139 Caracas Dr Plans

Email & US Postal Delivery August 11, 2025 Town of Webster Josh Artuso Director of Community Development 1000 Ridge Rd., Webster, NY 14580 Re:

Letter of Intent for Webster Solar Garden LLC: 6.63 MW Solar Project, Inclusive Community Solar Project, hosted by Xerox- Sketch Plan Review with Town Planning Board

Dear Mr. Artuso and Members of the Town Planning Board, TM Montante Solar Developments LLC (“Montante Solar”) is proposing the development, construction, and operation of a 6.63 MW solar generation facility, Webster Solar Garden LLC (the “Project”) at Caracas Drive in the Town of Webster (the “Site”). The Project involves the development, construction, and operation of an approximate 20-acre project site on a parcel owned by Xerox Corporation, SBL: 065.02-1-40.11 and requires the issuance of Industrial Use and Special Use Permits through the Town Board. Project Details:

Webster Solar Garden LLC

Developer:

Montante Solar

Developer Address:

2760 Kenmore Avenue, Tonawanda, New York 14150

Project Location:

Property Owner:

Xerox Corporation

Zoning District:

Industrial

Project Narrative The Applicant is proposing a 6.63 MW Solar Generation Facility across approximately 20-acres of a +120-acre parcel owned by Xerox Corporation. The Project will directly benefit Xerox Corporation and the larger community through an Inclusive Community Solar Project. Xerox Corporation will be hosting the solar array at its campus and will be utilizing 60% of the power produced by the solar project through a Power Purchase Agreement. The project will also allocate 40% of the energy to go to the eligible subscribers in the community through a Community Solar Program. (“Eligible subscribers” are those in the Low-to-Medium income or those in a disadvantaged community.) In addition to providing Xerox and the community with reliable, safe, renewable power at a reduced rate, the project will also help meet Corporate Xerox Environmental Social Governance (“ESG”) goals.

The Project site will be located near the dead-end north of Caracass Drive on the Xerox Campus. The project is surrounded by other industrial land owned by Xerox and Tessy. The next neighboring parcel property lines are +250 feet from the edge of the nearest solar panel. The closest dwelling is +750 feet from the edge of the nearest solar panel. There are no site lines by any residential neighbors into the Project Site, as there are natural vegetative buffers and wetlands that surround it. The Project as currently designed complies with all Town code requirements. The Project is being constructed on vacant land that is home to two (2) capped landfills, small building used as a warehouse/extra storage, and numerous long-term environmental monitoring wells. Existing vegetation is dominated by woody stem brush & trees. The natural topography allows for extremely minimal site work. The project will be constructed utilizing an above-ground ballasted racking system. The racking system is “geo-ballasted,” utilizing rock to weight baskets down-allowing for zero penetrations to the ground. Sitting atop racking will be approximately 10,872 solar panels. Solar panels will be strung and connected to 18 inverters. Construction of this project will take approximately 12 months to complete. A data sheet of the geo-ballasted system can be found attached as Exhibit E. Xerox has identified this solar project occupying this space for 25 years as being the highest and best use for this land based on the environmental restrictions and on-going environmental monitoring requirements. Conclusion On behalf of the Montante Solar, we respectfully request the Town Board refer this project to Planning Board for public Sketch Plan Review. To support our application, please find the enclosed documentation: Exhibit A: Civil Plans Set for Sketch Plan Review (10 Copies) Exhibit B: Short EAF (10 Copies) Exhibit C: Decommissioning Plan (10 Copies) Exhibit D: Operations & Maintenance Plan (10 Copies) Exhibit E: Major Equipment Data Sheets (10 Copies) Exhibit F: Negative Declaration Wetlands: DEC & USACE (10 Copies) Exhibit G: Landowner’s Affidavit (1 Copy) Exhibit H: Tax Incentive Disclosure Form (1 Copy) Exhibit I: Non-Collusion Form (1 Copy) A check enclosed, made out to Town of Webster covers the application fees, totaling $270: Planning Board Sketch Plan Review: $220 & EAF Review: $50 If you have any questions, please do not hesitate to contact me. Very truly yours,

Katie Soscia, Director of Project Development

Tonawanda, NY

2760 Kenmore Avenue Buffalo, NY 14150 (716) 876-8899 www.Montante.com www.MontanteSolar.com

WORK IN PROGRESS - V.1

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

ZONING MAP

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

DRAFT

NOT TO SCALE

SITE LOCUS

0

2000

4000 Project No.: Scale: Date: Drawn By: Designed By: Checked By: Approved By: Stamp:

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0205399 SHOWN AUGUST 2025 SRG, JC SRG, JC SRG, ND ND

DRAWING INDEX

SITE LOCATION

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T-100

TITLE SHEET

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G-100

NOTES

03

C-100

EXISTING CONDITIONS

04

C-200

PROPOSED CONDITIONS

05

C-201

EROSION AND SEDIMENT CONTROLS PLAN

06

C-202

PROPOSED ACCESS ROAD GRADING PLAN

07

C-203

PHASING PLAN

08

C-300

DETAILS

09

C-301

DETAILS

A FOR REVIEW Rev. Description

H&A 08/11/25 By Date

MONTANTE XEROX SOLAR DEVELOPMENT

139 CARACAS DRIVE WEBSTER, NY

TITLE SHEET

0

© 2023 MAXAR © CNES (2023) DISTRIBUTION AIRBUS DS

1000 SCALE IN FEET

2000

T-100 Sheet:

01 of

10

WORK IN PROGRESS - V.1

GENERAL NOTES 1.

2.

3.

4.

14.

THESE DRAWINGS HAVE BEEN PREPARED FOR CONSTRUCTION OF A SOLAR ARRAY WITHIN PORTIONS OF THE XEROX CORPORATION CAMPUS IN WEBSTER, NEW YORK. 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). WATERCOURSES AND WETLANDS FIELD DELINEATED BY HALEY & ALDRICH OF NEW YORK ENGINEERING AND GEOLOGY, LLP (HALEY & ALDRICH OF NEW YORK) MAY 10, 2024. EXISTING TOPOGRAPHIC CONTOURS FROM SURVEY REPORT BY TERRATEK GPS MODELING WHICH WAS PROVIDED TO HALEY & ALDRICH BY MONTANTE SOLAR DEVELOPMENT, LLC JULY 21, 2025.

15.

16.

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.

1.

2.

VERIFY THAT ALL APPLICABLE PERMITS AND PERMISSIONS HAVE BEEN OBTAINED.

3.

3.1.

3.2.

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.

3.4. 5.

6.

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

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.

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.

SOIL RESTORATION IS TO OCCUR IN LAYDOWN AREAS AND AREAS RECEIVING HIGH VOLUMES OF CONSTRUCTION TRAFFIC. SOIL RESTORATION IS TO BE CONDUCTED DURING FINAL SITE STABILIZATION.

1.

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

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

2.

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.

1.

2.

VEGETATE AS REQUIRED BY THE SEEDING PLAN.

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.

INSTALL PERIMETER EROSION AND SEDIMENT CONTROLS. 1.

8.

9. 10.

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.

2.

PROTECT TREES AND VEGETATION TO REMAIN. 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.

11.

TREES ARE TO BE CUT TO GRADE WITH HAND FELLING.

12.

CONTINUE TO MAINTAIN AND MONITOR ALL SITE EROSION AND SEDIMENT CONTROLS DAILY.

13.

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

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.

MULCHING 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.

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.

1.

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

2.

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

3.

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

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.

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.

SITE STABILIZATION 7.

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.

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.

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 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.

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:

12.

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.

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.

CONSTRUCTION NOTES 1.

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

2.

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.

EROSION AND SEDIMENT CONTROL NOTES

APPLY TOPSOIL TO A DEPTH OF 6 INCHES.

3.5.

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.

APPLICATION AND GRADING

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

11.

CONSTRUCTION SEQUENCE FOR GRADING AND EROSION CONTROL 1.

2.

SOIL RESTORATION

2. 5.

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.

3.

PORTIONS OF THE EXISTING FENCE ALONG THE PERIMETER OF THE ASPHALT-CAPPED LANDFILL WILL BE REMOVED, AND FENCE POLES WILL BE CUT FLUSH TO ALLOW FOR INSTALLATION OF THE SYSTEM.

4.

EXCEPT FOR PORTIONS OF THE EXISTING ASPHALT-CAPPED LANDFILL SECURITY FENCE, 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.

5.

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.

6.

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.

7.

8.

IN THE EVENT GROUNDWATER IS ENCOUNTERED IN ANY EXCAVATIONS, IT WILL BE MANAGED IN ACCORDANCE WITH THE GROUNDWATER MANAGEMENT PLAN FOR THE XEROX SITE. 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.

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 AUGUST 2025 SRG, JC SRG, JC SRG, ND ND

A FOR REVIEW Rev. Description

H&A 08/11/25 By Date

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

NOTES

G-100 Sheet:

02 of

10

WORK IN PROGRESS - V.1

9.

10.

11.

12.

13.

14.

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. 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. 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. THE EXCAVATED SOIL WILL ALSO BE STAGED ON AN IMPERMEABLE MATERIAL SUCH AS PLASTIC SHEETING OR TARPS TO MINIMIZE CONTAMINATION OF THE STAGING AREA. SOILS THAT ARE NOT USED TO BACKFILL THE EXCAVATION WILL REMAIN STAGED PENDING THE RECEIPT OF LABORATORY ANALYTICAL RESULTS CHARACTERIZING THE SOIL.

15.

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.

16.

IMPORTED SOIL MATERIAL WILL MEET THE BACKFILL AND COVER SOIL TESTING AND QUALITY STANDARDS PRESENTED IN DER-10 APPENDIX 5 ALLOWABLE CONSTITUENT LEVELS FOR IMPORTED FILL OR SOIL FOR COMMERCIAL/INDUSTRIAL USE AND THE NYSDEC SAMPLING, ANALYSIS, AND ASSESSMENT OF PER- AND POLYFLUOROALKYL (PFAS) DOCUMENT DATED APRIL 2023.

17.

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.

18.

THE FOLLOWING MATERIALS CAN BE IMPORTED AND MAY BE USED ON-SITE WITHOUT TESTING; (COMMERCIALLY PURCHASED BAGGED TOPSOIL USED FOR LANDSCAPING PURPOSES, GRAVEL, ROCK, OR STONE (NON-SOIL) CONSISTING OF VIRGIN MATERIAL FROM A PERMITTED MINE OR QUARRY.

19.

20.

ALL OTHER MATERIALS, INCLUDING SOIL OR SAND IMPORTED FROM A VIRGIN MINE OR PIT AND MATERIAL (INCLUDING GRAVEL, ROCK, STONE, SAND, SOIL, ETC.) FROM SOURCES OTHER THAN A VIRGIN MINE OR PIT CAN ONLY BE USED ON-SITE PENDING ANALYTICAL TESTING. ALL IMPORTED SOILS THAT REQUIRE TESTING WILL MEET THE BACKFILL SOIL QUALITY STANDARDS ESTABLISHED IN 6NYCRR 375-6.7(D). SOLID WASTE OR IMPORTED MATERIALS FROM OTHER INDUSTRIAL SITES, SPILL SITES, OR OTHER REMEDIATION OR CONTAMINATED SITES IS PROHIBITED FROM BEING USED ON-SITE.

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.

TIME OF PLANTING 1.

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

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).

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

DRAFT

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:

0205399 SHOWN AUGUST 2025 SRG, JC SRG, JC SRG, ND ND

COMMON MILKWEED (ASCLEPIEAS SYRIACA) - UPLAND AREAS BUTTERFLY MILKWEED (ASCLEPIEAS TUBEROSA, PA ECOTYPE UPLAND AREAS SWAMP MILKWEED (A. INCARNATA) - WETLAND AREAS 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.

A FOR REVIEW Rev. Description

H&A 08/11/25 By Date

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

NOTES

G-101 Sheet:

03 of

10

WORK IN PROGRESS - V.1

LEGEND SOLAR STUDY AREA B-17A

PARCEL BOUNDARY EXISTING BUILDING

5

36 0

36

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

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

36

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

363

2

36 5

364

EXISTING TREELINE DELINEATED WETLAND

PREPARED FOR:

TM MONTANTE SOLAR DEVELOPMENT, LLC

EXISTING DELINEATED STREAM

5

36

EXISTING DRAINAGE DITCH 366

D

367

0

37

B-24

EXISTING CHAIN LINK FENCE

OHE

EXISTING OVERHEAD ELECTRIC LINE

9 36

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

370

EXISTING C&D LANDFILL VENT

B-24A

1 37

373

B-21A

374

5

376 37 2

0

37

370

5

375

37

370

EXISTING MONITORING WELL

36

B-20

0

X

NOW OR FORMALLY XEROX-ALDER SUB 365/34 165.72 ACRES 369

41

EXISTING CULVERT EXISTING BEDROCK TRENCH

368

B-24B

2760 KENMORE AVE #101 TONAWANDA, NY14150

365

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 6

405

B-21A

1. LANDFILL VENTS ARE TO BE PROTECTED DURING CONSTRUCTION.

380

37 7

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

W-4

5 D

B-21DR D

6

37 0

373

EXISTING BEDROCK TRENCH

374

2

EXISTING DRAINAGE DITCH

374

375

39

37

DRAFT 0205399 SHOWN AUGUST 2025 SRG, JC SRG, JC SRG, ND ND

RW-2 RW-1

38

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

6

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

X

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

OHE

OHE

OHE

H&A 08/11/25 By Date

MONTANTE XEROX SOLAR DEVELOPMENT DESIGN SUBMITTAL

370

5

X

0

37

1 38

380

X

5 37

371 38

A FOR REVIEW Rev. Description

379

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

38

37

6

0 B-18A

376

0

80

160 SCALE IN FEET

240

320

C-100 Sheet:

04 of

10

WORK IN PROGRESS - V.1

36 5

0 36

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

363

2 36

LEGEND

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

365

364

SOLAR STUDY AREA PARCEL BOUNDARY EXISTING BUILDING

5

36

DELINEATED WETLAND

365

366

LIMITS OF DISTURBANCE (17.5 ACRES)

X

OHE

X

368

X

3

X

X

X

X

OHE

PROPOSED LIMITS OF DISTURBANCE / LIMITS OF TREE CLEARING

OHE

1

37

373 X

OHE

PROPOSED OVERHEAD ELECTRIC

EU

PROPOSED UNDERGROUND ELECTRIC

37 2 X

0 37

370

OHE

X

PROPOSED CHAIN LINK FENCE

5

376

X

NO SOIL DISTURBANCE ALLOWED WITHIN FOOTPRINT OF C&D LANDFILL (SEE NOTE 3)

X OHE

X

X

370

5

375

37

41 0

36

B-20

X

374

PROPOSED UTILITY POLE

B-20A OHE

PROPOSED SITE ACCESS DRIVE

37

8

X

377

37

9

X

37

X

380

7

OHE

6

405

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

X

37

X

B-20B

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

37

7 OHE

X

B-21IR

EXISTING FENCE TO BE REMOVED PROPOSED AREAS TO RECEIVE POLLINATOR SEED MIX

X

B-21A 400

X

OHE

X

W-5 X

X

39

5

W-4 OHE

X

D

X

6 37

OHE

X

X

37

OHE

RW-2

X

X

X

X

8

374

2 37

X

374

373

375

39 0

RW-1 2 PROPOSED 10-FT WIDE SWING GATE C-301

2

37

5 X

PROPOSED 4 EQUIPMENT PAD C-300

X

X

377

X

X

EU

X

371

D

6 AUX

M

37 X

X

X

OHE

7

378

OHE

5

4

X

X

X

OHE

X

X

X

X

379

X

X

378 OHE

X

37

375

8

OHE

X

378

OHE

OHE

X

X

X

378

377

376

X

X

X

X

X

OHE X

OHE

X

OHE

X

X

OHE

OHE

D OHE

D

OHE

OHE

OHE

377

76 3 OHE

OHE

OHE

OHE OHE

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

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE

OHE

X

X

X

X

X

X

CARACAS DRIVE

OHE OHE

CONNECTION TO EXISTING NGRID

X

0205399 SHOWN AUGUST 2025 SRG, JC SRG, JC SRG, ND ND

4. REFER TO NOTES ON G-100 REGARDING CONSTRUCTION SEQUENCE FOR GRADING AND EROSION AND SEDIMENT CONTROLS. 5. 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. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF THE EXISTING LANDFILL COVERS. 6. 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. 7. POST-CONSTRUCTION STORMWATER CONTROL DESIGN IS CURRENTLY UNDERWAY AND WILL BE INCORPORATED IN LATER REVISIONS.

A FOR REVIEW Rev. Description

H&A 08/11/25 By Date

MONTANTE XEROX SOLAR DEVELOPMENT DESIGN SUBMITTAL

377

380

38

NO DISTURBANCE ALLOWED WITHIN FOOTPRINT OF ASPHALT CAPPED HAZ. WASTE LANDFILL (SEE NOTE 3)

139 CARACAS DRIVE WEBSTER, NY

OHE

OHE

CARACAS DRIVE

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 PROTECTEDB-28A DURING 1 2 CONSTRUCTION. SEE NOTE 7, THIS C-300 C-300 SHEET. SEE SHEET C-202 FOR GRADING AND PROFILE.

OHE

37 6

OHE

SEE PROPOSED SITE ENTRANCE INSET

OHE

0

R-88

0 OHE

X

X

376

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

6 37

377 X

X

X

OHE

X

X

OHE X

X

OHE

X

X

X

OHE

X

OHE

378

X

X OHE

X

X

OHE

X

X

OHE

X

X

OHE

OHE

OHE

376 X

OHE

377

OHE

X

X

378 D

OHE

OHE

B-7

X

OHE

X

6

37

379

OHE

X

X

X

X

370

B-13 X

X AUX

OHE

5

EU

6

M

1 38

37

OHE

5

4

379

7

380

X

X

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

2

3

X

X

5 37

X

X

6

37

REMOVE SECTION OF EXISTING CHAIN LINK FENCE (SEE NOTE 4)

X

37

8

377

371

1. LANDFILL VENTS ARE TO BE PROTECTED DURING CONSTRUCTION.

X

X

OHE

X

X

X

X

X

X

X

X

X

7

379

376

EU OHE

372

EU

X

X

373

X

3

X

375

B-1

OHE

X

X

375

NOTES

X

38 5

380

DRAFT

D

B-21DR

37 7

2760 KENMORE AVE #101 TONAWANDA, NY14150

EXISTING C&D LANDFILL VENT

370 X

B-24A

EXISTING MONITORING WELL

APPROX. EXTENTS OF ASPHALT CAPPED HAZ. WASTE LANDFILL

OHE

36

B-21A

APPROX. EXTENTS OF C&D LANDFILL

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

X

X

9

X

PROPOSED BALLASTED 3 SOLAR ARRAYS C-300

369

TM MONTANTE SOLAR DEVELOPMENT, LLC

OW-320N

70

B-24

B-24B

PREPARED FOR:

EXISTING BEDROCK TRENCH

2 C-301

PROPOSED ACCESS GATE

X

EXISTING DELINEATED STREAM

OHE

X

X

367

3 PERIMETER FENCE C-301

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

80

160 SCALE IN FEET

240

320

C-200 Sheet:

05 of

10

B/ D)

WORK IN PROGRESS - V.1

366

(H SG

LEGEND

n M

B/ D

) SG

B-24

C

)

SG

X

W

fA

M

(H

n

SG

(H

368

PARCEL BOUNDARY

A/

D)

0

37

Mn (HSG

DELINEATED WETLAND

B/D)

X

52' OF FILTER SOCK TO BE 1 INSTALLED ALONG CONTOUR (TYP) C-301

9

GaA (HSG A/D) 36

X

X

DA-07

PROPOSED LIMITS OF DISTURBANCE (17.5 ACRES)

X

X

A/D ) X

370

37 2

X

EXISTING CHAIN LINK FENCE

OHE

EXISTING OVERHEAD ELECTRIC LINE

APPROX. EXTENTS OF C&D LANDFILL

0 37

X

X

EXISTING DELINEATED STREAM

X

Mn (HS G

EXISTING CULVERT

5

376

DA-09

APPROX. EXTENTS OF ASPHALT CAPPED HAZ. WASTE LANDFILL

X

37

X

X

37 9 8 37

377

/D )

375 X

X

n

D)

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

B-21IR

DELINEATED DRAINAGE AREAS

37

7

(H SG

X

B/

D)

A/ G (H S

C)

FLOW ARROW

M

n

Ga B

B/ D)

SOIL BOUNDARY

X

400

SG

(H SG

X

B-21A

(H

X

fA

X

GB

W M

PROPOSED LIMITS OF FILTER SOCK

X

380

X

X

)

D A/

405

37 7

EXISTING MONITORING WELL PROPOSED LIMITS OF DISTURBANCE / LIMITS OF TREE CLEARING

DA-11

C)

6

SG (H

37

SG (H

fA

/D)

B-20B

B-21A

DA-10

B

W

GB

1 105' OF FILTER SOCK TO BE C-301 INSTALLED ALONG CONTOUR (TYP)

X

HS

EXISTING C&D LANDFILL VENT

Ga

/D) GA (HS

(HS

B(

X

B-20A

GaB

PhB

Ph

5

370

0

2760 KENMORE AVE #101 TONAWANDA, NY14150

D

36

X

X

B/D)

75' OF FILTER SOCK TO BE 1 INSTALLED ALONG CONTOUR (TYP) C-301

374

B-20

DA-06

TM MONTANTE SOLAR DEVELOPMENT, LLC

EXISTING DRAINAGE DITCH

GaA (HS G

X X

373 X

SG A/D )

X

1 37

DA-08

GaB (H

X D) GaA (HSG A/

) WfA (HSG C

370

369

68' OF FILTER SOCK TO BE 1 C-301 INSTALLED ALONG CONTOUR (TYP)

41

PREPARED FOR:

EXISTING BEDROCK TRENCH

X

73' OF FILTER SOCK TO BE 1 C-301 INSTALLED ALONG CONTOUR (TYP)

B-24A

DELINEATED STREAM

X

3255' OF FILTER SOCK TO BE INSTALLED 1 AROUND ENTIRE WORK AREA PRIOR TO C-301 ANY GROUND DISTURBANCE

PhB (HSG B/D)

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 BUILDING

X

B-24B

G

(H

X

X

GaA (HSG A/D)

aA

(H

A Wf

B

A/

SOLAR STUDY AREA

/D) GB (HS ) Mn GC (HS

X

X

Ga

X

D)

SG

X

X

367

123' OF FILTER SOCK TO BE 1 INSTALLED ALONG CONTOUR (TYP) C-301

Mn (HSG

B/D)

X

39 5

DRAFT

1. LANDFILL VENTS ARE TO BE PROTECTED DURING CONSTRUCTION.

W-4 D

B-21DR

EXISTING FENCE TO BE REMOVED

NOTES

A/D) X

EIA (HSG

EXISTING DRAINAGE DITCH

X

X

W-5

X

D

X

72' OF FILTER SOCK TO BE 1 INSTALLED ALONG C-301 CONTOUR (TYP)

D

6

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

X

37

373

X

3

X

PhB (HSG B/D)

72

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

374

X

X

0

374

375

39

1 C-301

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

Mn (HS G

5

X

RW-1

DA-04

DA-05

X

D)

Mn

X

45' OF FILTER SOCK TO BE 1 INSTALLED ALONG CONTOUR (TYP) C-301 80

375

(H

G

fA

375

S (H

C)

EXISTING BEDROCK TRENCH

37

5

W

5. ALL SITE TRAFFIC AND EQUIPMENT IS NOT PERMITTED TO ENTER THE ASPHALT CAPPED HAZ. WASTE LANDFILL AREA OR C&D LANDFILL. LOADS SHALL BE MAINTAINED TO LESS THAN 10 PSI. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF THE EXISTING LANDFILL COVERS.

373

) B/D

X X

X

X

Ph B( HS G

X

X

X

X

X

X

X

X

X

X

376

X

372

D

371

D

DA-12

377

SG A/D

X

EIA (H

X

379

X X

375

X

X X

6. 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.

1 C-301

X

377

7. 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.

X

X

X

137' OF FILTER SOCK TO BE 1 C-301 INSTALLED ALONG CONTOUR (TYP)

X

X

X

(HS

Wf A

AUX

X

X

X

X

B-13

370

5

1 100' OF FILTER SOCK TO BE INSTALLED C-301

1

380

X

37

EU

6

M

X

EIA

X 5

4

379

7

X

0

X 3

38

DA-01

38

2

X

DA-02

X

5 37

X

X

6

37

GA /D) (HS GC )

378

EXISTING DRAINAGE DITCH

X

371

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

) B/D

X

(HS

1 C-301

X

X

ACCESS TO ASPHALT CAPPED LANDFILL AREA SHALL BE LIMITED DURING CONSTRUCTION (SEE NOTE 5)

/D)

GB

384

7. POST-CONSTRUCTION STORMWATER CONTROL DESIGN IS CURRENTLY UNDERWAY AND WILL BE INCORPORATED IN LATER REVISIONS.

X

X

379

DA-13

B-7

X

X

X

X

6 37

378 X

X

X

X

X

X

X

X

) B/ D

X

OHE X

CARACAS DRIVE

(H

SG

TEMPORARY STABILIZED SITE ENTRANCE

n M

X

X

2 C-300

X

E

X

X

376

X

OHE X

D)

OHE

X

n

M

SG (H

B/

OHE

X

OHE

X

OHE X

OHE X

OHE X

OHE X

2 C-300

OHE

OHE D

TEMPORARY STABILIZED SITE ENTRANCE

D

377 380

X

X

X

X OHE

X

D

A EI

(H

OHE

X

7

OHE

/D)

GA

HS IA (

OHE

X

SG

D) B/

OHE

D

OHE

OHE X

D

37

OHE

X

OHE

X

OHE

X

OHE

X

X

OHE

X

X

OHE

X

X

OHE

X

X

OHE

X

OHE

D

OHE

376

X

OHE

377

X

375

D

378

7

(HS

G

Mn

37

EIA

EXISTING UNPAVED DRIVE

X

Mn (HS G B/D)

)

X

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

OHE

OHE

OHE

OHE

OHE

0205399 SHOWN AUGUST 2025 SRG, JC SRG, JC SRG, ND ND

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

X

B-1

DA-03

X

3

B/

X

SG

X

38

RW-2

X

BcB (HSG D)

EIA (HSG B/D)

WfA (HSG C)

B/D)

X

A FOR REVIEW Rev. Description

H&A 08/11/25 By Date

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

EROSION AND SEDIMENT CONTROLS PLAN

OHE

377

0

60

120 SCALE IN FEET

180

240

C-201 Sheet:

06 of

10

X

LEGEND

X

SOLAR STUDY AREA

6

AUX

OHE

PARCEL BOUNDARY X

3 PROPOSED PERIMETER FENCE C-301

OHE

100 FT STREAM SETBACK X X

EU

EXISTING OVERHEAD ELECTRIC PROPOSED LIMITS OF DISTURBANCE / LIMITS OF TREE CLEARING

OHE

OHE

EU

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:

PROPOSED FILTER SOCK

TM MONTANTE SOLAR DEVELOPMENT, LLC

OHE

PROPOSED OVERHEAD ELECTRIC

2760 KENMORE AVE #101 TONAWANDA, NY14150

EU

PROPOSED UNDERGROUND ELECTRIC

X

PROPOSED PERIMETER FENCE

X

EU

PROPOSED 35' LONG 12"Ø REINFORCED CONCRETE PIPE CULVERT

OHE

PROPOSED SOLAR ARRAY (TYP) X

2 C-300

X

X

X

X

X

X

377

1 C-300

X

PROPOSED ACCESS DRIVE

X

376

EU

OHE

EU

378

X

OHE

EU X

2%

OHE

1+00

1+75

EU

0+00

EU

2%

X

1 OHE

NOTES

X

OHE

EU X

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

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

X

OHE

OHE OHE

X

X

X

X

X

X

X

1 C-301

X

2 PROPOSED ACCESS GATE C-301

OHE

X

PROPOSED FILTER SOCK

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

X

PROPOSED UTILITY POLE (TYP)

X

WORK IN PROGRESS - V.1

5

OHE

4 PROPOSED EQUIPMENT PAD C-300

OHE OHE

0

10

20 SCALE IN FEET

30

40

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.

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

DRAFT

OHE

0205399 SHOWN AUGUST 2025 SRG, JC SRG, JC SRG, ND ND

390

390

380

380

370 0+00

1+00 STATION IN FEET

EXISTING GRADE

ELEV. IN FEET

ELEV. IN FEET

PROPOSED GRADE

370 1+75

PROPOSED GENERAL FILL PROPOSED SUBGRADE A FOR REVIEW Rev. Description

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 PROFILE

H&A 08/11/25 By Date

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

PROPOSED ACCESS ROAD GRADING PLAN

C-202 Sheet:

07 of

10

36 5

WORK IN PROGRESS - V.1

LEGEND

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

DELINEATED WETLAND

365

366

LIMITS OF DISTURBANCE (17.5 ACRES)

X X

X

368

X

3

PROPOSED BALLASTED 3 SOLAR ARRAYS C-300

X

OHE

X

36

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

X

X

X

373 X

X

37

8

X

377

37

9

X

GRADING AND UTILITY INSTALLATION

X

X

SOLAR ARRAY INSTALLATION

380

405

7

OHE

Schedule TBD

INSTALL STABILIZED CONSTRUCTION ENTRANCES

Schedule TBD

CONDUCT TREE CLEARING INSTALL EQUIPMENT PAD

Schedule TBD

INSTALL UTILITY POLES

Schedule TBD

INSTALL ELECTRIC LINES

Schedule TBD

INSTALL SOLAR ARRAYS

Schedule TBD

INSTALL PERVIOUS SITE ENTRANCE

Schedule TBD

CONDUCT FINAL STABILIZATION

Schedule TBD

CONDUCT FINAL SITE INSPECTION

Schedule TBD

REMOVE EROSION AND SEDIMENT CONTROLS

Schedule TBD

PROPOSED UTILITY POLE

Schedule TBD PROPOSED LIMITS OF FILTER SOCK

7

FINAL SITE STABILIZATION

X

PROPOSED STAGING AREAS

X

X

OHE

X

X

X

37

2 PROPOSED 10-FT WIDE SWING GATE C-301

2

5 X

OHE

AUX

EU

X

PROPOSED 4 EQUIPMENT PAD C-300

37 X

X

X

OHE

7

378

X

X

X

X

378 OHE

X

X

X

X

OHE

X

375

8

37

379

X

X

X

OHE

X

X

X

X

X

X

X

X

X

X

377

X

X

X

EU

6

OHE

5

4

379

7

M D

EU

X

X

376

X

3

X

375

B-1

OHE

X

X

OHE

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

RW-1

38 5

OHE

X

X

378

378

377

OHE

X

X

X

B-13

370

376

X

X

379

X

X

X

X

X

X

X

X

OHE X

OHE

X

OHE

X

OHE

X

OHE

D OHE

D

OHE

OHE

OHE

377

76 3 OHE

OHE

OHE

OHE OHE

6 37

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE

2. A MINIMUM SETBACK OF 30 FEET TO BE ESTABLISHED AROUND ALL MONITORING WELLS WITHIN THE PROPOSED WORK AREA. 3. PROPOSED PERVIOUS ACCESS DRIVE TO BE PROTECTED DURING CONSTRUCTION. CONSTRUCTION TRAFFIC TO USE TEMPORARY CONSTRUCTION ACCESSES SHOWN ON SHEET C-201.

X

X

X

TEMPORARY STABILIZED SITE ENTRANCE

OHE

X

377

0

6. 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.

37 6

TEMPORARY STABILIZED SITE ENTRANCE

SEE PROPOSED SITE ENTRANCE INSET

7. POST-CONSTRUCTION STORMWATER CONTROL DESIGN IS CURRENTLY UNDERWAY AND WILL BE INCORPORATED IN LATER REVISIONS.

TEMPORARY STABILIZEDB-28A 2 SITE ENTRANCE C-300 OHE

384

B-18SR

139 CARACAS DRIVE WEBSTER, NY

B-28

PROPOSED SITE ENTRANCE INSET

B-18

MONTANTE XEROX SOLAR DEVELOPMENT DESIGN SUBMITTAL

OHE

376

7

H&A 08/11/25 By Date

PHASING PLAN

B-18A 37

A FOR REVIEW Rev. Description

OHE

2 C-300

OHE

38

NO DISTURBANCE ALLOWED WITHIN FOOTPRINT OF ASPHALT CAPPED HAZ. WASTE LANDFILL (SEE NOTE 3)

PROPOSED PERVIOUS ACCESS DRIVE TO BE PROTECTED DURING 1 2 CONSTRUCTION. SEE NOTE 7, THIS C-300 C-300 SHEET. SEE SHEET C-202 FOR GRADING AND PROFILE.

0205399 SHOWN AUGUST 2025 SRG, JC SRG, JC SRG, ND ND

5. 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. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF THE EXISTING LANDFILL COVERS.

OHE

CARACAS DRIVE

OHE

380

R-88

0 OHE

2 C-300

OHE

CARACAS DRIVE

X

X

376

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

377 X

X

X

OHE X

X

OHE X

X

OHE

X

X

X

OHE

X

OHE

X

OHE

X

OHE

X

X

OHE

X

X

OHE

X

X

OHE

376

CONNECTION TO EXISTING NGRID

X

OHE

377

OHE

378 D

OHE

OHE

B-7

X

OHE

X

X

6

37

OHE

5

OHE

1 38

X

37

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

X

AUX

M

380

EU

6

X

5

4

379

X

X

X

2

3

7

OHE

X

X

6

37 X

5 37

X

37

8

377

REMOVE SECTION OF EXISTING CHAIN LINK FENCE (SEE NOTE 4)

1. LANDFILL VENTS ARE TO BE PROTECTED DURING CONSTRUCTION.

37

RW-2

X

X

X

X

8

374

OHE

X

X

NOTES

374

375

373

2 37

X

X

DRAFT

D

6

37

39 0

371

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

W-4

D

371

EXISTING FENCE TO BE REMOVED

OHE

37

W-5

B-21DR

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

PROPOSED SITE ACCESS DRIVE

OHE

X

B-21IR

X

5

375

PROPOSED UNDERGROUND ELECTRIC

X

39

380

EU

OHE

X

37

6

PROPOSED OVERHEAD ELECTRIC

OHE

37 2

375

5

TREE CLEARING

INSTALL PERIMETER EROSION AND SEDIMENT CONTROLS

OHE

X X

37

37

OHE

X

INSTALL EROSION AND SEDIMENT CONTORLS

B-20A

B-20B

X

CONSTRUCTION PHASING

0 37

370 X

370

PROPOSED CHAIN LINK FENCE

5

376

X

NO SOIL DISTURBANCE ALLOWED WITHIN FOOTPRINT OF C&D LANDFILL (SEE NOTE 3) 41 0

36

B-20

400

PROPOSED LIMITS OF DISTURBANCE / LIMITS OF TREE CLEARING

OHE

1

374

B-21A

37 7

EXISTING C&D LANDFILL VENT

370

37

2760 KENMORE AVE #101 TONAWANDA, NY14150

APPROX. EXTENTS OF ASPHALT CAPPED HAZ. WASTE LANDFILL

X

100-FT SETBACK FROM STREAM

EXISTING MONITORING WELL APPROX. EXTENTS OF C&D LANDFILL

X

369

B-24A

B-21A

OHE

9

X

FILTER SOCK TO BE INSTALLED 1 AROUND ENTIRE WORK AREA PRIOR C-301 TO ANY GROUND DISTURBANCE

TM MONTANTE SOLAR DEVELOPMENT, LLC

OW-320N

70

B-24

B-24B

PREPARED FOR:

EXISTING BEDROCK TRENCH

2 C-301

PROPOSED ACCESS GATE

OHE

PROPOSED PERIMETER FENCE

DELINEATED STREAM

OHE

X

X

367

3 C-301

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

80

160 SCALE IN FEET

240

320

C-203 Sheet:

08 of

10

WORK IN PROGRESS - V.1

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.

DRAFT

NOTE

1

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

0205399 SHOWN AUGUST 2025 SRG, JC SRG, JC SRG, ND ND

A FOR REVIEW Rev. Description

H&A 08/11/25 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

10

WORK IN PROGRESS - V.1

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

1.

COMPOST FILTER SOCK

WOOD STAKE TO ONLY PENETRATE NETTING

2.

COMPOST FILTER SOCKS SHALL BE A MINIMUM 12" DIAMETER.

3.

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

4.

5.

FLOW

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

FINISH GRADE 6.

2"

COMPOST FILTER SOCKS ARE NOT TO BE USED IN CONCENTRATED FLOW SITUATIONS. ROUTINELY INSPECT COMPOST FILTER SOCKS AFTER EACH SIGNIFICANT RAIN, MAINTAINING WATTLES IN A FUNCTIONAL CONDITION AT ALL TIMES.

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

1 78" OD FRAME

TM MONTANTE SOLAR DEVELOPMENT, LLC

HINGE

DROP ROD

TRUSS ROD TRUSS ROD ADJUSTING UNIT

4'

TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS.

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.

1

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

2760 KENMORE AVE #101 TONAWANDA, NY14150

8'

8.

ACCESS GATE POSTS ARE TO UTILIZE CONCRETE FOOTINGS.

PREPARED FOR:

LATCH

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

9.

1.

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

7.

12" MIN.

NOTES:

1'

COMPOST FILTER SOCK

2

DOUBLE SWING ACCESS GATE DETAIL SCALE: NOT TO SCALE

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

DRAFT CHAIN LINK MATCH EXISTING MESH AND GAUGE TOP SELVAGE TWISTED

DOME TOP

TOP RAIL 1 - 5/8" OD

TENSION BAND 12" O.C.

0205399 SHOWN AUGUST 2025 SRG, JC SRG, JC SRG, ND ND

RAIL TIE

TENSION BAR

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

8'

BRACE BAND

BOTTOM SELVAGE KNUCKLED

HOG RING 18" O.C.

PERIMETER FENCE POSTS TO BE DRIVEN.

TRUSS ROD ADJUSTING UNIT

TENSION WIRE 7 GAUGE

TRUSS ROD ADJUSTING UNIT

4'

ADJUSTABLE TRUSS ROD 3 8" DIAMETER

A FOR REVIEW Rev. Description

10' MAX SPACING

H&A 08/11/25 By Date

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

3

DETAILS

C-301 Sheet:

10 of

10

Tonawanda, NY

2760 Kenmore Avenue Buffalo, NY 14150 (716) 876-8899 www.Montante.com www.MontanteSolar.com

Short Environmental Assessment Form Part 1 - Project Information Instructions for Completing Part 1 – Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the

application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1 – Project and Sponsor Information Name of Action or Project: Proposed Solar Project - 139 Caracas Drive

Project Location (describe, and attach a location map): 139 Caracas Drive, Webster, New York

Name of Applicant or Sponsor:

City/PO:

State:

Zip Code:

Buffalo

NY

14150

1.

Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no, continue to question 2.

NO

2. Does the proposed action require a permit, approval or funding from any other government Agency? no effect or not likely to adversely effect concurrence; NYSHPO no effect concurrence; NY If Yes, list agency(s) name and permit or approval: USFWS SPDES permit; NYSDEC wetland parcel jurisdictional determination; NYSDEC part 373 change in

NO

✔

use; town board/planning board approval; town special use permit; town building permit

3.

4. 5.

a. Total acreage of the site of the proposed action? b. Total acreage to be physically disturbed? c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor?

20 acres __________ __________ 1.9 acres

__________0 acres owned by Xerox Corporation

Check all land uses that occur on, are adjoining or near the proposed action: Urban

Rural (non-agriculture)

✔ Forest ✔ Agriculture □ □ Parkland

✔

Industrial ✔

✔ Aquatic

Commercial ✔ Other(Specify):

Page 1 of 3

Residential (suburban)

YES

YES

5.

Is the proposed action,

NO

a.

A permitted use under the zoning regulations? with a special use permit

b.

Consistent with the adopted comprehensive plan?

YES

N/A

NO

YES

YES

6.

Is the proposed action consistent with the predominant character of the existing built or natural landscape?

7.

Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area?

NO

If Yes, identify: ________________________________________________________________________________

✔

8.

NO a.

Will the proposed action result in a substantial increase in traffic above present levels?

b.

Are public transportation services available at or near the site of the proposed action?

c.

9.

Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed action? Does the proposed action meet or exceed the state energy code requirements?

YES

✔

✔

✔ NO

YES

NO

YES

If the proposed action will exceed requirements, describe design features and technologies: _____________________________________________________________________________________________ _____________________________________________________________________________________________ 10. Will the proposed action connect to an existing public/private water supply? If No, describe method for providing potable water: _________________________________________ No potable water is need for operation of the proposed facility. Portable restrooms will be utilized as needed during project construction. _____________________________________________________________________________________________

✔

11. Will the proposed action connect to existing wastewater utilities?

NO

YES

If No, describe method for providing wastewater treatment: ______________________________________ No wastewater will be generated as a result of project construction.

_____________________________________________________________________________________________ 12. a. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district which is listed on the National or State Register of Historic Places, or that has been determined by the Commissioner of the NYS Office of Parks, Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b. Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory? 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain wetlands or other waterbodies regulated by a federal, state or local agency? b. Would the proposed action physically alter, or encroach into, any existing wetland or waterbody? If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: _____________________ Construction activities will result in the placement of approximately 1,350 square feet (0.03 acre) of "permanent fill" in wetland areas _____________________________________________________________________________________________ from the use of geoballast foundations for the solar arrays. Installation of perimeter fence in wetland areas, approximately 470 linear feet (or 47 poles in total) driven in poles (non-jurisdictional wetland impact)

_____________________________________________________________________________________________

Page 2 of 3

✔ NO

YES

✔

✔ NO

YES

✔

14. Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply:

□Shoreline ✔□ Forest ✔ Wetland □ Urban

Agricultural/grasslands

✔ Early mid-successional

Suburban

15. Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or Federal government as threatened or endangered?

NO

None listed currently. USFWS IPaC indicates the proposed threatened monarch butterfly may be potentially present

✔

16. Is the project site located in the 100-year flood plan?

NO

YES

YES

✔ 17. Will the proposed action create storm water discharge, either from point or non-point sources? If Yes, a.

Will storm water discharges flow to adjacent properties?

NO

YES

✔

b. Will storm water discharges be directed to established conveyance systems (runoff and storm drains)? If Yes, briefly describe: _____________________________________________________________________________________________ Stormwater will be allowed to runoff from the project locations to adjacent ditches/roadways and existing stormwater management. _____________________________________________________________________________________________ Some limited stormwater may runoff to nearby streams or wetlands but the project will utilize a SWPPP and stormwater controls to mitigate sedimentation and erosion.

18. Does the proposed action include construction or other activities that would result in the impoundment of water or other liquids (e.g., retention pond, waste lagoon, dam)? If Yes, explain the purpose and size of the impoundment:______________________________________________ ____________________________________________________________________________________________ _ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste management facility? If Yes, describe:

NO

YES

✔ NO

YES

NO

YES

A portion of the project is located on a closed inactive, asphalt capped landfill, with closure completed under NYSDEC approved plans. The project is also located adjacent to Xerox Building 343 which is a former hazardous waste storage area for the Webster _______________________________________________________________________________ complex that was closed in June 2021 in compliance with a closure plan approved by the NYSDEC.

____________________________________________________________________________________________ 20.Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or completed) for hazardous waste? Webster campus, which is a NYSDEC RCRA Facility (Site If_ Yes, describe: The Project would be located within the larger Xerox _______________________________________________________________________________ Code 828178) for identified groundwater and soil contamination currently managed under a RCRA Part 373 Hazardous Waste _____________________________________________________________________________________________ Management Permit (No. 8-2654-00064/00040). As such, the Solar Project has been designed to minimize potential ground disturbances to the greatest extent feasible.

✔

I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE TM Montante Solar Developments LLC d/b/a/ Montante Solar 3/26/25 Applicant/sponsor/name: ____________________________________________________ Date: __________________________ _____________________ Director of Project Development Signature: _____________________________________________________Title:__________________________________

PRINT FORM

Page 3 of 3

EAF Mapper Summary Report

Wednesday, March 12, 2025 2:13 PM

Part 1 / Question 7 [Critical Environmental Area]

No

Part 1 / Question 12a [National or State Register of Historic Places or State Eligible Sites]

No

Part 1 / Question 12b [Archeological Sites]

No

Part 1 / Question 13a [Wetlands or Other Regulated Waterbodies]

Part 1 / Question 15 [Threatened or Endangered Animal]

No

Part 1 / Question 16 [100 Year Flood Plain]

No

Part 1 / Question 20 [Remediation Site]

Yes

1

Tonawanda, NY

2760 Kenmore Avenue Buffalo, NY 14150 (716) 876-8899 www.Montante.com www.MontanteSolar.com

Table of Contents

1. Introduction 2. Project Information 3. General Decommissioning & Notification Process 3.1 Equipment Removal 3.2 Environmental Effects 3.3 Site Restoration 3.4 Managing Materials & Waste 4. Costs of Decommissioning 5. Decommissioning Bond Abandonment Exhibit A: Project Site Plan Exhibit B: Decommissioning Bond Exhibit C: Equipment Warranties

2 3 3 4 4 5-6 6 7 7 8 Exhibit A Exhibit B Exhibit C

7MW-DC Solar Park 2, Grand Island, New York

1

1. Introduction

Webster Solar Garden LLC proposes to build a photovoltaic (PV) solar facility in the Town of Webster under New York State’s distributed generation remote net crediting program. The Solar Facility is planned to have a nameplate capacity of approximately 5.0 megawatts (MW) alternating current (AC) and be built on approximately 19 acres, (of a larger 128-acre parcel), of private land owned by Xerox Corporation (the “Site”). This Decommissioning Plan (“Plan”) provides an overview of activities that will occur during the decommissioning phase of a Solar Facility, including activities related to the restoration of land, the management of materials and waste, projected costs, and a decommissioning fund agreement overview. The Solar Facility will have a maturity date of twenty-five (25) years, with the possibility of two five (5) year extensions, (“Project Maturity Date”). The Solar Facility has an estimated useful lifetime of 35 years. This Plan assumes that a Solar Facility will be dismantled and the Site restored to a state similar to its preconstruction condition at the Project Maturity Date. The Plan also covers the case of the abandonment of a Solar Facility, for any reason, prior to the Project Maturity Date. Decommissioning of the Solar Facility will include the disconnection of the Solar Facility from the electrical grid and the removal of all Solar Facility components, including: • Photovoltaic (PV) modules, panel racking and supports • Inverter units, medium voltage equipment, and other electrical equipment related to the Project • Conduit, wiring cables, communications equipment, Project-owned utility poles • Concrete foundations This decommissioning plan is based on current best management practices and procedures and may be subject to revision based on new standards and emergent best management practices at the time of decommissioning. Permits will be obtained as required and notification will be given to stakeholders prior to decommissioning.

2

2. Project Information: Webster Solar Garden LLC Address: Tax ID: Project Size: Project Site Plan: Landowner: Lease: Initial Project Maturity Date:

750 Phillips Road, Webster NY 065.02-1-40.11 6.0 MW-dc/ 5.0 MW-ac Attached- Exhibit A Xerox 25-Year Lease, two optional 5-Year extensions 2051(25-Years after initial operation)

Webster Solar Garden LLC Daniel Montante, Owner 2760 Kenmore Ave., Buffalo NY 14150 716-876-8899 X121 dmontante@montante.com

Legal inquiries should be directed to: Blaine S. Schwartz, Partner Lippes Matthias 50 Fountain Plaza, Suite 1700 Buffalo NY 14202-2216 Phone: 716-853-5100 x1374 Email: bschwartz@lippes.com

3. General Decommissioning and Notification Process Prior to decommissioning, a Change in Use Notification will need to be filed with the New York State Department of Environmental Conservation (NYSDEC), as this site has ongoing monitoring and oversight by the Department. Any considerations, means and/or methods recommended by NYSDEC at the time of decommissioning will be incorporated into the Decommissioning Plan. After the Change in Use Notification is reviewed and accepted by NYSDEC, all necessary permits for the dismantling of the System will be procured including building permits through the Town of Webster. At the time of decommissioning the installed components will be removed, reused, disposed of, and recycled, where possible. The Facility Site will be restored to a state similar to its pre-construction condition. All removal of equipment will be done in accordance with any applicable regulations and manufacturer recommendations.

3

3.1 Equipment Dismantling and Removal- Order of Operations: Generally, the decommissioning of a Solar Facility proceeds in the reverse order of the installation: 1. The Solar Facility shall be disconnected from the utility power grid. 2. PV modules shall be disconnected, collected, and disposed of at an approved solar module recycler or reused, where possible. 3. All aboveground and underground electrical interconnection and distribution cables shall be removed and disposed of off-site by an approved facility. 4. Galvanized steel PV module support and racking system support posts shall be removed and recycled by an approved facility. 5. Electrical and electronic devices, including transformers and inverters shall be removed and disposed of off-site by an approved facility. 6. Concrete foundations shall be broken up, removed and disposed of off-site. 7. Fencing is a requirement of the NYSDEC Site Closure Plan for this landfill cap located on this parcel. Array fencing will either remain intact, or be dismantled and disposed of. Should it be dismantled, in its place new fencing shall be installed directly around the capped landfill and per required by NYSDEC. 3.2 Environmental Effects Decommissioning activities, particularly the removal of project components could result in environmental effects like those of the construction phase. For example, there is the potential for disturbance (erosion/sedimentation/fuel spills) to adjacent watercourses or significant natural features. Mitigation measures like those employed during the construction phase of the Solar Facility will be implemented, with a SWPPP or Sediment and Erosion Control Plan submitted to the Town Engineer for review and approval. Such mitigation measures will remain in place until the site is stabilized to ensure any potential erosion, silt/sediment runoff, or other impacts to the Facility Site, or the significant natural resources located adjacent. Due to the environmental legacy of this site, any exposed soils during System Decommissioning will be tested by an environmental monitor. Soils will remain on site, where possible, or spoils will be appropriately recorded, removed, and disposed of. Road traffic will temporarily increase due to the movement of decommissioning crews and equipment along with an increase in particle matter (dust) in adjacent areas during the decommissioning phase. Decommissioning activities may lead to temporary elevated noise levels from heavy machinery and an increase in trips to 4

the project location. Work will be undertaken during daylight hours and conform to any applicable noise and work restrictions. 3.3 Site Restoration Through the decommissioning phase, the Facility Site will be restored to a state similar to its pre-construction condition. All project components (see Table 1) will be removed. Rehabilitated lands may be seeded with a low-growing species such as clover to help stabilize soil conditions, enhance soil structure, and increase soil fertility. Table 1: Management of Excess Materials & Waste Material / W

Means of Managing Excess Materials and Waste

PV panels

If there is no possibility for reuse, the panels will be transported off-site to be sent back to the manufacturer, recycled, reused, or safely disposed offsite in accordance with current standards and best practices. These materials will be recycled off-site at an approved facility; most metals have salvage value The small amount of oil from the transformers will be removed on-site to reduce the potential for spills and will be transported to an approved facility for disposal. The substation transformer and step-up transformers in the inverter units will be transported off-site to be sent back to the manufacturer, recycled, reused, or safely disposed off-site in accordance with current standards and best practices. The metal components of the inverters, fans and fixtures will be disposed of or recycled, where possible. Remaining components will be disposed of in accordance with the standards of the day. The material will be removed from the project location by truck to a location where the aggregate can be processed for salvage. It will then be reused as fill for construction. It is not expected that any such material will be contaminated, however all gravel sampling will occur prior to removal to ensure. Should contamination be found, gravel will be removed and disposed of offsite at an approved facility. Concrete foundations will be broken down and transported by certified and licensed contractors to a recycling or approved disposal facility. It will then be reused as fill for construction. The electrical line that connects the substation to the point of common coupling will be disconnected and

Metal array mounting racks and steel supports Transformers and substation components

Inverters, fans, fixtures

Gravel (or other granular)

Concrete inverter/transformer Foundations Cables and wiring

5

Debris

disposed of at an approved facility. Support poles, if made of untreated wood, will be chipped for reuse. Associated electronic equipment (isolation switches, fuses, metering) will be transported off-site to be sent back to the manufacturer, recycled, reused, or safely disposed off-site in accordance with current standards and best practices. Any remaining debris on the site will be separated into recyclables/residual wastes and will be transported from the site and managed as appropriate.

3.4 Managing Materials and Waste During the decommissioning phase a variety of excess materials and waste (listed in Table 1) will be generated. Most of the materials used in a Solar Facility are reusable or recyclable. Any remaining materials will be removed and disposed of off-site at an appropriate facility. Contractor will prioritizing local manufacturers, subcontractors, waste firms, and recycling facilities to segregate material to be disposed of, recycled, or reused. Webster Solar Garden LLC will be responsible for the logistics of collecting and recycling the PV modules and minimizing the potential for modules to be discarded in municipal waste stream. Due to a recent increase in the use of solar energy technology, many panels from a variety of projects will be nearing the end of their lifespan. It is anticipated there will be more recycling options available for solar modules at that time. Disposing of the solar modules will be done using best management practices at the time of decommissioning.

1MW-DC Landfill, Tonawanda, New York

6

4. Costs of Decommissioning The costs below are the current estimated costs to decommission the Webster Solar Garden LLC Solar Facility. The salvage values of valuable recyclable materials (aluminum, steel, copper, etc) are not factored into the below costs. The scrap value will be determined on current market rates at the time of salvage.

Tasks

5.0 MWac Estimated Cost ($)

Remove Panels

$6,760

Remove Rack Wiring

$6,730

Dismantle Racks

$33,960

Remove and Load Electrical Equipment

$5,085

Break up Concrete Pads

$4,125

Remove Racks

$21,450

Remove Cable

$17,875

Remove Ground Posts and Power Poles

$38,100

Grading

$11,000

Seed Disturbed Areas

$1,500

Truck to Recycling Center

$6,190

Current Total

$152,775

Total After 25 Years (3% inflation rate)

$319,875

5. Decommissioning Bond A decommissioning bond will guarantee that monies are available to perform the facility decommissioning. The bond will be held by [insurance company] and will list the Town of Webster as a beneficiary on the decommissioning bond. Prior to project construction, bond with the value of $319,875 will be posted. Proof of Decommissioning Bond is attached in Exhibit B

7

5.1 Abandonment Before Maturity If the Solar Facility is not operational for longer than a 12-month consecutive operations period, the Facility will be considered to have been Abandoned. In case of Abandonment of the Solar Facility before its Project Maturity Date, the same decommissioning procedures as for decommissioning after ceasing operation will be undertaken and the same decommissioning and restoration program will be honored. The Town will have the ability to draw on the Project’s Decommissioning Bond and pay to have the Project Decommissioned.

6MW-DC Riverview Array, Tonawanda, New York

8

Tonawanda, NY

2760 Kenmore Avenue Buffalo, NY 14150 (716) 876-8899 www.Montante.com www.MontanteSolar.com

Operations and Maintenance (O&M) Plan 1. Overview This O&M Plan outlines the strategies and procedures for maintaining optimal performance, safety, and longevity of the 5 MW solar photovoltaic system. The plan includes preventative maintenance, corrective maintenance, monitoring, reporting, and safety protocols.

2. Project Description Project Name: Location: System Capacity: Racking Configuration: Modules: Inverters: Commissioning Date:

Webster Solar Garden LLC Caracas Drive, Webster NY (within Xerox Campus) 5 MW AC / 6.6 MW DC Ground-mounted, fixed-tilt VSUN 610W, Bifacial Panel Chint 275kW TBD

3. Goals of the O&M Program • • • • •

Ensure maximum system uptime and energy production Prolong the lifespan of system components Maintain safety for workers and the public Comply with local, state, and utility regulations Provide transparent reporting to stakeholders and owners

4. Scope of Services General Operations: •

•

Effective implementation and control of O&M activities including document management, equipment inventories, owners and operating manuals, and warranties Reliable process operations to achieve the optimum balance between cost of scheduled maintenance, yield, and cash flow through the life of the system

•

Specification of rules and provisions to ensure that maintenance is performed safely and efficiently

Regulatory & Environmental Compliance: • • • •

Comply with [state/county] electrical and environmental codes Maintain stormwater controls (SWPPP compliance) Ensure compliance with interconnection agreement and utility requirements Waste handling (e.g., module replacement or oil disposal) in accordance with NYSDEC or EPA guidelines

Monitoring & Performance Analysis: Webster Solar Garden LLC will have two monitoring platforms for redundancy. NYSERDA will have access to one of the monitoring portals and is able to pull reporting information. Webster Solar Garden LLC’s O&M team will have live “smart” reporting with both systems, which will send immediate alerts. Monitoring Platform(s): NYSERDA Community Solar Reporting: Owner/O&M Team Additional Monitoring:

AlsoEnergy Chint Energy Portal

Owner, Operator, and O&M Team shall have 24/7 Remote Access to monitoring portals & 24/7 Physical Access to site Alerts: Automated alerts for deviations in expected output, string-level faults, or inverter errors

avoid rutting, erosion, soil compaction and damage to pollinator and/or perennial plant species, weather forecasts will be consulted and on-site field inspections will be conducted prior to mowing or cutting to ensure that these practices occur when the site is able to withstand this type of activity. Mowing: Mowing is a three-step process. First, the mower or bush hog trims the large areas. Second, trimmers are used to cut around structural elements and other places the mower couldn’t reach. Finally, any vegetation that was thrown and stuck to the modules will be cleaned off. Site Inspection: During each maintenance visit, the site will be inspected for signs of erosion. Any areas of concern will be immediately communicated to the project owner/developer to evaluate and implement corrective measures. Should the contractor observe a non-typical condition or change in site conditions the project owner/developer will be immediately notified. Access Road Maintenance: During maintenance activities, the access road will be inspected and maintained to ensure that vegetative creep does not occur. This will include the mowing of at least a 3-foot strip paralleling each side of the road. Additionally, any observed vegetative creep within the road will be removed. Corrective Maintenance Corrective Maintenance will be triggered initiated upon detection of a failure or degradation through monitoring or inspection. Response Time: Emergency: Critical Failures (<50% System Down): Non-Critical Failures (>50% System Down)

Immediate <48 Hours <96 Hours

4. Emergency Management Prior to the commissioning of the solar site, Webster Solar Garden LLC will meet with the Fire Department and other local agencies to review emergency procedures. Any maintenance and emergency repair shall be performed by a qualified and licensed electrical contractor. Remote Site Monitoring: • The site will be monitored 24/7 using a remote DAS system o RG&E (Local Utility) has access to the system and is able to take the system offline immediately in case of an emergency o A local site contractor will be dispatched immediately in case of an emergency o In the case of an emergency threatening safety or loss of property, local emergency services will also be contacted Emergency Contractor Contact: Montante Solar Steven Erck, Vice President Cell: 716-609-0011 Email: serck@montante.com Webster Fire Department: FOR EMERGENCY DIAL 911 Distance from Site: Non-Emergency Phone: Address:

2.3 Miles 585-872-9526 35 South Ave., Webster NY 14580

O&M MAINTENACE SCHEDULE Webster Solar Garden LLC

Item #

Service

Service Description

Frequency

1. Monitoring, Reporting, and Inventory 1.1

Active Site Monitoring

Monitor inverters and meter output data for issues and alarms.

Daily

1.2

Annual Maintenance Plan (See Appendix A)

Provision of Annual Maintenance Plan, including baseline schedule for all maintenance services contemplated to occur in such year.

Annually

1.3

Monthly Reporting (See Appendix B)

Provide monthly operating report for the project including a summary of (i) operations; (ii) weather data, power and environmental attributes; (iii) Project performance; (iv) reports of any environmental or Site disturbances; (v) safety/accident reports; (vi) Non-Agreed Services; (vii) maintenance and inspection reporting; and (viii) any proposal of recommended maintenance for the upcoming month.

Monthly

1.4

Annual Reporting (See Appendix C)

Provide annual maintenance/inspection reports for the project for the preceding calendar year.

Annually

Provide written report (in .pdf format) on any event involving unplanned Services, personnel injury associated with the project or material damage to the project or any part thereof.

No later than five (5) business days after the occurrence, or immediately for OSHA recordable events, but no later than 24 hours.

1.5

Incident and Maintenance Reporting (See Appendix D)

Item #

1.6

1.7

Service

Service Description

Frequency

Security Incident Reporting (See Appendix E)

Notify Company following provider receiving information indicative of a security issue on site.

Immediately, but no later than 24 hours.

Maintain Spare Parts

Store, maintain, and replenish spare parts inventory at Company's expense. Inventory will be stored either onsite in an O&M storage structure or off-site at a centralized storage facility or warehouse.

As Needed

2. Site Property Inspection/Maintenance

2.1

Vegetation Management (See Appendix F)

Maintain vegetation and debris removal/control and landscaping, for all property within the fence line and all property immediately surrounding fencing (within reason), specifically ensuring vegetation does not encroach on modules.

3 X per year, April, July, and October

2.2

Weed Abatement

Remove all invasive weeds to prevent future growth.

3 X per year, April, July, and October

2.3

Perimeter and Fence Inspection

Inspect all fencing for signs of damage, intrusion, and overgrowth of vegetation. Inspect signage to ensure all originally installed signs are present and legible.

4 X per year, January, April, July, and October

2.4

Roads

Inspect all roads for soil erosion concerns.

3 X per year, April, July, and October

2.41

Roads

All access roads shall be plowed during the winter to allow for continued site access.

As Needed

2.5

Site Security

Inspect entire site for general vandalism or other signs of security related issues.

Monthly

2.6

Wildlife and Pest Management

Maintain site to address problematic wildlife matters including but not limited to nest and hive removal.

As Needed

Inspect all racking, racking mounts and conduits on racking for damage, corrosion, settling and stability.

1 X per year

3. DC Systems 3.1

Racking Inspection

Item #

Service

Service Description

Frequency

Module Inspections

Visually inspect 25% sampling of modules for soiling, breakage, delamination, discoloring, hot spots (only via aerial thermal audits), rotating sample areas annually to achieve 100% inspection every 4 years. Inspections may be done either on the ground or via aerial visual analysis and aerial thermal imaging. If systemic issues are identified, notify Company and propose a corrective action plan to be implemented as needed.

1 X per year

3.3

Broken Module Replacement

Replace modules that have previously been identified as broken (within reason) or identified as broken at the time of inspection. The cost of replacement modules (either for immediate use or to replenish spare parts) will be paid for by the Company as needed. The procurement of replacement modules is conditional to Company approval.

As Needed

3.4

Wire Inspection

Visually inspect for proper wire management and any possible damage on exposed conductors.

1 X per year

3.5

Combiner Box and Re-Combiner Inspections

Electrical/mechanical inspection of combiners & disconnects. Visually inspect bonding bushings and grounding, check for wire damage especially at entrance/exit locations, terminal corrosion, any discoloration, and inspect fuses for proper functionality. Remove insects/pest’s debris from all enclosures.

1 X per year

3.6

Combiner Box and Re-Combiner Torque Inspections

Confirm and correct terminal torque settings for both sides of all fuse holders, grounded (negative) terminal bar, grounding bar, PV output circuit and DC Disconnects.

1 X per year

Perform annual inverter preventative maintenance work for all inverters per manufacturer’s recommendations and manufacturer’s warranty requirements.

Per Manufacturer's Recommendations and Manufacturer’s Warranty Requirements

3.2

4. AC Systems

4.1

Inverters

Item #

Service

4.2

4.3

4.4

Service Description

Frequency

Inverter Air Filters and Transformer heat sinks

Inspect inverter air-filters and heat sinks, and clean or replace air filters if applicable.

2 X per year or Per Manufacturers Recommendations, whichever is more frequent.

Transformers

Visually inspect and clean all transformers per manufacturer recommendations, including but not limited to oil level measurement and clearing heat sink of debris.

1 X per year

AC Disconnect (if applicable)

Inspection of latches and seals on enclosure, verify proper operation of disconnect, visually inspect terminations and confirm and correct terminal torque settings. Check for signs of arcing.

1 X per year

Perform monitoring system maintenance per manufacturer’s specifications; verify orientation and attachment of pyranometers and module temperature sensors and MET station and verify back up power supply functionality.

1 X per year

5. DAS/SCADA Inspections

5.1

General DAS Inspection

5.2

Pyranometers

Clean pyranometer domes with a soft cloth.

All scheduled & unscheduled site visits

5.3

Pyranometer Calibration

Coordinate with Company to cause calibration of pyranometers per manufacturer’s specifications.

Per manufacturer specifications

5.4

Data/Instrument Accuracy and Communications Verification

Test MET station sensors (GHI and POA pyranometers, ambient temperature, back-of-module, anemometer, Revenue Grade Meter (including current transducers), and inverter direct.

1 X per year

IV Curve String Testing or Module Level Thermal Audits

100% IV Curve Testing on strings, or 100% Module Level Thermal Audits.

1 X per year

6. Testing

6.1

Item #

Service

Service Description

Frequency

6.2

Thermal Imaging

1 X per year

6.3

Transformer Oil Testing

Conduct transformer oil sampling and testing per nationally and/or internationally recognized testing standards.

1 X per two years

Point-to-Point Testing

For 5% random sampling of combiner boxes, inspect grounding from modules & rack to combiners for wear, corrosion, and secure connections, and test the point-topoint resistance between modules, rack and EGC per NETA-ATS 2013 Section 7.13; document location, measure resistance and record results. Investigate pointto-point resistance readings that exceed 0.5 ohms. Notify Company of any issues identified and propose a corrective action plan to be implemented as needed.

1 X per year

6.4

APPENDIX A SAMPLE MONTHLY REPORT

A

Monthly Operations and Maintenance Report Site Name Portfolio Name Month, Year Site Information System Size (kWdc): System Size (kWac): Final Completion Date: PTO Date: Inverter Type: Inverter Qty:

Actual vs Expected Production Meter Production P50 Production (kWh) (kWh)

Weather Adj. Expected Production (kWh)

Obs vs P50 Production (% Diff)

Date

Est. Loss (kWh)

Date Entered

Scheduled Date

Estimated Production Loss (kWh)

Observed Insolation (kWh/m2)

Obs vs P50 Insolation (% Diff)

P50 Insolation (kWh/m2)

Inverter Availability (%)

O&M Availability (%)

NREL Weather Adjusted OPR (%)

Completed Work Orders Work Order

Device

Remarks

Fix

Open Work Orders Work Order

Device

Problem Description

Health, Safety, Security & Environmental Events Type

Device

Date

Incident Description

Status

Yearly Summary to Date January

February

March

April

May

June

July

August

September

October

November

December

120% 100% 80% 60% 40% 20% 0% Obs vs P50 Insolation (% Diff)

Obs vs P50 Production (% Diff)

Monthly Operations and Maintenance Report

Site Name Portfolio Name Month, Year YTD Summary

Month

Meter Production (kWh)

P50 Production (kWh)

Weather Adj. Expected Production (kWh)

Obs vs P50 Production (% Diff)

Estimated Production Loss (kWh)

0

0

0

-

0

Observed Insolation (kWh/m2)

P50 Insolation (kWh/m2)

Obs vs P50 Insolation (% Diff)

Inverter Availability (%)

O&M Availability (%)

NREL Weather Adjusted OPR (%)

-

-

-

-

January February March April May June July August September October November December

YTD

0.00

0.00

* Site Availability is calculated at inverter level and excludes DAS/utility outages ** The NREL Weather Adjusted Operational Performance Ratio (OPR) is the measured energy compared to the modelled energy adjusted for weather conditions

APPENDIX B SAMPLE ANNUAL REPORT

B

Annual Operations and Maintenance Report

Site Name Portfolio Name YEAR YTD Summary

Month

Meter Production (kWh)

P50 Production (kWh)

Weather Adj. Expected Production (kWh)

Obs vs P50 Production (% Diff)

Estimated Production Loss (kWh)

0

0

0

-

0

Observed Insolation 2

(kWh/m )

P50 Insolation 2

(kWh/m )

Obs vs P50 Insolation (% Diff)

Inverter Availability (%)

O&M Availability (%)

NREL Weather Adjusted OPR (%)

-

-

-

-

January February March April May June July August September October November December

YTD

0.00

0.00

* Site Availability is calculated at inverter level and excludes DAS/utility outages ** The NREL Weather Adjusted Operational Performance Ratio (OPR) is the measured energy compared to the modelled energy adjusted for weather conditions

APPENDIX C SAMPLE INCIDENT REPORT

C

INCIDENT REPORT FORM Date & Time

Location

Incident Class

Investigation Affiliates

Test N/A N/A

Postion

Incident Summary

Incident Detail

Accident/Incident Cause

Corrective Actions

Root Casue

Contributing Factors

Additional Factors

Other

Other

Other

N/A N/A N/A

APPENDIX D SAMPLE SECURITY INCIDENT REPORT

D

SECURITY INCIDENT REPORT FORM Date & Time

Location

Incident Class

Investigation Affiliates

Test N/A N/A

Postion

Incident Summary

Incident Detail

Accident/Incident Cause

Corrective Actions

Root Casue

Contributing Factors

Additional Factors

Other

Other

Other

N/A N/A N/A

Tonawanda, NY

Exhibit E:

Major Equipment Data Sheets

2760 Kenmore Avenue Buffalo, NY 14150 (716) 876-8899 www.Montante.com www.MontanteSolar.com

MADE IN VIETNAM, manufacture by VIETNAM SUNERGY JOINT STOCK COMPANY

30 25 YEAR YEAR QUALITY ASSURANCE

POWER OUTPUT GUARANTEE

VSUN610-132BMH-DG VSUN610-120BMH-DG

VSUN605-120BMH-DG

VSUN600-120BMH-DG

VSUN595-120BMH-DG

610W

21.55%

Highest power output

Module d

2.0%

0.45%

First-year degradation warranty

Annual degradation over 30 years

ciency

ABOUT VSUN KEY FEATURES

Invested by Fuji Solar, VSUN SOLAR is a solar solution provider with headquartered in Tokyo, Japan that offers reliability, high e

PERC

MBB technology with Circular Ribbon

ciency solar products and technology globally. VSUN

is rated as BNEF Tier 1 PV module manufacturer, PVEL Lab "Best performer" and EcoVadis "Bronze Award".

Higher output power Half-cell Technology

PRODUCT CERTIFICATION

Positive tolerance offer Bifacial cells, converting more sunlight into electricity

WARRANTY

Better shading tolerance 100%

98%

Load certificates: wind to 2400Pa and snow to 5400Pa 90% 84.95%

Lower LCOE 80% Number of

5 years

10 years

PERC Bifacial

15 years

20 years

25 years

30 years

General Bifacial

MADE IN VIETNAM, manufacture by VIETNAM SUNERGY JOINT STOCK COMPANY

Electrical Characteristics at Standard Test Conditions(STC) VSUN610-120BMH-DG

Module Type

VSUN605-120BMH-DG

VSUN600-120BMH-DG

VSUN595-120BMH-DG

610

605

600

595

41.82

41.65

41.48

41.3

18.69

18.62

18.57

18.51

34.73

34.56

34.39

34.21

17.57

17.51

17.45

17.4

Module Efficiency

21.55%

21.38%

21.20%

21.02%

Standard Test Conditions (STC): irradiance 1,000 W/m²; AM 1,5; module temperature 25°C. Pmax Sorting : 0~5W. Measuring Tolerance: ±3%. Remark: Electrical data do not refer to a single module and they are not part of the offer. They only serve for comparison among different module types.

Electrical Characteristics with different rear side power gain(reference to 605 front) Pmax (W)

Voc (V)

Isc (A)

Vmpp (V)

Impp (A)

Pmax gain

635

41.65

19.55

34.56

18.39

5%

666

41.65

20.48

34.56

19.26

10%

724

41.73

22.34

34.48

21.01

20%

755

41.73

23.28

34.48

21.89

25%

Material Characteristics

System Design

Dimensions

2172×1303×35mm (L×W×H)

Maximum System Voltage [V]

1500

36.4kg

Series Fuse Rating [A]

30

Silver anodized aluminum profile

Bifaciality

70%±10%

AR-coating Semi-toughened glass, 2.0mm

Fire Rating

Class C for IEC and TYPE 29 for US

Cell Encapsulation

EVA (Ethylene-Vinyl-Acetate) or POE

PV module classification

Back Glass

Glazed & Semi-toughened glass, 2.0mm

Temperature Range

Weight Frame Front Glass

12×10 pieces monocrystalline solar cells series

Cells

strings IP68, 3 diodes

Junction Box

Class II -40 °C to + 85 °C

Maximum Surface Load

5,400 Pa

Application class

Class A

Cable

Maximum diameter of 25 mm with

Withstanding Hail

by Zhejiang Zhonghuan Sunter PV Technology Co., Ltd.)

Packaging

impact speed of 23 m/s

Temperature Characteristics

Dimensions(L×W×H)

1325×1125×2510mm

NOCT

Container 20'

/

Voltage Temperature Coefficient

-0.25%/°C

Container 40'

/

Current Temperature Coefficient

+0.04%/°C

Container 40'HC

540

Power Temperature Coefficient

-0.34%/°C

Dimensions

45°C(±2°C)

IV-Curves

Note:mm

B A-A Frame

B

11

A

AM1.5,1000W/M

2

10℃, Pmpp=642W 25℃, Pmpp=611W 40℃, Pmpp=580W 55℃, Pmpp=548W 70℃, Pmpp=516W

16

12

600

35

500

8

D

B-B Frame 11

400 300 200

4

100 0

0

10

20

30

40

Voltage/V

0

0

10

20

30

40

Voltage/V 13

C-Mounting Hole 8 place 9

C

2

1000W/M

500

1264±2

BACK VIEW

BACK VIEW

400

400W/M2

300

200W/M2

200

4 100

0

1303±2

600

2

600W/M

12

8

D-Mounting Hole 4 place 7

25℃

2

800W/M

16

0

10

20

30

40

0

Voltage/V Excellent performance under weak light condition.

APASOLAR.COM

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The galvanized steel wire box is delivered to the site over 70% pre-assembled. Simply unfold the box, install the spiral wires and connect the anchor tubes. The Geoballast foundation is then fully assembled and can be moved to the proper position in the row and filled with quarry rock. It’s easy to assemble, stage, and stringline.

The Geoballast Foundation was developed after years of installing ballasted solar projects. Concrete, whether pre-cast or pour in place, proved to be an expensive and time-consuming method. Our innovative engineering and R&D teams developed a revolutionary process for ballasted projects. The goal was to remove all concrete and take the idea of a standard gabion basket and engineer it to excel as a ballast solution. Our highly engineered Geoballast box has the fastest installation time available, and is one of the most cost effective products on the market.

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419.267.5280 // SALES@APASOLAR.COM

WHY USE A GEOBALLAST FOUNDATION? TELESCOPING POST Both posts have adjustable positions to match site requirements.

PRE-ASSEMBLED BASKET The ballast is shipped 70% assembled, which allows for lower labor cost and quick deployment.

SIMPLE SETUP PROCESS Place folded ballast basket on the ground Unfold basket and insert lower tube Install spiral retainers and u-bolt connections Place in desired location and fill with quarry rock

STANDARD QUARRY ROCK Rock can be sourced from local quarries to reduce shipping costs.

TM

419.267.5280 // SALES@APASOLAR.COM

Datasheet

275kW/275kVA, 1500Vdc String Inverters for North America

CPS SCH275KTL-DO/US-800 The 275kW high power CPS three phase string inverters are designed for ground mount applications. The units are high performance, advanced and reliable inverters designed specifically for the North American environment and grid. High efficiencies, wide operating voltages, broad temperature ranges and NEMA Type 4X enclosure enable this inverter platform to operate at high performance across many applications. The SCH275KTL inverters include 12 MPPTs and are available with either 36 fused PV string inputs or 24 unfused PV string inputs. The CPS FlexOM solution enables communication, controls and remote product upgrades.

Key Features ◼

NFPA 70, NEC 2017 compliant

◼

Touch safe DC Fuse holders adds convenience and safety

◼

Protection Functions for enhanced reliability and safety

◼ ◼

CPS FlexOM Gateway enables remote FW upgrades Integrated DC disconnect switch

CHINT POWER SYSTEMS AMERICA 2021/05-MKT NA

◼

12 MPPTs with 36 fused inputs or 24 unfused inputs

◼

Full power capacity up to 42°C

◼

Copper and Aluminum compatible AC connections

◼

Standard 5 year warranty with extensions to 20 years

◼

NEMA Type 4X outdoor rated, tough tested enclosure

Chint Power Systems America 6800 Koll Center Parkway, Suite 235 Pleasanton, CA 94566 Tel: 855-584-7168 Mail: AmericaSales@chintpower.com Web: www.chintpowersystems.com

Technical Data Model Name DC Input

CPS SCH275KTL-DO/US-800 1500V

Max. DC Input Voltage Operating DC Input Voltage Range

500-1500Vdc

Start-up DC Input Voltage / Power

600Vdc / 300W 12

Number of MPP Trackers

880-1300Vdc

MPPT Voltage Range @ PF>0.991 Max. PV Short-Circuit Current

600A, 50A per MPPT

Number of DC Inputs

36 Fused Inputs, 3 per MPPT or 24 Non-Fused Inputs, 2 per MPPT (determined by SKU)

DC Disconnection Type

Load-rated DC switches Type II

DC Surge Protection AC Output Rated AC Output Power @ PF>0.99

275kW

Max. AC Apparent Power

275kVA

Rated Output Voltage

800Vac

Output Voltage Range 2 Grid Connection Type

704-880Vac 3-Phase / PE 198.5A

Max. AC Output Current @800Vac Rated Output Frequency

60Hz

Output Frequency Range 2 Power Factor

57 - 63Hz >0.99 (±0.8 adjustable)

Current THD @ Rated Load

<3%

Max. Fault Current Contribution (1 Cycle RMS)

215.2A

Max. OCPD Rating

250A

AC Surge Protection System and Performance

Type II

Max. Efficiency

99.0%

CEC Efficiency

98.5% 5W

Stand-by / Night Consumption Environment

NEMA Type 4X

Enclosure Protection Degree Cooling Method Operating Temperature Range 3 Operating Humidity Operating Altitude Audible Noise Display and Communication

Variable speed cooling fans -22°F to +140°F / -30°C to +60°C (derating from +107°F / +42°C) 0 to 100% 8202ft / 2500m (no derating) <80dBA @ 1m and 25°C

User Interface and Display

LED indicators, WiFi + APP

Inverter Monitoring

Modbus RS485 / PLC / CAN

Site Level Monitoring

CPS FlexOM (1 per 32 inverters) SunSpec / CPS

Modbus Data Mapping Remote Diagnostics / FW Upgrade Functions Mechanical Dimensions (HxWxD)

Standard / (with FlexOM Gateway) 26.8 x 41.3 x 15.7in (680 x 1050 x 400mm) Approx. 260lbs / 118kg

Weight

Vertical installation

Mounting / Installation Angle AC Termination

Stud Type Terminal (Wire range: 3/0AWG – 600kcmil AL/CU, Lugs not supplied)

DC Termination

36 Fused Input: Screw Clamp Fuse Holder (Wire range: #14 - #6 AWG CU) 24 Non-Fused Input: Screw Clamp Terminal (Wire range: #14 - #8 and #6 - #4 AWG CU)

Fused String Inputs (3 per MPPT) 4 Safety Certifications and Standards

20A fuses provided (Fuse values up to 30A acceptable) UL1741SA-2018, CSA-22.2 NO.107.1-01, IEEE1547-2018, FCC PART15

Selectable Grid Standard

IEEE 1547-2018, CA Rule 21, ISO-NE, HECO Rule 14H

Smart-Grid Features Protection Functions

Volt-RideThru, Freq-RideThru, Ramp-Rate, Specified-PF, Volt-Var, Freq-Watt, Volt-Watt

Reactive Power at Night

Yes

IV Curve Tracing

Yes

Insulation Resistance Monitoring

Yes

Onboard Fault Oscillography

Yes

PV String Current Monitoring

Yes

Residual Current Monitoring

Yes

Input Reverse Polarity Protection

Yes

Output Overcurrent Protection

Yes

Output Short-Circuit Protection

Yes

Output Overvoltage Protection DC Arc-Fault Protection Warranty Standard Extended Terms 1) See user manual for further information regarding MPPT Voltage Range when operating at non-unity PF 2) The "Output Voltage Range" and "Output Frequency Range" may differ according to the specific grid standard. 3) See user manual for further requirements regarding non-operating conditions. 4) Fused string inputs only applicable to the SCH275KTL 36 input model.

Yes Optional 5 Years 10, 15 and 20 years

Tonawanda, NY

2760 Kenmore Avenue Buffalo, NY 14150 (716) 876-8899 www.Montante.com www.MontanteSolar.com

NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Fish, Wildlife and Marine Resources | Region 8 Bureau of Habitat 6274 East Avon-Lima Road | Avon, NY 14414-9516 Phone: (585) 226-2466 | Fax: (585) 226-2830

Freshwater Wetlands Determination NAME

James Pippen ORGANIZATION

Haley & Aldrich

WETLAND ID#

DATE INVESTIGATION CONDUCTED

As delineated by H&A, Xerox Property Tax ID 065.02-1-40.111

8/7/2025

WETLAND LOCATION TOWN:

Webster

COUNTY:

Monroe

STREET ADDRESS

260 E. Main Street, suite 2100 CITY - VILLAGE - TOWN

STATE

ZIP CODE

Rochester

NY

1464

RE:

Wetlands KLA, KLB, and KLC Xerox Property Tax ID 065.02-1-40.111

This letter is in response to your inquiry regarding the applicability of Article 24 (Freshwater Wetland Act) regulations to the parcel of land in question. An investigation was conducted and, based on this determination, the Department of Environmental Conservation finds that the statements checked below apply to the subject property:

☐

A regulated Freshwater Wetland is located on or within 100 feet of this property, and regulated activities in the wetland or within the 100-foot adjacent area are subject to permit requirements.

☒

No regulated Freshwater Wetland is currently mapped on or within 100 feet of this property. Therefore, no New York Environmental Conservation Law Article 24 Freshwater Wetland permit is required at this time.

☐

The project, as described, is within 100 feet of a regulated wetland, and a wetland permit will be required prior to the commencement of the proposed project. Information about Freshwater Wetlands and regulated activities can be found on the Department’s Freshwater Wetlands web page: http://www.dec.ny.gov/lands/4937.html

☐

The property contains a regulated wetland and/or is within 100 feet of a wetland boundary, but the described project is located outside the regulated area and will not require a wetland permit.

☐

Please contact the U.S. Army Corps of Engineers (Buffalo office) at 716-879-4330 regarding any federally protected wetlands in the vicinity. http://www.lrb.usace.army.mil/Missions/Regulatory.aspx

☐

The boundary of the regulated wetland located on this property has been precisely delineated as follows:

This determination is to confirm the Wetland delineation submitted by Kim Lodge and James Pippin of Haley & Aldrich. The Lodge & Pippen study identifies 3 wetlands all within three wetlands (KLA, KLB, and KLC). BEH staff has completed a “desktop’ evaluation of the proposed project area and determined that all three wetlands are within 50M of each other. The total acreage of the three delineated wetlands is 4.1ac. The wetland outside of the study area does not appear to be greater that 3ac for a total wetland acreage of approximately 7±ac. The parcel Jurisdiction Determination for parcel - 065.02-1-40.111 indicate that there are regulated wetlands of unusual importance (Urban are) on the parcel. Regional staff has determined that the wetlands within the study/ project area are not within an urban area and all wetlands combined are less than 12.4 acers. As the wetland are not 12.4ac in size and do not meet the unusual importance criteria it has been determine that the Department does not have Article 24 Freshwater Wetlands Jurisdiction of the wetlands identified as KLA, KLB, and KLC. This determination is valid for a period of 5 years (Through August 5, 2030).

SIGNED:

08/07/2025

TITLE:

Biologist 2, R8 Manger BEH

Department wetland field delineations remain in effect for a period of five years, after which they are subject to revision at the Department’s discretion, due to changing site conditions. Measurements of the 100-foot adjacent area are done horizontally upland from the wetland boundary, not along the ground surface. Identification of the adjacent-area boundary, if done, is the responsibility of the landowner or project sponsor.

DEPARTMENT OF THE ARMY U.S. ARMY CORPS OF ENGINEERS BUFFALO DISTRICT 478 MAIN STREET BUFFALO, NY 14202-3278

July 10, 2025 Regulatory Branch SUBJECT: Transmittal Department of the Army No. LRB-2025-00319, Nationwide Permit No. 51 as Published in the Federal Register, Volume 86, No. 8 on Jan. 13, 2021.

TM Montante Solar Development, LLC Katie Soscia 2760 Kenmore Ave Tonawanda, NY 14150 Dear Ms. Soscia: This pertains to your application for a Department of the Army permit to discharge fill material (3 ft. x.2 ft. x 2 ft. tall, geoballasts) into 0.03 acre of federally regulated wetlands and 0.01acre of federally regulated ditches for the construction of a solar PV system on a 20 acre parcel located at 139 Caracas Drive in the Town of Webster, Monroe County New York. See Sheets 1-5 of 5 attached. I have evaluated the impacts associated with your proposal, and have concluded that they are authorized by the enclosed Nationwide Permit (NWP) provided that the attached conditions are satisfied. Verification of the applicability of this NWP is valid until March 14, 2026 unless the NWP is modified, suspended, revoked, or the activity complies with any subsequent permit modification. Please note in accordance with 33 CFR part 330.6(b), that if you commence or are under contract to commence an activity in reliance of the permit prior to the date this NWP expires, is suspended or revoked, or is modified such that the activity no longer complies with the terms and conditions, you have twelve months from the date of permit modification, expiration, or revocation to complete the activity under the present terms and conditions of the permit, unless the permit has been subject to the provisions of discretionary authority. It is your responsibility to remain informed of changes to the NWP program. A public notice announcing any changes will be issued when they occur and will be available for viewing at our website: http://www.lrb.usace.army.mil/Missions/Regulatory.aspx. Finally, note that if your activity is not undertaken within the defined period or the project specifications have changed, you must immediately notify this office to determine the need for further approval or reverification. Your initiation of work as authorized by the enclosed NWP acknowledges your acceptance of the general and special conditions contained therein. This affirmation is limited to the

-2-

-3-

Questions pertaining to this matter should be directed to me at (716) 879-4121 by writing to the following address: U.S. Army Corps of Engineers Regulatory Branch 478 Main Street Buffalo NY 14202 or by e-mail at: Ernest.A.Francisco@usace.army.mil. Sincerely,

U.S. Army Corps of Engineers (USACE) NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND

Form Approved -

REQUEST FOR APPEAL

OMB No. 0710-0003

For use of this form, see Section 404 of the Clean Water Act, Section 10 of the Rivers and Harbors Act of 1899, and Section 103 of the Marine Protection, Research, and Sanctuaries Act; the proponent agency is CECW-COR.

Expires 2027-10-31

DATA REQUIRED BY THE PRIVACY ACT OF 1974 Authority

The authorities for requesting this information are Sections 9, 10, 13, and 14, Rivers and Harbors Act of March 3, 1899; Section 404, Clean Water Act; and Section 103 Marine Protection Research and Sanctuaries Act of 1972.

Principal Purpose This information serves as notification to affected parties regarding the USACE administrative appeal options and process, as well as to facilitate requests for appeal of USACE decisions with which they disagree. Routine Uses

Disclosure

Disclosure of this information is voluntary on your part. However, failure of individual to provide requested information could result in inability to determine all pertinent information regarding a Department of the Army permit matter. The Agency Disclosure Notice (ADN)

The Public reporting burden for this collection of information, 0710-0003, is estimated to average 1 hour per response, including time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate or burden reduction suggestions to the Department of Defense, Washington Headquarters Services, at whs.mc-alex.esd.mbx.dd-dod-information-collections@mail.mil. Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. PURPOSE: This form is used to facilitate the initiation of the administrative appeals process. The appeals process allows an affected party to pursue an administrative appeal of certain Corps of Engineers decisions with which they disagree. Upon release, this form will also be available on the Corps website https://www.usace.army.mil/Missions/Civil-Works/Regulatory-Program-and-Permits/ Applicant:

TM Montante Solar Development, LLC

Documents Attached (select all that apply): INITIAL PROFFERED PERMIT (Standard Permit or Letter of Permission)

A

PROFFERED PERMIT (Standard Permit or Letter of Permission)

B

PERMIT DENIAL WITHOUT PREJUDICE

C

PERMIT DENIAL WITH PREJUDICE

D

APPROVED JURISDICTIONAL DETERMINATION

E

PRELIMINARY JURISDICTIONAL DETERMINATION

F SECTION I

The following identifies your rights and options regarding an administrative appeal of the above decision. Additional information may be found at https://www.usace.army.mil/Missions/Civil-Works/Regulatory-Program-and-Permits/appeals/ or Corps regulations at 33 CFR Part 331. A: INITIAL PROFFERED PERMIT: You may accept or object to the permit ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below.

ENG FORM 6287, OCT 2024

PREVIOUS EDITIONS ARE OBSOLETE.

Page

1 of

3

B: PROFFERED PERMIT: You may accept or appeal the permit ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice.

D: PERMIT DENIAL WITH PREJUDICE: You may appeal the permit denial You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice.

E: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information for reconsideration ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice means that you accept the approved JD in its entirety and waive all rights to appeal the approved JD. APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. RECONSIDERATION: You may request that the district engineer reconsider the approved JD by submitting new information or data to the district engineer within 60 days of the date of this notice. The district will determine whether the information submitted qualifies as new information or data that justifies reconsideration of the approved JD. A reconsideration request does not initiate the appeal process. You may submit a request for appeal to the division engineer to preserve your appeal rights while the district is determining whether the submitted information qualifies for a reconsideration. F: PRELIMINARY JURISDICTIONAL DETERMINATION: Not appealable You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may provide new information for further consideration by the Corps to reevaluate the JD. POINT OF CONTACT FOR QUESTIONS OR INFORMATION: If you have questions regarding this decision you may contact: Name:

Andy Francisco

USACE Buffalo District, Regulatory Branch Street Address, 478 Main Street City, State: Buffalo, NY 14202

If you have questions regarding the appeal process, or to submit your request for appeal, you may contact: Name:

Suzanne Chubb, Regulatory Program Manager

USACE, Great Lakes & Ohio River Division Street Address, 550 Main Street, Room 10-780, CELRD-PD-O City, State: Cincinnati, Ohio 45202-3222

Phone:

716-879-4121

Phone:

(513) 218-1243

Email:

ernest.a.francisco@usace.army.mil

Email:

suzanne.l.chubb@usace.army.mil

ENG FORM 6287, OCT 2024

Page

2 of

3

Telephone number

Signature of appellant or agent

Date

ENG FORM 6287, OCT 2024

Page

3 of

3

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM 30-JUN-2024 BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PJD: 10-JUL-2025 B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Soscia, Katie Tm Montante Solar Development Llc 2760 Kenmore Ave Tonawanda, NY 14150 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: LRB, TM Montante Solar Development LLC - 139 Caracas Drive Solar Project , LRB-2025-00319 D. PROJECT LOCATION AND BACKGROUND INFORMATION: (USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR AQUATIC RESOURCES AT DIFFERENT SITES) State: NY County/Parish/Borough: Monroe County City: Center coordinates of site (lat/long in degree decimal format): Lat.: 43.231944o Long.: -77.404167o Universal Transverse Mercator: 18 Name of nearest waterbody: Fourmile Creek E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): Office (Desk) Determination. Date: July 8, 2025 Field Determination. Date(s):

TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY JURISDICTION. Site Number

East Ditch North Ditch A North Ditch B Stream KL3 West Ditch Wetland KLA Wetland KLB Wetland KLC Wetland KLC (PEM)

Latitude (decimal degrees)

Longitude (decimal degrees)

Estimated amount of aquatic resource in review area (acreage and linear feet, if applicable)

Type of aquatic resource (i.e., wetland vs. nonwetland waters)

43.232926 43.233956 43.233746 43.234314 43.23292 43.232952 43.233481 43.233886 43.23349

-77.410216 -77.411184 -77.41087 -77.412757 -77.41298 -77.412837 -77.412002 -77.413172 -77.41342

225 feet 600 feet 185 feet 1625 feet 260 feet 0.27 acres 0.94 acres 0.93 acres 2.04 acres

Non-wetland waters Non-wetland waters Non-wetland waters Non-wetland waters Non-wetland waters Wetland Wetland Wetland Wetland

Geographic authority to which the aquatic resource "may be" subject (i.e., Section 404 or Section 10/404) Section 404 Section 404 Section 404 Section 404 Section 404 Section 404 Section 404 Section 404 Section 404

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an approved JD (AJD) for that review area based on an informed decision after having discussed

1

Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action. Page 1 of 3

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM 30-JUN-2024 the various types of JDs and their characteristics and circumstances when they may be appropriate. 2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other general permit verification requiring "pre-construction notification" (PCN), or requests verification for a non-reporting NWP or other general permit, and the permit applicant has not requested an AJD for the activity, the permit applicant is hereby made aware that: (1) the permit applicant has elected to seek a permit authorization based on a PJD or no JD whatsoever, which do not make an official determination of jurisdictional aquatic resources; (2) the applicant has the option to request an AJD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an AJD could possibly result in less compensatory mitigation being required or different special conditions; (3) the applicant has the right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit authorization; (4) the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever mitigation requirements the USACE has determined to be necessary; (5) undertaking any activity in reliance upon the subject permit authorization without requesting an AJD constitutes the applicant's acceptance of the use of the PJD or reliance on no JD whatsoever; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of USACE permit authorization based on a PJD or no JD whatsoever constitutes agreement that all aquatic resources in the review area affected in any way by that activity will be treated as jurisdictional, and waives any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD or a PJD, the.JD will be processed as soon as practicable. Further, an AJD, a proffered individual permit (and all terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it becomes appropriate to make an official determination whether geographic jurisdiction exists over aquatic resources in the review area, or to provide an official delineation of jurisdictional aquatic resources in the review area, the USACE will provide an AJD to accomplish that result, as soon as is practicable. This PJD finds that there “may be” waters of the U.S. and/or that there “may be” navigable waters of the U.S. on the subject review area, and identifies all aquatic features in the review area that could be affected by the proposed activity, based on the following information: SUPPORTING DATA. Data reviewed for PJD (check all that apply) Checked items should be included in subject file. Appropriately reference sources below where indicated for all checked items: _x__ Maps, plans, plots or plat submitted by or on behalf of the PJD requestor: Map: Wetland Delineation Map included with Wetland Delineation Report, Haley & Aldrich, Nov. 6, 2024 (WDR). _x__ Data sheets prepared/submitted by or on behalf of the PJD requestor. _x__ Office concurs with data sheets/delineation report. ___ Office does not concur with data sheets/delineation report. Rationale: ____________________. ___ Data sheets prepared by the Corps: ____________________________. ___ Corps navigable waters' study: ____________________________. ___ U.S. Geological Survey Hydrologic Atlas: ____________________________. 1

Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action. Page 2 of 3

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM 30-JUN-2024 _x__ USGS NHD data. ___ USGS 8 and 12 digit HUC maps. _x__ U.S. Geological Survey map(s). Cite scale & quad name: _1:24K, Webster__________. _x__ USDA Natural Resources Conservation Service Soil Survey. Citation: __WDR________________________. _x__ National wetlands inventory map(s). Cite name: _USACE ORM Data layer & WDR__________. ___ State/Local Wetland Inventory map(s): ____________________________. ___ FEMA/FIRM maps: ____________________________ ___ 100-year Floodplain Elevation is: _______________. (National Geodetic Vertical Datum of 1929) ___ Photographs: _x__ Aerial (Name & Date): _Google Earth, all available years__. ___ or _x__ Other (Name & Date): __WDR, Nov. 6, 2024_. ___ Previous determination(s). File no. and date of response letter: __________________________. ___ Other information (please specify): ____________________________. IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the USACE and should not be relied upon for later jurisdictional determinations.

Name of Regulatory Staff Member Completing PJD Andy Francisco Name of Person Requesting PJD

Date

Signature of Regulatory Staff Member Completing PJD

July 10, 2025 Date

_________________________________ Signature of Regulatory Staff Member Completing PJD

Signature of Person Requesting PJD (REQUIRED, unless obtaining the Signature is Impracticable

_________________________________ Signature of Person Requesting PJD (REQUIRED, unless obtaining the signature is impracticable)1

1

Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action. Page 3 of 3

COMPLETION FORM / COMPLIANCE CERTIFICATION Each permittee who receives a Nationwide Permit (NWP) verification letter from the Corps must provide a signed certification documenting completion of the authorized activity and any compensatory mitigation. APPLICANT: Katie Soscia TM Montante Solar Development LLC 2760 Kenmore Ave Tonawanda, NY 14150

Upon completion of the activity authorized by this permit and any required compensatory mitigation sign this certification and return it to the address listed below within 30 days of project completion. Please note that your permitted activity is subject to a compliance inspection by a U.S. Army Corps of Engineers representative. If you fail to comply with this permit you are subject to permit suspension, modification, revocation, and/or assessment of administrative penalties. The permittee shall certify the completion of the authorized work and mitigation: a. The authorized work was done in accordance with the NWP authorization, including any general, regional, or activity specific conditions. b. The implementation of any required compensatory mitigation was completed in accordance with the permit conditions. If credits from a mitigation bank or in-lieu fee program are used to satisfy the compensatory mitigation requirements, this certification must include the documentation required by 33 CFR 332.3(1)(3) to confirm that the permittee secured the appropriate number and resource type of credits. __________________________________________ TM Montante Solar Development LLC; Katie Soscia

_________________________________________ Date

Compliance Coordinator Regulatory Branch U.S. Army Corps of Engineers 478 Main St Buffalo, NY 14202

Tonawanda, NY

2760 Kenmore Avenue Buffalo, NY 14150 (716) 876-8899 www.Montante.com www.MontanteSolar.com

OWNER’S AFFIDAVIT

(Sign and return if property owner is different than applicant)

I,

Sate) ave?

/

_do hereby certify that | am an owner and/or contract purchaser

of property involved in this request and that the foregoing statements, answers and supporting documentation submitted are in all respects true and correct to the best of my knowledge and belief. If this application is granted approval, all actions shall be in accordance with the terms of that

approval.

On behalf of Xerox Corporation

-

John Barrett

/

NAME OF PROPERTY BUSINESS OWNER

JRE/OF PROPERTY/BUSINESS OWNER arch 24, 2025

Tonawanda, NY

2760 Kenmore Avenue Buffalo, NY 14150 (716) 876-8899 www.Montante.com www.MontanteSolar.com

Tonawanda, NY

2760 Kenmore Avenue Buffalo, NY 14150 (716) 876-8899 www.Montante.com www.MontanteSolar.com

NON-COLLUSION DISCLOSURE PURSUANT TO SECTION 225-111 OF THE WESTER ZONING ORDINANCE

TO WHOM IT MAY CONCERN:

No officer or employee of the State of New York, County of Monroe or Town of Webster has any financial interest in the land affected by or in the partnership making application Webster Solar Garden LLC for the project known as _____________________________

DATED:

6/12/25 _____________________________

BY:

______________________________ Authorized Representative

5