Civil Set

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

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

SITE LOCATION

DRAFT

ZONING MAP NOT TO SCALE

SITE LOCUS

0

2000

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

SCALE IN FEET

0205399 SHOWN DECEMBER 2025 SRG, JC SRG, JC SRG, ND ND

DRAWING INDEX

SITE LOCATION

01

T-100

TITLE SHEET

02

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

E D

FOR REVIEW FOR REVIEW

H&A 12/11/25 H&A 10/02/25

C

FOR REVIEW

H&A 09/17/25

B

FOR REVIEW

H&A 08/27/25

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

11

WORK IN PROGRESS - V.1

GENERAL NOTES 14. 1.

2.

3.

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).

15.

16.

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

2.

3.

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 4.

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

1.

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

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

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.

5.

TAX PARCEL BOUNDARIES FROM MONROE COUNTY REAL PROPERTY DATABASE, COURTESY OF MONROE COUNTY OFFICE OF REAL PROPERTY.

2.

3. 6.

EXISTING CONDITIONS ARE A COMBINATION OF CAD DRAWINGS PROVIDED BY XEROX, GIS FILES FROM H&A STREAM AND WETLAND DELINEATIONS, AND AERIAL IMAGERY. 3.1.

7.

EXISTING CONDITIONS ARE APPROXIMATE.

8.

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

9.

PROJECT TO CONFORM TO 2025 NYS FIRE CODE.

1.

2.

VERIFY THAT ALL APPLICABLE PERMITS AND PERMISSIONS HAVE BEEN OBTAINED.

3.2.

OWNER TO HOLD A PRE-CONSTRUCTION MEETING PRIOR TO START OF CONSTRUCTION. 3.3.

3.

LOCATE AND DELINEATE EXISTING UTILITIES.

4.

CONSTRUCT SITE ACCESS AND INSTALL ASSOCIATED EROSION AND SEDIMENT CONTROLS.

5.

6.

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

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.

3.4.

APPLY TOPSOIL TO A DEPTH OF 6 INCHES.

3.5.

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 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.

SITE STABILIZATION

7.

INSTALL PERIMETER EROSION AND SEDIMENT CONTROLS.

1.

8.

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.

9.

2.

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.

PROTECT TREES AND VEGETATION TO REMAIN. MULCHING

10.

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

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).

1.

APPLICATION AND GRADING 1.

2.

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.

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.

11.

12.

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. 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.

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.

1.

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

2.

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

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.

6.

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. 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.

ALL EXISTING INLETS ADJACENT TO OR ON SITE SHALL BE PROTECTED FROM SEDIMENT WITH INLET PROTECTION MEASURES.

9.

10.

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

PREPARED FOR:

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.

CONSTRUCTION NOTES

EROSION AND SEDIMENT CONTROL NOTES 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

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.

CONSTRUCTION SEQUENCE FOR GRADING AND EROSION CONTROL

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.

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.

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.

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

8.

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.

0205399 SHOWN DECEMBER 2025 SRG, JC SRG, JC SRG, ND ND

E

FOR REVIEW

H&A 12/11/25

D

FOR REVIEW

H&A 10/02/25

C

FOR REVIEW

H&A 09/17/25

B

FOR REVIEW

H&A 08/27/25

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

11

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.

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

TIME OF PLANTING 1.

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 DECEMBER 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.

E

FOR REVIEW

H&A 12/11/25

D

FOR REVIEW

H&A 10/02/25

C

FOR REVIEW

H&A 09/17/25

B

FOR REVIEW

H&A 08/27/25

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

11

WORK IN PROGRESS - V.1

LEGEND SOLAR STUDY AREA B-17A

PARCEL BOUNDARY EXISTING BUILDING

36 5

0 36

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

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

363

2 36

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

365

364

EXISTING TREELINE DELINEATED WETLAND

PREPARED FOR:

TM MONTANTE SOLAR DEVELOPMENT, LLC

EXISTING DELINEATED STREAM

5

36

EXISTING DRAINAGE DITCH 366

D

367

EXISTING CULVERT EXISTING BEDROCK TRENCH

368

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

B-24

X

EXISTING CHAIN LINK FENCE

OHE

EXISTING OVERHEAD ELECTRIC LINE

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

36 9

B-24B

2760 KENMORE AVE #101 TONAWANDA, NY14150

365

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

370

369

EXISTING C&D LANDFILL VENT

B-24A

1

37

373

B-21A

374

36

B-20

5

376 37 2

0

375

5

370

0

37

370

37

41

EXISTING MONITORING WELL

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

NOTES

37

8

LF-B-37-1

377

37

9

B-20A

B-20B 37

37

6

B-21A

380

7

405

1. LANDFILL VENTS ARE TO BE PROTECTED DURING CONSTRUCTION.

B-21IR

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

37

7

400

EXISTING LANDFILL VENTS TO BE PROTECTED

39

W-5

W-4

5 D

B-21DR D

PRIOR TO CONSTRUCTION, XEROX WILL REPAVE THE LANDFILL IN ACCORDANCE 39 0 WITH THE TOWN'S REQUEST, PENDING NYSDEC APPROVAL

6

37

EXISTING DRAINAGE DITCH

374

375

373

EXISTING BEDROCK TRENCH

374

2

37

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

RW-2 38

RW-1 5 37

5

375

380

375

B-1 373 X

X

X

X

D

X

X

X

377

37

X

EXISTING DRAINAGE DITCH

X

EXISTING UNPAVED DRIVE

7

378

B-22A

X

X

384

377

378 X

X

X

X

379

6 37

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

D

D OHE

OHE

OHE

OHE

FOR REVIEW

H&A 12/11/25

FOR REVIEW

H&A 10/02/25

C

FOR REVIEW

H&A 09/17/25

B

FOR REVIEW

H&A 08/27/25

A FOR REVIEW Rev. Description

H&A 08/11/25 By Date

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

E D

MONTANTE XEROX SOLAR DEVELOPMENT DESIGN SUBMITTAL

370

5

X

380

0

37

1 38

5 37

371 38

X

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

11

WORK IN PROGRESS - V.1

363

2 36

LEGEND

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

0

36 5

36

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

365

364

SOLAR STUDY AREA PARCEL BOUNDARY EXISTING BUILDING

5 36

X

X

PROPOSED BALLASTED 3 SOLAR ARRAYS C-300

368

X

X

X

OHE

X OHE

36 5

376 X

X

37 2

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

0 37

370

OHE

PROPOSED OVERHEAD ELECTRIC

EU

PROPOSED UNDERGROUND ELECTRIC

OHE

X

X

5

375

37

37

8

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

PROPOSED SITE ACCESS DRIVE PROPOSED LIMITS OF TREE CLEARING

X

OHE

380

37 7

6

X

X

37

OHE

377

X

X

X

37 9

PROPOSED UTILITY POLE

B-20B

X

X

B-21IR

37 7

400

X

PROPOSED AREAS TO RECEIVE POLLINATOR SEED MIX

X

W-5 X

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

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

OHE

X

W-4 X

D

B-21DR

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

37

X

6

D

X

RW-1

OHE

RW-2 X

X

X

3

7

X

6 AUX

M

2.00

EU

X

D

PROPOSED 4 EQUIPMENT PAD C-300

X

X

377

X X

378 OHE

X X

378X

OHE

370

X

X

X

X

377

X

X

376

X

X

X

X

X

X

X

X

OHE

OHE

OHE

OHE

OHE

OHE X

OHE X

OHE

OHE X

X

OHE

OHE X

X

OHE

X

X

X

OHE

OHE

D

D OHE

50'

OHE

OHE

OHE

377

X

76 3 OHE

OHE

OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE

CARACAS DRIVE

OHE

CONNECTION TO EXISTING GRID

377

376

OHE OHE

377

380

CARACAS DRIVE 38 0

NO DISTURBANCE ALLOWED WITHIN FOOTPRINT OF ASPHALT CAPPED HAZ. WASTE LANDFILL (SEE NOTE 3) 37

B-18A 376 384

7 37

B-18SR

6. ALL SITE TRAFFIC AND EQUIPMENT IS NOT PERMITTED TO ENTER THE ASPHALT CAPPED HAZ. WASTE LANDFILL AREA OR USE FOR SITE ACCESS IN ANY CAPACITY. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF THE EXISTING LANDFILL COVERS. 7. DECOMPACTION OF ALL TEMPORARY CONSTRUCTION ACCESS DRIVES MAY BE REQUIRED IN ACCORDANCE WITH 2024 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION'S (NYSDEC) CONSTRUCTION GENERAL PERMIT (CGP) REQUIREMENTS.

E

FOR REVIEW

H&A 12/11/25

D

FOR REVIEW

H&A 10/02/25

C B

FOR REVIEW FOR REVIEW

H&A 09/17/25 H&A 08/27/25

A FOR REVIEW Rev. Description

H&A 08/11/25 By Date

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

PROPOSED CONDITIONS

B-28

PROPOSED SITE ENTRANCE INSET

B-18

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

OHE

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

6

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

OHE

SEE PROPOSED SITE ENTRANCE INSET

0205399 SHOWN DECEMBER 2025 SRG, JC SRG, JC SRG, ND ND

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

OHE

OHE

OHE

6 37

50'

OHE

X OHE

376

OHE

X

OHE

377

R-88

0 OHE

X

D

X

OHE

X

X

378 X

378

X

379

B-7

OHE

6 37

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

3 C-301 OHE

X

PROPOSED 20-FT WIDE SWING GATE 70'

378

OHE

X

X

X

X

X

X

AUX

OHE

EU

6

OHE

B-13 X

7

1

5

OHE

37

37

5

4

M

38

X

7

380

X

5 37

371

R28.0000

3

379

X

2

OHE

X

376

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

X

X

37

8

PROPOSED EMERGENCY ACCESS TURNAROUND

OHE

377

X

X

X

OHE

X

379

8

37

375

X

X

X

X

OHE

X

OHE

7

X

X

37

378

X

X

371

5

4

OHE

X

X

X

X

X

X

X

X

376

EU OHE

372

EU

379

373

1. LIMITS OF DISTURBANCE = 17.5 ACRES LIMITS OF TREE CLEARING = 15.1 ACRES

OHE

X

375

B-1

2. LANDFILL VENTS ARE TO BE PROTECTED DURING CONSTRUCTION.

5

X

X

375

2

X

37

X

5

380

X

37 8

X X

NOTES

X

374

2

OHE

X

373 37

X

X

0

374

375

39

DRAFT

OHE

39 5

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

EXISTING FENCE TO BE REMOVED

X

OHE

B-21A

38

EXISTING MONITORING WELL

PROPOSED LIMITS OF DISTURBANCE

X

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

B-20A THE FENCE LINE ALONG THE WESTERN BOUNDARY OF THE C&D LANDFILL IS SUBJECT TO FURTHER DISCUSSION AND APPROVAL BY NYSDEC DIVISION OF ENVIRONMENTAL REMEDIATION (I.E., LAYOUT MAY 405 SHIFT TO CONFORM TO TOPOGRAPHY OR THE FENCE MAY BE PERMITTED TO BE CONSTRUCTED WITH POUNDED POSTS AS OPPOSED TO BALLASTED FOUNDATIONS)

PROPOSED CHAIN LINK FENCE

EXISTING C&D LANDFILL VENT

OHE

X

374

B-20

370

0

373 X

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

2760 KENMORE AVE #101 TONAWANDA, NY14150

APPROX. EXTENTS OF ASPHALT CAPPED HAZ. WASTE LANDFILL

1

37

EXISTING CHAIN LINK FENCE

APPROX. EXTENTS OF C&D LANDFILL

OHE

X

9 36

X

B-24A

B-21A

370

369

41

X

X

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

PROPOSED 1' WIDE GRAVEL 2 DIAPHRAGM SECTION C-302

X

TM MONTANTE SOLAR DEVELOPMENT, LLC

OW-320N

X

PROPOSED 2' WIDE GRAVEL 2 DIAPHRAGM SECTION C-302

PREPARED FOR:

EXISTING BEDROCK TRENCH

3 C-301

PROPOSED ACCESS GATE 70 3

B-24

B-24B

EXISTING DELINEATED STREAM

OHE

2B PERIMETER FENCE C-301 X

2A C-301

X

1 C-301

X

X

367

LIMITS OF DISTURBANCE (17.5 ACRES) OHE

PROPOSED 4' WIDE GRAVEL 2 DIAPHRAGM SECTION C-302

DELINEATED WETLAND

365

366

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

80

160 SCALE IN FEET

240

320

C-200 Sheet:

05 of

11

B/ D) (H SG

LEGEND X

n M

) C SG

(H

) B/D

fA W

EXISTING BUILDING

)

PROPOSED LIMITS OF DISTURBANCE (17.5 ACRES)0

X

A/

D)

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

DELINEATED WETLAND

37

X

SG

B-24

B-24B

G

(H

X

GC

B

GaA (HSG A/D)

B/D) Mn (HSG

DELINEATED STREAM

GaA (HSG A/D)

EXISTING BEDROCK TRENCH

PROPOSED 4' WIDE GRAVEL 2 DIAPHRAGM SECTION C-302

PREPARED FOR:

9

X

X

36

PhB (HSG B/D)

X

X

A/D )

D)

1

X

37

X

EXISTING CHAIN LINK FENCE PROPOSED CHAIN LINK FENCE

OHE

EXISTING OVERHEAD ELECTRIC LINE

373

X

X

B/D)

2 37

X

370

APPROX. EXTENTS OF C&D LANDFILL

X

Mn (HS G

5

0 37

X

A/D)

EXISTING DELINEATED STREAM

36

376

X

GaB (H SG

374

B-20

DA-06

DA-09 X

X

375 X

37 9

377

X

37 8 X

B/ D)

C)

B-21IR

37

7

X

DELINEATED DRAINAGE AREAS

B/

(H S

G

X

M

n

FLOW ARROW X

W-5 X

EXISTING DRAINAGE DITCH

B/D)

EIA (HSG

A/D)

X

W-4

5

EXISTING FENCE TO BE REMOVED

DRAFT

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

X

Mn (HSG

39

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

SOIL BOUNDARY

X

X

D)

A/

SG

(H SG

X

/D )

D)

(H

PROPOSED LIMITS OF TREE CLEARING

X

fA

n

380

X

SG

X

D)

A/

37 7

PROPOSED LIMITS OF FILTER SOCK

DA-11

C)

(H

SG

M

B-21A

Ga B

(H

SG (H

6

EXISTING MONITORING WELL PROPOSED LIMITS OF DISTURBANCE

X

B

)

37

W

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

400

fA

/D)

W

GA

B/D

B-20B

405

DA-10

Ga

(HS

HSG

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

X

GB

B-21A

X

HS

B-20A

GaB

B(

EXISTING C&D LANDFILL VENT

X

370

Ph

5 37

41 0

APPROX. EXTENTS OF ASPHALT CAPPED HAZ. WASTE LANDFILL

X

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

2760 KENMORE AVE #101 TONAWANDA, NY14150

X

DA-08

EXISTING CULVERT

X

X

D

X

GaA (HSG A/

370

369

TM MONTANTE SOLAR DEVELOPMENT, LLC

EXISTING DRAINAGE DITCH

GaA (HS G

X

DA-07

XWfA (HSG C)

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

B-24A

PROPOSED 1' WIDE GRAVEL 2 DIAPHRAGM SECTION C-302

X

PROPOSED 2' WIDE GRAVEL 2 DIAPHRAGM SECTION C-302

X

SCALE IN FEET

aA

Ga

(H

368

G HS

240

X

HS A(

180

Wf

120

B/

X

60

n M

(H

SG

( Mn

D

D A/

SOLAR STUDY AREA

X

)

X

0

SG

X

367

)

( PhB

WORK IN PROGRESS - V.1

366

D

X

B-21DR

D

X

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

D

6

X

37

X

2

X

PhB (HSG B/D)

37

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

374

X

X

373

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

374

0

375

39

NOTES 1. LIMITS OF DISTURBANCE = 17.5 ACRES LIMITS OF TREE CLEARING = 15.1 ACRES

1 C-302

Mn (HS G

5

RW-1

DA-04

X

DA-05

)

375

fA W

375

B-1

DA-03

G

S (H

C)

EXISTING BEDROCK TRENCH

37

5

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

X

)

X

X

X

X

B/D

X

G

X

X

X

G A/D)

X

EIA (H S

X X

Mn (HS G B/D)

X X

6. 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.

1 C-302

X

X

X

X

375

X

X

X

150' OF FILTER SOCK TO BE INSTALLED ALONG 8 37 (TYP) CONTOUR 379

HS B( Ph

1 C-302

X

X

7

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

X

/D)

384

(HS GA /D) (HS GC )

X

X

Wf A

EU

6 AUX

M

X

X

EIA

5

4

380

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

X

B-13

370

37 5

X

X

7

X

X

0

3

1 38

DA-01

3

38

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

2

379

DA-02

X

X

6 37 X

75

X

378

EXISTING DRAINAGE DITCH

X

E

FOR REVIEW

H&A 12/11/25

D

FOR REVIEW

H&A 10/02/25

C

FOR REVIEW

H&A 09/17/25

B

FOR REVIEW

H&A 08/27/25

A FOR REVIEW Rev. Description

H&A 08/11/25 By Date

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

X

6

DA-13

B-7 X

X378

X

37

X

X

X

X

X

X

X

X OHE

X

OHE

X

X

X

X

D

OHE

OHE

OHE

OHE

OHE

OHE

OHE

n

SG

376

B/ D)

D)

B/

SG

D

M

(H

OHE

OHE

OHE

E

GA HS IA (

OHE

2 C-300

TEMPORARY STABILIZED SITE ENTRANCE

X

OHE

X

OHE X

CARACAS DRIVE

X

OHE X

OHE X

OHE

X

OHE

X

OHE

X

377

376

OHE

OHE D

X

2 C-300

X

X

X

X OHE X

(H

A

EI

SG (H

OHE

n

7

OHE

/D)

D)

B/

M

D

37

OHE

X

X

375 OHE

X

379

X

X

D D

37

378

377

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

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

X

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

X

GB (HS S

DA-12

377

)

371

X

D

/D GB

(H Mn

X

X

D

371

EIA

EXISTING UNPAVED DRIVE

X

376

X

X

373 372

0205399 SHOWN DECEMBER 2025 SRG, JC SRG, JC SRG, ND ND

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

X

X

3

G

HS

( Mn

X

D B/

X

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

X

2. LANDFILL VENTS ARE TO BE PROTECTED DURING CONSTRUCTION.

X

38

RW-2

BcB (HSG D)

EIA (HSG B/D)

X

WfA (HSG C)

B/D)

X

D

OHE

OHE

OHE

OHE

377

TEMPORARY STABILIZED SITE ENTRANCE

377

380

OHE

OHE

OHE

OHE

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

EROSION AND SEDIMENT CONTROLS PLAN

C-201 Sheet:

06 of

11

LEGEND

X

X

SOLAR STUDY AREA PARCEL BOUNDARY

3

X

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

2

7

OHE

100 FT STREAM SETBACK

X

M

OHE

EXISTING OVERHEAD ELECTRIC

X

EXISTING CHAIN LINK FENCE

X

PROPOSED CHAIN LINK FENCE

5

PROPOSED 4 EQUIPMENT PAD C-300

PREPARED FOR:

TM MONTANTE SOLAR DEVELOPMENT, LLC

PROPOSED LIMITS OF DISTURBANCE

2760 KENMORE AVE #101 TONAWANDA, NY14150

PROPOSED FILTER SOCK

PROPOSED EMERGENCY ACCESS TURNAROUND

AUX

70'

6

X

OHE

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

OHE

PROPOSED OVERHEAD ELECTRIC

EU

PROPOSED UNDERGROUND ELECTRIC

X

PROPOSED 35' LONG 12"Ø REINFORCED CONCRETE PIPE CULVERT

2%

X

OHE

2%

OHE

377

378

376

377

378

379

377

4

X

378

380

X

377

376

OHE

OHE

PROPOSED LIMITS OF TREE CLEARING EU

X

R28.00 (TYP)

OHE

EU

2 C-300

PROPOSED ACCESS DRIVE

X

1 C-300

X

EU

OHE

NOTES

EU

376

X

OHE

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

377 EU

378

X

OHE

EU

50'

OHE

2%

X

WORK IN PROGRESS - V.1

X

OHE

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

34'

169'

1+00 X

1

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

EU

X

2%

OHE

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

1+75

EU

0+00

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

OHE

EU

X

DRAFT

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

X

OHE

X

OHE

3 PROPOSED ACCESS GATE C-301

PROPOSED UTILITY POLE (TYP) X

OHE X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

1 PROPOSED FILTER SOCK (TYP) C-302

0205399 SHOWN DECEMBER 2025 SRG, JC SRG, JC SRG, ND ND

OHE OHE OHE

1 C-301

2A C-301

2B PROPOSED PERIMETER FENCE C-301

0

10

20

30

40

SCALE IN FEET

PROPOSED GRADE 390

380

380

370 0+00

1+00 STATION IN FEET

EXISTING GRADE

PROPOSED GENERAL FILL

370 1+75

ELEV. IN FEET

ELEV. IN FEET

390

E

FOR REVIEW

H&A 12/11/25

D

FOR REVIEW

H&A 10/02/25

C

FOR REVIEW

H&A 09/17/25

B

FOR REVIEW

H&A 08/27/25

A FOR REVIEW Rev. Description

H&A 08/11/25 By Date

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

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

0

10

20

30

40

VERT.

0

10

20 SCALE IN FEET

30

40

1

PROPOSED ACCESS ROAD GRADING PLAN

C-202 Sheet:

07 of

11

5

WORK IN PROGRESS - V.1

LEGEND

36 0

36

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

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

363

2 36 365

364

SOLAR STUDY AREA PARCEL BOUNDARY EXISTING BUILDING

5

36

X

OHE

X

368

X

X

X

X

X

CONSTRUCTION PHASING 36

B-20

5

376 X

37 2 X

0 37

370

XEROX TO RE-PAVE THE ASPHALT LANDFILL

Schedule TBD

INSTALL EROSION AND SEDIMENT CONTORLS

INSTALL PERIMETER EROSION AND SEDIMENT CONTROLS

Schedule TBD

INSTALL STABILIZED CONSTRUCTION ENTRANCES

Schedule TBD

CONDUCT TREE CLEARING

Schedule TBD

INSTALL GRAVEL DIAPHRAGM 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

PROPOSED LIMITS OF FILTER SOCK

CONDUCT FINAL STABILIZATION CONDUCT FINAL SITE INSPECTION

Schedule TBD Schedule TBD

EXISTING FENCE TO BE REMOVED

REMOVE EROSION AND SEDIMENT CONTROLS

Schedule TBD

PROPOSED LIMITS OF DISTURBANCE

37

7

SOLAR ARRAY INSTALLATION

380

X

6

PROPOSED UTILITY POLE

37

X

7

400

FINAL SITE STABILIZATION

X

X

W-5

PROPOSED SITE ACCESS DRIVE PROPOSED LIMITS OF TREE CLEARING

OHE

X

B-21IR

PROPOSED UNDERGROUND ELECTRIC

Schedule TBD

X

B-21A

EU

OHE

377

8 37 37

X

B-20B

PROPOSED OVERHEAD ELECTRIC

OHE

9 37

X

X

GRADING AND UTILITY INSTALLATION

X

THE FENCE LINE ALONG THE WESTERN BOUNDARY OF THE C&D LANDFILL IS SUBJECT TO FURTHER DISCUSSION AND APPROVAL BY NYSDEC DIVISION OF ENVIRONMENTAL REMEDIATION (I.E., LAYOUT MAY 405 SHIFT TO CONFORM TO TOPOGRAPHY OR THE FENCE MAY BE PERMITTED TO BE CONSTRUCTED WITH POUNDED POSTS AS OPPOSED TO BALLASTED FOUNDATIONS)

OHE

375

X

X

5

B-20A

OHE

X

TREE CLEARING

37

370

0

EXISTING MONITORING WELL

PRE-CONSTRUCTION

X

41

PROPOSED CHAIN LINK FENCE

EXISTING C&D LANDFILL VENT

OHE

X

374

OHE

373 X

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

2760 KENMORE AVE #101 TONAWANDA, NY14150

APPROX. EXTENTS OF ASPHALT CAPPED HAZ. WASTE LANDFILL

1

37

EXISTING CHAIN LINK FENCE

APPROX. EXTENTS OF C&D LANDFILL

370

369

B-24A

B-21A

OHE

X

X

OHE

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

PROPOSED 1' WIDE GRAVEL 2 DIAPHRAGM SECTION C-302

X

36 9

X

X

PROPOSED 2' WIDE GRAVEL 2 DIAPHRAGM SECTION C-302

TM MONTANTE SOLAR DEVELOPMENT, LLC

OW-320N

70

3

B-24

B-24B

3 C-301

PROPOSED ACCESS GATE

PREPARED FOR:

EXISTING BEDROCK TRENCH OHE

2B PROPOSED PERIMETER FENCE C-301

DELINEATED STREAM

LIMITS OF DISTURBANCE (17.5 ACRES)

X

2A C-301

X

X

1 C-301

3 PROPOSED BALLASTED SOLAR ARRAYS C-300

X

367

DELINEATED WETLAND

365

366

PROPOSED 4' WIDE GRAVEL 2 DIAPHRAGM SECTION C-302

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

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

PROPOSED STAGING AREAS OHE

X

X D

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

X

6 37

OHE

X

X

X

RW-2 5

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

RW-1

X

X

X

B-1

3

AUX

M

EU

PROPOSED 4 EQUIPMENT PAD C-300

378 OHE

8

X

37

X

OHE

370

OHE

B-13

378

X

378X

X

X

X

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

X

AUX

X

EU

6

X

1 38

X

377

376

X

X

379 X

378 X X

X

X

X

X

X

X

X

OHE

OHE

OHE

OHE

OHE

OHE

OHE X

OHE X

OHE

X

OHE X

OHE X

OHE X

OHE

X

X

X

OHE

OHE

D

D OHE

OHE

OHE

OHE

377

X

76 3 OHE

6 37 OHE

OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE OHE

OHE

377

CARACAS DRIVE TEMPORARY STABILIZED SITE ENTRANCE

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

E

FOR REVIEW

H&A 12/11/25

D

FOR REVIEW

H&A 10/02/25

C

FOR REVIEW

H&A 09/17/25

B

FOR REVIEW

H&A 08/27/25

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) 37

6

TEMPORARY STABILIZED SITE ENTRANCE

SEE PROPOSED SITE ENTRANCE INSET

139 CARACAS DRIVE WEBSTER, NY

OHE

2 C-300

0

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

OHE

CARACAS DRIVE

TEMPORARY STABILIZEDB-28A 2 SITE ENTRANCE C-300

PHASING PLAN

B-18A 384

7

37

B-28

PROPOSED SITE ENTRANCE INSET

B-18 B-18SR

OHE

PRIOR TO CONSTRUCTION, XEROX WILL REPAVE THE LANDFILL IN ACCORDANCE WITH THE TOWN'S REQUEST, PENDING NYSDEC APPROVAL 376

OHE

2 C-300

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

OHE

OHE

376

OHE

OHE

376

OHE

X OHE

377

R-88

0 OHE

X

D

X

CONNECTION TO EXISTING GRID

OHE

B-7

OHE

6 37

OHE

X

X

X

X

M

X

7

5

5

4

X

OHE

37

37

7

380

X

X

2

3

379

X

OHE

X

6

37

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

5 37

371

3 PROPOSED 20-FT WIDE SWING GATE C-301

OHE

377

0205399 SHOWN DECEMBER 2025 SRG, JC SRG, JC SRG, ND ND

X

X

X

OHE

X

379

375

X

X

X

X

8

37

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

OHE

OHE

7

X

X

37

378

X

X

X

377

X

X

6

OHE

X

371

D

5

4

OHE

7

X

X

X

X

X

X

X

X

376

379

EU EU

OHE

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

X

375

OHE

5

375

380

2

X

37

X

38

1. LIMITS OF DISTURBANCE = 17.5 ACRES LIMITS OF TREE CLEARING = 15.1 ACRES

OHE

X

NOTES

2. LANDFILL VENTS ARE TO BE PROTECTED DURING CONSTRUCTION.

X

37 8

37

X

374

2

374

373

375

39 0

X

DRAFT

X

FILTER SOCK TO BE INSTALLED

D

B-21DR

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

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

W-4

5

OHE

39

80

160 SCALE IN FEET

240

320

C-203 Sheet:

08 of

11

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 DECEMBER 2025 SRG, JC SRG, JC SRG, ND ND

E

FOR REVIEW

H&A 12/11/25

D

FOR REVIEW

H&A 10/02/25

C

FOR REVIEW

H&A 09/17/25

B

FOR REVIEW

H&A 08/27/25

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

11

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

2A

BALLASTED FENCE POST FOOTING DETAIL SCALE: NOT TO SCALE CHAIN LINK MATCH EXISTING MESH AND GAUGE TOP SELVAGE TWISTED

DOME TOP

END POST CORNER POST

1

7' BALLASTED CHAIN-LINK FENCE DETAIL

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

RAIL TIE

TENSION BAND 12" O.C.

TENSION BAR

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

7'

BRACE BAND

HOG RING 18" O.C.

TRUSS ROD ADJUSTING UNIT

DRAFT

BOTTOM SELVAGE KNUCKLED

TENSION WIRE 7 GAUGE

TRUSS ROD ADJUSTING UNIT

4'

ADJUSTABLE TRUSS ROD 3 8" DIAMETER

0205399 SHOWN DECEMBER 2025 SRG, JC SRG, JC SRG, ND ND

10' MAX SPACING

20'-0"

2B

DRIVEN FENCE POST FOOTING DETAIL SCALE: NOT TO SCALE

E

FOR REVIEW

H&A 12/11/25

D C

FOR REVIEW FOR REVIEW

H&A 10/02/25 H&A 09/17/25

B

FOR REVIEW

H&A 08/27/25

A FOR REVIEW Rev. Description

H&A 08/11/25 By Date

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

DETAILS

3

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

4

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

C-301 Sheet:

10 of

11

WORK IN PROGRESS - V.1

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

WOOD STAKE TO ONLY PENETRATE NETTING

FLOW

NOTES:

NOTES:

1.

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

1.

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

2. 2.

COMPOST FILTER SOCKS SHALL BE A MINIMUM 12" DIAMETER.

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

3.

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

3.

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

4.

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

4.

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

5.

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

5.

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

6.

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

7.

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

PROPOSED MIRAFI 160-N FILTER GEOTEXTILE

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

TOPSOIL

FINISH GRADE

2"

8. 6" MAX. 9.

TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS.

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

EXISTING UNDISTURBED SOIL 1' MIN.

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

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

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

1

PREPARED FOR:

NYSDOT NO. 4 SHARP ANGLED CRUSHED STONE

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

COMPOST FILTER SOCK

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

2

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

DRAFT

0205399 SHOWN DECEMBER 2025 SRG, JC SRG, JC SRG, ND ND

E

FOR REVIEW

H&A 12/11/25

D C

FOR REVIEW FOR REVIEW

H&A 10/02/25 H&A 09/17/25

B

FOR REVIEW

H&A 08/27/25

A FOR REVIEW Rev. Description

H&A 08/11/25 By Date

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

DETAILS

C-302 Sheet:

11 of

11