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vhb.com U.S. ROUTE 5 VERMONT INTERSTATE 91 ROUTE 25 SITE LOCATION N/F K.A. SEYMORE VT GRID VOL. 120 PG. 372 40 IDX Dr VERMONT ROUTE 25 Building 100 Suite 200 WnB N/F South Burlington, VT 05403 450 CENTRURION PROPERTIES, INC. VOL. 92 PG. 688 U.S. ROUTE 5 802.497.6100 CONNECTICUT RIVER 453 455 455 50' SETBACK AgA VHB NATURAL RESOURCE STUDY AREA N/F LOCUS MAP DHDK REALTY, LLC VOL. 107 PG. 164(?) 1"=1000' APPROXIMATE LOCATION OF EXISTING, ABANDONED WASTEWATER DISPOSAL SYSTEMS (PER MAP REF. 2) (SEE NOTE 7) 50' SETBACK 458 LOT 2 3.62+/- TOTAL ACRES 453 1.64+/- ACRES WITHIN SETBACKS AS SHOWN U.S. ROUTE 5 458 452 452 LOT 3 50' SETBACK Legend WATERLINE UTILITY POLE 458 EASEMENT (PER MAP REF. 1 & 2) EDGE OF PAVEMENT 459 EDGE OF GRAVEL 460 453 OHW . OVERHEAD WIRE BOUNDARY LINES (SEE NOTE 2) ABUTTER LINE RIGHT OF WAY LINE SEWER LINE WATER LINE 100' SETBACK FROM EDGE OF ROAD 35' ACCESS EASEMENT IN BENEFITING LOT 2 453 35.0' ER Bradford Solar, LLC 456 452 Vermont Route 25 457 N/F Bradford, Vermont FAS HOLDINGS, LLC 455 VOL. 134, PG. 314 NORTH LIMIT OF APPARENT 453 No. Revision Date Appvd. SEWER EASEMENT 457 (PER MAP REF. 1) VERMONT ROUTE 25 456 451 455 LOT 1 Designed by Checked by 454 TIC AGM 455 Issued for Date Section 248 Permitting June 26, 2019 General Notes 1) THE PURPOSE OF THIS PLAN IS TO DEPICT EXISTING CONDITIONS BASED ON A COMPILATION OF AERIAL IMAGERY AND Drawing Title PLAN REFERENCES 1 AND 2. NnB 2) THE BOUNDARY LINES SHOWN ON THIS PLAN ARE COMPILED FROM MAP REFERENCE 1 AND 2. THEY ARE APPROXIMATE Existing Conditions ONLY. THIS IS NOT A BOUNDARY SURVEY. 3) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED ON AERIAL IMAGERY AND Site Plan INFORMATION SHOWN ON MAP REFERENCE 1 AND 2. THEY ARE NOT WARRANTED TO BE EXACTLY LOCATED NOR IS IT WARRANTED THAT ALL UNDERGROUND UTILITIES OR OTHER STRUCTURES ARE SHOWN ON THIS PLAN. 4) CONTOUR LINES SHOWN ARE FROM AN EXISTING VCGI LIDAR DERIVED DATASET. HORIZONTAL DATUM IS REFERENCED TO VERMONT GRID NAD83(2011). ELEVATIONS SHOWN ON THIS PLAN REFER TO NAVD OF 1988. 5) ALL PLANIMETRIC FEATURES SHOWN (TREELINES, BUILDINGS, ROADS AND DRIVES, ETC.) ARE DIGITIZED FROM ORTHORECTIFIED AERIAL IMAGERY (HEXAGON IMAGERY SERVICES) AND FEATURES AS DEPICTED ON MAP REFERENCE 1 Drawing Number AND 2, OTHER FEATURES MAY EXIST THAT ARE NOT SHOWN. 6) VHB PERFORMED A FIELD DELINEATION OF NATURAL RESOURCES WITHIN THE AREA LABELED "VHB NATURAL RESOURCE STUDY AREA. NO NATURAL RESOURCES WERE IDENTIFIED. 7) MAP REFERENCE 2 (2007) DEPICTS WASTEWATER DISPOSAL AREAS WITHIN THE SUBJECT PARCEL AS SHOWN. MAP C1.01 REFERENCE 1 (2019) DEPICTS A SEWER LINE ALONG THE SOUTH EDGE OF THE SUBJECT PARCEL AS SHOWN. PER Map References THELANDOWNER, THE WASTEWATER DISPOSAL SYSTEMS HAVE BEEN ABANDONED AND ALL BUILDINGS THAT WERE PREVIOUSLY SERVED BY THESE SYSTEMS HAVE BEEN CONNECTED TO THE MUNICIPAL SYSTEM. THE CURRENT STATUS OF 1) A PLAN ENTITLED "SUBDIVISION OF LANDS OF C.D. CAIRNS IRRIVOCABLE TRUST PARTNERSHIP VERMONT ROUTE #25, 50 0 50 100 Sheet of BRADFORD, VERMONT" "PRELIMINARY" PERPARED BY VERMONT MAPPING AND SURVEY CO., LLC, DATED JANUARY 2019. THE SEWER LINE ALONG THE SOUTH EDGE OF THE SUBJECT PARCEL IS UNKNOWN. 1 4 8) EASEMENTS DEPICTED ON THIS PLAN ARE BASED ON MAP REFERENCE 1 AND 2, OTHER EASEMENTS OR ENCUMBERANCES 2) A PLAN ENTITLED "SURVEY PLAT FOR BRADFORD OIL COMPANY, INC. AND CHAMPLAIN OIL COMPANY, INC." PREPARED SCALE IN FEET MAY EXIST THAT ARE NOT SHOWN HEREIN. BY PATHWAYS CONSULTING, LLC, DATED APRIL 12, 2007. 9) SETBACKS SHOWN FOR THE SUBJECT PARCEL ARE FOR GROUND MOUNTED SOLAR ELECTRIC GENERATION FACILITIES AS Project Number DEFINED IN 30 V.S.A. SECTION 248(S). 57818.00 \\vhb\gbl\proj\SBurlington\57818.00 Encore 500 kW Solar\cad\ld\Planset\2300 CoCo Bradford\57818.00-CoCo-LM.dwg Legend vhb.com N/F K.A. SEYMORE U.S. ROUTE 5 VOL. 120 PG. 372 EXISTING ABANDONED WASTEWATER DISPOSAL WnB SYSTEMS TO REMAIN IN PLACE N/F CENTRURION PROPERTIES, INC. VOL. 92 PG. 688 TO ± 453 455 DISTANCE DISTANCE LINE 455 PROPERTY 51.48' TO PROPERTY LINE 40 IDX Dr ± 50' Building 100 Suite 200 50' SETBACK DISTANCE TO EDGE OF ROAD ± 442.53' AgA VHB NATURAL RESOURCE STUDY AREA South Burlington, VT 05403 802.497.6100 12' WIDE WATERLINE EASEMENT (PER MAP REF. 1 & 2) N/F DHDK REALTY, LLC VOL. 107 PG. 164(?) UGE PROPOSED UNDERGROUND ELECTRIC PRIMARY AGRICULTURAL SOIL STOCKPILE 50' SETBACK 458 PROPOSED SILT FENCE, TYP. 453 PROPOSED STAGING AREA, TYP. VERMONT ROUTE 5 458 452 PROPOSED SOLAR TABLE, TYP. 452 LOT 3 50' SETBACK PROPOSED 8-FT. TALL PERIMETER FENCE 458 459 12' WIDE ACCESS DRIVE 453 DISTANCE TO NEAREST RESIDENCE ± 179' STABILIZED CONSTRUCTION ENTRANCE Summary Table 12' 0 20 40 80 Feet 100' SETBACK FROM EDGE OF ROAD VERMONT ROUTE 25 35' ACCESS EASEMENT IN BENEFITING LOT 2 DISTANCEOF ROAD TO EDGE± 100' Bradford Solar, LLC 453 LIMIT OF DISTURBANCE Vermont Route 25 DISTANCE TO PROJECT DEMARCATION FENCE 35.0' PROPERTY LINE ± 50' Bradford, Vermont PROPOSED RISER POLE AND POLE MOUNTED No. Revision Date Appvd. 452 456 TRANSFORMERS 457 N/F FAS HOLDINGS, LLC 455 VOL. 134, PG. 314 453 DISTANCE TO NEAREST 457 RESIDENCE ± 89' 456 451 DISTANCE TO Hale-Sills, Chris 455 General Notes Designed by Checked by PROPOSED SCREENING TO BE PROPERTY LINE ±95' LOT 1 DEVELOPED IN COORDINATION SMW AGM DISTANCE TO 1. AGAWAM FINE SANDY LOAM (AgA) IS MAPPED AS A PRIMARY AGRICULTURAL SOIL (SEE SUMMARY WITH TOWN, TYP. RESIDENCE ±217' TABLE THIS SHEET). Issued for Date 2. PRIMARY AGRICULTURAL SOILS (PAS) ON THE PROJECT SITE SHALL BE PRESERVED IN A MANNER THAT Section 248 Permitting June 26, 2019 ALLOWS FOR COMPLETE RESTORATION DURING PROJECT DECOMMISSIONING. CONTRACTOR SHALL RESTORE EXCAVATED PAS IN ACCORDANCE WITH AAFM GUIDELINES "ACT 250 PROCEDURE: NORTH LIMIT OF APPARENT RECLAMATION OF VERMONT AGRICULTURAL SOILS" AS APPLICABLE SEWER EASEMENT Not Approved for Construction (PER MAP REF. 1) 454 3. PROJECT WILL NOT REQUIRE ANY TREE CLEARING OR ALTERATION. Drawing Title 455 4. UTILITY LOCATIONS SHOWN ON THIS PLAN ARE APPROXIMATE. ALL EXISTING UTILITY LOCATIONS Proposed Conditions SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. PROPOSED OVERHEAD Site Plan Wednesday, June 26, 2019 10:02:48 AM ELECTRIC Plotted POINT OF INTERCONNECTION AT NnB EXISTING UTILITY POLE Drawing Number CHALE-SILLS C1.02 Sheet of 2 4 Friday, June 7, 2019 2:59:45 PM Project Number Saved 57818.00 \\vhb\gbl\proj\SBurlington\57818.00 Encore 500 kW Solar\cad\ld\Planset\2300 CoCo Bradford\57818.00-CoCo-DT.dwg vhb.com APPROVED NATIVE FILL 40 IDX Dr Building 100 Suite 200 1 1 8" MIN SUBBASE OF South Burlington, VT 05403 DEPTH AND SURFACE GRAVEL (VTRANS TREATMENT VARIES 704.06A) 802.497.6100 VARIES EXISTING GRADE WARNING TAPE 12" 4" SUBBASE OF GRAVEL 5'-0" MAXIMUM DEPTH VARIES (VTRANS 704.06A) BEDDING DIA. COMPACTED HAND TAMPED HAUNCHING CONDUIT COMPACTED BEDDING 2" AGGREGATE SURFACE COURSE (VTRANS 704.12A) 6" 12" GEOTEXTILE FOR ROADBED (MIN.) COMPACTED (MIN.) SEPARATOR (MIRAFI 500X OR SUBGRADE APPROVED EQUAL) NOTES 1. USE METALLIC TRACING/WARNING TAPE, OR OTHER EXCAVATION WARNING METHOD AS REQUIRED BY APPLICABLE CODES AND REGULATIONS, OVER ALL PIPES. Utility Trench 1/16 Typical Proposed Access Road Section 11/17 Typical Staging Area Section 5/17 N.T.S. Source: VHB LD_300 N.T.S. Source: VHB LD_ N.T.S. Source: VHB LD_ Bradford Solar, LLC Vermont Route 25 Bradford, Vermont No. Revision Date Appvd. Hale-Sills, Chris Designed by Checked by SMW AGM Issued for Date Section 248 Permitting June 26, 2019 Not Approved for Construction Drawing Title Wednesday, June 26, 2019 10:47:08 AM Site Details 1 Plotted CHALE-SILLS Drawing Number C1.03 Sheet of 3 4 Wednesday, June 26, 2019 10:45:26 AM Project Number Saved 57818.00 \\vhb\gbl\proj\SBurlington\57818.00 Encore 500 kW Solar\cad\ld\Planset\2300 CoCo Bradford\57818.00-CoCo-DT.dwg SEE NOTE #4 1 1 1 2" X 1 2" X 4' WOOD STAKE PRIMARY AGRICULTURAL SOILS NOTES CONSTRUCTION SITE AND DIRECT IT AROUND THE DISTURBED AREA. SILT FENCE) SHALL BE INSTALLED PRIOR TO GROUND FREEZING. OR APPROVED EQUAL THIS PREVENTS CLEAN WATER FROM BECOMING MUDDIED WITH SOIL 9. SNOW AND ICE SHALL BE REMOVED TO LESS THAN 1 INCH THICKNESS vhb.com FROM THE CONSTRUCTION SITE. PRIOR TO STABILIZATION. 1. PRIMARY AGRICULTURAL SOILS ON THE PROJECT SITE SHALL BE 10. A 10 TO 20-FOOT WIDE STONE PAD SHALL BE USED IN AREAS WHERE SILT FENCE PRESERVED IN A MANNER THAT ALLOWS FOR COMPLETE REQUIREMENTS: CONSTRUCTION VEHICLE TRAFFIC IS ANTICIPATED (E.G., AROUND THE RESTORATION DURING PROJECT DECOMMISSIONING. CONTRACTOR IF STORM WATER RUNS ONTO YOUR SITE FROM UPSLOPE AREAS AND PERIMETER OF A BUILDING, WHERE APPLICABLE) SHALL STORE EXCAVATED PRIMARY AGRICULTURAL SOILS IN YOUR SITE MEETS THE FOLLOWING TWO CONDITIONS, YOU MUST 11. TO ENSURE COVER OF DISTURBED SOIL IN ADVANCE OF A MELT ACCORDANCE WITH AAFM GUIDELINES "ACT 250 PROCEDURE: INSTALL A DIVERSION BERM BEFORE DISTURBING ANY SOIL. EVENT, AREAS OF DISTURBED SOIL MUST BE STABILIZED AT THE END RECLAMATION OF VERMONT AGRICULTURAL SOILS". 1. YOU PLAN TO HAVE ONE OR MORE ACRES OF SOIL EXPOSED AT ANY OF EACH WORK DAY, WITH THE FOLLOWING EXCEPTIONS: ONE TIME (EXCLUDING ROADS). a. IF NO PRECIPITATION WITHIN 24 HOURS IS FORECAST AND WORK 2. TOPSOIL TEMPORARY STOCKPILE AREAS: ALL SOIL RELOCATION AND 2. AVERAGE SLOPE OF THE DISTURBED AREA IS 20% OR STEEPER.