Civil Set

MONTANTE XEROX SOLAR DEVELOPMENT

H & A OF NEW YORK ENGINEERING AND GEOLOGY, LLP 260 E. Main Street, Suite 2100 Rochester, NY 14604 Tel: 585.359.9000 www.haleyaldrich.com PREPARED FOR:

TM MONTANTE SOLAR DEVELOPMENT, LLC

139 CARACAS DRIVE WEBSTER, NY

2760 KENMORE AVE #101 TONAWANDA, NY14150

SITE LOCATION

SITE LOCATION

THIS IS A COLOR DRAWING. INFORMATION WILL BE LOST IF REPRODUCED IN BLACK AND WHITE.

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TITLE SHEET NOTES EXISTING CONDITIONS PROPOSED CONDITIONS EROSION AND SEDIMENT CONTROLS PLAN PROPOSED ACCESS ROAD GRADING PLAN PHASING PLAN DETAILS DETAILS

0205399 SHOWN MARCH 2026 SRG, JC SRG, JC SRG, ND ND

0 PLANNING BOARD APPROVAL Rev. Description

H&A 03/18/26 By Date

MONTANTE XEROX SOLAR DEVELOPMENT

139 CARACAS DRIVE WEBSTER, NY

TITLE SHEET

0

© 2023 MAXAR © CNES (2023) DISTRIBUTION AIRBUS DS

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T-100 Sheet:

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GENERAL NOTES 1.

13.

THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION OF A SOLAR ARRAY WITHIN PORTIONS OF THE XEROX CORPORATION CAMPUS IN WEBSTER, NEW YORK. 14.

2.

THE PROJECT IS LOCATED WITHIN THE LARGER XEROX WEBSTER CAMPUS, WHICH IS A NYSDEC RCRA FACILITY (SITE CODE 828178) FOR IDENTIFIED GROUNDWATER AND SOIL CONTAMINATION CURRENTLY MANAGED UNDER A RCRA PART 373 HAZARDOUS WASTE MANAGEMENT PERMIT (NO. 8-2654-00064/00040). 15.

3.

4.

WATERCOURSES AND WETLANDS FIELD DELINEATED BY HALEY & ALDRICH OF NEW YORK ENGINEERING AND GEOLOGY, LLP (HALEY & ALDRICH OF NEW YORK) MAY 10, 2024.

16.

EXISTING TOPOGRAPHIC CONTOURS FROM SURVEY REPORT BY TERRATEK GPS MODELING WHICH WAS PROVIDED TO HALEY & ALDRICH BY MONTANTE SOLAR DEVELOPMENT, LLC JULY 21, 2025.

CONDUCT EARTHWORK ACTIVITIES FOR INSTALLATION OF EQUIPMENT PAD AND POWER POLES. EARTHWORK TO REMAIN WITHIN THE APPROVED BOUNDARIES OF THE PROJECT (LIMITS OF DISTURBANCE).

2.

MULCH APPLIED FOR WINTER SEEDING (OCTOBER 15 THROUGH MARCH 31) SHALL BE INCREASED TO 4 TONS PER ACRE.

3.

AS AN ALTERNATIVE TO STRAW MULCHING, WOOD FIBER HYDROMULCH MAY BE APPLIED AS SPECIFIED BY MANUFACTURER'S RECOMMENDATIONS OR AT A MINIMUM RATE OF 2000 LBS. PER ACRE (45 LBS. PER 1,000 S.F.) WITH A GUAR TACKIFIER (OR EQUIVALENT) AT 60 LBS. ACRE. SOIL AMENDMENTS MAY BE APPLIED WITH MULCH AT THE SPECIFIED APPLICATION RATES. WATER VOLUME IS TO BE DETERMINED BY THE MANUFACTURER. HYDROMULCH IS NOT TO BE APPLIED DURING RAIN. HYDROMULCH APPLICATION IS NOT TO BE APPLIED IF RAIN IS FORECAST WITHIN THE NEXT 2 DAYS. A CURING PERIOD OF 24 HOURS AND A MINIMUM SOIL TEMPERATURE OF 45 DEGREES ARE REQUIRED.

SOILS FROM STABILIZED ENTRANCE CONSTRUCTION, EQUIPMENT PAD INSTALLATION, AND POWER POLE INSTALLATION ARE TO BE STOCKPILED, COVERED, SAMPLED, AND STABILIZED ACCORDING TO XEROX SITE MANAGEMENT PLAN REQUIREMENTS AND THE OWNER'S DIRECTION. COMPLETE FINAL GRADING, PERMANENT SEEDING, TOPSOILING AND MULCHING OF ALL DISTURBED AREAS. UPON COMPLETE STABILIZATION OF DISTURBED SITE (VEGETATIVE COVER = 80%), ALL TEMPORARY EROSION AND SEDIMENT CONTROLS ARE TO BE REMOVED AND DISTURBANCE RESTORED.

11.

12.

6.

TAX PARCEL BOUNDARIES FROM MONROE COUNTY REAL PROPERTY DATABASE, COURTESY OF MONROE COUNTY OFFICE OF REAL PROPERTY. EXISTING CONDITIONS ARE A COMBINATION OF CAD DRAWINGS PROVIDED BY XEROX, GIS FILES FROM H&A STREAM AND WETLAND DELINEATIONS, AND AERIAL IMAGERY.

7.

EXISTING CONDITIONS ARE APPROXIMATE.

8.

PROPOSED CONDITIONS TAKEN FROM CAD DRAWINGS PROVIDED BY MONTANTE SOLAR DEVELOPMENT, LLC JULY 21, 2025.

9.

1.

SOIL RESTORATION IS TO BE CONDUCTED DURING FINAL SITE STABILIZATION.

3.

DURING PERIODS OF LOW TO MODERATE SUBSOIL MOISTURE, THE DISTURBED SUBSOILS ARE RETURNED TO ROUGH GRADE AND THE FOLLOWING SOIL RESTORATION STEPS APPLIED:

PROJECT TO CONFORM TO 2025 NYS FIRE CODE.

CONSTRUCTION SEQUENCE FOR GRADING AND EROSION CONTROL 1.

VERIFY THAT ALL APPLICABLE PERMITS AND PERMISSIONS HAVE BEEN OBTAINED.

2.

OWNER TO HOLD A PRE-CONSTRUCTION MEETING PRIOR TO START OF CONSTRUCTION.

3.

LOCATE AND DELINEATE EXISTING UTILITIES.

4.

CONSTRUCT SITE ACCESS AND INSTALL ASSOCIATED EROSION AND SEDIMENT CONTROLS.

3.3.

IF APPLICABLE, INSTALL CONSTRUCTION SAFETY FENCING AROUND THE STAGING AREA(S) AND AS DIRECTED BY THE OWNER.

5.

6.

7. 8.

3.2.

INSTALL STABILIZED CONSTRUCTION ENTRANCE AS DIRECTED BY THE OWNER. EXISTING ENTRANCES WHICH MEET THE REQUIREMENTS OF A STABILIZED CONSTRUCTION ENTRANCE MAY MAY BE UTILIZED AS AVAILABLE. EXISTING ENTRANCES TO BE UPGRADED WITH ADDITIONAL GRAVEL AS NEEDED. UTILIZE ENTRANCE FOR ALL CONSTRUCTION VEHICLES ENTERING/EXITING SITE FOR THE DURATION OF THE CONSTRUCTION.

PROTECT TREES AND VEGETATION TO REMAIN.

10.

CONDUCT TREE CLEARING WITHIN THE LIMITS OF DISTURBANCE AND AS DIRECTED BY THE OWNER. FELLED TREES ARE TO BE REMOVED FROM THE SITE AS DIRECTED BY THE OWNER.

SCARIFY ALL COMPACTED SUBSOIL AREAS.

APPLY 3 INCHES OF COMPOST OVER SUBSOIL. COMPOST SHALL BE WELL DECOMPOSED (MATURED AT LEAST 3 MONTHS), WEED-FREE, ORGANIC MATTER. IT SHALL BE AEROBICALLY COMPOSTED, POSSESS NO OBJECTIONABLE ODORS, AND CONTAIN LESS THAN 1%, BY DRY WEIGHT, OF MAN-MADE, FOREIGN MATTER. THEY PHYSICAL PARAMETERS OF THE COMPOST SHALL MEET THE STANDARDS SET FORTH IN THE NOVEMBER 2016 NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. TILL COMPOST INTO SUBSOIL TO A DEPTH OF AT LEAST 12 INCHES USING A CAT-MOUNTED RIPPER, TRACTOR MOUNTED DISC, OR TILLER, TO MIX AND CIRCULATE AIR AND COMPOST INTO THE SUBSOIL.

APPLICATION AND GRADING 1.

2.

DUST CONTROL SHALL BE EMPLOYED THROUGH WATER SPRAYING AS NECESSARY TO MINIMIZE AIRBORNE DUST AND WIND EROSION.

14.

ALL EXCESS EXCAVATED MATERIAL, BRUSH / TIMBER, AND CONSTRUCTION DEBRIS SHALL BE DISPOSED OF AS PER THE OWNER'S PREFERENCE. CONSTRUCTION DEBRIS SHALL BE ADDRESSED AS PER THE OWNER'S DIRECTION OR HAULED OFFSITE TO A LICENSED LANDFILL, AS NECESSARY.

15.

SOIL STOCKPILES TO BE LOCATED ON SITE WITHIN THE LIMITS OF DISTURBANCE UNLESS DIRECTED OTHERWISE BY THE OWNER OR NOTED ELSEWHERE ON THE CONSTRUCTION DRAWINGS.

16.

UNDER NO CIRCUMSTANCES SHALL SILT LADEN WATER BE DISCHARGED FROM TRENCHES / EXCAVATIONS OR RELEASED FROM HYDROSTATIC TESTING DIRECTLY TO ANY WETLAND OR WATER BODY. ANY GROUNDWATER THAT IS ENCOUNTERED WILL NEED TO BE HANDLED AS PER XEROX SITE MANAGEMENT PLAN REQUIREMENTS.

12.

TREES ARE TO BE CUT TO GRADE WITH HAND FELLING. TREE STUMPS TO REMAIN IN PLACE. STUMPS LOCATED WITHIN C&D LANDFILL AREA MAY BE REMOVED OR GROUND BELOW GRADE IF REQUIRED BY NYSDEC IN ACCORDANCE WITH SEPARATE NYSDEC PROJECT APPROVALS. CONTINUE TO MAINTAIN AND MONITOR ALL SITE EROSION AND SEDIMENT CONTROLS DAILY.

TOPSOIL PLACED AND GRADED ON SLOPES STEEPER THAN 3H:1V SHALL BE STABILIZED IMMEDIATELY: FERTILIZED, SEEDED, MULCHED AND TRACKED WITH METAL CLEATED EQUIPMENT TO KEY IN MULCH AND ENCOURAGE COLLECTING SMALL POCKETS OF WATER ALONG THE SLOPE FOR SEED GROWTH. TRACKING SHALL BE PARALLEL TO GRADE (UP & DOWN SLOPES). SLOPES FLATTER THAN 3H:1V SHALL BE STABILIZED AS SOON AS POSSIBLE BUT NO LATER THAN 14 DAYS.

ROCK-PICK UNTIL UPLIFTED STONE/ROCK MATERIALS OF FOUR INCHES OR LARGER SIZE ARE CLEANED OFF THE RESTORATION AREAS.

2.

ALL SITE ACTIVITIES SHALL TAKE PLACE WITHIN THE LIMITS OF DISTURBANCE AS SHOWN ON THE DESIGN PLANS.

3.4.

APPLY TOPSOIL TO A DEPTH OF 6 INCHES.

3.

3.5.

VEGETATE AS REQUIRED BY THE SEEDING PLAN.

THE CONTRACTOR SHALL INSPECT, MAINTAIN AND REPAIR/REPLACE EROSION AND SEDIMENT CONTROLS DAILY AND CONTINUOUSLY THROUGHOUT THE DURATION OF THIS PROJECT.

3.6.

TOPSOIL MAY BE MANUFACTURED AS A MIXTURE OR A MINERAL COMPONENT AND ORGANIC MATERIAL SUCH AS COMPOST. AT THE END OF THE PROJECT AN INSPECTOR SHOULD BE ABLE TO PUSH A 38 INCH METAL BAR 12 INCHES INTO THE SOIL JUST WITH BODY WEIGHT. THIS SHOULD NOT BE PERFORMED WITHIN THE DRIP LINE OF ANY EXISTING TREES OR OVER UTILITY INSTALLATIONS THAT ARE WITHIN 24 INCHES OF THE SURFACE.

4.

THE PROPOSED EROSION AND SEDIMENT CONTROLS AS INDICATED ON THE DESIGN PLANS SHALL BE CONSTRUED AS THE MINIMUM REQUIRED STANDARDS. ADDITIONAL CONTROLS ARE TO BE PROVIDED AS NECESSARY TO PREVENT SEDIMENT LADEN DISCHARGES FROM LEAVING THE SITE.

5.

SITE STABILIZATION 1.

INITIATE SITE STABILIZATION IMMEDIATELY (NO LATER THAN 1 BUSINESS DAY) IN ANY AREAS OF EXPOSED SOIL WHERE CONSTRUCTION ACTIVITIES HAVE PERMANENTLY CEASED OR WILL BE TEMPORARILY INACTIVE FOR MORE THAN 14 CALENDAR DAYS. COMPLETE SITE STABILIZATION. FINALIZE THE INSTALLATION OF STABILIZATION MEASURES AS SOON AS PRACTICABLE, BUT NO LATER THAN 14 DAYS AFTER CONSTRUCTION ACTIVITIES HAVE PERMANENTLY CEASED (STABILIZATION INITIATED) (SEE ABOVE), REGARDLESS OF AREA DISTURBED.

1.

IMMEDIATELY FOLLOWING TEMPORARY/PERMANENT SEED PLACEMENT, STRAW MULCH IS TO BE APPLIED AT A RATE OF 3 TONS PER ACRE OVER DISTURBED AREAS. STRAW MULCH COVERAGE RATES ARE EXPECTED TO PROVIDE A THICKNESS OF 1/4" - 1/2". EXCESSIVE MULCH DEPTH WILL IMPEDE VEGETATIVE GROWTH AND MAY REQUIRED THE REMOVAL OF EXCESS MULCH AS DETERMINED BY THE OWNER AND ENVIRONMENTAL INSPECTOR. MULCHING IS TO BE USED WITH SEEDING AS A COMPONENT OF SITE STABILIZATION. ADDITIONAL MULCH WILL BE REQUIRED IF PROPER COVERAGE (BARE SPOTS) HAS NOT BEEN ACHIEVED.

CONSTRUCTION NOTES 1.

MINIMIZE CUT/FILL FOR ACCESS TO SITE TO THE GREATEST EXTENT PRACTICABLE.

2.

IN ACCORDANCE WITH UNITED STATES ARMY CORPS OF ENGINEERS WETLAND PERMIT CONDITIONS, HEAVY EQUIPMENT WORKING IN WETLANDS MUST BE PLACED ON MATS OR OTHER MEASUREMENTS MUST BE TAKEN TO MINIMIZE SOIL DISTURBANCE.

3.

WITH THE EXCEPTION OF MINIMAL GROUND DISTURBANCE ASSOCIATED WITH INSTALLING TEMPORARY EROSION AND SEDIMENT CONTROLS (I.E., STAKING FILTER SOCKS TO A MAXIMUM DEPTH OF 6 INCHES) WITHIN THE C&D LANDFILL, NO SOIL EXCAVATION, GRADING, OR GROUND PENETRATIONS ARE PERMISSIBLE IN THE TWO LANDFILL AREAS DENOTED ON THE SITE PLANS. THE PERIMETER OF THE C&D LANDFILL IS APPROXIMATE AND NEARBY/ADJACENT AREAS SHALL BE TREATED THE SAME.

4.

THE EXISTING PERIMETER FENCE ALONG THE ASPHALT-CAPPED LANDFILL SHALL REMAIN IN PLACE. THE PROPOSED FENCING SURROUNDING THE SOLAR PROJECT AREAS SHALL BE INTEGRATED WITH AND TIE INTO THE EXISTING LANDFILL PERIMETER FENCE.

5.

EXISTING REMEDIATION INFRASTRUCTURE WITHIN THE DEVELOPMENT AREAS, INCLUDING THE TWO LANDFILL CAPS, MONITORING WELLS,GROUNDWATER PUMPING WELLS, AND ASSOCIATED INFRASTRUCTURE AND UTILITIES, WILL REMAIN IN PLACE AND PROTECTED FROM CONSTRUCTION ACTIVITIES. ACCESS WILL BE MAINTAINED AT THESE AREAS FOR OPERATION AND MAINTENANCE ACTIVITIES REQUIRED BY THE PART 373 PERMIT.

6.

THE MANAGEMENT OF EXCAVATED SOIL WILL BE DETERMINED BY THE PROCESSES IDENTIFIED IN XEROX'S SOIL MANAGEMENT PLAN, UNDER ITS SITE MANAGEMENT PLAN AND AS PART OF THE PART 373 RCRA PERMIT.

EROSION AND SEDIMENT CONTROL NOTES

THE CONTRACTOR SHALL CONTINUOUSLY MONITOR THE INSTALLED CONTROLS FOR FUNCTIONALITY AND PROVIDE ADDITIONAL MEASURES AS DIRECTED BY THE OWNER OR ENVIRONMENTAL INSPECTOR. THE CONTRACTOR SHALL MAINTAIN AND REPAIR/REPLACE ALL EROSION AND SEDIMENT CONTROLS UPON DAMAGE OR FAILURE TO FUNCTION AS INTENDED AND UNTIL SITE CONSTRUCTION HAS BEEN COMPLETED.

6.

ALL STOCKPILED SOILS ON SITE SHALL RECEIVE SEDIMENT FILTER SOCK ALONG THE DOWNGRADE AREAS.

7.

ALL SOIL STOCKPILES SHALL BE STABILIZED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER.

8.

MULCHING

11.

TOPSOIL SHALL BE DISTRIBUTED EVENLY TO THE UNIFORM DEPTH THAT WAS REMOVED FOR STOCKPILING OR 6" MINIMUM, OVER THE RESTORATION AREA. THE TOPSOIL SHALL NOT BE PLACED WHEN IT IS PARTLY FROZEN, MUDDY, OR ON FROZEN SLOPES OR OVER ICE, SNOW, OR STANDING WATER PUDDLES.

ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE APPROVED PERMIT DOCUMENTS.

2. 9.

2.

1.

INSTALL PERIMETER EROSION AND SEDIMENT CONTROLS. ALL EROSION CONTROLS WITHIN THE CURRENT ACTIVE CONSTRUCTION AREAS ARE TO BE INSPECTED FOR DEFICIENCIES BY THE CONTRACTOR ON A DAILY BASIS FROM INSTALLATION THROUGH THE DURATION OF THE PROJECT. THE EROSION CONTROLS ARE TO BE FUNCTIONING AS INTENDED OR REPAIRED/REPLACED AS NECESSARY. ADDITIONAL REQUESTS FOR REPAIR/REPLACEMENT MAY COME FROM THE ENVIRONMENTAL INSPECTOR OR THE OWNER.

COMPLETE GRADING TO SUBBASE AND ALLOW FOR FULL DEPTH OF TOPSOIL TO BE ADDED TO ACHIEVE FINAL GRADE.

SOIL RESTORATION IS TO OCCUR IN LAYDOWN AREAS AND AREAS RECEIVING HIGH VOLUMES OF CONSTRUCTION TRAFFIC.

2.

3.1.

1.

9.

10.

ALL EXISTING INLETS ADJACENT TO OR ON SITE SHALL BE PROTECTED FROM SEDIMENT WITH INLET PROTECTION MEASURES. THE CONTRACTOR SHALL ENSURE THAT STABILIZED CONSTRUCTION ENTRANCE IS BEING UTILIZED. THE CONTRACTOR SHALL BE RESPONSIBLE TO PREVENT SEDIMENT AND TRACKED MUD/DIRT ONTO THE PUBLIC RIGHT OF WAY, ROAD OR ACROSS PRIVATE DRIVEWAYS. CONTRACTOR SHALL INSPECT DAILY, SWEEP AND CLEAN STREETS / DRIVES AS NECESSARY TO MAINTAIN CLEAN AND CLEAR SURFACES. LARGE STONES, ACCUMULATED GRAVEL AND/OR MUD THAT MAY IMPACT PASSING VEHICLES SHALL BE CLEANED IMMEDIATELY.

ALL EROSION CONTROLS SHALL BE INSPECTED AND CLEANED OF SEDIMENT AS NECESSARY TO ENSURE NO DISCHARGE OF SEDIMENT OFF THE PROPERTY OR OUTSIDE OF LIMITS OF DISTURBANCE IS TAKING PLACE.

13.

SOIL RESTORATION 5.

H & A OF NEW YORK ENGINEERING AND GEOLOGY, LLP 260 E. Main Street, Suite 2100 Rochester, NY 14604 Tel: 585.359.9000 www.haleyaldrich.com PREPARED FOR:

ALL ACCUMULATED SEDIMENT SHALL BE REMOVED FROM SEDIMENT FILTER SOCKS AND EROSION CONTROLS WHEN 50% OF AVAILABLE STORAGE AREA HAS BEEN ACHIEVED OR WHEN THE THE DEVICE NO LONGER FUNCTIONS AS INTENDED OR SEDIMENT LADEN WATER IS PASSING THROUGH OR AROUND THE CONTROL. SILT FENCE THAT IS TORN, HAS BROKEN STAKES OR IS BOWING OUT DUE TO ACCUMULATED SOILS SHALL BE REPAIRED, REPLACED OR CLEANED AND RESET.

7.

8.

THE XEROX SOIL MANAGEMENT PLAN IS CURRENTLY UNDER REVIEW AND REVISION. ANY MODIFICATIONS TO SOIL MANAGEMENT REQUIREMENTS REQUESTED BY NYSDEC WILL BE COORDINATED WITH XEROX AND INTEGRATED INTO THE CONSTRUCTION ACTIVITIES. IN THE EVENT GROUNDWATER IS ENCOUNTERED IN ANY EXCAVATIONS, IT WILL BE MANAGED IN ACCORDANCE WITH THE GROUNDWATER MANAGEMENT PLAN FOR THE XEROX SITE.

TM MONTANTE SOLAR DEVELOPMENT, LLC 2760 KENMORE AVE #101 TONAWANDA, NY14150

THIS IS A COLOR DRAWING. INFORMATION WILL BE LOST IF REPRODUCED IN BLACK AND WHITE.

0205399 SHOWN MARCH 2026 SRG, JC SRG, JC SRG, ND ND

0 PLANNING BOARD APPROVAL Rev. Description

H&A 03/18/26 By Date

MONTANTE XEROX SOLAR DEVELOPMENT DESIGN SUBMITTAL 139 CARACAS DRIVE WEBSTER, NY

NOTES

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EXCAVATED SOIL WILL BE STOCKPILED IN AN ADJACENT AREA AND WILL BE SAMPLED PER PROCEDURES IN XEROX'S SITE MANAGEMENT PLAN. PENDING THE RESULTS FROM SOIL ANALYTICAL TESTING, THE APPROPRIATE SOIL CLASSIFICATION, MANAGEMENT, AND DISPOSITION REQUIREMENTS WILL BE DETERMINED PER THE XEROX SOIL MANAGEMENT PLAN. STOCKPILES SHALL BE COVERED WITH AN IMPERVIOUS TARP OR BARRIER AND PLACED ON IMPERVIOUS PLASTIC, PENDING THE RESULTS OF THE ANALYSIS. IN THE UNLIKELY EVENT OF A DISCOVERY OF AN UNKNOWN CONDITION DURING EXCAVATION IN ANY AREA OF THE SITE, REGARDLESS OF CLASSIFICATION NOTED IN THE XEROX SITE MANAGEMENT PLAN, INCLUDING THE DISCOVERY OF AN UNDERGROUND STORAGE TANK (UST), DRUMS, UNIDENTIFIED CONTAINMENT SOURCE, PRODUCT, ETC. INVASIVE WORK SHALL BE SUSPENDED AND THE XEROX CORPORATION ENVIRONMENTAL OPERATIONS ENGINEER SHALL BE CONTACTED IMMEDIATELY. NYSDEC SPILLS AND NYSDEC DMM PROJECT MANAGER SHALL BE NOTIFIED AS NECESSARY. IDENTIFICATION OF UNKNOWN OR UNEXPECTED CONTAMINATED MEDIA IDENTIFIED BY SCREENING DURING INVASIVE SITE WORK WILL BE PROMPTLY COMMUNICATED BY PHONE TO THE XEROX CORPORATION ENVIRONMENTAL OPERATIONS ENGINEER FOR REPORTING TO NYSDEC'S PROJECT MANAGER. REPORTABLE QUANTITIES OF PETROLEUM PRODUCT WILL ALSO BE REPORTED TO THE NYSDEC SPILLS HOTLINE WITHIN 2 HOURS OF DISCOVERY. COVER MATERIAL (GRASS, TOPSOIL, ASPHALT, CONCRETE OR GRAVEL) WILL BE SEGREGATED FROM THE UNDERLYING SOIL. THE COVER MATERIAL CAN BE DISPOSED OF OR REUSED ON SITE AS DETERMINED BY THE FACILITY AND IS NOT SUBJECT TO THE MANAGEMENT PRACTICES DESCRIBED IN THE XEROX SITE MANAGEMENT PLAN, UNLESS THE EXCAVATION AREA IS ASSOCIATED WITH A SURFACE SPILL. EXCAVATION EQUIPMENT AND TOOLS THAT CONTACT CONTAMINATED SOIL WILL BE DECONTAMINATED UPON COMPLETION OF EXCAVATION ACTIVITIES. DECONTAMINATION WILL BE ACCOMPLISHED WITH A PRESSURE WASHER, HOSE, HAND-WASHING WITH SOAP AND WATER, OR OTHER APPROPRIATE METHOD. DECONTAMINATION WATER/RINSATE WILL BE CONTAINERIZED AND DISCHARGED IN COMPLIANCE WITH THE EXISTING PROCEDURES, PERMITS AND APPROVALS. EXCAVATED SOIL THAT REQUIRES OFF-SITE DISPOSAL WILL BE CHARACTERIZED FOR MANAGEMENT PURPOSES THROUGH THE COLLECTION OF REPRESENTATIVE SAMPLES FOR LABORATORY ANALYSIS OF SITE CONTAMINANTS DEPENDING ON THE NATURE OF THE CONTAMINANTS LIKELY TO BE PRESENT AND LANDFILL REQUIREMENTS. SOILS STAGED AFTER WORKING HOURS MUST BE SECURED AGAINST UNINTENDED INTRUSION AND MUST BE KEPT UNDER A COVER IN ORDER TO MINIMIZE SOIL RUN-OFF DURING PRECIPITATION EVENTS. EXCAVATED SOIL WILL ALSO BE STAGED ON IMPERMEABLE MATERIAL, SUCH AS PLASTIC SHEETING OR TARPS TO MINIMIZE CONTAMINATION OF THE STAGING AREA. SOILS WILL REMAIN STAGED PENDING THE RECEIPT OF LABORATORY ANALYTICAL RESULTS CHARACTERIZING THE SOIL. SOIL MUST BE CHARACTERIZED PRIOR TO BACKFILLING THE EXCAVATION. IF THE SOIL IS CHARACTERIZED AS A HAZARDOUS WASTE, THEN THE SOIL MUST BE CONTAINERIZED (DRUMS, ROLLBACKS, OR SIMILAR) AND CANNOT REMAIN ON THE TARP. THE SOIL CAN BE SHIPPED OFF AS HAZARDOUS WASTE OR A REQUEST FOR A CONTAINED-IN DETERMINATION MAY BE FILED WITH DEC FOR POTENTIAL REUSE. NON-HAZARDOUS SOILS (ONLY IF CHARACTERIZED AS SUCH) CAN BE PLACED BACK INTO THE EXCAVATION. ALL MATERIALS PROPOSED FOR IMPORT ONTO THE SITE WILL BE TESTED AND APPROVED BY XEROX AND WILL BE FOLLOWING PROVISIONS IN THIS SOIL MANAGEMENT PLAN PRIOR TO RECEIPT AT THE SITE. IMPORTED SOIL MATERIAL WILL MEET THE BACKFILL AND COVER SOIL TESTING AND QUALITY STANDARDS PRESENTED IN DER-10 (UNRESTRICTED SCOS IN ACCORDANCE WITH TABLE 375-6.8(A) IN 6 NYCRR 375) AND THE NYSDEC SAMPLING, ANALYSIS, AND ASSESSMENT OF PER- AND POLYFLUOROALKYL (PFAS) DOCUMENT. TRUCKS ENTERING THE SITE WITH IMPORTED SOILS WILL BE SECURELY COVERED WITH TIGHT FITTING COVERS. IMPORTED SOILS WILL BE STOCKPILED SEPARATELY FROM EXCAVATED MATERIALS AND COVERED TO PREVENT DUST RELEASES.

19.

SOIL IMPORT REQUEST WILL BE REQUIRED TO BE FILED WITH NYSDEC PROJECT MANAGER FOR ANY SOIL MATERIALS BROUGHT ON-SITE FOR USE IN SOIL COVER/CAP OR FOR BACKFILL. ONE IMPORT REQUEST PER MATERIAL TYPE IS REQUIRED WITH TESTING IN ACCORDANCE WITH REQUIREMENTS OF DER-10. ANY GRAVEL/NON-SOIL MATERIALS WILL REQUIRE A SIEVE ANALYSIS AS OPPOSED TO CHEMICAL TESTING. FOR SUBSEQUENT IMPORTS, NYSDEC SHOULD BE INFORMED BUT SAMPLYING MAY NOT BE REQUIRED IF THE SOURCE IS THE SAME, AND WAS PREVIOUSLY SAMPLED AND ACCEPTED. CONSULTATION WITH THE NYSDEC PROJECT MANAGER IS REQUIRED PRIOR TO SECONDARY IMPORTS.

20.

ALL SOIL OR SAND IMPORTED FROM A VIRGIN MINE/PIT FOR USE AS A SOIL COVER/CAP OR FOR BACKFILLING AN EXCAVATION REQUIRES AT LEAST ONE ROUND OF CHARACTERIZATION SAMPLES FOR THE INITIAL 100 CUBIC YARDS OF MATERIAL. SOIL SOURCES OTHER THAN THE VIRGIN MINE/PIT MUST FOLLOW TABLE 5.4(E)(10) IN DER-10. MATERIAL OTHER THAN SOIL (I.E. GRAVEL, STONE, ROCK, ETC.) WILL REQUIRE A SIEVE ANALYSIS AS NOTED ABOVE. SOILS WILL NEED TO MEET UNRESTRICTED SCOS. ALL IMPORTED SOILS THAT REQUIRE TESTING WILL MEET THE BACKFILL SOIL QUALITY STANDARDS ESTABLISHED IN 6NYCRR 375-6.7(D).

21.

SOLID WASTE OR IMPORTED MATERIALS FROM OTHER INDUSTRIAL SITES, SPILL SITES, OR OTHER REMEDIATION OR CONTAMINATED SITES IS PROHIBITED FROM BEING USED ON-SITE.

3.

FOR DISTURBED AREAS NOT DESIGNATED AS POLLINATOR PLANTING IN THESE PLANS THE CONTRACTOR SHALL FURNISH A NORTHEAST ROADSIDE MIX, SUCH AS PARTIALLY SHADED AREA ROADSIDE MIX (ERNMX-140), TO THE OWNER FOR REVIEW AND APPROVAL.

H & A OF NEW YORK ENGINEERING AND GEOLOGY, LLP 260 E. Main Street, Suite 2100 Rochester, NY 14604 Tel: 585.359.9000 www.haleyaldrich.com PREPARED FOR:

TM MONTANTE SOLAR DEVELOPMENT, LLC 2760 KENMORE AVE #101 TONAWANDA, NY14150

SPECIFICATION NOTES FOR PERMANENT SEEDING SOIL AMENDMENTS 1.

SOIL AMENDMENTS SHOULD BE INCORPORATED INTO THE UPPER 2-4 INCHES OF SOIL WHEN FEASIBLE.

2.

CONTRACTOR SHALL CONDUCT SOIL TESTING FOR pH AND CONSULT WITH WITH ENTITIES SUCH AS THE CORNELL COOPERATIVE EXTENSION, OR OTHERS, FOR RECOMMENDATIONS FOR SOIL AMENDMENTS.

THIS IS A COLOR DRAWING. INFORMATION WILL BE LOST IF REPRODUCED IN BLACK AND WHITE.

TIME OF PLANTING 1.

PERMANENT SEEDING TO BE DONE BETWEEN APRIL 1 AND OCTOBER 14. ANY SEEDING FROM OCTOBER 15 TO MARCH 31 WILL BE TEMPORARY SEEDING (AROOSTOOK-WINTER RYE) AND WILL REQUIRE PERMANENT SEEDING TO TAKE PLACE THE FOLLOWING SEASON. FALL SEEDING IS THE PREFERRED SEEDING TIME.

SITE RESTORATION 1.

PROVIDE EROSION CONTROL MEASURES, BRING THE TOPSOILED AREA TO DESIRED GRADE AND PREPARE FOR SEEDING. RESTORE DISTURBED SOIL AREAS TO EXISTING GRADE AND PROVIDE TOPSOIL, SEED, MULCH, AND ADD SOIL AMENDMENTS AS NECESSARY.

2.

PREPARE SEEDBED, LOOSENING SOIL TO A DEPTH OF 3-4 INCHES.

3.

REMOVE ALL STONES OVER THREE INCH (3") IN DIAMETER, STICKS AND FOREIGN MATTER FROM THE SURFACE.

4.

APPLY FERTILIZER PER RECOMMENDATIONS RESULTING FROM SOIL pH TESTING.

5.

SEED PREPARED AREAS WITH SEED MIX AT APPLICATION RATE SPECIFIED BY THE MANUFACTURER.

6.

SMOOTH AND FIRM SEEDBED.

7.

APPLY MULCH AT SPECIFIED APPLICATION RATE (MULCHING SECTION OF THESE NOTES).

PERMANENT SEEDING MIXTURES 1.

PERMANENT GRASS SEED TYPE TO BE AS DIRECTED BY MONTANTE.

2.

FOR AREAS DESIGNATED AS POLLINATOR PLANTING IN THESE PLANS THE CONTRACTOR SHALL FURNISH POLLINATOR FRIENDLY, NATIVE PLANT SEED MIX TO THE OWNER FOR REVIEW AND APPROVAL. THE POLLINATOR SEED MIX SHALL CONTAIN ONE OR SEVERAL OF THE FOLLOWING: COMMON MILKWEED (ASCLEPIEAS SYRIACA) - UPLAND AREAS BUTTERFLY MILKWEED (ASCLEPIEAS TUBEROSA, PA ECOTYPE UPLAND AREAS SWAMP MILKWEED (A. INCARNATA) - WETLAND AREAS

0205399 SHOWN MARCH 2026 SRG, JC SRG, JC SRG, ND ND

0 PLANNING BOARD APPROVAL Rev. Description

H&A 03/18/26 By Date

MONTANTE XEROX SOLAR DEVELOPMENT DESIGN SUBMITTAL 139 CARACAS DRIVE WEBSTER, NY

NOTES

G-101 Sheet:

03 of

11

LEGEND SOLAR STUDY AREA B-17A

PARCEL BOUNDARY EXISTING BUILDING

36 5

0 36

NOW OR FORMALLY THE MEADOWS OF WEBSTER 5B 360/68-70 16.11 ACRES

NOW OR FORMALLY REMAINING LAND LABELLA TERRA 5B 360/68-70 151.67 ACRES

363

2 36

H & A OF NEW YORK ENGINEERING AND GEOLOGY, LLP 260 E. Main Street, Suite 2100 Rochester, NY 14604 Tel: 585.359.9000 www.haleyaldrich.com

365

364

EXISTING TREELINE DELINEATED WETLAND

PREPARED FOR:

TM MONTANTE SOLAR DEVELOPMENT, LLC

EXISTING DELINEATED STREAM

5

36

EXISTING DRAINAGE DITCH 366

D

367

EXISTING CULVERT EXISTING BEDROCK TRENCH

368

APPROXIMATE LOCATION OF EXISTING BROKEN VENT370 PIPE TO BE REPAIRED BY XEROX PRIOR TO CONSTRUCTION

B-24

CLOSED C&D LANDFILL WITH EXISTING SOIL COVER. SOLID WASTE MANAGEMENT UNIT (SWMU) #88

370

369

X

EXISTING CHAIN LINK FENCE

OHE

EXISTING OVERHEAD ELECTRIC LINE

NOW OR FORMALLY XEROX-ALDER SUB 365/34 165.72 ACRES

36 9

B-24B

2760 KENMORE AVE #101 TONAWANDA, NY14150

365

APPROX. EXTENTS OF C&D LANDFILL APPROX. EXTENTS OF ASPHALT CAPPED HAZ. WASTE LANDFILL EXISTING C&D LANDFILL VENT

B-24A

1

37

373

B-21A

374

36

B-20

5

376 37 2

0

375

5

370

0

37

370

37

41

EXISTING MONITORING WELL

THIS IS A COLOR DRAWING. INFORMATION WILL BE LOST IF REPRODUCED IN BLACK AND WHITE.

NOTES

37

8

LF-B-37-1

377

37

9

B-20A

B-20B 37

37

6

B-21A

380

7

405

1. LANDFILL VENTS ARE TO BE PROTECTED DURING CONSTRUCTION.

B-21IR

2. EXISTING TREELINE SHOWN IS DRAWN USING AERIAL IMAGERY AND SHOULD BE CONSIDERED APPROXIMATE.

37

7

400

EXISTING LANDFILL VENTS TO BE PROTECTED

39

W-5

3. THE PROJECT IS LOCATED WITHIN THE LARGER XEROX WEBSTER CAMPUS, WHICH IS A NYSDEC RCRA FACILITY (NYSDEC SITE CODE 828178) AND IS CURRENTLY MANAGED UNDER RCRA PART 373 HAZARDOUS WASTE MANAGEMENT PERMIT (NO. 8-2654-00064/00040).

W-4

5 D

B-21DR D

6

37 0 373

EXISTING BEDROCK TRENCH

374

2

EXISTING DRAINAGE DITCH

374

375

39

37

0205399 SHOWN MARCH 2026 SRG, JC SRG, JC SRG, ND ND

RW-2 38

RW-1 5 37

5

375

380

375

B-1 373 X

X

X

X

D

X

X

X

377

37

X

EXISTING DRAINAGE DITCH

X

EXISTING UNPAVED DRIVE

7

378

B-22A

X

X

384

377

378 X

X

X

X

B-13 EXISTING UNPAVED DRIVE

B-7

379

D

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE X

OHE X

D

37

7

OHE X

OHE X

OHE X

OHE

OHE

377

139 CARACAS DRIVE WEBSTER, NY

376

X

X

X

OHE

X

IVE

EXISTING UNPAVED SITE ACCESS DRIVE 378

375

CARACAS DR

X

X

6

37

D

D OHE

X

OHE

OHE

OHE

H&A 03/18/26 By Date

MONTANTE XEROX SOLAR DEVELOPMENT DESIGN SUBMITTAL

370

5

X

0

37

1 38

380

X

5 37

371 38

0 PLANNING BOARD APPROVAL Rev. Description

379

6 37

375

8

37

379

371

X

376

X

372

OHE

OHE

OHE

OHE

OHE

OHE

OHE

377

376

D

CARACAS DRIVE

EXISTING CONDITIONS

D

377

RESENDE ROAD

380

37

INACTIVE, ASPHALT-CAPPED HAZARDOUS WASTE LANDFILL. NYSDEC SITE CODE 828013, SOLID WASTE MANAGEMENT UNIT (SWMU) #62

6

B-18A 376

38

0

0

80

160 SCALE IN FEET

240

320

C-100 Sheet:

04 of

11

363

2 36

LEGEND

NOW OR FORMALLY REMAINING LAND LABELLA TERRA 5B 360/68-70 151.67 ACRES

0

36

5

36

NOW OR FORMALLY MEADOWS OF WEBSTER 5B 360/68-70 16.11 ACRES

365

364

SOLAR STUDY AREA PARCEL BOUNDARY EXISTING BUILDING

5

36

X

X

PROPOSED BALLASTED 3 SOLAR ARRAYS C-300

368

X

X

X

OHE

X

OHE

5

X

X

37 2

APPROXIMATE LOCATION OF EXISTING BROKEN VENT PIPE TO BE REPAIRED BY XEROX PRIOR TO CONSTRUCTION

0 37

370

PROPOSED LIMITS OF DISTURBANCE OHE

PROPOSED OVERHEAD ELECTRIC

EU

PROPOSED UNDERGROUND ELECTRIC

X OHE

5

375

37

AREA TO RECEIVE POLLINATOR SEED MIX (TYP). SEE SHEET G-101 FOR SEEDING NOTES.

X

X

EXISTING MONITORING WELL

36

376

B-20A

37

8

PANEL BALLASTS WILL BE FIELD ADJUSTED, AS NECESSARY, TO AVOID DIRECT PLACEMENT WITHIN ON-SITE DRAINAGE CHANNELS.

37

380

7 X

X

B-21IR

37

PROPOSED LIMITS OF TREE CLEARING PROPOSED AREAS TO RECEIVE POLLINATOR SEED MIX

X

7

400

OHE

B-21A

PROPOSED SITE ACCESS DRIVE

OHE

6

X

X

37

405

OHE

377

37

X

X

X

9

PROPOSED UTILITY POLE

B-20B

SEE INSET ON SHEET C-301 FOR CONFIGURATION OF PERIMETER FENCE ALONG WESTERN EDGE OF C&D LANDFILL

PROPOSED CHAIN LINK FENCE

EXISTING C&D LANDFILL VENT

OHE

X

374

B-20

370

0

373 X

ANY MINIMAL DISTURBANCE WITHIN THE C&D LANDFILL IS SUBJECT TO APPROVAL BY NYSDEC PROJECT MANAGER (I.E., STAKING OF TEMPORARY E&S CONTROLS). SEE NOTE 5.

2760 KENMORE AVE #101 TONAWANDA, NY14150

APPROX. EXTENTS OF ASPHALT CAPPED HAZ. WASTE LANDFILL

1

37

EXISTING CHAIN LINK FENCE

APPROX. EXTENTS OF C&D LANDFILL

OHE

X

36 9

X

B-24A

B-21A

370

369

41

X

X

NOW OR FORMALLY XEROX-ALDER SUB 365/34 165.72 ACRES

PROPOSED 1' WIDE GRAVEL 2 DIAPHRAGM SECTION C-302

X

TM MONTANTE SOLAR DEVELOPMENT, LLC

OW-320N

X

PROPOSED 2' WIDE GRAVEL 2 DIAPHRAGM SECTION C-302

PREPARED FOR:

EXISTING BEDROCK TRENCH

3 C-301

PROPOSED ACCESS GATE 70 3

B-24

B-24B

EXISTING DELINEATED STREAM

OHE

2B PERIMETER FENCE C-301 X

2A C-301

X

1 C-301

X X

367

LIMITS OF DISTURBANCE (17.5 ACRES) OHE

PROPOSED 4' WIDE GRAVEL 2 DIAPHRAGM SECTION C-302

DELINEATED WETLAND

365

366

H & A OF NEW YORK ENGINEERING AND GEOLOGY, LLP 260 E. Main Street, Suite 2100 Rochester, NY 14604 Tel: 585.359.9000 www.haleyaldrich.com

X

AREAS WITH SOLAR PANELS INSTALLED ON CONTINUOUS SLOPES >/= 8%

X

W-5 X

OHE

ALL PROJECT ELECTRICAL GROUNDING PLATES TO BE LIMITED TO LOCATIONS AROUND PERIMETER OF EQUIPMENT PAD

X

W-4

5

X

D

GEOBALLAST FOUNDATIONS WILL BE FIELD-ADJUSTED TO AVOID THE APPROXIMATE BEDROCK TRENCH LOCATION SHOWN

X

6 37

X

RW-2 5

RW-1

X

X

X

X X

6 AUX

M

2.00

EU

X

PROPOSED 4 EQUIPMENT PAD C-300

X

X

377

OHE

X

X

X

378X

X

X

X

376

X

X

X

X

X

X

X

X OHE

OHE

OHE

OHE

OHE X

OHE X

OHE

X

OHE X

OHE X

OHE X

OHE

X

X

X

OHE

OHE

D

D OHE

50'

OHE

OHE

OHE

377

X

76 3 OHE

OHE

OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE

CARACAS DRIVE

5. REFER TO NOTES ON G-100 REGARDING CONSTRUCTION SEQUENCE FOR GRADING AND EROSION AND SEDIMENT CONTROLS. 6. ALL SITE TRAFFIC AND EQUIPMENT IS NOT PERMITTED TO ENTER THE ASPHALT CAPPED HAZ. WASTE LANDFILL AREA OR USE FOR SITE ACCESS IN ANY CAPACITY. 7. DECOMPACTION OF ALL TEMPORARY CONSTRUCTION ACCESS DRIVES MAY BE REQUIRED IN ACCORDANCE WITH 2024 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION'S (NYSDEC) CONSTRUCTION GENERAL PERMIT (CGP) REQUIREMENTS.

OHE

CONNECTION TO EXISTING GRID

377

376

OHE OHE

0 PLANNING BOARD APPROVAL Rev. Description

H&A 03/18/26 By Date

MONTANTE XEROX SOLAR DEVELOPMENT DESIGN SUBMITTAL

377 380

CARACAS DRIVE 0

B-18A 376

384

7

37

B-28

PROPOSED SITE ENTRANCE INSET

B-18 B-18SR

PROPOSED CONDITIONS

OHE

PROPOSED PERVIOUS ACCESS DRIVE TO BE INSTALLED DURING B-28A 1 2 FINAL SITE STABILIZATION. SEE C-300 C-300 NOTE 6, THIS SHEET. SEE SHEET C-202 FOR GRADING AND PROFILE.

6

OHE

SEE PROPOSED SITE ENTRANCE INSET

37

139 CARACAS DRIVE WEBSTER, NY

OHE

38

NO WORK OR ACCESS WITHIN LIMITS OF THE ASPHALT-CAPPED LANDFILL SHALL BE PERMITTED

OHE

OHE

OHE

X

OHE

6 37

50'

OHE

X

OHE

376

R-88

0 OHE

X

OHE

377

OHE

D

X

OHE

378 X

OHE

X

379

B-7

378

X

X

6

37

PROPOSED 35' LONG 12"Ø RCP CULVERT. SEE SHEET C-202 FOR X X PERVIOUS ACCESS ROAD GRADING AND PROFILE.

3 C-301

X

377

X

378

OHE

70' 370

OHE

B-13

PROPOSED 20-FT WIDE SWING GATE

X

AUX

X

EU

6

X

1 38

380

X

M

X

379

6

7

5

4

X

OHE

37

7

X

R28.0000

OHE

X

37

X

X

X

X

37 X

OHE

X

2

3

5

4. PROPOSED PERVIOUS ACCESS DRIVE TO BE PROTECTED DURING CONSTRUCTION. CONSTRUCTION TRAFFIC TO USE TEMPORARY CONSTRUCTION ACCESSES SHOWN ON SHEET C-201.

OHE

X

8

PROPOSED EMERGENCY ACCESS TURNAROUND

OHE

X

X

377

37

0205399 SHOWN MARCH 2026 SRG, JC SRG, JC SRG, ND ND

X

X

378 OHE

X

379

375

X

8

37

5 37

X

X

OHE

X

OHE

7

X

X

37

378

X

X

371

D

5

4

OHE

X

X

X

X

X

X

X

X

7

379

376

EU EU OHE

372

X

3. A MINIMUM SETBACK OF 30 FEET TO BE ESTABLISHED AROUND ALL MONITORING WELLS WITHIN THE PROPOSED WORK AREA.

X

X

B-1

3

373

371

2. C&D LANDFILL VENTS ARE TO BE PROTECTED DURING CONSTRUCTION.

5

375

1. LIMITS OF DISTURBANCE = 14.8 ACRES LIMITS OF TREE CLEARING = 15.0 ACRES

X

2

37

375

380

X

38

X

X

X

37 8

X

374

OHE

X

X

374

375

373 2

37

X

NOTES

OHE

FENCE BALLASTS FOUNDATIONS WILL BE FIELD ADJUSTED TO AVOID APPROXIMATE BEDROCK TRENCH 390 LOCATIONS SHOWN

OHE

D

B-21DR

OHE

39

THIS IS A COLOR DRAWING. INFORMATION WILL BE LOST IF REPRODUCED IN BLACK AND WHITE.

80

160 SCALE IN FEET

240

320

C-200 Sheet:

05 of

11

B/ D)

366

(H SG

LEGEND X

n M

) C SG

(H

) B/D

fA W

EXISTING BUILDING

)

PROPOSED LIMITS OF DISTURBANCE (17.5 ACRES)0

X

A/

D)

DELINEATED WETLAND

37

X

SG

B-24

B-24B

G

(H

X

GC

B

GaA (HSG A/D)

B/D) Mn (HSG

DELINEATED STREAM

GaA (HSG A/D)

EXISTING BEDROCK TRENCH

PROPOSED 4' WIDE GRAVEL 2 DIAPHRAGM SECTION C-302 9

X

X

36

PhB (HSG B/D)

X

X

A/D )

D)

1

X

37

EXISTING CHAIN LINK FENCE PROPOSED CHAIN LINK FENCE

OHE

EXISTING OVERHEAD ELECTRIC LINE

X

X

2 37

X

A/D)

B/D)

X

APPROX. EXTENTS OF C&D LANDFILL

0 37

370 X

Mn (HS G

X

GaB (H SG

X

5

DA-09 X

X

375 X

37 9

377

X

37 8 X

B/ D)

C)

SOIL BOUNDARY

X

B-21IR

37

7

X

DELINEATED DRAINAGE AREAS

B/

X

D)

A/

SG

(H SG

(H S

G

X

M

n

FLOW ARROW X

W-5 X

EXISTING DRAINAGE DITCH

B/D)

EIA (HSG

A/D)

X

39

W-4

5

THIS IS A COLOR DRAWING. INFORMATION WILL BE LOST IF REPRODUCED IN BLACK AND WHITE.

EXISTING FENCE TO BE REMOVED AREAS WITH SOLAR PANELS INSTALLED ON CONTINUOUS SLOPES >/= 8%

X

Mn (HSG

X

/D )

D)

(H

PROPOSED LIMITS OF TREE CLEARING

X

fA

n

380

X

SG

X

D)

A/

37 7

PROPOSED LIMITS OF FILTER SOCK

DA-11

C)

(H

SG

M

B-21A

Ga B

(H

SG (H

6

EXISTING MONITORING WELL PROPOSED LIMITS OF DISTURBANCE

X

B

)

37

W

STAKES FOR FILTER SOCK INSTALLED IN LIMITS OF C&D LANDFILL TO BE EMBEDDED A MAXIMUM OF 6 INCHES

400

fA

/D)

W

GA

B/D

B-20B

405

DA-10

Ga

(HS

HSG

1 105' OF FILTER SOCK TO BE C-302 INSTALLED ALONG CONTOUR (TYP)

X

GB

B-21A

X

HS

EXISTING C&D LANDFILL VENT

X

B-20A

GaB

( PhB

B(

5 37

370

Ph

APPROX. EXTENTS OF ASPHALT CAPPED HAZ. WASTE LANDFILL

X

41 0

2760 KENMORE AVE #101 TONAWANDA, NY14150

EXISTING DELINEATED STREAM

36

376

3255' OF FILTER SOCK TO BE INSTALLED 1 AROUND ENTIRE WORK AREA PRIOR TO C-302 ANY GROUND DISTURBANCE

TM MONTANTE SOLAR DEVELOPMENT, LLC

374

B-20

DA-06

PREPARED FOR:

EXISTING CULVERT

X

373

DA-08

H & A OF NEW YORK ENGINEERING AND GEOLOGY, LLP 260 E. Main Street, Suite 2100 Rochester, NY 14604 Tel: 585.359.9000 www.haleyaldrich.com

X

X

D

X

GaA (HSG A/

370

369

EXISTING DRAINAGE DITCH

GaA (HS G

X

DA-07

XWfA (HSG C)

ANY MINIMAL DISTURBANCE WITHIN THE C&D LANDFILL IS SUBJECT TO APPROVAL BY NYSDEC PROJECT MANAGER (I.E., STAKING OF TEMPORARY E&S CONTROLS). SEE NOTE 4.

B-24A

PROPOSED 1' WIDE GRAVEL 2 DIAPHRAGM SECTION C-302

X

PROPOSED 2' WIDE GRAVEL 2 DIAPHRAGM SECTION C-302

X

SCALE IN FEET

aA

Ga

(H

368

G HS

240

X

HS A(

180

( Mn

120

B/

Wf

60

n M

(H

SG

X

0

D A/

SOLAR STUDY AREA

X

)

X

D

)

SG

X

367

D

X

B-21DR

D

X

72' OF FILTER SOCK TO BE 1 INSTALLED ALONG C-302 CONTOUR (TYP)

D

6

37

X

PANEL BALLASTS WILL BE FIELD ADJUSTED, AS 39 NECESSARY, TO AVOID DIRECT PLACEMENT 0 WITHIN ON-SITE DRAINAGE CHANNELS.

X

X

B/D) Mn (HS G

X

RW-1

DA-04

X

DA-05

)

375

S (H

C)

EXISTING BEDROCK TRENCH

37

5

X

X

) B/D

X

X

X

X

G

X

X

X

HS B(

G A/D)

X

X

EIA (H S

378

7

X

379

X

X

X

X

X

1 C-302

X

377

(HS GA /D) (HS GC )

X

X

Wf A

EU

6 AUX

M

X

X

EIA

5

4

380

1 100' OF FILTER SOCK TO BE INSTALLED C-302 X

X

B-13

370

37 5

X

X

7

X

X

0

3

1 38

DA-01

3

38

7. DECOMPACTION OF ALL TEMPORARY CONSTRUCTION ACCESS DRIVES MAY BE REQUIRED IN ACCORDANCE WITH 2024 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION'S (NYSDEC) CONSTRUCTION GENERAL PERMIT (CGP) REQUIREMENTS.

2

379

DA-02

X

X

6 37 X

75

X

378

EXISTING DRAINAGE DITCH

X

371

375

X

) B/D

137' OF FILTER SOCK TO BE 1 C-302 INSTALLED ALONG CONTOUR (TYP)

6. NO ACCESS OR EQUIPMENT TRAVEL IS PERMITTED WITHIN ASPHALT CAPPED LANDFILL. ACCESS OR EQUIPMENT TRAFFIC ON THE C&D LANDFILL SHALL BE LIMITED TO LOADS LESS THAN 10 PSI. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING INTEGRITY OF C&D LANDFILL COVER.

X

150' OF FILTER SOCK TO BE INSTALLED ALONG 8 37 (TYP) CONTOUR

X

/D) (HS

5. REFER TO NOTES ON G-100 REGARDING CONSTRUCTION SEQUENCE FOR GRADING AND EROSION AND SEDIMENT CONTROLS.

1 C-302

X

Mn (HS G B/D)

X

140' OF FILTER SOCK TO BE INSTALLED ALONG CONTOUR (TYP)

37

X

DA-12

377

X

Ph

D

X

GB (HS G

Mn

384

0 PLANNING BOARD APPROVAL Rev. Description

H&A 03/18/26 By Date

MONTANTE XEROX SOLAR DEVELOPMENT DESIGN SUBMITTAL 139 CARACAS DRIVE WEBSTER, NY

X

6

DA-13

B-7 X

X378

X

37

X

X

X

X

X

X

X

X OHE

X

OHE

X

X

X

X

D

OHE

OHE

OHE

OHE

OHE

OHE

OHE

n

SG

376

B/ D)

D)

B/

SG

D

M

(H

OHE

OHE

OHE

E

GA HS IA (

OHE

2 C-300

TEMPORARY STABILIZED SITE ENTRANCE

X

OHE

X

OHE X

CARACAS DRIVE

X

OHE X

OHE X

OHE

X

OHE

X

OHE

X

377

376

OHE

OHE D

X

2 C-300

X

X

X

X OHE X

(H

A

EI

SG (H

OHE

n

7

OHE

/D)

D)

B/

M

D

37

OHE

X

X

375 OHE

X

379

X

X

D D

X

X

X

X

X

D

371

EIA

EXISTING UNPAVED DRIVE

X

376

0205399 SHOWN MARCH 2026 SRG, JC SRG, JC SRG, ND ND

4. PROPOSED PERVIOUS ACCESS DRIVE TO BE PROTECTED DURING CONSTRUCTION. CONSTRUCTION TRAFFIC TO USE TEMPORARY CONSTRUCTION ACCESSES SHOWN ON SHEET C-201.

373 372

3. A MINIMUM SETBACK OF 30 FEET TO BE ESTABLISHED AROUND ALL MONITORING WELLS WITHIN THE PROPOSED WORK AREA.

X

X

G

fA W

375

B-1

DA-03

D B/

X

G

HS

( Mn

X

2. C&D LANDFILL VENTS ARE TO BE PROTECTED DURING CONSTRUCTION.

X

5

RW-2

BcB (HSG D)

X

WfA (HSG C)

38

3

X

2

1. LIMITS OF DISTURBANCE = 14.8 ACRES LIMITS OF TREE CLEARING = 15.0 ACRES

1 C-302

X

EIA (HSG B/D)

45' OF FILTER SOCK TO BE 1 INSTALLED ALONG CONTOUR (TYP) C-302 80

37

374

X

100' OF FILTER SOCK TO BE INSTALLED ALONG CONTOUR (TYP)

374

PhB (HSG B/D)

375

373

FENCE BALLASTS FOUNDATIONS WILL BE FIELD ADJUSTED TO AVOID APPROXIMATE BEDROCK TRENCH LOCATIONS SHOWN

NOTES

D

OHE

OHE

OHE

OHE

377

TEMPORARY STABILIZED SITE ENTRANCE

377

380

OHE

OHE

OHE

OHE

8. FILTER SOCKS INTERIOR TO THE LOD ARE TO BE INSTALLED DOWNSTREAM OF ACTIVE TREE CLEARING AND MAINTAINED UNTIL FINAL STABILIZATION. FILTER SOCKS INTERIOR TO THE LOD MAY BE MOVED TO LOCATIONS APPROXIMATE TO THOSE SHOWN ON THE PLANS TO ALLOW FOR SOLAR ARRAY INSTALLATION. 7. STORMWATER CONTROLS ARE SUBJECT TO REVIEW AND APPROVAL BY THE TOWN ENGINEER/MS4 REVIEWER AND BY NYSDEC.

EROSION AND SEDIMENT CONTROLS PLAN

C-201 Sheet:

06 of

11

X

OHE

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

LEGEND

X

X

SOLAR STUDY AREA

2

7

OHE

3

X

PARCEL BOUNDARY 100 FT STREAM SETBACK

X

M

OHE

EXISTING OVERHEAD ELECTRIC

X

EXISTING CHAIN LINK FENCE

PREPARED FOR:

X

PROPOSED CHAIN LINK FENCE

TM MONTANTE SOLAR DEVELOPMENT, LLC

PROPOSED 4 EQUIPMENT PAD C-300

5

X

OHE

PROPOSED LIMITS OF DISTURBANCE PROPOSED FILTER SOCK

PROPOSED EMERGENCY ACCESS TURNAROUND

AUX

70'

6

X

OHE

ALL PROJECT ELECTRICAL GROUNDING PLATES TO BE LIMITED TO LOCATIONS AROUND PERIMETER OF EQUIPMENT PAD

OHE

PROPOSED OVERHEAD ELECTRIC

EU

PROPOSED UNDERGROUND ELECTRIC

2760 KENMORE AVE #101 TONAWANDA, NY14150

X

PROPOSED 35' LONG 12"Ø REINFORCED CONCRETE PIPE CULVERT

2%

OHE

377

378

376

377

378

379

377

4

X

378

380

X

377

376

OHE

2%

H & A OF NEW YORK ENGINEERING AND GEOLOGY, LLP 260 E. Main Street, Suite 2100 Rochester, NY 14604 Tel: 585.359.9000 www.haleyaldrich.com

OHE

PROPOSED LIMITS OF TREE CLEARING EU

X

OHE

R28.00 (TYP) EU

2 C-300

PROPOSED ACCESS DRIVE

X

1 C-300

X

EU

OHE

NOTES

EU

X

OHE

376

PROPOSED SOLAR ARRAY (TYP) 1. PROPOSED PERVIOUS ACCESS DRIVE TO BE PROTECTED DURING CONSTRUCTION. CONSTRUCTION TRAFFIC TO USE TEMPORARY CONSTRUCTION ACCESSES SHOWN ON SHEET C-201.

377 EU

X

OHE

378

EU

2%

X

OHE

50'

169' X

1

1+00

3. DECOMPACTION OF ALL TEMPORARY CONSTRUCTION ACCESS DRIVES MAY BE REQUIRED IN ACCORDANCE WITH 2024 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION'S (NYSDEC) CONSTRUCTION GENERAL PERMIT (CGP) REQUIREMENTS.

EU

X

2%

OHE

2. REFER TO NOTES ON G-100 REGARDING CONSTRUCTION SEQUENCE FOR GRADING AND EROSION AND SEDIMENT CONTROLS.

1+75

EU

0+00

34'

THIS IS A COLOR DRAWING. INFORMATION WILL BE LOST IF REPRODUCED IN BLACK AND WHITE.

OHE

EU

X OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

X

OHE

X

OHE

3 PROPOSED ACCESS GATE C-301

PROPOSED UTILITY POLE (TYP) X

OHE X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

1 PROPOSED FILTER SOCK (TYP) C-302

0205399 SHOWN MARCH 2026 SRG, JC SRG, JC SRG, ND ND

OHE OHE OHE

1 C-301

2A C-301

2B PROPOSED PERIMETER FENCE C-301

0

10

20

30

40

SCALE IN FEET

390

390

380

380

370 0+00

1+00 STATION IN FEET

EXISTING GRADE

PROPOSED GENERAL FILL

370 1+75

ELEV. IN FEET

ELEV. IN FEET

PROPOSED GRADE

0 PLANNING BOARD APPROVAL Rev. Description

H&A 03/18/26 By Date

MONTANTE XEROX SOLAR DEVELOPMENT DESIGN SUBMITTAL 139 CARACAS DRIVE WEBSTER, NY

PROPOSED SUBGRADE PROPOSED 35' LONG 12"Ø REINFORCED CONCRETE PIPE CULVERT HORIZ.

0

10

20

30

40

VERT.

0

10

20 SCALE IN FEET

30

40

1

PROPOSED ACCESS ROAD GRADING PLAN

C-202 Sheet:

07 of

11

LEGEND

5

36 0

36

NOW OR FORMALLY HE MEADOWS OF WEBSTER 5B 360/68-70 16.11 ACRES

NOW OR FORMALLY REMAINING LAND LABELLA TERRA 5B 360/68-70 151.67 ACRES

363

2 36 365

364

SOLAR STUDY AREA PARCEL BOUNDARY EXISTING BUILDING

5

36

X

X

368

3 C-301

X

PROPOSED ACCESS GATE

X

X

OHE

X

X

X X

2 X

0

37

37

370 X

TREE CLEARING X

X

5

375

37

370

GRADING AND UTILITY INSTALLATION

377

37

X

37

8

X

X

9

B-20A

37 X

7

SOLAR ARRAY INSTALLATION

INSTALL STABILIZED CONSTRUCTION ENTRANCES

Schedule TBD

CONDUCT TREE CLEARING

Schedule TBD

INSTALL GRAVEL DIAPHRAGM INSTALL EQUIPMENT PAD

Schedule TBD

B-21A

B-21IR

X

EXISTING MONITORING WELL

INSTALL UTILITY POLES

Schedule TBD

INSTALL ELECTRIC LINES

Schedule TBD

INSTALL SOLAR ARRAYS

Schedule TBD

INSTALL PERVIOUS SITE ENTRANCE

Schedule TBD

37

X

7

400

FINAL SITE STABILIZATION

X

CONDUCT FINAL STABILIZATION

Schedule TBD

CONDUCT FINAL SITE INSPECTION REMOVE EROSION AND SEDIMENT CONTROLS

Schedule TBD Schedule TBD

X

W-5

PROPOSED LIMITS OF DISTURBANCE OHE

PROPOSED OVERHEAD ELECTRIC

EU

PROPOSED UNDERGROUND ELECTRIC

Schedule TBD PROPOSED UTILITY POLE

X

SEE INSET ON SHEET C-301 FOR CONFIGURATION OF PERIMETER FENCE ALONG WESTERN EDGE OF C&D LANDFILL

37

6

380

405

X

B-20B

Schedule TBD

PROPOSED SITE ACCESS DRIVE PROPOSED LIMITS OF TREE CLEARING PROPOSED LIMITS OF FILTER SOCK

OHE

0

INSTALL PERIMETER EROSION AND SEDIMENT CONTROLS

OHE

INSTALL EROSION AND SEDIMENT CONTORLS

5

376

OHE

36

B-20

PROPOSED CHAIN LINK FENCE

EXISTING C&D LANDFILL VENT

OHE

CONSTRUCTION PHASING

OHE

X

374

OHE

373 X

ANY MINIMAL DISTURBANCE WITHIN THE C&D LANDFILL IS SUBJECT TO APPROVAL BY NYSDEC PROJECT MANAGER (I.E., STAKING OF TEMPORARY E&S CONTROLS). SEE NOTE 5.

2760 KENMORE AVE #101 TONAWANDA, NY14150

APPROX. EXTENTS OF ASPHALT CAPPED HAZ. WASTE LANDFILL

1

37

EXISTING CHAIN LINK FENCE

APPROX. EXTENTS OF C&D LANDFILL

OHE

X

36 9

X

B-24A

B-21A

370

369

41

X

X

NOW OR FORMALLY XEROX-ALDER SUB 365/34 165.72 ACRES

PROPOSED 1' WIDE GRAVEL 2 DIAPHRAGM SECTION C-302

X

TM MONTANTE SOLAR DEVELOPMENT, LLC

OW-320N

70

PROPOSED 2' WIDE GRAVEL 2 DIAPHRAGM SECTION C-302

PREPARED FOR:

EXISTING BEDROCK TRENCH

3

B-24

B-24B

OHE

LIMITS OF DISTURBANCE (17.5 ACRES)

OHE

2B PROPOSED PERIMETER FENCE C-301

DELINEATED STREAM

X

2A C-301

X

X

1 C-301

3 PROPOSED BALLASTED SOLAR ARRAYS C-300

X

367

DELINEATED WETLAND

365

366

PROPOSED 4' WIDE GRAVEL 2 DIAPHRAGM SECTION C-302

H & A OF NEW YORK ENGINEERING AND GEOLOGY, LLP 260 E. Main Street, Suite 2100 Rochester, NY 14604 Tel: 585.359.9000 www.haleyaldrich.com

EXISTING FENCE TO BE REMOVED PROPOSED STAGING AREAS

OHE

X

X

X

FILTER SOCK TO BE INSTALLED

D

B-21DR

1 AROUND ENTIRE WORK AREA PRIOR C-302 TO ANY GROUND DISTURBANCE

D

GEOBALLAST FOUNDATIONS WILL BE FIELD-ADJUSTED TO AVOID THE APPROXIMATE BEDROCK TRENCH LOCATION SHOWN

X

6 37

OHE

X

X

X

PROPOSED LAYDOWN AREA. SHEET G-100 FOR SOIL RESTORATION NOTES.

RW-1

X

7

AUX

M

EU

X

PROPOSED 4 EQUIPMENT PAD C-300

X

X

377

X

X

378 OHE

OHE

370

B-13

X

378X

X

X

X

X

377

X

378

PROPOSED 35' LONG 12"Ø RCP CULVERT. SEE SHEET C-202 FOR PERVIOUS ACCESS ROAD GRADING AND PROFILE.

X

X

AUX

X

EU

6

OHE

376

X

X

X

X

X

378 X X

X

X

X

X

X

X

X

OHE

OHE

OHE

OHE

OHE

OHE

OHE X

OHE X

OHE

X

OHE X

OHE X

OHE X

OHE

X

X

X

OHE

OHE

376

D

D OHE

OHE

OHE

OHE

377

X

76 3 OHE

X

CONNECTION TO EXISTING GRID 6 37

OHE

OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

4. PROPOSED PERVIOUS ACCESS DRIVE TO BE PROTECTED DURING CONSTRUCTION. CONSTRUCTION TRAFFIC TO USE TEMPORARY CONSTRUCTION ACCESSES SHOWN ON SHEET C-201. 5. REFER TO NOTES ON G-100 REGARDING CONSTRUCTION SEQUENCE FOR GRADING AND EROSION AND SEDIMENT CONTROLS. 6. NO SITE TRAFFIC AND EQUIPMENT IS PERMITTED TO ENTER THE ASPHALT CAPPED HAZ. WASTE LANDFILL AREA OR USE FOR SITE ACCESS IN ANY CAPACITY. 7. DECOMPACTION OF ALL TEMPORARY CONSTRUCTION ACCESS DRIVES MAY BE REQUIRED IN ACCORDANCE WITH 2024 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION'S (NYSDEC) CONSTRUCTION GENERAL PERMIT (CGP) REQUIREMENTS.

TEMPORARY STABILIZED SITE ENTRANCE

OHE

OHE

CARACAS DRIVE 377 380

38

2 C-300

TEMPORARY STABILIZED SITE ENTRANCE

0

SEE PROPOSED SITE ENTRANCE INSET

139 CARACAS DRIVE WEBSTER, NY

OHE

NO ACCESS OR DISTURBANCE ALLOWED WITHIN FOOTPRINT OF ASPHALT CAPPED HAZ. WASTE 37 6 LANDFILL (SEE NOTE 6)

PROPOSED PERVIOUS ACCESS DRIVE TO BE INSTALLED DURING 1 2 FINAL SITE STABILIZATION. SEE C-300 C-300 NOTE 6, THIS SHEET. SEE SHEET C-202 FOR GRADING AND PROFILE.

OHE

CARACAS DRIVE

TEMPORARY STABILIZEDB-28A 2 SITE ENTRANCE C-300

PHASING PLAN

B-18A

OHE

OHE

2 C-300

H&A 03/18/26 By Date

MONTANTE XEROX SOLAR DEVELOPMENT DESIGN SUBMITTAL

377

376

0 PLANNING BOARD APPROVAL Rev. Description

OHE

OHE

OHE

X

OHE

X OHE

377

376

384

7

37

B-28

PROPOSED SITE ENTRANCE INSET

B-18 B-18SR

R-88

0 OHE

X

D

X

OHE

B-7

OHE

6

37

379

OHE

5

1

37

38

380

X

5

4

X

379

6

7

7

M

X

OHE

37

X

X

X

X

37 X

OHE

X

OHE

X

2

3

5 37

371

3 PROPOSED 20-FT WIDE SWING GATE C-301

OHE

X

37

8

X

377

0205399 SHOWN MARCH 2026 SRG, JC SRG, JC SRG, ND ND

X

X

X

OHE

X

379

375

X

X

X

X

8

37

3. A MINIMUM SETBACK OF 30 FEET TO BE ESTABLISHED AROUND ALL MONITORING WELLS WITHIN THE PROPOSED WORK AREA.

OHE

X

OHE

X

X

7 37

378

X

X

6

OHE

X

371

D

5

4

EU

OHE

X

X

X

X

X

X

X

X

376

EU

379

PROPOSED LAYDOWN AREA. 373 SHEET G-100 FOR SOIL 372 RESTORATION NOTES.

3

X

X

B-1

X

375

OHE

5

375

380

2

X

37

X

X

X

5

X

38

1. LIMITS OF DISTURBANCE = 14.8 ACRES LIMITS OF TREE CLEARING = 15.0 ACRES

OHE

RW-2

NOTES

2. C&D LANDFILL VENTS ARE TO BE PROTECTED DURING CONSTRUCTION.

X

37 8

X

374

2

37

X

374

373

375

39 0

X

AREAS WITH SOLAR PANELS INSTALLED ON CONTINUOUS SLOPES >/= 8%

W-4

5

OHE

39

THIS IS A COLOR DRAWING. INFORMATION WILL BE LOST IF REPRODUCED IN BLACK AND WHITE.

80

160 SCALE IN FEET

240

320

C-203 Sheet:

08 of

11

H & A OF NEW YORK ENGINEERING AND GEOLOGY, LLP 260 E. Main Street, Suite 2100 Rochester, NY 14604 Tel: 585.359.9000 www.haleyaldrich.com PREPARED FOR:

TM MONTANTE SOLAR DEVELOPMENT, LLC 2760 KENMORE AVE #101 TONAWANDA, NY14150

NOTE

2

1. TEMPORARY ACCESS ROAD DETAIL PROVIDED BY MONTANTE SOLAR DEVELOPMENT, LLC.

THIS IS A COLOR DRAWING. INFORMATION WILL BE LOST IF REPRODUCED IN BLACK AND WHITE.

NOTE

1

1. PERVIOUS ACCESS ROAD DETAIL PROVIDED BY MONTANTE SOLAR DEVELOPMENT, LLC.

0205399 SHOWN MARCH 2026 SRG, JC SRG, JC SRG, ND ND

0 PLANNING BOARD APPROVAL Rev. Description

H&A 03/18/26 By Date

MONTANTE XEROX SOLAR DEVELOPMENT DESIGN SUBMITTAL 139 CARACAS DRIVE WEBSTER, NY

NOTE

4

DETAILS

1. EQUIPMENT PAD DETAIL PROVIDED BY MONTANTE SOLAR DEVELOPMENT, LLC.

NOTE

3

1. GEOBALLAST DATA SHEET PROVIDED BY MONTANTE SOLAR DEVELOPMENT, LLC.

C-300 Sheet:

09 of

11

X

X

APPROXIMATE EXTENTS OF DRIVEN FENCE POSTS

NOTE

X

365

X

X

1. DRIVEN POST FENCING TO BE UTILIZED TO PROPERLY ANCHOR FENCING PROPOSED ON SLOPES WHICH ARE IN OR ADJACENT C&D LANDFILL EXTENTS.

B-20A X

2. WHERE FEASIBLE, BALLASTED POST FENCING IS TO BE INSTALLED WITHIN LIMITS OF C&D LANDFILL.

PREPARED FOR:

TM MONTANTE SOLAR DEVELOPMENT, LLC

375

X

37 0

APPROXIMATE EXTENTS OF BALLASTED FENCE POSTS FOR C&D LANDFILL

H & A OF NEW YORK ENGINEERING AND GEOLOGY, LLP 260 E. Main Street, Suite 2100 Rochester, NY 14604 Tel: 585.359.9000 www.haleyaldrich.com

5 X

37

2760 KENMORE AVE #101 TONAWANDA, NY14150

X

X

B-20B

0 37

B-21A

APPROXIMATE EXTENTS OF DRIVEN FENCE POSTS

X

XX

X

B-21IR

X

2A

BALLASTED FENCE POST FOOTING DETAIL

C&D LANDFILL DRIVEN POST EXTENTS INSET

CHAIN LINK MATCH EXISTING MESH AND GAUGE TOP SELVAGE TWISTED

DOME TOP

CORNER POST CORNER POST

TOP RAIL 1 - 5/8" OD

RAIL TIE

TENSION BAND 12" O.C.

TENSION BAR

BRACE RAIL 1 - 5/8" OD LINE POST TIE 12" O.C.

7'

BRACE BAND

BOTTOM SELVAGE KNUCKLED

HOG RING 18" O.C.

TRUSS ROD ADJUSTING UNIT

TENSION WIRE 7 GAUGE

TRUSS ROD ADJUSTING UNIT

4'

ADJUSTABLE TRUSS ROD 3 8" DIAMETER

1

0205399 SHOWN MARCH 2026 SRG, JC SRG, JC SRG, ND ND

10' MAX SPACING

7' BALLASTED CHAIN-LINK FENCE DETAIL SCALE: NOT TO SCALE

20'-0"

THIS IS A COLOR DRAWING. INFORMATION WILL BE LOST IF REPRODUCED IN BLACK AND WHITE.

2B

DRIVEN FENCE POST FOOTING DETAIL

0 PLANNING BOARD APPROVAL Rev. Description

H&A 03/18/26 By Date

MONTANTE XEROX SOLAR DEVELOPMENT DESIGN SUBMITTAL 139 CARACAS DRIVE WEBSTER, NY

DETAILS

3

20' WIDE BALLASTED DUAL SWING GATE DETAIL SCALE: NOT TO SCALE

4

20' WIDE BALLASTED DOUBLE SWING GATE POST FOOTING DETAIL SCALE: NOT TO SCALE

C-301 Sheet:

10 of

11

2"x2" WOOD STAKE, EVERY 10' AND AT ENDS OF COMPOST FILTER SOCK COMPOST FILTER SOCK

WOOD STAKE TO ONLY PENETRATE NETTING

FLOW

NOTES:

NOTES:

1.

COMPOST FILTER SOCKS SHALL CONFORM TO THE NEW YORK STATES STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROLS, 2016.

1.

GRAVEL FILL MATERIAL SHALL CONSIST OF NYSDOT NO. 4 CLEAN, DURABLE, SHARP ANGLED CRUSHED STONE OF UNIFORM QUALITY, MEETING THE SPECIFICATIONS OF NYSDOT ITEM 703-02 SIZE DESIGNATION 4 OF TABLE 703-4.

2. 2.

COMPOST FILTER SOCKS SHALL BE A MINIMUM 12" DIAMETER.

TO MINIMIZE SEDIMENT ACCUMULATION IN THE GRAVEL DIAPHRAGM, THE GEOTEXTILE FABRIC SHALL BE WRAPPED OVER THE TOP UNTIL FINAL STABILIZATION IS ACHIEVED. THE FABRIC FOLD SHOULD ORIGINATE FROM THE UPGRADIENT SIDE.

3.

COMPOST FILTER SOCKS SHALL BE INSTALLED ALONG A LEVEL GRADE WITH ENDS OVERLAPPING.

3.

THE GRAVEL DIAPHRAGM SHALL NOT BE DRIVEN UPON DURING SOLAR PANEL CONSTRUCTION ACTIVITIES UNLESS THE GRAVEL IS PROTECTED WITH A RIGID BARRIER SUCH AS PLYWOOD OR CONSTRUCTION EQUIPMENT IS CONSIDERED TO BE LOW GROUND PRESSURE EQUIPMENT TO MINIMIZE COMPACTION.

4.

COMPOST FILTER SOCKS TO BE WESTERN GREEN STRAW WATTLE OR APPROVED EQUAL.

4.

GRAVEL DIAPHRAGM IS TO BE INSTALLED ALONG THE CONTOUR AS SHOWN ON THESE DESIGN PLANS.

5.

THE GRAVEL DIAPHRAGM SHALL NOT BE INSTALLED WITHIN THE LIMITS OF THE EXISTING CONSTRUCTION AND DEMOLITION (C&D) LANDFILL. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER TO VERIFY THE LIMITS OF THE C&D LANDFILL BEFORE GRAVEL DIAPHRAGM CONSTRUCTION. THE GRAVEL DIAPHRAGM SHALL BE OFFSET FROM THE C&D LANDFILL AS NECESSARY.

5.

COMPOST FILTER SOCKS ARE NOT TO BE USED IN CONCENTRATED FLOW SITUATIONS.

6.

ROUTINELY INSPECT COMPOST FILTER SOCKS AFTER EACH SIGNIFICANT RAIN, MAINTAINING WATTLES IN A FUNCTIONAL CONDITION AT ALL TIMES.

7.

REMOVE SEDIMENTS COLLECTED AT THE BASE OF THE COMPOST FILTER SOCKS WHEN THEY REACH 1/3 OF THE EXPOSED HEIGHT OF THE PRACTICE.

PROPOSED MIRAFI 160-N FILTER GEOTEXTILE

WHERE THE COMPOST FILTER SOCK DETERIORATES OR FAILS, IT WILL BE REPAIRED OR REPLACED WITH A MORE EFFECTIVE ALTERNATIVE.

TOPSOIL

FINISH GRADE

2"

8. 6" MAX. 9.

TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS.

2760 KENMORE AVE #101 TONAWANDA, NY14150

1' MIN.

1' MIN. TO 4' MAX. SEE SHEETS C-200 AND C-201 FOR SECTION WIDTHS

12. UPON ACHIEVING FINAL STABILIZATION AND DURING FILTER SOCK REMOVAL, STAKES SHALL BE PULLED AND ANY RESULTING VOIDS SHALL BE BACKFILLED WITH CLEAN SOIL, AS NEEDED.

TM MONTANTE SOLAR DEVELOPMENT, LLC

EXISTING UNDISTURBED SOIL

11. FILTER SOCK STAKES TO BE EMBEDDED A MAXIMUM OF 6" PER SPECIFIC REQUESTS FROM THE NYSDEC DIVISION OF ENVIRONMENTAL REMEDIATION.

1

PREPARED FOR:

NYSDOT NO. 4 SHARP ANGLED CRUSHED STONE

10. REMOVAL - COMPOST FILTER SOCKS WILL BE DISPERSED ON SITE WHEN NO LONGER REQUIRED IN SUCH AS WAY AS TO FACILITATE AND NOT OBSTRUCT SEEDINGS.

COMPOST FILTER SOCK

H & A OF NEW YORK ENGINEERING AND GEOLOGY, LLP 260 E. Main Street, Suite 2100 Rochester, NY 14604 Tel: 585.359.9000 www.haleyaldrich.com

2

THIS IS A COLOR DRAWING. INFORMATION WILL BE LOST IF REPRODUCED IN BLACK AND WHITE.

0205399 SHOWN MARCH 2026 SRG, JC SRG, JC SRG, ND ND

0 PLANNING BOARD APPROVAL Rev. Description

H&A 03/18/26 By Date

MONTANTE XEROX SOLAR DEVELOPMENT DESIGN SUBMITTAL 139 CARACAS DRIVE WEBSTER, NY

DETAILS

C-302 Sheet:

11 of

11