEDIATELY. ALL DAMAGED STRUCTURES SHALL BE REPAIRED AND/OR ADDITIONAL EROSION CONTROL STRUCTURES SHALL BE INSTALLED PRIOR TO CONTINUING THE CONSTRUCTION. TRAPPED SEDIMENT SHALL BE REMOVED BEFORE IT HAS ACCUMULATED TO ONE-HALF FOOT DEEP AT THE INSTALLED SEDIMENT BARRIER. DEVICES NO LONGER SERVICEABLE DUE TO SEDIMENT ACCUMULATION SHALL ALSO BE REPAIRED AND/OR REPLACED AS REQUIRED. RUTTING OR EXPOSED SOIL SHALL BE REPAIRED TO PREVENT EROSION AND OTHERWISE MITIGATED AS NECESSARY TO MINIMIZE FUTURE EROSION. 2.FOLLOWING THE FINAL SEEDING, THE SITE SHALL BE INSPECTED TO ENSURE THAT THE VEGETATION HAS BEEN ESTABLISHED (70% COVER ACHIEVED). IN THE EVENT OF ANY UNSATISFACTORY GROWTH, RESEEDING WILL BE CARRIED OUT, WITH FOLLOW-UP INSPECTION. 3.AFTER THE CONSTRUCTION INSPECTOR HAS DETERMINED THAT THE PROJECT AREA HAS BEEN STABILIZED, THE CONTRACTOR SHALL REMOVE ALL SEDIMENT BARRIERS, TEMPORARY SEDIMENTATION CONTROL RISERS, AND ANY OTHER TEMPORARY EROSION CONTROL MEASURES. DUST CONTROL: 1.CONSTRUCTION ACTIVITIES SHALL BE SCHEDULED SO THAT A MINIMUM AMOUNT OF OF DISTURBED SOIL IS EXPOSED AT ONE TIME. 2.DUST SHALL BE CONTROLLED ON CONSTRUCTION ROUTES AND OTHER DISTURBED AREAS SUBJECT TO SURFACE DUST MOVEMENT AND DUST BLOWING. 3.MAINTAIN DUST CONTROL MEASURES PROPERLY THROUGH DRY WEATHER PERIODS UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. 4.DUST CONTROL METHODS SHALL INCLUDE VEGETATIVE COVER, MULCH (INCLUDING GRAVEL MULCH), WATER SPRINKLING, STONE, AND BARRIERS. 5.VEGETATIVE COVER - FOR DISTURBED AREAS NOT SUBJECT TO TRAFFIC, VEGETATION PROVIDES THE MOST PRACTICAL METHOD OF DUST CONTROL. 6.MULCH (INCLUDING GRAVEL MULCH) - WHEN PROPERLY APPLIED, MULCH OFFERS A FAST, EFFECTIVE MEANS OF CONTROLLING DUST. 7.SPRINKLING - THE SITE MAY BE SPRINKLED WITH WATER UNTIL THE SURFACE IS WET. SPRINKLING IS ESPECIALLY EFFECTIVE FOR DUST CONTROL ON HAUL ROADS AND OTHER TRAFFIC ROUTES. THE GROUND SURFACE SHALL NOT BE WATERED EXCESSIVELY, RUNOFF SHALL NOT OCCUR. 8.STONE - USED TO STABILIZE CONSTRUCTION ROADS; CAN ALSO BE EFFECTIVE FOR DUST CONTROL. 9.BARRIERS - A BOARD FENCE, WIND FENCE, SEDIMENT FENCE, OR SIMILAR BARRIER CAN CONTROL AIR CURRENTS AND BLOWING SOIL. ALL OF THESE FENCES ARE NORMALLY CONSTRUCTED OF WOOD AND THEY PREVENT EROSION BY OBSTRUCTING THE WIND NEAR THE GROUND AND PREVENTING THE SOIL FROM BLOWING OFFSITE. MATERIAL SPECIFICATIONS AND PLACEMENT REQUIREMENTS: 1.1 CRUSHED STONE DENSE GRADED CRUSHED STONE SHALL BE PLACED DIRECTLY BENEATH THE BALLASTS AS SHOWN ON THE DRAWINGS. THIS MATERIAL SHALL BE PLACED AT A MINIMUM THICKNESS OF 6-INCHES AND SHALL BE IN DIRECT CONTACT WITH THE BALLAST BLOCKS. THIS MATERIAL SHALL CONSIST OF CLEAN HARD, DURABLE CRUSHED ROCK OR CRUSHED GRAVEL STONE, FREE FROM LOAM AND CLAY AND DELETERIOUS MATERIAL. THIS MATERIAL SHALL MEET THE FOLLOWING GRADATION : SIEVE DESIGNATION PERCENT PASSING 3.5-INCH 100 1.5-INCH 55-100 1/4-INCH 25-60 NO. 10 15-45 NO. 40 5-25 NO. 100 0-10 NO. 200 0-5 PRIOR TO USE, THE DENSE GRADED CRUSHED STONE SHALL BE TESTED FOR APPROVAL AS DESCRIBED BELOW IN SECTION 2.0 AND SHALL BE PLACED AS DESCRIBED BELOW IN SECTION 3.0. 1.2 GRANULAR BASE MATERIAL CLEAN GRANULAR BASE MAY BE USED BENEATH THE MINIMUM 6-INCH LAYER OF CRUSHED STONE FOR FILL OR GRADING MATERIAL. GRANULAR FILL SHALL CONSIST OF CTDOT MATERIAL M.02.03, GRANULAR BASE, OR APPROVED EQUAL. THIS MATERIAL SHALL MEET THE FOLLOWING GRADATION FOR CTDOT M.02.06 GRADING "C": SIEVE DESIGNATION PERCENT PASSING 1.5-INCH 100 3/4-INCH 45-85 1/4-INCH 25-60 NO. 10 15-45 NO. 40 5-25 NO. 100 0-10 NO. 200 0-5 PRIOR TO USE, THE GRANULAR BASE SHALL BE TESTED FOR APPROVAL AS DESCRIBED IN SECTION 2.0 AND SHALL BE PLACED AS DESCRIBED IN SECTION 3.0. 1.3 TOPSOIL TOPSOIL SHALL CONSIST OF CTDOT MATERIAL M.13.01, TOPSOIL, OR APPROVED EQUAL. TOPSOIL SHALL NOT CONTAIN LESS THAN 6% NOR MORE THAN 20% ORGANIC MATERIAL AS DETERMINED BY LOSS ON IGNITION OF OVEN-DRIED SAMPLES DRIED AT 221 DEG. F (105 DEG C). TOPSOIL SHALL BE LOOSE AND FRIABLE AND FREE OF FROM REFUSE, STUMPS, ROOTS, BRUSH, WEEDS, ROCKS AND STONES OVER 1-1/4-INCHES IN DIAMETER. TOPSOIL SHALL ALSO BE FREE FROM ANY MATERIAL THAT WILL PRVENT THE FORMATION OF A SUITABLE SEEDBED OR PREVENT SEED GERMINATION AND PLANT GROWTH. 1.4 GEOSYNTHETICS: 1.GENERAL: INSTALLATION OF GEOTEXTILE FABRICS SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFIC LAYOUT PLANS AND DETAILS REVIEWED BY ENGINEER. 2. WOVEN GEOTEXTILE: THE WOVEN GEOTEXTILE SHALL BE MIRAFI HP 770 FABRIC, BY MIRAFI INC., OR APPROVED EQUIVALENT. THE WOVEN GEOTEXTILE SHALL BE COMPOSED OF POLYPROPYLENE STABILIZED WITH CARBON BLACK TO RESIST ULTRAVIOLET DEGRADATION AND BE RESISTANT TO BIOLOGICAL AND CHEMICAL DEGRADATION DUE TO ALL NATURALLY OCCURRING ORGANISMS OR REAGENTS NORMALLY ENCOUNTERED IN NATURAL SOIL ENVIRONMENTS. 3.NON-WOVEN GEOTEXTILE: THE NON-WOVEN GEOTEXTILE SHALL BE MIRAFI 140N FABRIC, BY MIRAFI INC., OR APPROVED EQUIVALENT. THE NON-WOVEN GEOTEXTILE SHALL BE COMPOSED OF POLYPROPYLENE FIBERS AND SHALL BE INERT TO BIOLOGICAL DEGRADATION AND RESISTANT TO NATURALLY ENCOUNTERED CHEMICALS, ALKALIS, AND ACIDS. 4.GEOGRID THE GEOGRID SHALL BE MIRAFI BXG110, BY MIRAFI INC., OR APPROVED EQUIVALENT. 2.0 BORROW SOURCE TESTING REQUIREMENTS PRIOR TO USE, BORROW SOURCE TESTING, INCLUDING GEOTECHNICAL CHARACTERIZATION REQUIREMENTS, SHALL BE CONDUCTED ON ALL SOIL MATERIALS PROPOSED FOR CONSTRUCTION AND SUBMITTED TO THE ENGINEER TO ASSESS CONFORMANCE TO MATERIAL SPECIFICATIONS. 3.0 MATERIAL PLACEMENT AND FIELD QUALITY CONTROL REQUIREMENTS 1.DO NOT PLACE FILL MATERIAL ON SURFACES THAT ARE MUDDY, FROZEN, OR CONTAIN FROST OR ICE. 2.SURFACES ON WHICH THE GEOTEXTILE WILL BE PLACED SHALL BE PREPARED TO A RELATIVELY SMOOTH SURFACE CONDITION. SURFACES SHALL BE FREE FROM OBSTRUCTION, DEBRIS, DEPRESSIONS, OR EROSION FEATURES. VEGETATION SHALL BE MOWED AS SHORT AS POSSIBLE PRIOR TO PLACEMENT OF GEOTEXTILE FABRIC. ANY IRREGULARITIES SHALL BE REMOVED SO AS TO ENSURE CONTINUOUS, INTIMATE CONTACT OF THE GEOTEXTILE WITH THE SURFACE. ANY LOOSE MATERIAL, SOFT OR LOW DENSITY POCKETS OF MATERIAL, SHALL BE REMOVED, FILLED WITH SUITABLE SUBGRADE FILL, AND COMPACTED. EROSION FEATURES SUCH AS RILLS AND GULLIES MUST BE GRADED OUT OF THE SURFACE BEFORE GEOTEXTILE PLACEMENT. 3.AT THE TIME OF INSTALLATION, FABRIC SHALL BE REJECTED IF IT HAS DEFECTS, RIPS, HOLES, FLAWS, DETERIORATION OR DAMAGE INCURRED DURING MANUFACTURE, TRANSPORTATION OR STORAGE. 4.PLACE FABRIC WITH THE LONG DIMENSION PARALLEL TO THE CENTERLINE OF THE BALLASTS AND LAY SMOOTH AND FREE OF TENSION, STRESS, FOLDS, WRINKLES, OR CREASES. 5.CRUSHED STONE SHALL BE PLACED IN MAXIMUM 6-INCH LOOSE LIFTS AND COMPACTED WITH 3 PASSES, IN BOTH DIRECTIONS BY A SMOOTH DRUM ROLLER COMPACTOR (ACCESS ROAD AREAS) OR BY A PLATE COMPACTOR (BALLAST BLOCK AND SUPPORT BLOCK GRAVEL BASE AREAS) TO A FIRM AND NON-YIELDING CONDITION. 6.THE MAXIMUM ALLOWABLE GROUND PRESSURE ON THE LANDFILL SURFACE IS 7 PSI. ALL MATERIAL AND BALLAST BLOCK PLACEMENT ON THE SURFACE OF THE LANDFILL (BEYOND THE LIMITS OF THE PROPOSED ACCESS ROADS) SHALL BE PERFORMED USING LOW GROUND PRESSURE EQUIPMENT. 7.THE MAXIMUM ALLOWABLE CROSS-SLOPE (PERPENDICULAR TO THE BALLAST BLOCKS) IS 5%. AT LIMITED LOCATIONS WHERE EXISTING SLOPE BETWEEN THE 2 BALLAST BLOCKS ON THE SAME RACK IS GREATER THAN 10%, CONTRACTOR SHALL SHIM THE LOWER BLOCK TO MEET THE 10% MAXIMUM SLOPE, USING ADDITIONAL DENSE GRADE CRUSHED STONE MEETING THE MATERIAL SPECIFICATIONS OF SECTION 1.1. SEEDING AND REVEGETATION PLAN: UPON COMPLETION OF SITE CONSTRUCTION, ALL AREAS PREVIOUSLY DISTURBED SHALL BE TREATED AS STATED BELOW. THESE AREAS WILL BE CLOSELY MONITORED BY THE CONTRACTOR UNTIL SUCH TIME AS A SATISFACTORY GROWTH OF VEGETATION IS ESTABLISHED. SATISFACTORY GROWTH SHALL MEAN A MINIMUM OF 70% OF THE AREA IS VEGETATED WITH VIGOROUS GROWTH. 1.TOPSOIL WILL BE SPREAD OVER ALL DISTURBED AREAS TO BE REVEGETATED AND SHALL BE GRADED TO A DEPTH OF FOUR (4) TO SIX (6) INCHES. 2.FERTILIZER AT A 10-10-10 PROPORTION SHALL BE MIXED WITH HYDROSEED (AND LIME, IF REQUIRED) AT A RATE OF 300 LBS. PER ACRE. 3.WOOD FIBER MULCH SHALL BE APPLIED AT A RATE OF 2,000 LBS. PER ACRE FOR MAXIMUM MOISTURE RETENTION RESULTS. 4.DISTURBED AREAS SHALL BE SEEDED USING ONE OF THE FOLLOWING MIXES AS DIRECTED BY THE OWNER AND ENGINEER DEPENDING ON THE TIME OF YEAR AND AMOUNT OF SEEDING REQUIRED: 4.1 CT PERMANENT SEED MIX: AT THE RATE OF 1 LB. PER 1,000 SQ. FT. OF THE FOLLOWING MIXTURE: 45% KENTUCKY BLUEGRASS, 45% CREEPING RED FESCUE, AND 10% PERENNIAL RYEGRASS (CTDEEP PERMANENT SEED MIX. NO. 1). SEEDING SHOULD BE PLANTED TO A DEPTH OF 1/4 TO 1/2 INCHES. SEEDING METHODS MAY BE DRILL SEEDINGS, BROADCASTS AND ROLLED, CULTIPACKED, OR TRACKED WITH A SMALL TRACK PIECE OF CONSTRUCTION EQUIPMENT, OR HYDROSEEDING, WITH SUBSEQUENT TRACKING. TACKIFIER SHALL BE USED IN HYDROSEED TO HELP IT ADHERE TO THE SOIL AND ANY SLOPES PROPERLY. 5.SEEDING SHALL BE COMPLETED BETWEEN THE DATES OF APRIL 1 THROUGH JUNE 15 AND AUGUST 15 THROUGH OCTOBER 1. WATERING MAY BE REQUIRED DURING DRY PERIODS. 6.STEEP SLOPES (3:1 AND STEEPER), IF ENCOUNTERED, SHALL BE STABILIZED BY INSTALLING EROSION CONTROL BLANKET (E.G., NORTH AMERICAN GREEN OR EXCELSIOR). SEE DETAIL 4 ON C501. 7.IF FINAL SEEDING OF THE DISTURBED AREA IS NOT COMPLETED BY OCTOBER 1ST OF THE YEAR OF CONSTRUCTION THEN, WITHIN THE NEXT 10 CALENDAR DAYS, THESE AREAS SHALL BE GRADED AND SMOOTHED, THEN SEEDED TO A WINTER COVER CROP OF WINTER RYE AT A RATE OF 3 LBS. PER 1,000 SQ. FT. THE FOLLOWING SHALL BE INCORPORATED INTO THE SOIL PRIOR TO WINTER RYE SEEDING: GROUND LIMESTONE AT A RATE OF 100 LBS. PER 1,000 SQ. FT., FOLLOWED BY A 10-10-10 FERTILIZER AT A RATE OF 14 LBS. PER 1,000 SQ. FT. HAY MULCH SHALL BE APPLIED AT A RATE OF 100 LBS. PER 1,000 SQ. FT. FOLLOWING SEEDING. IF THE WINTER RYE SEEDING CANNOT BE COMPLETED BY OCTOBER 1, OR DOES NOT MAKE ADEQUATE GROWTH BY NOVEMBER 1, THEN ON THAT DATE, HAY MULCH SHALL BE APPLIED AT THE RATE OF 100 LBS. PER 1,000 SQ. FT. A SUITABLE BINDER SUCH AS CURASOL OR RMB PLUS SHALL BE USED ON HAY MULCH FOR WIND CONTROL. EROSION CONTROL BLANKET WILL BE INSTALLED ON STEEP SLOPES (3:1 AND STEEPER) AND ON AREAS OF CONCENTRATED FLOWS. 8.INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND RESEED IMMEDIATELY. CONDUCT A FOLLOW-UP SURVEY AFTER ONE YEAR AND RESEED WHERE NECESSARY. 9.IF THERE ARE AREAS WITH LESS THAN 40% COVER, REEVALUATE CHOICE OF PLANT MATERIALS AND QUANTITIES OF LIME AND FERTILIZER. IF THE SEASON PREVENTS RESOWING, MULCH OR JUTE NETTING IS AN EFFECTIVE TEMPORARY COVER. 10.SEEDED AREAS SHOULD BE FERTILIZED DURING THE SECOND GROWING SEASON. 11.LIME AND FERTILIZE THEREAFTER AT PERIODIC INTERVALS, AS NEEDED. 12.ALL SEDIMENT CONTROL STRUCTURES WILL REMAIN IN PLACE UNTIL VEGETATION IS ESTABLISHED AS DETERMINED BY THE TOWN OF MONTVILLE LAND USE DEPARTMENT. TYPICAL SEQUENCE OF CONSTRUCTION: PRIOR TO THE DEVELOPMENT OF THE SITE, EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED AS SHOWN ON THE PLANS. SITE DEVELOPMENT SCHEDULING SHALL TAKE INTO CONSIDERATION THE GROWING SEASON, SUCH THAT BULK OF THE EARTHWORK IS NOT INITIATED DURING A PERIOD WHEN VEGETATIVE STABILIZATION CANNOT BE ACHIEVED WITHIN 14 DAYS OF COMPLETING THE EARTHWORK IN A GIVEN AREA. A TYPICAL SEQUENCE OF CONSTRUCTION IS: 1.PRIOR TO STARTING ANY WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES AND SHALL INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL OBTAIN ALL PERMITS, NOTIFY APPROPRIATE OFFICIALS, INCLUDING THE TOWN OF MONTVILLE DEPARTMENT OF PUBLIC WORKS DIRECTOR, OF CONSTRUCTION COMMENCEMENT, AND SUBMIT CONSTRUCTION TIMETABLE. 2.ON-SITE CONSTRUCTION SHALL START WITH INSTALLATION OF EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THE PROPOSED SITE PLAN SHEETS. THIS INCLUDES STRAW WATTLES, CONSTRUCTION ENTRANCE/EXIT, AND OTHER MEASURES NOTED ON THE PLAN. NO WORK SHALL TAKE PLACE UNTIL THE ENGINEER HAS INSPECTED AND APPROVED INSTALLED MEASURES. NO EROSION/SEDIMENTATION CONTROL DEVICE SHALL PENETRATE THE EXISTING LANDFILL COVER MATERIALS WITHIN THE LIMITS OF WASTE. 3.STOCKPILED TOPSOIL SHALL BE SEEDED AND MULCHED WHEN IT IS TO BE STORED MORE THAN 30 DAYS FROM TIME OF STOCKPILING. STOCKPILES SHALL NOT BE PLACED WITHIN THE LIMITS OF THE LANDFILL OR WITHIN THE 100' WETLAND BUFFER ZONE. SEE SHEET C502 FOR A TYPICAL TEMPORARY STOCKPILE DETAIL. 4.CONSTRUCT GRAVEL ACCESS ROADS. INSTALL ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED TO PREVENT EROSION OF GRAVEL SURFACE. 5.PROCEED WITH SOLAR PHOTOVOLTAIC (PV) SYSTEM INSTALLATION/CONSTRUCTION WORK. 6.REPAIR ALL DISTURBED AREAS, AND REAPPLY LOAM AND SEED WHERE NECESSARY. 7.EROSION AND SEDIMENTATION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL AFTER THE SITE IS STABILIZED AND FINAL ACCEPTANCE IS GIVEN BY THE ENGINEER. POST CONSTRUCTION MAINTENANCE OF VEGETATION: VCP MONTVILLE LF LLC WILL PERIODICALLY MOW VEGETATION ALONG THE ACCESS ROAD AND WITHIN THE SOLAR PV FACILITY. AT A MINIMUM, VEGETATION MAINTENANCE WILL BE PERFORMED ON A QUARTERLY BASIS. PROJECT DECOMMISSIONING/REMOVAL: DECOMMISSIONING AND SITE RESTORATION WILL INCLUDE DISMANTLING AND REMOVAL OF ALL PANELS AND SUPPORTING EQUIPMENT, TRANSFORMERS, OVERHEAD CABLES, FOUNDATIONS, AND RESTORATION OF THE ROADS AND MODULE SITES TO SUBSTANTIALLY THE SAME PHYSICAL CONDITION THAT EXISTED IMMEDIATELY BEFORE CONSTRUCTION OF THE FACILITY. TO THE EXTENT POSSIBLE, THE SITE WILL BE RESTORED AND RECLAIMED TO THE TOPOGRAPHY AND TOPSOIL QUALITY THAT EXISTED PRIOR TO THE CONSTRUCTION OF THE SOLAR ARRAY. DISTURBED EARTH WILL BE GRADED AND RESEEDED. C001 NOTES AND SPECIFICATIONS P:\Private\Verogy Solar\Montville, CT Landfill\Design\CAD\03 Sheets\02 - Montville C001.dwgWESTON & SAMPSON ENGINEERS, INC. 712 BROOK STREET, SUITE 103 ROCKY HILL, CT 06067 860.513.1473 800.SAMPSON COPYRIGHT © 2023 WESTON & SAMPSON, INC. Project: www.westonandsampson.com Applicant: Seal: Revisions: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date Created: Reviewed By: Drawn By: TOWN OF MONTVILLE LANDFILL SOLAR PV DEVELOPMENT 669 ROUTE 163 MONTVILLE, CT 06353 0 VCP MONTVILLE LF, LLC 124 LASALLE ROAD 2ND FLOOR WEST HARTFORD, CT 06107 TEL: (860) 288-7215 WWW.VEROGY.COM PERMITTING Verogy Montville ENG23-0165 AS SHOWN RJB 06/06/2023 NWA DED 06/06/2023 ISSUED FOR PERMITTING No.Date Description NOT FOR CONSTRUCTION 1 06/21/2023 ISSUED FOR DEEP PERMITTING 2 06/27/2023 REVISED PER TOWN COMMENTS 3 07/19/2023 REVISED PER TOWN COMMENTS ZONE:GOVZONE:OSZON E: R 4 0 ZON E: G O V ZON E : G O V ZON E : R 2 0 - M ZON E :GOV ZON E :R 1 2 0 CHES T E R F I E L D R O A D ROU T E 1 6 3 FEMA Z O N E X FEMA Z O N E A FEMA ZONE XFEMA ZONE X(SHADED)TP-1 TP-2 CONSTRUCTION ENTRANCEXXXXX X X X X X X X X X X X X X X X XX X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOHEOHESB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB S B SB SBS B SBSBSBSB SB SB SB SB SB SB SB SBSBSBSBSBSBSBSBSBSBSB SBSB SB SB SB SB SB SB SB SB SB SB S BSBSBSBSBSB SBSBSBSB SB SB SB SB SB SB SB SB E C E CECECECECECECECECECPROPOSED EQUIPMENT PAD PROPOSED GATE CONCRETE WASHOUT BASIN LOW LOW LOW LOW LOW LOW LO W LOW LO W LO W LO W LO W LO W LO W LO W L O W L O W LO W L O W LO W L O W LOWLOWLOW LOWLOWLOWLOWLOWLOWL OW LOW LOW LO W L OW LOW LO W LOW LOWLOWLOWLOW LOWLO W LOW L O W L O WLOWLOWLOWLOWLOWLOWLOWLOWLOW LOW LOW LOW LOWLOWLOW LOW LOW LOW LOW LOW LOW LOW LO W LO W LO W LOWLOWLOWLOW LOW LOW LOW LOW LOW LOW LOW LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW LOWLOW LOW LOW LOW LOW LOW LOW LOW LOWLOWLOWLOW LOW LOW L O W LO W LO W LOW LOW LO WLOW LOW LOW L OW LOWLOWLOWLOWLOWLOWLOWLOW LOW LOW S F S F S F S F S F SFSBSBSBSBSBSBSBPROPOSED PAVEMENT RESTORATION11.2'12.0'12. 0 ' 3 3 0 330 2 2 8 22 6 224 EVERSOURCE EASEMENT SURFACE RESTORATION OF FORMER STOCKPILING AREA (SEE NOTE 3) ENTIRE ACCESS ROAD TO BE UPGRADED TO A MINIMUM OF 10' WIDE AND ADD 3" OF GRAVEL 10'10'13'3 C-502 1 C-501 1 C-502 5 C-502 5 C-501 6 C-502 7 C-502 7 C-501 EXISTING LEGEND: LOCUS PROPERTY LINE ABUTTERS PROPERTY LINE EASEMENT LINE 2' CONTOUR LINE CHAIN LINK FENCE TREE LINE FEMA FLOOD ZONE LINE ZONING LINE OVERHEAD WIRES BURIED GAS LINE CONC. BOUND FOUND CALCULATED POINT UTILITY POLE LIGHT POLE GUY WIRE ANCHOR CATCH BASIN MANHOLE WETLAND FLAG WITH IDENTIFIER SIGN POST BURIED DRAINAGE LINE GAS VALVE CONCRETE PAD GRAVEL PAVEMENT STRUCTURE WETLAND LINE 50' WETLANDS BUFFER TREE LINE SAND AND GRAVEL STOCKPILES TP-2 TEST PIT APPROXIMATE LIMIT OF WASTE PROPOSED LEGEND: LIMIT OF WORK SEDIMENT BARRIER LOW LOW SB SB SB SB FENCEXXX ELECTRIC CONDUITECEC OVERHEAD ELECTRICOHEOHE SOLAR PV RACK UTILITY POLE 5 C-502 3 C-501 2 C-502 ACCESS ROAD 4 C-502 SILT FENCESFSF 6 C-501 LEASE LINE MAJOR CONTOUR MINOR CONTOUR 330 228 \\wse03.local\WSE\Projects\Private\Verogy Solar\Montville, CT Landfill\Design\CAD\03 Sheets\03 Montville C101.dwgWESTON & SAMPSON ENGINEERS, INC. 712 BROOK STREET, SUITE 103 ROCKY HILL, CT 06067 860.513.1473 800.SAMPSON COPYRIGHT © 2023 WESTON & SAMPSON, INC. Project: www.westonandsampson.com Applicant: Seal: Revisions: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date Created: Reviewed By: Drawn By: TOWN OF MONTVILLE LANDFILL SOLAR PV DEVELOPMENT 669 ROUTE 163 MONTVILLE, CT 06353 0 VCP MONTVILLE LF, LLC 124 LASALLE ROAD 2ND FLOOR WEST HARTFORD, CT 06107 TEL: (860) 288-7215 WWW.VEROGY.COM PERMITTING Verogy Montville ENG23-0165 AS SHOWN RJB 06/06/2023 NWA DED 06/06/2023 ISSUED FOR PERMITTING No.Date Description NOT FOR CONSTRUCTION 1 06/21/2023 ISSUED FOR DEEP PERMITTING 2 06/27/2023 REVISED PER TOWN COMMENTS 3 07/19/2023 REVISED PER TOWN COMMENTS NOTES: 1.ELECTRICAL DESIGN, INCLUDING UTILITY POLES, PERFORMED BY OTHERS. ELECTRICAL EQUIPMENT AND COMPONENTS SHOWN TO ILLUSTRATE LOCATIONS ONLY. REFER TO ELECTRICAL DRAWINGS FOR DETAILED ELECTRICAL SYSTEM INFORMATION. 2.FOUNDATION LOCATIONS AND ARRAY ORIENTATION SUBJECT TO CHANGE BASED ON FINAL DESIGN BUT WILL BE WITHIN THE PROPOSED LIMIT OF WORK. ALL PLANS WILL BE SUBMITTED TO THE TOWN OF MONTVILLE DIRECTOR OF PUBLIC WORKS AND THE DIRECTOR OF LAND USE FOR APPROVAL PRIOR TO SUBMITTING FOR BUILDING PERMIT. 3.EXISTING SAND AND GRAVEL STOCKPILES ON TOP OF THE LANDFILL CAP WILL BE REMOVED PRIOR TO CONSTRUCTION. STOCKPILED SAND AND GRAVEL SUITABLE FOR REUSE, AS DETERMINED BY THE ENGINEER, SHALL BE REUSED ON SITE FOR BALLAST BLOCK LEVELING PADS AND/OR ACCESS ROAD MAINTENANCE. UNSUITABLE STOCKPILED MATERIAL SHALL BE RELOCATED ON THE PROPERTY IN COORDINATION WITH THE TOWN OF MONVTILLE DEPARTMENT OF PUBLIC WORKS. A LAYER OF SAND WILL BE LEFT IN PLACE WITHIN THE FOOTPRINT OF THE FORMER STOCKPILE AREA. BALLAST BLOCK FOUNDATIONS WILL BE PLACED ON THE SAND LAYER. THE GROUND SURFACE WITHIN THE FOOTPRINT OF THE FORMER STOCKPILES AND BETWEEN THE BALLAST BLOCK FOUNDATIONS WILL BE RESTORED WITH TOPSOIL, EROSION CONTROL MATTING, AND GRASS SEED. 4.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL CONSTRUCTION ACTIVITIES ON SITE WITH THE DIRECTOR OF PUBLIC WORKS AND/OR THEIR DESIGNEE. THE ANTICIPATED CONSTRUCTION SCHEDULE IS SPRING 2024 TO FALL 2024. 5.THE PROPOSED SOLAR PV ARRAY AREA IS EQUAL TO 2.39 ACRES (104,407 SQUARE FEET). THE TOTAL AREA WITHIN THE LIMIT OF WORK IS 3.39 AC (147,959.79 SF). 6.THERE IS NO PROPOSED LIGHTING AS PART OF THIS APPLICATION. 7.THE PROPOSED PROJECT IS IN FULL COMPLIANCE WITH THE TOWN OF MONTVILLE GOVERNMENT ZONING DISTRICT REGULATIONS. THE GOVERNMENT DISTRICT DOES NOT HAVE MINIMUM LOT SIZE, SETBACKS, OR FRONTAGE REQUIREMENTS. C101 PROPOSED SITE PLAN / GRADING AND DRAINAGE PLAN P:\Private\Verogy Solar\Montville, CT Landfill\Design\CAD\03 Sheets\04 Montville C501.dwgWESTON & SAMPSON ENGINEERS, INC. 712 BROOK STREET, SUITE 103 ROCKY HILL, CT 06067 860.513.1473 800.SAMPSON COPYRIGHT © 2023 WESTON & SAMPSON, INC. Project: www.westonandsampson.com Applicant: Seal: Revisions: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date Created: Reviewed By: Drawn By: TOWN OF MONTVILLE LANDFILL SOLAR PV DEVELOPMENT 669 ROUTE 163 MONTVILLE, CT 06353 0 VCP MONTVILLE LF, LLC 124 LASALLE ROAD 2ND FLOOR WEST HARTFORD, CT 06107 TEL: (860) 288-7215 WWW.VEROGY.COM PERMITTING Verogy Montville ENG23-0165 AS SHOWN RJB 06/06/2023 NWA DED 06/06/2023 ISSUED FOR PERMITTING No.Date Description NOT FOR CONSTRUCTION 1 06/21/2023 ISSUED FOR DEEP PERMITTING 2 06/27/2023 REVISED PER TOWN COMMENTS 3 07/19/2023 REVISED PER TOWN COMMENTS STABILIZED CONSTRUCTION ENTRANCE NOTES: 1.FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA FOLLOWING GRADING (AS NEEDED) TO LEVEL PAD PRIOR TO PLACING OF STONE. 2.SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 3.MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED BY THE CONTRACTOR IMMEDIATELY. 4.WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 5.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 6.AT THE CONCLUSION OF PROJECT, ANY ACCUMULATED SEDIMENT SHALL BE DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. REMOVAL OF ANTI-TRACKING PAD SHALL BE AT NO ADDITIONAL COST TO THE OWNER. 7.P.C. = POINT OF CURVATURE 8.P.T. = POINT OF TANGENCY 12" DIAMETER STRAW WATTLE AREA TO BE PROTECTED WORK AREA ADDITIONAL FILTER MEDIA (BLOWN / PLACED)WATERFLOW400 WORK AREA AREA TO BE PROTECTED SAND BAG (TYP.) 12" DIAMETER STRAW WATTLE ( AS SHOWN ON PLANS) PLAN VIEW SIDE VIEW NOTES: 1.SUPPORT POSTS OR STAKES ARE PROHIBITED FOR USE TO SECURE SEDIMENT BARRIER OVER THE EXISTING LANDFILL CAP. NO EROSION/SEDIMENTATION CONTROL DEVICE SHALL PENETRATE THE EXISTING LANDFILL CAP MATERIAL. 2.SAND BAGS TO BE SPACED EQUALLY TO SECURE COMPOST SOCKS IN PLACE, IF REQUIRED. 3.UPON COMPLETION, COMPOST MATERIAL TO BE DISPERSED ON SITE AS DETERMINED BY ENGINEER. 3" 12" 6" 2. 4. 5. 3B. 1. 3A.6"NOTES: 1.PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. 3.ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4.THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5.CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE BLANKET WIDTH. 6.ALL 3H:1V SLOPES SHALL BE STABILIZED WITH EROSION CONTROL BLANKETING. BLANKETING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 7.ALL SLOPES STEEPER THAN 3H:1V SHALL BE STABILIZED WITH PERMANENT TURF REINFORCEMENT MATTING OR RIPRAP. COMPOST SOCK SEDIMENT CONTROL BARRIER SCALE: N.T.S.3 TEMPORARY EROSION CONTROL BLANKET SCALE: N.T.S.4 LONG AXIS OF STOCKPILE TO BE PERPENDICULAR TO CONTOUR SEDIMENT BARRIER PLACED DOWN GRADIENT OF STOCKPILE STOCKPILE TO BE LOCATED IN AN AREA THAT PROVIDES MAXIMUM PROTECTION AGAINST EROSION TOWARDS SENSITIVE AREAS NOTES: 1.STOCKPILE AREAS SHALL BE LOCATED OUTSIDE OF WETLANDS AND 50FT UPLAND REVIEW AREA. TEMPORARY STOCKPILE SCALE: N.T.S.2 C501 DETAILS I CONSTRUCTION ENTRANCE SCALE: N.T.S.1 NOTES: 1.PLASTIC SHEETING SHALL BE FREE OF TEARS OR HOLES. AFTER BASIN IS USED, WASHWATER FROM WASHOUT BASIN SHALL EVAPORATE OR BE VACUUMED OUT. REMOVE REMAINING HARDENED SOLIDS. REPLACE PLASTIC SHEETING AND STRAWBALES AS REQUIRED. BALED STRAW (BALED WITH TWINE) 4 MIL PLASTIC SHEETING WRAP PLASTIC SHEETING UNDER 1/2 WIDE OF STRAW BALE EMBED BALES 4" INTO GRADE STOCKPILE REMOVED SOIL 8' TO 10' SQUARE CONCRETE WASHOUT BASIN SCALE: N.T.S.5 DIRECTION OF RUNOFF WATERS NOTES: 1.GEOTEXTILE TO BE FASTENED SECURELY TO FENCE POST BY USE OF WIRE TIES OR HOG RINGS (3 FASTENERS PER POST). USE REINFORCEMENT BETWEEN FASTENER AND FABRIC TO PREVENT TEAR-OUT. 2.BURY BOTTOM 1'-0" OF GEOTEXTILE IN TRENCH (8" DEEP x 4" WIDE) REPLACE SOIL AND TAMP IN PLACE. 3.ENDS OF INDIVIDUAL ROLLS OF GEOTEXTILE SHALL BE SECURELY FASTENED TOGETHER AS SHOWN. FASTENERS SHALL BE PROVIDED AS SPECIFIED IN NOTE 1 ABOVE. SPLICING OF INDIVIDUAL ROLLS SHALL NOT OCCUR AT LOW POINTS. 4.SILT FENCING SHALL NOT BE INSTALLED ON THE LANDFILL CAP 1'-6" MIN1'-4" MIN1'-6" MAXTRENCH TO BURY BOTTOM 1' OF FABRIC 8"4" TOE OF SLOPE FENCE POST, 2"x2" SPACING 8'-0" CENTER TO CENTER GEOTEXTILE 3'-0" WIDE 10'-0" SILT ACCUMULATION PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE. ROTATE BOTH POSTS AT LEAST 180° IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE GEOTEXTILE. DRIVE BOTH POSTS INTO GROUND AND BURY BOTTOM EDGE OF FENCE, AS SHOWN IN SECTION VIEW SUPPORT WIRE FENCE (14 GAUGE WITH 6-INCH MESH) ELEVATION VIEW SECTION VIEW SILT FENCE JOINING FLOW 8' POST SPACING WITH SUPPORT WIRE 6' POST SPACING FOR EXTRA-STRENGTH FABRIC WITHOUT SUPPORT WIRE SILT FENCE SCALE: N.T.S.6 EXISTING VEGETATIVE LANDFILL CAP LAYER OF SAND TO REMAIN FOLLOWING REMOVAL OF SAND AND GRAVEL STOCKPILES (TYP) LEVELING FILL (TYP) BALLAST BLOCK (TYP) IMPORTED TOPSOIL (MIN 4") EROSION CONTROL BLANKET AND GRASS SEED FORMER STOCKPILING AREA SEE PLANS SURFACE RESTORATION DETAIL FOR FORMER STOCKPILE AREA SCALE: N.T.S.7 NOTES: 1.SURFACE OF FORMER STOCKPILING AREA BETWEEN PROPOSED CONCRETE FOUNDATIONS TO BE RESTORED WITH TOPSOIL, EROSION CONTROL MATTING, AND GRASS SEED P:\Private\Verogy Solar\Montville, CT Landfill\Design\CAD\03 Sheets\05 Montville C502.dwgWESTON & SAMPSON ENGINEERS, INC. 712 BROOK STREET, SUITE 103 ROCKY HILL, CT 06067 860.513.1473 800.SAMPSON COPYRIGHT © 2023 WESTON & SAMPSON, INC. Project: www.westonandsampson.com Applicant: Seal: Revisions: Issued For: Drawing Title: Sheet Number: Scale: W&S File No.: W&S Project No.: Approved By: Date Created: Reviewed By: Drawn By: TOWN OF MONTVILLE LANDFILL SOLAR PV DEVELOPMENT 669 ROUTE 163 MONTVILLE, CT 06353 0 VCP MONTVILLE LF, LLC 124 LASALLE ROAD 2ND FLOOR WEST HARTFORD, CT 06107 TEL: (860) 288-7215 WWW.VEROGY.COM PERMITTING Verogy Montville ENG23-0165 AS SHOWN RJB 06/06/2023 NWA DED 06/06/2023 ISSUED FOR PERMITTING No.Date Description NOT FOR CONSTRUCTION 1 06/21/2023 ISSUED FOR DEEP PERMITTING 2 06/27/2023 REVISED PER TOWN COMMENTS 3 07/19/2023 REVISED PER TOWN COMMENTS 24-HOUR EMERGENCY CONTACT NUMBER 1-800-XXX-XXXX3'3' NOTES: 1.SLAB DIMENSIONS, DESIGN, AGGREGATE MATERIAL BELOW THE PAD IS SUBJECT TO CHANGE BASED ON FINAL STRUCTURAL ENGINEERED DESIGN. 2.DETAIL IS SHOWN FOR REPRESENTATIVE PURPOSES ONLY. 3.THE VEGETATIVE SUPPORT LAYER SHALL BE REMOVED BELOW AND A MINIMUM OF 2' AROUND THE LIMITS OF THE PAD LOCATIONS. 4.COMPACT UNTIL A FIRM AND STABLE CONDITIONS IS ACHIEVED, AS APPROVED BY THE ENGINEER. 5.THE CONCRETE EQUIPMENT PAD WILL BE APPROXIMATELY 40' BY 20'. 6"VARIES TYP 3H 1V 2H 1V MIRAFI 140N NON-WOVEN FILTER FABRIC EXISTING GRADE 12" MIN. OF 3/4" CRUSHED STONE 1'-0"1'-9"LANDFILL COVER SYSTEM MAX. SLOPE 2' MIN. (SEE NOTE 3) CONTRACTOR INFORMATION SIGN SCALE: N.T.S.1 BALLAST MOUNTED SOLAR PV ARRAY SCALE: N.T.S.2 TYPICAL CONCRETE EQUIPMENT PAD SCALE: N.T.S.3 TYPICAL ACCESS ROAD DETAIL SCALE: N.T.S.4 NOTES: 1.FENCE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. FINAL POST AND BALLAST BLOCK DESIGN TO BE PROVIDED PRIOR TO CONSTRUCTION. 2.THE DISTANCE BETWEEN THE FINISHED GRADE AND BOTTOM OF FENCE SHALL BE FLUSH WITH THE GROUND SURFACE FOR THE FENCE SURROUNDING THE LANDFILL ARRAYS. 3.SECURITY FENCE AROUND THE SITE SHALL BE CONTINUOUS AND 7'-0" (MINIMUM) PER THE NEC 110.31. 4.THE SECURITY FENCE SHALL BE GROUNDED IN ALL AREAS WHERE THE PV MODULES ARE LOCATED LESS THAN 10'-0" FROM THE FENCE TO LIMIT THE RISE OF HAZARDOUS VOLTAGE (IF APPLICABLE). 5.THE "HIGH VOLTAGE KEEP OUT' SIGN SHALL BE MOUNTED ON FENCE AND HAVE A MAX SPACING OF 18 FEET. 6.AT LOCATIONS WHERE THE EXISTING PERIMETER FENCE WILL BE USED, AN EXTENSION SHALL BE ADDED TO HAVE A FINAL TOTAL HEIGHT OF 7 FEET.7'-0"NO TRESSPASSING ON THIS PROPERTY UNDER PENALTY OF THE LAW NOTICE 8'-0"CONTRACTOR INFORMATION (SEE DETAIL 1)DANGER High voltage Keep out DANGER High voltage Keep out BALLAST BLOCK (TYP) BALLAST BLOCK (TYP) BALLAST CHAIN LINK FENCE AND GATE SCALE: N.T.S.5 NOTES: 1.SEE DRAWING C001 FOR ACCESS ROAD AND FABRIC MATERIAL REQUIREMENTS. 2.ALL VEGETATION SHALL BE CUT AS SHORT AS POSSIBLE BELOW THE ACCESS ROAD INCLUDING AT LEAST 5 FEET BEYOND THE EDGES OF ROAD. EXISTING GRADE (TYP) LANDFILL CAP VARIES SEE PLAN 1V 3H1V 3H MIRAFI FW 700 OR APPROVED EQUAL BETWEEN DENSE GRADE AND EXISTING GROUND SURFACE 5' MIN. (SEE NOTE 2) VEGETATIVE SUPPORT LAYER (TOPSOIL)TYPICALLANDFILLCAPCOMPONENTSNOTES: 1.DESIGN FOR FOUNDATIONS, RACKING, AND MODULES BY OTHERS. DETAILS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 3" MIN CRUSHED STONE OR BALLAST LEVELING FILL (SEE SHEET C001) BALLAST BLOCK 6" MIN (TYP) C502 DETAILS II 12" DENSE GRADED CRUSHED STONE (SEE SHEET C001 FOR SPECIFICATION) 2' COMPACTED DENSE GRADED CRUSHED STONE OVER LANDFILL COVER SYSTEM (SEE NOTE 3) 16'-0" 12" MINIMUM PAVEMENT CUTBACK TACK COAT (TYP) CONTRACTORS ACTUAL EXCAVATION PAVEMENT CUTBACK 12" MINIMUM BINDER COURSE PAVEMENT TOP COURSE PAVEMENT 12" GRAVEL BORROW, TYPE B NOTE: 1.ASPHALT REPAIR SHALL MATCH EXISTING PAVEMENT LAYERS. PAVEMENT REPAIR SCALE: N.T.S.6 MATCH EXISTING LAYER THICKNESS MATCH EXISTING LAYER THICKNESS NOTES: 1.EMERGENCY CONTACT SIGNS SHALL BE PLACED AT BOTH THE TOP AND BOTTOM OF THE ACCESS ROAD. UPGRADED ACCESS ROAD SCALE: N.T.S.7 NOTE: 1.CONTRACTOR SHALL REMOVE OVERGROWN VEGETATION GROWING OR ENCROACHING ON THE EXISTING GRAVEL ACCESS ROAD PRIOR TO ADDING CRUSHED STONE. VARIES SEE PLAN ADD MINIMUM 3-INCHES OF CRUSHED STONE OVER ACCESS ROAD EXISTING ACCESS ROAD GRAVEL SURFACE (UNKNOWN THICKNESS) FEMA Z O N E X FEMA Z O N E A FEMA Z O N E X FEMA Z O N E A FEMA ZONE XFEMA ZONE X(SHADED)CHES T E R F I E L D R O A D ROU T E 1 6 3 FEMA ZONE X FEMA ZONE A ZONE:GOVZONE:OSZON E: R 4 0 ZON E: G O V ZON E : G O V ZON E : R 2 0 - M ZON E :GO V ZONE :R 1 2 0 NORTHEAST SURVEY CONSULTANTS3 FERRY STREETSTUDIO 1 EASTEASTHAMPTON, MA 01027(413) 203-5144 1 1EXISTINGCONDITIONSPLAN OF LAND IN MONTVILLE, CT669 ROUTE 163PREPARED FORVEROGY