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06 - Mar 23, 2026 - PUBLIC_Redacted
Richard Fon Robyn A. Steinberg, AICP, CPESC Chairman Director of Planning TOWN OF YORKTOWN PLANNING BOARD Albert. A. Capellini Community and Cultural Center, 1974 Commerce Street, Yorktown Heights, New York 10598, Phone: (914) 962-6565, Fax: (914) 962-3986 PUBLIC MEETING AGENDA YORKTOWN TOWN HALL BOARD ROOM 363 Underhill Avenue, Yorktown Heights, NY 10598 v Crompond / Croton Heights / Huntersville / Jefferson Valley / Kitchawan / Mohegan Lake / Shrub Oak / Sparkle Lake / Teatown / Yorktown / Yorktown Heights March 23, 2026 7:00 PM 1. Correspondence 2. Meeting Minutes – March 9, 2026 REGULAR SESSION 3. Grishaj Subdivision Request for 1st 90-day Time Extension Location: 16.17-2-77; 3319 Stony Street Contact: Site Design Consultants Description: Approved preliminary subdivision layout by Planning Board Resolution #24-20 dated September 9, 2024 and reapproved by Planning Board Resolution #26-01 dated January 12, 2026. 4. 380 Downing Drive LLC MS4 Stormwater Permit Approval Location: 37.14-2-62; 380 Downing Drive Contact: Site Design Consultants Description: Approved renovation of the existing shopping center which includes dividing one of the rental units into three separate spaces, two for retail and one for a restaurant. Additional improvements include a new loading dock, parking improvements, and an updated façade. 5. MJM Subdivision Decision Statement Location: 17.18-2-2; 3232 Gomer Street Contact: Site Design Consultants Description: Proposed 13-lot subdivision in the R1-20 zone. The proposed lots will be accessed by two proposed town roads on the east and west sides of the lot. This property was approved for the use of flexibility standards per Town Board Resolution dated July 18, 2023. 6. York Farms Estates Public Informational Hearing Location: 37.17-1-19; 1870 Baldwin Road Contact: Site Design Consultants Description: Proposed amendment to the York Farms Estates to legalize four additional units that were not previously approved by Resolution #96-12 dated May 13, 1996. 7. Jacob Road Solar Public Hearing Discussion: Site Plan and Special Use Permit Location: 35.16-1-4; 1805 Jacob Road Contact: Zarin & Steinmetz, LLP Description: Proposed site plan and special use permit to develop a 3.125 MW AC solar facility on a 15-acre portion on Lot 4 of the Colangelo Subdivision. Planning Board Meeting March 23, 2026 Page 2 of 2 WORK SESSION 8. Fieldstone Manor Discussion Amended Major Subdivision Location: 15.11-1-17; 3680 Lexington Avenue Contact: Bill Catucci Description: Proposed changes to the recreation area previously approved by Planning Board Resolution #16- 16 dated August 8, 2016. The applicant proposes to change the approved basketball court to either a soccer field or two additional single family homes. 9. Town Board Referral 3771 Perry Street, Jefferson Valley Location: 6.17-1-57 Contact: Jeffrey Econom, Project Engineer Description: Application for stormwater management permit for the construction of a new single-family home. 10. Town Board Referral Mobil Gas Station Location: 3205 Crompond Road; 26.11-1-16 Contact: CPD Energy NY Description: Application for special use permit to upgrade underground storage tanks at the Mobil Gas Station. 11. Town Board Referral Chapter 300 – Temporary Certificate of Occupancy Description: Proposed local law amendment. 12. Town Board Referral 100 Trump Park, Shrub Oak Location: 5.19-1-14 Contact: Michael Dedvukaj; Brian Brooker, Project Engineer Description: Application for wetland permit to repair three culverts. Last revised: 3/19/2026 Correspondence Minutes Grishaj Subdivision 380 Downing Drive – MS4 Stormwater Permit 1 St o r y Brick B u i l d i n g DOWNING ROAD - FILED MAP VETERANSROADSTATEHIGHWAYNO. 149SAW MILL RIVER ROAD1 StoryStuccoDOWNING DRIVE - TAX MAP 15 Spaces16 Spaces16 Spaces21 Spaces26 Spaces3 Spaces8 Spaces 16 Spaces14 Spaces14 Spaces11 Spaces11 Spaces8 Spaces8 SpacesUP Future ADA T o i l e t PROP O S E D LOAD I N G A R E A LOADI N G R A M P Electri c a l Room Water M a i n R o o m ADA T o i l e t Wome n s T o i l e t Mens T o i l e t Torrc o Plumb i n g Advan c e d Auto Resta u r a n t Stora g e Stora g e 7,939 S . F . 775 S . F . 170 S . F . 7,540 S . F . 13,33 4 S . F . Unisex T o i l e t 1,17 5 S . F . 559 S . F .O.+. DOORO.+. DOORP1 P1 10 x1 O . + . D O O R P13 P8 LOAD I N G A R E A 10 x1 O.+.DOOREXISTING ENTRANCE TO BE CLOSED AND PARKING ADDED. NEW CURB AND SIDEWALK WILL BE ADDED. NEW ENTRANCE TO BE ADDED AND PARKING ELIMINATED BOWED OVERHANGING ENTRY ROOF TO BE ELIMINATED PROPOSED NEW STOREFRONTS AND ENTRY DOORS DIMENSION TO CURB NEW 6" CONCRETE CURB 10' RADIUS NEW 10 ' WIDE CONCRETE SIDEWALK 10.0'9.0'18.5' RELOCATE FENCE NEW 6" ASPHALT CURB TO BE 15.5' OFF NEW BUILDING CORNER RELOCATE BOLLARD NO P A R K I N G F I R E L A N E NO P A R K I N G F I R E L A N E NEW 6" CONCRETE CURB NEW 6" CONCRETE CURB & SIDEWALK NEW 30'x10' TRASH CONTAINMENT NEW 30'x10' TRASH CONTAINMENT NEW 20'x10' TRASH CONTAINMENT 15.5'NEW STRIPING 2 PARKING SPACES PARKING ZONE TO BE RE-STRPIED NEW SIDEWALK17.6'REAR DIMENSION TO PROP. LINE NEW LOADING AREA ADDITION NEW LANDSCAPE AREA LANDSCAPE ISLAND TO REMAIN NEW LANDSCAPE AREA LANDSCAPE ISLAND TO REMAIN 1 SPACE ADDED 440439438 S T O P S T O P PROPOSED GRADING RELOCATE SIGN ADA RAMP ADA RAMP ADA RAMP 6" CONC. CURB NEW STRIPING PARKING SPACES EXISTING BICYCLE RACK TO BE RELOCATED. LOCATION TO BE DECIDED AT THE TIME OF CONSTRUCTION. REPLACE EXIST. W/ NEW 6' WIDE CONCRETE SIDEWALK AND 6" CURB ADA RAMP 2"Ø UNDERGOUND ELECTRICAL CONDUIT FOR FUTURE USEELEVATION (FT)DISTANCE ALONG BASELINE (FT) NEW ENTRANCE PROFILE VERT. SCALE: 1" = 6 HORIZ. SCALE: 1" = 30 430 435 440 445 450 1.8% 0+00 0+50438.0438.020+55.28 4.8%GRADE BREAK STA = 0+00.00ELEV = 440.54GRADE BREAK STA = 0+54.68ELEV = 437.91COPYRIGHT © 2012 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDNOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. SAFE DIG Before You Dig, Drill or Blast! CALL US TOLL FREE 811 or 1-800-962-7962 NY Industrial Code Rule 753 requires no less than two working days notice, but not more than ten days notice. www.digsafelynewyork.com F:\2024\24-04 LORDAE - 380 DOWNING DRIVE\ENGINEERING\CAD\C3D-24-04 LORDAE 380 DOWNING DRIVE\DWG\24-04 LORDAE SITE PLAN 6-19-25.DWG 6/19/2025 12:55:51 PM124-04PROJECT #1" = 30'10/07/20253 AMENDED SITEPLANDATE:SCALE:DRAWN BY: SheetofNo.Revisions:DateComments:Yorktown Heights, NY 10598www.sitedesignconsultants.com Fax: (914) 962-7386 Land PlannersEngineer: NYS Lic. No. 64431Joseph C. Riina, P.E.251-F Underhill Avenue,Civil Engineers (914) 962-4488 -LOCATION MAP NOT TO SCALE NOTE: 1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY THOMAS C. MERRITTS, DATED 10/18/2007, LAST REVISED 12/10/2013. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. SITE DATA: OWNER / DEVELOPER:380 DOWNING DRIVE, LLC. 1 NEW KING STREET #201 ARMONK, NY 10504 PROJECT LOCATION: 380 DOWNING DRIVE YORKTOWN HEIGHTS, 10598 EXISTING TOWN ZONING: C-1, BUSINESS / OFFICE AND COMMERCIAL PROPOSED USE: C-1, BUSINESS / OFFICE AND COMMERCIAL TOWN TAX MAP DATA: SECTION 37.14, BLOCK 2, LOT 62 SITE AREA : 3.8 ACRES (165,521 SF) SEWAGE FACILITIES: PUBLIC SEWERS WATER FACILITIES:PUBLIC WATER FACILITIES ZONING SCHEDULE: 80,000 30 FEET 175 10 FT. 30% OF LOT AREA REQUIRED PRINCIPAL BUILDING COVERAGE: FRONT YARD SETBACK: REAR YARD SETBACK: ONE SIDE YARD SETBACK: MAXIMUM HEIGHT: MINIMUM LOT WIDTH: MINIMUM LOT AREA: 45,693 SF 35 FT MAX 366 FT. 165,521 SF. PROPOSED 38 FT. MINIMUM SIZE OF LOT: MINIMUM YARD DIMENSIONS: PRINCIPAL BUILDING: NONE NONE NONE VARIANCE REQUIRED NONE C-1, BUSINESS / OFFICE AND COMMERCIAL ZONING DISTRICT: DIMENSIONAL REGULATIONS: MAXIMUM % OF LOT TO BE OCCUPIED: PRINCIPAL BUILDING - FEET:NONE PRINCIPAL BUILDING - STORIES:NONE33 MAX 27.6% 75 FT.227 FT.NONE 30 FT.13.2 FT. 175MINIMUM LOT DEPTH:380 FT.NONE 49,656 SF WITHOUT PARKING: WITH PARKING: 15 FT.--------PREPARED FOR380 DOWNING DRIVE, LLC380 DOWNING DRIVETown Of YorktownJP0 15 30 60 SCALE: 1"=30'-0" 17 FT VARIANCE PARKING SCHEDULE - 380 DOWNING DRIVE CITI BANK RETAIL 2,752 4 SPACES PER 1,000 SF 11.01 DRY CLEANER RETAIL 1,454 4 SPACES PER 1,000 SF 5.82 NAIL SPA RETAIL 1,490 4 SPACES PER 1,000 SF 5.96 PIZZA PICK UP RETAIL 1,419 4 SPACES PER 1,000 SF 5.68 RESTAURANT (VACANT)RESTAURANT 1,604 PATRON AREA 962 1 SPACE PER 50 SF 19.24 NON PATRON AREA 642 1 SPACE PER 100 SF 6.42 RETAIL (VACANT)RETAIL 1,264 4 SPACES PER 1,000 SF 5.06 DUNKIN DONUTS RETAIL 1,502 4 SPACES PER 1,000 SF 6.01 TORCO PLUMBING SUPPLY RETAIL 13,334 RETAIL 3,148 4 SPACES PER 1,000 SF 12.59 WAREHOUSE 2 1 SPACES PER 2 PERSONS 2.00 ADVANCED AUTO RETAIL 7,540 RETAIL 4,900 4 SPACES PER 1,000 SF 19.60 WAREHOUSE 2 1 SPACES PER 2 PERSONS 2.00 RESTAURANT RESTAURANT 7,939 PATRON AREA 4,765 1 SPACE PER 50 SF 95.30 NON PATRON AREA 3,174 1 SPACE PER 100 SF 31.74 TOTAL REQUIRED 229 TOTAL PROVIDED 195 STANDARD 190 ADA COMPLIANT 5 **PARKING REDUCTIONS CONSIDERING OVERLAPPING USES MAXIMUM PERMITTED 25%172 PROVIDED 15%195 ORIGINAL SITE PLAN APPROVAL 190 SITE PLANWestchester County, NY1.11/17/25Plan Updates2.1/26/26Plan Updates3.2/17/26Sidewalk Update 2 StoryBrick & Stucco Building#380Foot Print of BuildingArea = 45,692.91 Sq. Ft.1 StoryBrick BuildingDOWNING ROAD - FILED MAPVET E R A N S ROA D STATE HIGHWAY NO. 149SAW MILL RIVER ROAD 1 Story1 Story Stucc o DOWNING DRIVE - TAX MAP5 Spaces15 Spaces16 Spaces16 Spaces21 Spaces 26 Spaces 3 SpacesDSSSS8 Spaces16 Spaces14 Spaces14 Spaces11 Spaces11 Spaces8 Spaces8 SpacesCOPYRIGHT © 2012 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDNOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.SAFE DIGBefore You Dig, Drill or Blast!CALL US TOLL FREE 811 or 1-800-962-7962NY Industrial Code Rule 753 requires no lessthan two working days notice, but not morethan ten days notice.www.digsafelynewyork.comF:\2024\24-04 LORDAE - 380 DOWNING DRIVE\ENGINEERING\CAD\C3D-24-04 LORDAE 380 DOWNING DRIVE\DWG\24-04 LORDAE SITE PLAN 6-19-25.DWG 6/19/2025 12:55:51 PM 2 24-04PROJECT # 3 EXISTING CONDITIONS PLAN DATE: SCALE: DRAWN BY: Sheet of No. Revisions: Date Comments: Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 -0153060SCALE: 1"=30'-0"1" = 30' 10/07/2025 PREPARED FOR 380 DOWNING DRIVE, LLC 380 DOWNING DRIVE Town Of Yorktown JP SITE PLAN Westchester County, NY 1.11/17/25 Plan Updates 2.1/26/26 Plan Updates 3.2/17/26 Sidewalk Update COPYRIGHT © 2012 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDNOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.F:\2024\24-04 LORDAE - 380 DOWNING DRIVE\ENGINEERING\CAD\C3D-24-04 LORDAE 380 DOWNING DRIVE\DWG\24-04 LORDAE SITE PLAN 6-19-25.DWG 6/19/2025 12:55:51 PM324-04PROJECT #1" = 30'10/07/20253 AMENDED SITEPLANDATE:SCALE:DRAWN BY: SheetofNo.Revisions:DateComments:Yorktown Heights, NY 10598www.sitedesignconsultants.com Fax: (914) 962-7386 Land PlannersEngineer: NYS Lic. No. 64431Joseph C. Riina, P.E.251-F Underhill Avenue,Civil Engineers (914) 962-4488 -PREPARED FOR380 DOWNING DRIVE, LLC380 DOWNING DRIVETown Of YorktownJPSITE PLANWestchester County, NY1.11/17/25Plan UpdatesR-2 NOT TO SCALE CONCRETE SIDEWALK DETAIL A 5' 5' W 3' 4' D 4' 4' D SEE CHART WSEE CHARTSEE CURB DETAIL 6"CONC R E T E C U R B TROWELED CONTROL JOINTS 1/2" x 4" PREMOLDED EXPANSION JOINT @ 15' O.C. CONCRETE CURB CONCRETESIDEWALKPLAN 1/2" PREMOLDED EXPANSION JOINTS @ 10' o.c. GRASS PLANCONCRETESIDEWALK ROADWAY SUBGRADE MATERIAL UNDER NEW CURB FINISH GRADE WELL COMPACTED SUBGRADE 4" FOUNDATION OF 3/4" CRUSHED STONE (WELL COMPACTED) 4" CONC. SLAB W/6x6x10x10 W.W.M.R.O.W. LINEVARIES GRASS 1" RADIUS SECTION A-A 1/8" / FT. SLOPE A 36 ' 1 12 1 2 1 DD4" 4" C C 5'-0" MIN.RAMPRAMP 1 1 2121121A ABB 45°SIDEWALK CURB-RAMP DETAILR-1 DETECTABLE WARNING SURFACE 29/32"- 1 13/32" 3/16" 50%-65% OF BASE DIAMETER 2'-0" 10/16"(TYP)15/16"(TYP) 1 10/16"- 2 12/32" 1 10/16"- 2 12/32" C.C DOME(TYP) 10/16" TRUNCATED DOME SECTION PLAN NOTES: GENERAL: 1. Sidewalk curb ramp type and location are as shown on the plans or as directed. 2. All sidewalk curb ramp types may be used as straight or curved curb sections. 3. Sidewalk curb ramp types may be different at each location within an intersection. SIDEWALK CURB RAMP CRITERIA: 4. The maximum slope of a sidewalk curb ramp shall be 1:12. 5. The maximum width of a sidewalk curb ramp shall be five feet. Exclusive of flared sides. 6. All sidewalk curb ramps shall have flush, smooth transitions to the adjacent street or highway surface. SURFACE FINISH: 7. The surface of all sidewalk curb ramps shall be stable, firm, and slip resistant (E.G. A coarse broom finish perpendicular to the ramp slope is acceptable on cement concrete curb ramps.) 8. All proposed sidewalk curb ramps shall have a detectable warning surface installed from the back of the curb for a distance of 2 feet in the direction of travel on the ramp and extending the full width of the ramp, excluding the ramp sides or flares. The detectable warning surface shall comply with the requirements of section 4.29.2 of the Americans with Disabilities Act accessibility guidelines (ADAAG). SIDEWALK CURB RAMP PLACEMENT: 9. At a corner, where the curb radius is 25-feet or less, a single ramp (either type a or b) located diagonally can often serve crosswalks in two directions. However, a single ramp shall only be used where there is a minimum clear space of 48" falling entirely within the projection of the intersection curbs (see figure 1). Where the radius exceeds 25' or the minimum 48" clear space is not achievable, then separate ramps should be provided for each crosswalk. PAVEMENT MARKINGS AT CROSSWALKS: 10. Sidewalk curb ramps at marked crossings shall be wholly contained within the markings excluding any flared sides. 11. At a corner where a single ramp (either type a or b; located diagonally serves two crosswalks, this shall be a 48" minimum clear space at the ramp bottom wholly contained within the intersection crosswalk markings (see figure 1). 12. Where stop lines are necessary, they shall be located in advance of sidewalk curb ramps. UTILITIES - DRAINAGE INLETS OR GRATES: 13. Where feasible, provide for drainage inlets or grates immediately upstream from the curb ramps. Reticuline or rectangular drainage grates are to be used in the area of curb ramps. 14. Do not place signal poles, sign posts, utility poles, fire hydrants, etc., within the ramp or side flare areas. TYPICAL CROSSWALK MARKINGS CURB SEE NOTES 8 &10 FIGURE 1 1/4" /FT. MAX 5' 0 " M I N . CURB SIDEWALK RAMP TYPE "A" CURB E D G E O F P A V E M E N T CURB FLUSH,SMOOTH, TRANSITION SECTION "A - A" EDGE OF SIDEWALK 1:12 SIDE FLARE 5'-0" MIN. RAMP 1:12 SIDE FLARE CURB SECTION "B - B" PAVEMENT SURFACE SECTION "D - D" 1/4" /FT. MAX. 5'-0" MIN. CURB E D G E O F P A V E M E N T FLUSH,SMOOTH, TRANSITION SLOPE EARTH TO MEET SIDEWALK CURB (OPTIONAL) RAMP PAVEMENT SURFACE SECTION "C - C" CURB 1:121:12 CURB SIDEWALK RAMP TYPE "B" TYPICAL CROSSWALK MARKINGS (SEE NOTE #9) CURB (OPTIONAL AT BACK OF SIDEWALK)5' SID E W AL K 1/4" / F T . 1/4" / F T .5' SID E W AL K 5'-0" M I N .18"8" 1"R 4"6"6"CONCRETE CURB DETAIL NOT TO SCALE R-5 EXPANSION JOINT WHEN CURB MEETS SIDEWALK OR PAVEMENT TOP COURSE BINDER COURSE BASE COURSE COMPACTED SUBGRADE 3/4" CRUSHED STONE UNDISTURBED EARTH NOTE: 1. Provide 1/2" expansion joint in concrete curb every ten feet. 2. Construct curb with class A concrete (3000 psi). 3. For use within the site. 2% MIN PITCH R-6 NOTE: 1. Pipe bollards shall be installed at locations shown on the plan. 2. In no case shall bollards be placed in such a way as to hinder the proper access, maintenance and operation of the structure, utility or other feature intended to be protected. 3. Contractor shall coordinate placement of bollards at fire hydrants with the local Fire or Water Department as appropriate. PIPE BOLLARD DETAIL NOT TO SCALE 6"6"6"4 FT B.F.G.4 FT A.F.G.6" 4" TOP SOIL AND SEED SEE PAVEMENT DETAIL EXTEND CONCRETE FILL 1 INCH ABOVE TOP WITH ROUNDED, TROWEL FINISH 7'-6" LONG, 6"Ø CONCRETE FILLED,GALVANIZED STEEL PIPE PAINTED SAFETY YELLOW BEVEL CONCRETE APRON AROUND PIPE BOLLARD (TYP) 3000 PSI CONCRETE UNDISTURBED SOIL (TYP) TRASH ENCLOSURE NOT TO SCALEF-1 CHAIN LINK GATES W/ OPAQUE FACING MATERIAL (TYP.)RETAINING WALLLOCKABLE BLACK VINYL CHAIN LINK GATES (TYP.) FRONT ELEVATION 4"Ø FENCE POSTS BLACK VINYL CHAIN LINK FENCE (TYP.) 12"Ø BOLTS (TYP.) 14" THICK BASE PLATE (TYP.) 18" 6" 6" OF 3 4" WASHED GRAVEL COMPACTED SUBGRADE SIDE ELEVATION 4"Ø FENCE POSTS 12"Ø BOLTS (TYP.) 14" THICK BASE PLATE (TYP.) 18" COMPACTED SUBGRADE BLACK VINYL CHAIN LINK FENCE (TYP.) (3/8" MIN) TRUSS ROD BRACE NO. 6 COILED SPRING REINFORCING WIRE STRETCHER BAR STRETCHER BAR CHAIN LINK GATES W/ OPAQUE FACING MATERIAL (TYP.) 2 LAYERS OF 6" X 6" -1010 WWF REINFORCEMENT 3 #4 BARS CONTINUOUS WELD COLUMN TO BASE SEE PLAN R-10 R = VARIES SEE PLAN VARIES 8.0 FT R = VARIES SEE PLAN "RESERVED PARKING" SIGN R7-8 4" WIDE EPOXY RESIN REFLECTIVE SOLID BLUE LINE, CROSS HATCH (TYP) "NO PARKING ANYTIME" SIGN R7-1 4" WIDE EPOXY RESIN REFLECTIVE SOLID WHITE LINE (TYP) EDGE OF ROADWAY CONCRETE CURB (TYP) NOTE: 1. Handicap parking spaces shall be located as shown on plan. TYPICAL PARKING STALL LAYOUT NOT TO SCALE SEE PLAN VARIES 8.0 FT 8.0 FT PAINTED CROSS WALK 1 12 TYPICAL CROSSWALK MARKINGS WHITE EPOXY PAINT SIDEWALK RAMP-SEE DETAIL SIDE W A L K VARI E S 2'- 6 " SP A C I N G 12 " D R I V E W A Y VA R I E S 6' CR O S S W A L K NOT TO SCALER-9 2-6"Ø CONCRETE FILLED STEEL COLUMNS ON GRADE 6'-0" HIGH (TYP.) 6'-0" HIGH (TYP.) FILLED STEEL BOLLARDS 2-6"Ø CONCRETE PLANAS PER PLAN10'-0" LOCKABLE CHAIN LINK GATES W/OPAQUE FACING MATERIAL (TYP.) 8" CONCRETE BLOCK WITH VERTICAL # 5 BARS EVERY 16"o.c. FILLED SOLID WALLS 6'-0" HIGH SUPPORT WHEELS #5 BARS @ 16" o.c. GENERAL NOTES: 1. Contractor shall provide shop drawings of fence components for approval. 6" OF 4,000 psi REINFORCED CONCRETE SLAB 4,000 PSI CONCRETE 18" R-X NOT TO SCALE ASPHALT CURB DETAIL 5" 6" 1"R 2" 2"R 3 1/2" TACK COAT ALL CONTACT SURFACES 2" SURFACE COURSE 3" BINDER COURSE 2.1/26/26Plan Updates3.2/17/26Sidewalk Update PLANNING BOARD TOWN OF YORKTOWN RESOLUTION APPROVING A MS4 STORMWATER MANAGEMENT PERMIT FOR 380 DOWNING DRIVE, LLC RESOLUTION NUMBER: #00-00 DATE: ______ On motion of _________, seconded by _________, and unanimously voted in favor by _____, the following resolution was adopted: WHEREAS in accordance with the Planning Board's Land Development Regulations, Town of Yorktown Town Code Chapter 195, adopted February 4, 1969 and as amended, a formal application for the approval of a site plan titled “380 Downing Drive, LLC,” prepared by Site Design Consultants, dated October 7, 2025, and last revised February 17, 2026, was submitted to the Planning Board on behalf of Christopher Santomero (hereinafter referred to as “the Applicant”); and WHEREAS the property owned by 380 Downing Drive, LLC is located at 380 Downing Drive, also known as Section 37.14, Block 2, Lot 62 on the Town of Yorktown Tax Map (hereinafter referred to as “the Property”); and WHEREAS a non-administrative MS4 Stormwater Management Permit application fee of $1,500.00 has been received; and WHEREAS pursuant to SEQRA this action is a TYPE II action and requires no further review WHEREAS the applicant has submitted as part of his application the following maps and documents: 1. A drawing, Sheet 1 of 3, titled “Amended Site Plan,” prepared by Site Design Consultants, dated October 7, 2025, and last revised February 17, 2026; and 2. A drawing, Sheet 2 of 3, titled “Existing Conditions Plan,” prepared by Site Design Consultants, dated October 7, 2025, and last revised February 17, 2026; and 3. A drawing, Sheet 3 of 3, titled “Amended Site Plan,” prepared by Site Design Consultants, dated October 7, 2025, and last revised February 17, 2026; and WHEREAS the Applicant has proposed excavation for the relocation of the site entrance, sidewalk replacements along Veterans Road, and a foundation for the building addition; and WHEREAS an amended site plan for the subject property was previously approved by Resolution #26-08, dated March 9, 2026; and 380 Downing Drive Resolution #00-00 MS4 Stormwater Management Permit Page 2 of 3 WHEREAS the Planning Board has referred this application to the following boards and agencies and has received and considered reports of the following: Boards & Agencies Report Date ABACA 01/14/2026 Building Inspector No report submitted Planning Department 01/09/2026 NYS DOT 12/26/2025, 12/29/2025, 02/18/2026 Westchester County Planning Board 12/01/2025 WHEREAS the requirements of this Board's Land Development Regulations, Town Code Chapter 195, have been met; and WHEREAS a Public Informational Hearing was held in accordance with §195-39(B)(1) of the Yorktown Town Code at the Town Hall in Yorktown Heights, New York on November 10, 2025; and WHEREAS having reviewed all current site plans, building plans, environmental plans and reports, comments and reports from Town professional staff, the public, and other interested and involved agencies associated with the application before it; and having conducted a public hearing held in accordance with §195-39(B)(2) of the Yorktown Town Code commencing on December 8, 2025, and continuing and closing on December 8, 2025, at Town Hall in Yorktown Heights, New York; BE IT NOW RESOLVED that the application of Christopher Santomero for the approval of a MS4 Stormwater Management Permit plan titled “380 Downing Drive, LLC” as prepared by Site Design Consultants, dated October 7, 2025 and last revised February 17, 2026, be approved subject to the modifications and conditions listed below, and that the Chairman of this Board be and hereby is authorized to endorse this Board's approval of said plan upon compliance by the applicant with such modifications and requirements as noted below; and Additional requirements prior to signature by the Planning Board Chairman: Submission of inspection fees and security, in a form satisfactory to the Town Attorney, to the Engineering Department as required by the Town Engineer. Fees to be determined after Planning Board approval and a complete final set of drawings are submitted to the Town Engineer. Additional requirements: 1. Applicant must obtain all necessary permits from outside agencies if required. 380 Downing Drive Resolution #00-00 MS4 Stormwater Management Permit Page 3 of 3 2. Upon completion of the project, the Applicant must submit an as-built survey showing all improvements on the site. BE IT FURTHER RESOLVED that in accordance with Town Code Chapter 248 and Chapter 178, the application of Christopher Santomero for the approval of MS4 Stormwater Management Permit #FSWPP-007-26 is approved subject to the conditions listed therein; and RESOLVED that Permit #FSWPP-007-26 shall not be valid until it has been signed by the Chairman of this Board; RESOLVED that the Applicant will retain an independent third-party Environmental Systems Planner, a “Qualified Inspector” as defined by the New York State Department of Environmental Conservation in the SPDES General Permit for Stormwater Discharges from Construction Activity, to supervise and be present during the construction of the erosion control measures, and which Environmental Systems Planner will provide bi-weekly inspection reports regarding the status of erosion control measures to the approval authority via the Environmental Inspector and the Planning Department throughout construction; and RESOLVED that the Applicant must notify the Planning Board in writing stating the name of the Environmental Systems Planner or Firm that will be completing the bi-weekly inspection reports and shall notify the Planning Board in writing if this Planner or Firm changes; and BE IT FURTHER RESOLVED that all requirements of Planning Board Resolution #26-08 remain in full force and effect; and BE IT FURTHER RESOLVED that unless a building permit has been issued by <DATE>, or a time extension has been granted by the Planning Board, this approval will be null and void. MJM Subdivision WLF B1+B37 WLF B2 WLF B3 WLF B4 WLF B5 WLF B6 WLF B7 WLF B8 WLF B9 WLF B10 WLF B11 WLF B12 WLF B13 WLF B14 WLF B15 WLF B16 WLF B17 WLF B18 WLF B20 WLF B21 WLF B22 WLF B23 WLF B24 WLF B25 WLF B26 WLF B27 WLF B28 WLF B29 WLF B30 WLF B31 WLF B32 WLF B33 WLF B34 WLF B36 WLF B36 WLF D1 D29 WLF D2 WLF D3 WLF D4 WLF D5 WLF D6 WLF D7 WLF D8 WLF D9 WLF D10 WLF D11 WLF D12 WLF D13 WLF C4 WLF C5 WLF B5 WLF B4WLF D14 WLF D15 WLF D16 WLF D17 WLF D18 WLF D20 WLF D21 WLF D22 WLF D23 WLF D24 WLF D25 WLF D6 WLF D27 WLF D28 WLF C3 WLF B3 WLF B2WLF C2 WLF C1 WLF B1 100.00' 100.00' 100. 0 0' 100.00' 100.00' 10 0 . 0 0 ' 100.00' WLF # B19 (MISSING) WLF # D 1 9 ( MI S SI N G)100.00'100.00'100.00' 100.00' 100. 0 0' 1 36" 580590 57061062 0 WWWWWWWWWWWWWWWWWWWWWWW W W WWWWWWWWWWEND OF NYCDEP WATERSHED SheetYorktown Heights, NY 10598www.sitedesignconsultants.com Fax: (914) 962-7386 Land PlannersEngineer: NYS Lic. No. 64431Joseph C. Riina, P.E.251-F Underhill Avenue,Civil Engineers (914) 962-4488 -DATE:SCALE:DRAWN BY: No.Revisions:DateComments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. NOTE: 1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY LINK LAND SURVEYOR, P.C., DATED 01/11/25 . THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.COPYRIGHT © 2025 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDSAFE DIG Before You Dig, Drill or Blast! CALL US TOLL FREE 811 or 1-800-962-7962 NY Industrial Code Rule 753 requires no less than two working days notice, but not more than ten days notice. www.digsafelynewyork.com PROJECT #PREPARED FORMJM LANDDEVELOPMENT CORP.SITE PLAN3232 Gomer StreetWestchester County, NYTown of Yorktown05/28/25AKM22-01F:\2022\22-01 MJM SUBDIVISION- GOMER ST, YORKTOWN\ENGINEERING\CAD\C3D-22-01 JOHN GERBINO - MJM SUBD 3232 GOMER ST\DWG\22-01 MJM SITE PLAN.DWG 1/16/2017 3:19:52 PM1.10/8/2025Submission To Planning Board2.11/17/2025Submission To Planning Board3.01/28/2026Submission To Planning Board000 20 40 80 SCALE: 1"=40'-0"1" = 40'WETLANDMITIGATION PLANC o n s e r v a t i o n E a s e m e n t Conservation Easement Conservation EasementAru Qru Qru Qru Ble Aru Aru Aru Ble Ble Qru Qru Lst Lst Lst Pse Pse Pse Qpa Qru Ble Aru Ble Qpa Qpa Ble Aru Qru 5 HV 7 CS 7 CS 5 VD 5 VD Aru Aru Aru Aru Aru Aru Aru Aru Aru Aru Aru 3 AC 3 AC 5 HV 5 HV 7 LB 7 LB 5 VD 5 HV Aru AruAru Aru Aru Aru Aru Aru Aru 5 CS 5 HV 3 AC 5 VD 7 LB 7 LB 3 AC Deer fencing will be placed around plantings to prevent deer browsing Mitigation area = 23,821 sq ft Mitigation area = 37,708 sq ft Invasive Species Removal Area Wetland Disturbance = 438 sq ft Shrubs Tree Invasive Species Monitoring and Control Program Japanese barberry, japanese stilt grass, garlic mustard, and multiflora rose are all noted as present within and adjacent to the wetlands on the project site. These invasive species favor areas of disturbed soils and edge areas. This plan will implement an invasive species monitoring and manual control program for the duration of construction and development of the project. It has been designed to carry over into the needed maintenance plans that will need to be developed and implemented by the Project Owner. Those areas of the site that are closest to the existing wetlands and watercourses have been disturbed and re-graded over the years. These are the portions of the site that are known to support invasive species which are altering the character of the wetlands and adjacent areas and representing a long term risk to the native vegetative community. By controlling exotic vegetation and reducing deer populations due to increased human activity on the site, nearby native plants will have less competition and therefore have more resources available for their own growth. An invasive species monitoring and control program will be implemented at the project site as part of the overall development plan. Species targeted from removal include the following: Multiflora rose (Rosa multiflora) Japanese barberry (Berberis thunbergii) Japanese stiltgrass (Microstegium vimineum) Garlic mustard (Alliaria petiolate) The above listed species and all other invasive non-native plants that are detrimental to the ecology of the project site will be removed during site development to the extent practicable. The goal of this program is to reduce the presence of exotic/invasive species to a threshold of less than ten percent total cover within the areas shown on the Wetland Restoration and Buffer Enhancement Plan (the “Plan”). A qualified biologist/botanist will supervise the removal of invasive species. Invasive species can be removed in several ways, depending on the location and species of the plant. 1. If a shrub is isolated and does not have its root system entwined with other plants, it may be removed mechanically. As much of the root system as possible should be removed to prevent the possibility of the invasive plant sprouting from the root pieces left behind 2. If a shrub is growing amongst other native plants in a way that uprooting it may disturb surrounding native plants warranting preservation, the plant may be most safely and effectively removed by chemical means. To remove by chemical means, the plant shall first be cut back to a few stubs and stumps, about twelve inches from the base. An EPA approved solution of glyphosate (Round-up or equivalent) shall be painted on the ends of the stumps. This technique shall be applied in the early fall months before the onset of plant dormancy. Proper notification must be made prior to the application of all restricted pesticides, and application made by a licensed applicator, if required. During project construction, glyphosate will only be applied by a licensed herbicide applicator, as coordinated with the Environmental Site Monitor. Only hand- cutting and removal will be allowed within the Wetland Controlled Area. 3. Highly invasive groundcovers, such as Japanese honeysuckle, are difficult to eliminate due to their habit of rooting along the stem. Groundcovers of this type will be removed by hand or mechanically. If after the second year of treatment the species persists, it may be sprayed with glyphosate, using a very close and targeted application during the active growing season. If the plant is growing among other herbaceous or shrub material that would be harmed by spraying, the glyphosate shall be applied by brush or mechanical removal should be considered. Repeated treatments may be necessary to remove the plant completely. 4. Highly invasive annuals, such as garlic mustard, are difficult to eliminate due to their growth from seed that is widespread among the soil seed bank where the plants are found. Several methods may be utilized in removing this type of invasive plants. If the species is growing densely without other plants, the area will be sprayed with glyphosate during the active growing season, following the manufacturer's recommendations. Species will also be removed by hand. Both methods should be performed before plants set seed. Both methods shall be performed multiple times over a season and possibly over several seasons to completely eradicate the target species. Monitoring and Maintenance Schedule Following development of the site, a maintenance plan will include the regular inspection of undisturbed areas as shown on the Plan, and removal of these species as necessary. This represents the transitional areas that are most susceptible to opportunistic settling of invasive species. It is anticipated that a schedule of inspections three times a year for the first three years following full project build out (early, mid and late growing season) will be adequate for the identification and removal of the invasive species in this area. All activities related to invasive species control, monitoring and assessment of achievement of the 10 percent tolerance threshold for coverage by all invasive species on the project site will be coordinated with the Environmental Site Monitor. These inspections will include the mapping and identification of locations and extent of cover of invasive species, and identify the methods to be used for the subsequent removal. Following treatment, a brief report outlining extent, location and removal method for each species shall be prepared and filed with the Town. Mitigation Planting Plant choices for the wetland buffer enhancement were made according to existing site conditions and locally common species. All planting will proceed by hand. Materials will be brought to the site in good condition (see below) and then placed in central drop locations. The materials will then be hand- carried to their planting locations and in turn, planted by hand. Only rounded, shallow planting shovels will be used in this effort. Criteria for selecting plant material will include (1) the plant's ability to withstand the expected light and saturation conditions; (2) its demonstrated survival on this site and other nearby sites; (3) the plant must be native and non-invasive; and (4) whether the plant material is available at nurseries in the same region as the site. See Table 1 for complete plant species list. Seed mix was chosen based on the species' ability to survive in moist areas adjacent to the road with some sun. Planting will be done in spring or early summer (between April 1 and July 1). Shrubs may also be planted in the late summer to early fall (September 1 to October 30). In all cases, a hole will be dug twice as deep as the root ball. The only shovels allowed are rounded, shallow spades. The hole will then be backfilled with a thin layer (two to four inches) of rich, organic topsoil, the plant placed inside, the hole backfield to the top and then gently tamped down. Container-grown plant material delivered to the job site will be inspected to assure moist soil/root masses. Any dry and light weight plants will not be accepted. If not planted immediately the container will be stored out of the sun and wind and kept moist (i.e., a means of watering will be provided and watering will occur daily). When removed from the containers, the plants will be the size of the specified container. If in leaf, the plants will appear healthy with no spots, leaf damage, discoloration, insects or fungus. If not in leaf, the buds will be firm and free of damage, discoloration, insects or fungus. Containers will be a minimum of quart size for shrubs and gallon size for trees. Plants not having an abundance of well developed terminal buds on the leaders and branches will be rejected. The stems and branches of all plants will be turgid and the cambium healthy or the plants rejected. Seeding within wetland areas should not be completed when there is more than two inches of standing water, or in areas that are likely to be flooded. Seeds should be broadcast by hand or knapsack seeder using the proper seeding rate (13 pounds per acre), and carefully proportioning seed for the entire area. Cover with a light layer of straw following seeding. Plan Notes 1. Prior to commencement of site work, silt fence is to be placed at limit of disturbance. 2. Spread straw and seed area of buffer enhancement with Pinelands Riparian Buffer Mix or equivalent. Companion seed with annual ryegrass as per grower’s recommendations. 3. Shrubs will be planted within the proposed buffer enhancement area as specified on the plan and the table. 4. A deer fence will be placed around plantings to prevent deer browsing. Mitigation Plantings Maintenance and Monitoring At least one pre-construction meeting will occur between the chosen grading and/or planting contractor/subcontractor and the site environmental systems planner prior to beginning construction on site. The construction monitor will have experience in wetland construction and a Bachelors of Science degree in Natural and/or Physical Resources. Monitoring and maintenance efforts for the mitigation plantings will take place over a five year period following construction. This will include bi-weekly visits for the first growing season, and then twice a year for the next two years, with additional inspections as required depending on conditions. The applicant's environmental monitor will conduct a survey of the site and site conditions will be noted and adjusted as necessary. Plantings will meet or exceed an 85 percent survival rate by the end of the second growing season. If this goal is not met, the site will be re-evaluated, and re-grading and/or replanting will be completed as necessary. Plant species selection for wetland creation and enhancement areas: 20 Arrowwood - Viburnum dentatum (VD) 12 Shadblow - Amelanchier canadensis (AC) 19 Redosier dogwood - Cornus sericea (CS) 25 Witchhazel - Hamamelis virginiana (HV) 28 Spicebush - Lindera benzoin (LB) 26 Red Maple - Acer rubrum (Aru) 7 Red Oak - Quercus rubrum (Qru) 3 Pin Oak - Quercus palustris (Qpa) 3 Sweetgum - Liquidambar styraciflua (Lst) 6 Sweet Birch - Betula lenta (Ble) 3 Black Cherry - Prunus serotina (Pse) Shadblow will be planted in a 5 gallon container, all other shrubs will be planted in a 3 gallon container Trees will be 2” to 2 1/2” in diameter Seed mix - ERNST ERNMX-122 FACW Wetland Meadow Mix or equivalent - applied at 20 lbs/acre Tim Miller Associates, Inc. Environmental and Planning Services 10 North Street, Cold Spring, NY 845 265 4400 = Wetland Disturbance = 438 sq ft = Limit of Disturbance = Wetland Buffer Disturbance = 33,519 sq ft = Wetland Mitigation Area = 61,529 From:Robyn Steinberg To:Nancy Calicchia Subject:FW: MJM Tree Fund Calculation Date:Friday, January 30, 2026 3:20:49 PM Attachments:Outlook-1ofwl3y2.png Tree Bank Fund Calculations 1-29-26.pdf image001.png From: Allison Marino Sent: Thursday, January 29, 2026 4:07 PM To: Robyn Steinberg <rsteinberg@yorktownny.gov> Cc: Joseph Riina ; Sarah Babyak ; Subject: MJM Tree Fund Calculation CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hi Robyn, Attached is the Tree Fund calculations for the MJM subdivision broken down between the 2 road constructions and total lot constructions. As you and Sarah discussed yesterday afternoon, the town spreadsheet was used for the total lots as there is a large amount of disturbance. Please review and let us know if you have any comments. If there are no comments, please let me know if you need any hard copies. Thanks, Allison Marino, E.I.T. Site Design Consultants 251-F Underhill Avenue Yorktown Heights, NY 10598 (P) 914-962-4488 (F) 914-962-7386 www.sitedesignconsultants.com 2019 Westchester Municipal Planning Federation Award Winning Projects: Granite Knolls Sports and Recreational Complex – Town of Yorktown Elliott Way Pedestrian Connection – Village of Croton-on-Hudson NOTICE: CONFIDENTIAL INFORMATION This e-mail transmission, and any documents, files or previous e-mail messages attached to it may contain confidential information that is legally privileged. If you are not the intended recipient, or a person responsible for delivering it to the intended recipient, you are hereby notified that any disclosure, copying, distribution or use of any of the information contained in or attached to this transmission is STRICTLY PROHIBITED. If you have received this transmission in error, please immediately notify the sender. Please destroy the original transmission and its attachments without reading or saving in any manner. Total Trees to be RemovedProtected Trees to be Removed Mitigation PlantingsProtected Woodland Disturbance (sq ft)Protected Tree Removal Payment to Tree Bank FundProtected Woodland Payment to Tree Bank Total Payment to Tree Bank FundRoad off Gomer St862924,79256$ 1,488$ 1,544$ Road off Cordial Rd39 361920,015 3,185$ 1,201$ 4,386$ All Lots270 1780213,162 17,800$ 12,790$ 30,590$ Tree Bank Fund Payment Summary Tree ID Common Name Scientific Name DBH Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 2 --20 N N Y Y 0 3 Black Locust Robinia pseudoacacia 14 N Y N Y 0 78 Walnut Juglans nigra 36 Y N N Y 1 79 Ash Fraxinus americana 8 N N N Y 1 80 Elm Ulmus americana 12 N N N Y 1 83 Sugar Maple Acer saccharum 20 N N N Y 1 84 Ash Fraxinus americana 8 N N N Y 1 99 Mulberry Morus rubra 12 N N N Y 1 8 6 16.00 3 5.33 6 32 29 5.44 0.56 56.00$ 0.57 24,792 4.96 1,488$ J: Disturbed Protected Woodland (square feet) K Area subject to regulation (J/5,000 sq ft) L: Calculated Payment to Tree Bank Fund (Kx300) Trees to be Removed Protected Trees to be removed G: Trees Being Replaced E: Required # of replacement trees (CxD) F: # of replacement trees being planted H: Tree deficit (D-G) I: Calculated payment to tree bank fund (H*100) Protected Woodland Calculation: I: Disturbed Protected Woodland (acres) TREE INVENTORY: Road Off Gomer Street Protected Tree Calculation: A: Average DBH of protected trees being removed (inches) B: Average DBh of replacement trees (inches) C: Mitigation Ratio (A/B) D: Protected Trees to be removed Tree ID Common Name Scientific Name DBH Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 259 Red Maple Acer rubrum 12 N N N Y 1 260 Red Maple Acer rubrum 12 N N N Y 1 267 Red Maple Acer rubrum 8 N N N Y 1 268 Red Maple Acer rubrum 24 Y N N Y 1 269 Red Maple Acer rubrum 10 N N N Y 1 322 Black Locust Robinia pseudoacacia 14 N Y N Y 0 323 Black Cherry Prunus serotina 24 Y N N Y 1 324 Red Maple Acer rubrum 8 N N N Y 1 325 Red Maple Acer rubrum 10 N N N Y 1 326 Sugar Maple Acer saccharum 14 N N N Y 1 327 Red Maple Acer rubrum 12 N N N Y 1 388 Red Maple Acer rubrum 18 N N N Y 1 394 Black Cherry Prunus serotina 20 N N N Y 1 396 Black Cherry Prunus serotina 12 N N N Y 1 397 Red Maple Acer rubrum 10 N N N Y 1 398 Black Cherry Prunus serotina 24 Y N N Y 1 399 Red Maple Acer rubrum 12 N N N Y 1 400 Red Maple Acer rubrum 12 N N N Y 1 403 Red Maple Acer rubrum 8 N N N Y 1 405 Hickory Carya spp.16 N N N Y 1 406 Elm Ulmus americana 8 N N N Y 1 407 Black Locust Robinia pseudoacacia 8 N Y N Y 0 408 Red Maple Acer rubrum 10 N N N Y 1 409 Red Maple Acer rubrum 10 N N N Y 1 410 Red Maple Acer rubrum 12 N N N Y 1 411 Black Locust Robinia pseudoacacia 18 N Y N Y 0 412 Red Maple Acer rubrum 12 N N N Y 1 416 Red Maple Acer rubrum 10 N N N Y 1 418 Red Maple Acer rubrum 18 N N N Y 1 TREE INVENTORY: Road off Cordial Rd 419 Hickory Carya spp.18 N N N Y 1 422 Red Maple Acer rubrum 18 N N N Y 1 423 Red Maple Acer rubrum 20 N N N Y 1 424 Red Maple Acer rubrum 14 N N N Y 1 425 Hickory Carya spp.14 N N N Y 1 426 Shagbark HickoryCarya ovata 10 N N N Y 1 427 Shagbark HickoryCarya ovata 14 N N N Y 1 428 Elm Ulmus americana 10 N N N Y 1 429 Red Maple Acer rubrum 12 N N N Y 1 430 Red Maple Acer rubrum 18 N N N Y 1 39 36 13.72 3 4.57 36 165 19 4.15 31.85 3,185$ 0.46 20,015 4.00 1,201$ I: Calculated payment to tree bank fund (H*100) Protected Woodland Calculation: I: Disturbed Protected Woodland (acres) J: Disturbed Protected Woodland (square feet) K Area subject to regulation (J/5,000 sq ft) L: Calculated Payment to Tree Bank Fund (Kx300) C: Mitigation Ratio (A/B) D: Protected Trees to be removed E: Required # of replacement trees (CxD) F: # of replacement trees being planted G: Trees Being Replaced (F/C) H: Tree deficit (D-G) Protected Trees to be removedTrees to be removed Protected Tree Calculation: A: Average DBH of protected trees being removed (inches) B: Average DBh of replacement trees (inches) Tag ID Common Name Scientific Name DBH Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N Protected Tree Count 0/1 1 Sugar Maple Acer saccharum 36 Y N N Y 1 31 Black Locust Robinia pseudoacacia 18 N Y N Y 0 32 Black Cherry Prunus serotina 12 N N N Y 1 35 Red Maple Acer rubrum 14 N N N Y 1 36 Black Locust Robinia pseudoacacia 18 N Y N Y 0 37 Black Locust Robinia pseudoacacia 24 Y Y N Y 0 38 Black Locust Robinia pseudoacacia 10 N Y N Y 0 39 Black Locust Robinia pseudoacacia 24 Y Y N Y 0 40 Black Locust Robinia pseudoacacia 20 N Y N Y 0 41 Ash Fraxinus americana 8 N N N Y 1 42 Black Locust Robinia pseudoacacia 18 N Y N Y 0 43 Black Locust Robinia pseudoacacia 18 N Y N Y 0 44 Sugar Maple Acer saccharum 14 N N N Y 1 47 Ailanthus Ailanthus altissima 10 N Y N Y 0 48 Black Locust Robinia pseudoacacia 12 N Y N Y 0 49 Black Locust Robinia pseudoacacia 18 N Y N Y 0 50 Elm Ulmus americana 8 N N N Y 1 51 Black Locust Robinia pseudoacacia 16 N Y N Y 0 52 Black Locust Robinia pseudoacacia 24 Y Y N Y 0 53 Black Locust Robinia pseudoacacia 18 N Y N Y 0 54 Black Locust Robinia pseudoacacia 20 N Y N Y 0 55 Ailanthus Ailanthus altissima 8 N Y N Y 0 56 Ailanthus Ailanthus altissima 8 N Y N Y 0 57 Apple Malus coronaria 14 N N N Y 1 58 Apple Malus coronaria 14 N N N Y 1 59 Black Locust Robinia pseudoacacia 20 N Y N Y 0 60 Black Locust Robinia pseudoacacia 16 N Y N Y 0 61 Black Locust Robinia pseudoacacia 12 N Y N Y 0 62 Elm Ulmus americana 20 N N N Y 1 63 Elm Ulmus americana 8 N N N Y 1 TREE INVENTORY: All Lots 64 Red Maple Acer rubrum 14 N N N Y 1 65 Black Locust Robinia pseudoacacia 14 N Y N Y 0 67 Black Locust Robinia pseudoacacia 12 N Y N Y 0 68 Black Cherry Prunus serotina 8 N N N Y 1 69 Black Locust Robinia pseudoacacia 12 N Y N Y 0 75 Walnut Juglans nigra 18 N N N Y 1 76 --12 N N Y Y 0 77 Walnut Juglans nigra 12 N N N Y 1 81 Sugar Maple Acer saccharum 12 N N N Y 1 82 Red Maple Acer rubrum 12 N N N Y 1 85 Walnut Juglans nigra 10 N N N Y 1 86 Red Maple Acer rubrum 10 N N N Y 1 87 Elm Ulmus americana 14 N N N Y 1 88 Ailanthus Ailanthus altissima 12 N Y N Y 0 89 Hickory Carya spp.14 N N N Y 1 91 Hickory Carya spp.8 N N N Y 1 92 Walnut Juglans nigra 12 N N N Y 1 93 Walnut Juglans nigra 20 N N N Y 1 94 Red Maple Acer rubrum 10 N N N Y 1 95 Norway Maple Acer platanoides 10 N Y N Y 0 96 Red Maple Acer rubrum 10 N N N Y 1 97 Black Cherry Prunus serotina 8 N N N Y 1 101 Red Maple Acer rubrum 10 N N N Y 1 102 Red Maple Acer rubrum 8 N N N Y 1 103 Black Locust Robinia pseudoacacia 12 N Y N Y 0 104 Black Locust Robinia pseudoacacia 12 N Y N Y 0 105 Black Cherry Prunus serotina 12 N N N Y 1 106 Red Maple Acer rubrum 8 N N N Y 1 107 Red Maple Acer rubrum 10 N N N Y 1 108 Black Cherry Prunus serotina 18 N N N Y 1 109 Red Maple Acer rubrum 8 N N N Y 1 110 Black Locust Robinia pseudoacacia 10 N Y N Y 0 111 Black Locust Robinia pseudoacacia 10 N Y N Y 0 112 Black Locust Robinia pseudoacacia 8 N Y N Y 0 113 Black Locust Robinia pseudoacacia 10 N Y N Y 0 114 Black Cherry Prunus serotina 20 N N N Y 1 115 Red Maple Acer rubrum 8 N N N Y 1 116 Black Cherry Prunus serotina 18 N N N Y 1 117 Red Maple Acer rubrum 8 N N N Y 1 118 Red Maple Acer rubrum 8 N N N Y 1 119 Red Maple Acer rubrum 8 N N N Y 1 120 Red Maple Acer rubrum 10 N N N Y 1 121 Red Maple Acer rubrum 8 N N N Y 1 122 Black Locust Robinia pseudoacacia 10 N Y N Y 0 123 Red Maple Acer rubrum 10 N N N Y 1 124 Red Maple Acer rubrum 8 N N N Y 1 125 Red Maple Acer rubrum 8 N N N Y 1 126 Red Maple Acer rubrum 8 N N N Y 1 127 Black Locust Robinia pseudoacacia 8 N Y N Y 0 128 Red Maple Acer rubrum 10 N N N Y 1 129 Black Locust Robinia pseudoacacia 14 N Y N Y 0 130 Red Maple Acer rubrum 8 N N N Y 1 131 Red Maple Acer rubrum 8 N N N Y 1 132 Red Maple Acer rubrum 12 N N N Y 1 133 Red Maple Acer rubrum 8 N N N Y 1 134 Red Maple Acer rubrum 8 N N N Y 1 135 Black Locust Robinia pseudoacacia 12 N Y N Y 0 136 Red Maple Acer rubrum 12 N N N Y 1 137 Red Maple Acer rubrum 10 N N N Y 1 138 Black Locust Robinia pseudoacacia 18 N Y N Y 0 139 Black Locust Robinia pseudoacacia 12 N Y N Y 0 146 Red Maple Acer rubrum 8 N N N Y 1 147 Black Cherry Prunus serotina 10 N N N Y 1 148 Black Locust Robinia pseudoacacia 12 N Y N Y 0 149 Red Maple Acer rubrum 10 N N N Y 1 150 Sugar Maple Acer saccharum 8 N N N Y 1 151 Black Cherry Prunus serotina 8 N N N Y 1 152 Red Maple Acer rubrum 12 N N N Y 1 153 Black Cherry Prunus serotina 12 N N N Y 1 154 Black Cherry Prunus serotina 14 N N N Y 1 163 Red Maple Acer rubrum 10 N N N Y 1 164 Black Locust Robinia pseudoacacia 30 Y Y N Y 0 165 Shagbark Hickory Carya ovata 12 N N N Y 1 166 Red Maple Acer rubrum 14 N N N Y 1 167 Sugar Maple Acer saccharum 8 N N N Y 1 168 Black Cherry Prunus serotina 18 N N N Y 1 169 Black Locust Robinia pseudoacacia 12 N Y N Y 0 170 Sugar Maple Acer saccharum 8 N N N Y 1 171 Sugar Maple Acer saccharum 8 N N N Y 1 172 Black Locust Robinia pseudoacacia 8 N Y N Y 0 173 Black Locust Robinia pseudoacacia 12 N Y N Y 0 174 Sugar Maple Acer saccharum 10 N N N Y 1 175 Black Locust Robinia pseudoacacia 10 N Y N Y 0 176 Sugar Maple Acer saccharum 10 N N N Y 1 177 Red Maple Acer rubrum 8 N N N Y 1 178 Black Cherry Prunus serotina 14 N N N Y 1 179 Red Maple Acer rubrum 8 N N N Y 1 180 Red Maple Acer rubrum 10 N N N Y 1 181 Sugar Maple Acer saccharum 8 N N N Y 1 182 Sugar Maple Acer saccharum 10 N N N Y 1 183 Black Locust Robinia pseudoacacia 12 N Y N Y 0 184 Red Maple Acer rubrum 8 N N N Y 1 185 Red Maple Acer rubrum 8 N N N Y 1 186 Black Cherry Prunus serotina 10 N N N Y 1 187 Black Cherry Prunus serotina 12 N N N Y 1 188 Red Maple Acer rubrum 8 N N N Y 1 189 Red Maple Acer rubrum 8 N N N Y 1 190 Red Maple Acer rubrum 8 N N N Y 1 191 Black Locust Robinia pseudoacacia 16 N Y N Y 0 192 Hickory Carya spp.8 N N N Y 1 193 Red Maple Acer rubrum 8 N N N Y 1 211 Red Maple Acer rubrum 8 N N N Y 1 212 Black Locust Robinia pseudoacacia 14 N Y N Y 0 215 Black Locust Robinia pseudoacacia 12 N Y N Y 0 216 Red Maple Acer rubrum 8 N N N Y 1 217 Black Locust Robinia pseudoacacia 12 N Y N Y 0 218 Black Locust Robinia pseudoacacia 14 N Y N Y 0 219 Black Cherry Prunus serotina 8 N N N Y 1 220 Red Maple Acer rubrum 12 N N N Y 1 222 Black Locust Robinia pseudoacacia 8 N Y N Y 0 223 Black Locust Robinia pseudoacacia 12 N Y N Y 0 224 Red Maple Acer rubrum 8 N N N Y 1 225 Red Maple Acer rubrum 10 N N N Y 1 226 Red Maple Acer rubrum 10 N N N Y 1 227 Black Locust Robinia pseudoacacia 18 N Y N Y 0 239 Hickory Carya spp.10 N N N Y 1 240 Red Maple Acer rubrum 8 N N N Y 1 241 Black Locust Robinia pseudoacacia 24 Y Y N Y 0 242 Black Locust Robinia pseudoacacia 14 N Y N Y 0 243 Black Locust Robinia pseudoacacia 46 Y Y N Y 0 244 Red Maple Acer rubrum 8 N N N Y 1 245 Red Maple Acer rubrum 8 N N N Y 1 246 Red Maple Acer rubrum 8 N N N Y 1 247 Red Maple Acer rubrum 12 N N N Y 1 248 Black Cherry Prunus serotina 18 N N N Y 1 249 Shagbark Hickory Carya ovata 8 N N N Y 1 250 Red Maple Acer rubrum 8 N N N Y 1 251 Red Maple Acer rubrum 12 N N N Y 1 252 Red Maple Acer rubrum 14 N N N Y 1 253 Red Maple Acer rubrum 10 N N N Y 1 254 Black Locust Robinia pseudoacacia 10 N Y N Y 0 255 Red Maple Acer rubrum 12 N N N Y 1 256 Black Locust Robinia pseudoacacia 24 Y Y N Y 0 257 Red Maple Acer rubrum 8 N N N Y 1 258 Sugar Maple Acer saccharum 10 N N N Y 1 261 Black Locust Robinia pseudoacacia 8 N Y N Y 0 262 Red Maple Acer rubrum 10 N N N Y 1 263 Black Locust Robinia pseudoacacia 30 Y Y N Y 0 264 Red Maple Acer rubrum 8 N N N Y 1 265 Red Maple Acer rubrum 8 N N N Y 1 266 Black Locust Robinia pseudoacacia 18 N Y N Y 0 276 Hickory Carya spp.10 N N N Y 1 277 Black Locust Robinia pseudoacacia 12 N Y N Y 0 278 Hickory Carya spp.8 N N N Y 1 279 Red Maple Acer rubrum 8 N N N Y 1 280 Red Maple Acer rubrum 8 N N N Y 1 281 Black Locust Robinia pseudoacacia 12 N Y N Y 0 282 Black Locust Robinia pseudoacacia 14 N Y N Y 0 283 Black Locust Robinia pseudoacacia 14 N Y N Y 0 284 Red Maple Acer rubrum 30 Y N N Y 1 285 Sweet Birch Betula Lenta 10 N N N Y 1 286 Sugar Maple Acer saccharum 8 N N N Y 1 287 Hickory Carya spp.8 N N N Y 1 288 Sugar Maple Acer saccharum 8 N N N Y 1 289 Red Maple Acer rubrum 8 N N N Y 1 290 Red Maple Acer rubrum 10 N N N Y 1 291 Black Cherry Prunus serotina 12 N N N Y 1 292 Sugar Maple Acer saccharum 8 N N N Y 1 293 Red Maple Acer rubrum 24 Y N N Y 1 294 Black Cherry Prunus serotina 30 Y N N Y 1 295 Red Maple Acer rubrum 10 N N N Y 1 296 Red Maple Acer rubrum 10 N N N Y 1 297 Black Locust Robinia pseudoacacia 12 N Y N Y 0 298 Black Locust Robinia pseudoacacia 8 N Y N Y 0 299 Red Maple Acer rubrum 14 N N N Y 1 300 Black Locust Robinia pseudoacacia 12 N Y N Y 0 301 Red Maple Acer rubrum 12 N N N Y 1 302 Red Maple Acer rubrum 8 N N N Y 1 303 Red Maple Acer rubrum 24 Y N N Y 1 304 Red Maple Acer rubrum 8 N N N Y 1 305 Black cherry Prunus serotina 8 N N N Y 1 306 Red Maple Acer rubrum 8 N N N Y 1 307 Black Locust Robinia pseudoacacia 14 N Y N Y 0 308 Black Locust Robinia pseudoacacia 14 N Y N Y 0 309 Black Locust Robinia pseudoacacia 18 N Y N Y 0 310 Red Maple Acer rubrum 8 N N N Y 1 311 Red Maple Acer rubrum 8 N N N Y 1 312 Black Locust Robinia pseudoacacia 12 N Y N Y 0 313 Black Locust Robinia pseudoacacia 10 N Y N Y 0 314 Red Maple Acer rubrum 8 N N N Y 1 315 Black Locust Robinia pseudoacacia 18 N Y N Y 0 316 Black Locust Robinia pseudoacacia 12 N Y N Y 0 317 Black Locust Robinia pseudoacacia 12 N Y N Y 0 318 Black Locust Robinia pseudoacacia 14 N Y N Y 0 319 Black Locust Robinia pseudoacacia 14 N Y N Y 0 320 Red Maple Acer rubrum 16 N N N Y 1 321 Red Maple Acer rubrum 10 N N N Y 1 328 Red Maple Acer rubrum 10 N N N Y 1 329 Black Locust Robinia pseudoacacia 18 N Y N Y 0 330 Red Maple Acer rubrum 10 N N N Y 1 331 Red Maple Acer rubrum 12 N N N Y 1 332 Red Maple Acer rubrum 12 N N N Y 1 333 Black Locust Robinia pseudoacacia 16 N Y N Y 0 334 Red Maple Acer rubrum 24 Y N N Y 1 335 Red Maple Acer rubrum 8 N N N Y 1 336 Red Maple Acer rubrum 20 N N N Y 1 337 Red Maple Acer rubrum 12 N N N Y 1 338 Red Maple Acer rubrum 14 N N N Y 1 339 Elm Ulmus americana 10 N N N Y 1 340 Black Locust Robinia pseudoacacia 18 N Y N Y 0 341 Black Locust Robinia pseudoacacia 18 N Y N Y 0 342 Red Maple Acer rubrum 16 N N N Y 1 343 Red Maple Acer rubrum 20 N N N Y 1 355 Red Maple Acer rubrum 10 N N N Y 1 356 Black Cherry Prunus serotina 12 N N N Y 1 357 Red Maple Acer rubrum 12 N N N Y 1 358 Red Maple Acer rubrum 10 N N N Y 1 359 Black Locust Robinia pseudoacacia 14 N Y N Y 0 360 Black Locust Robinia pseudoacacia 14 N Y N Y 0 361 Red Maple Acer rubrum 12 N N N Y 1 362 Red Maple Acer rubrum 12 N N N Y 1 363 Black Locust Robinia pseudoacacia 30 Y Y N Y 0 364 Red Maple Acer rubrum 10 N N N Y 1 365 Red Maple Acer rubrum 10 N N N Y 1 366 Red Maple Acer rubrum 36 Y N N Y 1 367 Red Maple Acer rubrum 10 N N N Y 1 368 Red Maple Acer rubrum 20 N N N Y 1 369 Red Maple Acer rubrum 14 N N N Y 1 370 Black Locust Robinia pseudoacacia 16 N Y N Y 0 371 Black Locust Robinia pseudoacacia 12 N Y N Y 0 372 Red Maple Acer rubrum 12 N N N Y 1 373 Black Locust Robinia pseudoacacia 20 N Y N Y 0 374 Red Maple Acer rubrum 8 N N N Y 1 375 Red Maple Acer rubrum 12 N N N Y 1 376 Black Cherry Prunus serotina 16 N N N Y 1 377 Red Maple Acer rubrum 10 N N N Y 1 378 Black Locust Robinia pseudoacacia 16 N Y N Y 0 379 Red Maple Acer rubrum 16 N N N Y 1 380 Red Maple Acer rubrum 24 Y N N Y 1 381 Black Locust Robinia pseudoacacia 12 N Y N Y 0 382 Black Locust Robinia pseudoacacia 10 N Y N Y 0 383 Red Maple Acer rubrum 10 N N N Y 1 387 Beech Fagus grandifolia 8 N N N Y 1 395 Red Maple Acer rubrum 16 N N N Y 1 401 Black Locust Robinia pseudoacacia 12 N Y N Y 0 402 Red Maple Acer rubrum 12 N N N Y 1 413 Red Maple Acer rubrum 14 N N N Y 1 414 Red Maple Acer rubrum 10 N N N Y 1 415 Red Maple Acer rubrum 12 N N N Y 1 432 Red Maple Acer rubrum 30 Y N N Y 1 270 178 11.57 3 3.86 178 687 0 687 17,800$ 4.89 213,162 42.63 12,790$ I: Disturbed Protected Woodland (acres) J: Disturbed Protected Woodland (square feet) D: Protected Trees to be removed E: Required # of replacement trees (CxD) F: # of replacement trees being planted G: Tree deficit (E-F) H: Calculated payment to tree bank fund ((D-F)*100) Protected Trees to be removed K Area subject to regulation (J/5,000 sq ft) L: Calculated Payment to Tree Bank Fund (Kx300) A: Average DBH of protected trees being removed (inches) B: Average DBh of replacement trees (inches) C: Mitigation Ratio (A/B) Protected Tree Calculation: Protected Woodland Calculation: Trees to be removed Ailanthus 0 Apple 0 Ash 0 Y 91 Beech 0 N 179 Black Cherry 0 Total 270 Black Locust 0 Elm 0 Hickory 0 Mulberry 0 Norway Maple 0 Red Maple 0 Sugar Maple 0 Shagbark Hickory 0 Sweet Birch 0 Walnut 0 Unknown 1 Total 1 DBH Size (inches)Number 8 0 10 0 12 0 14 0 16 0 18 0 20 0 Tree Species to be Removed To Be Removed Tree DBH to be removed 24 0 30 0 36 0 46 0 Total 0 1.9'12.0'12.0'15.0'SYSBWLF B1+B37WLF B2WLF B3WLF B4WLF B5WLF B6WLF B7WLF B8WLF B9WLF B10WLF B11WLF B12WLF B13WLF B14WLF B15WLF B16WLF B17WLF B18WLF B20WLF B21WLF B22WLF B23WLF B24WLF B25WLF B26WLF B27WLF B28WLF B29WLF B30WLF B31WLF B32WLF B33WLF B34WLF B36WLF B36WLF D1 D29WLF D2WLF D3WLF D4WLF D5WLF D6WLF D7WLF D8WLF D9WLF D10WLF D11WLF D12WLF D13WLF C4WLF C5WLF B5WLF B4WLF D14WLF D15WLF D16WLF D17WLF D18WLF D20WLF D21WLF D22WLF D23WLF D24WLF D25WLF D6WLF D27WLF D28WLF C3WLF B3WLF B2WLF C2WLF C1WLF B1100.00'100.00'100.00 '100.00'100.00'100.00'100.00'WLF # B19 (MISSING)WLF # D19 (MISS ING) 100. 0 0 '100.00'100.00'100.00'100.00 'D580590 5 7 0 610620DDYHOSWFUTURE ROADLILY COURTOSWSMSSSS40.0'RYSB(TYP.)50.0'TOWNR.O.W24.0'TOWNROADLOT 10.44 AC.19,025 SFLOT 20.59 AC.25,819 SFLOT 30.42 AC.18,093 SFLOT 40.45 AC.19,409 SFLOT 50.38 AC.16,455 SFLOT 61.36 AC.59,282 SFLOT 71.11 AC.48,408 SFLOT 80.52 AC.22,480 SFLOT 90.73 AC.31,641 SFLOT 101.15 AC.50,166 SFLOT 110.68 AC.29,543 SFLOT 120.73 AC.31,647 SFLOT 132.90 AC.126,406 SFPROPOSEDRESIDENCEEXISTINGRESIDENCE PROPOSEDRESIDENCEPROPOSEDRESIDENCEPROPOSEDRESIDENCEPROPOSEDRESIDENCEPR O P O S E D RE S I D E N C E PROPOSED RESIDENCE PROPOSEDRESIDENCEPROPOSEDRESIDENCEPROPOSEDRESIDENCE PR O P O S E D RE S I D E N C E PROPOSED RESIDENCEZONING ENVELOPE (TYP.)24.0'TOWNROAD50.0'TOWNR.O.WFF 627.15GF 626.00BF 618.00FF 619.50GF 609.50BF 609.50FF 622.82GF 621.82BF 613.82FF 622.50GF 622.00BF 613.50FF 5 9 7 . 0 0 GF 5 9 6 . 5 0 BF 5 8 8 . 5 0 FF 596.00 GF 595.50 BF 587.50 FF 596.50 GF 596.00 BF 588.00 FF 594.25GF 593.25BF 585.25FF 591.05GF 589.05BF 580.05FF 626.50GF 622.00BF 617.50FF 617 .50GF 608 .50BF 608 .50 FF 5 9 5 . 2 5 GF 5 9 4 . 2 5 BF 5 8 6 . 2 5 SPROPOSED 6"CONC. CURB (TYP.)PROPOSED 6"CURB (TYP.)PROPOSED LOTBOUNDARIES(TYP.)6.2'JAKE'S COURTMICHAEL COURT 5. 2 '40.0'FYSB(TYP.)40.0'RYSB(TYP.)20.0'SYSB(TYP.)25.0'SYSB(TYP.)40.0'FYSB30.1'25.0'SYSB(TYP.)50.7'65.0'20.0'SYSB48.6'68.1'20.0'SYSB20.0'SYSB254.1'20.0'SYSB20.0'SYSB(TYP.)40.0'RYSB(TYP.)40.0'RYSB(TYP.)40.0'FYSB(TYP.)20.0'SYSB15.0'SYSB40.0'FYSB20. 0 ' SY S B 32.3'20. 0 ' 32. 5 '165.1'20.0'SYSB40.0'FYSB206.3'191.2'20.0'20.0'SYSB77.6 '29.3'85.5'250.9'49.6'36.1'35.0'88.9'54.5'75.6'25.0'SYSB50.0'20.0'20.0'15' TOWN SEWER EASEMENT15' TOWN SEWER EASEMENTCONSERVATION EASEMENTC O N S E R V A T I O N E A S E M E N T CONSERVATION EASEMENTWWWWWWAPPROX. LOCATIONEXISTING WATERMAIN10'MIN.10'MIN.20.0'SYSB20.0'SYSB20.0'SYSB(TYP.)20 . 0 ' SY S B 20. 0 '41.9'41.6'20.0'SYSB25.0'30. 0 '26.0'25. 0 '22.0'30.0'12.0'12.0'40.0'RYSB(TYP.)26.0'20.0'SYSB4 0 . 0 'FYSB40.0'FYSB40.0'FYSB24.0'30 . 0 '20.0'SYSB20.0'SYSB40.0'15.0' 22. 0 ' 12 . 0 ' 20 . 0 ' SY S B 20 . 0 ' SY S B206.9'40.1'32.0'40.0'1 2 . 0 '28.6'40.0'FYSB40.0'FYSB17.5'28.0'53.6'74.5'18.0'18.0'28.0'28.0'40.0'FYSB40.0'FYSB40.0'FYSB12.0'12.0'12.0'29.9'40.9'RYSB40.0'RYSB40.8'RYSB84.8'40.0'RYSB40.0'RYSB20.0'SYSB(TYP.)20.0'SYSB55.2'25.0'12.0'18.0'28.0'PROPOSED LOTBOUNDARIES(TYP.)23.7'40.0'FYSB20.0'SYSB104.9'LOCATION MAPNOT TO SCALESITE DATA:OWNER / DEVELOPER:MJM LAND DEVELOPMENT CORP.3232 GOMER STREETYORKTOWN HEIGHTS, NY 10598PROJECT LOCATION: 3232 GOMER STREETTOWN OF YORKTOWNEXISTING TOWN ZONING: R1-20 SINGLE FAMILY RESIDENTIALPROPOSED USE: R1-20 SINGLE FAMILY RESIDENTIALTOWN TAX MAP DATA: SECTION 17.18, BLOCK 2, LOT 2SITE AREA : 12.3 ACRES (535,788 SF)SEWAGE FACILITIES: PUBLIC SEWERSWATER FACILITIES:PUBLIC WATER FACILITIESWATERSHEDS: HUDSON RIVER / CROTON RESERVOIRSheet Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - DATE: SCALE: DRAWN BY: No. Revisions: Date Comments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.NOTE:1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEENTAKEN FROM SURVEY MAP PREPARED BY LINK LAND SURVEYOR, P.C., DATED 01/11/25.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.COPYRIGHT © 2025 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDSAFE DIGBefore You Dig, Drill or Blast!CALL US TOLL FREE 811 or 1-800-962-7962NY Industrial Code Rule 753 requires no lessthan two working days notice, but not morethan ten days notice.www.digsafelynewyork.comPROJECT # PREPARED FOR MJM LAND DEVELOPMENT CORP. SITE PLAN 3232 Gomer Street Westchester County, NYTown of Yorktown 05/28/25 AKM 22-01 F:\2022\22-01 MJM SUBDIVISION- GOMER ST, YORKTOWN\ENGINEERING\CAD\C3D-22-01 JOHN GERBINO - MJM SUBD 3232 GOMER ST\DWG\22-01 MJM SITE PLAN.DWG 1/16/2017 3:19:52 PM 1.10/8/2025 Submission To Planning Board 2.11/17/2025 Submission To Planning Board00020 4080SCALE: 1"=40'-0"1" = 40'ZONING SCHEDULE:20,000 SF.35 FEET100 FT.40 FT.40 FT.15 FT.REQUIREDPRINCIPAL BUILDING COVERAGE:FRONT YARD SETBACK:REAR YARD SETBACK:ONE SIDE YARD SETBACK:MAXIMUM HEIGHT:MINIMUM LOT WIDTH:MINIMUM LOT AREA:40 FT.MINIMUM SIZE OF LOT:MINIMUM YARD DIMENSIONS:PRINCIPAL BUILDING:NONENONENONEVARIANCE REQUIREDNONENONENONER1-20, SINGLE FAMILY RESIDENTIALZONING DISTRICT:DIMENSIONAL REGULATIONS:COMBINED SIDE YARD SETBACK:NONEMAXIMUM % OF LOT TO BE OCCUPIED:PRINCIPAL BUILDING - FEET:NONEPRINCIPAL BUILDING - STORIES:NONE2 1/235 FEETACCESSORY BUILDING - FEET:NONEACCESSORY BUILDING - STORIES:NONE2 1/2100 FT.MINIMUM LOT DEPTH:NONE100 FT.MINIMUM ROAD FRONTAGE:NONE20% OFLOT AREAWETLAND DISTURBANCE:WETLANDIMPERVIOUS DISTURBANCEPROPOSED100' WETLAND ADJACENT AREAPROPOSED MITIGATIONCREATED WETLAND35 FEETLOT 12 1/235 FEET2 1/235 FEETLOT 22 1/235 FEET2 1/235 FEETLOT 32 1/235 FEET2 1/235 FEETLOT 42 1/235 FEET2 1/235 FEETLOT 52 1/235 FEET2 1/235 FEETLOT 62 1/235 FEET2 1/235 FEETLOT 72 1/235 FEET2 1/235 FEETLOT 112 1/235 FEET2 1/235 FEETLOT 122 1/235 FEET2 1/235 FEETLOT 132 1/235 FEET2 1/235 FEETLOT 82 1/235 FEET2 1/235 FEETLOT 92 1/235 FEET2 1/235 FEETLOT 102 1/235 FEET2 1/219,025 SF.115 FT.46 FT.69 FT.40 FT.40 FT.147 FT.96 FT.20% OFLOT AREA25,819 SF.121 FT.57 FT.44 FT.35 FT.40 FT.175 FT.153 FT.20% OFLOT AREA18,093 SF.128 FT.75 FT.53 FT.52 FT.40 FT.147 FT.125 FT.20% OFLOT AREA19,409 SF.121 FT.167 FT.121 FT.20% OFLOT AREA16,455 SF.82 FT.46 FT.68 FT.16 FT.40 FT.125 FT.82 FT.20% OFLOT AREA66 FT.70 FT.25 FT.40 FT.59,282 SF.140 FT.47 FT.63 FT.15 FT.40 FT.226 FT.130 FT.20% OFLOT AREA48,408 SF.226 FT.51 FT.41 FT.21 FT.40 FT.123 FT.92 FT.20% OFLOT AREA22,480 SF.67 FT.40 FT.42 FT.20 FT.40 FT.60 FT.281 FT.20% OFLOT AREA31,641 SF.110 FT.147 FT.55 FT.15 FT.40 FT.278 FT.120 FT.20% OFLOT AREA50,166 SF.61 FT.189 FT.73 FT.20 FT.40 FT.291 FT.50 FT.20% OFLOT AREA29,543 SF.39 FT.170 FT.97 FT.22 FT.40 FT.301 FT.23 FT.20% OFLOT AREA31,647 SF.86 FT.97 FT.86 FT.23 FT.40 FT.212 FT.45 FT.20% OFLOT AREA126,406 SF.306 FT.74 FT.121 FT.32 FT.40 FT.226 FT.71 FT.20% OFLOT AREASITE PLANC-101PROJECT SITE05,798 SF440 SF32,150 SFSEE MITIGATION PLAN WLF B1+B37WLF B2WLF B3WLF B4WLF B5WLF B6WLF B7WLF B8WLF B9WLF B10WLF B11WLF B12WLF B13WLF B14WLF B15WLF B16WLF B17WLF B18WLF B20WLF B21WLF B22WLF B23WLF B24WLF B25WLF B26WLF B27WLF B28WLF B29WLF B30WLF B31WLF B32WLF B33WLF B34WLF B36WLF B36WLF D1 D29WLF D2WLF D3WLF D4WLF D5WLF D6WLF D7WLF D8WLF D9WLF D10WLF D11WLF D12WLF D13WLF C4WLF C5WLF B5WLF B4WLF D14WLF D15WLF D16WLF D17WLF D18WLF D20WLF D21WLF D22WLF D23WLF D24WLF D25WLF D6WLF D27WLF D28WLF C3WLF B3WLF B2WLF C2WLF C1WLF B1100.00'100.00'100.00 '100.00'100.00'100.00'100.00'WLF # B19 (MISSING)WLF # D19 (MISS ING) 100. 0 0 '100.00'100.00'100.00'100.00 '136"DDD580590 5 7 0 610620TPTP TPTPTP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPW W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWW W W DSSSSSSSSDYHOSWFUTURE ROADLILY COURTOSWSMOSWOSWDYHSSSSSSSSSSSSSSSSSSSSSSSEXISTING ROAD ANDBUILDINGS WITHINPROPERTY BOUNDARYTO BE REMOVED, TYP.EXISTING WATER MAIN TYP.EXISTING CATCHBASIN TYP.EXISTING DRAIN PIPESTHE EXISTING HOME ON LOT 3 IS TO BEMAINTAINED DURING CONSTRUCTION. IF THEOWNER CHOOSES TO KEEP THE EXISTING HOME,PLANS WILL BE SUBMITTED UNDER A SEPARATESITE PLAN APPLICATION.EXISTING SEWER MAIN TYP.WWWWWWWAPPROX. LOCATIONEXISTING WATERMAIN10'MIN.10'MIN.25.0'30. 0 '26.0'25 . 0 '22.0'30.0'12.0'12.0'26.0'4 0 . 0 'FYSB40.0'FYSB24.0'30 . 0 '15.0' 22. 0 ' 12 . 0 '28.0'29.9'55.2'25.0'104.9'Sheet Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - DATE: SCALE: DRAWN BY: No. Revisions: Date Comments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.NOTE:1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEENTAKEN FROM SURVEY MAP PREPARED BY LINK LAND SURVEYOR, P.C., DATED 01/11/25.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.COPYRIGHT © 2025 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDSAFE DIGBefore You Dig, Drill or Blast!CALL US TOLL FREE 811 or 1-800-962-7962NY Industrial Code Rule 753 requires no lessthan two working days notice, but not morethan ten days notice.www.digsafelynewyork.comPROJECT # PREPARED FOR MJM LAND DEVELOPMENT CORP. SITE PLAN 3232 Gomer Street Westchester County, NYTown of Yorktown 05/28/25 AKM 22-01 F:\2022\22-01 MJM SUBDIVISION- GOMER ST, YORKTOWN\ENGINEERING\CAD\C3D-22-01 JOHN GERBINO - MJM SUBD 3232 GOMER ST\DWG\22-01 MJM SITE PLAN.DWG 1/16/2017 3:19:52 PM 1.10/8/2025 Submission To Planning Board 2.11/17/2025 Submission To Planning Board00020 4080SCALE: 1"=40'-0"1" = 40' EXISTING CONDITIONS PLANC-102 WLF B1+B37WLF B2WLF B3WLF B4WLF B5WLF B6WLF B7WLF B8WLF B9WLF B10WLF B11WLF B12WLF B13WLF B14WLF B15WLF B16WLF B17WLF B18WLF B20WLF B21WLF B22WLF B23WLF B24WLF B25WLF B26WLF B27WLF B28WLF B29WLF B30WLF B31WLF B32WLF B33WLF B34WLF B36WLF B36WLF D1 D29WLF D2WLF D3WLF D4WLF D5WLF D6WLF D7WLF D8WLF D9WLF D10WLF D11WLF D12WLF D13WLF C4WLF C5WLF B5WLF B4WLF D14WLF D15WLF D16WLF D17WLF D18WLF D20WLF D21WLF D22WLF D23WLF D24WLF D25WLF D6WLF D27WLF D28WLF C3WLF B3WLF B2WLF C2WLF C1WLF B1100.00'100.00'100.00 '100.00'100.00'100.00'100.00'WLF # B19 (MISSING)WLF # D19 (MISS ING) 100. 0 0 '100.00'100.00'100.00'100.00 '136"DD580590 5 7 0 610620W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWW W W END OF NYCDEP WATERSHEDDYHOSWFUTURE ROADLILY COURTOSWMSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDDDDDDDDD DDDDDDDDDDDPROPOSED LIMIT OFDISTURBANCE: 3.41 AC.PROPOSED LIMIT OFDISTURBANCE: 3.13 AC.PROPOSED CONSTRUCTIONENTRANCE, TYP.PROPOSED CONSTRUCTION ENTRANCE, TYP.PROPOSED SOIL STOCKPILE, TYP.PROPOSED SOIL STOCKPILE, TYP.PROPOSED INLET PROTECTION, TYP.PROPOSED INLET PROTECTION, TYP.PROPOSED EROSION MATTINGON SLOPES 3:1 OR GREATERALL TREES WITHIN THE LIMIT OFDISTURBANCE TO BE REMOVEDALL TREES WITHIN THE LIMIT OFDISTURBANCE TO BE REMOVEDPROPOSED SILT FENCE, TYP.PROPOSED SILT FENCE, TYP.CONSERVATION EASEMENTC O N S E R V A T I O N E A S E M E N T CONSERVATION EASEMENTPROPOSED CONSTRUCTIONENTRANCE, TYP.PROPOSED SILT FENCE, TYP.WWWWWWWAPPROX. LOCATIONEXISTING WATERMAIN10'MIN.10'MIN.Sheet Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - DATE: SCALE: DRAWN BY: No. Revisions: Date Comments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.NOTE:1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEENTAKEN FROM SURVEY MAP PREPARED BY LINK LAND SURVEYOR, P.C., DATED 01/11/25.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.COPYRIGHT © 2025 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDSAFE DIGBefore You Dig, Drill or Blast!CALL US TOLL FREE 811 or 1-800-962-7962NY Industrial Code Rule 753 requires no lessthan two working days notice, but not morethan ten days notice.www.digsafelynewyork.comPROJECT # PREPARED FOR MJM LAND DEVELOPMENT CORP. SITE PLAN 3232 Gomer Street Westchester County, NYTown of Yorktown 05/28/25 AKM 22-01 F:\2022\22-01 MJM SUBDIVISION- GOMER ST, YORKTOWN\ENGINEERING\CAD\C3D-22-01 JOHN GERBINO - MJM SUBD 3232 GOMER ST\DWG\22-01 MJM SITE PLAN.DWG 1/16/2017 3:19:52 PM 1.10/8/2025 Submission To Planning Board 2.11/17/2025 Submission To Planning Board00020 4080SCALE: 1"=40'-0"1" = 40' EROSION & SEDIMENT CONTROL PLANC-103 PROPOSED 8" CL-52WATER MAIN (TYP.)TO CONNECT TOEXISTING WATERMAIN WITH 8"x8" TEEAND (3) GATE VALVESPROPOSED 18" HDPESTORM PIPE (TYP.)PROPOSED 6" SEWER SERVICE (TYP.)PROPOSED 1" COPPERWATER SERVICE (TYP.)PROPOSED 4" PVC SDR-35 SEWER SERVICE (TYP.)PROPOSED 1" COPPER WATER SERVICE (TYP.)PROPOSED 8" PVC SDR-35 SEWER MAIN (TYP.)PROPOSED 8" CL-52 WATER MAIN (TYP.)18" VERTICAL SEPARATION AND 10'HORIZONTAL SEPARATION TO BEMAINTAINED OR MAIN ENCASED ATWATER MAIN CROSSINGSWLF B1+B37WLF B2WLF B3WLF B4WLF B5WLF B6WLF B7WLF B8WLF B9WLF B10WLF B11WLF B12WLF B13WLF B14WLF B15WLF B16WLF B17WLF B18WLF B20WLF B21WLF B22WLF B23WLF B24WLF B25WLF B26WLF B27WLF B28WLF B29WLF B30WLF B31WLF B32WLF B33WLF B34WLF B36WLF B36WLF D1 D29WLF D2WLF D3WLF D4WLF D5WLF D6WLF D7WLF D8WLF D9WLF D10WLF D11WLF D12WLF D13WLF C4WLF C5WLF B5WLF B4WLF D14WLF D15WLF D16WLF D17WLF D18WLF D20WLF D21WLF D22WLF D23WLF D24WLF D25WLF D6WLF D27WLF D28WLF C3WLF B3WLF B2WLF C2WLF C1WLF B1100.00'100.00'100.00 '100.00'100.00'100.00'100.00'WLF # B19 (MISSING)WLF # D19 (MISS ING) 100. 0 0 '100.00'100.00'100.00'100.00 '580590 5 7 0 610620TPTP TPTPTP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPW W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWW W WSD END OF NYCDEP WATERSHEDDYHOSWFUTURE ROADLILY COURTOSWSMSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS WSWSWSWSWW WWW W W W WWWWWWWWDYHPROPOSEDRESIDENCEEXISTINGRESIDENCEPROPOSEDRESIDENCE PROPOSEDRESIDENCEPROPOSEDRESIDENCEPROPOSEDRESIDENCEPR O P O S E D RE S I D E N C E PROPOSED RESIDENCE PROPOSEDRESIDENCEPROPOSEDRESIDENCEPROPOSEDRESIDENCE SS SS WSWSWSSS SSWS WS WS SSSSWS WS WS WS WS PR O P O S E D RE S I D E N C E PROPOSED RESIDENCEFF 627.15GF 626.00BF 618.00FF 619.50GF 609.50BF 609.50FF 622.82GF 621.82BF 613.82FF 622.50GF 622.00BF 613.50FF 5 9 7 . 0 0 GF 5 9 6 . 5 0 BF 5 8 8 . 5 0 FF 596.00 GF 595.50 BF 587.50 FF 596.50 GF 596.00 BF 588.00 FF 594.25GF 593.25BF 585.25FF 591.05GF 589.05BF 580.05FF 626.50GF 622.00BF 617.50FF 617 .50GF 608 .50BF 608 .50 FF 5 9 5 . 2 5 GF 5 9 4 . 2 5 BF 5 8 6 . 2 5 0+00 0+900+00 0+950+ 0 0 0+860+000+790+000+980+000+730+001+001+230+001+001+46 0+001+001+050+001+001+380+000+96 0+001+001+230+000+89SS SS SS W W W WS WS WSSSSSSSWSWSWSWSWSWSWSSSSSSSSSWSWSWSWSWSWSSSSSSSSSWSWSWSDYH608 610 612 614 616 618620 622622620622624614614 614614616616616616616618618620620622622622622 606608610612614616616618618620620620622624622624616618620622 622622610612612612606606 6086 1 0 612 586588 590 586 590 5865865885885905905925925925925 9 4 592594596 594 592594596596 5 9 6 588588590 592 5 9 4 5 9 4 594 620 620620 622624626626626 610 610612 612614WWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW4+070+001+002+003+004+00WWWWDDDD0+001+00 1+500+00 1+001+05D1+230+001+00D 0+00 1+00 2+00 2+89 D0+001+001+01DDDDDDDDDDSSMH-1SSMH-2SSSSMH-3SSSSSSSSSSSMH-4SSSSSSSSSS SS SS SS DSSSSSSSSSSSSSSSSSSSSDD15' TOWN SEWER EASEMENT15' TOWN SEWER EASEMENTCONSERVATION EASEMENTC O N S E R V A T I O N E A S E M E N T CONSERVATION EASEMENTWWWWWWWAPPROX. LOCATIONEXISTING WATERMAIN10'MIN.10'MIN.PROPOSED CURB INLET (TYP.)PROPOSED HYDRANT (TYP.)PROPOSED HYDRANT (TYP.)STONE INVERT: 587.0CHAMBER INVERT: 587.58" OUTLET: 589.1STONE INVERT: 588.0CHAMBER INVERT: 588.58" OUTLET: 590.0824 SC-800 CHAMBERSSTONE INVERT: 586.0CHAMBER INVERT: 586.58" OUTLET: 588.1STONE INVERT: 577.75CHAMBER INVERT: 578.56" OUTLET: 580.28STONE INVERT: 580.1CHAMBER INVERT: 579.68" OUTLET: 590.08EXTENDED DETENTION BASINSTONE INVERT: 589.0CHAMBER INVERT: 589.58" OUTLET: 591.0824 SC-800 CHAMBERSSTONE INVERT: 606.0CHAMBER INVERT: 606.58" OUTLET: 608.124" ADS DETENTION SYSTEMCHAMBER INVERT: 604.3312" OUTLET: 604.36DMH-7DMH-6DMH-5DMH-4BP-9BP-11DMH-9DMH-10CB-1CB-2LOT 2 CBLOT 3 CBLOT 1 CBLOT 7 BYPASSLOT 5 BYPASSLOT 6 BYPASSGOMER ST BYPASSLOT 4 CBBP-1BP-12BP-8BP-13DMH-3CB-4CB-5CB-3BP-10DMH-11SMH-7SMH-6SMH-5EX-1EX-2SMH-0DMH-1LOT 2 SWM OUTLETDMH-EDMH-2ADMH-2BDMH-2HP: 621.31'HP: 621.05'HP: 621.12'LP: 586.81'LP: 612.80'LP: 611.64'HP: 591.31'HP: 591.11'HP: 591.21'PROPOSED CORDIAL RDEXPANSION TO 22' WIDETAPER TO EXISTING 18' WIDE ROADEXISTING UTILITY POLEWWWWWWWWWWWWWWWWWWWDDSSSSSSSSSSSOSWOSW DYH W W W S588WWWWWWWWWWWWCB-5Sheet Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - DATE: SCALE: DRAWN BY: No. Revisions: Date Comments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.NOTE:1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEENTAKEN FROM SURVEY MAP PREPARED BY LINK LAND SURVEYOR, P.C., DATED 01/11/25.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.COPYRIGHT © 2025 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDSAFE DIGBefore You Dig, Drill or Blast!CALL US TOLL FREE 811 or 1-800-962-7962NY Industrial Code Rule 753 requires no lessthan two working days notice, but not morethan ten days notice.www.digsafelynewyork.comPROJECT # PREPARED FOR MJM LAND DEVELOPMENT CORP. SITE PLAN 3232 Gomer Street Westchester County, NYTown of Yorktown 05/28/25 AKM 22-01 F:\2022\22-01 MJM SUBDIVISION- GOMER ST, YORKTOWN\ENGINEERING\CAD\C3D-22-01 JOHN GERBINO - MJM SUBD 3232 GOMER ST\DWG\22-01 MJM SITE PLAN.DWG 1/16/2017 3:19:52 PM 1.10/8/2025 Submission To Planning Board 2.11/17/2025 Submission To Planning Board00020 4080SCALE: 1"=40'-0"1" = 40' IMPROVEMENT PLANC-104CORDIAL ROAD IMPROVEMENTS ELEVATION (FT)Lot 1 DrivewayVERT. SCALE: 1" = 2HORIZ. SCALE: 1" = 106106156206256300+00623.0618.480+50625.2620.310+79.39625.4620.56 ELEVATION (FT)Lot 2 DrivewayVERT. SCALE: 1" = 2HORIZ. SCALE: 1" = 106156206256300+00624.6 620.81 0+50622.8 621.42 0+89.88621.5 621.11 ELEVATION (FT)Lot 3 DrivewayVERT. SCALE: 1" = 2HORIZ. SCALE: 1" = 106156206256306350+00625.0 620.93 0+50627.1 623.53 0+97.84628.2 625.00 GRADE BREAK STA = 0+00.00 ELEV = 620.93 GRADE BREAK STA = 0+97.84 ELEV = 625.00PROPOSED GRADEEXISTING GRADEGRADE BREAK STA = 0+00.00ELEV = 618.48 GRADE BREAK STA = 0+79.39ELEV = 620.56 GRADE BREAK STA = 0+00.00 ELEV = 620.81 GRADE BREAK STA = 0+89.88 ELEV = 621.11PROPOSED GRADEEXISTING GRADEPROPOSED GRADEEXISTING GRADE4.1%1.3%0.6%1.7%5.9%ELEVATION (FT)Lot 4 DrivewayVERT. SCALE: 1" = 2HORIZ. SCALE: 1" = 106156206256300+00623.9620.900+50621.9621.380+95.35620.8621.81 ELEVATION (FT)Lot 5 DriveVERT. SCALE: 1" = 2HORIZ. SCALE: 1" = 106106156206256300+00617.9 615.97 0+50619.0 620.16 0+72.68620.9 620.65 ELEVATION (FT)Lot 6 DrivewayVERT. SCALE: 1" = 2HORIZ. SCALE: 1" = 106006056106156200+00609.9 613.64 0+50608.9 612.62 0+85.75609.5 612.25 GRADE BREAK STA = 0+00.00ELEV = 620.90GRADE BREAK STA = 0+95.35ELEV = 621.81 GRADE BREAK STA = 0+00.00 ELEV = 615.97 GRADE BREAK STA = 0+50.39 ELEV = 620.20 GRADE BREAK STA = 0+72.68 ELEV = 620.65 GRADE BREAK STA = 0+00.00 ELEV = 613.64 GRADE BREAK STA = 0+50.81 ELEV = 612.60 GRADE BREAK STA = 0+85.75 ELEV = 612.25PROPOSED GRADEEXISTING GRADEPROPOSED GRADEEXISTING GRADEPROPOSED GRADEEXISTING GRADE0.9%0.8%1.1%8.7%1.6%1.9%2.0%2.2%0.3%0.3%Sheet Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - DATE: SCALE: DRAWN BY: No. Revisions: Date Comments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.NOTE:1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEENTAKEN FROM SURVEY MAP PREPARED BY LINK LAND SURVEYOR, P.C., DATED 01/11/25.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.© 2025 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDSAFE DIGBefore You Dig, Drill or Blast!CALL US TOLL FREE 811 or 1-800-962-7962NY Industrial Code Rule 753 requires no lessthan two working days notice, but not morethan ten days notice.www.digsafelynewyork.comPROJECT # PREPARED FOR MJM LAND DEVELOPMENT CORP. SITE PLAN 3232 Gomer Street Westchester County, NYTown of Yorktown 05/28/25 AKM 22-01 F:\2022\22-01 MJM SUBDIVISION- GOMER ST, YORKTOWN\ENGINEERING\CAD\C3D-22-01 JOHN GERBINO - MJM SUBD 3232 GOMER ST\DWG\22-01 MJM FG.DWG 1/16/2017 3:19:52 PM 1.10/8/2025 Submission To Planning Board 2.11/17/2025 Submission To Planning Board DRIVEWAY PROFILESC-201 ELEVATION (FT)Lot 7 DrivewayVERT. SCALE: 1" = 2HORIZ. SCALE: 1" = 106006056106156200+00610.0613.040+50605.7610.531+00605.9608.04 1+23.43607.8 608.75 ELEVATION (FT)Lot 8 DriveVERT. SCALE: 1" = 2HORIZ. SCALE: 1" = 105855905956000+00592.0 590.84 0+50592.0 593.11 0+88.76592.9 594.73 ELEVATION (FT)Lot 9 DriveVERT. SCALE: 1" = 2HORIZ. SCALE: 1" = 105855905956006050+00590.3 591.07 0+50591.3 593.49 1+00593.6 595.86 1+22.52593.9 596.31 GRADE BREAK STA = 0+00.00 ELEV = 590.84 GRADE BREAK STA = 0+52.37 ELEV = 593.23 GRADE BREAK STA = 0+88.76 ELEV = 594.73 GRADE BREAK STA = 0+00.00 ELEV = 591.07 GRADE BREAK STA = 0+50.65 ELEV = 593.52 GRADE BREAK STA = 1+00.83 ELEV = 595.88 GRADE BREAK STA = 1+22.52 ELEV = 596.31 GRADE BREAK STA = 0+00.00ELEV = 613.04GRADE BREAK STA = 0+50.77ELEV = 610.50GRADE BREAK STA = 1+00.82ELEV = 608.03 GRADE BREAK STA = 1+23.43 ELEV = 608.75PROPOSED GRADEEXISTING GRADEPROPOSED GRADEEXISTING GRADEPROPOSED GRADEEXISTING GRADE6.4%4.4%4.3%4.1%4.1%4.2%7.4%6.5%3.2%5.0%5.0%4.9%4.8%4.7%4.5%4.8%4.6%4.7%5.1%5.2%5.2%5.2%5.2%5.2%5.1%ELEVATION (FT)Lot 10 DriveVERT. SCALE: 1" = 2HORIZ. SCALE: 1" = 105855905956006053.5%0+00592.8591.960+50594.7593.820+96.27595.4595.93 ELEVATION (FT)Lot 11 DriveVERT. SCALE: 1" = 2HORIZ. SCALE: 1" = 105855905956006050+00592.5 592.42 0+50593.8 593.88 1+00595.3 595.24 GRADE BREAK STA = 0+00.00ELEV = 591.96GRADE BREAK STA = 0+50.17ELEV = 593.82 GRADE BREAK STA = 0+96.27ELEV = 595.93 GRADE BREAK STA = 0+00.00 ELEV = 592.42 GRADE BREAK STA = 0+50.01 ELEV = 593.88 GRADE BREAK STA = 1+00.09 ELEV = 595.24PROPOSED GRADEEXISTING GRADEPROPOSED GRADEEXISTING GRADE2.7%2.7%2.5%0.6%0.7%0.7%0.6%Sheet Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - DATE: SCALE: DRAWN BY: No. Revisions: Date Comments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.NOTE:1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEENTAKEN FROM SURVEY MAP PREPARED BY LINK LAND SURVEYOR, P.C., DATED 01/11/25.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.COPYRIGHT © 2025 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDSAFE DIGBefore You Dig, Drill or Blast!CALL US TOLL FREE 811 or 1-800-962-7962NY Industrial Code Rule 753 requires no lessthan two working days notice, but not morethan ten days notice.www.digsafelynewyork.comPROJECT # PREPARED FOR MJM LAND DEVELOPMENT CORP. SITE PLAN 3232 Gomer Street Westchester County, NYTown of Yorktown 05/28/25 AKM 22-01 F:\2022\22-01 MJM SUBDIVISION- GOMER ST, YORKTOWN\ENGINEERING\CAD\C3D-22-01 JOHN GERBINO - MJM SUBD 3232 GOMER ST\DWG\22-01 MJM FG.DWG 1/16/2017 3:19:52 PM 1.10/8/2025 Submission To Planning Board 2.11/17/2025 Submission To Planning Board DRIVEWAY PROFILESC-202 ELEVATION (FT)Lot 12 DriveVERT. SCALE: 1" = 2HORIZ. SCALE: 1" = 105805855905956000+00592.0592.390+50593.2593.541+00593.1 594.20 1+04.94592.9 586.97 ELEVATION (FT)Lot 13 DriveVERT. SCALE: 1" = 2HORIZ. SCALE: 1" = 105805855905956000+00587.8 591.08 0+50586.9 589.06 1+00586.6 587.39 1+37.82585.6 586.75 GRADE BREAK STA = 0+00.00ELEV = 592.39GRADE BREAK STA = 1+00.03 ELEV = 594.20 GRADE BREAK STA = 1+04.94 ELEV = 586.97 GRADE BREAK STA = 0+00.00 ELEV = 591.08 GRADE BREAK STA = 0+50.43 ELEV = 589.05 GRADE BREAK STA = 1+00.75 ELEV = 587.36 GRADE BREAK STA = 1+37.82 ELEV = 586.75PROPOSED GRADEEXISTING GRADEPROPOSED GRADEEXISTING GRADE2.4%2.3%2.4%2.3%2.1%1.7%1.1%1.0%0.9%0.8%0.7%0.5%0.4%0.4%0.2%3.4%3.3%3.3%3.0%Sheet Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - DATE: SCALE: DRAWN BY: No. Revisions: Date Comments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.NOTE:1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEENTAKEN FROM SURVEY MAP PREPARED BY LINK LAND SURVEYOR, P.C., DATED 01/11/25.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.COPYRIGHT © 2025 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDSAFE DIGBefore You Dig, Drill or Blast!CALL US TOLL FREE 811 or 1-800-962-7962NY Industrial Code Rule 753 requires no lessthan two working days notice, but not morethan ten days notice.www.digsafelynewyork.comPROJECT # PREPARED FOR MJM LAND DEVELOPMENT CORP. SITE PLAN 3232 Gomer Street Westchester County, NYTown of Yorktown 05/28/25 AKM 22-01 F:\2022\22-01 MJM SUBDIVISION- GOMER ST, YORKTOWN\ENGINEERING\CAD\C3D-22-01 JOHN GERBINO - MJM SUBD 3232 GOMER ST\DWG\22-01 MJM FG.DWG 1/16/2017 3:19:52 PM 1.10/8/2025 Submission To Planning Board 2.11/17/2025 Submission To Planning Board DRIVEWAY PROFILESC-203 PROPOSED GRADEEXISTING GRADEELEVATION (FT)Gomer StVERT. SCALE: 1" = 2HORIZ. SCALE: 1" = 106056106156206256306354.0%2.8%7.0%PVI STA:2+78.15PVI ELEV:623.63'K:20.87LENGTH:204.69'BVCS: 1+75.80 BVCE: 620.75' EVCS: 3+80.49 EVCE: 616.46'0+00614.4614.880+50618.4616.881+00622.3618.631+50624.5620.03 2+00624.6 621.29 2+50624.1 621.52 3+00621.0 620.55 3+50616.0 618.37 4+00611.2 615.10 4+19.19610.3 613.75 9.1%9.2%7.7%5.2%4.0%4.0%1.5%1.6%0.7%8.5%7.2%7.2%8.6%14.0%12.2%4.9%PROPOSED GRADEEXISTING GRADEELEVATION (FT)Cordial Road Entry (1)VERT. SCALE: 1" = 2HORIZ. SCALE: 1" = 105805855905956003.6%0.9%0.4%2.2%3.6%GRADE BREAK STA = 0+00.00ELEV = 588.51 GRADE BREAK STA = 4+22.05 ELEV = 591.08 GRADE BREAK STA = 5+51.40 ELEV = 592.66 LOW PT STA: 1+11.55LOW PT ELEV: 586.27'PVI STA: 1+10.91PVI ELEV: 584.46'K: 27.61LENGTH: 199.99'HEADLIGHT DIST: 163.81'BVCS: 0+10.91BVCE: 588.11' EVCS: 2+10.90 EVCE: 588.06'LOW PT STA: 4+38.76LOW PT ELEV: 591.04'PVI STA: 4+69.19PVI ELEV: 590.86'K: 35.00LENGTH: 92.36'HEADLIGHT DIST: 360.33'BVCS: 4+23.01 BVCE: 591.07' EVCS: 5+15.36 EVCE: 591.88'HIGH PT STA: 3+58.03HIGH PT ELEV: 591.54'PVI STA: 3+20.36PVI ELEV: 592.00'K: 28.00LENGTH: 126.19'PASSING SIGHT DIST: 406.21'STOPPING SIGHT DIST: 210.56'BVCS: 2+57.27 BVCE: 589.73' EVCS: 3+83.46 EVCE: 591.43'0+00588.1588.510+50585.8586.961+00585.3586.301+50585.9586.54 2+00586.6 587.69 2+50589.7 589.47 3+00592.0 590.94 3+50592.0 591.53 4+00589.9 591.28 4+50589.2 591.05 5+00590.7 591.57 5+50592.6 592.635+51.40592.6 592.66 5.0%4.2%3.6%5.5%5.1%6.0%5.7%5.6%3.9%3.6%Sheet Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - DATE: SCALE: DRAWN BY: No. Revisions: Date Comments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.NOTE:1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEENTAKEN FROM SURVEY MAP PREPARED BY LINK LAND SURVEYOR, P.C., DATED 01/11/25.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.COPYRIGHT © 2025 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDSAFE DIGBefore You Dig, Drill or Blast!CALL US TOLL FREE 811 or 1-800-962-7962NY Industrial Code Rule 753 requires no lessthan two working days notice, but not morethan ten days notice.www.digsafelynewyork.comPROJECT # PREPARED FOR MJM LAND DEVELOPMENT CORP. SITE PLAN 3232 Gomer Street Westchester County, NYTown of Yorktown 05/28/25 AKM 22-01 F:\2022\22-01 MJM SUBDIVISION- GOMER ST, YORKTOWN\ENGINEERING\CAD\C3D-22-01 JOHN GERBINO - MJM SUBD 3232 GOMER ST\DWG\22-01 MJM FG.DWG 1/16/2017 3:19:52 PM 1.10/8/2025 Submission To Planning Board 2.11/17/2025 Submission To Planning Board ROAD PROFILESC-204 ELEVATION (FT)GOMER ST WATER MAINVERT. SCALE: 1" = 4HORIZ. SCALE: 1" = 205956006056106156206256306354.00' 4.00' 4.00' 4.00' 4.00' 4.00' ELEVATION (FT)0+00614.8 0+50619.0 616.61 1+00622.8 618.62 1+50624.9 620.26 2+00624.8 621.14 2+50624.3 620.25 3+00620.8 618.03 3+50615.9 615.66 4+00611.4 613.774+07.19611.3 612.38 8" DIP 11.25° BEND 8" DIP 11.25° BEND 8" DIP 11.25° BENDWET TAP TO EXISTINGWATER MAIN 8" DIP 11.25° BENDFINISH GRADEEXISTING GRADEELEVATION (FT)CORDIAL ST WATER MAINVERT. SCALE: 1" = 4HORIZ. SCALE: 1" = 205755805855905956000+00588.30+50586.0588.341+00585.3587.181+50585.9587.10 2+00586.4 587.76 2+50589.1 588.97 3+00592.0 590.65 3+50592.0 591.19 4+00590.2 591.08 4+50589.1 590.86 5+00591.2 591.01 5+50592.2 591.89 6+00590.1 591.99 6+24.29588.4 591.14 4.00' 4.00' 4.00' 4.00' 4.00' 4.45'8" CL-52 DIP WATER MAIN 8" DIP 22.5° BEND 8" DIP 22.5° BEND 8" DIP 11.25° BEND 8" DIP 22.5° BEND 8" DIP 22.5° BEND 8" DIP 11.25° BEND 8" DIP 45° BEND 8" DIP 45° BEND 8" DIP 45° BEND 8" DIP 45° BEND 8" DIP 45° BENDWET TAP TO EXISTINGWATER MAIN1.04' 0.85' 4.00' 0.33'FINISH GRADEEXISTING GRADESheet Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - DATE: SCALE: DRAWN BY: No. Revisions: Date Comments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.NOTE:1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEENTAKEN FROM SURVEY MAP PREPARED BY LINK LAND SURVEYOR, P.C., DATED 01/11/25.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.COPYRIGHT © 2025 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDSAFE DIGBefore You Dig, Drill or Blast!CALL US TOLL FREE 811 or 1-800-962-7962NY Industrial Code Rule 753 requires no lessthan two working days notice, but not morethan ten days notice.www.digsafelynewyork.comPROJECT # PREPARED FOR MJM LAND DEVELOPMENT CORP. SITE PLAN 3232 Gomer Street Westchester County, NYTown of Yorktown 05/28/25 AKM 22-01 F:\2022\22-01 MJM SUBDIVISION- GOMER ST, YORKTOWN\ENGINEERING\CAD\C3D-22-01 JOHN GERBINO - MJM SUBD 3232 GOMER ST\DWG\22-01 MJM SITE PLAN.DWG 1/16/2017 3:19:52 PM 1.10/8/2025 Submission To Planning Board 2.11/17/2025 Submission To Planning Board 1:20 WATER MAIN PROFILESC-205 ELEVATION (FT)JAKE'S CT SEWERVERT. SCALE: 1" = 4HORIZ. SCALE: 1" = 20575580585590595600605610615620625630INV IN:591.13' INV IN:584.88' INV OUT:587.34' RIM:595.65' SMH-4 INV IN:598.92' RIM:604.91' SMH-5 INV IN:609.61' INV OUT:609.61' RIM:616.41' SMH-6 INV OUT:613.38'RIM:618.65'SMH-7~236' of 8" SDR-35 PVC @ 1.60%~142' of 8" SDR-35 PVC @ 7.55%0+00618.6622.210+50620.2624.351+00621.2624.361+50620.4623.582+00618.2620.88 2+50616.0 615.73 3+00613.9 611.03 3+50611.5 606.86 4+00603.85 4+50602.14 5+00599.91 5+50595.23 6+00594.99 6+50595.62 7+00596.62 ~279' of 8" SDR-35 PVC @ 0.50%~171' of 8" SDR-35 PVC @ 4.56%ELEVATION (FT)MICHAEL CT SEWERVERT. SCALE: 1" = 4HORIZ. SCALE: 1" = 205755805855905956006050+00590.9590.850+50589.8589.81 1+00590.7 590.66 1+50591.7 591.72 2+00593.0 592.97 2+50594.3 594.32 3+00596.0 596.00 3+50596.0 596.00 4+00594.9 594.88 4+50591.9 591.88 5+00590.0 590.00 5+50591.5 591.49 5+80.23596.0 595.97 INV IN:586.87' INV OUT:586.87' RIM:591.70' SMH-2 INV IN:591.13' INV IN:584.88' INV OUT:587.34' RIM:595.65' SMH-4 3.12' INV IN:587.37' INV OUT:587.37' RIM:591.89' SMH-1 INV IN:586.21' INV OUT:586.21' RIM:595.97' SMH-3~102' of 8" SDR-35 PVC @ 0.50%~131' of 8" SDR-35 PVC @ 0.50%~269' of 8" SDR-35 PVC @ 0.50%4.00' 0.83' 1.04' 4.00' 2.06'INV OUT:587.72'RIM:592.24'SMH-0~70' of 8" SDR-35 PVC @ 0.50%INV IN:585.95'RIM:601.62'EX. CONNECTION7+50599.378+00599.968+33.29601.68 ELEVATION (FT)575580585590595600605610615618.6622.21 Sheet Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - DATE: SCALE: DRAWN BY: No. Revisions: Date Comments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.NOTE:1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEENTAKEN FROM SURVEY MAP PREPARED BY LINK LAND SURVEYOR, P.C., DATED 01/11/25.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.COPYRIGHT © 2025 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDSAFE DIGBefore You Dig, Drill or Blast!CALL US TOLL FREE 811 or 1-800-962-7962NY Industrial Code Rule 753 requires no lessthan two working days notice, but not morethan ten days notice.www.digsafelynewyork.comPROJECT # PREPARED FOR MJM LAND DEVELOPMENT CORP. SITE PLAN 3232 Gomer Street Westchester County, NYTown of Yorktown 05/28/25 AKM 22-01 F:\2022\22-01 MJM SUBDIVISION- GOMER ST, YORKTOWN\ENGINEERING\CAD\C3D-22-01 JOHN GERBINO - MJM SUBD 3232 GOMER ST\DWG\22-01 MJM SITE PLAN.DWG 1/16/2017 3:19:52 PM 1.10/8/2025 Submission To Planning Board 2.11/17/2025 Submission To Planning Board #### SEWER MAIN PROFILEC-206 ELEVATION (FT)LOT 1 TO EX-CBVERT. SCALE: 1" = 4HORIZ. SCALE: 1" = 20600605610615620625630ELEVATION (FT)GOMER ST ENTRY DRAINAGEVERT. SCALE: 1" = 4HORIZ. SCALE: 1" = 20605610615620625ELEVATION (FT)LOT 3 TO DMH-2VERT. SCALE: 1" = 4HORIZ. SCALE: 1" = 206056106156206256306353.35'1.90'0+00615.8 0+50616.1 1+00617.3 1+04.60617.3 ELEVATION (FT)LOT 2 SWM TO EX. STORM PIPEVERT. SCALE: 1" = 4HORIZ. SCALE: 1" = 206006056106156206256302.00'~25' of 12" HDPE@ 1.19%1.30' INV IN:611.84' 12" Pipe - (12) INV OUT:611.60' 24" Pipe - (27) SUMP:611.60' RIM:616.31' ROAD SWM INLET INV IN:612.42' 12" CB-1 TO CB-2 INV OUT:612.13' 12" Pipe - (12) SUMP:611.13' RIM:615.47' CB-2 INV OUT:612.56' 12" CB-1 TO CB-2 SUMP:611.56' RIM:615.60' CB-1 ELEVATION (FT)LOT 4 SWM TO ROAD SWMVERT. SCALE: 1" = 4HORIZ. SCALE: 1" = 206056106156206256300+00623.9620.91 0+50623.1 1+00620.8 1+23.20618.8 SUMP:616.73'RIM:620.87'LOT 2 CB 2.10' 1.86'0+00623.0 621.39 0+50624.4 620.79 1+00623.2 621.891+01.41623.1 621.87 SUMP:615.61' RIM:620.92' LOT 4 CB 1.52'0+00625.7 621.49 0+50625.8 622.19 1+00623.7 619.27 1+43.25620.7 618.23 INV IN:615.93' 8" LOT 1 TO DMH-2 INV IN:614.78' 8" LOT 3 TO DMH-2 INV OUT:614.78' 12" DMH-2 TO DMH-1 SUMP:614.26' RIM:617.93' DMH-2 INV OUT:616.05' 12" Pipe - (43)SUMP:615.05'RIM:618.65'LOT 1 CBINV IN:615.93' 8" LOT 1 TO DMH-2INV IN:614.78' 8" LOT 3 TO DMH-2INV OUT:614.78' 12" DMH-2 TO DMH-1SUMP:614.26'RIM:617.93'DMH-2 INV IN:615.00' 8" DMH-2A TO DMH-1 INV IN:614.12' 12" DMH-2 TO DMH-1 INV OUT:614.12' 8" Lot 2 (1) SUMP:613.12' RIM:619.55' DMH-1 INV IN:615.00' 8" DMH-2A TO DMH-1INV IN:614.12' 12" DMH-2 TO DMH-1INV OUT:614.12' 8" Lot 2 (1)SUMP:613.12'RIM:619.55'DMH-1~5' of 8" HDPE @ 41.56%6706756806856906957007057108" DIP0.91'8" DIP~113' of 8" HDPE @ 2.95%INV IN:613.42' 8" Lot 2 (1)INV IN:613.42' 10" Pipe - (28)INV OUT:612.50' 12" Pipe - (19)SUMP:612.06'RIM:617.38'LOT 2 SWM OUTLETSUMP:609.41'RIM:613.86'DMH-E INV IN:613.42' 8" Lot 2 (1) INV IN:613.42' 10" Pipe - (28) INV OUT:612.50' 12" Pipe - (19) SUMP:612.06' RIM:617.38' LOT 2 SWM OUTLET INV IN:618.00' 8" LOT 4 OUTLET INV OUT:618.00' 8" DMH-2B TO DMH-2A SUMP:617.00' RIM:622.74' DMH-2B INV IN:617.67' 8" DMH-2B TO DMH-2A INV IN:619.05' 8" Pipe - (89) INV OUT:617.67' 8" DMH-2A TO DMH-1 SUMP:617.67' RIM:621.90' DMH-2A INV IN:617.67' 8" DMH-2B TO DMH-2A INV IN:619.05' 8" Pipe - (89) INV OUT:617.67' 8" DMH-2A TO DMH-1 SUMP:617.67' RIM:621.90' DMH-2A~35' of 12" HDPE @ 1.93%~47' of 8" HDPE @ 1.52%~34' of 12" HDPE @ 5.86%INV OUT:617.00' 24" Pipe - (46) SUMP:616.78' RIM:620.86' LOT 3 CB ~29' of 12" HDPE@ 0.50%~12' of 10" HDPE@ 0.00%ELEVATION (FT)LOT 5 STORMWATERVERT. SCALE: 1" = 4HORIZ. SCALE: 1" = 20590595600605610615620625ELEVATION (FT)GOMER ST DETENTIONVERT. SCALE: 1" = 4HORIZ. SCALE: 1" = 205905956006056106156200+00605.80+50605.9607.13 1+00607.0 610.33 1+50608.6 2+00608.4 608.61 2+50608.3 611.86 2+89.26611.34 ELEVATION (FT)CUL-DE-SAC STORMWATERVERT. SCALE: 1" = 4HORIZ. SCALE: 1" = 205905956006056106156200+00619.7 619.78 0+50617.6 615.97 1+00611.7 614.19 1+48.91608.5 INV OUT:613.00' 12" Lot 5 To Detention INV OUT:612.50' 6" Lot 5 To Infilitration SUMP:611.50' RIM:616.65' LOT 5 BYPASS INV IN:602.77' 12" Lot 5 To Detention INV IN:601.23' 12" Pipe - (33) INV IN:604.91' 12" Pipe - (36) INV IN:602.76' 12" Pipe - (35) INV OUT:601.11' 12" Pipe - (37) SUMP:599.11' RIM:608.50' DMH-3 INV IN:612.10' 6" Lot 5 To Infilitration SUMP:611.10' RIM:617.34' LOT 5 DMH 1.84' INV IN:601.90' 6" LOT 7 INV OUT:602.45' 12" Pipe - (33) SUMP:601.90' RIM:608.06' LOT 7 BYPASS INV IN:602.77' 12" Lot 5 To Detention INV IN:601.23' 12" Pipe - (33) INV IN:604.91' 12" Pipe - (36) INV IN:602.76' 12" Pipe - (35) INV OUT:601.11' 12" Pipe - (37) SUMP:599.11' RIM:608.50' DMH-3 INV OUT:605.30' 12" Pipe - (35) INV OUT:604.40' 8" LOT 6 SUMP:603.40' RIM:611.64' LOT 6 BYPASS~97' of 12" HDPE @ 1.26%0+00610.0 613.73 0+50610.0 611.99 0+68.17607.9 INV IN:605.50' 8" Pipe - (38) SUMP:604.50' RIM:613.83' SWM INLET INV IN:602.77' 12" Lot 5 To Detention INV IN:601.23' 12" Pipe - (33) INV IN:604.91' 12" Pipe - (36) INV IN:602.76' 12" Pipe - (35) INV OUT:601.11' 12" Pipe - (37) SUMP:599.11' RIM:608.50' DMH-3 INV OUT:606.83' 12" Pipe - (36) INV OUT:606.00' 8" Pipe - (38) SUMP:605.00' RIM:612.92' GOMER ST BYPASS~19' of 12" HDPE @ 10.43%6056106156206256306356406456508" CL-52 DIP WATER MAININV OUT:601.85' 6" LOT 7SUMP:601.48'RIM:606.57'LOT 7 SWM ~132' of 12" HDPE @ 1.93%~101' of 12" HDPE @ 10.22%~11' of 8" HDPE @ 4.83%~16' of 6" HDPE @ 2.65%ELEVATION (FT)LOT 10 TO DMH-4VERT. SCALE: 1" = 4HORIZ. SCALE: 1" = 20575580585590595600INV OUT:588.60' 12" BP-10 TO DMH-11SUMP:587.60'RIM:593.37'BP-10INV IN:588.24' 12" BP-11 TO DMH-11INV IN:588.33' 12" BP-10 TO DMH-11INV OUT:587.30' 12" DMH-11 TO DMH-4SUMP:586.30'RIM:591.83'DMH-11INV IN:586.79' 12" DMH-11 TO DMH-4INV IN:587.42' 12" BP-12 TO DMH-4INV IN:584.93' 12" BP-13 TO DMH-4INV OUT:584.93' 18" DMH-4 TO DMH-5SUMP:583.93'RIM:591.85'DMH-40+00593.4593.370+50591.5591.821+00588.3591.621+11.05587.4590.07 8" DIPSheet Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - DATE: SCALE: DRAWN BY: No. Revisions: Date Comments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.NOTE:1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEENTAKEN FROM SURVEY MAP PREPARED BY LINK LAND SURVEYOR, P.C., DATED 01/11/25.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.COPYRIGHT © 2025 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDSAFE DIGBefore You Dig, Drill or Blast!CALL US TOLL FREE 811 or 1-800-962-7962NY Industrial Code Rule 753 requires no lessthan two working days notice, but not morethan ten days notice.www.digsafelynewyork.comPROJECT # PREPARED FOR MJM LAND DEVELOPMENT CORP. SITE PLAN 3232 Gomer Street Westchester County, NYTown of Yorktown 05/28/25 AKM 22-01 F:\2022\22-01 MJM SUBDIVISION- GOMER ST, YORKTOWN\ENGINEERING\CAD\C3D-22-01 JOHN GERBINO - MJM SUBD 3232 GOMER ST\DWG\22-01 MJM SITE PLAN.DWG 1/16/2017 3:19:52 PM 1.10/8/2025 Submission To Planning Board 2.11/17/2025 Submission To Planning Board #### STORMWATER PROFILESC-207 LOT 11 TO LOT 13 SWMVERT. SCALE: 1" = 4HORIZ. SCALE: 1" = 205705755805855905956006050+00592.6592.670+50590.2592.381+00589.3591.601+50589.72+00588.6 2+50585.6 585.83 2+77.46583.9 583.97 ELEVATION (FT)DMH-10 TO DMH-4VERT. SCALE: 1" = 4HORIZ. SCALE: 1" = 20580585590595600INV OUT:587.58' 8" BP-11 TO DMH-9INV OUT:588.42' 12" BP-11 TO DMH-11SUMP:586.58'RIM:592.60'BP-11INV IN:586.50' 6" BP-12 TO DMH-9INV IN:586.77' 8" BP-11 TO DMH-9INV OUT:585.86' 8" DMH-9 TO DMH-10SUMP:584.86'RIM:589.47'DMH-9 INV IN:579.43' 12" DMM-10 TO INFIL. SUMP:578.43' RIM:584.22' INFILTRATION INLET~67' of 12" HDPE @ 6.89%~87' of 8" HDPE @ 1.45%~99' of 8" HDPE @ 0.83%0+00589.4 0+50587.7 587.35 1+00587.2 588.17 1+50587.3 589.85 2+00587.1 588.97 2+50586.3 584.002+52.50586.3 584.00 INV OUT:585.15' 6" BP-13 TO DMH-10 INV OUT:585.75' 12" BP-13 TO DMH-4 SUMP:584.15' RIM:587.19' BP-13 INV IN:586.79' 12" DMH-11 TO DMH-4 INV IN:587.42' 12" BP-12 TO DMH-4 INV IN:584.93' 12" BP-13 TO DMH-4 INV OUT:584.93' 18" DMH-4 TO DMH-5 SUMP:583.93' RIM:591.85' DMH-4~156' of 12" HDPE @ 0.53%~16' of 6" HDPE @ 0.67%INV IN:584.68' RIM:586.40' ES-3 ELEVATION (FT)CB-1 TO LOT 12VERT. SCALE: 1" = 4HORIZ. SCALE: 1" = 20575580585590595600ELEVATION (FT)LOT 8 TO DMH-7VERT. SCALE: 1" = 4HORIZ. SCALE: 1" = 20575580585590595600ELEVATION (FT)LOT 9 TO DMH-6VERT. SCALE: 1" = 4HORIZ. SCALE: 1" = 20575580585590595600INV IN:587.20' 12" CB-3 TO DMH-5 INV IN:581.40' 12" DMH-6 TO DMH-5 INV OUT:584.20' 18" DMH-5 TO DET POND SUMP:581.23' RIM:590.51' DMH-5 INV IN:586.25' 12" BP-9 TO DMH-6 INV IN:581.59' 12" DMH-7 TO DMH-6 INV OUT:581.59' 12" DMH-6 TO DMH-5 SUMP:581.59' RIM:590.06' DMH-6 INV IN:587.14' 12" BP-8 TO DMH-7 INV IN:582.10' 12" BP-1 TO DMH-7 INV OUT:582.10' 12" DMH-7 TO DMH-6 SUMP:582.10' RIM:592.00' DMH-7 INV IN:583.29' 12" CB-4 TO BP-1INV OUT:583.00' 12" BP-1 TO DMH-7INV OUT:582.20' 8" BP-1 TO INFILSUMP:582.20'RIM:586.36'BP-10+00585.8586.920+50585.5587.011+00585.6587.621+50587.1588.312+00591.3 2+50592.0 3+00590.3 590.32 3+50588.3 590.49 3+77.22588.4 591.23 ~180' of 12" HDPE @ 0.50%~104' of 12" HDPE @ 0.50%~38' of 12" HDPE@ 0.50%2.00'0+00592.0 592.00 0+46.25592.0 592.00 INV IN:587.14' 12" BP-8 TO DMH-7 INV IN:582.10' 12" BP-1 TO DMH-7 INV OUT:582.10' 12" DMH-7 TO DMH-6 SUMP:582.10' RIM:592.00' DMH-7~39' of 12" HDPE @ 2.30%0+00590.3 590.34 0+47.22588.8 590.06 INV OUT:588.07' 8" BP-9 TO INFIL INV OUT:587.99' 12" BP-9 TO DMH-6 SUMP:586.99' RIM:590.33' BP-9 INV IN:586.25' 12" BP-9 TO DMH-6 INV IN:581.59' 12" DMH-7 TO DMH-6 INV OUT:581.59' 12" DMH-6 TO DMH-5 SUMP:581.59' RIM:590.06' DMH-6~47' of 12" HDPE @ 3.73%2.00' ELEVATION (FT)DETENTION PONDVERT. SCALE: 1" = 4HORIZ. SCALE: 1" = 20575580585590595600INV OUT:587.52' 8" BP-8 TO INFIL INV OUT:588.02' 12" BP-8 TO DMH-7 SUMP:586.52' RIM:591.19' BP-8~19' of 12" HDPE@ 1.83%~23' of 12" HDPE@ 0.50%2.00'INV IN:583.63' 12" CB-4 TO CB-5INV OUT:583.63' 12" CB-4 TO BP-1SUMP:582.63'RIM:586.78'CB-5INV OUT:583.74' 12" CB-4 TO CB-5SUMP:582.74'RIM:586.74'CB-4 2.30' INV OUT:587.40' 12" CB-3 TO DMH-5 INV OUT:586.59' 12" CB-3 TO INFIL SUMP:585.59' RIM:590.86' CB-3 INV IN:587.20' 12" CB-3 TO DMH-5 INV IN:581.40' 12" DMH-6 TO DMH-5 INV OUT:584.20' 18" DMH-5 TO DET POND SUMP:581.23' RIM:590.51' DMH-5 INV OUT:585.00' 12" SWM-1 TO ES-2 SUMP:584.50' RIM:587.48' SWM-1~40' of 12" HDPE @ 0.50%~17' of 12" HDPE @ 6.19%~23' of 18" Corrugated HDPE Pipe @ 0.34%0+00590.8 591.22 0+50587.9 588.97 1+00586.0 586.02 1+44.22582.2 2.00'8" DIPELEVATION (FT)DMH-9 TO DMH-4VERT. SCALE: 1" = 4HORIZ. SCALE: 1" = 205755805855905956000+00589.5 591.96 0+50588.7 591.68 0+70.80587.7 591.08 INV OUT:587.65' 12" BP-12 TO DMH-4 INV OUT:587.00' 6" BP-12 TO DMH-9 SUMP:586.00' RIM:592.58' BP-12 INV IN:586.79' 12" DMH-11 TO DMH-4 INV IN:587.42' 12" BP-12 TO DMH-4 INV IN:584.93' 12" BP-13 TO DMH-4 INV OUT:584.93' 18" DMH-4 TO DMH-5 SUMP:583.93' RIM:591.85' DMH-4 Sheet Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - DATE: SCALE: DRAWN BY: No. Revisions: Date Comments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.NOTE:1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEENTAKEN FROM SURVEY MAP PREPARED BY LINK LAND SURVEYOR, P.C., DATED 01/11/25.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.COPYRIGHT © 2025 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDSAFE DIGBefore You Dig, Drill or Blast!CALL US TOLL FREE 811 or 1-800-962-7962NY Industrial Code Rule 753 requires no lessthan two working days notice, but not morethan ten days notice.www.digsafelynewyork.comPROJECT # PREPARED FOR MJM LAND DEVELOPMENT CORP. SITE PLAN 3232 Gomer Street Westchester County, NYTown of Yorktown 05/28/25 AKM 22-01 F:\2022\22-01 MJM SUBDIVISION- GOMER ST, YORKTOWN\ENGINEERING\CAD\C3D-22-01 JOHN GERBINO - MJM SUBD 3232 GOMER ST\DWG\22-01 MJM SITE PLAN.DWG 1/16/2017 3:19:52 PM 1.10/8/2025 Submission To Planning Board 2.11/17/2025 Submission To Planning Board #### STORMWATER PROFILESC-208 C-500GENERAL STORM DRAINAGE & UTILITY NOTESGENERAL CONSTRUCTION NOTES:5. ROCK CUT STABILITY IS TO BE FIELD VERIFIED BY GEOTECHNICAL ENGINEER AND SHALL BE MODIFIED IF REQUIRED.3. EACH BUILDING CONSTRUCTED HEREON SHALL BE OF SUCH AN ELEVATION THAT THE GROUND WILLSLOPE AWAY FROM IT IN ALL DIRECTIONS. IN THE EVENT THAT THIS IS NOT FEASIBLE, THECONTRACTOR SHALL INSTALL TYPICAL YARD DRAINS AS REQUIRED AND CONNECT THEM TO THESTORM DRAINAGE SYSTEM OR AS DIRECTED BY THE PROJECT ENGINEER.1. BENCH MARKS USING U.S.G.S. DATUM SHALL BE OF SUCH ELEVATION THAT THE GROUND WILL SLOPE AWAY FROM IT IN ALL DIRECTIONS.2. LOCATION OF GAS AND WATER VALVES, ELECTRIC AND TELEPHONE POLES ARE TO BE DETERMINED BYPROPER AUTHORITIES AND APPROVED, AS TO LOCATION, BY THE TOWN ENGINEER.8. ALL EXISTING UNDERGROUND DRAINS ENCOUNTERED DURING CONSTRUCTION OF PROPOSED ROADSARE TO BE CONNECTED TO PROPOSED DRAINAGE IMPROVEMENTS. CONNECTIONS TO BE APPROVEDBY THE TOWN ENGINEER.7. INTERCEPTOR DRAINS ARE TO BE INSTALLED WHERE REQUIRED BY THE TOWN OR PROJECT ENGINEERDURING ROAD CONSTRUCTION.6. STORM DRAIN PIPING TO BE HIGH DENSITY POLYETHYLENE AS SHOWN ON THE CONSTRUCTIONDRAWINGS. MINIMUM COVER TO BE 2' UNLESS OTHERWISE NOTED.4. NO TOPSOIL SHALL BE REMOVED FROM THE SITE.11. STREET OPENING PERMIT FROM THE TOWN OF YORKTOWN D.P.W. MAY BE REQUIRED FOR INSTALLATIONS IN PUBLIC ROADS.10. ALL STRUCTURES SHALL BE SET ONE INCH BELOW PAVEMENT.9. PRIOR TO FINAL APPROVAL AND OPERATION OF DRAINAGE SYSTEM, CONTRACTOR SHALL CLEAR ALLACCUMULATED SEDIMENT AND/OR DEBRIS FROM DRAINAGE STRUCTURES, MANHOLES, CULVERTS,OUTLETS AND DRAIN INLETS. ENGINEER SHALL BE NOTIFIED FOR FINAL INSPECTION.5. ANY REVISIONS AND/OR ADDITIONS TO THE ROAD STORM DRAINAGE SYSTEMS CURRENTLY SHOWN ONTHE PLANS WHICH ARE DEEMED NECESSARY DURING CONSTRUCTION MUST BE MADE BY THECONTRACTOR AS REQUIRED BY THE TOWN AND SHALL BE SHOWN ON THE AS-BUILT DRAWINGS.1. ALL UTILITIES, INCLUDING ELECTRIC LINES, TELEPHONE, WATER, SANITARY SEWER LINES, AND STORMSEWER LINES SHALL BE LOCATED UNDERGROUND AND SHALL BE INSTALLED IN ACCORDANCE WITHTHE REQUIREMENTS OF THE TOWN OF YORKTOWN AND THE UTILITY COMPANIES HAVINGJURISDICTION.3. ANY SOIL THAT IS UNSUITABLE FOR DEVELOPMENT OF BUILDINGS OR ROADWAYS SHALL BE REMOVED FROM AREAS TO BE DEVELOPED AND SHALL BE DISPOSED OF WITHIN THE SITE IN NEW EMBANKMENTS WHERE STRUCTURAL LOADING, I.E. A BUILDING OR ROADWAY, WILL NOT TAKE PLACE. WHEN CONSTRUCTION IS PROPOSED TO OCCUR IN SPECIFIC AREAS WHERE SOILS ARE OF QUESTIONABLE SUITABILITY, THE APPLICANT SHALL PROVIDE SOILS ENGINEERING REPORTS AS REQUIRED BY THE PLANNING BOARD ENGINEER, PRIOR TO THE CONSTRUCTION OF ROADWAYS AND, AS REQUIRED BY THE BUILDING INSPECTOR, PRIOR TO THE ISSUANCE OF A BUILDING PERMIT.2. CONSTRUCTION ACTIVITY SHALL BE LIMITED FROM 8:00 A.M. TO 6 P.M., AND NO CONSTRUCTION ACTIVITY SHALL OCCUR ON SUNDAYS OR LEGAL NEW YORK STATE HOLIDAYS. WHERE BLASTING IS NECESSARY, IT SHALL OCCUR FROM MONDAY THROUGH FRIDAY BETWEEN THE HOURS OF 8:00 A.M. AND 6:00 P.M. NO BLASTING SHALL OCCUR ON HOLIDAYS, SATURDAY OR SUNDAY. ALL BLASTING SHALL ALSO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF YORKTOWN AND NEW YORK STATE BLASTING ORDINANCES.I. DISTRIBUTION SYSTEM - WATERMAINA. GENERAL THE CONTRACTOR SHALL PERFORM THE NECESSARY EXCAVATION, BACKFILLING, CLEARING, GRUBBING, SHEETING, SHORING, DO ALL SHAPING OF TRENCHES, PUMPING AND BAILING, LAYING AND JOINING OF ALL PIPES, PROTECT AND SUPPORT EXISTING STRUCTURES AND REPAIR THEM, IF DAMAGED, AND ALL ELSE NECESSARY TO COMPLETE THE WORK. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, LABOR, AND TOOLS NECESSARY TO COMPLETE THE WORK IN A SAFE, NEAT, AND WORKMANLIKE MANNER.B. SITE AND ACCESS CLEARING (WITHIN EASEMENTS) THE CONTRACTOR SHALL CONFINE ALL CLEARING OPERATIONS TO WITHIN THE IMMEDIATE AREAS THAT ARE ESSENTIAL FOR CONSTRUCTION OF THE WORK.C. STOCKPILING OF SUITABLE BACKFILL MATERIAL THE CONTRACTOR SHALL BE PREPARED WHEN EXCAVATING THE TRENCH TO SEPARATE SUITABLE BACKFILL MATERIAL FROM UNSUITABLE MATERIAL FOR USE AS BACKFILL ADJACENT TO THE PIPE.WATERMAIN NOTES6. NO CRUSHING/PROCESSING IS PERMITTED ON THE SITE WITHOUT PRIOR APPROVAL BY THE TOWN OF YORKTOWNPLANNING BOARD.1. EXCAVATION IN GENERAL SHALL CONFORM TO THE LINES AND GRADES SHOWN ON THE CONTRACT DRAWINGS.6. SOILS USED AS BACKFILL SHALL CONSIST OF CLEAN DRY SOIL. THE MATERIAL SHALL BE GRANULAR AND FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL. IN GENERAL THE SOIL SHALL BE NON- PLASTIC WITH A PLASTICITY INDEX LESS THAN 5 AND SHALL CONFORM TO THE AASHTO SOIL CLASSIFICATION SYSTEM FOR AN "A-1-A" SOIL . HOWEVER THE MAXIMUM SIZE SHALL BE 6". IN GENERAL ALL FILL SHALL BE APPROVED BY THE ENGINEER PRIOR TO IT'S USE. WET MATERIAL OR UNSUITABLE MATERIAL SHOULD NOT BE USED.10. THE CONTRACTOR SHALL NOT USE LARGE OR HEAVY CONSTRICTION EQUIPMENT WITHIN 5' OF THE RETAINING WALLS OR NEW FOUNDATION WALLS. HAND OPERATED COMPACTING EQUIPMENT SHALL BE USED WITHIN 5' OF THE WALL FACE.3. WALLS TO BE CONSTRUCTED ON VIRGIN IN-SITU SOIL SHALL HAVE A MINIMUM ALLOWABLE BEARING CAPACITY OF 2 TSF. ALL OTHER CONDITIONS SHALL BE APPROVED BY THE GEOTECHINICAL ENGINEER.4. TO INSURE A PROPER BEARING SURFACE, THE WALL SHALL BE CONSTRUCTED ON NATURAL IN-SITU SOIL, THE CONTRACTOR SHALL STRIP ALL TOP SOIL. THE AREA SHALL THEN BE COMPACTED USING SUITABLE COMPACTION EQUIPMENT. A MINIMUM OF 3 PASSES SHALL BE MADE.7. BACKFILL SHALL BE PLACED AND COMPACTED IN A MAXIMUM 12" LIFTS.5. WALLS SHALL NOT BE CONSTRUCTED ON WET OR FROZEN GROUND.2. THE ENGINEER SHALL BE NOTIFIED OF UNSUITABLE SUB-GRADE SOILS PRIOR TO PLACEMENT OF WALL.11. ALTERNATE WALL DESIGNS MUST BE SEALED BY A NEW YORK STATE LICENSED PROFESSIONAL ENGINEER THE MINIMUM FACTORS OF SAFETY FOR SLIDING AND OVERTURNING SHALL BE 2.0.WALL NOTES:12. ALTERNATE WALL DESIGNS MUST BE SEALED BY A NEW YORK STATE LICENSED PROFESSIONAL ENGINEER THE MINIMUM FACTORS OF SAFETY FOR SLIDING AND OVERTURNING SHALL BE 2.0.8. ALL BOULDER RETAINING WALLS SHALL HAVE A GEOTEXTILE FABRIC BACKING FOR THE FULL HIEGHT OF THE WALL AS MANUFACTURED BY MIRAFI OR APPROVED EQUAL.9. IF GROUNDWATER IS ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY TO DETERMINE IF THE ADDITION OF AN UNDERDRAIN MAY BE REQUIRED.SPECIAL PRECAUTIONS SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT OVERHEAD POWER LINES,WATERMAINS, GAS MAINS, ELECTRIC AND TELEPHONE CONDUITS, STORM AND SANITARY SEWERS,CULVERTS, BUILDINGS AND OTHER EXISTING STRUCTURES IN AND NEAR THE EXCAVATION. IN ALLCASES, WHETHER UNDERGROUND STRUCTURES HAVE OR HAVE NOT BEEN DELINEATED, THE TOWNENGINEER, WATER SUPERINTENDENT, OR AUTHORIZED REPRESENTATIVE ACCEPTS NO RESPONSIBILITYFOR THEIR LOCATION. 'UNDERGROUND UTILITIES" LOCATES EXISTING UNDERGROUND UTILITIES FREE OFCHARGE. THE PHONE NUMBER IS 1-800-245-2828.GUTTERS, SEWERS, DRAINS AND DITCHES SHALL BE KEPT OPEN AT ALL TIMES FOR SURFACE DRAINAGE.NO DAMMING OR PONDING OF WATER IN GUTTERS OR OTHER WATERWAYS WILL BE PERMITTED EXCEPTWHERE STREAM CROSSINGS ARE NECESSARY AND THEN ONLY TO AN EXTENT WHICH THE TOWNENGINEER, WATER SUPERINTENDENT, OR AUTHORIZED REPRESENTATIVE SHALL CONSIDER NECESSARY.THE CONTRACTOR SHALL NOT DIRECT ANY FLOW OF WATER ACROSS OR OVER PAVEMENTS EXCEPTTHROUGH APPROVED PIPES OR PROPERLY CONSTRUCTED TROUGHS OF SUCH SIZES AND LENGTHS ASMAY BE REQUIRED, AND PLACE THE SAME AS DIRECTED. THE GRADING IN THE VICINITY OF TRENCHESSHALL BE CONTROLLED SO THAT THE GROUND SURFACE IS PROPERLY PITCHED TO PREVENT WATERRUNNING IN THE TRENCHING. THE CONTRACTOR SHALL NOT COMMENCE OPERATIONS INVOLVING ANYPUBLIC UTILITY BEFORE HAVING GIVEN WRITTEN NOTICE TO THE COMPANY OR OWNER, OR ITS AGENTS,AND SHALL COOPERATE WITH THE COMPANY'S OR OWNER'S FORCES IN PROTECTING AND PREVENTINGDAMAGE TO THE PROPERTY.THE CONTRACTOR WILL, AT HIS OWN EXPENSE, BE RESPONSIBLE FOR DIRECT OR INDIRECT DAMAGETHAT MAY BE DONE TO ANY UTILITY OR STRUCTURE IN THE PROSECUTION OF HIS WORK. THE LIABILITYOF THE CONTRACTOR IS ABSOLUTE AND IS NOT DEPENDENT UPON ANY QUESTIONS OF NEGLIGENCE ONHIS PART OR ON THE PART OF HIS AGENT, OR EMPLOYEES, AND THE NEGLECT OF THE TOWN ENGINEER,WATER SUPERINTENDENT, OR AUTHORIZED REPRESENTATIVE TO DIRECT THE CONTRACTOR TO TAKEANY PARTICULAR PRECAUTION OR TO REFRAIN FROM DOING SUCH DAMAGE.SHOULD THE POSITION OF ANY PIPE, CONDUIT, POLE OR OTHER STRUCTURES, ABOVE OR BELOW THEGROUND, BE SUCH AS TO REQUIRE ITS REMOVAL, REALIGNMENT, OR CHANGE DUE TO WORK TO BEDONE, REALIGNMENT OR CHANGE WILL BE DONE BY OR UNDER SUPERVISION OF THE OWNER OF THEOBSTRUCTIONS. THE CONTRACTOR SHALL UNCOVER AND SUSTAIN THE STRUCTURES, AFTER SUCHREALIGNMENT OR CHANGE.THE CONTACTOR SHALL NOT INTERFERE WITH ANY PERSONS, OR WITH THE OWNER IN PROTECTING,REMOVING, CHANGING OR REPLACING THEIR PIPES, CONDUITS, POLES OR OTHER STRUCTURES; BUTHE SHALL SUFFER SAID PERSONS OR THE OWNER TO TAKE ALL SUCH MEASURES AS THEY MAY DEEMNECESSARY OR ADVISABLE FOR THE PURPOSE AFORESAID, AND THE CONTRACTOR SHALL THEREBYBE IN NO WAY RELIEVED OF ANY OF HIS RESPONSIBILITIES.THE CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS WITH THE OWNER OF THERESPECTIVE UTILITY PRIOR TO RELOCATION OR INTERRUPTION OF SERVICE. ALL WORK NECESSARYFOR THE RELOCATION SHALL BE PERFORMED BY THE CONTRACTOR, OR BY THE OWNER AT THEOWNER'S OPTION, AND TO THE SATISFACTION OF THE OWNER. WHERE SERVICE IS INTERRUPTED, THECONTRACTOR SHALL COOPERATE IN RESTORING SERVICE PROMPTLY. ALL CHARGES FOR DAMAGESDONE TO UTILITIES SHALL BE PAID BY THE CONTRACTOR.CONSTRUCTION IN THE ROAD RIGHT-OF-WAY SHALL AT ALL TIMES BE PERFORMED WITH MINIMUMDISTURBANCE TO TRAFFIC WITH SUFFICIENT BARRICADES AND DIRECTION. DETOURS CAN BE INSTITUTEDWITH APPROVAL OF THE TOWN ENGINEER, WATER SUPERINTENDENT, OR AUTHORIZED REPRESENTATIVE,OR STATE, COUNTY, OR LOCAL AUTHORITIES. PAVEMENT SHALL BE CUT PRIOR TO REMOVAL. HOLES ANDSETTLEMENTS IN THE TRENCHES SHALL BE IMMEDIATELY FILLED TO THE ORIGINAL GRADE ELEVATIONWITH THE SPECIFIED MATERIALS.THE CONTRACTOR SHALL PROCEED WITH CAUTION IN THE EXCAVATION AND PREPARATION OF THETRENCH SO THAT THE EXACT LOCATION OF UNDERGROUND STRUCTURES, BOTH KNOWN AND UNKNOWN,MAY BE DETERMINED. THE TRENCH SHALL BE EXCAVATED SO THAT THE PIPE CAN BE LAID TO THEALIGNMENT AND DEPTH REQUIRED. MINIMUM DEPTH OF COVER FROM SURFACE OF GROUND TO TOP OFPIPE BARREL SHALL BE FOUR FEET (4'). NO TRENCH SHALL BE EXCAVATED MORE THAN FIVE HUNDREDLINEAL FEET (500 LF) IN ADVANCE OF PIPE LAYING UNLESS AUTHORIZED BY THE TOWN ENGINEER, WATERSUPERINTENDENT, OR AUTHORIZED REPRESENTATIVE. THE TRENCH SHALL BE SO BRACED AND DRAINEDTHAT THE WORKMEN MAY WORK THEREIN SAFELY AND EFFICIENTLY. IT IS ESSENTIAL THAT THEDISCHARGE OF THE TRENCH DEWATERING PUMPS BE CONDUCTED TO NATURAL DRAINAGE CHANNELSOR DRAINS, AS IN ACCORDANCE WITH OSHA REQUIREMENTS.THE WIDTH OF THE TRENCH SHALL BE OF ADEQUATE SIZE TO PERMIT THE PIPE TO BE LAID AND JOINTEDPROPERLY, BUT SHALL NOT EXCEED THE SUM OF TWENTY-FOUR INCHES(24") PLUS THE PIPE OUTSIDEDIAMETER, AND THE BACKFILL TO BE PLACED AND COMPACTED AS SPECIFIED.LEDGE ROCK, BOULDERS AND LARGE STONES SHALL BE REMOVED TO PROVIDE A CLEARANCE OF ATLEAST SIX INCHES (6") BELOW AND ON EACH SIDE OF ALL PIPES AND FITTINGS.THE TRENCH SHALL BE EXCAVATED TO THE DEPTH REQUIRED SO AS TO PROVIDE A UNIFORM ANDCONTINUOUS BEARING AND SUPPORT FOR THE PIPE ON SOLID AND UNDISTURBED GROUND AT EVERYPOINT. WHERE THE BOTTOM OF THE TRENCH AT A SUBGRADE IS FOUND TO BE UNSTABLE, OR TOINCLUDE ASHES, CINDERS, ALL TYPES OF REFUSE, VEGETABLE OR OTHER ORGANIC MATERIAL OR LARGEPICES OF FRAGMENTS OR INORGANIC MATERIAL WHICH IN THE JUDGEMENT OF THE TOWN ENGINEER,WATER SUPERINTENDENT, OR AUTHORIZED REPRESENTATIVE SHOULD BE REMOVED, THE CONTRACTORSHALL EXCAVATE AND REMOVE SUCH UNSUITABLE MATERIAL TO THE WIDTH AND DEPTH ORDERED BYTHE TOWN ENGINEER, WATER SUPERINTENDENT, OR AUTHORIZED REPRESENTATIVE.ANY PART OF THE BOTTOM OF THE TRENCH EXCAVATED BELOW THE SPECIFIED GRADE SHALL BECORRECTED WITH APPROVED BEDDING MATERIAL, SUCH AS THOROUGHLY COMPACTED CRUSHEDSTONE, GRAVEL, OR CONCRETE AS DIRECTED BY THE TOWN ENGINEER, WATER SUPERINTENDENT, ORAUTHORIZED REPRESENTATIVE. THE FINISHED SUBGRADE SHALL BE PREPARED ACCURATELY BYMEANS OF HAND TOOLS.4. ROOF LEADERS AND FOOTING DRAINS SHALL EMPTY INTO THE STORM DRAINAGE SYSTEM ORDISCHARGE DIRECTLY TO STORMWATER MANAGEMENT SYSTEMS IF GRADES PERMIT, ANDCONNECTION TO THE STORM SYSTEM IS NOT FEASIBLE, FOOTING DRAINS ONLY MAY DISCHARGE TODAYLIGHT AT THE REAR OF BUILDINGS. FOOTING DRAINS SHALL EXTEND A MINIMUM OF 30 FT. FROMTHE REAR FACE OF THE BUILDING WHEN POSSIBLE. UNDER NO CIRCUMSTANCES SHALL THEDISCHARGE OF GROUND WATER OR STORM WATER, EITHER BY GRAVITY OR BY PUMPING, BEDISCHARGED TO ANY SANITARY SEWER SYSTEM.CONTRACTOR RESPONSIBILITIES:1. ALL WORK ON THE PROJECT SHALL BE PERFORMED IN A WORKMAN LIKE MANNER AND SHALL BE INACCORDANCE WITH THE STANDARDS OF THE INDUSTRY. THE OWNER WILL BE THE SOLE JUDGE OF THEACCEPTABILITY OF THE WORK. MATERIALS AND WORK DEEMED UNACCEPTABLE WILL BE REMOVED ANDREDONE AT THE SOLE COST AND RESPONSIBILITY OF THE CONTRACTOR.2. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT HIS WORK AND WILL BE HELD RESPONSIBLE FORCONSEQUENTIAL DAMAGES DUE TO HIS ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE TO THEOWNER FOR THE ACTS AND OMISSIONS OF HIS EMPLOYEE, AND THEIR AGENTS AND EMPLOYEES, ANDANY OTHER PERSONS PERFORMING ANY THE WORK UNDER A SEPARATE CONTRACT WITH THECONTRACTOR.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY SHORE EXISTING UTILITIES IF REQUIRED BYCONSTRUCTION.4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE THE BUILDING INSPECTOR IN ADVANCEOF HIS WORK OR AS THE INSPECTOR DEEMS APPROPRIATE.5. ALL CONDITIONS, LOCATIONS AND DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THEOWNER/ENGINEER NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO THE START OF WORK. THEOWNER/ENGINEER WILL EVALUATE THE SITUATION AND MODIFY THE PLAN AS NECESSARY.6. ALL CHANGES MADE TO THIS PLAN SHALL BE APPROVED BY THE ENGINEER WHOSE SEAL APPEARS ONTHESE DRAWINGS. ANY UNAUTHORIZED ALTERATION OR ADDITIONS TO THIS DRAWING IS A VIOLATION OFSECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THIS CONTRACT.9. THE CONTRACTOR SHALL VERIFY ALL SUBSTRUCTURES ENCOUNTERED DURING CONSTRUCTION.10. THE CONTRACTOR SHALL SECURE & PAY FOR A BUILDERS RISK POLICY TO COVER THE PERIOD OFCONSTRUCTION. THE ENGINEER & OWNER SHALL BE NAMED AS ADDITIONAL INSURED. ALL CONTRACTORSEMPLOYED AT THE SITE SHALL BE COVERED BY WORKMAN'S COMPENSATION.GENERAL NOTES:1. THE ENGINEER WHOSE SEAL APPEARS HEREON HAS NOT BEEN RETAINED FOR SUPERVISION OFCONSTRUCTION, SUBSEQUENTLY,HE IS NOT RESPONSIBLE FOR CONSTRUCTION AND THEREFOREASSUMES NO RESPONSIBILITY FOR CONSTRUCTION PRACTICES, PROCEDURES, AND RESULTSTHEREFROM.2. THE ENGINEER SHALL NOT BE HELD RESPONSIBLE OR HELD ACCOUNTABLE FOR THE INTEGRITY OF ANYSTRUCTURES CONSTRUCTED OR UNDER CONSTRUCTION PRIOR TO THE APPROVAL OF THE PLANS.3. THE TOWN ENGINEER'S OFFICE AND WATER DISTRICT OFFICE IS TO BE NOTIFIED 24 HOURS BEFORECOMMENCING SITE CONSTRUCTION OR WATER MAIN CONNECTION.4. ALL WORK IS TO BE IN ACCORDANCE WITH THE TOWN CODE OF PRACTICE AND SPECIFICATIONS.5. ALL CONDITIONS, LOCATIONS, AND DIMENSIONS SHALL BE FIELD VERIFIED AND THE ENGINEER SHALL BEIMMEDIATELY NOTIFIED OF ANY DISCREPANCIES.6. ALL CHANGES MADE TO THE PLANS SHALL BE APPROVED BY THE ENGINEER WHOSE SEALAPPEARS ONTHESE DRAWINGS. ANY SUCH CHANGES SHALL BE FILED AS AMENDMENTS TO THE ORIGINAL BUILDINGPERMIT.7. ALL WRITTEN DIMENSIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY SCALEDDIMENSIONS.8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL IN A "CODE 53" PRIOR TO CONSTRUCTION FORUNDERGROUND UTILITY LOCATIONS. 9. SUBSTRUCTURES AND THEIR ENCROACHMENTS BELOW GRADE,IF ANY, ARE NOT SHOWN.9. ANY PROPOSED ELECTRIC AND/OR TELEPHONE SERVICE LINES ARE TO BE PLACED UNDERGROUND.10. THE DESIGN ENGINEER DISCLAIMS ANY LIABILITY FOR DAMAGE OR LOSS INCURRED DURING OR AFTERCONSTRUCTION.11. ALL CONDITIONS, LOCATIONS AND DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THEOWNER/ENGINEER NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO THE START OF WORK. THEOWNER/ENGINEER WILL EVALUATE THE SITUATION AND MODIFY THE PLAN AS NECESSARY.8. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND OMISSIONS OF HISEMPLOYEES, SUBCONTRACTORS, AND THEIR AGENTS AND EMPLOYEES, AND ANY OTHER PERSONSPERFORMING ANY OF THE WORK UNDER A CONTRACT WITH THE CONTRACTOR.D. PROTECTION OF EXISTING STRUCTURES AND UTILITIESE. CONSTRUCTION OF ROAD RIGHT-OF-WAYF. EXCAVATION AND PREPARATION OF TRENCHGENERAL WATER MAIN NOTES:1. ALL PROPOSED WATERMAIN MATERIALS, CONSTRUCTION AND INSTALLATION SHALL CONFORM TO ALLAPPLICABLE RULES AND REGULATIONS OF THE TOWN OF YORKTOWN WATER DEPARTMENT AND THEWESTCHESTER COUNTY HEALTH DEPARTMENT STANDARDS AND SPECIFICATIONS. CONSTRUCTIONMUST BE UNDER THE SUPERVISION OF A LICENSED AND REGISTERED PROFESSIONAL ENGINEER IN THESTATE OF NEW YORK WHO SHALL FURNISH A CERTIFICATE OF CONSTRUCTION COMPLIANCE AND TWO(2) SETS OF AS-BUILT PLANS AFTER THE COMPLETION OF THE PROJECT.2. THE RECORDS OF THE TOWN OF YORKTOWN INDICATE THAT THERE IS ADEQUATE WATER PRESSUREAND CAPACITY AS REQURIED TO SERVE THIS PROJECT.3. ALL BACKFLOW PREVENTION DEVICES ASSOCIATED WITH THE FIRE AND DOMESTIC SERVICES FOREACH OF THE PROPOSED OFFICE SPACES IN THE TYPE "B" UNITS SHALL BE LOCATED INTERNAL TO THEBUILDING AND SHALL REQUIRE SEPARATE APPROVAL BY THE WESTCHESTER COUNTY DEPARTMENT OFHEALTH.4. ALL FIRE AND DOMESTIC SERVICE CONNECTIONS FROM THE PROPOSED WATER MAIN SHALL BEINSTALLED WITH WET TAPS AFTER THE CONTRACTOR HAS INSTALLED THE MAIN AND IT HAS BEENAPPROVED BY THE TOWN OF YORKTOWN WATER DEPARTMENT AND THE WESTCHESTER COUNTYDEPARTMENT OF HEALTH.5. THE CONTRACTOR IS ADVISED THAT BEFORE HE CONNECTS TO THE EXISTING WATER SYSTEM, HEMUST ADVISE AND COORDINATE HIS OPERATIONS WITH THE TOWN OF YORKTOWN WATERDEPARTMENT'S SUPERINTENDENT. MEANS AND METHODS USED TO CONNECT TO THE EXISTINGSERVICE SHALL BE APPROVED BY THE TOWN AND SHALL INCLUDE BUT NOT BE LIMITED TO WET TAPSOR OTHERWISE.6. THE CONTRACTOR IS TO MAINTAIN CONSTANT FLOW AND PRESSURE IN ALL WATER MAINS AT ALLTIMES. IF THE NEED SHOULD ARISE THAT WATER SERVICE IS TO BE INTERRUPTED FOR A SHORTPERIOD, IT MUST BE COORDINATED WITH AND APPROVED BY THE ENGINEER AND THE TOWN OFYORKTOWN SUPERINTENDENT OF WATER.7. WATER MAINS CROSSING HOUSE SEWERS, STORM SEWERS OR SANITARY SEWERS SHALL BE LAID TOPROVIDE A VERTICAL SEPARATION OF A MINIMUM OF 18" BETWEEN THE BOTTOM OF WATER MAIN ANDTOP OF SEWER.8. WATER MAINS PASSING UNDER HOUSE SEWERS, IN ADDITION, SHALL BE PROTECTED BY PROVIDING AVERTICAL SEPARATION OF 18" MINIMUM FROM THE BOTTOM OF THE SEWER TO THE TOP OF THE WATERMAIN AND ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTIONOF THE JOINTS AND THE SEWER SETTLING AND BREAKING THE WATER MAIN. IN ADDITION THE LENGTHOF WATER PIPE IS TO BE CENTERED AT THE POINT OF CROSSING SO THAT THE JOINTS WILL BEEQUIDISTANT AND AS FAR AS POSSIBLE FROM THE SEWER. NO WATER MAIN SHALL PASS THROUGHOR COME IN CONTACT WITH ANY PART OF A SEWER OR SEWER MANHOLE.9. THE COVER OVER THE TOP OF THE WATER MAIN SHALL BE A MINIMUM OF 4 FEET TO A MAXIMUM OF 5.5FT.10. WATER MAINS SHALL BE CLASS 52 DUCTILE IRON PIPES (DIP) TYTON JOINT TYPE AND FITTINGS SHALLBE FACTORY CEMENT LINED CLASS 52. ALL FITTINGS SHALL HAVE MECHANICAL JOINTS AND SHALL BEPRESSURE RATED AT 250 PSI. ALL NECESSARY JOINT MATERIALS SHALL BE FURNISHED. WATER MAINSSHALL BE INSTALLED IN ACCORDANCE WITH AWWA STANDARDS, LATEST REVISION.11. ALL GATE VALVES SHALL BE MUELLER RESILIENT WEDGE (TURN LEFT OPEN) TYPE AND SHALL MEETAWWA STANDARDS, LATEST REVISION.12. ALL SERVICE CONNECTIONS AND SMALL DIAMETER EXTENSIONS SHALL CONFORM TO AWWA C-151.13. RETAINER GLANDS AND CONCRETE THRUST BLOCKS OR RODS SHALL BE USED AT ALL LOCATIONSWHERE RESTRAINTS EXIST.14. INSTALLATION AND TESTING OF THE WATER MAIN SHALL BE INSPECTED BY THE WESTCHESTERCOUNTY DEPARTMENT OF HEALTH. THE CONTRACTOR SHALL PROVIDE THE HEALTH DEPARTMENT AMINIMUM 48 HOURS NOTICE PRIOR TO ANY PRESSURE/LEAKAGE TESTS AND/OR DISINFECTION ANDBACTERIOLOGICAL TESTS PERFORMED ON THE PROPOSED WATER MAIN. THE RESULTS OF THE ABOVETESTS MUST BE ACCEPTED BY THE WCHD PRIOR TO USE OF THE MAIN.15. ASBUILT DRAWINGS SHALL SHOW DIMENSIONS BETWEEN ALL VALVE TURNING NUTS AND FINISH GRADE.16. INSTALLATION, DISINFECTION AND TESTING TO BE WITNESSED AND CERTIFIED BY A LICENSEDPROFESSIONAL ENGINEER OR TOWN OF YORKTOWN ENGINEER.17. ALL HYDRANTS AND VALVES SHALL BE AS MANUFACTURED BY THE MUELLER COMPANY.18. THE FINAL LOCATIONS OF FIRE HYDRANTS AND SIAMESE CONNECTIONS SHALL BE DETERMINED BY ANDCOORDINATED WITH THE TOWN OF YORKTOWN FIRE DEPARTMENT.19. IF, DURING CONSTRUCTION, IT IS FOUND THAT THE REQUIRED SEPARATION OF WATER MAINS,SANITARY SEWERS, STORM SEWERS, AND BUILDING SEWERS CANNOT BE MET, THE DEVELOPER OR HISAUTHORIZED REPRESENTATIVE SHALL CONTACT THE WESTCHESTER COUNTY DEPARTMENT OFHEALTH. APPROVAL BY THE WCHD IS REQUIRED PRIOR TO ANY FIELD CHANGES THAT WILL AFFECTMINIMUM WATER/SEWER SEPARATION DISTANCES.20. ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCEWITH THE LATEST EDITION OF AWWA STANDARD C-600.21. ALL NEW, CLEANED OR REPAIRED WATER MAINS SHALL BE DISINFECTED AND BACTERIOLOGICALTESTING PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF AWWA STANDARD C-651-05(EXCLUDING THE TABLET METHOD). THE SPECIFICATIONS INCLUDE DETAILED PROCEDURES FOR THEADEQUATE FLUSHING, DISINFECTION, AND MICRO- BIOLOGICAL TESTING OF ALL WATER MAINS.22. ROAD OPENINGS SHALL BE DONE IN ACCORDANCE WITH CONDITIONS OF PERMIT, AND COORDINATEDWITH THE TOWN OF YORKTOWN.23. UPON COMPLETION AND PRIOR TO USE, TWO (2) SETS OF AS-BUILT PLANS AND ACCEPTABLEBACTERIOLOGICAL SAMPLE AND WATER MAIN HYDROSTATIC TEST RESULTS MUST BE SUBMITTEDALONG WITH THE DESIGN PROFESSIONAL'S CERTIFICATION OF CONSTRUCTION TO THE WESTCHESTERCOUNTY DEPARTMENT OF HEALTH.SANITARY SEWER NOTES:1. ALL WORK TO BE DONE IN ACCORDANCE WITH THE CODE OF THE TOWN OF YORKTOWN ANDTHE REGULATIONS OF THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH.2. SANITARY MANHOLES/CLEANOUT MANHOLES SHALL BE PRECAST CONCRETE.3. ALL WORK SHALL BE MANUFACTURED IN ACCORDANCE WITH APPROVED STANDARDS ANDSHALL BE SPACED A MAXIMUM DISTANCE OF 300' ON STRAIGHT RUNS AND INSTALLED ATEVERY CHANGE IN ALIGNMENT. MANHOLE POSITIONING SHALL BE AS TO PREVENT THEENTRANCE OF SURFACE WATER DURING STORMS. MANHOLE RIMS ARE TO BE WATER TIGHTIN AREAS SUBJECT TO POSSIBLE FLOODING CONDITIONS.4. ALL BUILDING LATERALS TO BE INSTALLED BY PLUMBERS, LICENSED IN THE TOWN OFYORKTOWN ACCORDING TO THE REQUIREMENTS OF THE TOWN OF YORKTOWN.5. SANITARY SEWER CONSTRUCTION SHALL MEET ALL SEWER CONSTRUCTION SPECIFICATIONSFOR THE TOWN OF YORKTOWN.6. THE TOWN ENGINEER SHALL BE NOTIFIED 48 HOURS PRIOR TO THE START OF ANY WORK.7. A CODE 53 SHALL BE CALLED BEFORE THE START OF ANY EXCAVATION WORK.8. A STREET OPENING PERMIT SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO ANY WORKBEING STARTED IN PUBLIC ROADS.9. ALL SEWERS SHALL BE LAID AT LEAST 10 FT HORIZONTALLY FROM ANY EXISTING ORPROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. IN CASESWHERE IT IS IMPRACTICAL TO MAINTAIN A 10 FOOT SEPARATION, THE WESTCHESTERCOUNTY DEPARTMENT OF HEALTH MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS, IFSUPPORTED BY DATA FROM THE DESIGN ENGINEER.10.MANHOLE STEPS SHALL BE CAST IRON NEENAH NO. R-1981-0 OR CAMPBELL FOUNDRY NO.2588-1 OR POLYPROPYLENE COATED STEEL (SEE SPECIFICATIONS) OR APPROVED EQUAL.11.UNLESS OTHERWISE SPECIFIED, SANITARY SEWER MANHOLES SHALL HAVE THE LETTERS"SEWER" CAST ON THE COVER.12.MANHOLE COVERS AND STRUCTURES SHALL MEET OR EXCEED A.S.T.M. AND O.S.H.A.REQUIREMENTS AND MUST BE RATED FOR H-20 LOADING. MANHOLES MUST BE MIN. 48"DIAMETER.13.ALL SANITARY STRUCTURES SHALL RECEIVE 2 MIL COATS OF BITUMINOUS MATERIAL"INERTOL NO. 49" KOPPERS SUPPER SERVICE BLACK OR APPROVED EQUAL, APPLIED INACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS.14.0-RING JOINTS TO CONFORM TO A.S.T.M. DESIGNATION C-443 LATEST REVISION. JOINTS TO BEMORTARED INSIDE AND OUT USING NON-SHRINKING MORTAR.15.PRE-CAST MANHOLE SECTIONS TO BE IN ACCORDANCE WITH "PRE-CAST REINFORCEDCONCRETE MANHOLE SECTIONS" A.S.T.M. DESIGNATION C-478, LATEST REVISION, MINIMUMCOMPRESSIVE STRENGTH TO BE 4000 P.S.I. 22. WHERE SEWER MAIN IS TO BE INSTALLED 10'DEEP OR GREATER, PVC SDR-26 SHALL BE USED.16.WHEN SEWER IS TO BE INSTALLED IN FILL MATERIAL, THE SUPPORTING FILL IS TO BECOMPACTED TO MINIMUM STANDARD PROCTOR DENSITY OF 95%, AND SHALL BE CERTIFIEDTO THE TOWN.17.WATER MAINS CROSSING HOUSE SEWERS, STORM SEWERS OR SANITARY SEWERS SHALL BELAID TO PROVIDE A VERTICAL SEPARATION OF A MINIMUM OF 18" BETWEEN THE BOTTOM OFWATER MAIN AND TOP OF SEWER. IN ADDITION, ADEQUATE STRUCTURAL SUPPORT SHALL BEPROVIDED FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF THE JOINTS AND THESEWER SETTLING AND BREAKING THE WATER MAIN. IN ADDITION THE LENGTH OF WATERPIPE IS TO BE CENTERED AT THE POINT OF CROSSING SO THAT THE JOINTS WILL BEEQUIDISTANT AND AS FAR AS POSSIBLE FROM THE SEWER. NO WATER MAIN SHALL PASSTHROUGH OR COME IN CONTACT WITH ANY PART OF A SEWER OR SEWER MANHOLE.18.MANHOLES AND SANITARY SEWER LINES SHALL BE TESTED TO CONFORM WITHWESTCHESTER COUNTY DEPARTMENT OF HEALTH RULES AND REGULATIONS AND AS PERSANITARY SEWER TESTING NOTES BELOW.19.THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH SHALL BE PROVIDED A 48 HOURNOTICE PRIOR TO THE TESTING OF THE INSTALLED UTILITIES TO ALLOW WITNESSING OFTESTING BY THE DEPARTMENT.20.ALL INSTALLATIONS AND TESTING SHALL BE IN ACCORDANCE WITH ASTM STANDARDS F-1417,C-1244 AND THE TEN STATES STANDARDS, LATEST VERSION.21.NYCDEP TO BE NOTIFIED PRIOR TO PUTTING SEWER CONNECTIONS IN PLACE.SANITARY SEWER TESTINGPROCEDURE AND METHOD OF TESTING - THE TEST LENGTH INTERVALS AND TYPE OF LEAKAGETEST SHALL BE APPROVED BY THE OWNER'S FIELD REPRESENTATIVE AND SITE ENGINEER. INTHE CASE OF SEWERS LAID ON STEEP GRADES, THE LENGTH OF LINE TO BE TESTED BYEXFILTRATION AT ANY ONE TIME MAY BE LIMITED BY THE MAXIMUM ALLOWABLE INTERNALPRESSURE ON THE PIPE AND JOINTS AT THE LOWER END OF THE LINE. THE WCHD SHALL BENOTIFIED 48 HRS IN ADVANCE SO THEY MAY WITHNESS THE TESTING DEPENDING ON FIELDCONDITIONS AND/OR DESIRE OF THE CONTRACTOR, THE FOLLOWING TESTS FOR LEAKAGE MAYBE EMPLOYED:1. HYDROSTATIC TEST THE TEST PERIOD, WHEREIN THE MEASUREMENTS ARE TAKEN SHALL NOT BE LESS THAN FOUR (4) HOURS IN EITHER TYPE OF TEST. THE TOTAL LEAKAGE OF ANY SECTION TESTED SHALL NOT EXCEED THE RATE OF 100 GALLONS PER MILE OF PIPE PER 24 HOURS PER INCH OF NOMINAL PIPE DIAMETER. FOR PURPOSES OF DETERMINING THE MAXIMUM ALLOWABLE LEAKAGE, MANHOLES SHALL BE CONSIDERED AS SECTIONS OF PIPE AND SHALL BE TESTED AT A LEVEL ABOVE THE HIGHEST JOINT PRIOR TO THE CONCRETE/RIM CONNECTION.(I) INFILTRATION TEST - THIS TEST MAY BE USED ONLY WHEN GROUND WATER LEVELS ARE AT LEAST TWO (2) FEET ABOVE THE TOP OF THE PIPE FOR THE ENTIRE LENGTH OF THE SECTION TO BE TESTED DURING THE ENTIRE PERIOD OF THE TEST. GROUND WATER LEVELS MAY BE MEASURED IN AN OPEN TRENCH OR IN STANDPIPES PREVIOUSLY PLACED IN BACKFILLED TRENCHES DURING THE BACKFILLING OPERATIONS. WHEN STANDPIPES ARE INSTALLED IN THE BACKFILL FOR GROUND WATER MEASUREMENT, THE LOWER ENDS OF THESE SHALL BE SATISFACTORILY EMBEDDED IN A MASS OF CRUSHED STONE OR GRAVEL TO MAINTAIN FREE PERCOLATION AND DRAINAGE. INFILTRATION THROUGH JOINTS SHALL BE MEASURED BY USING A WATERTIGHT WEIR OR ANY OTHER APPROVED DEVICE FOR VOLUMETRIC MEASUREMENT INSTALLED AT THE LOWER END OF THE SECTION UNDER TEST.(II) EXFILTRATION TEST - THIS TEST CONSISTS OF FILLING THE PIPE WITH WATER TO PROVIDE A HEAD OF AT LEAST TWO (2) FEET ABOVE THE TOP OF THE PIPE OR TWO (2) FEET ABOVE GROUND WATER, WHICHEVER IS HIGHER, AT THE HIGHEST POINT OF THE PIPE LINE UNDER TEST, AND THEN MEASURING THE LOSS OF WATER FROM THE LINE BY THE AMOUNT WHICH MUST BE ADDED TO MAINTAIN THE ORIGINAL LEVEL. IN THIS TEST THE LINE MUST REMAIN FILLED WITH WATER FOR AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO THE TAKING OF MEASUREMENTS. EXFILTRATION SHALL BE MEASURED BY THE DROP OF WATER LEVEL IN A CLOSED-END STANDPIPE OR IN ONE OF THE SEWER MANHOLES AVAILABLE FOR CONVENIENT MEASURING.WHEN A STANDPIPE AND PLUG ARRANGEMENT IS USED IN THE UPPER MANHOLE OFA LINE UNDER TEST, THERE MUST BE SOME POSITIVE METHOD OF RELEASINGENTRAPPED AIR IN THE SEWER PRIOR TO TAKING MEASUREMENTS.2. VACUUM TESTING OF MANHOLES - TESTED AS PER ASTM STANDARD - C-1244 THIS TEST METHOD IS ONLY APPLICABLE TO PRECAST CONCRETE MANHOLES. ALL LIFTING HOLES AND EXTERIOR JOINTS SHALL BE FILLED AND POINTED WITH AN APPROVED NON-SHRINKING MORTAR. NO STANDING WATER SHALL BE ALLOWED IN THE MANHOLE EXCAVATION WHICH MAY AFFECT THE ACCURACY OF THE TEST. ALL PIPES AND OTHER OPENINGS INTO THE MANHOLE SHALL BE SUITABLY PLUGGED IN SUCH A MANNER AS TO PREVENT DISPLACEMENT OF THE PLUGS WHILE THE VACUUM IS DRAWN. INSTALLATION AND OPERATION OF THE VACUUM EQUIPMENT AND INDICATING DEVICES SHALL BE IN ACCORDANCE WITH EQUIPMENT SPECIFICATIONS AND INSTRUCTIONS PROVIDED BY THE MANUFACTURER.THE TEST HEAD MAY BE PLACED IN THE CONE SECTION OF THE MANHOLE. THERIM-CONE JOINT IS NOT USUALLY TESTED. A VACUUM OF 10 INCHES OF MERCURYSHALL BE DRAWN. THE TIME FOR THE VACUUM TO DROP TO 9 INCHES OF MERCURY SHALLBE RECORDED. ACCEPTANCE FOR 4 FT. DIAMETER MANHOLES SHALL BE DEFINED ASWHEN THE TIME TO DROP TO 9 INCHES OF MERCURY MEETS OR EXCEEDS THE FOLLOWING: FOR MANHOLES 5 FT. IN DIAMETER, ADD AN ADDITIONAL 15 SECONDS; FOR MANHOLES 6 FT. IN DIAMETER, ADD AN ADDITIONAL 30 SECONDS TO THE TIME REQUIREMENTS FOR FOUR FOOT DIAMETER MANHOLES.3. LOW-PRESSURE AIR TEST OF PIPE LINES - TESTED PER ASTM STANDARD F-1417 PLUG ALL OPENINGS IN THE TEST SECTION. ADD AIR UNTIL THE INTERNAL PRESSURE OF THE LINE IS RAISED TO APPROXIMATELY 4.0 PSI. AFTER THIS PRESSURE IS REACHED, ALLOW THE PRESSURE TO STABILIZE. THE PRESSURE WILL NORMALLY DROP AS THE AIR TEMPERATURE STABILIZES. THIS USUALLY TAKES 2 TO 5 MIN. DEPENDING ON THE PIPE SIZE. THE PRESSURE MAY BE REDUCED TO 3.5 PSI BEFORE STARTING THE TEST.WHEN THE PRESSURE HAS STABILIZED AND IS AT OR ABOVE THE STARTING TEST PRESSURE OF3.5 PSI, START THE TEST. IF THE PRESSURE DROPS MORE THAN 1.0 PSI DURING THE TEST TIME,THE LINE IS PRESUMED TO HAVE FAILED THE TEST. IF A 1.0-PSI DROP DOES NOT OCCUR WITHINTHE TEST TIME, THE LINE HAS PASSED THE TEST.TEST TIMES ARE FOR A 1.0 PSI PRESSURE DROP FROM 3.5 TO 2.5 PSI. IF THE SECTION OF LINETO BE TESTED INCLUDES MORE THAN ONE PIPE SIZE, CALCULATE THE TEST TIME FOR EACHSIZE AND ADD THE TEST TIMES TO ARRIVE AT THE TOTAL TEST TIME FOR THE SECTION.MINIMUM TEST TIMES FOR VARIOUS PIPE SIZES IN INCHES ARE AS FOLLOWS: SIZE TIME(INCHES) (MIN./100 FT.) UP TO 8 1.2 10 1.5 12 1.8NO PIPE SHALL EXCEED A DEFLECTION OF 5 PERCENT. IF DEFLECTION EXCEEDS 5 PERCENT, THE PIPE SHALL BEEXCAVATED. REPLACEMENT OR CORRECTION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH REQUIREMENTSIN THE APPROVED SPECIFICATIONS.THE RIGID BALL OR MANDREL USED FOR THE DEFLECTION TEST SHALL HAVE A DIAMETER NOT LESS THAN 95PERCENT OF THE BASE INSIDE DIAMETER OR AVERAGE INSIDE DIAMETER OF THE PIPE DEPENDING ON WHICH ISSPECIFIED IN THE ASTM SPECIFICATION, INCLUDING THE APPENDIX, TO WHICH THE PIPE IS MANUFACTURED. THETEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES.IN ACCORDANCE WITH THE TEN STATES "RECOMMENDED STANDARDS FOR WASTEWATER FACILITIES - SECTION33.85"-LATEST EDITION. A. DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE. THE TEST SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS TO PERMIT STABILIZATION OF THE SOIL-PIPE SYSTEM.4. DEFLECTION TESTING OF PIPES-WCHD NOTES:1. UPON COMPLETION AND PRIOR USE, TWO SETS OF AS-BUILT PLANS MUST BESUBMITTED ALONG WITH P.E. CERTIFICATION OF CONSTRUCTION AND ACCEPTABLERESULTS OF AIR OR WATER TESTING OF SEWER AND MANHOLES.2. WCHD MUST NE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANY LEAKAGE TEST. NOTES Sheet Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - DATE: SCALE: DRAWN BY: No. Revisions: Date Comments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.COPYRIGHT © 2025 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVED PROJECT # PREPARED FOR MJM LAND DEVELOPMENT CORP. SITE PLAN 3232 Gomer Street Westchester County, NYTown of Yorktown 05/28/25 AKM 22-01 F:\2022\22-01 MJM SUBDIVISION- GOMER ST, YORKTOWN\ENGINEERING\CAD\C3D-22-01 JOHN GERBINO - MJM SUBD 3232 GOMER ST\DWG\22-01 MJM DETAILS.DWG 1/16/2017 3:19:52 PM 1.10/8/2025 Submission To Planning Board 2.11/17/2025 Submission To Planning Board SILT FENCE DETAILNOT TO SCALEE-1WOOD OR METAL DRIVEPOSTS AT 8'-0" O.C. MAX.ATTACH SILT FABRIC ONUPHILL SIDE OF POSTS ANDBACKFILL OVER FABRICPROPEX SILT STOP FABRICOR APPROVED EQUALSOIL TO BE RETAINEDDIG 6"X6" TRENCH INSTALLFABRIC AND BACKFILLNATIVE SOILEXISTING AREA TO BEPROTECTEDSECTIONFLOWWOODEN FENCE POST4 FT. LENGTHSUPPORT NETFILTER FABRICANCHOR FABRIC 6" BELOWEXISTING CHANNEL WHENCROSSING STREAMCHANNEL3'-0" MIN.1'-0" MIN.ELEVATIONPLAN VIEW: JOINING SECTIONSPOSTS FASTENED TOGETHERNOTES:1.Filter cloth to be fastened securely to post: steel either t or u type or 2" hardwood posts at top and mid section.2.When two sections of filter cloth adjoin each other they shall be overlapped by 6 inches and folded. Filter cloth shall be mirafi100x, stabilinka t140n or approved equal3.Maintenance shall be performed as needed and material removed when "bulges" develop in the silt fence.4.Excavate 4 inch trench along the lower perimeter of the site.5.Unroll a section at a time and position the post against the back (downstream) wall of the trench (net side away from direction offlow).6.Drive the post into the ground until the netting is approximately 2 inches from the trench bottom.7.Lay the toe-in flap of fabric onto the undisturbed bottom of the trench, backfill the trench and tamp the soil. Steeper slopes requirean intercept trench.8.Join sections as shown above.SYMBOLSOIL STOCKPILE DETAILNOT TO SCALEE-3NOTES:1.Area chosen for stockpiling operations shall be dry and stable.2.Maximum slope of stockpile shall be 1:2.3.Upon completion of soil stockpiling, each pile shall be surrounded with either silt fencing or strawbales, then stabilizedwith vegetation or covered.4.See detail for installation of silt fence.STRAWBALES OR SILT FENCEMIN. SLOPEMIN. SLOPESLOPE OR LESSSTABILIZE ENTIRE PILE WITHVEGETATION OR COVERSYMBOL21SSSTABILIZED CONSTRUCTION ENTRANCE DETAILNOT TO SCALEE-2EXISTING GRADECOMPACTED SUBGRADEFILTER CLOTHSECTION A-A3" CLEAN STONEMOUNTABLE BERM(OPTIONAL SEENOTE 5)10'-0" MINIMUMWIDTH6" MIN.EXISTING PAVEMENT10'-0"30'-0" MINIMUMEXISTINGPAVEMENT10'-0"12'-0" MINIMUM10'-0"MINIMUMSTART AT EXIST.PAVEMENTPLANINSTALLATION NOTES:1.Stone size - use 3" min. Stone, or reclaimed or recycled concrete equivalent.2.Length - as required, but not less than 50 feet (except on a single residence lot where a 30 footminimum length would apply.3.Thickness - not less than six (6) inches.4.Width - 10 foot minimum, but not less than the full width at points where ingress or egress occur. 24 ftif single entrance to site.5.Surface water - all surface water flowing or diverted toward construction entrances shall be pipedacross the entrance. If piping is impractical, a mountable berm with 5:1 slopes will be permitted.6.Maintenance - the entrance shall be maintained in a condition which will prevent tracking or flowing ofsediment onto public right of way this may require periodic top dressing with additional stone asconditions demand and repair and/or cleanouts of any measures used to trap sediment. All sedimentspilled, dropped, washed or tracked onto public right of way must be removed immediately.7.Washing - wheels shall be cleaned to remove sediment prior to entrance onto public right of way.When washing is required, it shall be done on an area stabilized with stone and which drains into anapproved sediment trapping device.8.Periodic inspection and needed maintenance shall be provided after each rainAAMAINTENANCE SCHEDULE:GENERAL EROSION CONTROL NOTES:1.Contractor shall be responsible for compliance with all sediment and erosion control practices. The sediment and erosion control practices are to beinstalled prior to any major soil disturbances, and maintained until permanent protection is established. Road surface flows from the site should bedissipated with tracking pad or appropriate measures during adjacent road shoulder regrading. Contractor is responsible for the installation andmaintenance of all soil erosion and sedimentation control devices throughout the course of construction.2.Catch basin inlet protection must be installed and operating at all times until tributary areas have been stabilized. When possible flows should bestabilized before reaching inlet protection structure. Timely maintenance of sediment control structures is the responsibility of the Contractor.3.All structures shall be maintained in good working order at all times. The sediment level in all sediment traps shall be closely monitored and sedimentremoved promptly when maximum levels are reached or as ordered by the engineer. All sediment control structures shall be inspected on a regularbasis, and after each heavy rain to insure proper operation as designed. An inspection schedule shall be set forth prior to the start of construction.4.The locations and the installation times of the sediment capturing standards shall be as specified in these plans, as ordered by the Engineer, and inaccordance with the latest edition of the "New York Standards and Specifications for Erosion and Sediment Control" (NYSSESC).5.All topsoil shall be placed in a stabilized stockpile for reuse on the site. All stockpile material required for final grading and stored on site shall betemporarily seeded and mulched within 7 days. Refer to soil stockpile details.6.Any disturbed areas that will be left exposed more than 7 days and not subject to construction traffic, shall immediately receive temporary seeding.Mulch shall be used if the season prevents the establishment of a temporary cover. Disturbed areas shall not be limed and fertilized prior to temporaryseeding.7.All disturbed areas within 500 feet of an inhabited dwelling shall be wetted as necessary to provide dust control.8.The contractor shall keep the roadways within the project clear of soil and debris and is responsible for any street cleaning necessary during thecourse of the project.9.Sediment and erosion control structures shall be removed and the area stabilized when the drainage area has been properly stabilized by permanentmeasures.10.All sediment and erosion control measures shall be installed in accordance with current edition of NYSSESC.11.All regraded areas must be stabilized appropriately prior to any rock blasting, cutting, and/or filling of soils. Special care should be taken duringconstruction to insure stability during maintenance and integrity of control structures.12.Any slopes graded at 3:1 or greater shall be stabilized with erosion blankets to be staked into place in accordance with the manufacturesrequirements. Erosion blankets may also be required at the discretion of Town officials or Project Engineer. When stabilized blanket is utilized forchannel stabilization, place all of the volume of seed mix prior to laying net, or as recommended by the manufacturer.13.To prevent heavy construction equipment and trucks from tracking soil off-site, construct a pervious crushed stone pad. Locate and construct padsas detailed in these plans.14.Contractor is responsible for controlling dust by sprinkling exposed soil areas periodically with water as required. Contractor to supply all equipmentand water.15.Contractor shall be responsible for construction inspections as per NYSDEC GP-0-020-001 and Town of Yorktown Code.MAINTENANCE OF TEMPORARY EROSION AND SEDIMENT CONTROL STRUCTURES:N.Y.S.D.E.C. GP-0-15-002 EXPOSURE RESTRICTIONS - States that any exposed earthwork shall be stabilized in accordance with the guidelines of thisplan.1.Trees and vegetation shall be protected at all times as shown on the detail drawing and as directed by the Engineer.2.Care should be taken so as not to channel concentrated runoff through the areas of construction activity on the site.3.Fill and site disturbances should not be created which causes water to pond off site or on adjacent properties.4.Runoff from land disturbances shall not be discharged or have the potential to discharge off site without first being intercepted by a control structure,such as a sediment trap or silt fence. Sediment shall be removed before exceeding 50% of the retention structure's capacity.5.For finished grading, adequate grade shall be provided so that water will not pond on lawns for more than 24 hours after rainfall, except in swale flowareas which may drain for as long as 48 hours after rainfall.6.All swales and other areas of concentrated flow shall be properly stabilized with temporary control measures to prevent erosion and sediment travel.Surface flows over cut and fill areas shall be stabilized at all times.7.All sites shall be stabilized with erosion control materials within 7 days of final grading.8.Temporary sediment trapping devices shall be removed from the site within 30 days of final stabilization.MAINTENANCE OF PERMANENT CONTROL STRUCTURES DURINGCONSTRUCTION:The stormwater management system and outlet structure shall be inspected on a regular basis and after every rainfall event. Sedimentbuild up shall be removed from the inlet protection regularly to insure detention capacity and proper drainage. Outlet structure shall befree of obstructions. All piping and drain inlets shall be free of obstruction. Any sediment build up shall be removed.MAINTENANCE OF CONTROLS AFTER CONSTRUCTION:Controls (including respective outlet structures) should be inspected periodically for the first few months after construction and on anannual basis thereafter. They should also be inspected after major storm events.DEBRIS AND LITTER REMOVAL:Twice a year, inspect outlet structure and drain inlets for accumulated debris. Also, remove any accumulations during each mowingoperation.STRUCTURAL REPAIR/REPLACEMENT:Outlet structure must be inspected twice a year for evidence of structural damage and repaired immediately.EROSION CONTROL:Unstable areas tributary to the basin shall immediately be stabilized with vegetation or other appropriate erosion control measures.SEDIMENT REMOVAL:Sediment should be removed after it has reached a maximum depth of five inches above the stormwater management system floor.TOPSOIL:Existing topsoil will be removed and stored in piles sufficiently as to avoid mixing with other excavation.Stockpiles shall be surrounded by erosion control as outlined on these plans. The furnishing of new topsoilshall be of a better or equal to the following criteria (SS713.01 NYSDOT):1.The pH of the material shall be 5.5 to 7.6.2.The organic content shall not be less than 2% or more than 70%.3.Gradation: SIEVE SIZE % PASSING BY WGT.2 INCH 1001 INCH85 TO 1001/4 INCH 65 TO 100NO. 200 MESH20 TO 80PERMANENT VEGETATIVE COVER:1.Site preparation:1.1.Install erosion control measures.1.2.Scarify compacted soil areas.1.3.Lime as required to ph 6.5.1.4.Fertilize with 10-6-4 4 lbs/1,000 S.F.1.5.Incorporate amendments into soil with disc harrow.2.Seed mixtures for use on swales and cut and fill areas.MIXTURE LBS./ACREALT. AKENTUCKY BLUE GRASS20CREEPING RED FESCUE 28RYE GRASS OR REDTOP 5ALT. BCREEPING RED FESCUE 20REDTOP 2TALL FESCUE/SMOOTH BLOOMGRASS203.SEEDING3.1.Prepare seed bed by raking to remove stones, twigs, roots and other foreign material.3.2.Apply soil amendments and integrate into soil.3.3.Apply seed uniformly by cyclone seeder culti-packer or hydro-seeder at rate indicated.3.4.Stabilize seeded areas in drainage swales.3.5.Irrigate to fully saturate soil layer, but not to dislodge planting soil.3.6.Seed between April 1st and May 15th or August 15th and October 15th.3.7.Seeding may occur May 15th and August 15th if adequate irrigation is provided.TEMPORARY VEGETATIVE COVER:SITE PREPARATION:1.Install erosion control measures.2.Scarify areas of compacted soil.3.Fertilize with 10-10-10 at 400/acre.4.Lime as required to ph 6.5.SEED SPECIES:MIXTURE LBS./ACRERapidly germinating annual ryegrass 20(or approved equal)Perennial ryegrass 20Cereal oats 36SEEDING:Same as permanent vegetative coverOWNER/OPERATOR CERTIFICATION"I hereby certify under penalty of law that I understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified inspector during asite inspection. I also understand that the owner or operator must comply with the terms and conditions of the most current version of the New York State Pollutant Discharge Elimination System ("SPDES") generalpermit for stormwater discharges from construction activities and that it is unlawful for any person to cause or contribute to a violation of water quality standards. Furthermore, I am aware that there are significantpenalties for submitting false information, that I do not believe to be true, including the possibility of fine and imprisonment for knowing violations"Name (please print) _____________________________________________________Title _______________________________________________________________Date_______________________________________________________________Address _____________________________________________________________Phone _______________________________________________________________E-mail _______________________________________________________________Signature _____________________________________________________________Name of Trained Individual _______________________________________________CONTRACTOR CERTIFICATIONContractor Certification Statement - All contractors and subcontractors identified in a SWPPP in accordance with Part III.A.6 (SPDES General Permit for Stormwater Runoff from Construction Activity, GP-0-20-001, January2020) of this permit shall sign a copy of the following certification statement before undertaking any construction activity at the site identified in the SWPPP:“I hereby certify that I understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified inspector during a siteinspection. I also understand that the Owner or Operator must comply with the terms and conditions of the New York State Pollutant Discharge Elimination System (“SPDES”) general permit for stormwaterdischarges from construction activities and that it is unlawful for any person to cause or contribute to a violation of water quality standards. Furthermore, I understand that certifying false, incorrect orinaccurate information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings.”Individual Contractor:Name and Title (please print)________________________________________Signature of Contractor________________________________________Name of Trained Individual ________________________________________Construction SequenceRECOMMENDED SEQUENCE OF CONSTRUCTIONUSE OF EROSION AND SEDIMENT CONTROL STRUCTURES AND PRACTICES ARE IMPORTANT FOR MAINTAINING SITE STABILITY UNDER RUNOFF AND DURING DAILY CONSTRUCTIONACTIVITIES. THE CONSTRUCTION SEQUENCE SHOULD BE STAGED WITH EROSION AND SEDIMENT CONTROLS, AS FOLLOWS, WITH ALL CONTROLS IN PLACE AND IMPLEMENTED PRIOR TORESPECTIVE INFRASTRUCTURE CONSTRUCTION. AS CONSTRUCTION PROCEEDS, THE CONTROLS SHOULD BE MONITORED, MAINTAINED AND REPLACED AS NEEDED. ADDITIONALCONTROLS MAY BE REQUIRED AS NEEDED TO ADDRESS UNFORESEEN SITUATIONS.REFER TO THE CONSTRUCTION DRAWINGS FOR ALL PLANS AND DETAILS WHICH RELATE TO THE CONSTRUCTION SEQUENCE. THIS SEQUENCE SHOULD BE FOLLOWED INCONJUNCTION WITH ALL PLANS, NOTES, AND THE STORMWATER POLLUTION PREVENTION PLAN. PRIOR TO THE COMMENCEMENT OF WORK, THE OWNER AND GENERAL CONTRACTORSHALL READ AND UNDERSTAND THE SEQUENCE FOR CONSTRUCTION. THE SEQUENCE SHALL BE DISCUSSED AT THE TIME OF THE PRE-CONSTRUCTION MEETING.DURING CONSTRUCTION OF THE PROJECT, THE CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL REQUIRED INSPECTIONS WITH VARIOUS AGENCIES AND THE PROJECTENGINEER.GENERAL SEQUENCE: THE GENERAL SEQUENCE APPLIES TO THE START OF ALL WORK FOR THE PROJECT. THE REQUIREMENTS IN SUCH SHALL BE APPLIED AS APPROPRIATE ANDSHALL BE ASSUMED IN PLACE PRIOR TO THE START OF THE WORK OUTLINED IN THE SEQUENCE.1.PRIOR TO THE BEGINNING OF ANY SITE WORK THE MAJOR FEATURES OF THE CONSTRUCTION MUST BE FIELD STAKED BY A LICENSED SURVEYOR. THESE INCLUDE THE BUILDING,LIMITS OF DISTURBANCE, UTILITY LINES, AND STORMWATER PRACTICES.2.PRIOR TO THE START OF THE PROJECT, AN ON-SITE PRE-CONSTRUCTION MEETING WILL BE HELD. THIS WILL BE ATTENDED BY THE PROJECT OWNER, THE OPERATOR RESPONSIBLEFOR COMPLYING WITH THE APPROVED CONSTRUCTION DRAWINGS INCLUDING THE EROSION AND SEDIMENT CONTROL (E&SC) PLAN AND DETAILS, THE DESIGN ENGINEER, THEENGINEER RESPONSIBLE FOR E&SC MONITORING DURING CONSTRUCTION, TOWN REPRESENTATIVES FROM THE ENGINEERING DEPARTMENT AND CODE ENFORCEMENT, ANDREPRESENTATIVES FROM THE NYC DEP. THE DEP SHALL BE NOTIFIED 48HRS PRIOR TO THE PRECONSTRUCTION MEETING.3.CUT AND CLEAR TREES WITHIN THE WORK LIMITS AS NECESSARY FOR THE AREAS TO BE DISTURBED. INSTALL TREE PROTECTIVE MEASURE AT MARKED LOCATIONS ON E&SC PLAN.4.INSTALL ALL TEMPORARY EROSION CONTROL MEASURES AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN FOR THE PROJECT'S IMMEDIATE DISTURBANCE AREAS. THISSHALL INCLUDE, BUT NOT LIMITED TO SILT FENCE, STABILIZED CONSTRUCTION ENTRANCES, CONSTRUCTION FENCE, ETC. INSTALL THE SEDIMENT TRAPS IN THE LOCATION SHOWNON THE PLANS. THIS SEQUENCE MUST BE FOLLOWED TO INSURE PROPER IMPLEMENTATION OF THE EROSION AND SEDIMENT CONTROL PLAN (E&SC) AND STORMWATER POLLUTIONPREVENTION PLAN (SWPPP). CORDON OFF STORMWATER PRACTICES AS SHOWN ON THE E&SC PLAN TO PREVENT COMPACTION OF UNDERLYING SOILS. DURING CONSTRUCTION,RUNOFF WILL SHEET FLOW ACROSS THE SITE TO THE PERIMETER WHERE IT WILL BE PASS THROUGH SILT FENCING.5.TIMBERED TREES AND WOODCHIPS SHALL BE TEMPORARILY STORED IN THE STOCKPILE AND/OR STAGING AREA IF NECESSARY, BEFORE BEING REMOVED OFF-SITE. WOODCHIPSMAY BE USED FOR MULCH TO STABILIZE DISTURBED AREAS. WOODCHIP MULCH SHALL BE APPLIED AT A MINIMUM RATE OF 500 LBS. PER 1000 SF (2” THICK MINIMUM).6.REMOVE EXISTING VEGETATIVE COVER, CUT AND CLEAR TREES, GRUB, REMOVE STUMPS AND OTHER SURFACE FEATURES IN THE LIMIT OF CONSTRUCTION ONLY. ANY DISTURBANCETHAT RESULTS FROM TREE CLEARING AND GRUBBING SHALL BE IMMEDIATELY STABILIZED WITH WOODCHIPS MULCH, HYDRO-MULCH, OR STRAW AND SEED. TIMBERED TREES,WOOD CHIPS, AND STUMPS SHALL BE REMOVED OFF-SITE UNLESS OTHERWISE DIRECTED. AS STATED, WOODCHIPS MAY BE STOCKPILED FOR USE AS STABILIZING GROUND COVER.DEMOLISH AND/OR REMOVE EXISTING FEATURES, I.E.: FENCE, CONCRETE SLAB, ASPHALT ETC., AND DISPOSE OF OR STOCKPILE AS REQUIRED BY THE OWNER. ALL CONSTRUCTIONDEBRIS SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS.THE FOLLOWING IS THE GENERAL ORDER FOR CONSTRUCTION OF THE PROJECT AND MAY BE MODIFIED AFTER APPROVED BY THE SUPERVISING ENGINEER. THIS IS MEANT TOMINIMIZE THE AMOUNT OF OPEN DISTURBANCE. UNDER NO CIRCUMSTANCES SHALL MORE THAN FIVE (5) ACRES OR GREATER BE DISTURBED DURING THE SAME PERIOD OF TIME. INTHE EVENT GREATER DISTURBANCE IS NECESSARY OUTSIDE OF THE LIMIT OF DISTURBANCE SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN, THE CONTRACTOR SHALLCOORDINATE WITH THE ENGINEER OF RECORD, AND MUNICIPALITY FOR AN ON-SITE MEETING TO DISCUSS THE ALTERNATIVE APPROACH TO THE CONSTRUCTION.ROADWAY CONSTRUCTION1.THE SURVEYOR SHALL STAKE-OUT THE PROPOSED DRIVEWAY CENTERLINES, LIMITS OF CUT AND BUILDINGS.2.IMPLEMENT THE GENERAL SEQUENCE NOTES 1 THROUGH 6 WHERE APPLICABLE PRIOR TO CONTINUING.3.ONCE THE TREE REMOVAL OPERATION IS COMPLETE, STRIP THE TOPSOIL WITHIN THE WORK BOUNDARY AND PLACE EXCAVATED TOPSOIL WITHIN THE IDENTIFIED STOCKPILELOCATIONS. ANY SOILS SO DEEMED BY THE DESIGN OR MONITORING ENGINEER SHALL BE STOCKPILED FOR FUTURE USE AS LANDSCAPED AREA TOPSOIL. CONTRACTOR SHALL TAKEEVERY PRECAUTION FEASIBLE TO REDUCE THE AMOUNT OF DISTURBED/EXPOSED SOILS DURING CONSTRUCTION.4.SOIL STABILIZATION MUST OCCUR BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED WITHIN SEVEN (7) DAYS FROM COMPLETION OF SOIL DISTURBANCE ACTIVITY PERGP-025-001. AREA TO BE STABILIZED WITH WOODCHIPS, HYDRO-MULCH, OR STRAW AND SEED.5.PRIOR TO STARTING THE WORK INSTALL ALL EROSION AND SEDIMENT CONTROLS INCLUDING THE INSTALLATION OF THE STABILIZED CONSTRUCTION ENTRANCE AT THE EXISTINGROADWAY ENTRANCE OFF GOMER AND CORDIAL THE CONSTRUCTION ENTRANCE SHOWN AT THE PROPOSED MAIN ENTRANCE SHALL BE INSTALLED. THE CONSTRUCTION ENTRANCESHALL REMAIN AT THIS LOCATION UNTIL THE PAVED ENTRANCE IS INSTALLED.6.BEGIN THE SITE GRADING AND EXCAVATION FOR THE ROADWAY. BRING TO SUB-GRADE.7.STAKE-OUT THE LOCATION OF THE UTILITIES AND UTILITY STRUCTURES. INSTALL DRAINAGE INFRASTRUCTURE INCLUDING CATCH BASINS, PIPING, AND LEVEL SPREADER. EXISTINGSEPTIC FIELDS TO BE REMOVED ONLY IN AREAS WITHIN THE LIMITS OF DISTURBANCE AND IN ACCORDANCE WITH WCDOH STANDARDS. BEGIN CONSTRUCTION OF INFILTRATION ANDDETENTION BASIN. THE INFILTRATION BASIN SHALL BE CONSTRUCTED FROM THE OUTSIDE TO THE GREATEST EXTENT POSSIBLE TO AVOID COMPACTION OF THE EXISTING SOILS INTHE INVERT. CREATE BOULDER WALL USING BEDROCK FOUND ON SITE. INSTALL OUTLET PIPES AND RIP-RAP VELOCITY DISSIPATER.8.WHEN THE INFILTRATION BASIN IS INSTALLED, THE UPSTREAM DRAINAGE STRUCTURES SHALL BE BLOCKED SO AS TO NOT ALLOW SEDIMENT LADEN WATER FROM REACHING THEPRACTICE.9.BACKFILL UTILITY TRENCHES AS INSTALLATION IS COMPLETE AND STABILIZE THE AREA. IF TRENCHES ARE TO BE LEFT OPEN, PLACE EXCAVATED MATERIAL ON THE UP-SLOPE SIDESOF THE TRENCH AND PROTECT AND STABILIZE IF IT IS TO REMAIN OPEN FOR AN EXTENDED PERIOD OF SEVEN (7) DAYS OR MORE.10.INSTALL SUB-BASE COURSE MATERIAL FOR ROADWAY.11.STAKE OUT AND INSTALL CURBING AS PER PLAN. ONCE CURBING IS COMPLETED AROUND CATCH BASINS, RE-INSTALL INLET PROTECTION WITHIN CATCH BASINS. WHEN CURBING ISCOMPLETE, BACKFILL WITH TOPSOIL. AREAS THAT ARE FILLED WITH TOPSOIL ARE TO BE RAKED, SEEDED, AND HAY MULCHED.12.UPON COMPLETION OF THE MAJORITY OF THE INFRASTRUCTURE, INSTALL PAVEMENT BASE AND BINDER COURSE TO THE THICKNESS AND ELEVATION AS PER THE CONSTRUCTIONPLANS.NOTE: NO STORMWATER IS PERMITTED TO ENTER THE INFILTRATION SYSTEM FROM THE UPSTREAM CONVEYANCE SYSTEM AND SHALL BE BLOCKED UNTIL THE COMPLETION ANDSTABILIZATION OF ALL AREAS TRIBUTARY TO THE BASIN. AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION WHEN IT HAS A MINIMUM UNIFORM 80%PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACECHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND OTHER MOVEMENTS.HOME SITE CONSTRUCTION AND DRAINAGE INSTALLATIONS13.IMPLEMENT THE GENERAL SEQUENCE NOTES 1 THROUGH 6 (EXCEPT NOTE 3) WHERE APPLICABLE PRIOR TO CONTINUING.14.PROVIDE MAINTENANCE OF SEDIMENT CONTROLS THROUGHOUT CONSTRUCTION. UPON COMPLETION OF FINAL GRADING, INSTALLATION OF VEGETATIVE COVER AND INSTALLATIONOF FULL STABILIZATION VEGETATIVE COVER, TEMPORARY EROSION CONTROL MEASURES CAN BE REMOVED.15.ROUGH-GRADE DRIVEWAYS PRIOR TO CLEARING AND GRUBBING HOUSE AND LAWN AREAS. STABILIZE GRADED AREAS AND SWALES BY SEEDING AND MULCHING. EROSIONBLANKETS WILL BE USED WHERE SLOPES ARE 3:1 OR GREATER AND IN SWALES.16.INSTALL DRAINAGE SYSTEM. THESE AREAS SHALL BE IMMEDIATELY SEEDED AND STABILIZED WITH EROSION BLANKETS.17.AS STATED ABOVE, ALL EROSION AND SEDIMENT CONTROLS SHOULD BE IN PLACE. CLEAR AND GRUB DRIVEWAYS AND BASIN LOCATION.18.THE INDIVIDUAL LOTS MAY BE CONSTRUCTED IN ANY ORDER,BUT REQUIRES FOLLOWING THE ABOVE PROCEDURE.19.PROCEED WITH THE CONSTRUCTION OF THE BUILDINGS. AT ANY POINT DURING THIS BEGIN INSTALLATION OF THE UTILITIES INCLUDING THE WATER AND SEWER CONNECTIONS,DRAINAGE AND POWER UTILITIES. PROVIDE SEDIMENT CONTROLS FOR TRENCHES AS INSTALLATION IS COMPLETED. STABILIZE SOILS AT THE END OF EACH DAY.20.INSTALL SUB-BASE COURSE MATERIAL FOR DRIVEWAY.21.INSTALL HARDSCAPE SUCH AS PATIOS, WALKS STEPS ETC., AND FINAL VEGETATION INCLUDING SOD AND LANDSCAPING. REFER TO LANDSCAPE PLANS FOR LOCATION ANDIDENTIFICATION OF GROUND COVER AND PLANTINGS. CLEAR SITE OF DEBRIS AND ALL UNWANTED MATERIALS. DISPOSAL SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE, ANDLOCAL REQUIREMENTS.22.DURING THE FINAL PHASE OF BUILDING CONSTRUCTION, FINISH GRADE, PERFORM SOIL RESTORATION REQUIREMENTS (SEE FIGURE 8.1), TOPSOIL, RAKE, AND SEED ALL AREAS ASREQUIRED. WHERE REQUIRED OR RECOMMENDED, HYDRO-MULCH OR INSTALL EROSION CONTROL BLANKETS.FINAL SITE STABILIZATION AND COMPLETION OF NEW CONSTRUCTION:23.UPON COMPLETION OF ALL WORK, THE SITE SHALL BE INSPECTED BY THE SUPERVISING ENGINEER AND TOWN INSPECTOR TO DETERMINE COMPLETION OF ALL WORK ANDPERMANENT STABILIZATION OF THE SITE.24.ANY AREAS DEEMED INCOMPLETE OR NOT PROPERLY STABILIZED SHALL BE DONE SO TO THE SATISFACTION OF THE SUPERVISING ENGINEER AND TOWN INSPECTOR.25.ONCE THE SITE IS DEEMED ADEQUATELY STABLE THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED. AT THAT TIME IF DEEMED APPROPRIATEDRAINAGE STRUCTURES UPSTREAM FROM THE SUBSURFACE STORMWATER MANAGEMENT SYSTEMS SHALL BE CLEANED OF SEDIMENT AND DEBRIS. THEY CAN THEN BE UNBLOCKEDTO ALLOW FOR FLOW OF COLLECTED SURFACE RUNOFF.CONTACT INFORMATION DURING AND AFTER CONSTRUCTION:JOHN GERBINO3232 GOMER STYORKTOWN HEIGHTS, NY 10598PHONE: (914) 299-8985Winter Stabilization Notes:If construction activities are expected to extend into or occur during the winter season the contractor shall anticipate proper stabilization and sequencing. Construction shall be sequencedsuch that wherever possible areas of disturbance that can be completed and permanently stabilized shall be done by applying and establishing permanent vegetative cover before the firstfrost. Areas subject to temporary disturbance that will not be worked for an extended period of time shall be treated with temporary seed, mulch, and/or erosion blankets.E-4INLET3" WASHED GRAVELOVER INLET3:1 SLOPE2:1 SLOPEPLANCONSTRUCTIONENTRANCE GRAVELTEMPORARY SEDIMENT POOL1 FT MIN2 FT MAXSUBGRADESYMBOLSECTIONFILTER FABRIC OVERINELTINLETNOT TO SCALEE&SC DETAILSC-501CONSTRUCTION ENTRANCEINLET PROTECTION DETAILCompany / Contracting Firm:Name of Company_________________________________________Address of Company_________________________________________Telephone Number / Cell Number_________________________________________Site Information:Address of Site________________________________________________________________________________Today's Date:________________________________________Sheet Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - DATE: SCALE: DRAWN BY: No. Revisions: Date Comments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.COPYRIGHT © 2025 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVED PROJECT # PREPARED FOR MJM LAND DEVELOPMENT CORP. SITE PLAN 3232 Gomer Street Westchester County, NYTown of Yorktown 05/28/25 AKM 22-01 F:\2022\22-01 MJM SUBDIVISION- GOMER ST, YORKTOWN\ENGINEERING\CAD\C3D-22-01 JOHN GERBINO - MJM SUBD 3232 GOMER ST\DWG\22-01 MJM DETAILS.DWG 1/16/2017 3:19:52 PM 1.10/8/2025 Submission To Planning Board 2.11/17/2025 Submission To Planning BoardSILT SACK DETAILNOT TO SCALEE-51'' REBAR FOR BAGREMOVAL FROMINLET1'' REBAR FOR BAG REMOVALFROM INLETDUMP STRAPDUMP STRAPSLICK SACKINSTALLATION DETAILBAG DETAILEXPANSIONRESTRAINTS1#4';'' NYLONROPE. 2'' FLATWASHERS]2 EACH DUMP STRAPSDEPTH=DLENGTH=LBOARD FENCE WRAPPED AROUNDTRUNK. 1" GAP BETWEEN BOARDSTREE TRUNK ARMOR / TREE PROTECTION DETAILNOT TO SCALEE-6NOTES:1.Contractor shall use the tree trunk armor detail for isolated trees that require protection.2.As an alternate, the contractor may protect trees in the vicinity of regular heavy traffic / construction areas or clusters of treesto be protected as per the construction fence detail.SMALL FEEDER ROOTS ATEDGE OF BRANCH SYSTEMTEMPORARYORANGECONSTRUCTION FENCESYMBOL36"EROSION BLANKET AND ANCHOR DETAILNOT TO SCALEE-7BON TERRA EROSION CONTROL S2 STRAWBLANKET TO BE USED ON SLOPES WHERESPECIFIED OR APPROVED EQUALOVERLAP AS PER MANUF. SPECS.BLANKET ANCHORSTRAW MULCH AND SEEDUNDER BLANKETPLANEROSION CONTROL BLANKET6" MIN. OVERLAPPINGSECTION6" OF UPSLOPE EDGE BURIEDNOTES:1.Erosion blankets shall be used to stabilize all graded and / or disturbed slopes exceeding a slope of 1v : 2h.2.Anchor pattern: 2.5 anchors / sy for : 2.5h : 1v < slopes < 1h : 1v).3.U - shaped wire staples, metal geotextile pins, triangular wooden or plastic stakes can be used to anchor blanketto the ground surface.18 IN.3 FT2 FT4 FT4 FT TYPICAL RESIDENTIAL DRIVEWAY DETAILR-3TOPSOIL AND SEED SHOULDERSCURB WHERE REQUIRED - 4" REVEAL2-1/2" ASPHALT PAVEMENTVARIES - SEE PLAN2% SLOPE6" ITEM 4 BASECOMPACTED SUBGRADENOT TO SCALESITE AND STORMWATER DETAILSC-502Sheet Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - DATE: SCALE: DRAWN BY: No. Revisions: Date Comments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.COPYRIGHT © 2025 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVED PROJECT # PREPARED FOR MJM LAND DEVELOPMENT CORP. SITE PLAN 3232 Gomer Street Westchester County, NYTown of Yorktown 05/28/25 AKM 22-01 F:\2022\22-01 MJM SUBDIVISION- GOMER ST, YORKTOWN\ENGINEERING\CAD\C3D-22-01 JOHN GERBINO - MJM SUBD 3232 GOMER ST\DWG\22-01 MJM DETAILS.DWG 1/16/2017 3:19:52 PM 1.10/8/2025 Submission To Planning Board 2.11/17/2025 Submission To Planning Board 20"8"1"R4"7"CONCRETE CURB DETAILNOT TO SCALER-1EXPANSION JOINT WHEN CURBMEETS SIDEWALK OR PAVEMENTTOP COURSEBINDER COURSEBASE COURSECOMPACTED SUBGRADE3/4" CRUSHED STONEUNDISTURBED EARTHNOTE:1.Provide 1/2" expansion joint in concrete curb every ten feet.2.Construct curb with class A concrete (3000 psi).2% MIN PITCHRESTORE SURFACEAS REQUIREDPL5'-0"50' R.O.W.CL1TYPICAL 24 FT ROAD SECTION WITH 50 FT R.O.W.NOT TO SCALER-2CORROSION PROTECTED STEELREFLECTOR POST TO BE INSTALLEDAT CENTERLINE OF EACH CATCHBASIN. REFLECTOR TO FACE TRAFFICFIRE HYDRANT PAINTED WITH TWOCOATS OF APPROVED PAINT.COLOR AS PER TOWN STANDARDS.MAX SLOPE3/4" PER FT2.51'2'2'TEL.ELEC.CABLEST. TREE2" ASPHALT CONC. NYSDOT ITEM 403.16TACK COAT NYSDOT ITEM 407.01014" ASPHALT CONC. NYSDOT ITEM 403.138" SUBBASE NYSDOT ITEM 304.05STORM DRAINAGE12'-0"TO INSIDE FACE OF CURB7'-0"12'-0"TO INSIDE FACE OF CURB6" CONCRETE CURB3'-0"6'-0"1'-0"2.51ST. TREECURB STOPWATER SERVICEFIRE HYDRANTGATE VALVEWATER MAINNOTES:1.Rock cut & fill - treatment to be determined by the Design Engineer and or Town Engineer.2.All rock fill shall be top soiled, seeded and mulched.3.Catch basin to be in line with traveled way.4.Gas line to be installed on opposite side of traveled way from water main and 5' behind curb line.5.Invert to be installed in all storm manholes.6.Where sidewalks are installed, mailboxes shall be placed on opposite side of road.7.See subdrain detail for subdrain location.COMPACTION NOTE:1.The Contractor shall be responsible to ensure that all road courses meet thefollowing NYSDOT compaction specifications:Subbase Compaction: Item 203-3.12.Asphalt Compaction: Item 401-3.12.SLOPES:SUBBASE 3/8" PER FT.PAVEMENT: 3/8" PER FT.SHOULDER: 3/4" PER FT.ORB/BBR MT.OH MT.GR. MT.10'-0" MAX 4'-0" MIN.(PAV'T. EDGE)7'-0" MIN.MIN.2'-0"GENERAL NOTES:1.All signage shall be in accordance with the latest edition of the national MUTCD and the N.Y.S Supplement (MUTCD), September 2007, including the following:A. Letter size and seriesB. Legend and background colorC. ReflectivityD. Size of sign2.The type of characters as specified in the standard specifications shall be as follows:MUTCD CODE LETTER TYPE OF CHARACTER G.I. TYPE IV R.P.W.M. TYPE IV OR V.3.Sign locations as shown on plans are approximate. The Contractor shall relocate existing signs and install new signs in accordance with the MUTCD, latest edition.The Contractor shall contact the Town Engineer to discuss/resolve problem areas.4.Except where otherwise specified, parking signs shall be placed facing approaching traffic at an angle of between 30 and 45 degrees with the line of traffic flow.Parking signs shall be placed at each end of a regulation (single-headed arrows) and, within the regulation (double-headed arrows), at intervals not to exceed 200 ft5.Where new signs are installed the Contractor shall affix a label to the back of the sign panel. This label will show the date of installation and identification numbers.6.Placement of W3-17 sign is prescribed in the General Municipal Law.TWO WAY SIDE STREETCUL-DE-SAC12 INCH WIDTH(WHITE)W3-17R1-1EQUALEQUALCURBROADWAY%%UELEVATIONTYPICAL INSTALLATION GUIDELINESAPPROXIMATE LOCATIONOF SIGNGROUND MOUNTEDOVERHEAD MOUNTEDBRIDGE MOUNTEDBACK TO BACKDESCRIPTIONSYMBOLPLANSIGNM.U.T.C.D.NUMBERSIZE OFSIGNTYPE OFMOUNTR1-130" X 30"GR. MT.TRAFFIC SIGN DETAILNOT TO SCALER-44" DRIVEWAY6" ROAD F:\2022\22-01 MJM SUBDIVISION- GOMER ST, YORKTOWN\ENGINEERING\CAD\C3D-22-01 JOHN GERBINO - MJM SUBD 3232 GOMER ST\DWG\22-01 MJM DETAILS.DWG 3/18/2024 3:07:24 PMFIRE HYDRANT DETAILMUELLER "SUPER CENTURION" HYDRANT, CAT NO. A-423, 5 1/4" DIA. MAIN VALVE OPENING, 5'-0BURY 6" DIA. MECHANICAL JOINT INLET CONNECTION, 1 1/2" PENTAGON OPERATING NUT, OPENLEFT (COUNTER CLOCKWISE), 2-2 1/2" HOSE NOZZLES AND 1-4 1/2" PUMPER NOZZLE ALL WITHNATIONAL STANDARD THREADS.2'-0" MIN.6'-0" MAX.GRADE3/4" CLEAN STONE (1/3CUBIC YARD MIN.)COVER WITH 8 MILPOLYETHYLENE SHEET.UNDISTURBED EARTHSELECT STONE SLABOR 12"x 12" x 6" (MIN.)CONCRETE BASE ONFIRM GROUND.THRUST BLOCK PROVIDE OPENINGFOR DRAIN HOLE DISCHARGE 2500P.S.I. CONCRETE (MIN.).18"6"4'-0' MIN.1'-0"CURBVALVE BOX MARKED "WATER"RIGHT HAND TURN RED NUTS8" EXISTING C.I.WATER MAIN45' MIN.UNDISTURBEDEARTHTHRUST BLOCK 2500 P.S.I.CONCRETE (MIN.)6" DUCTILE IRON PIPE-CLASS 54MEGA LUG KITSNOTES:1.Retainer glands, concrete thrust blocks and tie rods shall be used at all locations where restraints are required.2.If groundwater is encountered within 7 feet of grade, hydrant drain holes shall be plugged. When the drains are plugged the barrels must be pumped dry afteruse during freezing weather. Where hydrant drains are not plugged, a gravel pocket or dry well shall be provided unless the natural soils will provide adequatedrainage. Hydrant drains shall not be connected to or located within 10 feet of sanitary sewers or storm drains.3.If hydrant is within 10 feet of sewers, hydrant drain holes shall be plugged.4.Hydrant shall be painted with two coats of Electro- Farrothane, plastic finish, No. 44 red paint.5.All gate valves shall be Mueller AWWA standard.6"THRUST BLOCKING FOR HORIZONTAL BENDSNOT TO SCALEACACBCD/4D/4BLOCKS TO BEPOURED AGAINSTUNDISTURBED EARTH.NOTES:1.Min. 2,500 psi concrete to be used.2.Block dimensions are minimum and are based upon soilbearing pressure of 2,000 psf and water pressure of 150 psi.Where soil bearing is less or water pressure is greater, aspecial design will be required.3.All bolts shall be covered with burlap before pouring concrete.4.Bend to be set against disturbed earth, backfill to be firmlytamped, or block to be furnished as directed by the engineer.PIPEDIAM. IN.BENDAIN.BLOCK DIMENSIONSCONCRETEVOLUMEFT.3BIN.CIN.8611.2522.5459011.2522.54590342014241412121416141820121212121212(3)1.21.52.5(3)1.62.54.4AAACAPLAN90° BENDSECTION A-APLANTYPICAL FOR 11-1/4°; - 22-1/2°; - 45° BENDSW-4NOT TO SCALEW-6MUELLER 6" x 6" TEE6" DUCTILE IRON CL-52MUELLER GATE VALVE A-23616" DUCTILE IRON CL-52WATER SERVICE3000 P.S.I CONC.6" C.I. WATERMAIN-EXISTINGPLAND.I. VALVE BOX TO GRADE6" DUCTILE IRONCI.-52 WATER SERVICE6" DUCTILE IRON CL-52TEEEXISTING 8" C.I. WATERMAINSECTIONTEE AND GATE VALVE CONNECTION DETAILSEE THRUSTBLOCK DETAILW-1W-2W-3W-8WATER SERVICE CONNECTION DETAILNOT TO SCALE4" CLASS A CONCRETE PAD IN LAWNAREA FOR PAVEMENT APPLICATIONSSET FLUSH WITH FINISHED GRADE.4" TOPSOIL ANDSEEDADJUSTABLE CURB BOX MUELLERH-10350 BUFFALO TYPE OR APPROVEDEQUAL AS PER TOWN SPECIFICATIONSCURB STOP AND DRAIN MUELLERH-15210 OR APPROVED EQUALAS PER TOWN SPECIFICATIONSCORPORATION STOP MUELLER H-15000OR APPROVED EQUALAS PER TOWN SPECIFICATIONS TYPE "K" COPPER PIPE(SEE PLAN FOR SIZE)6"Ø WATER MAIN(SEE PLAN FOR SIZE)FINISHED GRADESLOPESLOPEBRICK BLOCKING1'-6" 4'-0" MIN. COVER PERSPECIFICATIONS1/4 CUBIC YARD OF CRUSHEDSTONE UNDER DRAIN OPENINGCLNOT TO SCALEL/2L = FULL LENGTH OF PIPEL/2WATER MAIN18" MIN. SANITARY OR STORM SEWER18" MIN.WATER MAINVERTICAL SEPARATION10'-0" (MIN.)EDGE TO EDGEWATER MAINSANITARY SEWER MAIN,OR STORM SEWERHORIZONTAL SEPARATIONSEPARATION OF WATER MAINS, SANITARY SEWERS OR STORM SEWERSLTHRUST BLOCKING FOR TEESMKBLOCKS TO BE POURED AGAINSTUNDISTURBED EARTH.NOTES:1.Min. 2,500 psi concrete to be used.2.Block dimensions are minimum and are based upon soilbearing pressure of 2,000 psf and water pressure of 150 psi.Where soil bearing is less or water pressure is greater, aspecial design will be required.3.All bolts shall be covered with burlap before pouring concrete.BRANCHOF TEEAAPLANSECTION A-ABRANCHSIZE IN.681012166050423018KIN.LIN.16182024362416121212MIN.2.44.06.311.330.03CONCRETEVOLUMEFT.BLOCK DIMENSIONSCLWATER MAIN BEDDING DETAILNOT TO SCALEPAVEMENT ORGROUND SURFACESIDES OF TRENCHMAY BE SLOPED TOSUIT SOIL CONDITIONSOILROCKSELECT WELL-GRADETAMPED BACKFILL(12" LIFTS MAX.)4'-0" MIN.5'-0" MAX TO GRADE24"MIN.12" MAX8" MIN.WATER MAINCL-52 DIP12" MAX8" MIN.24"MIN.12" MAX8" MIN.4'-0" MIN.5'-0" MAX TO GRADEPIPE6"MIN.ROCKSUITABLE SOIL6"MIN.NO ROCK TO PROTECTWITHIN THESE LINESGRAVEL OR CRUSHED STONEFOUNDATION MATERIALSELECT WELL-GRADETAMPED BACKFILL(12" LIFTS MAX.)NOTES:1.In materials to be considered as unsuitable (i.e. Muck) material is to be replaced 24" below the pipe invert and replaced with item no. 4 bedding.2.A continuous and uniform bedding shall be provided in the trench for all buried pipe. Backfill material shall be tamped in layers around the pipe and to a sufficient height above the pipe toadequately support and protect the pipe. Stones found in the trench shall be removed for a depth of at least six inches below the bottom of the pipe.3.See Pavement Replacement Detail for backfill specifications in local and main TOWN roads.12" MAX8" MIN.W-5SEE THRUSTBLOCK DETAILNOTES:1. WHERE THE SANITARY SEWER MAIN CROSSES THE WATER MAINAN 18" MINIMUM VERTICAL SEPARATION SHALL BE MAINTAINED.THE DISTANCE SHALL BE MEASURED EDGE TO EDGE.2. WHERE THE SANITARY SEWER MAIN RUNS PARALLEL TO ANEXISTING OR PROPOSED WATER MAIN A 10' MINIMUMHORIZONTAL SEPARATION SHALL BE MAINTAINED. THEDISTANCE SHALL BE MEASURED EDGE TO EDGE.3. ANY DEVIATION FROM THE REQUIRED MINIMUM SEPARATIONSSHALL BE SUBJECT TO A REVIEW AND APPROVAL BY THEWESTCHESTER COUNTY DEPARTMENT OF HEALTH PRIOR TOCONSTRUCTION.WATER MAINSEWER MAINENCASE WATER MAIN IN K-CRETE WHEN SEPARATIONIS LESS THAN 10' HORIZONTALENCASE WATER MAIN IN K-CRETEWHEN SEPARATION IS LESSTHAN 18" VERTICAL OR WHENPLACED BENEATH SEWER.SEWER MAINENCASEMENT SHALL EXTEND MIN. 6"BEYOND PIPE JOINTS AND EDGE OFPIPE IN ALL DIRECTIONS.WATER MAINENCASEMENT SHALL EXTEND MIN. 6" BEYONDEDGE OF PIPE IN ALL DIRECTIONS.WATER MAIN ENCASEMENT DETAILW-7VERTICAL SEPARATIONHORIZONTAL SEPARATIONNOTES:1.In the event that there is a deviation from any of the separation requirements, said changes or use of encasementmust be approved by the Westchester County Department of Health.2.Encasement of the water main shall apply only at locations where the minimum required separation distances cannot be maintained or whenever a water main crosses beneath a sewer main.3.Encasement of the water main shall be limited to those locations indicated on the plans.4.Encasement shall be completed with k-crete having a minimum compressive strength of 50 psi.5.One full length of sewer pipe shall be laid so both joints will be as far from the water main as possible.6.Where the sewer has already been installed, the water main shall be placed so that the joints on the water mainare equidistant from the sewer. No water pipe shall pass through or come in contact with any sewer manhole.LESS THAN REQUIRED10' MIN.6" TYP.ALL SIDESC = LENGTH OF PIPEC/2C/218" MIN.PIPES SHALL BE BACKFILLED WITH SELECT FILLMATERIAL FROM 6" TO 24" ABOVE THE TOP OFTHE PIPE. SELECT FILL SHALL CONSIST OF SOILWITH NO STONES GREATER THAN 2" INDIAMETER. BACKFILL MATERIAL MAY CONTAINSTONES UP TO 6" IN THEIR GREATESTDIMENSION FROM 24" ABOVE THE TOP OF THEPIPE TO THE BOTTOM OF THE SUBGRADE. ALLBACKFILL MATERIAL SHALL BE FREE OFORGANIC AND FROZEN MATERIAL, PLACED IN 12"LIFTS (PRIOR TO COMPACTION) ANDCOMPACTED WITH A MECHANICAL TAMPER.NOT TO SCALENOT TO SCALENOT TO SCALEWATER & SEWER DETAILSC-503H= GREATER THAN 5'-0"S-2NOT TO SCALEPRECAST CONCRETE SEWER MANHOLE DETAILFRAME TO BE THOROUGHLYBEDDED IN 1:2 CEMENTMORTAR MIX30"Ø FOR 3'-0"24" Ø FOR 4'-0"RIM TO BE 3" ABOVE GRADEIN ALL NO TRAFFIC AREASFINISHED PAVEMENTCAMPBELL FOUNDRY FRAME &COVER No. 1105 OR APPROVEDEQUAL - MIN. 24" OPENING REQ'DADJUST TO GRADE WITH BRICK (ASTMC-32, GRADE MA.) 12" MAX. OR PRECAST CONCRETE RING SECTIONS.2-2MIL COATS OF BITUMINOUS MATERIAL"INERTOL NO. 49" KOPPERS SUPPERSERVICE BLACK OR APPROVED EQUAL,APPLIED IN ACCORDANCE WITHMANUFACTURE'S SPECIFICATIONS.(REQUIRED FOR SANITARY SEWER MANHOLES ONLY)0-RING JOINT TO CONFORM TO A.S.T.M.DESIGNATION C443 LATEST REVISION. JOINTSTO BE MORTARED INSIDE AND OUT USINGNON- SHRINKING MORTAR.PRE CAST MANHOLE SECTIONS TO BE INACCORDANCE WITH "PRE CASTREINFORCED CONCRETE MANHOLESECTIONS" A.S.T.M. DESIGNATION C-478,LATEST REVISION, MINIMUM COMPRESSIVESTRENGTH TO BE 4000 P.S.I.INLET PIPEJOINT FILLERAPPROVED SUB GRADEAPPROVED COMPACTEDCRUSHED STONE FOUNDATIONCOURSEFILL AND SHAPE INVERT CHANNELIN FIELD USING CLASS A (3500 PSI)CONCRETE. INVERT CHANNEL TOHAVE STEEL TROWEL FINISHALL LIFT PIN HOLES TO BEPLUGGED AND MORTARTEDINSIDE AND OUTMANHOLE STEPS 12" O.C.(SEE NOTE 1)1',2',3' OR 4' PRECAST RISER 24" MAX 4'-0" INSIDEDIAMETER5" THICKWALLS6"12" VERT. SPACINGOUTLET PIPE6"8"8"NOTES:1.Manhole steps shall be cast iron Neenah No. R-1981-0 or Campbell Foundry no. 2588-1 or polypropylene coatedsteel (see specifications) or approved equal.2.Unless otherwise specified, sanitary sewer manholes shall have letters "SEWER" and storm manholes shall haveletters "DRAIN" cast on cover. The covers shall have vent holes.3.Manholes shall meet or exceed A.S.T.M. and O.S.H.A. requirements and be rated for H-20 vehicle design loading.4.All pipes shall be cut flush with inside walls.5.Where depth of manhole exceeds 10 ft, inside diameter shall be 60 ".3'-0" OR 4'-0" SECTION CONESANITARY MANHOLE INLETAND OUTLET SHALL HAVE AKOR-N-SEAL BOOTMANHOLE WALLBUTYL RUBBER FEDERALSPECIFICATIONSS-S-00210 (GSA-FSS)MANHOLE SECTION JOINT DETAILREINFORCED POLYPROPYLENE MANHOLE STEP DETAILCROSS SECTIONSTEEL REINFORCINGISOMETRIC9 3/4"1 5 7 / 1 6 " 1 3/8"5/8"3 3/8"1 3 / 1 6 "1"1 1/2"SEWER MAIN / SEWER SERVICE TRENCH DETAILNOT TO SCALES-1GROUNDSURFACEFINISHED GRADE TOPSOIL (4" MIN.),SEED AND MULCH OR WHEN INPAVEMENT SEE PAVEMENT DETAILSEWER SERVICE LINES SHALL HAVE METALLIC TAPE LABELED"CAUTION SEWER LINE BELOW" SET AT BOTH 12" AND 24"BELOW FINISHED GRADE OVER CENTERLINE OF SEWER PIPES.PIPES SHALL BE BACKFILLED WITH SELECT FILL MATERIAL FROM 6" TO 24"ABOVE THE TOP OF THE PIPE. SELECT FILL SHALL CONSIST OF SOIL WITH NOSTONES GREATER THAN 2" IN DIAMETER. BACKFILL MATERIAL MAY CONTAINSTONES UP TO 6" IN THEIR GREATEST DIMENSION FROM 24" ABOVE THE TOPOF THE PIPE TO THE BOTTOM OF THE SUBGRADE. ALL BACKFILL MATERIALSHALL BE FREE OF ORGANIC AND FROZEN MATERIAL, PLACED IN 12" LIFTS(PRIOR TO COMPACTION) AND COMPACTED WITH A MECHANICAL TAMPER.SHEETING, IF REQUIRED, SHALL BE CUT OFF AT TOP OFTHE LOWEST SET OF BRACING UNLESS OTHERWISESPECIFIED BY TOWN ENGINEER (TYP.)INITIAL BACKFILL HANDFILL OR MACHINE PLACEDLITTLE OR NO TAMPING REQUIRED ON TOP OF PIPEDEPTH VARIESPIPE EMBEDMENT D4' MIN. (SEWER MAINS) 3'-6" MIN. (SEWER SERVICE) 6"4"- 6"SPRING LINEHAUNCHINGBEDDINGTRENCH WIDTH = D+2' MIN.PAYMENT LIMITS, BEDDING, HAUNCHINGAND INITIAL BACKFILLSCONCRETE STRUCTURAL SUPPORT IF NEEDEDSEE CONCRETE CRADLE DETAILSEWER MAIN & SEWER SERVICEUNDISTURBED EARTH 3/4" WASHED GRAVEL OR CRUSHED STONENOTES:1.Sewer pipe shall be PVC SDR-35 in all cases except where depth of cover exceeds 10 ft. In cases where cover exceeds 10ft, sewer pipe shall be a min. PVC SDR-26. When a sewer main is installed in a fill section, the fill shall be compacted to amin. 95% standard proctor and certified to the Town of Cortlandt.2.No rock is to project into within the edges of the trench. In rock excavation pipe shall be a min. of 6" over and away from rock.3.Backfill shall be placed so as to not disturb the pipe alignment.4.In areas where adequate cover can not be maintained for sewer main, proper protection shall be provided against freezingand superimposed loading.SEWER CONNECTION TO PROPOSED MAIN-LINE DETAILNOT TO SCALES-3NOTES:1.Provide cleanouts as required (see detail).2.Contractor to follow manufacture's installation guide.3.The contractor shall be responsible for protecting all persons duringconstruction from harm in accordance with all applicable codes,rules & regulations, standards and good practices.4.Contractor to notify town of Cortlandt 48 hours in advance for trenchinspection.5.All fittings to be white H.D. as manufactured by GPK Products Inc. orapproved equal.6.For backfilling requirements of sewer service see "Sewer Main/SewerService Trench Detail".FROM P R O P O S E D RESID E N C EPROPOSED 4"Ø PVC SDR-35 OR DIP SANITARYSEWER SERVICE LATERAL CONNECTION4" Ø WYE BRANCH SIZED TO FIT MAIN LINEPROPOSED SANITARY SEWER MAINFLOWSLOPE 0.4% MINFLOWPLAN6" MIN. BED OF 3/4" WASHED GRAVEL OR CRUSHED STONEUNDER SEWER SERVICE LINE AND ABOVE PIPE30° OR 45° BENDPROPOSED 4"Ø PVC SDR-35 OR DIP SANITARY SEWERSERVICE LATERAL CONNECTION (2.0% - MIN. PITCH)4" Ø WYE BRANCH SIZED TO FIT MAIN LINE3/4" WASHED GRAVEL OR CRUSHED STONE ALL AROUNDUNDISTURBED ORCOMPACTED EARTHPROPOSED SANITARY SEWER MAINSECTION45°MAX.6" MIN.MIN 1/4" PER FT (2%)FROM PROPOSEDRESIDENCETYPICAL SEWER MANHOLE TROUGH DETAILNOT TO SCALEW-9REINFORCEDPOLYPROPYLENESTEPS (SEE DETAIL)INLET AND OUTLET SHALLHAVE A KOR-N-SEAL BOOTINCLUDED IN MANHOLE ITEMBASE AND RISERSECTION MONOLITHICPOURCONTRACTOR SHALL BUILDINVERT TO HALF DIAMETER OFPIPE IN FIELD. INVERT SHALL BETROWELED TO A SMOOTHFINISH. INCLUDED UNDERMANHOLE ITEMCONTRACTOR SHALL BUILD INVERT TO HALF DIAMETER OFPIPE IN FIELD. INVERT SHALL BE TROWELED TO ASMOOTH FINISH. INCLUDED UNDER MANHOLE ITEM.INLET AND OUTLET SHALL HAVE A KOR-N-SEALBOOT INCLUDED UNDER MANHOLE ITEM.OUTLET ANGLEAS REQUIREDEXTERIOR OF MANHOLE SHALLHAVE A BITUMASTIC COATINGHEIGHT LESS THAN24 INCHES.4"- 6" MIN. 3/4" WASHED GRAVELOR CRUSHED STONEUNDISTURBED EARTHCHUTE TROUGHI N L E T OUTLETAAPLANPITCH 1"PER FT.PIPEBENCHCENTER LINE OF PIPEMANHOLE BASESECTION A-ASTRAIGHT THROUGH TROUGH8"60"12"48"BENCHSheet Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - DATE: SCALE: DRAWN BY: No. Revisions: Date Comments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.COPYRIGHT © 2025 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVED PROJECT # PREPARED FOR MJM LAND DEVELOPMENT CORP. SITE PLAN 3232 Gomer Street Westchester County, NYTown of Yorktown 05/28/25 AKM 22-01 F:\2022\22-01 MJM SUBDIVISION- GOMER ST, YORKTOWN\ENGINEERING\CAD\C3D-22-01 JOHN GERBINO - MJM SUBD 3232 GOMER ST\DWG\22-01 MJM DETAILS.DWG 1/16/2017 3:19:52 PM 1.10/8/2025 Submission To Planning Board 2.11/17/2025 Submission To Planning Board STORMWATER DETAILSC-504Sheet Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - DATE: SCALE: DRAWN BY: No. Revisions: Date Comments:NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.COPYRIGHT © 2025 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVED PROJECT # PREPARED FOR MJM LAND DEVELOPMENT CORP. SITE PLAN 3232 Gomer Street Westchester County, NYTown of Yorktown 05/28/25 AKM 22-01 F:\2022\22-01 MJM SUBDIVISION- GOMER ST, YORKTOWN\ENGINEERING\CAD\C3D-22-01 JOHN GERBINO - MJM SUBD 3232 GOMER ST\DWG\22-01 MJM DETAILS.DWG 1/16/2017 3:19:52 PM 1.10/8/2025 Submission To Planning Board 2.11/17/2025 Submission To Planning Board H= GREATER THAN 5'-0"D-1NOT TO SCALESTORM DRAIN MANHOLE DETAIL0-RING JOINT TO CONFORM TO A.S.T.M.DESIGNATION C443 LATEST REVISION. JOINTSTO BE MORTARED INSIDE AND OUT USINGNON- SHRINKING MORTAR.INLET PIPEAPPROVED SUB GRADE1',2',3' OR 4'PRECAST RISER 24"MAX4'-0" INSIDEDIAMETER5" THICKWALLS6"12"VERT.SPACINGOUTLET PIPE6"8"8"INLET PIPEOUT TO BASININLET PIPEBPLANBDRAINPLANNOTES:1.Manhole steps shall be cast iron Neenah no. R-1981-0 or CampbellFoundry no. 2588-1 or polypropylene coated steel (seespecifications) or approved equal.2.Unless otherwise specified, sanitary sewer manholes shall haveletters "sewer" and storm manholes shall have letters "drain" cast oncover. The covers shall have vent holes.3.Manholes shall meet or exceed A.S.T.M. and O.S.H.A. requirementsand be rated for h-20 vehicle design loading.4.All pipes shall be cut flush with inside walls.5.Where depth of manhole exceeds 10 ft, inside diameter shall be 60 ".3'-0" OR 4'-0"SECTION CONEAPPROVED COMPACTEDCRUSHED STONE FOUNDATIONCOURSEALL LIFT PIN HOLES TO BEPLUGGED AND MORTARTEDINSIDE AND OUTMANHOLE STEPS 12" O.C.(SEE NOTE 1)FRAME TO BE THOROUGHLYBEDDED IN 1:2 CEMENTMORTAR MIX30"Ø FOR 3'-0"24" Ø FOR 4'-0"RIM TO BE 3" ABOVE GRADEIN ALL NO TRAFFIC AREASFINISHED PAVEMENTCAMPBELL FOUNDRY FRAME &COVER No. 1105 OR APPROVEDEQUALADJUST TO GRADE WITH BRICK (ASTMC-32, GRADE MA.) 12" MAX. OR PRECAST CONCRETE RING SECTIONS.2-2MIL COATS OF BITUMINOUS MATERIAL"INERTOL NO. 49" KOPPERS SUPPERSERVICE BLACK OR APPROVED EQUAL,APPLIED IN ACCORDANCE WITHMANUFACTURE'S SPECIFICATIONS.(REQUIRED FOR SANITARY SEWER MANHOLES ONLY)PRE CAST MANHOLE SECTIONS TO BE INACCORDANCE WITH "PRE CASTREINFORCED CONCRETE MANHOLESECTIONS" A.S.T.M. DESIGNATION C-478,LATEST REVISION, MINIMUM COMPRESSIVESTRENGTH TO BE 4000 P.S.I.FILL AND SHAPE INVERT CHANNEL INFIELD USING CLASS A (3500 PSI)CONCRETE. INVERT CHANNEL TOHAVE STEEL TROWEL FINISHJOINT FILLERD-2NOT TO SCALECATCH BASIN DETAIL8"8"4'-0"8"8"2'-6"FLUSH CUT PIPEWITH WALLCOURSEBRICK LEVELINGCAST IRON FRAME & GRATECAMBELL TYPE 2541OR APPROVED EQUAL2'-6" x 4'-0" H.D.6"6" OF 3/4" CRUSHED STONEPRECAST CONC. BASINWITH SUMPPLANCURB MEETS FRAMEBITUMINOUS SEAL WHEREPROVIDE 1/2" EXPANSION &3"6"18" MIN. SUMP 2' MIN. COVERFILLERJOINTCORRUGATED ALUMINUMPIPE AS SPECIFIED BYTHE TOWN HIGHWAY DEPT.PLACE 1" BELOWPAVEMENT GRADESECTION2'-6"Wx4'-0"LSTORM PIPE BEDDING DETAILNOT TO SCALED-4ROOF & FOOTING DRAIN CONNECTION DETAILNOT TO SCALED-3BUILDING CORNERGRADE4" PVC ROOFDRAIN6" HDPEROOF DRAINPARKING LOT12"MIN.SLOPE 1% MINSLOPE 2% MIN4" HDPE FOOTINGDRAIN TO CONNECTFOOTING DRAININSTALLED BY OWNERDIA.VARIESPAVEMENT FINISHED GRADE. SEE DRIVEWAYDETAIL FOR NEW INSTALLATIONS. SEEPAVEMENT REPLACEMENT DETAIL FORINSTALLATIONS UNDER EXISTING ROADWAYS.FINISH GRADE 2'-0" MIN COVER1'-0"1'-0"42" MIND/2CLEAN FILL BEDDINGMATERIAL SEE NOTESAPPROVED SUB GRADE8" MIN - IF GROUNDWATER TABLE SENCOUNTEREDNOTES:1.Pipe shall be laid and connected in the bedding which shall consist of: A. Compacted existing subsoil when laid above ground water or; B. 3/4" crushed stone when laid below ground water.2.If subsoil is determined to be unsuitable by the Engineer, all unsuitable material shall be removed forat least 2'-6" below the pipe invert or twice the pipe diameter, whichever is greater, and replaced withcompacted bedding material.DCBAACCEPTABLE FILL MATERIALS: STORMTECH SC-800 CHAMBER SYSTEMSPLEASE NOTE:1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FORCOMPACTION REQUIREMENTS.4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.5.WHERE RECYCLED CONCRETE AGGREGATE IS USED IN LAYERS 'A' OR 'B' THE MATERIAL SHOULD ALSO MEET THE ACCEPTABILITY CRITERIA OUTLINED IN TECHNICAL NOTE 6.20 "RECYCLED CONCRETE STRUCTURAL BACKFILL".NOTES:1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".2.SC-800 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITHCONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. REFERENCE STORMTECH DESIGN MANUAL FOR BEARING CAPACITY GUIDANCE.4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.5.REQUIREMENTS FOR HANDLING AND INSTALLATION:·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2” (50 mm).·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 750LBS/FT/%. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOWCOLORS.MATERIAL LOCATIONDESCRIPTIONAASHTO MATERIAL CLASSIFICATIONSCOMPACTION / DENSITY REQUIREMENTDFINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THETOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLEPAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTETHAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER.ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'SPLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/APREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVEDINSTALLATIONS MAY HAVE STRINGENT MATERIAL ANDPREPARATION REQUIREMENTS.CINITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROMTHE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 15"(375 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THATPAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER.GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35%FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OFTHIS LAYER.AASHTO M145¹A-1, A-2-4, A-3ORAASHTO M43¹3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIALOVER THE CHAMBERS IS REACHED. COMPACT ADDITIONALLAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTORDENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVEDENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLERGROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN).DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN).BEMBEDMENT STONE: FILL SURROUNDING THE CHAMBERSFROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYERABOVE.CLEAN, CRUSHED, ANGULAR STONE OR RECYCLED CONCRETE5AASHTO M43¹3, 357, 4, 467, 5, 56, 57NO COMPACTION REQUIRED.AFOUNDATION STONE: FILL BELOW CHAMBERS FROM THESUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONE OR RECYCLED CONCRETE5AASHTO M43¹3, 357, 4, 467, 5, 56, 57PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,312" (300 mm) MIN12" (300 mm) MIN51" (1295 mm)3"(75 mm) MINSUBGRADE SOILS(SEE NOTE 3)PAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)8'(2.4 m) MAXADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALLAROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS**THIS CROSS SECTION DETAIL REPRESENTSMINIMUM REQUIREMENTS FOR INSTALLATION.PLEASE SEE THE LAYOUT SHEET(S) FORPROJECT SPECIFIC REQUIREMENTS.15"(375 mm) MIN*6" (150 mm) MINEXCAVATION WALL(CAN BE SLOPED OR VERTICAL)PERIMETER STONE(SEE NOTE 4)SC-800 END CAP33"(838 mm)6" (150 mm) MIN(SEE NOTE 3)*TO BOTTOM OF FLEXIBLE PAVEMENT. FORUNPAVED INSTALLATIONS WHERE RUTTINGFROM VEHICLES MAY OCCUR, INCREASECOVER TO 21" (525 mm).SW-1ADS SC-800 CROSS SECTION DETAILNOT TO SCALEPART #STUBBCSC800EPE06TPC6" (150 mm)21.4" (544 mm)---SC800EPE06BPC---0.9" (23 mm)SC800EPE08TPC8" (200 mm)19.2" (488 mm)---SC800EPE08BPC---1.0" (25 mm)SC800EPE10TPC10" (250 mm)17.0" (432 mm)---SC800EPE10BPC---1.2" (30 mm)SC800EPE12TPC12" (300 mm)14.4" (366 mm)---SC800EPE12BPC---1.6" (41 mm)SC800EPE15TPC15" (375 mm)11.3" (287 mm)---SC800EPE15BPC---1.7" (43 mm)SC800EPE18TPC18" (450 mm)8.0" (203 mm)---SC800EPE18BPC---2.0" (51 mm)SC800ECEZ24" (600 mm)---2.3" (58 mm)NOTE: ALL DIMENSIONS ARE NOMINALNOMINAL CHAMBER SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)51.0" X 33.0" X 85.4" (1295 mm X 838 mm X 2169 mm)CHAMBER STORAGE50.6 CUBIC FEET (1.43 m³)MINIMUM INSTALLED STORAGE*78.4 CUBIC FEET (2.22 m³)WEIGHT81.8 lbs.(37.1 kg)NOMINAL END CAP SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)46.5" X 32.6" X 10.5" (1181 mm X 828 mm X 267 mm)END CAP STORAGE3.4 CUBIC FEET (0.09 m³)MINIMUM INSTALLED STORAGE**14.7 CUBIC FEET (0.42 m³)WEIGHT15.7 lbs.(7.1 kg)* ASSUMES 6" (150 mm) STONE ABOVE AND BELOW CHAMBER, 3" (75 mm) BETWEEN CHAMBERS**ASSUMES 6" (150 mm) STONE ABOVE AND BELOW END CAPS, 3" (75 mm) BETWEEN ROWS, 12" (300 mm) BEYOND END CAPSPRE-CORED HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "BPC"PRE-CORED HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "TPC"SC-800 TECHNICAL SPECIFICATIONNTS90.6" (2301 mm) ACTUAL LENGTH85.4" (2169 mm) INSTALLED LENGTHBUILD ROW IN THIS DIRECTIONCB51.0"(1295 mm)33.0"(838 mm)46.5" (1181 mm)12.2"(310 mm)STARTENDOVERLAP NEXT CHAMBER HERE(OVER SMALL CORRUGATION)32.6"(828 mm)SW-2NOT TO SCALEADS SC-800 TECH SPEC DETAIL 12-12-79 (3/99)-9c SEQR State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination of Non-Significance Project Number Date: This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Conservation Law. The as lead agency, has determined that the proposed action described below will not have a significant environmental impact and a Draft Impact Statement will not be prepared. Name of Action: SEQR Status:Type 1 G Unlisted G Conditioned Negative Declaration:G Yes G No Description of Action: Location:(Include street address and the name of the municipality/county. A location map of appropriate scale is also recommended.) SEQR Negative Declaration Page 2 of 2 Reasons Supporting This Determination: (See 617.7(a)-(c) for requirements of this determination ; see 617.7(d) for Conditioned Negative Declaration) If Conditioned Negative Declaration, provide on attachment the specific mitigation measures imposed, and identify comment period (not less than 30 days from date of pubication In the ENB) For Further Information: Contact Person: Address: Telephone Number: For Type 1 Actions and Conditioned Negative Declarations, a Copy of this Notice is sent to: Chief Executive Officer , Town / City / Village of Other involved agencies (If any) Applicant (If any) Environmental Notice Bulletin, 625 Broadway, Albany, NY 12233-1750 (Type One Actions only) PLANNING BOARD TOWN OF YORKTOWN RESOLUTION APPROVING PRELIMINARY SUBDIVISION LAYOUT FOR THE MJM SUBDIVISION RESOLUTION NUMBER: #00-00 DATE: ______ On motion of _____, seconded by _____, and unanimously voted in favor by Fon, LaScala, Bock, Garrigan, and Haughwout, the following resolution was adopted: WHEREAS, in accordance with the Planning Board's Land Development Regulations, Town of Yorktown Town Code Chapter 195, adopted February 4, 1969 and as amended, a formal application for the approval of a preliminary subdivision plan titled “Site Plan Prepared for MJM Land Development Corp.,” prepared by Site Design Consultants, dated May 28, 2025, last revised January 28, 2026, and was submitted to the Planning Board on behalf of John Gerbino (hereinafter referred to as “the Applicant”); and WHEREAS, the property owned by the Applicant is located at 3232 Gomer Street, Yorktown, also known as Section 17.18, Block 2, Lot 2 on the Town of Yorktown Tax Map (hereinafter referred to as “the Property”), and the applicant has represented to this Board that they are the lawful owners of the land within said subdivision; and WHEREAS, pursuant to SEQRA: 1. The action has been identified as an Unlisted action. 2. The Planning Board has been declared lead agency on <DATE>. 3. A negative declaration has been adopted on <DATE>, on the basis of a Full Environmental Assessment Form dated January 11, 2023. WHEREAS, the applicant has submitted as part of his application the following maps and documents: Improvement Plans 1. A drawing, sheet C-101, titled, “Site Plan,” prepared by Site Design Consultants, dated May 28, 2025, and last revised January 28, 2026; and 2. A drawing, sheet C-102, titled, “Existing Conditions Plan,” prepared by Site Design Consultants, dated May 28, 2025, and last revised January 28, 2026; and 3. A drawing, sheet C-103, titled, “Erosion & Sediment Control Plan,” prepared by Site Design Consultants, dated May 28, 2025, and last revised January 28, 2026; and 4. A drawing, sheet C-104, titled, “Improvement Plan,” prepared by Site Design Consultants, dated May 28, 2025, and last revised January 28, 2026; and 5. A drawing, sheet C-201, titled, “Driveway Profiles,” prepared by Site Design MJM Subdivision Resolution #00-00 Preliminary Subdivision Approval Page 2 of 5 Consultants, dated May 28, 2025, and last revised January 28, 2026; and 6. A drawing, sheet C-202, titled, “Driveway Profiles,” prepared by Site Design Consultants, dated May 28, 2025, and last revised January 28, 2026; and 7. A drawing, sheet C-203, titled, “Driveway Profiles,” prepared by Site Design Consultants, dated May 28, 2025, and last revised January 28, 2026; and 8. A drawing, sheet C-204, titled, “Roadway Profiles,” prepared by Site Design Consultants, dated May 28, 2025, and last revised January 28, 2026; and 9. A drawing, sheet C-205, titled, “Water Main Profiles,” prepared by Site Design Consultants, dated May 28, 2025, and last revised January 28, 2026; and 10. A drawing, sheet C-206, titled, “Sewer Main Profile,” prepared by Site Design Consultants, dated May 28, 2025, and last revised January 28, 2026; and 11. A drawing, sheet C-207, titled, “Stormwater Profiles,” prepared by Site Design Consultants, dated May 28, 2025, and last revised January 28, 2026; and 12. A drawing, sheet C-208, titled, “Stormwater Profiles,” prepared by Site Design Consultants, dated May 28, 2025, and last revised January 28, 2026; and 13. A drawing, sheet C-500, titled, “Notes,” prepared by Site Design Consultants, dated May 28, 2025, and last revised January 28, 2026; and 14. A drawing, sheet C-501, titled, “E&SC Details,” prepared by Site Design Consultants, dated May 28, 2025, and last revised January 28, 2026; and 15. A drawing, sheet C-502, titled, “Site and Stormwater Details,” prepared by Site Design Consultants, dated May 28, 2025, and last revised January 28, 2026; and 16. A drawing, sheet C-503, titled, “Water & Sewer Details,” prepared by Site Design Consultants, dated May 28, 2025, and last revised January 28, 2026; and 17. A drawing, sheet C-504, titled, “Stormwater Details,” prepared by Site Design Consultants, dated May 28, 2025, and last revised January 28, 2026; and Wetland/Tree Mitigation 18. A wetland delineation letter prepared by Steve Marino, PWS Tim Miller Associates, and Dated October 4, 2023; and 19. A letter responding to the Barton & Loguidice comments from January 15, 2024, prepared by Steve Marino, PWS Tim Miller Associates, and dated July 25, 2024; and 20. A letter regarding Chapter 270: Trees, prepared by Steve Marino, PWS Tim Miller Associates, and dated June 4, 2025; and 21. A letter regarding Chapter 270: Trees, prepared by Steve Marino, PWS Tim Miller Associates, and dated October 8, 2025; and 22. A letter regarding Chapter 270: Trees, prepared by Steve Marino, PWS Tim Miller Associates, and dated November 21, 2025; and 23. A letter regarding Chapter 270: Trees, prepared by Steve Marino, PWS Tim Miller Associates, and dated January 28, 2026; and 24. A drawing titled, “Wetland Mitigation Plan,” prepared by Steve Marino, PWS Tim Miller Associates, dated May 28, 2025, and last revised January 28, 2026; and MJM Subdivision Resolution #00-00 Preliminary Subdivision Approval Page 3 of 5 WHEREAS, the Planning Board has referred this application to the following boards and agencies and has received and considered reports of the following: Boards & Agencies Report Date Building Inspector 08/06/2024 Recreation Commission 03/06/2026 Conservation Board 04/26/2023, 11/10/2025 Town Engineer None received. Tree Conservation Advisory Committee 02/03/2026 Wetland/Tree Consultant 01/15/2024, 09/06/2024 (Barton & Loguidice) WHEREAS, the requirements of this Board's Land Development Regulations, inter alia Town Code Chapter 195, have been met; and WHEREAS, a Public Informational Hearing was held in accordance with Town Code Section §195-22A(5) of the Yorktown Town Code on the said subdivision application at the Town Hall in Yorktown Heights, New York on September 11, 2023; and WHEREAS, having reviewed all current site plans, building plans, environmental plans and reports, comments and reports from Town professional staff, the public, and other interested and involved agencies associated with the application before it; and having conducted a public hearing on the said site plan application in accordance with Town Code Section §195-22E commencing and closing on December 8, 2025, at Town Hall in Yorktown Heights, New York; and WHEREAS, the Planning Board was authorized by Town Board Resolution dated July 18, 2023, to apply flexibility standards pursuant to Yorktown Town Code Section 300-22, in order to promote development that is sensitive to the land by means of modifying the application of the zoning code’s bulk requirements with respect to yard setbacks, building height, lot frontage, lot coverage, lot area, and minimum floor area; and WHEREAS, the Applicant has proposed to widen a 660-foot segment of Cordial Road to 22 feet; and WHEREAS, the Highway Superintendent has reviewed the proposed new road connections and improvements to Cordial Road and after discussion with the Planning Department has no objection to the proposed subdivision layout and improvements to Cordial Road; and WHEREAS, the Planning Board shall review the recreation requirements of the subdivision prior to approval of the final subdivision plat; and MJM Subdivision Resolution #00-00 Preliminary Subdivision Approval Page 4 of 5 NOW BE IT RESOLVED, that the application of John Gerbino for approval of a preliminary subdivision plan titled “Site Plan Prepared for MJM Land Development Corp.,” prepared by Site Design Consultants, dated May 28, 2025, last revised January 28, 2026, be approved subject to the following modifications and conditions listed below; and BE IT FURTHER RESOLVED, pursuant to Section 195-23(J), said approval shall expire 180 days from the date of this resolution unless a plat in final form, for at least 10% of the number of lots, has been submitted to the Board as required in the Town Code §195-25A; and BE IT FURTHER RESOLVED, prior to deeming the application for Final Approval complete the following additional requirements: 1. Submission of fees as per town requirements in the form of separate checks made payable to the Town of Yorktown: Final Application Fee $2,250.00 ABACA $1,400.00 Recreation Fee $120,000.00 General Development Fee $8,640.00 2. Submission of a draft Conservation Easement. 3. Submission of a Plat and a Final Major Subdivision Application. BE IT FURTHER RESOLVED, the subdivision improvement plans shall be reviewed by the Advisory Board on Architecture & Community Appearance (ABACA); and BE IT FURTHER RESOLVED, the subdivision improvement plans shall be reviewed by the Yorktown Water Department; and BE IT FURTHER RESOLVED, in accordance with Town Code Chapter 248, Chapter 178, Section §300-228(A), and Chapter 270, the application of John Gerbino for the approval of a Stormwater Pollution Prevention Plan, Wetland, and Tree Removal Permit will be considered for approval separately for every lot; and BE IT FURTHER RESOLED, the applicant must submit separate site plans at a minimum scale of 1 inch = 20 feet for review by the Planning Board prior to issuance of a building permit on all proposed subdivision lots; and BE IT FURTHER RESOLVED, that the Planning Board shall determine the appropriate recreation required for the subdivision prior to final approval of the subdivision plat; and MJM Subdivision Resolution #00-00 Preliminary Subdivision Approval Page 5 of 5 BE IT FURTHER RESOLVED, that upon due consideration by the Board the requirement for sidewalks pursuant to Town of Yorktown Town Code §195-31 is hereby waived because no other street in the surrounding neighborhoods have sidewalks installed; and BE IT FURTHER RESOLVED, that this approval shall not authorize grading of land or any construction work on the site except as is necessary for the completion of studies required for the design and analysis of the map in final form. York Farms Estates John A. Tegeder, R.A. Ed Lachterman Director of Planning Town Supervisor TOWN OF YORKTOWN PLANNING DEPARTMENT Albert A. Capellini Community and Cultural Center, 1974 Commerce Street, Yorktown Heights, New York 10598, Phone (914) 962-6565, Fax (914) 962-3986 Crompond / Croton Heights / Huntersville / Jefferson Valley / Kitchawan / Mohegan Lake / Shrub Oak / Sparkle Lake / Teatown / Yorktown / Yorktown Heights MEMORANDUM To: Planning Board From: Planning Department Date: March 19, 2026 Subject: York Farm Estates SBL: 37.17-1-19 ____________________________________________________________________________________ Application This application proposes an amendment to the York Farm Estates approval to legalize four additional units that were not previously approved by the Planning Board Resolution #96-12, dated May 13, 1996. These units were also never granted Certificates of Occupancy by the Building Department. History The approved development consists of 79 townhouse units within the R-3 zone. The project was approved by Resolution #96-12 dated May 13, 1996. In said resolution, the Community Housing Board requested that, “A total of ten (10) of the dwelling units are to be dedicated to the Town of Yorktown Community Housing Program pursuant to the terms prescribed to by the Town. These ten (10) units shall be generally committed as follows: five (5) of the units shall be for senior citizens and five (5) for section 8 housing.” The applicant has submitted documentation of the required affordable housing units. The documentation has been referred to the Community Housing Board for review. Next Steps The Planning Board must determine if they support a variance for exceeding the maximum allowable FAR that the development will need to legalize these apartments. Respectfully submitted, Ian Richey Assistant Planner LOCATION MAPNOT TO SCALESheet of Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - DATE: SCALE: DRAWN BY: No. Revisions: Date Comments:0153060SCALE: 1"=30'-0"SITE DATA:OWNER / DEVELOPER:YORK ESTATES, LLC. 25 HILLSIDE AVENUEWHITE PLAINS, NY 10601PROJECT LOCATION: 1870 BALDWIN ROADYORKTOWN HEIGHTSEXISTING TOWN ZONING: R-3 RESIDENTIALTOWN TAX MAP DATA: SECTION 37.17, BLOCK 1, LOT 19SITE AREA : 7.84 ACRESSEWAGE FACILITIES: PUBLIC SEWERSWATER FACILITIES:PUBLIC WATER FACILITIESNOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.NOTE:1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEENTAKEN FROM SURVEY MAP PREPARED BY NAME OF SURVEYOR, DATED XX/XX/XX, LASTREVISED XX/XX/XX. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.COPYRIGHT © 2020 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDSAFE DIGBefore You Dig, Drill or Blast!CALL US TOLL FREE 811 or 1-800-962-7962NY Industrial Code Rule 753 requires no lessthan two working days notice, but not morethan ten days notice.www.digsafelynewyork.com1" = 30' PROJECT # 1 Site Plan PREPARED FOR YORK FARM ESTATES AMENDED SITE PLAN 1870 BALDWIN ROAD Westchester County, NYYorktown Heights 3/02/2026 JCR 1 25-36 F:\2025\25-36 WESTCHESTER MGMT (BERGMAN) - YORK FARM ESTATES\ENGINEERING\CAD\C3D-25-36 WESTCHESTER MGMT (BERGMAN) YORK FARM ESTATES\DWG\25-36 YORK FARM ESTATES SITE PLAN 3-02-26.DWG 1/16/2017 3:19:52 PM ZONING SCHEDULE:OWNER: MR. HENRY VAN TONGERENSEC 9.3, BLOCK 15, LOT 5ZONING ANALYSIS FOR R-3 DISTRICT:PROPERTY TAX MAP DATA:1872 BALDWIN ROAD, YORKTOWN, NY, 10598EXISTING REQUIRED:PROPOSED:LOT AREA:NET AREA:LOT WIDTH:# OF UNITS PERMITTED:FLOOR AREA RATIO:BUILDING HEIGHT:BUILDING COVERAGE:BUILDING SEPARATION:YARD SETBACKS:PARKING REQUIREMENTS:7.84 ACRES7.84 ACRES7.32 ACRES7.32 ACRES150' MIN.83PROPOSED:40' MAX.20% MAX.50' MIN. BETWEEN BUILDINGS50' SETBACK FOR EACH125150' MIN.790.2040' MAX.20% MAX.50' MIN. BETWEEN BUILDINGS50' SETBACK FOR EACH174VARIANCE REQUIRED:NONENONENONENONENONENONENONENONENONENONEFLOOR AREA RATIO CALCULATIONSUNIT STYLEUNIT TYPEUNIT FLOOR AREA (SF)NUMBER OF UNITSTOTAL FLOOR AREAABCDEONE BEDROOMONE BEDROOMONE BEDROOM+DENTWO BEDROOMTWO BEDROOMPRE-EXIST BLDGSTWO BUILDINGS---------60230030093878424527155314,4483,00025,32614,3703,9202,55163,615SUBTOTALF.A.R.0.199ADDITIONAL UNITS REQUIRING AMENDED APPROVALUNIT NUMBERUNIT TYPEUNIT FLOOR AREA (SF)NUMBER OF UNITSTOTAL FLOOR AREA535464A76AONE BEDROOMONE BEDROOM5123925435311ONE BEDROOMONE BEDROOM1115123925435311,978SUBTOTAL65,593SUBTOTALCOMBINED F.A.R.0.206UNIT 53UNIT 54UNIT 64AUNIT 76AUNIT DESIGNATIONS:UNIT 6, UNIT 41, UNIT 52,UNIT 65, UNIT 76UNIT 11, UNIT 19, UNIT 25,UNIT 31, UNIT 59AFFORDABLE/HOUSINGASSISTANCE DESIGNATED UNITS:SENIOR DESIGNATED UNITS:1 03/12/2026 UNIT CHART Jacob Road Solar A LOCAL LAW to amend Chapter 300 of the Code of the Town of Yorktown entitled “ZONING” Be it enacted by the Town Board of the Town of Yorktown as follows: Section I. Statement of Authority. This local law is authorized by the New York State Constitution, the provisions of the New York Municipal Home Rule Law, the relevant provisions of the Town Law of the State of New York, the laws of the Town of Yorktown and the general police power vested with the Town of Yorktown to promote the health, safety and welfare of all residents and property owners in the Town. Section II. Chapter 300 of the Code of the Town of Yorktown entitled “ZONING” is hereby amended in its entirety by replacing section 300-81.4 entitled “Solar power generation systems and facilities” with the following: § 300-81.4. Solar power generation systems and facilities. A.Statutory authority and jurisdiction. (1)This section is hereby enacted pursuant to the provision of § 10 of the Municipal Home Rule Law and §§ 261 and 263 of the Town Law of the State of New York, which authorize the Town of Yorktown to adopt zoning provisions that advance and protect the health, safety, and welfare of the community, and "to make provision for, so far as conditions may permit, the accommodation of solar energy systems and equipment and access to sunlight necessary therefor." (2)The authority to issue special use permits pursuant to this section is hereby delegated to the Planning Board. (3)References herein to zoning districts in the Town of Yorktown are references to such districts as described in this Chapter 300 of the Code of the Town of Yorktown. B.Statement of purpose and intent. (1)Solar energy is an abundant and nonpolluting energy resource that reduces fossil fuel emissions, reduces dependence on the electrical power grid that generates power from nonrenewable and nuclear sources of fuel, reduces impacts to residential and commercial property resulting from power interruptions resulting from man-made or natural events, and reduces the Town's energy load. (2)The use of solar energy to provide electrical power for the needs of the Town's residents and businesses is consistent with the Town of Yorktown's commitment to green infrastructure and practices, and consistent with its goal of promoting long-term sustainability. (3)This section is intended to regulate solar energy systems and the requisite provision of, and access to, adequate sunlight; to mitigate the potential impacts to neighboring properties, while promoting the use of solar energy systems in commercial and industrial districts, in accordance with applicable laws and regulations. (4)This section is adopted to advance and protect the public health, safety, and welfare of SOLAR LAW APPROVED AT MARCH 17, 2026 TOWN BOARD MEETING the Town of Yorktown, including: (a) Taking advantage of a safe, abundant, and nonpolluting energy resource; (b) Decreasing the cost of energy to the owners of commercial and residential properties, including single-family houses; and (c) Increasing employment and business development in the region by furthering the installation of solar energy systems; (d) Decreasing the use of fossil fuels, which reduces the carbon footprint of the Town, aids in energy independence of the Town and nation, and reduces polluting greenhouse gas emissions; (e) Increasing resiliency of the energy grid during storm events and times of peak energy demand. (5) The Town values its open space, naturalized areas, and rural character. Maintaining high environmental quality and values are a mainstay of the Town's efforts in its guidance and regulation of development in the Town. As such, the Town, in guiding the development of solar installations, will prioritize their placement on commercial properties over roofs and parking areas. C. Definitions. As used in this section, the following terms shall have the meanings indicated: ABACA — An acronym that refers to the Advisory Board on Architecture and Community Appearance. ACCESSORY USE — A use which is customarily incidental and subordinate to the principal use of a lot, water area or a building and located on the same lot or water area therewith. ALTERNATING CURRENT (AC) — An electric current that reverses direction at regular intervals, having a magnitude that varies continuously in sinusoidal manner. BUFFER, BUFFERING --- methods such as landscape vegetation, fencing, earth berms and any other materials or methods used to enhance the visual quality of a view or viewshed. BUILDING INTEGRATED PHOTOVOLTAIC SYSTEM — A combination of photovoltaic building components integrated into any building envelope system, such as vertical facades, including glass and other facade material, semitransparent skylight systems, roofing materials, and shading over windows. DIRECT CURRENT (DC) — An electric current of constant direction, having a magnitude that does not vary or varies only slightly. GROUND-MOUNTED SOLAR ENERGY SYSTEM — A solar energy system that is anchored to the ground or supported on a foundation, and attached to a pole, column, or other mounting system, and detached from any other structure for the primary purpose of producing electricity for on-site or off-site consumption. KILOWATT (kW) — A unit of electrical power equal to 1,000 watts, which constitutes the basic unit of electrical demand. A watt is a metric measurement of power (not energy) and is the rate (not the duration) at which electricity is used. One thousand kW is equal to one megawatt (MW). KILOWATT-HOUR (kWh) — A unit of energy equivalent to one kilowatt (kW) of power expended for one hour of time. LARGE-SCALE SOLAR ENERGY SYSTEM — A solar energy system that exceeds 25 kilowatts (kW) DC as rated by its nameplate capacity. The maximum system capacity and the maximum area of land upon which the system shall be erected are as follows: (1) Up to one megawatt AC on an area of land no larger than 10 acres, excluding any easement for accessing the parcel; or over one but not to exceed five megawatt AC on an area of land no larger than 20 acres, excluding any easement for accessing the parcel. LOT COVERAGE — That percentage of the lot area covered by the combined area of all buildings or structures on the lot. MAIN USE — A term used for purposes of this Chapter 300, Zoning, as denoting a set of specific uses of land for which each zone has as its intended primary permitted uses. MEGAWATT (MW) — Equal to 1,000 kilowatts; a measure of the use of electrical power. MEGAWATT-HOUR (MWh) — A unit of energy equivalent to one megawatt (MW) of power expended for one hour of time. PRINCIPAL USE — The main use conducted on a lot, dominant in area, extent or purpose to other uses which may also be on the lot. ROOF-MOUNTED SOLAR ENERGY SYSTEM — A solar panel system located on the roof of any legally permitted building or structure for the purpose of producing electricity for on-site or off-site consumption. SMALL-SCALE SOLAR ENERGY SYSTEM — A solar energy system that does not exceed more than 25 kW DC as rated by its nameplate capacity, and serves only the buildings or structures on the lot upon which the system is located. Nothing contained in this provision shall be construed to prohibit the sale of excess power through a net billing or net metering arrangement made in accordance with New York Public Service Law (§ 66-j) or similar state or federal statute. SCREEN, SCREENING --- Measures such as landscape vegetation, fencing, earth berms and any other materials or methods used to reduce or eliminate the ability to view or see solar panels and their supporting structures, accessory or supporting equipment. SOLAR ACCESS — Space open to the sun and substantially clear of overhangs or shade, including the orientation of streets and lots to the sun so as to permit the use of a solar energy system on individual properties. SOLAR ENERGY EQUIPMENT — Electrical energy storage devices, material, hardware, inverters, or other electrical equipment and conduit of photovoltaic devices associated with the production of electrical energy. SOLAR ENERGY SYSTEM — An electrical generating system composed of a combination of both solar panels and solar energy equipment. SOLAR PANEL — A photovoltaic device capable of collecting and converting solar energy into electrical energy and is normally attached to a building by mechanical means and is readily removable and replaceable or ground-mounted utilizing structural components. SOLAR POWER GENERATION SYSTEMS — See "solar energy system" definition. D. Applicability. (1) The requirements of this section shall apply to all solar energy systems and equipment installed or modified after the effective date of this section, excluding general maintenance and repair and building-integrated photovoltaic systems. (2) Roof-mounted small-scale solar energy systems installed on single- and two-family residential properties are subject to compliance with this chapter under authority of the Building Inspector, and do not require review and approval from the Planning Board. Roof-mounted solar energy systems mounted facing front yards or any yard facing the street must be referred to the ABACA for review and recommendation. The Building Inspector may refer the application and associated materials to the Planning Board for review and recommendation. E. Small-scale solar energy systems as an accessory use or structure. (1) Small-scale solar energy systems are permitted through the issuance of a special use permit within all zoning districts, subject to the requirements set forth in this section, including site plan approval. Applications for the installation of a small-scale solar energy system shall be reviewed by the Planning Department and referred, with comments, to the Planning Board for its review and action, which can include approval, approval with conditions, and denial, unless otherwise cited by Subsection D(2) of this section. Where a solar energy system will require a tree removal permit, the application shall be referred to the Tree Conservation Advisory Commission. (2) Roof-mounted solar energy systems. (a) Roof-mounted solar energy systems that use the electricity on site or off site are permitted as an accessory use in all zoning districts when attached to any lawfully permitted building or structure. (b) Height. Solar energy systems shall not exceed the maximum height restrictions of the zoning district within which they are located and are provided the same height exemptions granted to building-mounted mechanical devices or equipment. (c) Aesthetics. Roof-mounted solar energy system installations shall incorporate, when feasible, the following design requirements: [1] Panels installed on pitched roofs and facing the front yard must be mounted at the same angle as the roof's surface with a maximum distance of 18 inches between the roof and highest edge of the system. Panels installed on flat roofs must be installed so that they are not visible or suitably screened. (3) Ground-mounted solar energy systems. (a) Ground-mounted solar energy systems that use the electricity primarily on site are permitted as accessory structures in all zoning districts. (b) Setback and height. Ground-mounted small-scale solar energy systems shall adhere to the setback requirements of the underlying zoning district but shall not be less than 30 feet in the R2, R1-10, R1-20, and R1-40 and 50 feet in all other residential zones. Solar panels shall not exceed 10 feet in height in residential zones and 20 feet in height in all other zones. (c) The surface area covered by ground-mounted solar panels, the areas between panels and any related equipment shall be included in total lot coverage, and shall not exceed 50% of the area of the lot, inclusive of all principal and accessory structures on the lot, as required by the underlying zone. (d) All such systems in residential districts shall be installed on properties that are a minimum of two acres in size or more and shall be installed in the side or rear yards. (e) Landscape screening and buffering shall be required. A ground-mounted solar energy system shall be screened from adjacent residential properties, streets or roads on which it fronts or is visible from, and any other views which the Planning Board determines is necessary. The Planning Board may require substantially mature screening, as appropriate in its discretion. F. Approval standards for large-scale solar systems. (1) Large-scale solar energy systems are prohibited in residential districts, but permitted through the issuance of a special use permit within all other zoning districts, subject to the requirements set forth in this section, including site plan approval. Large-scale solar energy systems are not permitted as a sole, principal use on properties within nonresidential zones. Applications for the installation of a large-scale solar energy system shall be submitted to the Planning Board for its review and action, which can include approval, approval with conditions, and denial. Where a solar energy system will require a tree removal permit, the application shall be referred to the Tree Conservation Advisory Commission. Notwithstanding the prohibition of Large-scale solar energy systems in residential districts, any Large-scale solar energy systems existing within the Town as of January 1, 2025 (“Existing Large-scale solar energy system”) shall be considered a legal non-conforming use, and shall be governed by the provisions set forth herein. (2) Special use permit application requirements. For a special permit application, the requirements of § 195-40 shall be met unless otherwise waived by the Planning Board, and as supplemented by the following provisions. (a) If the property of the proposed project is to be leased, legal consent between all parties, specifying the use(s) of the land for the duration of the project, including easements and other agreements, shall be submitted. (b) Site plans, survey and other documentation required by the Planning Board showing the layout of the solar energy system signed by a professional engineer or registered architect shall be required. (c) The equipment specification sheets shall be documented and submitted for all photovoltaic panels, significant components, mounting systems, and inverters that are to be installed. (d) Property operation and maintenance plan. Such plan shall describe continuing photovoltaic maintenance and property upkeep, such as mowing and trimming. (e) A statement detailing the loss of trees and other vegetation to be removed and the quantity of carbon sequestered by said trees and vegetation using the "Method for Calculating Carbon Sequestration by Trees in Urban and Suburban Settings" of the U.S. Department of Energy, or other recognized methodology and a comparison of this data to the reduction of carbon emissions representative of the electrical output of the proposed facility that would have been produced from a traditional fossil fuel electrical generation plant. (3) Special use permit standards. (a) Height and setback. Large-scale solar energy systems shall adhere to a minimum of a 150-feet setback requirement, which may be increased by the Planning Board as appropriate in its discretion. If the vertical elevation rises 50 feet or greater in the horizontal distance from the 150 feet setback line to 100 feet beyond the property line the required setback shall increase by a factor of two. The Planning Board can increase the minimum setback if they determine necessary to achieve the most effective visual screening or buffering. Screening pursuant to paragraph (g) shall not be required to comply with setbacks requirements. The height of ground- mounted systems shall be no greater than 12 feet in all zones, except that ground -mounted canopy systems shall be no greater than 20 feet in all zones. Roof-mounted systems shall be limited to the height requirements of the underlying zone except that panels installed on flat roofs must be installed so that they are not visible or are suitably screened. (b) Lot size. Large-scale energy systems in nonresidential zones shall comply with the requirement in the underlying zone. (c) Lot coverage. A large-scale solar energy system that is ground-mounted shall not exceed 50% of the lot on which it is installed. The surface area covered by solar panels shall be included in total lot coverage. Where a solar energy system is not the principal use of the site, the lot coverage may exceed that of the underlying zone, but in no case shall exceed 50%, including all principal and accessory structures on the lot as required by the underlying zone. (d) All ground-mounted large-scale energy systems shall be enclosed by fencing to prevent unauthorized access. Warning signs with the owner's contact information shall be placed on the entrance and perimeter of the fencing. The type of fencing shall be determined by the Planning Board. The fencing and the system may be further screened by any landscaping needed to avoid adverse aesthetic impacts. Fencing for ground-mounted systems that function as canopies or carports above parking areas may not be required, provided that the Planning Board determines the visual and aesthetic impacts to the surrounding area is not significantly adversely affected. (e) Any application under this section shall meet any substantive provisions contained in site plan requirements in the Chapter 195 of the Town Code entitled "Land Development" and Chapter 300 of the Town Code entitled "Zoning" that, in the judgment of the Planning Board, are applicable to the system being proposed. The Planning Board may waive one or more of the requirements therein. (f) The Planning Board may impose conditions on its approval of any special use permit under this section in order to enforce the standards referred to in this section or in order to discharge its obligations under the State Environmental Quality Review Act (SEQRA). (g) Screening and buffering shall be required. A landscape plan shall be submitted and approved by the Planning Board. Large-scale solar energy systems shall be screened from residential structures on adjacent properties , streets or roads on which it fronts or is visible from, and any other views, which the Planning Board determines is necessary. Where grade differential from adjacent residential properties is of such magnitude that nullifies the effectiveness of screening and buffering measures, the Planning Board shall only be required to minimize the views of the solar facility to the greatest extent reasonably practicable. Views from adjacent commercial properties shall be minimized to the extent reasonably practicable and screened from streets or roads to the extent reasonably practicable on which it fronts. Screening and buffering of systems that function as canopies or carports above parking areas may not be required, provided that the Planning Board determines the visual and aesthetic impacts to the surrounding area is not significantly adversely affected. Screening and buffering may be accomplished using architectural features, earth berms, landscaping, or other screening methods that will harmonize with the character of the property and surrounding area. Native pollinator (birds, bats, bees, and multiple species of insects) habitats may be required to be established on a solar energy system where appropriate. Such habitats may consist of short-growing, low-maintenance, native seed mix underneath and around panels, diverse pollinator seed mix in between panels, buffers of vegetation that attract and benefit pollinators, and native flowering plants and grasses. The Planning Board may require substantially mature screening, as appropriate in its discretion. (h) Mitigation for tree loss under Chapter 270, when required, will be developed to mitigate for the carbon sequestration ability of the removed trees to the greatest extent practicable. (i) The owner, operator or manager of any large-scale solar power generation system shall be required to conduct annual inspections of the site's approved landscaping, screening, buffering, and any other required vegetative plantings or structures required under the approval. The inspection shall ascertain the health, effectiveness, condition and viability of such landscaping, screening, buffering, and any other required vegetative plantings or structures. The findings of each annual inspection shall be reported to the Town Engineer as a written report with photographs where necessary. Any dead or diseased vegetative material or any other deficiencies shall be promptly replaced or repaired by the site owner, operator, or manager. If such diseased, dead or deficient material is not promptly replaced or repaired to the satisfaction of the Town Engineer, the Town Engineer shall exercise enforcement action pursuant to § 300-199, Screening, drainage facilities and buffer strips. (j) For large-scale solar energy systems proposed to be installed on protected woodlands, the applicant shall provide an in-depth analysis of the functions of the woodlands to include, as appropriate, the items listed in § 270-3. G. Abandonment and decommissioning. (1) All applications for a solar farm shall be accompanied by a decommissioning plan to be implemented upon abandonment, or cessation of activity, or in conjunction with removal of the facility, prior to issuance of a building permit. The Planning Board shall require the applicant to file a decommissioning bond prior to the issuance of any permits in an amount sufficient to cover the cost of decommissioning throughout the useful life of the solar farm. The Bond shall be in the form of a performance bond issued by a reputable bonding company representing 80% of the cost of decommissioning, with the remaining 20% in the form of a cash bond. (2) If the applicant begins but does not complete construction of the project within 18 months after receiving final site plan approval, this may be deemed abandonment of the project and require implementation of the decommissioning plan to the extent applicable. (3) The decommissioning plan must ensure that the site will be restored to a useful, nonhazardous condition without delay, including, but not limited to, the following: (a) A cost estimate detailing the projected cost of executing the decommissioning plan shall be prepared by a professional engineer or contractor. Cost estimations shall 9 take into account inflation. (b) Removal of aboveground and below-ground equipment, structures and foundations. (c) Restoration of the surface grade and soil after removal of equipment. (d) Revegetation of restored soil areas with native seed mixes, excluding any invasive species. The Planning Board may require restoration of former forested areas using native species formerly on the site, and at a rate that will ensure the survival and maturation of the forest. (e) The plan shall include a timeframe for the completion of site restoration work. (4) Solar energy systems are deemed abandoned after one year without electrical energy generation and must be removed from the property. Applications for extensions are reviewed by the Planning Board and may be extended for a period of one year. The maximum number of extensions is five. At the expiration of the system, it must be decommissioned. (5) If the large scale solar energy system is not decommissioned after being considered abandoned, the municipality may remove the system and restore the property and impose a lien on the property to cover the costs to the municipality. H. Enforcement. Any violation of this Solar Energy Law shall be subject to the same civil and criminal penalties provided for in Chapter 300, Zoning, of the Code of Town of Yorktown. I. Payments in lieu of taxes. To the extent any real property with a solar energy system authorized hereunder is exempt from taxation to the extent of any increase in the assessed value thereof by reason of the inclusion of such solar energy system under New York Real Property Tax Law § 487, the property owner shall be required to enter a contract with the Town for payments in lieu of taxes ("PILOT"), as set forth in NY RPTL § 487(9). The amount of such PILOT shall be set by the Town Board, upon recommendation of the Town Assessor. Said recommendation shall be based upon industry-recognized standards [e.g., the New York State Energy Research and Development Authority (NYSERDA) PILOT calculators]. Under NY RPTL § 487, solar energy systems are not exempt from special district ad valorem taxes, which will be the responsibility of the property owner in addition to any PILOT payments. J. Lock box. All large-scale solar energy systems shall maintain an emergency key box on site to provide for emergency access to the system and to provide for the storage of vital system information. K. Compliance with all laws. Solar energy systems shall comply with all applicable laws, including, as applicable, the Fire Code of the State of New York. 10 L. Grandfathering. Notwithstanding anything to the contrary in this § 300-81.4, the prohibition on Large-scale solar energy systems in residential districts shall not apply to the project proposed in a certain special use permit application for Jacob Road Solar (“Grandfathered Project”), but only if the Grandfathered Project: (1) adheres to the dimensional and bulk requirements of this section (e.g., 150-feet set back minimum, 12-feet height maximum); (2) which is a Community Solar project, commits to providing Yorktown residents a 90-day period to enroll, prior to the potential for enrollment of non-Yorktown residents; and (3) signs a deed restriction to be recorded against the property that prohibits the creation, construction, installation, and development of battery energy storage systems also know as BESS. Section III. Severability. If any clause, sentence, phrase, paragraph or any part of this local law shall for any reason be adjudicated finally by a court of competent jurisdiction to be invalid, such judgment shall not affect, impair or invalidate the remainder of this local law, but shall be confined in its operation and effect to the clause, sentence, phrase, paragraph or part thereof, directly involved in the controversy or action in which such judgment shall have been rendered. It is hereby declared to be the legislative intent that the remainder of this local law would have been adopted had any such provisions been excluded. Section IV. Repeal All ordinances, local laws and parts thereof inconsistent with this Local Law are hereby repealed to the extent of such inconsistency. Section V. Effective Date. This local law shall become effective upon filing in the office of the Secretary of State in accordance with the provisions of the Municipal Home Rule Law. From:Walt Daniels To:Robyn Steinberg Subject:Re: Jacob Road Solar Trail Date:Wednesday, January 21, 2026 5:50:17 PM CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Thanks for the update. John sent me the map last night and I have walked that route in the past and it is technically not a problem building a trail there. Since there is 150' buffer there is plenty of room for a trail in the buffer and screening can be on either side of the the trail depending on what screening the neighbors want. The view for the hikers is either backyards or fence with screening on one side or the other. Walt Daniels On Wed, Jan 21, 2026 at 3:49 PM Robyn Steinberg <rsteinberg@yorktownny.gov> wrote: Walt, Attached is the revised plan that will be presented by Jacob Road Solar on Monday night. They relocated the trail to the west side of the array. We didn’t have it on this side because the neighbors did not want it there, so this layout will probably find more pushback from additional neighbors, but wanted to make you aware. Robyn ************************************************* Robyn A. Steinberg, AICP, CPESC Town of Yorktown Planning Department Albert A. Capellini Community & Cultural Center 1974 Commerce Street, Room 222 Yorktown Heights, NY 10598 Phone: 914-962-6565 Email: rsteinberg@yorktownny.gov Web: http://www.yorktownny.gov/planning TREE SURVEY Date completed:July 30, 2024 Prepared by:Nicholas Vamvas, LaBella Assoc. TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 123 Sugar maple Acer saccharum 8 N N N Y 1 130 Sugar maple Acer saccharum 10 N N N Y 1 133 White ash Fraxinus americana 9 N N Y Y 0 135 Sugar maple Acer saccharum 23 N N N Y 1 139 Sugar maple Acer saccharum 8 N N N N 0 140 White ash Fraxinus americana 17 N N Y Y 0 154 Sassafras Sassafras albidum 10 N N N Y 1 157 Red maple Acer rubrum 10 N N N Y 1 158 Sugar maple Acer saccharum 13 N N N Y 1 161 Sugar maple Acer saccharum 8 N N N Y 1 162 Sugar maple Acer saccharum 8 N N N Y 1 163 Sugar maple Acer saccharum 18 N N N Y 1 164 Sugar maple Acer saccharum 9 N N N Y 1 165 Sugar maple Acer saccharum 11 N N N Y 1 170 Red maple Acer rubrum 14 N N N Y 1 176 Sugar maple Acer saccharum 14 N N N Y 1 188 Sugar maple Acer saccharum 9 N N N Y 1 189 Sugar maple Acer saccharum 8 N N N Y 1 190 Sugar maple Acer saccharum 8 N N N Y 1 198 Sugar maple Acer saccharum 10 N N N Y 1 200 Red maple Acer rubrum 19 N N N Y 1 929 Black birch Betula lenta 14 N N N Y 1 930 Red maple Acer rubrum 8 N N N Y 1 931 Red maple Acer rubrum 12 N N N Y 1 932 White ash Fraxinus americana 14 N N Y Y 0 933 Black birch Betula lenta 14 N N Y Y 0 934 American beech Fagus grandifolia 9 N N N Y 1 935 Bitternut hickory Carya cordiformis 18 N N N Y 1 936 Tulip poplar Liriodendron tulipifera 15 N N N Y 1 937 Sugar maple Acer saccharum 13 N N N Y 1 938 White ash Fraxinus americana 18 N N Y Y 0 939 Black oak Quercus velutina 14 N N Y N 0 940 Red maple Acer rubrum 15 N N Y Y 0 941 Red maple Acer rubrum 13 N N N Y 1 942 Sugar maple Acer saccharum 11 N N N Y 1 943 Red maple Acer rubrum 11 N N N Y 1 944 Red maple Acer rubrum 15 N N N N 0 945 Red maple Acer rubrum 10 N N N Y 1 946 Black birch Betula lenta 8 N N N Y 1 947 Black birch Betula lenta 15 N N N Y 1 948 Red maple Acer rubrum 20 N N N Y 1 949 Red maple Acer rubrum 19 N N N Y 1 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 950 Red maple Acer rubrum 13 N N N Y 1 951 Red maple Acer rubrum 12 N N N Y 1 952 Red maple Acer rubrum 13 N N N Y 1 953 Black oak Quercus velutina 13 N N N Y 1 954 Black birch Betula lenta 10 N N N Y 1 955 Sugar maple Acer saccharum 9 N N N Y 1 956 Black birch Betula lenta 9 N N N Y 1 957 Red maple Acer rubrum 13 N N N Y 1 958 Black oak Quercus velutina 13 N N N Y 1 959 Black oak Quercus velutina 17 N N N Y 1 960 Red maple Acer rubrum 13 N N N Y 1 961 Black birch Betula lenta 8 N N N Y 1 962 Red oak Quercus rubra 9 N N N Y 1 963 Black oak Quercus velutina 8 N N N Y 1 964 Black oak Quercus velutina 16 N N N Y 1 965 Black birch Betula lenta 9 N N N Y 1 966 Red maple Acer rubrum 11 N N N Y 1 967 Red maple Acer rubrum 9 N N N Y 1 968 Black oak Quercus velutina 12 N N N Y 1 969 Red maple Acer rubrum 8 N N N Y 1 970 Red maple Acer rubrum 15 N N N Y 1 971 Black birch Betula lenta 8 N N N Y 1 972 Red maple Acer rubrum 14 N N N Y 1 973 Black oak Quercus velutina 13 N N N Y 1 974 Black birch Betula lenta 9 N N N Y 1 975 Black birch Betula lenta 9 N N N Y 1 976 Red maple Acer rubrum 15 N N N Y 1 977 Black oak Quercus velutina 14 N N N Y 1 978 Black oak Quercus velutina 14 N N N Y 1 979 Black oak Quercus velutina 20 N N N Y 1 980 Black birch Betula lenta 9 N N N Y 1 981 Black cherry Prunus serotina 8 N N N Y 1 982 Black oak Quercus velutina 12 N N N Y 1 983 Black birch Betula lenta 8 N N N Y 1 984 Black birch Betula lenta 8 N N N Y 1 985 Black oak Quercus velutina 12 N N N Y 1 986 Black oak Quercus velutina 12 N N N Y 1 987 Black oak Quercus velutina 14 N N N Y 1 988 Red oak Quercus rubra 16 N N N Y 1 989 Black oak Quercus velutina 13 N N N Y 1 990 Black oak Quercus velutina 10 N N N Y 1 991 Black oak Quercus velutina 12 N N N Y 1 992 Black oak Quercus velutina 15 N N N Y 1 993 Black oak Quercus velutina 24 N N N Y 1 994 Red oak Quercus rubra 13 N N N Y 1 995 Black birch Betula lenta 13 N N N Y 1 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 996 Black oak Quercus velutina 9 N N N Y 1 997 Black oak Quercus velutina 9 N N N Y 1 998 Black oak Quercus velutina 22 N N N Y 1 999 Black oak Quercus velutina 12 N N N Y 1 1000 Black oak Quercus velutina 13 N N N Y 1 1001 Pignut hickory Carya ovata 11 N N N Y 1 1002 Red oak Quercus rubra 15 N N N Y 1 1003 Sugar maple Acer saccharum 12 N N N Y 1 1004 Sugar maple Acer saccharum 13 N N N Y 1 1005 Red maple Acer rubrum 11 N N N Y 1 1006 Sugar maple Acer saccharum 11 N N N Y 1 1007 Sugar maple Acer saccharum 10 N N N Y 1 1008 Sugar maple Acer saccharum 13 N N N Y 1 1009 Sugar maple Acer saccharum 15 N N N Y 1 1010 Red maple Acer rubrum 15 N N N Y 1 1011 Sugar maple Acer saccharum 9 N N N Y 1 1012 Sugar maple Acer saccharum 15 N N N Y 1 1013 Black cherry Prunus serotina 14 N N N Y 1 1014 Black oak Quercus velutina 24 N N N Y 1 1015 Sugar maple Acer saccharum 11 N N N Y 1 1016 Red oak Quercus rubra 15 N N N Y 1 1017 Black oak Quercus velutina 23 N N N Y 1 1018 Sugar maple Acer saccharum 17 N N N Y 1 1019 Black oak Quercus velutina 24 N N N Y 1 1020 Black oak Quercus velutina 19 N N N Y 1 1021 Red maple Acer rubrum 10 N N N Y 1 1022 Black oak Quercus velutina 27 Y N N Y 1 1023 Black oak Quercus velutina 16 N N N Y 1 1024 Black cherry Prunus serotina 8 N N N Y 1 1025 Red maple Acer rubrum 10 N N N N 0 1026 Cottonwood Populus deltoides 16 N N N N 0 1027 Sugar maple Acer saccharum 8 N N N N 0 1028 Sugar maple Acer saccharum 8 N N N Y 1 1029 Cottonwood Populus deltoides 16 N N N N 0 1030 Cottonwood Populus deltoides 15 N N N N 0 1031 Red maple Acer rubrum 12 N N N N 0 1032 Red maple Acer rubrum 13 N N N N 0 1033 Red maple Acer rubrum 16 N N N N 0 1034 Black birch Betula lenta 13 N N N Y 1 1035 Cottonwood Populus deltoides 19 N N N Y 1 1036 Cottonwood Populus deltoides 20 N N N Y 1 1037 Black oak Quercus velutina 24 N N N Y 1 1038 Red maple Acer rubrum 10 N N N Y 1 1039 White ash Fraxinus americana 16 N N Y Y 0 1040 Black cherry Prunus serotina 12 N N N Y 1 1041 Red oak Quercus rubra 13 N N N Y 1 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 1042 Sugar maple Acer saccharum 15 N N N Y 1 1043 Red maple Acer rubrum 13 N N N Y 1 1044 Red maple Acer rubrum 22 N N N Y 1 1045 Red maple Acer rubrum 13 N N N Y 1 1046 Black oak Quercus velutina 18 N N N Y 1 1047 Red maple Acer rubrum 11 N N N Y 1 1048 Red maple Acer rubrum 9 N N N Y 1 1049 Red maple Acer rubrum 10 N N N Y 1 1050 Red maple Acer rubrum 17 N N N Y 1 1051 Black oak Quercus velutina 23 N N N Y 1 1052 Black birch Betula lenta 17 N N N Y 1 1053 Black birch Betula lenta 13 N N N Y 1 1054 Black birch Betula lenta 12 N N N Y 1 1055 Red maple Acer rubrum 19 N N N Y 1 1056 Black oak Quercus velutina 17 N N N Y 1 1057 Black birch Betula lenta 15 N N N N 0 1058 Black birch Betula lenta 9 N N N N 0 1059 Sugar maple Acer saccharum 18 N N N N 0 1060 White ash Fraxinus americana 25 Y N Y N 0 1061 Sugar maple Acer saccharum 13 N N N N 0 1062 Sugar maple Acer saccharum 9 N N N N 0 1063 White oak Quercus alba 28 Y N N N 0 1064 Sugar maple Acer saccharum 11 N N N N 0 1065 Sugar maple Acer saccharum 11 N N N N 0 1066 Red oak Quercus rubra 9 N N N N 0 1067 Red maple Acer rubrum 16 N N N Y 1 1068 Red maple Acer rubrum 8 N N N N 0 1069 Black birch Betula lenta 13 N N N N 0 1070 Sugar maple Acer saccharum 10 N N N N 0 1071 Sugar maple Acer saccharum 9 N N N N 0 1072 Sugar maple Acer saccharum 16 N N N N 0 1073 Sugar maple Acer saccharum 9 N N N N 0 1074 Red maple Acer rubrum 14 N N N N 0 1075 Black cherry Prunus serotina 10 N N N N 0 1076 Norway maple Acer platanoides 18 N Y N N 0 1077 Black oak Quercus velutina 22 N N N N 0 1078 Black birch Betula lenta 11 N N N N 0 1079 Red maple Acer rubrum 10 N N N Y 1 1080 Red maple Acer rubrum 14 N N N Y 1 1081 Red maple Acer rubrum 9 N N N Y 1 1082 Sugar maple Acer saccharum 14 N N N Y 1 1083 Black birch Betula lenta 14 N N N Y 1 1084 Black birch Betula lenta 16 N N N Y 1 1085 Black birch Betula lenta 19 N N N Y 1 1086 Tulip poplar Liriodendron tulipifera 18 N N N Y 1 1087 Black birch Betula lenta 12 N N N Y 1 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 1088 Tulip poplar Liriodendron tulipifera 16 N N N Y 1 1089 Tulip poplar Liriodendron tulipifera 17 N N N Y 1 1090 Black birch Betula lenta 14 N N N N 0 1091 Red maple Acer rubrum 10 N N N N 0 1092 Black cherry Prunus serotina 10 N N N N 0 1093 American beech Fagus grandifolia 8 N N N N 0 1094 Black birch Betula lenta 8 N N N N 0 1095 Shagbark hickory Carya ovata 15 N N N N 0 1096 Black birch Betula lenta 10 N N N Y 1 1097 Black birch Betula lenta 14 N N N Y 1 1098 Black birch Betula lenta 15 N N N Y 1 1099 Black birch Betula lenta 19 N N N Y 1 1100 Black cherry Prunus serotina 15 N N N N 0 1101 Black birch Betula lenta 16 N N N N 0 1102 Tulip poplar Liriodendron tulipifera 27 Y N N Y 1 1103 Tulip poplar Liriodendron tulipifera 28 Y N N Y 1 1104 Red maple Acer rubrum 8 N N N N 0 1105 Shagbark hickory Carya ovata 25 Y N N N 0 1106 Red maple Acer rubrum 12 N N N N 0 1107 Shagbark hickory Carya ovata 13 N N N N 0 1108 Shagbark hickory Carya ovata 8 N N N N 0 1109 Sugar maple Acer saccharum 8 N N N N 0 1110 Shagbark hickory Carya ovata 19 N N N N 0 1111 Shagbark hickory Carya ovata 18 N N N N 0 1112 Shagbark hickory Carya ovata 8 N N N N 0 1113 Shagbark hickory Carya ovata 16 N N N N 0 1114 Shagbark hickory Carya ovata 10 N N N N 0 1115 Shagbark hickory Carya ovata 16 N N N N 0 1116 Black cherry Prunus serotina 10 N N Y N 0 1117 Shagbark hickory Carya ovata 14 N N N N 0 1118 Shagbark hickory Carya ovata 12 N N N N 0 1119 Black birch Betula lenta 12 N N N N 0 1120 Black oak Quercus velutina 13 N N N N 0 1121 Black oak Quercus velutina 9 N N N N 0 1122 Black oak Quercus velutina 16 N N N N 0 1123 Black oak Quercus velutina 16 N N N N 0 1124 Shagbark hickory Carya ovata 9 N N N N 0 1125 Shagbark hickory Carya ovata 15 N N N N 0 1126 Shagbark hickory Carya ovata 14 N N N N 0 1127 Shagbark hickory Carya ovata 14 N N N N 0 1128 Sugar maple Acer saccharum 8 N N N N 0 1129 Shagbark hickory Carya ovata 24 N N N N 0 1130 American beech Fagus grandifolia 9 N N N N 0 1131 Shagbark hickory Carya ovata 9 N N N N 0 1132 Tulip poplar Liriodendron tulipifera 18 N N N N 0 1133 Black oak Quercus velutina 13 N N N N 0 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 1134 Black oak Quercus velutina 18 N N N Y 1 1135 Black birch Betula lenta 11 N N N Y 1 1136 Black birch Betula lenta 15 N N N Y 1 1137 Red maple Acer rubrum 10 N N N Y 1 1138 Black oak Quercus velutina 16 N N N Y 1 1139 Red maple Acer rubrum 16 N N N Y 1 1140 Red maple Acer rubrum 19 N N N Y 1 1141 Red maple Acer rubrum 13 N N N Y 1 1142 Black birch Betula lenta 14 N N N Y 1 1143 Black birch Betula lenta 14 N N N Y 1 1144 Sassafras Sassafras albidum 12 N N N Y 1 1145 Red maple Acer rubrum 12 N N N Y 1 1146 Cottonwood Populus deltoides 16 N N N Y 1 1147 Red maple Acer rubrum 25 Y N N Y 1 1148 Black birch Betula lenta 14 N N N Y 1 1149 Shagbark hickory Carya ovata 8 N N N N 0 1150 Shagbark hickory Carya ovata 10 N N N N 0 1151 Black cherry Prunus serotina 15 N N Y Y 0 1152 Black oak Quercus velutina 19 N N N N 0 1153 Shagbark hickory Carya ovata 40 Y N N N 0 1154 Sugar maple Acer saccharum 9 N N N N 0 1155 Shagbark hickory Carya ovata 25 Y N N N 0 1156 Black birch Betula lenta 9 N N N N 0 1157 Tulip poplar Liriodendron tulipifera 17 N N N N 0 1158 Shagbark hickory Carya ovata 10 N N N N 0 1159 Black birch Betula lenta 15 N N N N 0 1160 Black oak Quercus velutina 14 N N N N 0 1161 Black oak Quercus velutina 9 N N N N 0 1162 Sugar maple Acer saccharum 8 N N N N 0 1163 Black oak Quercus velutina 16 N N N N 0 1164 Shagbark hickory Carya ovata 10 N N N N 0 1165 Sugar maple Acer saccharum 12 N N N N 0 1166 White oak Quercus alba 11 N N N N 0 1167 Black oak Quercus velutina 13 N N N N 0 1168 Cottonwood Populus deltoides 18 N N N Y 1 1169 Black oak Quercus velutina 16 N N N Y 1 1170 Black birch Betula lenta 14 N N N Y 1 1171 Black birch Betula lenta 10 N N N Y 1 1172 Shagbark hickory Carya ovata 10 N N N N 0 1173 Cottonwood Populus deltoides 13 N N N N 0 1174 Shagbark hickory Carya ovata 14 N N N N 0 1175 Shagbark hickory Carya ovata 17 N N N N 0 1176 Red maple Acer rubrum 9 N N N N 0 1177 Shagbark hickory Carya ovata 14 N N N N 0 1178 Red maple Acer rubrum 8 N N N N 0 1179 Red maple Acer rubrum 8 N N N N 0 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 1180 Red maple Acer rubrum 8 N N N N 0 1181 Black birch Betula lenta 10 N N N N 0 1182 Red maple Acer rubrum 9 N N N N 0 1183 Red maple Acer rubrum 9 N N N N 0 1184 Red maple Acer rubrum 9 N N N N 0 1185 Red maple Acer rubrum 10 N N N N 0 1186 Red maple Acer rubrum 14 N N N N 0 1187 Red maple Acer rubrum 10 N N N Y 1 1188 Red maple Acer rubrum 16 N N N Y 1 1189 Black oak Quercus velutina 15 N N N Y 1 1190 Black birch Betula lenta 11 N N N Y 1 1191 Black birch Betula lenta 11 N N N Y 1 1192 Red maple Acer rubrum 21 N N N Y 1 1193 Red maple Acer rubrum 9 N N N Y 1 1194 Red maple Acer rubrum 10 N N N Y 1 1195 Red oak Quercus rubra 15 N N N Y 1 1196 Red maple Acer rubrum 9 N N N Y 1 1197 Black oak Quercus velutina 16 N N N Y 1 1198 Black oak Quercus velutina 14 N N N Y 1 1199 Black oak Quercus velutina 15 N N N Y 1 1200 Black oak Quercus velutina 14 N N N Y 1 1201 Red maple Acer rubrum 17 N N N Y 1 1202 Black oak Quercus velutina 13 N N N Y 1 1203 Black birch Betula lenta 10 N N N Y 1 1204 Red maple Acer rubrum 9 N N N Y 1 1205 Black oak Quercus velutina 14 N N N Y 1 1206 Red oak Quercus rubra 13 N N N Y 1 1207 Black oak Quercus velutina 8 N N N Y 1 1208 Black oak Quercus velutina 8 N N N Y 1 1209 Black oak Quercus velutina 9 N N N Y 1 1210 Black oak Quercus velutina 10 N N N Y 1 1211 Red oak Quercus rubra 14 N N N Y 1 1212 American beech Fagus grandifolia 9 N N N Y 1 1213 Red maple Acer rubrum 10 N N N Y 1 1214 Black oak Quercus velutina 18 N N N Y 1 1215 Black oak Quercus velutina 17 N N N Y 1 1216 Sugar maple Acer saccharum 9 N N N Y 1 1217 Red maple Acer rubrum 14 N N N Y 1 1218 Shagbark hickory Carya ovata 12 N N N Y 1 1219 Black oak Quercus velutina 10 N N N Y 1 1220 Black oak Quercus velutina 10 N N N Y 1 1221 Black oak Quercus velutina 12 N N N Y 1 1222 Black oak Quercus velutina 11 N N N Y 1 1223 Black oak Quercus velutina 11 N N N Y 1 1224 Red oak Quercus rubra 14 N N N Y 1 1225 Black oak Quercus velutina 17 N N N Y 1 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 1226 Black oak Quercus velutina 18 N N N Y 1 1227 Black cherry Prunus serotina 8 N N N Y 1 1228 Red maple Acer rubrum 16 N N N Y 1 1229 Black oak Quercus velutina 15 N N N Y 1 1230 Red maple Acer rubrum 10 N N N Y 1 1231 Red maple Acer rubrum 9 N N N Y 1 1232 Sugar maple Acer saccharum 9 N N N Y 1 1233 Black oak Quercus velutina 10 N N N Y 1 1234 Black oak Quercus velutina 11 N N N Y 1 1235 Black oak Quercus velutina 15 N N N Y 1 1236 Red oak Quercus rubra 12 N N N Y 1 1237 Red oak Quercus rubra 10 N N N Y 1 1238 Tulip poplar Liriodendron tulipifera 17 N N N Y 1 1239 Black birch Betula lenta 16 N N N Y 1 1240 Tulip poplar Liriodendron tulipifera 16 N N N Y 1 1241 Red maple Acer rubrum 14 N N N Y 1 1242 Tulip poplar Liriodendron tulipifera 19 N N N Y 1 1243 Black oak Quercus velutina 9 N N N Y 1 1244 Black oak Quercus velutina 11 N N N Y 1 1245 Black oak Quercus velutina 15 N N N Y 1 1246 Sugar maple Acer saccharum 8 N N N Y 1 1247 Black oak Quercus velutina 16 N N N Y 1 1248 Black birch Betula lenta 9 N N N Y 1 1249 Black birch Betula lenta 11 N N N Y 1 1250 Black birch Betula lenta 11 N N N N 0 1251 Black oak Quercus velutina 13 N N N Y 1 1252 Black birch Betula lenta 11 N N N Y 1 1253 Black birch Betula lenta 14 N N N N 0 1254 Black birch Betula lenta 9 N N N Y 1 1255 Black birch Betula lenta 9 N N N Y 1 1256 Black birch Betula lenta 12 N N N Y 1 1257 Red oak Quercus rubra 20 N N N Y 1 1258 Red maple Acer rubrum 10 N N N Y 1 1259 Black birch Betula lenta 13 N N N Y 1 1260 Black birch Betula lenta 20 N N N Y 1 1261 Black oak Quercus velutina 15 N N N N 0 1262 Red maple Acer rubrum 13 N N N N 0 1263 Red maple Acer rubrum 13 N N N N 0 1264 Shagbark hickory Carya ovata 14 N N N N 0 1265 Shagbark hickory Carya ovata 10 N N N N 0 1266 Red maple Acer rubrum 11 N N N N 0 1267 Shagbark hickory Carya ovata 10 N N N N 0 1268 Black cherry Prunus serotina 14 N N N N 0 1269 Shagbark hickory Carya ovata 8 N N N N 0 1270 Shagbark hickory Carya ovata 21 N N N N 0 1271 Red maple Acer rubrum 15 N N N N 0 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 1272 Red maple Acer rubrum 11 N N N N 0 1273 Red maple Acer rubrum 13 N N N N 0 1274 Red maple Acer rubrum 9 N N N N 0 1275 Red maple Acer rubrum 13 N N N N 0 1276 Red maple Acer rubrum 10 N N N N 0 1277 Shagbark hickory Carya ovata 8 N N N N 0 1278 Black birch Betula lenta 16 N N N N 0 1279 Sugar maple Acer saccharum 8 N N N N 0 1280 Sassafras Sassafras albidum 9 N N N N 0 1281 Shagbark hickory Carya ovata 26 Y N N N 0 1282 Shagbark hickory Carya ovata 27 Y N N N 0 1283 Black birch Betula lenta 8 N N N N 0 1284 Black birch Betula lenta 12 N N N N 0 1285 Red maple Acer rubrum 10 N N N N 0 1286 Black oak Quercus velutina 18 N N N N 0 1287 Black birch Betula lenta 15 N N N N 0 1288 Red maple Acer rubrum 9 N N N N 0 1289 White oak Quercus alba 9 N N N N 0 1290 Black birch Betula lenta 8 N N N N 0 1291 Black birch Betula lenta 8 N N N N 0 1292 Black birch Betula lenta 8 N N N N 0 1293 Black birch Betula lenta 9 N N N N 0 1294 Black birch Betula lenta 8 N N N N 0 1295 Black birch Betula lenta 8 N N N N 0 1296 Black birch Betula lenta 11 N N N N 0 1297 Sugar maple Acer saccharum 12 N N N Y 1 1298 Red maple Acer rubrum 8 N N N Y 1 1299 Black oak Quercus velutina 15 N N N Y 1 1300 Black oak Quercus velutina 10 N N N Y 1 1301 Red maple Acer rubrum 14 N N N Y 1 1302 Black oak Quercus velutina 18 N N N Y 1 1302 Black cherry Prunus serotina 10 N N Y Y 0 1303 Black birch Betula lenta 17 N N N Y 1 1304 Black oak Quercus velutina 15 N N N Y 1 1305 American beech Fagus grandifolia 10 N N N Y 1 1306 Black oak Quercus velutina 10 N N N Y 1 1307 Red maple Acer rubrum 16 N N N Y 1 1308 Red maple Acer rubrum 17 N N N Y 1 1309 Black birch Betula lenta 8 N N N Y 1 1310 Black birch Betula lenta 9 N N N Y 1 1311 Red maple Acer rubrum 8 N N N Y 1 1312 Black oak Quercus velutina 10 N N N Y 1 1313 Black birch Betula lenta 8 N N N Y 1 1314 White oak Quercus alba 14 N N N Y 1 1314 Black birch Betula lenta 14 N N N Y 1 1315 Black birch Betula lenta 14 N N N Y 1 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 1316 Sugar maple Acer saccharum 9 N N N Y 1 1316 Red maple Acer rubrum 16 N N N Y 1 1317 Sugar maple Acer saccharum 9 N N N Y 1 1317 Red maple Acer rubrum 10 N N N Y 1 1318 Sugar maple Acer saccharum 16 N N N Y 1 1319 Sugar maple Acer saccharum 14 N N N Y 1 1319 Black oak Quercus velutina 16 N N N Y 1 1320 Sugar maple Acer saccharum 9 N N N Y 1 1320 Red maple Acer rubrum 8 N N N Y 1 1321 Sugar maple Acer saccharum 9 N N N Y 1 1321 Red maple Acer rubrum 10 N N N Y 1 1322 Black birch Betula lenta 8 N N N Y 1 1323 Sugar maple Acer saccharum 10 N N N Y 1 1323 Red maple Acer rubrum 9 N N N Y 1 1324 Sugar maple Acer saccharum 14 N N N Y 1 1324 Black oak Quercus velutina 17 N N N Y 1 1325 Sugar maple Acer saccharum 8 N N N Y 1 1325 Black oak Quercus velutina 14 N N N Y 1 1326 Sugar maple Acer saccharum 13 N N N Y 1 1326 Black oak Quercus velutina 15 N N N Y 1 1327 Black oak Quercus velutina 14 N N N Y 1 1328 Sassafras Sassafras albidum 10 N N N Y 1 1328 Black oak Quercus velutina 11 N N N Y 1 1329 Sassafras Sassafras albidum 10 N N N Y 1 1329 Black oak Quercus velutina 8 N N N Y 1 1330 Black oak Quercus velutina 12 N N N Y 1 1331 Red maple Acer rubrum 8 N N N Y 1 1332 Sassafras Sassafras albidum 10 N N N Y 1 1333 Sassafras Sassafras albidum 8 N N N Y 1 1333 White oak Quercus alba 14 N N N Y 1 1334 Sassafras Sassafras albidum 8 N N N Y 1 1334 Black oak Quercus velutina 10 N N N Y 1 1335 Black oak Quercus velutina 13 N N N Y 1 1336 Black oak Quercus velutina 20 N N N Y 1 1337 Black oak Quercus velutina 15 N N N Y 1 1338 Red maple Acer rubrum 14 N N N Y 1 1339 Black oak Quercus velutina 16 N N N Y 1 1340 Black oak Quercus velutina 17 N N N Y 1 1341 Black oak Quercus velutina 14 N N N Y 1 1342 Black oak Quercus velutina 17 N N N Y 1 1343 Black oak Quercus velutina 14 N N N N 0 1344 Black oak Quercus velutina 18 N N N N 0 1345 Black birch Betula lenta 8 N N N N 0 1346 Norway maple Acer platanoides 11 N Y N N 0 1347 Black birch Betula lenta 13 N N N N 0 1348 Shagbark hickory Carya ovata 12 N N N N 0 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 1349 Red oak Quercus rubra 27 Y N N N 0 1350 Norway maple Acer platanoides 11 N Y N N 0 1351 Sugar maple Acer saccharum 11 N N N N 0 1352 White ash Fraxinus americana 25 Y N Y N 0 1353 White ash Fraxinus americana 24 N N Y N 0 1354 Red maple Acer rubrum 27 Y N N N 0 1355 Sassafras Sassafras albidum 10 N N N N 0 1355 Red maple Acer rubrum 15 N N Y N 0 1356 Shagbark hickory Carya ovata 11 N N N N 0 1356 Red maple Acer rubrum 9 N N N N 0 1357 Red maple Acer rubrum 16 N N N N 0 1358 Red maple Acer rubrum 11 N N Y N 0 1359 Sassafras Sassafras albidum 9 N N N N 0 1359 Red maple Acer rubrum 10 N N N N 0 1360 Sassafras Sassafras albidum 9 N N N Y 1 1360 Red maple Acer rubrum 11 N N Y Y 0 1361 Sassafras Sassafras albidum 9 N N N Y 1 1361 Red maple Acer rubrum 37 Y N N Y 1 1362 Red maple Acer rubrum 16 N N N Y 1 1363 Red oak Quercus rubra 13 N N N Y 1 1364 Red maple Acer rubrum 8 N N N Y 1 1364 American beech Fagus grandifolia 15 N N N Y 1 1365 Sassafras Sassafras albidum 10 N N N Y 1 1365 Black cherry Prunus serotina 9 N N N Y 1 1366 Red maple Acer rubrum 11 N N N Y 1 1366 Shagbark hickory Carya ovata 10 N N N Y 1 1367 White ash Fraxinus americana 14 N N Y Y 0 1368 Red oak Quercus rubra 8 N N N Y 1 1368 Red maple Acer rubrum 17 N N Y Y 0 1369 Red maple Acer rubrum 8 N N N Y 1 1369 Red maple Acer rubrum 21 N N N Y 1 1370 Shagbark hickory Carya ovata 9 N N N Y 1 1370 Red maple Acer rubrum 16 N N N Y 1 1371 Red maple Acer rubrum 10 N N N Y 1 1371 Tulip poplar Liriodendron tulipifera 26 Y N Y Y 0 1372 Red maple Acer rubrum 8 N N N Y 1 1372 Tulip poplar Liriodendron tulipifera 22 N N N Y 1 1373 Red maple Acer rubrum 16 N N N N 0 1373 Red maple Acer rubrum 9 N N N N 0 1374 Tulip poplar Liriodendron tulipifera 21 N N N N 0 1375 Tulip poplar Liriodendron tulipifera 27 Y N N N 0 1376 Tulip poplar Liriodendron tulipifera 26 Y N N N 0 1377 Sugar maple Acer saccharum 14 N N N N 0 1378 Red maple Acer rubrum 9 N N N N 0 1379 Sugar maple Acer saccharum 9 N N N N 0 1380 Red maple Acer rubrum 25 Y N N N 0 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 1381 Tulip poplar Liriodendron tulipifera 24 N N N N 0 1382 Tulip poplar Liriodendron tulipifera 14 N N N N 0 1383 Tulip poplar Liriodendron tulipifera 21 N N N Y 1 1384 Sugar maple Acer saccharum 8 N N N Y 1 1385 Tulip poplar Liriodendron tulipifera 27 Y N N N 0 1386 Tulip poplar Liriodendron tulipifera 11 N N N Y 1 1387 American linden Tilia americana 11 N N N Y 1 1388 Tulip poplar Liriodendron tulipifera 10 N N Y Y 0 1389 Tulip poplar Liriodendron tulipifera 12 N N N Y 1 1390 Tulip poplar Liriodendron tulipifera 14 N N N Y 1 1391 Red maple Acer rubrum 13 N N N Y 1 1392 Red maple Acer rubrum 9 N N N Y 1 1393 Red maple Acer rubrum 17 N N N Y 1 1394 Tulip poplar Liriodendron tulipifera 9 N N N Y 1 1395 Tulip poplar Liriodendron tulipifera 13 N N N Y 1 1396 Red maple Acer rubrum 8 N N N N 0 1397 Tulip poplar Liriodendron tulipifera 21 N N N N 0 1398 Red maple Acer rubrum 10 N N N N 0 1399 Red maple Acer rubrum 13 N N N N 0 1400 Red maple Acer rubrum 24 N N N N 0 1401 Red maple Acer rubrum 19 N N N N 0 1402 Red maple Acer rubrum 18 N N N N 0 1403 Red maple Acer rubrum 11 N N N N 0 1404 Red maple Acer rubrum 14 N N N N 0 1405 Red maple Acer rubrum 14 N N N N 0 1406 Sugar maple Acer saccharum 10 N N N N 0 1407 Red maple Acer rubrum 11 N N N N 0 1408 Red maple Acer rubrum 15 N N N N 0 1409 Red maple Acer rubrum 13 N N N N 0 1410 Sugar maple Acer saccharum 9 N N N N 0 1411 Red maple Acer rubrum 18 N N N N 0 1412 American elm Ulmus americana 11 N N N N 0 1412 Red maple Acer rubrum 12 N N N N 0 1414 Red maple Acer rubrum 15 N N N N 0 1415 Red maple Acer rubrum 16 N N N N 0 1416 Sugar maple Acer saccharum 16 N N N N 0 1417 Pignut hickory Carya ovata 16 N N N N 0 1418 Red maple Acer rubrum 15 N N N N 0 1419 Sugar maple Acer saccharum 15 N N N N 0 1420 Tulip poplar Liriodendron tulipifera 12 N N N Y 1 1421 Tulip poplar Liriodendron tulipifera 23 N N N Y 1 1422 Sugar maple Acer saccharum 17 N N N Y 1 1423 Green ash Fraxinus pennsylvanica 12 N N Y Y 0 1424 Red maple Acer rubrum 8 N N N Y 1 1425 Red maple Acer rubrum 13 N N N N 0 1426 Pignut hickory Carya ovata 14 N N N N 0 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 1427 Black birch Betula lenta 13 N N N N 0 1427 Pignut hickory Carya ovata 12 N N N N 0 1428 Tulip poplar Liriodendron tulipifera 14 N N Y N 0 1429 Black oak Quercus velutina 17 N N N N 0 1429 Shagbark hickory Carya ovata 17 N N N N 0 1430 Red maple Acer rubrum 11 N N N N 0 1431 Tulip poplar Liriodendron tulipifera 14 N N N N 0 1432 Maple Acer 13 N N Y N 0 1433 Tulip poplar Liriodendron tulipifera 20 N N N N 0 1434 Pignut hickory Carya ovata 13 N N N N 0 1435 Tulip poplar Liriodendron tulipifera 25 Y N N Y 1 1436 Red maple Acer rubrum 14 N N N Y 1 1437 Red maple Acer rubrum 15 N N N Y 1 1438 Red maple Acer rubrum 12 N N N Y 1 1439 Sugar maple Acer saccharum 8 N N N Y 1 1439 Red maple Acer rubrum 20 N N N Y 1 1440 Red maple Acer rubrum 11 N N N Y 1 1441 Red maple Acer rubrum 13 N N N N 0 1442 Tulip poplar Liriodendron tulipifera 18 N N N N 0 1442 Red maple Acer rubrum 9 N N N N 0 1443 Tulip poplar Liriodendron tulipifera 8 N N N N 0 1445 Tulip poplar Liriodendron tulipifera 18 N N N N 0 1446 Red maple Acer rubrum 10 N N N Y 1 1446 Tulip poplar Liriodendron tulipifera 11 N N N Y 1 1449 Green ash Fraxinus pennsylvanica 14 N N Y Y 0 1450 Tulip poplar Liriodendron tulipifera 18 N N N Y 1 1451 Red maple Acer rubrum 11 N N N N 0 1452 Red maple Acer rubrum 19 N N N N 0 1453 Tulip poplar Liriodendron tulipifera 20 N N N N 0 1454 Red maple Acer rubrum 15 N N N N 0 1455 White ash Fraxinus americana 9 N N Y N 0 1455 American beech Fagus grandifolia 8 N N N N 0 1456 Tulip poplar Liriodendron tulipifera 22 N N N N 0 1457 Tulip poplar Liriodendron tulipifera 9 N N N N 0 1458 Cottonwood Populus deltoides 10 N N N Y 1 1458 White oak Quercus alba 23 N N N Y 1 1459 Tulip poplar Liriodendron tulipifera 26 Y N N N 0 1460 American elm Ulmus americana 8 N N N N 0 1461 Cottonwood Populus deltoides 11 N N N N 0 1461 White oak Quercus alba 14 N N N Y 1 1462 Cottonwood Populus deltoides 14 N N N N 0 1462 Sugar maple Acer saccharum 10 N N N N 0 1463 Sugar maple Acer saccharum 9 N N N N 0 1464 Cottonwood Populus deltoides 14 N N N Y 1 1464 American elm Ulmus americana 9 N N N N 0 1465 Tulip poplar Liriodendron tulipifera 10 N N N N 0 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 1466 Cottonwood Populus deltoides 15 N N N N 0 1466 Pignut hickory Carya ovata 16 N N N Y 1 1467 American elm Ulmus americana 11 N N N N 0 1468 Cottonwood Populus deltoides 17 N N N N 0 1468 Shagbark hickory Carya ovata 21 N N N N 0 1469 Pignut hickory Carya ovata 12 N N N N 0 1470 Shagbark hickory Carya ovata 18 N N N N 0 1471 Sugar maple Acer saccharum 12 N N N N 0 1472 Black birch Betula lenta 8 N N N N 0 1473 Red oak Quercus rubra 24 N N N N 0 1474 Norway maple Acer platanoides 9 N Y N N 0 1475 Tulip poplar Liriodendron tulipifera 14 N N N N 0 1476 Red maple Acer rubrum 8 N N N N 0 1476 Tulip poplar Liriodendron tulipifera 17 N N N N 0 1477 Tulip poplar Liriodendron tulipifera 10 N N N N 0 1478 Tulip poplar Liriodendron tulipifera 17 N N Y N 0 1479 Red maple Acer rubrum 11 N N N N 0 1480 White ash Fraxinus americana 20 N N Y Y 0 1481 Sugar maple Acer saccharum 16 N N N Y 1 1482 Tulip poplar Liriodendron tulipifera 23 N N N N 0 1483 American elm Ulmus americana 8 N N N N 0 1484 Sugar maple Acer saccharum 17 N N N N 0 1485 Red maple Acer rubrum 10 N N N N 0 1485 Red maple Acer rubrum 16 N N N N 0 1486 Red maple Acer rubrum 15 N N N N 0 1486 Red maple Acer rubrum 16 N N N N 0 1487 Pignut hickory Carya ovata 8 N N N N 0 1488 Red maple Acer rubrum 18 N N N N 0 1489 Sugar maple Acer saccharum 9 N N N N 0 1490 Sugar maple Acer saccharum 15 N N N N 0 1491 Shagbark hickory Carya ovata 12 N N N N 0 1492 American elm Ulmus americana 8 N N N N 0 1493 Shagbark hickory Carya ovata 10 N N N N 0 1494 Sugar maple Acer saccharum 17 N N N Y 1 1495 Norway maple Acer platanoides 13 N Y N Y 0 1496 Cottonwood Populus deltoides 16 N N N Y 1 1496 Pignut hickory Carya ovata 14 N N N Y 1 1497 Norway maple Acer platanoides 10 N Y N Y 0 1498 Sugar maple Acer saccharum 9 N N N Y 1 1498 Pignut hickory Carya ovata 18 N N N Y 1 1499 Black oak Quercus velutina 10 N N N Y 1 1499 Red maple Acer rubrum 15 N N N Y 1 1500 Cottonwood Populus deltoides 21 N N N Y 1 1500 Red maple Acer rubrum 32 Y N N Y 1 1501 Tulip poplar Liriodendron tulipifera 27 Y N N Y 1 1502 Sugar maple Acer saccharum 9 N N N Y 1 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 1503 Pignut hickory Carya ovata 16 N N N Y 1 1504 Red maple Acer rubrum 10 N N N Y 1 1505 Black birch Betula lenta 12 N N N Y 1 1505 Red maple Acer rubrum 16 N N N Y 1 1506 Shagbark hickory Carya ovata 9 N N N Y 1 1507 Pignut hickory Carya ovata 8 N N N Y 1 1508 Red maple Acer rubrum 10 N N Y Y 0 1509 Red maple Acer rubrum 11 N N Y Y 0 1510 Red maple Acer rubrum 8 N N N Y 1 1511 Tulip poplar Liriodendron tulipifera 17 N N N Y 1 1512 Black cherry Prunus serotina 19 N N Y Y 0 1512 Tulip poplar Liriodendron tulipifera 18 N N N Y 1 1513 Shagbark hickory Carya ovata 18 N N N Y 1 1513 Red maple Acer rubrum 29 Y N N Y 1 1514 Black birch Betula lenta 12 N N Y Y 0 1514 Red maple Acer rubrum 16 N N N Y 1 1515 Black birch Betula lenta 10 N N N Y 1 1515 Red maple Acer rubrum 11 N N N Y 1 1516 Red maple Acer rubrum 10 N N N Y 1 1517 Sugar maple Acer saccharum 9 N N N Y 1 1517 Tulip poplar Liriodendron tulipifera 29 Y N N Y 1 1518 Black birch Betula lenta 9 N N N Y 1 1518 Sugar maple Acer saccharum 13 N N N Y 1 1519 Sugar maple Acer saccharum 10 N N N Y 1 1520 Red maple Acer rubrum 15 N N N Y 1 1520 Pignut hickory Carya ovata 17 N N N Y 1 1521 Red maple Acer rubrum 9 N N N Y 1 1521 Tulip poplar Liriodendron tulipifera 11 N N N Y 1 1522 Shagbark hickory Carya ovata 16 N N Y Y 0 1523 Red maple Acer rubrum 9 N N N Y 1 1523 Sugar maple Acer saccharum 12 N N N Y 1 1524 Red maple Acer rubrum 16 N N N Y 1 1525 Red maple Acer rubrum 8 N N N Y 1 1525 Red maple Acer rubrum 15 N N N Y 1 1526 Red maple Acer rubrum 15 N N N Y 1 1526 Pignut hickory Carya ovata 15 N N N Y 1 1527 Bitternut hickory Carya cordiformis 22 N N N Y 1 1528 Black cherry Prunus serotina 13 N N N Y 1 1528 Black oak Quercus velutina 24 N N N Y 1 1529 Red maple Acer rubrum 14 N N N Y 1 1529 Red maple Acer rubrum 19 N N N Y 1 1530 Red maple Acer rubrum 11 N N N Y 1 1530 White oak Quercus alba 27 Y N N Y 1 1531 Sugar maple Acer saccharum 8 N N N Y 1 1532 Black oak Quercus velutina 10 N N N Y 1 1532 Tulip poplar Liriodendron tulipifera 8 N N N Y 1 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 1533 Black cherry Prunus serotina 19 N N N Y 1 1533 Red maple Acer rubrum 11 N N N Y 1 1534 Red maple Acer rubrum 13 N N N Y 1 1535 White oak Quercus alba 42 Y N N Y 1 1536 Red maple Acer rubrum 9 N N N Y 1 1537 Black cherry Prunus serotina 9 N N N Y 1 1537 Black oak Quercus velutina 29 Y N N Y 1 1538 American beech Fagus grandifolia 10 N N N Y 1 1539 Red maple Acer rubrum 14 N N N N 0 1539 Red maple Acer rubrum 8 N N N N 0 1540 Norway maple Acer platanoides 10 N Y N N 0 1541 Black birch Betula lenta 10 N N N N 0 1541 Red oak Quercus rubra 40 Y N N N 0 1542 Red maple Acer rubrum 28 Y N N Y 1 1543 Red oak Quercus rubra 11 N N N Y 1 1544 Shagbark hickory Carya ovata 13 N N N Y 1 1545 Black oak Quercus velutina 17 N N N Y 1 1546 Black birch Betula lenta 12 N N N Y 1 1547 Black cherry Prunus serotina 14 N N N Y 1 1547 White oak Quercus alba 14 N N N N 0 1548 Red maple Acer rubrum 8 N N N N 0 1548 White oak Quercus alba 10 N N N Y 1 1549 Red maple Acer rubrum 9 N N N N 0 1549 Red maple Acer rubrum 9 N N N N 0 1550 Black cherry Prunus serotina 8 N N N N 0 1550 Black oak Quercus velutina 18 N N N Y 1 1551 Black birch Betula lenta 11 N N N Y 1 1552 Sugar maple Acer saccharum 9 N N N Y 1 1553 Red maple Acer rubrum 10 N N N Y 1 1553 Sugar maple Acer saccharum 8 N N N Y 1 1554 Black birch Betula lenta 17 N N Y Y 0 1554 Black oak Quercus velutina 15 N N N Y 1 1555 Black birch Betula lenta 15 N N N Y 1 1555 Tulip poplar Liriodendron tulipifera 29 Y N N Y 1 1556 Black birch Betula lenta 16 N N Y Y 0 1556 Sugar maple Acer saccharum 13 N N N Y 1 1557 Norway maple Acer platanoides 11 N Y N Y 0 1558 Black cherry Prunus serotina 13 N N Y Y 0 1558 Red maple Acer rubrum 12 N N N Y 1 1559 Norway maple Acer platanoides 13 N Y N Y 0 1560 Norway maple Acer platanoides 10 N Y N Y 0 1561 Red maple Acer rubrum 13 N N N Y 1 1561 Sugar maple Acer saccharum 12 N N N Y 1 1562 Black gum Nyssa sylvatica 19 N N N Y 1 1563 Red maple Acer rubrum 16 N N N Y 1 1564 Shagbark hickory Carya ovata 19 N N N Y 1 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 1565 Red maple Acer rubrum 23 N N N Y 1 1565 Sugar maple Acer saccharum 8 N N N Y 1 1566 Black birch Betula lenta 10 N N Y Y 0 1566 Sugar maple Acer saccharum 16 N N N N 0 1567 Red maple Acer rubrum 11 N N N N 0 1567 Tulip poplar Liriodendron tulipifera 10 N N N Y 1 1568 Tulip poplar Liriodendron tulipifera 15 N N N N 0 1568 Red maple Acer rubrum 22 N N N Y 1 1569 Black cherry Prunus serotina 12 N N N N 0 1569 Red maple Acer rubrum 29 Y N N Y 1 1570 Black gum Nyssa sylvatica 18 N N N Y 1 1571 Red maple Acer rubrum 10 N N N Y 1 1571 Black gum Nyssa sylvatica 9 N N N N 0 1572 Red maple Acer rubrum 14 N N N N 0 1572 Red maple Acer rubrum 30 Y N N Y 1 1573 Red maple Acer rubrum 10 N N Y Y 0 1574 Black cherry Prunus serotina 9 N N N N 0 1574 Sugar maple Acer saccharum 14 N N N Y 1 1575 Black birch Betula lenta 9 N N N N 0 1575 Black birch Betula lenta 18 N N N Y 1 1576 Black cherry Prunus serotina 13 N N N N 0 1576 Norway maple Acer platanoides 13 N Y N Y 0 1577 Red maple Acer rubrum 8 N N N N 0 1577 Tulip poplar Liriodendron tulipifera 9 N N N Y 1 1578 Black birch Betula lenta 15 N N N Y 1 1578 Tulip poplar Liriodendron tulipifera 14 N N N N 0 1579 Black cherry Prunus serotina 8 N N Y Y 0 1579 Tulip poplar Liriodendron tulipifera 13 N N N Y 1 1580 Black birch Betula lenta 9 N N N Y 1 1581 Black birch Betula lenta 11 N N Y Y 0 1582 Black walnut Juglans nigra 12 N N N Y 1 1583 Sugar maple Acer saccharum 8 N N N Y 1 1584 Tulip poplar Liriodendron tulipifera 12 N N N Y 1 1585 Tulip poplar Liriodendron tulipifera 16 N N N Y 1 1586 Tulip poplar Liriodendron tulipifera 8 N N N Y 1 1587 Black cherry Prunus serotina 15 N N N Y 1 1587 Red maple Acer rubrum 17 N N Y Y 0 1588 Black birch Betula lenta 13 N N N Y 1 1588 Black gum Nyssa sylvatica 12 N N Y Y 0 1589 Red maple Acer rubrum 15 N N N Y 1 1590 American beech Fagus grandifolia 11 N N N Y 1 1591 Tulip poplar Liriodendron tulipifera 16 N N N Y 1 1591 Black birch Betula lenta 13 N N N Y 1 1592 Black birch Betula lenta 16 N N N Y 1 1592 Red maple Acer rubrum 9 N N Y Y 0 1593 Black oak Quercus velutina 15 N N N Y 1 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 1594 Red maple Acer rubrum 9 N N N Y 1 1595 Sugar maple Acer saccharum 8 N N N Y 1 1596 Black gum Nyssa sylvatica 17 N N N Y 1 1597 Shagbark hickory Carya ovata 16 N N N Y 1 1598 Black birch Betula lenta 14 N N N Y 1 1599 Black birch Betula lenta 10 N N N Y 1 1600 Sassafras Sassafras albidum 9 N N N Y 1 1601 Black birch Betula lenta 16 N N N Y 1 1601 Pignut hickory Carya ovata 9 N N N Y 1 1602 Black cherry Prunus serotina 13 N N Y Y 0 1602 Red maple Acer rubrum 14 N N N Y 1 1603 Tulip poplar Liriodendron tulipifera 15 N N N Y 1 1604 Black birch Betula lenta 15 N N N Y 1 1604 Pignut hickory Carya ovata 15 N N N N 0 1605 Black birch Betula lenta 33 Y N N Y 1 1606 Black birch Betula lenta 15 N N N Y 1 1607 Black cherry Prunus serotina 9 N N Y Y 0 1607 Black birch Betula lenta 9 N N Y Y 0 1608 Black birch Betula lenta 14 N N N Y 1 1609 Red maple Acer rubrum 12 N N N Y 1 1610 Black birch Betula lenta 9 N N N N 0 1610 American beech Fagus grandifolia 10 N N N Y 1 1611 Black cherry Prunus serotina 9 N N N N 0 1611 Black birch Betula lenta 13 N N N Y 1 1612 American beech Fagus grandifolia 12 N N N Y 1 1613 Red maple Acer rubrum 10 N N Y Y 0 1614 Red maple Acer rubrum 9 N N N Y 1 1615 American beech Fagus grandifolia 9 N N N Y 1 1616 Black birch Betula lenta 9 N N N Y 1 1617 Black birch Betula lenta 9 N N N Y 1 1618 Black birch Betula lenta 16 N N N Y 1 1618 Black birch Betula lenta 14 N N N N 0 1619 Black birch Betula lenta 10 N N N Y 1 1619 American beech Fagus grandifolia 8 N N N Y 1 1620 Black birch Betula lenta 10 N N Y Y 0 1620 Black birch Betula lenta 15 N N Y Y 0 1621 Black birch Betula lenta 11 N N Y Y 0 1621 Black birch Betula lenta 10 N N N Y 1 1622 American beech Fagus grandifolia 10 N N N Y 1 1623 Red maple Acer rubrum 13 N N N Y 1 1624 Black birch Betula lenta 14 N N N Y 1 1624 American beech Fagus grandifolia 11 N N N Y 1 1625 Black cherry Prunus serotina 14 N N N Y 1 1625 Black oak Quercus velutina 29 Y N Y Y 0 1626 Pignut hickory Carya ovata 16 N N N Y 1 1627 American beech Fagus grandifolia 9 N N N Y 1 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 1628 Black birch Betula lenta 13 N N N Y 1 1629 Black cherry Prunus serotina 10 N N N Y 1 1629 Black birch Betula lenta 17 N N N Y 1 1630 Black birch Betula lenta 12 N N N Y 1 1630 American beech Fagus grandifolia 10 N N N Y 1 1631 Black cherry Prunus serotina 9 N N N Y 1 1631 Black birch Betula lenta 20 N N N Y 1 1632 Black birch Betula lenta 9 N N N Y 1 1632 Black birch Betula lenta 15 N N Y Y 0 1633 Black birch Betula lenta 10 N N N Y 1 1633 Black birch Betula lenta 14 N N N Y 1 1634 Black birch Betula lenta 12 N N N Y 1 1635 Black birch Betula lenta 12 N N N Y 1 1635 Black birch Betula lenta 12 N N N Y 1 1636 Black birch Betula lenta 11 N N N Y 1 1636 Red maple Acer rubrum 19 N N N Y 1 1637 Black cherry Prunus serotina 10 N N N Y 1 1637 Bitternut hickory Carya cordiformis 17 N N N Y 1 1638 Black birch Betula lenta 9 N N N Y 1 1638 American beech Fagus grandifolia 11 N N N Y 1 1639 Black birch Betula lenta 12 N N Y Y 0 1639 Black birch Betula lenta 15 N N N Y 1 1640 Shagbark hickory Carya ovata 12 N N N Y 1 1641 American beech Fagus grandifolia 10 N N N Y 1 1642 Black birch Betula lenta 14 N N Y Y 0 1642 Black birch Betula lenta 14 N N Y Y 0 1643 Black birch Betula lenta 10 N N N Y 1 1643 Shagbark hickory Carya ovata 14 N N N Y 1 1644 American beech Fagus grandifolia 13 N N N Y 1 1645 American beech Fagus grandifolia 8 N N N N 0 1646 Black birch Betula lenta 13 N N N Y 1 1646 American beech Fagus grandifolia 9 N N N Y 1 1647 American beech Fagus grandifolia 22 N N N N 0 1648 Black birch Betula lenta 10 N N N N 0 1648 American beech Fagus grandifolia 12 N N N Y 1 1649 American beech Fagus grandifolia 10 N N N N 0 1650 Black birch Betula lenta 9 N N N N 0 1650 American beech Fagus grandifolia 13 N N N Y 1 1651 Red maple Acer rubrum 10 N N N N 0 1651 Sugar maple Acer saccharum 16 N N N Y 1 1652 Black birch Betula lenta 10 N N N N 0 1652 Sugar maple Acer saccharum 16 N N N Y 1 1653 Black birch Betula lenta 10 N N N N 0 1653 Black cherry Prunus serotina 17 N N N Y 1 1654 Black birch Betula lenta 14 N N N Y 1 1654 American beech Fagus grandifolia 10 N N N N 0 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 1655 Black birch Betula lenta 12 N N N N 0 1656 American beech Fagus grandifolia 9 N N N N 0 1657 Black birch Betula lenta 9 N N N N 0 1657 Shagbark hickory Carya ovata 15 N N N Y 1 1658 Black birch Betula lenta 13 N N N N 0 1658 American beech Fagus grandifolia 14 N N N Y 1 1659 Black cherry Prunus serotina 10 N N N Y 1 1659 Black oak Quercus velutina 21 N N N N 0 1660 Black birch Betula lenta 8 N N N N 0 1660 American beech Fagus grandifolia 12 N N N Y 1 1661 White oak Quercus alba 15 N N N N 0 1662 Black gum Nyssa sylvatica 10 N N N Y 1 1663 Black birch Betula lenta 15 N N N Y 1 1663 Red maple Acer rubrum 16 N N N Y 1 1664 Black cherry Prunus serotina 14 N N N Y 1 1664 American beech Fagus grandifolia 14 N N N Y 1 1665 American beech Fagus grandifolia 9 N N N Y 1 1666 American beech Fagus grandifolia 15 N N N Y 1 1667 Bitternut hickory Carya cordiformis 16 N N N Y 1 1668 Black birch Betula lenta 16 N N Y Y 0 1669 Bitternut hickory Carya cordiformis 17 N N N Y 1 1670 Red maple Acer rubrum 14 N N N Y 1 1670 Sugar maple Acer saccharum 9 N N N Y 1 1671 Black birch Betula lenta 10 N N Y Y 0 1671 Tulip poplar Liriodendron tulipifera 15 N N N Y 1 1672 Tulip poplar Liriodendron tulipifera 13 N N N Y 1 1673 Red maple Acer rubrum 10 N N N Y 1 1674 Red maple Acer rubrum 14 N N N Y 1 1674 Shagbark hickory Carya ovata 14 N N N Y 1 1675 Red maple Acer rubrum 13 N N N Y 1 1675 Shagbark hickory Carya ovata 17 N N N Y 1 1676 Black oak Quercus velutina 13 N N N Y 1 1676 Red maple Acer rubrum 11 N N N Y 1 1677 Black oak Quercus velutina 14 N N N Y 1 1677 American beech Fagus grandifolia 9 N N N Y 1 1678 Black cherry Prunus serotina 9 N N N Y 1 1678 American beech Fagus grandifolia 9 N N N Y 1 1679 Red maple Acer rubrum 8 N N N Y 1 1679 American beech Fagus grandifolia 13 N N N Y 1 1680 Pignut hickory Carya ovata 9 N N N Y 1 1681 Red maple Acer rubrum 11 N N N Y 1 1681 Pignut hickory Carya ovata 10 N N N Y 1 1682 American beech Fagus grandifolia 10 N N N Y 1 1683 Black oak Quercus velutina 8 N N N N 0 1683 Pignut hickory Carya ovata 12 N N N Y 1 1684 Red maple Acer rubrum 28 Y N N Y 1 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 1685 Red maple Acer rubrum 10 N N N Y 1 1686 Black oak Quercus velutina 10 N N N N 0 1686 Sugar maple Acer saccharum 9 N N Y Y 0 1687 Red maple Acer rubrum 8 N N N Y 1 1687 Red maple Acer rubrum 17 N N N Y 1 1688 Black oak Quercus velutina 12 N N N Y 1 1688 Tulip poplar Liriodendron tulipifera 13 N N N Y 1 1689 Tulip poplar Liriodendron tulipifera 12 N N N Y 1 1690 Red maple Acer rubrum 22 N N N Y 1 1691 Red maple Acer rubrum 14 N N Y Y 0 1691 Red maple Acer rubrum 18 N N N Y 1 1692 Red maple Acer rubrum 24 N N N Y 1 1693 Black birch Betula lenta 16 N N N Y 1 1693 Sugar maple Acer saccharum 10 N N N Y 1 1694 Red maple Acer rubrum 10 N N N Y 1 1695 Black birch Betula lenta 9 N N N Y 1 1695 American beech Fagus grandifolia 17 N N N Y 1 1696 Red maple Acer rubrum 32 Y N N Y 1 1697 Black birch Betula lenta 14 N N Y Y 0 1697 Red maple Acer rubrum 14 N N N Y 1 1698 Tulip poplar Liriodendron tulipifera 19 N N N Y 1 1699 Shagbark hickory Carya ovata 28 Y N N Y 1 1700 Red maple Acer rubrum 19 N N N Y 1 1700 Black birch Betula lenta 16 N N N Y 1 1701 Black oak Quercus velutina 14 N N N Y 1 1701 Red maple Acer rubrum 9 N N N N 0 1702 Tulip poplar Liriodendron tulipifera 27 Y N N Y 1 1702 Pignut hickory Carya ovata 14 N N N N 0 1703 Pignut hickory Carya ovata 13 N N N Y 1 1704 Black birch Betula lenta 13 N N N N 0 1704 Red maple Acer rubrum 14 N N N Y 1 1705 Red oak Quercus rubra 9 N N N N 0 1705 Sugar maple Acer saccharum 9 N N N Y 1 1706 Red maple Acer rubrum 9 N N N N 0 1706 American elm Ulmus americana 11 N N N Y 1 1707 Sugar maple Acer saccharum 9 N N N Y 1 1708 Black oak Quercus velutina 15 N N Y Y 0 1708 Red maple Acer rubrum 16 N N N N 0 1709 Black oak Quercus velutina 8 N N N N 0 1709 Sugar maple Acer saccharum 12 N N N Y 1 1710 Norway maple Acer platanoides 11 N Y N Y 0 1711 Shagbark hickory Carya ovata 10 N N N Y 1 1712 Black birch Betula lenta 9 N N Y Y 0 1712 American elm Ulmus americana 10 N N N Y 1 1713 Red maple Acer rubrum 9 N N N Y 1 1714 Shagbark hickory Carya ovata 19 N N N Y 1 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 1715 Black birch Betula lenta 10 N N N Y 1 1715 Sugar maple Acer saccharum 10 N N N Y 1 1716 Black birch Betula lenta 13 N N N Y 1 1716 Tulip poplar Liriodendron tulipifera 18 N N N Y 1 1717 Tulip poplar Liriodendron tulipifera 22 N N N Y 1 1718 Black oak Quercus velutina 10 N N N Y 1 1718 Tulip poplar Liriodendron tulipifera 16 N N N Y 1 1719 Tulip poplar Liriodendron tulipifera 16 N N N Y 1 1720 Black birch Betula lenta 13 N N N Y 1 1720 Shagbark hickory Carya ovata 17 N N N Y 1 1721 American beech Fagus grandifolia 14 N N N Y 1 1722 Tulip poplar Liriodendron tulipifera 17 N N Y Y 0 1723 Red maple Acer rubrum 13 N N N Y 1 1724 Tulip poplar Liriodendron tulipifera 17 N N N Y 1 1725 Tulip poplar Liriodendron tulipifera 13 N N N Y 1 1726 Sugar maple Acer saccharum 15 N N Y Y 0 1727 American elm Ulmus americana 13 N N N Y 1 1728 Black birch Betula lenta 15 N N N Y 1 1728 Tulip poplar Liriodendron tulipifera 14 N N N Y 1 1729 Red oak Quercus rubra 10 N N N Y 1 1730 Tulip poplar Liriodendron tulipifera 14 N N N Y 1 1731 Tulip poplar Liriodendron tulipifera 25 Y N Y Y 0 1732 Tulip poplar Liriodendron tulipifera 21 N N N Y 1 1733 Norway maple Acer platanoides 12 N Y N Y 0 1734 Black cherry Prunus serotina 15 N N N Y 1 1734 Norway maple Acer platanoides 10 N Y N Y 0 1735 Red maple Acer rubrum 17 N N N Y 1 1736 Tulip poplar Liriodendron tulipifera 18 N N N Y 1 1737 Pignut hickory Carya ovata 16 N N N Y 1 1738 Red maple Acer rubrum 29 Y N N Y 1 1739 Tulip poplar Liriodendron tulipifera 16 N N N Y 1 1740 Tulip poplar Liriodendron tulipifera 16 N N Y Y 0 1741 White ash Fraxinus americana 15 N N Y Y 0 1742 Tulip poplar Liriodendron tulipifera 15 N N N Y 1 1743 White ash Fraxinus americana 18 N N Y Y 0 1744 Tulip poplar Liriodendron tulipifera 18 N N N Y 1 1745 Tulip poplar Liriodendron tulipifera 14 N N N Y 1 1746 Tulip poplar Liriodendron tulipifera 15 N N N Y 1 1747 Tulip poplar Liriodendron tulipifera 18 N N N Y 1 1748 Red maple Acer rubrum 15 N N N Y 1 1749 Tulip poplar Liriodendron tulipifera 9 N N N Y 1 1750 Tulip poplar Liriodendron tulipifera 12 N N N Y 1 1751 Tulip poplar Liriodendron tulipifera 11 N N N Y 1 1752 Red maple Acer rubrum 14 N N N Y 1 1753 Tulip poplar Liriodendron tulipifera 9 N N N Y 1 1754 Tulip poplar Liriodendron tulipifera 11 N N N Y 1 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 1755 Tulip poplar Liriodendron tulipifera 19 N N N Y 1 1756 Red maple Acer rubrum 19 N N N Y 1 1757 Tulip poplar Liriodendron tulipifera 17 N N N Y 1 1758 Tulip poplar Liriodendron tulipifera 14 N N N Y 1 1759 Sassafras Sassafras albidum 11 N N N Y 1 1760 Pin oak Quercus palustris 11 N N N Y 1 1761 Tulip poplar Liriodendron tulipifera 15 N N N Y 1 1762 Sugar maple Acer saccharum 14 N N N Y 1 1763 Red maple Acer rubrum 18 N N N Y 1 1764 Tulip poplar Liriodendron tulipifera 15 N N N Y 1 1765 Tulip poplar Liriodendron tulipifera 11 N N N Y 1 1766 Black oak Quercus velutina 30 Y N N Y 1 1767 Black oak Quercus velutina 34 Y N Y Y 0 1768 White oak Quercus alba 43 Y N N Y 1 1769 Red maple Acer rubrum 12 N N N Y 1 1770 Red maple Acer rubrum 21 N N N Y 1 1771 Red maple Acer rubrum 38 Y N N Y 1 1772 Red maple Acer rubrum 16 N N N Y 1 1773 White ash Fraxinus americana 16 N N Y Y 0 1774 Red maple Acer rubrum 17 N N N Y 1 1775 Red maple Acer rubrum 18 N N N Y 1 1776 American elm Ulmus americana 10 N N N Y 1 1777 Red maple Acer rubrum 12 N N N Y 1 1778 Sugar maple Acer saccharum 11 N N N Y 1 1779 White ash Fraxinus americana 18 N N Y Y 0 1780 American elm Ulmus americana 10 N N N Y 1 1781 Red maple Acer rubrum 13 N N N Y 1 1782 American beech Fagus grandifolia 19 N N N N 0 1783 American beech Fagus grandifolia 10 N N N N 0 1784 Black birch Betula lenta 15 N N N Y 1 1784 Pignut hickory Carya ovata 13 N N N Y 1 1785 Red maple Acer rubrum 27 Y N N Y 1 1786 Red maple Acer rubrum 9 N N N Y 1 1787 Red maple Acer rubrum 18 N N N Y 1 1788 Pignut hickory Carya ovata 9 N N N Y 1 1789 Red maple Acer rubrum 12 N N N Y 1 1789 Red oak Quercus rubra 8 N N N Y 1 1790 Black birch Betula lenta 13 N N N Y 1 1790 White oak Quercus alba 18 N N N Y 1 1791 American beech Fagus grandifolia 13 N N N Y 1 1792 American beech Fagus grandifolia 15 N N N Y 1 1793 American beech Fagus grandifolia 14 N N N Y 1 1794 Shagbark hickory Carya ovata 16 N N N Y 1 1795 Black gum Nyssa sylvatica 9 N N N Y 1 1796 Shagbark hickory Carya ovata 14 N N N Y 1 1797 American beech Fagus grandifolia 15 N N N Y 1 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 1798 Black oak Quercus velutina 9 N N N N 0 1798 White oak Quercus alba 17 N N N Y 1 1799 Shagbark hickory Carya ovata 15 N N N Y 1 1800 Red maple Acer rubrum 9 N N N Y 1 1801 Red maple Acer rubrum 24 N N N Y 1 1801 Pignut hickory Carya ovata 14 N N N Y 1 1802 Black cherry Prunus serotina 8 N N N Y 1 1802 Shagbark hickory Carya ovata 12 N N N Y 1 1803 Black birch Betula lenta 10 N N N Y 1 1803 Pignut hickory Carya ovata 18 N N N Y 1 1804 Red maple Acer rubrum 9 N N N N 0 1804 Red maple Acer rubrum 14 N N N Y 1 1805 Shagbark hickory Carya ovata 12 N N N N 0 1805 Black birch Betula lenta 13 N N N Y 1 1806 Red maple Acer rubrum 8 N N N Y 1 1807 Black birch Betula lenta 14 N N N Y 1 1808 Black birch Betula lenta 15 N N N Y 1 1809 Black birch Betula lenta 17 N N N Y 1 1810 American beech Fagus grandifolia 8 N N N Y 1 1811 Tulip poplar Liriodendron tulipifera 15 N N N Y 1 1812 Black birch Betula lenta 9 N N N Y 1 1812 Black birch Betula lenta 19 N N N Y 1 1813 Tulip poplar Liriodendron tulipifera 21 N N Y Y 0 1814 Red maple Acer rubrum 9 N N N Y 1 1814 American beech Fagus grandifolia 10 N N N Y 1 1815 Sugar maple Acer saccharum 11 N N N Y 1 1816 Black birch Betula lenta 11 N N N Y 1 1816 Red maple Acer rubrum 18 N N N Y 1 1817 Norway maple Acer platanoides 9 N Y N Y 0 1818 Red maple Acer rubrum 8 N N N Y 1 1818 Red maple Acer rubrum 13 N N N Y 1 1819 American elm Ulmus americana 8 N N N Y 1 1820 Norway maple Acer platanoides 10 N Y N Y 0 1821 Black birch Betula lenta 8 N N N Y 1 1821 Red maple Acer rubrum 15 N N Y Y 0 1822 Black birch Betula lenta 9 N N N Y 1 1822 American beech Fagus grandifolia 16 N N N Y 1 1823 Black birch Betula lenta 8 N N N Y 1 1823 Sassafras Sassafras albidum 15 N N Y Y 0 1824 Red maple Acer rubrum 14 N N N Y 1 1825 Pignut hickory Carya ovata 18 N N N Y 1 1826 Black birch Betula lenta 9 N N N Y 1 1826 Shagbark hickory Carya ovata 14 N N N Y 1 1827 Black birch Betula lenta 10 N N N Y 1 1827 Pignut hickory Carya ovata 8 N N N Y 1 1828 Bitternut hickory Carya cordiformis 12 N N N Y 1 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 1829 Black birch Betula lenta 14 N N N Y 1 1829 Red maple Acer rubrum 11 N N N Y 1 1830 Black birch Betula lenta 13 N N N Y 1 1830 Black oak Quercus velutina 25 Y N N Y 1 1831 Black birch Betula lenta 8 N N N Y 1 1831 Tulip poplar Liriodendron tulipifera 17 N N N Y 1 1832 Black birch Betula lenta 8 N N N Y 1 1832 American beech Fagus grandifolia 11 N N N Y 1 1833 Black birch Betula lenta 13 N N Y Y 0 1833 Tulip poplar Liriodendron tulipifera 16 N N N Y 1 1834 Pignut hickory Carya ovata 12 N N N Y 1 1835 Black oak Quercus velutina 24 N N N Y 1 1836 Black birch Betula lenta 13 N N N Y 1 1836 Black birch Betula lenta 10 N N N Y 1 1837 Black birch Betula lenta 9 N N N Y 1 1837 Black birch Betula lenta 9 N N N Y 1 1838 Black birch Betula lenta 9 N N N Y 1 1838 American beech Fagus grandifolia 9 N N N Y 1 1839 Black birch Betula lenta 9 N N N Y 1 1839 Red maple Acer rubrum 16 N N N Y 1 1840 Black oak Quercus velutina 15 N N N Y 1 1841 Red oak Quercus rubra 8 N N Y Y 0 1842 Black oak Quercus velutina 16 N N N Y 1 1843 Black gum Nyssa sylvatica 13 N N N Y 1 1844 Black oak Quercus velutina 11 N N N Y 1 1845 Black oak Quercus velutina 10 N N N Y 1 1846 Black gum Nyssa sylvatica 9 N N N Y 1 1847 American beech Fagus grandifolia 10 N N N Y 1 1848 Red maple Acer rubrum 14 N N N Y 1 1849 Tulip poplar Liriodendron tulipifera 21 N N N Y 1 1850 American beech Fagus grandifolia 11 N N N Y 1 1851 Sugar maple Acer saccharum 16 N N N Y 1 1852 Tulip poplar Liriodendron tulipifera 17 N N N Y 1 1853 American beech Fagus grandifolia 14 N N N Y 1 1854 Black oak Quercus velutina 22 N N N Y 1 1855 Black oak Quercus velutina 16 N N N Y 1 1856 Black oak Quercus velutina 15 N N N Y 1 1857 Black oak Quercus velutina 31 Y N N Y 1 1858 Red maple Acer rubrum 15 N N N Y 1 1859 Red maple Acer rubrum 8 N N N Y 1 1859 Red maple Acer rubrum 9 N N N Y 1 1860 Red maple Acer rubrum 8 N N N Y 1 1860 Red maple Acer rubrum 16 N N N Y 1 1861 Black birch Betula lenta 10 N N N Y 1 1861 Red maple Acer rubrum 17 N N N Y 1 1862 Sugar maple Acer saccharum 9 N N N Y 1 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 1863 Tulip poplar Liriodendron tulipifera 17 N N N Y 1 1863 Red maple Acer rubrum 9 N N N Y 1 1864 Red maple Acer rubrum 12 N N N Y 1 1865 Sugar maple Acer saccharum 9 N N N Y 1 1866 Sugar maple Acer saccharum 8 N N N Y 1 1867 American elm Ulmus americana 10 N N N Y 1 1868 Sassafras Sassafras albidum 13 N N N Y 1 1868 Tulip poplar Liriodendron tulipifera 27 Y N N Y 1 1869 Tulip poplar Liriodendron tulipifera 16 N N N Y 1 1870 Tulip poplar Liriodendron tulipifera 17 N N N Y 1 1871 Red maple Acer rubrum 15 N N N Y 1 1872 Sugar maple Acer saccharum 12 N N N Y 1 1873 American elm Ulmus americana 10 N N N Y 1 1874 Red maple Acer rubrum 12 N N N Y 1 1875 Tulip poplar Liriodendron tulipifera 16 N N N Y 1 1876 Tulip poplar Liriodendron tulipifera 18 N N N Y 1 1877 White oak Quercus alba 14 N N N Y 1 1878 Sugar maple Acer saccharum 13 N N N Y 1 1879 American linden Tilia americana 14 N N N Y 1 1880 Tulip poplar Liriodendron tulipifera 15 N N N Y 1 1881 Black oak Quercus velutina 16 N N N Y 1 1882 Red maple Acer rubrum 15 N N N Y 1 1883 Red maple Acer rubrum 8 N N N Y 1 1884 Red maple Acer rubrum 10 N N N Y 1 1884 Black oak Quercus velutina 13 N N N Y 1 1885 Red maple Acer rubrum 8 N N N Y 1 1885 Black birch Betula lenta 9 N N N Y 1 1886 Black oak Quercus velutina 13 N N N Y 1 1887 Black oak Quercus velutina 11 N N N Y 1 1888 Black birch Betula lenta 9 N N N Y 1 1889 Red maple Acer rubrum 9 N N N Y 1 1889 Sugar maple Acer saccharum 9 N N N Y 1 1890 Red maple Acer rubrum 9 N N N Y 1 1890 Black birch Betula lenta 8 N N N Y 1 1891 Black gum Nyssa sylvatica 9 N N N Y 1 1892 Black birch Betula lenta 10 N N N Y 1 1892 Red oak Quercus rubra 13 N N N Y 1 1893 White oak Quercus alba 12 N N N Y 1 1894 Black oak Quercus velutina 16 N N N Y 1 1896 Black birch Betula lenta 15 N N N Y 1 1896 Black oak Quercus velutina 9 N N N Y 1 1897 Black oak Quercus velutina 12 N N N Y 1 1898 Black birch Betula lenta 14 N N N Y 1 1898 American beech Fagus grandifolia 8 N N N Y 1 1899 Black oak Quercus velutina 15 N N N Y 1 1900 American beech Fagus grandifolia 8 N N N Y 1 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 1901 Black oak Quercus velutina 17 N N N Y 1 1902 Black gum Nyssa sylvatica 8 N N N Y 1 1903 Cottonwood Populus deltoides 16 N N N Y 1 1903 Black gum Nyssa sylvatica 10 N N N Y 1 1904 Red maple Acer rubrum 14 N N N Y 1 1904 Black gum Nyssa sylvatica 8 N N N Y 1 1905 Black gum Nyssa sylvatica 9 N N N Y 1 1906 Black oak Quercus velutina 14 N N N Y 1 1907 Black cherry Prunus serotina 9 N N N Y 1 1907 Black oak Quercus velutina 17 N N N Y 1 1908 Black oak Quercus velutina 11 N N N Y 1 1909 White oak Quercus alba 8 N N N Y 1 1910 Shagbark hickory Carya ovata 15 N N N Y 1 1910 Black oak Quercus velutina 12 N N N Y 1 1911 Black oak Quercus velutina 14 N N N Y 1 1912 Red maple Acer rubrum 12 N N N Y 1 1912 Black oak Quercus velutina 15 N N N Y 1 1913 Black cherry Prunus serotina 12 N N N Y 1 1913 Black oak Quercus velutina 15 N N Y Y 0 1914 White oak Quercus alba 9 N N N Y 1 1915 Red maple Acer rubrum 10 N N N Y 1 1915 American beech Fagus grandifolia 8 N N N Y 1 1916 Black oak Quercus velutina 19 N N N Y 1 1917 Black oak Quercus velutina 9 N N Y Y 0 1918 Red maple Acer rubrum 16 N N Y Y 0 1919 White oak Quercus alba 16 N N N Y 1 1920 Black oak Quercus velutina 10 N N N Y 1 1921 Red maple Acer rubrum 12 N N N Y 1 1921 Red maple Acer rubrum 12 N N N Y 1 1922 Sassafras Sassafras albidum 9 N N Y Y 0 1922 White oak Quercus alba 19 N N N Y 1 1923 American beech Fagus grandifolia 16 N N N Y 1 1924 White oak Quercus alba 12 N N N Y 1 1925 Sugar maple Acer saccharum 10 N N N Y 1 1926 Red maple Acer rubrum 15 N N N Y 1 1927 Red maple Acer rubrum 8 N N N Y 1 1927 Red maple Acer rubrum 8 N N N Y 1 1928 Red maple Acer rubrum 18 N N N Y 1 1929 Red maple Acer rubrum 11 N N N Y 1 1930 Black oak Quercus velutina 19 N N N Y 1 1931 Red maple Acer rubrum 9 N N N Y 1 1931 Red maple Acer rubrum 14 N N N Y 1 1932 Tulip poplar Liriodendron tulipifera 23 N N N Y 1 1933 Red maple Acer rubrum 12 N N N Y 1 1934 Red maple Acer rubrum 18 N N N Y 1 1935 Black oak Quercus velutina 20 N N Y Y 0 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 1936 Red maple Acer rubrum 14 N N N Y 1 1936 Red maple Acer rubrum 18 N N N Y 1 1937 Red maple Acer rubrum 13 N N N Y 1 1938 Black oak Quercus velutina 23 N N N Y 1 1939 American beech Fagus grandifolia 8 N N N Y 1 1940 Sugar maple Acer saccharum 8 N N N Y 1 1941 American beech Fagus grandifolia 9 N N N Y 1 1942 Black gum Nyssa sylvatica 9 N N N Y 1 1943 Black oak Quercus velutina 22 N N N Y 1 1944 Red maple Acer rubrum 23 N N N Y 1 1944 Black oak Quercus velutina 20 N N N Y 1 1945 Black oak Quercus velutina 18 N N N Y 1 1946 Red maple Acer rubrum 9 N N N Y 1 1947 Red maple Acer rubrum 13 N N N Y 1 1947 Red maple Acer rubrum 10 N N N Y 1 1948 Red maple Acer rubrum 8 N N N Y 1 1948 American beech Fagus grandifolia 8 N N N Y 1 1949 Black birch Betula lenta 12 N N N Y 1 1949 Black oak Quercus velutina 25 Y N N Y 1 1950 Cottonwood Populus deltoides 15 N N N Y 1 1950 Tulip poplar Liriodendron tulipifera 10 N N N Y 1 1951 Black oak Quercus velutina 14 N N N Y 1 1952 Black oak Quercus velutina 14 N N N Y 1 1953 Black oak Quercus velutina 13 N N N Y 1 1954 Black oak Quercus velutina 14 N N N Y 1 1955 American beech Fagus grandifolia 12 N N N Y 1 1956 Black oak Quercus velutina 13 N N N Y 1 1957 Red oak Quercus rubra 11 N N N Y 1 1958 Red maple Acer rubrum 10 N N N Y 1 1959 Black oak Quercus velutina 16 N N N Y 1 1960 American beech Fagus grandifolia 14 N N N Y 1 1961 White oak Quercus alba 9 N N N Y 1 1962 Sugar maple Acer saccharum 8 N N N Y 1 1963 Black oak Quercus velutina 16 N N N Y 1 1964 American beech Fagus grandifolia 9 N N N Y 1 1965 Black oak Quercus velutina 12 N N N Y 1 1966 Black birch Betula lenta 9 N N N Y 1 1966 American beech Fagus grandifolia 11 N N N Y 1 1967 Black oak Quercus velutina 15 N N N Y 1 1968 Black gum Nyssa sylvatica 8 N N N Y 1 1969 Red maple Acer rubrum 10 N N N Y 1 1970 Red maple Acer rubrum 15 N N N Y 1 1970 Black oak Quercus velutina 13 N N N Y 1 1971 Red maple Acer rubrum 9 N N N Y 1 1972 Black birch Betula lenta 8 N N N Y 1 1973 Tulip poplar Liriodendron tulipifera 10 N N N Y 1 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 1974 Black gum Nyssa sylvatica 8 N N N Y 1 1975 Black cherry Prunus serotina 13 N N N Y 1 1975 Red oak Quercus rubra 17 N N N Y 1 1976 Red maple Acer rubrum 11 N N N Y 1 1977 Red oak Quercus rubra 12 N N N Y 1 1978 Tulip poplar Liriodendron tulipifera 16 N N N Y 1 1979 Black oak Quercus velutina 15 N N N Y 1 1980 Red maple Acer rubrum 11 N N N Y 1 1981 Black oak Quercus velutina 15 N N N Y 1 1982 Red maple Acer rubrum 9 N N N Y 1 1983 Black oak Quercus velutina 14 N N N Y 1 1984 Red maple Acer rubrum 30 Y N N Y 1 1985 Red maple Acer rubrum 13 N N N Y 1 1986 Tulip poplar Liriodendron tulipifera 15 N N N Y 1 1987 Red maple Acer rubrum 18 N N N Y 1 1988 Red maple Acer rubrum 17 N N N Y 1 1989 Red maple Acer rubrum 8 N N N Y 1 1990 Red maple Acer rubrum 12 N N N Y 1 1991 American beech Fagus grandifolia 9 N N N Y 1 1992 Red maple Acer rubrum 14 N N N Y 1 1993 Red maple Acer rubrum 51 Y N N Y 1 1994 Cottonwood Populus deltoides 15 N N N Y 1 1995 Black oak Quercus velutina 16 N N N Y 1 1996 Black birch Betula lenta 12 N N N Y 1 1997 Black oak Quercus velutina 14 N N N Y 1 1998 Red maple Acer rubrum 15 N N N Y 1 1998 Black oak Quercus velutina 13 N N N Y 1 1999 Black birch Betula lenta 8 N N N Y 1 1999 Black oak Quercus velutina 12 N N Y Y 0 2000 Black oak Quercus velutina 17 N N N Y 1 2002 Red maple Acer rubrum 10 N N N Y 1 2020 Red maple Acer rubrum 9 N N N Y 1 2021 Red oak Quercus rubra 8 N N N Y 1 2022 Red oak Quercus rubra 8 N N N Y 1 2025 Black oak Quercus velutina 11 N N N Y 1 2026 Black oak Quercus velutina 11 N N N Y 1 2029 Black oak Quercus velutina 9 N N N Y 1 2037 Black oak Quercus velutina 10 N N N Y 1 2038 Red maple Acer rubrum 9 N N N Y 1 2039 Black oak Quercus velutina 8 N N N Y 1 2041 Black oak Quercus velutina 14 N N N Y 1 2050 Red maple Acer rubrum 10 N N N Y 1 2053 Black oak Quercus velutina 18 N N N Y 1 2059 Black oak Quercus velutina 10 N N N Y 1 2060 Black oak Quercus velutina 8 N N N Y 1 2061 Black oak Quercus velutina 9 N N N Y 1 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 2064 Black oak Quercus velutina 8 N N N Y 1 2066 Black oak Quercus velutina 10 N N N Y 1 2068 Red oak Quercus rubra 9 N N N Y 1 2076 Red oak Quercus rubra 10 N N N Y 1 2082 Sugar maple Acer saccharum 8 N N N Y 1 2083 Black oak Quercus velutina 19 N N N Y 1 2085 Shagbark hickory Carya ovata 15 N N N Y 1 2086 Red maple Acer rubrum 24 N N N Y 1 2090 Sugar maple Acer saccharum 9 N N N Y 1 2091 Black birch Betula lenta 8 N N N Y 1 2094 Black oak Quercus velutina 11 N N N Y 1 2095 Red oak Quercus rubra 14 N N N Y 1 2101 Black birch Betula lenta 8 N N Y Y 0 2103 Black oak Quercus velutina 8 N N N Y 1 2105 Red maple Acer rubrum 8 N N N Y 1 2107 Black oak Quercus velutina 8 N N N Y 1 2115 Black oak Quercus velutina 8 N N N Y 1 2116 Black oak Quercus velutina 12 N N N Y 1 2117 Black oak Quercus velutina 8 N N N Y 1 2118 Tulip poplar Liriodendron tulipifera 22 N N Y Y 0 2120 Red maple Acer rubrum 9 N N N Y 1 2121 Red maple Acer rubrum 15 N N N Y 1 2125 Black birch Betula lenta 10 N N N Y 1 2127 Red maple Acer rubrum 8 N N N Y 1 2131 Black birch Betula lenta 14 N N N Y 1 2132 Black birch Betula lenta 11 N N N Y 1 2133 Black birch Betula lenta 13 N N N Y 1 2135 Black birch Betula lenta 9 N N N Y 1 2138 Black birch Betula lenta 12 N N N Y 1 2141 Black cherry Prunus serotina 8 N N N Y 1 2143 Red maple Acer rubrum 9 N N N Y 1 2144 Black birch Betula lenta 15 N N N Y 1 2151 Red maple Acer rubrum 8 N N N Y 1 2152 Black birch Betula lenta 9 N N Y Y 0 2153 Black birch Betula lenta 11 N N N Y 1 2154 Black oak Quercus velutina 8 N N N Y 1 2155 Tulip poplar Liriodendron tulipifera 26 Y N N Y 1 2156 American beech Fagus grandifolia 10 N N N Y 1 2157 Black birch Betula lenta 8 N N N Y 1 2160 Black birch Betula lenta 9 N N N Y 1 2161 Black birch Betula lenta 9 N N N Y 1 2162 Black oak Quercus velutina 9 N N N Y 1 2163 Black oak Quercus velutina 14 N N N Y 1 2164 Black birch Betula lenta 10 N N N Y 1 2167 American beech Fagus grandifolia 10 N N N Y 1 2168 American beech Fagus grandifolia 10 N N N Y 1 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 2169 Black oak Quercus velutina 8 N N N Y 1 2171 Black oak Quercus velutina 14 N N N Y 1 2172 Black birch Betula lenta 12 N N N Y 1 2175 Black birch Betula lenta 10 N N N Y 1 2176 Red maple Acer rubrum 16 N N N Y 1 2183 Red maple Acer rubrum 10 N N N Y 1 2184 Black birch Betula lenta 10 N N N Y 1 2185 Red maple Acer rubrum 8 N N N Y 1 2186 Red maple Acer rubrum 8 N N N Y 1 2188 Red maple Acer rubrum 16 N N N Y 1 2189 Red maple Acer rubrum 8 N N N Y 1 2193 Red maple Acer rubrum 12 N N N N 0 2194 Red maple Acer rubrum 15 N N N Y 1 2195 Red maple Acer rubrum 9 N N N N 0 2237 Tulip poplar Liriodendron tulipifera 32 Y N N Y 1 2521 Sugar maple Acer saccharum 14 N N N Y 1 2610 Sassafras Sassafras albidum 8 N N N Y 1 2612 Sugar maple Acer saccharum 20 N N N Y 1 2613 Sugar maple Acer saccharum 21 N N N Y 1 2614 Black birch Betula lenta 9 N N N Y 1 2617 Black oak Quercus velutina 17 N N N Y 1 2622 Black birch Betula lenta 9 N N N Y 1 2624 Sassafras Sassafras albidum 13 N N Y Y 0 2625 Sassafras Sassafras albidum 14 N N N Y 1 2629 Black birch Betula lenta 13 N N N Y 1 2630 Black birch Betula lenta 8 N N N Y 1 2633 Red maple Acer rubrum 13 N N N Y 1 2638 Norway maple Acer platanoides 23 N Y N Y 0 2640 Red maple Acer rubrum 16 N N Y Y 0 2641 Sugar maple Acer saccharum 11 N N N Y 1 2642 Black cherry Prunus serotina 12 N N N Y 1 2644 Black birch Betula lenta 15 N N N Y 1 2646 Red maple Acer rubrum 10 N N N Y 1 2647 Black oak Quercus velutina 17 N N N Y 1 2649 Sassafras Sassafras albidum 15 N N N Y 1 2650 Red maple Acer rubrum 8 N N N Y 1 2651 Shagbark hickory Carya ovata 10 N N N Y 1 2652 Red maple Acer rubrum 19 N N N Y 1 2653 Red maple Acer rubrum 24 N N N Y 1 2655 American beech Fagus grandifolia 11 N N N Y 1 2656 Black cherry Prunus serotina 8 N N N Y 1 2657 Black oak Quercus velutina 8 N N N Y 1 2659 Red maple Acer rubrum 23 N N N Y 1 2663 Black cherry Prunus serotina 21 N N Y Y 0 2665 Black birch Betula lenta 8 N N N Y 1 2667 Black birch Betula lenta 9 N N N Y 1 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 2668 Black birch Betula lenta 13 N N N Y 1 2669 Red maple Acer rubrum 12 N N N Y 1 2670 Black birch Betula lenta 9 N N N Y 1 2671 Black birch Betula lenta 9 N N N Y 1 2674 Black birch Betula lenta 8 N N N Y 1 2679 Black oak Quercus velutina 11 N N N Y 1 2681 Black oak Quercus velutina 9 N N Y Y 0 2683 Black birch Betula lenta 11 N N Y Y 0 2685 Black birch Betula lenta 10 N N N Y 1 2686 Sugar maple Acer saccharum 12 N N N Y 1 2687 Black birch Betula lenta 11 N N N Y 1 2689 Red maple Acer rubrum 16 N N N Y 1 2690 Black birch Betula lenta 10 N N N Y 1 2692 Black oak Quercus velutina 11 N N N Y 1 2695 Black oak Quercus velutina 17 N N N Y 1 2696 Black oak Quercus velutina 9 N N N Y 1 2697 Red maple Acer rubrum 9 N N N Y 1 2698 Black oak Quercus velutina 14 N N N Y 1 2699 Black oak Quercus velutina 10 N N N Y 1 2700 Black birch Betula lenta 10 N N N Y 1 2701 Black birch Betula lenta 9 N N N Y 1 2702 Red maple Acer rubrum 11 N N N Y 1 2705 Black oak Quercus velutina 24 N N N Y 1 2707 Red maple Acer rubrum 14 N N N Y 1 2712 Red maple Acer rubrum 10 N N N Y 1 2714 Black birch Betula lenta 9 N N N Y 1 2716 Red maple Acer rubrum 14 N N N Y 1 2719 Mockernut hickory Carya tomentosa 19 N N N Y 1 2720 Red maple Acer rubrum 10 N N N Y 1 2721 Black birch Betula lenta 21 N N N Y 1 2722 Black birch Betula lenta 18 N N N Y 1 2724 Red maple Acer rubrum 15 N N N Y 1 2730 Red maple Acer rubrum 13 N N N Y 1 2731 Red maple Acer rubrum 19 N N N Y 1 2732 Black oak Quercus velutina 18 N N N Y 1 2733 Red maple Acer rubrum 12 N N N Y 1 2734 Red maple Acer rubrum 8 N N N Y 1 2736 Red maple Acer rubrum 12 N N N Y 1 2737 Red maple Acer rubrum 13 N N N Y 1 2738 Black oak Quercus velutina 16 N N N Y 1 2739 Tulip poplar Liriodendron tulipifera 34 Y N N Y 1 2740 Tulip poplar Liriodendron tulipifera 21 N N N Y 1 2742 Black birch Betula lenta 17 N N Y Y 0 2743 American beech Fagus grandifolia 12 N N N Y 1 2744 Black birch Betula lenta 12 N N N Y 1 2745 Black birch Betula lenta 13 N N N Y 1 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 2747 Red maple Acer rubrum 22 N N N Y 1 2748 Black birch Betula lenta 10 N N N Y 1 2749 Red maple Acer rubrum 12 N N N Y 1 2751 Red maple Acer rubrum 10 N N N Y 1 2752 Red maple Acer rubrum 10 N N N Y 1 2753 Black birch Betula lenta 10 N N N Y 1 2755 Black oak Quercus velutina 26 Y N N Y 1 2756 Black birch Betula lenta 9 N N Y Y 0 2757 Sassafras Sassafras albidum 11 N N N Y 1 2758 Black cherry Prunus serotina 9 N N N Y 1 2760 Black birch Betula lenta 11 N N N Y 1 2761 Black birch Betula lenta 16 N N N Y 1 2763 Black gum Nyssa sylvatica 8 N N N Y 1 2765 Black oak Quercus velutina 12 N N N Y 1 2766 Black birch Betula lenta 13 N N N Y 1 2769 Sugar maple Acer saccharum 10 N N N Y 1 2770 Black birch Betula lenta 12 N N N Y 1 2776 Red maple Acer rubrum 13 N N N Y 1 2777 Red maple Acer rubrum 14 N N N Y 1 2778 Red maple Acer rubrum 14 N N N Y 1 2779 Red maple Acer rubrum 27 Y N N Y 1 2780 Black birch Betula lenta 13 N N N Y 1 2781 Red maple Acer rubrum 11 N N N Y 1 2783 Black oak Quercus velutina 21 N N N Y 1 2784 Black birch Betula lenta 15 N N N Y 1 2786 Red maple Acer rubrum 11 N N N Y 1 2789 Red maple Acer rubrum 19 N N N Y 1 2790 Black birch Betula lenta 8 N N Y Y 0 2791 Black birch Betula lenta 12 N N N Y 1 2793 Black oak Quercus velutina 13 N N N Y 1 2794 Black oak Quercus velutina 13 N N N Y 1 2795 Black oak Quercus velutina 18 N N N Y 1 2797 Black birch Betula lenta 9 N N N Y 1 2798 Red maple Acer rubrum 8 N N N Y 1 2799 Black oak Quercus velutina 15 N N N Y 1 2801 Black birch Betula lenta 13 N N N Y 1 2802 Black birch Betula lenta 16 N N N Y 1 2805 Black oak Quercus velutina 11 N N N Y 1 2808 Black cherry Prunus serotina 10 N N N Y 1 2843 Black birch Betula lenta 10 N N N N 0 2845 Red maple Acer rubrum 12 N N N N 0 2846 Black birch Betula lenta 10 N N N N 0 2847 Black birch Betula lenta 10 N N N N 0 2848 Black birch Betula lenta 9 N N N N 0 2849 Black birch Betula lenta 13 N N N N 0 2867 Black birch Betula lenta 14 N N N N 0 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 2869 Black birch Betula lenta 13 N N N N 0 2871 Shagbark hickory Carya ovata 10 N N N N 0 2872 Shagbark hickory Carya ovata 24 N N N N 0 2880 Black birch Betula lenta 10 N N N N 0 2892 Black cherry Prunus serotina 11 N N N N 0 2900 Black cherry Prunus serotina 11 N N N N 0 2901 Norway maple Acer platanoides 16 N Y N N 0 2902 Black cherry Prunus serotina 28 Y N N N 0 2905 Black birch Betula lenta 14 N N N N 0 2909 Tulip poplar Liriodendron tulipifera 21 N N N N 0 2912 Norway maple Acer platanoides 12 N Y N N 0 2914 Shagbark hickory Carya ovata 9 N N N N 0 2929 Black oak Quercus velutina 12 N N N Y 1 2931 Black oak Quercus velutina 12 N N N Y 1 2933 Red maple Acer rubrum 11 N N N Y 1 2934 Black oak Quercus velutina 21 N N N Y 1 2939 Black oak Quercus velutina 13 N N N Y 1 2942 Red maple Acer rubrum 9 N N N Y 1 2952 Black birch Betula lenta 10 N N N N 0 2953 Black birch Betula lenta 11 N N N N 0 2954 Black birch Betula lenta 10 N N Y N 0 2958 Black cherry Prunus serotina 14 N N N N 0 2960 Black oak Quercus velutina 10 N N Y Y 0 2961 Black birch Betula lenta 14 N N N N 0 2976 Black oak Quercus velutina 13 N N N Y 1 2984 Black oak Quercus velutina 15 N N N N 0 2990 American beech Fagus grandifolia 10 N N N N 0 2992 White oak Quercus alba 12 N N N N 0 2995 Black cherry Prunus serotina 16 N N N N 0 2996 Sugar maple Acer saccharum 14 N N N N 0 3009 Pin oak Quercus palustris 15 N N N Y 1 3010 Red maple Acer rubrum 10 N N N Y 1 3011 Black oak Quercus velutina 17 N N N Y 1 3012 Black birch Betula lenta 14 N N N Y 1 3014 Black oak Quercus velutina 10 N N N Y 1 3016 Red maple Acer rubrum 11 N N N Y 1 3017 Red maple Acer rubrum 14 N N N Y 1 3018 Red maple Acer rubrum 19 N N N Y 1 3019 Red maple Acer rubrum 14 N N N Y 1 3020 Black oak Quercus velutina 13 N N N Y 1 3021 Red maple Acer rubrum 11 N N N Y 1 3023 Red oak Quercus rubra 12 N N N Y 1 3025 Black oak Quercus velutina 14 N N N Y 1 3028 Black oak Quercus velutina 12 N N N Y 1 3029 Black birch Betula lenta 11 N N N Y 1 3030 Red maple Acer rubrum 17 N N N Y 1 TREE INVENTORY Tree ID Common Name Scientific Name DBH (in.) Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 3031 Red maple Acer rubrum 8 N N N Y 1 3032 Red maple Acer rubrum 13 N N N Y 1 3033 American beech Fagus grandifolia 10 N N N Y 1 3034 Black oak Quercus velutina 9 N N N Y 1 3036 Black oak Quercus velutina 14 N N N Y 1 3041 Black oak Quercus velutina 10 N N N Y 1 3045 Black cherry Prunus serotina 8 N N Y Y 0 3046 Black birch Betula lenta 17 N N N Y 1 3047 Black birch Betula lenta 8 N N N Y 1 3048 Black birch Betula lenta 11 N N N Y 1 3049 Black birch Betula lenta 10 N N N Y 1 3051 Black oak Quercus velutina 12 N N N Y 1 3054 Black birch Betula lenta 9 N N N Y 1 3055 Black birch Betula lenta 13 N N N Y 1 3060 Black birch Betula lenta 8 N N N Y 1 3063 Cottonwood Populus deltoides 14 N N N Y 1 3064 Black birch Betula lenta 11 N N N Y 1 3067 Red maple Acer rubrum 8 N N N Y 1 3069 Black birch Betula lenta 14 N N N Y 1 3070 Black birch Betula lenta 17 N N N Y 1 3071 Black birch Betula lenta 15 N N Y Y 0 3072 Red maple Acer rubrum 8 N N N Y 1 3073 White oak Quercus alba 13 N N N Y 1 3074 Red maple Acer rubrum 20 N N N Y 1 Total # of Trees Surveyed:1584 Total Protected Trees to be Removed:1141 PROTECTED TREE CALCULATION A Average DBH of protected trees being removed (inches):13.36 **Please note: This worksheet is a guide for the Planning Board to use in determining required tree mitigation. Refer to Town Code Chapter 270 for definitions and mitigation requirements. B Average DBH of replacement trees (inches):3 C Mitigation Ratio: (A/B)4.45 D Protected Trees to be Removed (≥8"dbh, not invasive or dead):1141 E Required # replacement trees: (CxD)5080 F # Replacement trees being planted:782 G Tree deficient: (E-F)4298 H Calculated Payment to Tree Bank Fund: (G x $100)$114,100.00 PROTECTED WOODLAND CALCULATION Protected Woodland - Woodland of 10,000 SF or greater in area regardless of individual property boundaries. Payment to Tree Bank Fund Required - $300 for every 5,000 SF of Protected Woodland Disturbed. I Disturbed Protected Woodland (acres):16.1 J Disturbed Protected Woodland (SF): (Ix43,560 SF)701,316 K Area subject to regulation: (J/5,000 SF)140.3 L Calculated Payment to Tree Bank Fund: (Kx$300)$42,079 Total Calculated Payment to Tree Bank Fund:$156,179.00 100 Fillmore St., Suite 500 Denver, CO 80206 Phone (303) 968-1171 www.freestonerenewables.com Jacob’s Road Solar Project Freestone Renewables, LLC Project Decommissioning Plan October 2025 Contents 1. 1. 2. The Project Developer Freestone Renewables, or any future owner-operator of Jacob’s Road Solar Facility, will manage and coordinate the decommissioning process. The project developer will ensure compliance with all 3. Decommissioning of the Solar Facility Decommissioning of Jacob’s Road Solar Facility may 5. 3.2 Environmental Effects The decommissioning of Jacob’s Road Solar Facility 3. 4. Costs of Decommissioning & Decommissioning Bond APPENDIX A Means of Managing Excess Materials and Waste Materials/ Waste Means of Managing Excess Materials and Waste PV Modules If there is no possibility for reuse, the panels will either be returned to the manufacturer for appropriate disposal or will be transported to a recycling facility where the glass, metal, and semiconductor materials will be separated and recycled. Metal racking These materials will be disposed of off-site at an approved facility Transformers and APPENDIX B Photo 1: North of array (looking south) Photo 2: East of array (looking west) Photo 3: South of array (looking north) Photo 4: West of array (looking east) APPENDIX C Stormwater Pollution Prevention Plan Prepared for: Freestone Renewables, LLC PO Box 630678 Highlands Ranch, NY, 80163 Submitted by: LaBella Associates 4 British American Boulevard Latham, NY 12110 (518) 273-0055 Jacob Road Solar Town of Yorktown, Westchester County, New York Date: October 2025 Last revised: October 2025 Project No. 2231869 PREPARER OF THE SWPPP “I hereby certify that the Stormwater Pollution Prevention Plan (SWPPP) for this project has been prepared in accordance with the terms and conditions of the GP-0-25-001. Furthermore, I understand that certifying false, incorrect or inaccurate information is a violation of this permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings.” Name and Title1: Walter Kubow, PE Date: October 2025 1 This is a signature of a New York State licensed Professional Engineer employed by LaBella Associates that is duly authorized to sign and seal Stormwater Pollution Prevention Plans (SWPPPs), NOIs, and NOTs prepared under their direct supervision. Refer to Appendix B for the SWPPP Preparer Certification Form, and Appendix I for the LaBella Certifying Professionals Letter. TABLE OF CONTENTS 1.0 EXECUTIVE SUMMARY .................................................................................................................... 1 1.1 Project Description ................................................................................................................... 1 1.2 Stormwater Pollution Controls ................................................................................................. 2 2.0 SITE CHARACTERISTICS .................................................................................................................. 2 2.1 State Environmental Quality Review ....................................................................................... 2 2.2 Land Use and Topography ....................................................................................................... 3 2.3 Soils and Groundwater............................................................................................................. 3 2.4 Watershed Designation ........................................................................................................... 4 2.5 Receiving Water Bodies ........................................................................................................... 4 2.6 Aquifer Designation .................................................................................................................. 4 2.7 Wetlands ................................................................................................................................... 4 2.8 Flood Plains .............................................................................................................................. 4 2.9 Listed, Endangered, or Threatened Species .......................................................................... 5 2.10 Historic Places ........................................................................................................................ 5 2.11 Rainfall Data ........................................................................................................................... 5 2.12 Pre-development Watershed Conditions .............................................................................. 5 2.13 Post-development Watershed Conditions ............................................................................ 5 2.14 Description of Design Points ................................................................................................. 6 3.0 STORMWATER MANAGEMENT PLANNING .................................................................................... 6 3.1 STEP 1 – Site Planning ............................................................................................................ 6 3.2 STEP 2 – Calculate Water Quality Treatment Volume (WQv) ................................................ 7 3.3 STEP 3 – Apply RR Techniques and Standard SMPs with RRv Capacity to Reduce Total WQv ......................................................................................................................................... 8 3.4 STEP 4 – Calculate the Minimum RRv Required.................................................................... 9 3.5 STEP 5 – Apply Standard SMPs to Address Remaining Water Quality Volume .................. 10 3.6 STEP 6 - Apply Volume and Peak Rate Control .................................................................... 10 3.7 Climate Change Consideration .............................................................................................. 12 4.0 CONSTRUCTION SEQUENCE ......................................................................................................... 12 5.0 CONSTRUCTION-PHASE POLLUTION CONTROL ........................................................................... 13 5.1 Temporary Erosion and Sediment Control Measures .......................................................... 13 5.2 Permanent Erosion and Sediment Control Measures ......................................................... 14 5.3 Other Pollutant Controls......................................................................................................... 15 5.4 Construction Housekeeping Practices .................................................................................. 17 6.0 INSPECTIONS, MAINTENANCE, AND REPORTING ....................................................................... 18 6.1 Inspection and Maintenance Requirements ........................................................................ 18 6.2 Reporting Requirements ........................................................................................................ 20 7.0 SWPPP IMPLEMENTATION RESPONSIBILITIES ........................................................................... 22 7.1 Owner’s/Operator's Responsibilities ..................................................................................... 22 7.2 Owner’s/Operator’s Engineer’s Responsibilities .................................................................. 25 7.3 Contractor's Responsibilities ................................................................................................. 26 7.4 Qualified Inspector’s/Qualified Professional’s Responsibilities ......................................... 27 7.5 SWPPP Participants ............................................................................................................... 29 LIST OF TABLES Table 1: USDA Soil Data .............................................................................................................................. 3 Table 2: Project Site HSG Data ................................................................................................................... 4 Table 3: Rainfall Data .................................................................................................................................. 5 Table 4: Required WQv Summary ............................................................................................................... 7 Table 6: Summary of Standard SMPs with RRv Capacity being Applied .................................................. 8 Table 7: RRv Summary ................................................................................................................................ 9 Table 8: Minimum RRv Summary ............................................................................................................... 9 Table 9: Design Events .............................................................................................................................. 11 Table 10: Summary of Pre- and Post-Development Peak Discharge Rates ........................................... 12 Table 11: Common Construction Pollutants ............................................................................................ 16 APPENDICES Appendix A: Figures • A-1: Site Location Map • A-2: Soils Map • A-3: Historic Places Screening Map • A-4: Environmental Resource Map • A-5: FEMA Firm Map • A-6: Pre-Development Watershed Delineation Map • A-7: Post-Development Watershed Delineation Map Appendix B: Forms • Notice of Intent (NOI) • MS4 SWPPP Acceptance Form • SWPPP Preparer Certification Form • Owner/Operator Certification Form • NYCDEP Certification Form • Contractor and Subcontractor Certification Forms Appendix C: Project Evaluation and Design Calculations Appendix D: Pre-Development Stormwater Modeling Appendix E: Post-Development Stormwater Modeling Appendix F: SWPPP Inspection Report (Sample Form) Appendix G: Post-Construction Inspections and Maintenance Appendix H: NYSDEC “Deep-Ripping and Decompaction,” April 2008 Appendix I: LaBella Certifying Professionals Letter Appendix J: NYSDEC SPDES General Permit GP-0-25-001 Stormwater Pollution Prevention Plan 2231869 Page 1 1.0 EXECUTIVE SUMMARY This Stormwater Pollution Prevention Plan (SWPPP) has been prepared for major activities associated with construction of a solar PV array in the Town of Yorktown. This SWPPP includes the elements necessary to comply with the national baseline general permit for construction activities enacted by the U.S. Environmental Protection Agency (EPA) under the National Pollutant Discharge Elimination System (NPDES) program and all local governing agency requirements. This SWPPP must be executed and permit coverage must be obtained prior to the commencement of construction activity. This SWPPP has been developed in accordance with the “New York State Department of Environmental Conservation (NYSDEC) State Pollutant Discharge Elimination System (SPDES) General Permit for Stormwater Discharges from Construction Activity,” Permit No. GP-0-25-001, effective January 29, 2025 through January 28, 2030. The SWPPP and accompanying plans identify and detail stormwater management, pollution prevention, and erosion and sediment control measures necessary during and following completion of construction. This SWPPP and the accompanying plans entitled “Jacob Road Solar” have been submitted as a set. These engineering drawings are considered an integral part of this SWPPP. Therefore, this SWPPP is not considered complete without them. References made herein to “the plans” or to a specific “sheet” refer to these drawings. This report considers the impacts associated with the intended development with the purpose of: 1. Maintaining existing drainage patterns as much as possible while continuing the conveyance of upland watershed runoff; 2. Controlling increases in the rate of stormwater runoff resulting from the proposed development so as not to adversely alter downstream conditions; and 3. Mitigating potential stormwater quality impacts and preventing soil erosion and sedimentation resulting from stormwater runoff generated both during and after construction. The analysis and design completed and documented in this report is intended to be part of the application made for a solar development project completed on behalf of the Owner/Operator. 1.1 Project Description Freestone Renewables, LLC is proposing a development project. The project will disturb one (1) or more acres and as such, preparation of this SWPPP is required under GP-0-25-001. A Site Location Map has been provided in Appendix A, as Figure A-1. This type of project is included in Table 2 of Appendix B of GP-0-25-001; and the project site is located in the New York City Watershed East of the Hudson, which is listed in Appendix C of GP-0-25-001. Therefore, this SWPPP includes post-construction stormwater management practices designed for enhanced phosphorus removal standards, as well as erosion and sediment controls. This project is located within the Town Of Yorktown regulated, traditional land use control Municipal Separate Stormwater Sewer System (MS4). Therefore, an MS4 SWPPP Acceptance Form is required to accompany NOIs submitted to the NYSDEC. Runoff from the project site will discharge to the Hunter Brook, which is included in the list of Section 303(d) water bodies included in Appendix D of GP-0-25-001. Stormwater Pollution Prevention Plan 2231869 Page 2 Project construction activities will consist primarily of site grading, paving, and the installation of storm drainage infrastructure necessary to support the proposed development project. Construction phase pollutant sources anticipated at the site are disturbed (exposed) soil, vehicle fuels and lubricants, chemicals associated with building construction, and building materials. Without adequate control there is the potential for each type of pollutant to be transported by stormwater. 1.2 Stormwater Pollution Controls The stormwater pollution controls outlined herein have been designed and evaluated in accordance with the following standards and guidelines: • New York State Stormwater Management Design Manual, dated July 31, 2024 (Design Manual). • New York State Standards and Specifications for Erosion and Sediment Control, dated November 2016 (SSESC). • Rules and Regulations for the Protection from Contamination, Degradation and Pollution of the New York City Water Supply and Its Sources, amended November 2019. • Bureau of Water Supply, Applicant’s Guide to Stormwater Pollution Prevention Plans, dated September 2011. • Town of Yorktown Code, Chapter 248 Stormwater Management and Erosion and Sediment Control Stormwater quality will be enhanced through the implementation of temporary and permanent erosion and sediment control measures, the proposed stormwater management practice(s), and other construction-phase pollution controls outlined herein. The proposed stormwater management approach consisting of on-site stormwater management practices will adequately collect, treat, and convey the stormwater runoff. Bioretention areas will be used to manage and treat stormwater runoff generated by the proposed development project. Pre- and post-development surface runoff rates have been evaluated for the 1-, 10-, and 100-year 24- hour storm events. Comparison of pre- and post-development watershed conditions demonstrates that the peak rate of runoff from the project site will not be increased. 2.0 SITE CHARACTERISTICS 2.1 State Environmental Quality Review The construction activity is subject to State Environmental Quality Review (SEQR). The project is considered a Type I action. As such, SEQR coordination has been initiated. A copy of the SEQR documentation, in accordance with Part I.A.5. of GP-0-25-001, will be provided in Appendix A, as Figure A-5 upon receipt. Stormwater Pollution Prevention Plan 2231869 Page 3 2.2 Land Use and Topography The project site is located within the One-Family Residential (R1-160) zoning district. Solar PV array development is subject to a special use permit within this district. The overall site is moderately sloping, with slopes ranging from 8 to 30 percent. Site elevations range from approximately 235 feet relative to the North American Vertical Datum of 1988 to 526 feet NAVD88. The site topography generally slopes from north to southeast with exception for the northwest corner sloping northwest. 2.3 Soils and Groundwater The US Department of Agriculture (USDA) Web Soil Survey (http://websoilsurvey.nrcs.usda.gov/app/) was used to obtain surficial soil conditions for the study area, as follows: Table 1: USDA Soil Data Map Symbol & Description Hydrologic Soil Group Erosion Factor K Depth to Water Table (feet) Depth to Bedrock (feet) Ff – Fluvaquents-Udifluvents complex, frequently flooded A/D 0.17 0.00 >6.5 PnB – Paxton fine sandy loam, 3 to 8 percent slopes C 0.28 2.00 >6.5 PnC – Paxton fine sandy loam, 8 to 15 percent slopes C 0.28 2.00 >6.5 PnD – Paxton fine sandy loam, 15 to 25 percent slopes C 0.28 2.00 >6.5 PoC – Paxton fine sandy loam, 8 to 15 percent slopes, very stony C --- 2.33 >6.5 PoD – Paxton fine sandy loam, 15 to 25 percent slopes, very stony C --- 2.33 >6.5 RdA – Ridgebury complex, 0 to 3 percent slopes D --- 0.25 >6.5 RdB – Ridgebury complex, 3 to 8 percent slopes D --- 0.25 >6.5 RgB – Ridgebury complex, 0 to 8 percent slopes, very stony D --- 0.25 >6.5 WdC – Woodbridge loam, 8 to 15 percent slopes C/D 0.32 1.50 >6.5 Upon review of the soil data presented in Table 1, the project site does not contain soils with a soil slope phase of D with a map unit name that inclusive of slopes greater than 25%, and does not contain soils with a soil slope phase of E or F. The project site is composed of HSG A soils, HSG C soils, and HSG D soils, as shown in the table below. For the purposes of this report, HSG A/D and C/D soils were modeled as HSG D soils to reflect the undrained condition. Stormwater Pollution Prevention Plan 2231869 Page 4 Table 2: Project Site HSG Data HSG C HSG D 76% 24% The Soil Conservation Service defines the hydrologic soil groups as follows: • Type C Soils: Soils having a low infiltration rate when thoroughly wet and consisting chiefly of soils with a layer that impedes downward movement of water and soils with moderately fine- to-fine texture. These soils have a low rate of water transmission. • Type D Soils: Soils having a very low infiltration rate and high runoff potential when thoroughly wet. These soils consist chiefly of clays that have high shrink-swell potential, soils that have a permanent high water table, soils that have a clay pan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very low rate of water transmission. The soils map for the study area is presented in Appendix A, as Figure A-2. 2.4 Watershed Designation The project site is located within the New York City Watershed East of the Hudson, which is listed in Appendix C of GP-0-25-001 as a watershed where enhanced phosphorus removal standards are required for projects listed in Table 2 of Appendix B of GP-0-25-001. 2.5 Receiving Water Bodies The nearest natural classified water body into which runoff from the project site will discharge is the Hunter Brook. The Hunter Brook waterbody is classified by NYSDEC as a Class B(TS) water course, and is included in the Section 303(d) list of impaired waters found in Appendix D of GP-0-25-001. 2.6 Aquifer Designation The project site is not located over a US EPA designated Sole Source aquifer; nor is it located over a Primary or Principal aquifer listed in the NYSDEC Technical and Operational Guidance Series (TOGS) 2.1.3 (1980). 2.7 Wetlands A search on the NYSDEC Environmental Resource Mapper on July 16, 2025, and a review of GIS data, determined that there are no known regulated wetlands located on or in the vicinity of the project site. 2.8 Flood Plains According to the National Flood Insurance Program Flood Insurance Rate Map (FIRM), Town of Yorktown, New York, Community Panel Number 360937, the project site lies within Flood Zone X, areas determined to be outside 500-year floodplain The FEMA Flood Map has been provided in Appendix A, as Figure A-5. Stormwater Pollution Prevention Plan 2231869 Page 5 2.9 Listed, Endangered, or Threatened Species A search was performed on the NYSDEC Environmental Resource Mapper on July 16, 2025, and determined that the project site has no known occurrences of threatened or endangered species, or critical habitat. An Environmental Resource Map has been provided in Appendix A, as Figure A-4. 2.10 Historic Places A search on the New York State Cultural Resource Information System (CRIS) database, performed on July 16, 2025, revealed that the construction activity is not within an archaeological buffer area indicated on the sensitivity map, and that the construction activity is not located on or immediately adjacent to a property listed or determined to be eligible for listing on the National or State Registers of Historic Places, and that there is no new permanent building on the construction site within 100 feet from a building, structure, or object that is more than 50 years, in accordance with Part I.A.4 of GP-0-25-001. A printout of the historic places screening map is presented in Appendix A, as Figure A- 3. 2.11 Rainfall Data Rainfall data utilized in the modeling and analysis was obtained from the Cornell University online Extreme Precipitation in New York & New England website (http://precip.eas.cornell.edu/). A local IDF file was imported, and specific mass curves were generated, in HydroCAD to evaluate the pre- and post-development stormwater runoff characteristics. Rainfall data specific to the portion of Westchester County under consideration, for various 24-hour storm events, is presented in the following Table: Table 3: Rainfall Data Storm Event Return Period 24-Hour Rainfall (inches) 1-year 2.76 10-year 5.10 100-year 9.26 2.12 Pre-development Watershed Conditions The pre-development project site is covered predominantly by woods. Analysis of pre-development conditions considered existing drainage patterns, soil types, ground cover, and topography. The Pre- Development Watershed Delineation Map has been provided in Appendix A, as Figure A-6. The results of the computer modeling used to analyze the overall watershed under pre-development conditions are presented in Appendix D. A summary of the pre-development watershed runoff rates at each Design Point is presented in Table 9. 2.13 Post-development Watershed Conditions The post-development project site is covered predominantly by woods with a large area of meadow, small gravel driveway and electrical pad area. The analysis of post-development conditions considered Stormwater Pollution Prevention Plan 2231869 Page 6 existing drainage patterns, soil types, ground cover to remain, planned site development, site grading, and stormwater management facilities proposed as part of site improvements. The Post-Development Watershed Delineation Map has been provided in Appendix A, as Figure A-7. The results of the computer modeling used to analyze the overall watershed under post-development conditions are presented in Appendix D. A summary of the post-development watershed runoff rates at each Design Point is presented in Table 9. Spacing the panels one table width apart allows for the area of the solar panels to be considered pervious. 2.14 Description of Design Points The study area consists of an overall watershed that encompasses approximately 60± acres, including the 22± acre project site and 20± acre area of disturbance. The overall watershed was broken down into smaller watersheds, or subcatchments, to allow for analysis of runoff conditions at several locations throughout the study area. Each of these locations was defined as a Design Point (DP) in order to compare the effects resulting from stormwater management facilities proposed as part of the project. Descriptions of each of the selected Design Points are provided below. • Analysis Point 1: Overland and shallow concentrated flow discharging toward the southeast to Hunter Brook. • Analysis Point 2: Overland and shallow concentrated flow discharging toward the northwest corner of the site 3.0 STORMWATER MANAGEMENT PLANNING Chapter 3 of the Design Manual outlines a six-step planning process for site planning and selection of stormwater management practices that must be implemented for both new development and redevelopment projects. This process is intended to develop a design that maintains pre-construction hydrologic conditions through the application of environmentally sound development principles, as well as treatment and control of runoff discharges from the site. The following sections outline the step-by-step process and how it has been applied to this project. The goals of this Stormwater Management Plan are to analyze the peak rate of runoff under pre- and post-development conditions, to maintain the pre-development rate of runoff in order to minimize impacts to adjacent or downstream properties, and to minimize the impact to the quality of runoff exiting the site. The Design Manual provides both water quality and water quantity objectives to be met by projects requiring a “Full SWPPP”. These objectives will be met by applying stormwater control practices to limit peak runoff rates and improve the quality of runoff leaving the developed site. 3.1 STEP 1 – Site Planning During the Site Planning process, the project site is evaluated for implementation of the green infrastructure planning measures identified in Table 3.1 of the Design Manual, in order to preserve natural resources and reduce impervious cover. Appendix C provides a description of each green infrastructure planning measure, along with a project specific evaluation. Stormwater Pollution Prevention Plan 2231869 Page 7 3.2 STEP 2 – Calculate Water Quality Treatment Volume (WQv) Stormwater runoff from impervious surfaces is recognized as a significant contributor of pollution that can adversely affect the quality of receiving water bodies. Therefore, treatment of stormwater runoff is important since most runoff related water quality contaminants are transported from land, particularly the impervious surfaces, during the initial stages of storm events. 3.2.1 NYSDEC Requirements for Water Quality Volume The Design Manual requires that water quality treatment be provided for the initial flush of runoff from every storm. The NYSDEC refers to the amount of runoff to be treated as the “Water Quality Volume” (WQv). Section 4.2 of the Design Manual defines the Water Quality Volume as follows: WQv = ()()()[] 12 ARPV Where: P = 90% Rainfall Event Number Rv = 0.05 + 0.009 (I) I = Impervious Cover (Percent) A = Contributing Area in Acres This definition ensures that, all other things being equal, the Water Quality Volume will increase along with the impervious cover percentage. 3.2.2 Requirements for Water Quality Volume in NYCDEP Watershed The NYCDEP watershed rules and regulations require that stormwater management practices be sized to accommodate and treat the volume of runoff generated by the 1-year, 24-hour storm or the WQv calculated in accordance with Section 4.3 of the Design Manual, whichever is greater. The 1-year storm runoff volume is presented in the HydroCAD model in Appendix D and the calculated WQv is presented in Appendix C. In addition, if an activity will result in impervious surfaces covering twenty percent (20%) or more of the drainage area for which a stormwater management practice is designed, the stormwater pollution prevention plan shall provide for runoff from that drainage area to be treated by two different types of stormwater management practices in series, except if the stormwater practice provided is an infiltration system or the activity is located in a West of Hudson village/hamlet/village extension or area zoned for commercial/industrial use or an East of Hudson Designated Main Street Area. Table 4: Required WQv Summary 1-YR 24-HR Storm Runoff Volume 1,317 cf 0.030 af 3.2.3 Methodology for New Development The Water Quality Volume equation has been applied to the drainage area tributary to each of the stormwater quality practices proposed for this project. The practices have been sized to accommodate the Water Quality Volume, as per the performance criteria presented in Chapter 5 and/or Chapter 6 of the Design Manual. Water quality volume calculations for each of the proposed practices are presented in Appendix C. Stormwater Pollution Prevention Plan 2231869 Page 8 3.3 STEP 3 – Apply RR Techniques and Standard SMPs with RRv Capacity to Reduce Total WQv Land use change and development in the watershed increases the volume of runoff. As such, reductions in the amount of runoff from new development, accomplished through the implementation of a stormwater management plan for the site, will play an important role in the success or failure of the watershed-wide stormwater management plan. Runoff reduction techniques can be applied to manage, reduce, and treat stormwater, while maintaining and restoring natural hydrology through infiltration, evapo-transpiration, and the capture and reuse of stormwater. Volume reduction techniques by themselves typically are not sufficient to provide adequate attenuation of stormwater runoff, but they can decrease the size of the peak runoff rate reduction facilities. 3.3.1 NYSDEC Requirements for New Development The Design Manual states that runoff reduction shall be achieved through infiltration, groundwater recharge, reuse, recycle, and/or evaporation/evapotranspiration of 100-percent of the post- development water quality volume to replicate pre-development hydrology. Runoff control techniques provide treatment in a distributed manner before runoff reaches the collection system, by maintaining pre-construction infiltration, peak runoff flow, discharge volume, as well as minimizing concentrated flow. This can be accomplished by applying a combination of Runoff Reduction Techniques, standard Stormwater Management Practices (SMPs) with RRv capacity, and good operation and maintenance. 3.3.2 Methodology In order to reduce the required WQv and meet the RRv criteria, a site specific evaluation must be performed to determine the most practical means of reducing runoff volume by application of a combination of RR techniques and standard SMPs with RRv capacity. 3.3.3 Application of Standard Stormwater Management Practices (SMPs) with RRv Capacity The following Table demonstrates a summary of the standard SMP(s) with RRv capacity that have been incorporated into the stormwater management plan for this project. The standard SMP(s) with RRv capacity have been designed in accordance with Chapter 6 of the Design Manual. Refer to the contract drawings for practice dimensions, material specifications, and installation details. Practice specific calculations are presented in Appendix C. Table 5: Summary of Standard SMPs with RRv Capacity being Applied Standard SMP with RRv Capacity Design Variant Pretreatment Volume Required (% of WQv) Pretreatment Volume Provided (CF) RRv Capacity WQv Required (CF) WQv Reduced /RRv Provided (CF) WQv Treated1 (CF) Total WQv Provided2 (CF) Filtration Bioretention F-5 25 330 40% 1,317 586 731 1,317 Footnotes: 1WQv Treated = WQV Required - RRv Provided 2Total WQv Provided = WQV Treated + RRv Provided Stormwater Pollution Prevention Plan 2231869 Page 9 3.3.4 RRv Performance Summary A summary of the RRv provided is presented in the following table: Table 6: RRv Summary WQv Required (CF) RRv Provided/ WQv Reduced (CF) % RRv Provided/ WQv Reduced 1,317 586 44 As indicated in the above table, the RRv provided is not greater than or equal to the RRv required for the project site. A good faith effort has been made to reduce runoff to the greatest extent practical. However, the project site has soils with an infiltration rate less than 0.5 in/hr, which prevents reduction of the total WQv. As such, Appendix C provides a project specific evaluation for each RR technique and standard SMP with RRv capacity, demonstrating why these practices are infeasible. 3.4 STEP 4 – Calculate the Minimum RRv Required Projects that cannot achieve 100% of the runoff reduction requirement due to site limitations, shall provide a minimum runoff reduction volume as calculated by the following equation: RRvmin = ()()()()[] 12 AicRPV S∗ Where: RRvmin = Runoff Reduction Volume (in acre-feet) P = 90% Rainfall Event Number Aic = Total area of new impervious cover (acres) Rv* = 0.05+0.009(I), where I is 100% impervious S = Hydrologic Soil Group (HSG) Specific Reduction Factor where: HSG A = 0.55 HSG C = 0.30 HSG B = 0.40 HSG D = 0.20 Based upon the soil survey data, the site consists of soils having a hydrologic soil type of C and/or D. As such, a specific reduction factor of 0.27 has been applied. Calculation of the required minimum RRv is presented in Appendix C. Table 7: Minimum RRv Summary Minimum RRv Required (CF) RRv Provided/ WQv Reduced (CF) % of Minimum RRv Provided 356 586 165 As indicated in the above table, the RRv provided is greater than the minimum RRv required for the project site. Therefore, the runoff reduction volume criteria has been met for the project and the design can proceed to Step 5. Stormwater Pollution Prevention Plan 2231869 Page 10 3.5 STEP 5 – Apply Standard SMPs to Address Remaining Water Quality Volume As previously discussed, 100% of the required WQv is being provided and the minimum RRv is being reduced through RRv practices. As such, the water quality and runoff reduction volume criteria have been met and no other standard SMPs are required. 3.6 STEP 6 - Apply Volume and Peak Rate Control This report presents the pre-development and post-development features and conditions associated with the rate of surface water runoff within the study area. For both cases, the drainage patterns, drainage structures, soil types, and ground cover types are considered in this study. 3.6.1 NYSDEC Requirements for New Development Chapter 4 of the Design Manual requires that projects meet three separate stormwater quantity criteria: 1. The Channel Protection (CPv) requirement is designed to protect stream channels from erosion. This is accomplished by providing 24 hours of extended detention for the 1-year, 24- hour storm event. The Manual defines the CPv detention time as the center of mass detention time through each stormwater management practice. 2. The Overbank Flood Control (Qp) requirement is designed to prevent an increase in the frequency and magnitude of flow events that exceed the bank-full capacity of a channel, and therefore must spill over into the floodplain. This is accomplished by providing detention storage to ensure that, at each Design Point, the post-development 10-year 24-hour peak discharge rate does not exceed the corresponding pre-development rate. 3. The Extreme Flood Control (Qf) requirement is designed to prevent the increased risk of flood damage from large storm events, to maintain the boundaries of the pre-development 100-year floodplain, and to protect the physical integrity of stormwater management practices. This is accomplished by providing detention storage to ensure that, at each Design Point, the post- development 100-year 24-hour peak discharge rate does not exceed the corresponding pre- development rate. 3.6.2 Methodology In order to demonstrate that the NYSDEC detention requirements are being met, the Design Manual requires that a hydrologic and hydraulic analysis of the pre- and post-development conditions be performed using the Natural Resources Conservation Service Technical Release 20 (TR-20) and Technical Release 55 (TR-55) methodologies. HydroCAD, developed by HydroCAD Software Solutions LLC of Tamworth, New Hampshire, is a Computer-Aided-Design (CAD) program for analyzing the hydrologic and hydraulic characteristics of a given watershed and associated stormwater management facilities. HydroCAD uses the TR-20 algorithms and TR-55 methods to create and route runoff hydrographs. HydroCAD has the capability of computing hydrographs (which represent discharge rates characteristic of specified watershed conditions, precipitation, and geologic factors) combining hydrographs and routing flows though pipes, streams and ponds. HydroCAD can also calculate the center of mass detention time for various hydraulic features. Documentation for HydroCAD can be found on their website: http://www.hydrocad.net/. Stormwater Pollution Prevention Plan 2231869 Page 11 For this analysis, the watershed and drainage system was broken down into a network consisting of three types of components as described below: 1. Subcatchment: A relatively homogeneous area of land, which produces a volume and rate of runoff unique to that area. 2. Reach: Uniform streams, channels, or pipes that convey stormwater from one point to another. 3. Pond: Natural or man-made impoundment, which temporarily stores stormwater runoff and empties in a manner determined by its geometry and the hydraulic structure located at its outlets. Subcatchments, reaches, and ponds are represented by hexagons, squares, and triangles, respectively, on the watershed routing diagrams provided with the computations included in Appendix D and Appendix E. The analysis of hydrologic and hydraulic conditions and proposed stormwater management facilities, servicing the study area, was performed by dividing the tributary watershed into relatively homogeneous subcatchments. The separation of the watershed into subcatchments was dictated by watershed conditions, methods of collection, conveyance, and points of discharge. Watershed characteristics for each subcatchment were then assessed from United States Geological Service (USGS) 7.5-minute topographic maps, aerial photographs, a topographical survey, soil surveys, site investigations, and land use maps. Proposed stormwater management practices were designed and evaluated in accordance with the Design Manual and local regulatory requirements. A local IDF file was imported, and specific mass curves were generated, in HydroCAD to evaluate the pre- and post-development stormwater runoff characteristics for various 24-hour storm events identified in the following Table. Table 8: Design Events Facility 24-hour Storm Event Storm Sewer 10-year Stormwater Management Practice(s) 1-year 10-year 100-year Flood Conditions 100-year 3.6.3 Performance Summary Per Section 4.6 of the Design Manual, the CPv requirement does not apply as the reduction of the entire CPv is achieved by application of runoff reduction techniques or infiltration systems. A comparison of the pre- and post-development watershed conditions was performed for all Design Points and storm events evaluated herein. For all Design Points and design storms, this comparison demonstrates that the peak rate of runoff will not be increased. Therefore, the project will not have a significant adverse impact on the adjacent or downstream properties or receiving water courses. Stormwater Pollution Prevention Plan 2231869 Page 12 The results of the computer modeling used to analyze the pre- and post-development watersheds are presented in Appendix D and Appendix E, respectively. The following Table summarizes the results of this analysis. Table 9: Summary of Pre- and Post-Development Peak Discharge Rates Pre- vs. Post-Development Discharge Rate (cfs) Design Point (AP) 10-year 24-hour storm event 100-year 24-hour storm event Pre Post Pre Post 1 103.92 97.08 236.35 221.44 2 2.42 2.41 5.97 5.94 Total 106.34 99.49 242.32 227.38 3.7 Climate Change Consideration This report presents the consideration for future physical risks due to climate change, in accordance with Part III.A.2 of the permit. Overall site planning, control measures and practices, conveyance systems and detention systems were evaluated against the seven (7) physical risks identified by NYSDEC due to climate change pursuant to the Community Risk and Resiliency Act (CRRA), 6 NYCRR 490, and associated guidance. Appendix C provides a description of each consideration, specific to the project. 4.0 CONSTRUCTION SEQUENCE This project has not received written approval from the Town of Yorktown allowing the disturbance of more than five acres of land at any one time. Therefore, if the Contractor’s construction sequence requires the disturbance of more than five acres at any one time, written approval must be obtained from written approval from NYSDEC prior to disturbing more than five acres at once. The Owner/Operator must be in receipt of an Authorization Letter to Disturb Greater than Five Acres, which will include when the authorization begins and ends and indicate a maximum area (acres) of soil disturbance allowed at any one time from the Town of Yorktown. Should the request be denied, the contractor shall limit the area of disturbance to less than five acres of disturbance at any given time. The contractor shall prepare and submit to the Owner’s/Operator’s Engineer a sequencing plan that identifies the progression of construction through the site. This sequencing plan must be retained as part of the Site Log Book. The “Erosion and Sediment Control Plan” in the accompanying drawings identifies the major construction activities that are the subject of this SWPPP. The order (or sequence) in which the major activities are expected to begin is presented on the accompanying drawings, though each activity will not necessarily be completed before the next begins. In addition, these activities could occur in a different order if necessary to maintain adequate erosion and sediment control. If this is the case, the contractor shall notify the Owner’s/Operator’s Engineer overseeing the implementation of the SWPPP. The Contractor will be responsible for implementing the erosion and sediment control measures identified on the plans. The Contractor may designate these tasks to certain subcontractors as they see fit, but the ultimate responsibility for implementing these controls and ensuring their proper function remains with the Contractor. Stormwater Pollution Prevention Plan 2231869 Page 13 In accordance with Part III.B.c.iv. a phasing plan for the project and sequencing plans for all phases have been provided. The plans address clearing and grubbing, excavation and grading, utility and infrastructure installation, final stabilization, and any other construction activity at the site that will result in soil disturbance. Refer to the plans for further information on the project phasing and sequencing. 5.0 CONSTRUCTION-PHASE POLLUTION CONTROL The SWPPP and accompanying plans identify the temporary and permanent erosion and sediment control measures that have been incorporated into the design of this project. These measures will be implemented during construction, to minimize soil erosion and control sediment transport off-site, and after construction, to control the quality and quantity of stormwater runoff from the developed site. Erosion control measures, designed to minimize soil loss, and sediment control measures, intended to retain eroded soil and prevent it from reaching water bodies or adjoining properties, have been developed in accordance with the following documents: • NYSDEC SPDES General Permit for Stormwater Discharges From Construction Activity, Permit No. GP-0-25-001 (effective January 29, 2025 through January 28, 2030) • New York State Standards and Specifications for Erosion and Sediment Control, NYSDEC (November 2016) • Westchester County Erosion and Sediment Control Manual • Town of Yorktown Code, Chapter 248 Stormwater Management and Erosion and Sediment Control The SWPPP and accompanying plans outline the construction scheduling for implementing the erosion and sediment control measures. These documents include limitations on the duration of soil exposure, criteria and specifications for placement and installation of the erosion and sediment control measures, a maintenance schedule, and specifications for the implementation of erosion and sediment control practices and procedures. Temporary and permanent erosion and sediment control measures that shall be applied during construction generally include: 1. Minimizing soil erosion and sedimentation by stabilization of disturbed areas and by removing sediment from construction site discharges. 2. Preservation of existing vegetation to the greatest extent practical. Following the completion of construction activities in any portion of the site, permanent vegetation shall be established on all exposed soils. 3. Site preparation activities to minimize the area and duration of soil disruption. 4. Establishment of permanent traffic corridors to ensure that “routes of convenience” are avoided. 5.1 Temporary Erosion and Sediment Control Measures The temporary erosion and sediment control measures described in the following sections are included as part of the construction documents. Stormwater Pollution Prevention Plan 2231869 Page 14 5.1.1 Stabilized Construction Access Prior to construction, stabilized construction access(es) will be installed, per accompanying plans, to reduce the tracking of sediment onto public roadways. Construction traffic must enter and exit the site at the stabilized construction access(es). The intent is to trap dust and mud that would otherwise be carried off-site by construction traffic. The access(es) shall be maintained in a condition, which will control tracking of sediment onto public rights-of-way or streets. When necessary, additional aggregate will be placed atop the filter fabric to assure the minimum thickness is maintained. All sediment and/or soil spilled, dropped, or washed onto public rights-of-way must be removed immediately. Periodic inspection and needed maintenance shall be provided after each substantial rainfall event. 5.1.2 Dust Control Water trucks shall be used as needed during construction to reduce dust generated on-site. Dust control must be provided by the Contractor(s) to a degree that is acceptable to the Owner, and in compliance with the applicable local and state dust control requirements. 5.1.3 Temporary Soil Stockpile Materials, such as topsoil, will be temporarily stockpiled (if necessary) on the site during the construction process. Stockpiles shall be located in an area away from storm drainage, water bodies and/or courses, and will be properly protected from erosion by a surrounding silt fence barrier. 5.1.4 Silt Fencing Prior to the initiation of and during construction activities, a geotextile filter fabric (or silt fence) will be established downgradient of all disturbed areas. These barriers may extend into non-impact areas to provide adequate protection of adjacent lands. Clearing and grubbing will be performed only as necessary for the installation of the sediment control barrier. To facilitate effectiveness of the silt fencing, daily inspections and inspections immediately after significant storm events will be performed by the Contractor(s). Maintenance of the fence will be performed as needed. 5.1.5 Temporary Seeding Because this site directly discharges to one of the 303(d) segments listed in Appendix D or is located in one of the watersheds listed in Appendix C of GP-0-25-001, temporary soil stabilization measures must be initiated by the end of the next business day and completed within seven (7) days from the date the soil disturbance activity has temporarily ceased. 5.2 Permanent Erosion and Sediment Control Measures The permanent erosion and sediment control measures described in the following sections are included as part of the construction documents. 5.2.1 Establishment of Permanent Vegetation Disturbed areas that will be vegetated must be seeded in accordance with the contract documents. The type of seed, mulch, and maintenance measures as described in the contract documents shall also be followed. Stormwater Pollution Prevention Plan 2231869 Page 15 Because this site directly discharges to one of the 303(d) segments listed in Appendix D or is located in one of the watersheds listed in Appendix C of GP-0-25-001, permanent soil stabilization measures must be initiated by the end of the next business day and completed within seven (7) days from the date the soil disturbance activity has permanently ceased. Final site stabilization is achieved when all soil-disturbing activities at the site have been completed and a uniform, perennial vegetative cover with a density of 80 percent has been established or equivalent stabilization measures (such as the use of mulches or geotextiles) have been employed on all unpaved areas and areas not covered by permanent structures. 5.2.2 Rock Outlet Protection Rock outlet protection shall be installed at the locations as indicated and detailed on the accompanying plans. The installation of rock outlet protection will reduce the velocity and energy of water, such that the flow will not erode downstream surfaces. 5.3 Other Pollutant Controls Part I.C.1 of GP-0-25-001 prohibits discharges from construction material wastewater, pollutants used in vehicle and equipment operation and maintenance, vehicle and equipment washing and toxic or hazardous substances. The following table identifies materials and/or chemicals commonly used and/or stored on construction sites and should be addressed in the site-specific spill prevention and response plan: Stormwater Pollution Prevention Plan 2231869 Page 16 Table 10: Common Construction Pollutants Material/Chemical Physical Description Stormwater Pollutants Location* Pesticides (insecticides, fungicides, herbicides, rodenticides) Various colored to colorless liquid, powder, pellets, or grains Chlorinated hydrocarbons, organophosphates, carbamates, arsenic Herbicides used for noxious weed control Fertilizer Liquid or solid grains Nitrogen, phosphorous Newly seeded areas Cleaning solvents Colorless, blue, or yellow-green liquid Perchloroethylene, methylene chloride, trichloroethylene, petroleum distillates No equipment cleaning allowed in project limits Asphalt Black solid Oil, petroleum distillates Streets and roofing Concrete White solid/grey liquid Limestone, sand, pH, chromium Curb and gutter, building construction Curing compounds Creamy white liquid Naphtha Curb and gutter Hydraulic oil/fluids Brown oily petroleum hydrocarbon Mineral oil Leaks or broken hoses from equipment Gasoline Colorless, pale brown or pink petroleum hydrocarbon Benzene, ethyl benzene, toluene, xylene, MTBE Secondary containment / staging area Diesel Fuel Clear, blue-green to yellow liquid Petroleum distillate, oil & grease, naphthalene, xylenes Secondary containment / staging area Kerosene Pale yellow liquid petroleum hydrocarbon Coal oil, petroleum distillates Secondary containment / staging area Antifreeze/coolant Clear green/yellow liquid Ethylene glycol, propylene glycol, heavy metals (copper, lead, zinc) Leaks or broken hoses from equipment Sanitary toilets Various colored liquid Bacteria, parasites, and viruses Staging area Construction materials Granular fill Various colored solids Sediment Stockpile / fill areas Subbase course Gray/brown solid Sediment, dust Stockpile Topsoil Brown solid Sediment Stockpile Mulch Various colored solid Sediment, debris Staging area Seed Brown/yellow solid Nutrients, debris Staging area HDPE Storm Pipe Black solid Staging area SDR-35, SDR-21 PVC Pipe Various colored solid Staging area Metals Frames and Grates Gray solid Staging area Joint Sealant Light gray viscous solid Polyurethane Staging area *(Area where material/chemical is used on-site) Stormwater Pollution Prevention Plan 2231869 Page 17 5.4 Construction Housekeeping Practices During the construction phase, the Contractor(s) will implement the following measures: 5.4.1 Sediment Sweeping/Vacuuming Any sediment that is tracked by construction vehicles or erosion onto adjacent public or private impervious surfaces must be swept or vacuumed, utilizing self-propelled and/or walk-behind equipment, and removed on a daily basis. Kick brooms and sweeper attachments are not an acceptable means of sweeping. Sweeping or vacuuming should not take place while tracked sediment is wet. If tracked sediment is compacted, the sediment must be scraped loose prior to sweeping or vacuuming. 5.4.2 Material Stockpiles Material resulting from clearing and grubbing operations that will be stockpiled on-site, must be adequately protected with downgradient erosion and sediment controls. 5.4.3 Equipment Cleaning and Maintenance The Contractor(s) will designate areas for equipment cleaning, maintenance, and repair. The Contractor(s) and subcontractor(s) will utilize those areas. The areas will be protected by a temporary perimeter berm. 5.4.4 Detergents The use of detergents for large-scale washing is prohibited (i.e., vehicles, buildings, pavement surfaces, etc.) 5.4.5 Spill Prevention and Response A Spill Prevention and Response Plan shall be developed, for the pollutants identified in Section 5.3, for the site by the Contractor(s) that addresses the following: 1. Reducing chance of spills 2. Stopping the source of spills 3. Containing and cleaning up spills 4. Disposing of materials contaminated by spills 5. Training personnel responsible for spill prevention/response 6. Material handling procedures 7. Material storage requirements The plan shall detail the steps required in the event of an accidental spill and shall identify contact names and phone numbers of people and agencies that must be notified. The plan shall include Safety Data Sheets (SDS) for all materials to be stored on-site. All workers on- site will be required to be trained on safe handling and spill prevention procedures for all materials used during construction. Regular tailgate safety meetings shall be held and all workers that are expected on the site during the week shall be required to attend. 5.4.6 Concrete Washout Areas A temporary concrete washout area shall be provided for every project where concrete will be poured or otherwise formed on-site and shall consist of an excavated or above-ground lined construction pit Stormwater Pollution Prevention Plan 2231869 Page 18 where concrete trucks or equipment can be washed out after their loads have been discharged. Waste generated from concrete wash water that shall not be allowed to flow into drainage ways, inlets, receiving waters, highway right-of-way, or any location other than the designated concrete washout area(s). Proper signage shall be placed adjacent to the facility to designate the “Concrete Washout Area”. Locate the facility a minimum of 100-feet from drainage swales, storm drain inlets, wetlands, streams, and other surface waters. Prevent surface water from entering the washout area. The hardened residue from the concrete wash areas will be disposed of in the same manner as other non-hazardous construction waste materials. Maintenance of the washout area shall include removal of hardened material when 75% of the storage capacity is filled, and a minimum freeboard of 12 inches shall be maintained. The Contractor will be responsible for seeing that these procedures are followed. The project may require the use of multiple concrete washout areas based on the frequency of concrete pours. 5.4.7 Material Storage Construction materials shall be stored in a dedicated staging area. The staging area shall be located in an area that prevents negative impacts of construction materials on stormwater quality. Chemicals, paints, solvents, fertilizers, and other toxic material must be stored in waterproof containers. Except during application, the contents must be kept in trucks or within storage facilities. Runoff containing such material must be collected, removed from the site, treated, and disposed of at an approved solid waste or chemical disposal facility. 6.0 INSPECTIONS, MAINTENANCE, AND REPORTING 6.1 Inspection and Maintenance Requirements 6.1.1 Pre-Construction Inspection and Certification Prior to the commencement of construction, the Qualified Inspector/Qualified Professional shall conduct an assessment of the site and certify that the appropriate erosion and sediment control measures have been adequately installed and implemented. The Contractor shall contact the Qualified Inspector/Qualified Professional once the erosion and sediment control measures have been installed. 6.1.2 Construction Phase Inspections and Maintenance A Qualified Inspector/Qualified Professional, as defined in Appendix A of the General Permit GP-0-25- 001, shall conduct regular site inspections between the time this SWPPP is implemented and final site stabilization. Because this project site directly discharges to one of the 303(d) segments listed in Appendix D of GP-0-25-001 or is located in one of the watersheds listed in Appendix C of GP-0-25-001, site inspections shall occur at an interval of at least twice every seven (7) calendar days, with the inspections separated by a minimum of at least two (2) full calendar days. The purpose of site inspections is to assess performance of pollutant controls. Based on these inspections, the Qualified Inspector/Qualified Professional will decide whether it is necessary to modify this SWPPP, add or relocate sediment barriers, or whatever else may be needed in order to prevent pollutants from leaving the site via stormwater runoff. The general contractor has the duty to cause pollutant control measures to be repaired, modified, maintained, supplemented, or whatever else is necessary in order to achieve effective pollutant control. Stormwater Pollution Prevention Plan 2231869 Page 19 Examples of particular items to evaluate during site inspections are listed below. This list is not intended to be comprehensive. During each inspection the inspector must evaluate overall pollutant control system performance as well as particular details of individual system components. Additional factors should be considered as appropriate to the circumstances. 1. Locations where vehicles enter and exit the site must be inspected for evidence of off-site sediment tracking. A stabilized construction access will be constructed where vehicles enter and exit. This access will be maintained or supplemented as necessary to prevent sediment from leaving the site on vehicles. 2. Sediment barriers must be inspected and, if necessary, they must be enlarged or cleaned in order to provide additional capacity. All material from behind sediment barriers will be stockpiled on the up slope side. Additional sediment barriers must be constructed as needed. 3. Inspections will evaluate disturbed areas and areas used for storing materials that are exposed to rainfall for evidence of, or the potential for, pollutants entering the drainage system. If necessary, the materials must be covered or original covers must be repaired or supplemented. Also, protective berms must be constructed, if needed, in order to contain runoff from material storage areas. 4. Grassed areas will be inspected to confirm that a healthy stand of grass is maintained. The site has achieved final stabilization once all areas are covered with building foundation or pavement, or have a stand of grass with at least 80 percent density. The density of 80 percent or greater must be maintained to be considered as stabilized. Areas must be watered, fertilized, and reseeded as needed to achieve this goal. 5. All discharge points must be inspected to determine whether erosion control measures are effective in preventing significant impacts to receiving waters. The inspection reports must be completed entirely and additional remarks should be included if needed to fully describe a situation. An important aspect of the inspection report is the description of additional measures that need to be taken to enhance plan effectiveness. The inspection report must identify whether the site was in compliance with the SWPPP at the time of inspection and specifically identify all incidents of non-compliance. Within one (1) business day of the completion of an inspection, the Qualified Inspector/Qualified Professional shall notify the Owner/Operator and appropriate contractor or subcontractor of any corrective actions that need to be taken. The contractor or subcontractor shall begin implementing the corrective actions within one (1) business day of the notification and shall complete the corrective actions in a reasonable time frame. In addition to the inspections performed by the Qualified Inspector/Qualified Professional, the Contractor shall perform routine inspections that include a visual check of all erosion and sediment control measures. All inspections and maintenance shall be performed in accordance with the inspection and maintenance schedule provided on the accompanying plans. Sediment removed from erosion and sediment control measures will be exported from the site, stockpiled for later use, or used immediately for general non-structural fill. It is the responsibility of the general contractor to assure the adequacy of site pollutant discharge controls. Actual physical site conditions or contractor practices could make it necessary to install more structural controls than are shown on the accompanying plans. (For example, localized concentrations of runoff could make it necessary to install additional sediment barriers, sediment traps, etc.) Assessing the need for additional controls and implementing them or adjusting existing controls will be a continuing aspect of this SWPPP until the site achieves final stabilization. Stormwater Pollution Prevention Plan 2231869 Page 20 6.1.3 Temporary Suspension of Construction Activities For construction sites where soil disturbance activities have been temporarily suspended (e.g. Winter shutdown) and temporary stabilization measures have been applied to all disturbed areas, the frequency of Qualified Inspector/Qualified Professional inspections can be reduced to once every 30 calendar days. Prior to reducing the frequency of inspections, the Owner/Operator shall notify the NYSDEC Region 3 stormwater contact person and the Town of Yorktown in writing. 6.1.4 Partial Project Completion For construction sites where soil disturbance activities have been shut down with partial project completion, all areas disturbed as of the project shutdown date have achieved final stabilization, and all post-construction stormwater management practices required for the completed portion of the project have been constructed in conformance with the SWPPP and are operational, the inspections by the Qualified Inspector/Qualified Professional can stop. Prior to the shutdown, the Owner/Operator shall notify the NYSDEC Region 3 stormwater contact person and the Town of Yorktown in writing. If soil disturbance activities have not resumed within two years from the date of shutdown, a Notice of Termination (NOT) shall be properly completed and submitted to the NYSDEC. 6.1.5 Post-Construction Inspections and Maintenance Inspections and maintenance of final stabilization measures and post-construction stormwater management practices shall be performed in accordance with Appendix G, once all disturbed areas are stabilized and all stormwater management systems are in place and operable. 6.2 Reporting Requirements 6.2.1 Inspection Reports Pursuant to Part IV.C of GP-0-25-001, inspection reports shall be prepared for the duration of construction, as outlined herein, and shall be signed by the Qualified Inspector or Qualified Professional. A sample inspection form is provided in Appendix F. At a minimum, each inspection report shall record the following information: 1. Permit identification number; and 2. Date and time of inspection; and 3. Name and title of person(s) performing inspection; and 4. A description of the weather and soil conditions (e.g. dry, wet, saturated) at the time of the inspection, including the temperature at the time of the inspection; and 5. A description of the condition of the runoff at all points of discharge from the construction site. This must include identification of any discharges of sediment from the construction site. Include discharges from conveyance systems (i.e. pipes, culverts, ditches, etc.) and overland flow; and 6. A description of the condition of all surface waters of the State located within, or immediately adjacent to, the property boundaries of the construction site which receive runoff from disturbed areas. This must include identification of any discharges of sediment to the surface waters of the State; and Stormwater Pollution Prevention Plan 2231869 Page 21 7. Identification of all erosion and sediment control practices and pollution prevention measures that need repair or maintenance; and 8. Identification of all erosion and sediment control practices and pollution prevention measures that were not installed properly or are not functioning as designed and need to be reinstalled or replaced; and 9. Description and sketch (map) of areas with active soil disturbance activity, areas that have been disturbed but are inactive at the time of the inspection, and areas that have been stabilized (temporary and/or final) since the last inspection; and 10. Estimates, in square feet or acres, of the following areas: a. Total area with active soil disturbance (not requiring either temporary stabilization or final stabilization); and b. Total area with inactive soil disturbance (requiring either temporary stabilization or final stabilization); and c. Total area that has achieved temporary stabilization; and d. Total area that has achieved final stabilization; and 11. Current stage of construction of all SMPs and identification of all construction activity on site that is not in conformance with the SWPPP and technical standards; and 12. Corrective action(s) that must be taken to install, repair, replace or maintain erosion and sediment control practices and pollution prevention measures; and to correct deficiencies identified with the construction of the SMP(s); and 13. Identification and status of all corrective actions that were required by previous inspection; and 14. Digital photographs, with date stamp, that clearly show the condition of all practices that have been identified as needing corrective actions. The qualified inspector must attach color copies of the digital photographs to the inspection report being maintained onsite within seven (7) calendar days of the date of the inspection. The qualified inspector must also take digital photographs, with date stamp, that clearly show the condition of the practice(s) after the corrective action has been completed. The qualified inspector must attach paper color copies of the digital photographs to the inspection report that documents the completion of the corrective action work within seven (7) calendar days of that inspection. 6.2.2 Site Log Book Pursuant to Part I.E.3 of GP-0-25-001, the Owner/Operator shall retain a copy of the General Permit, NOI, NOI Acknowledgment Letter, MS4 SWPPP Acceptance Form (if applicable), inspection reports, contractor and subcontractor certification forms, and all documentation necessary to demonstrate eligibility under the permit, at the construction site from commencement of construction activity until the date that all areas of disturbance have achieved final stabilization and the Notice of Termination has been submitted to the NYSDEC. The Site Log Book shall be maintained on-site in a secure location (i.e. job trailer, on-site construction office, or mailbox with lock) and must be accessible during normal business hours to an individual performing a compliance inspection. Stormwater Pollution Prevention Plan 2231869 Page 22 6.2.3 Post Construction Records and Archiving Following construction, the Owner/Operator shall retain copies of the SWPPP, the complete construction Site Log Book, and records of all data used to complete the NOI to be covered by this permit, for a period of at least five years from the date that the site is finally stabilized. This period may be extended by the NYSDEC, at its sole discretion, at any time upon written notification. Records shall be maintained of all post construction inspections and maintenance work performed in accordance with the requirements outlined in Appendix G. 7.0 SWPPP IMPLEMENTATION RESPONSIBILITIES A summary of the responsibilities and obligations of all parties involved with compliance with the NYSDEC SPDES General Permit GP-0-25-001 conditions is outlined in the subsequent sections. For a complete listing of the definitions, responsibilities, and obligations, refer to the SPDES General Permit GP-0-25-001 presented in Appendix J. 7.1 Owner’s/Operator's Responsibilities 1. Ensure that control measures are selected, designed, installed, implemented and maintained to minimize the discharge of pollutants and prevent a violation of the water quality standards, meeting the non-numeric effluent limitations in Part II.B.1.(a)-(e) of the SPDES General Permit and in accordance with the New York State Standards and Specifications for Erosion and Sediment Control, dated November 2016. 2. Ensure that practices are selected, designed, installed, and maintained to meet the performance criteria in the Design Manual. Practices must be designed to meet the applicable sizing criteria in Part II.C.2.a., b., c. or d. of GP-0-25-001. 3. Retain the services of a “Qualified Inspector” or “Qualified Professional” as defined under Section 2.1, to provide the services outlined in Section 7.5 “Qualified Inspector’s/Qualified Professional’s Responsibilities.” 4. Retain the services of a “Qualified Professional,” as defined under Section 2.1, to provide the services outlined in Section 2.3 “Owner’s/Operator’s Engineers Responsibilities.” 5. Have an authorized corporate officer sign the Owner/Operator Certification Form to accompany the eNOI. A copy of the completed NOI is included in Appendix B. 6. Submit the electronic version of the NOI (eNOI) along with the MS4 SWPPP acceptance form using the NYSDEC’s website (http://www.dec.ny.gov/chemical/43133.html). 7. Pay the required initial and annual fees upon receipt of invoices from NYSDEC. These invoices are generally issued in the fall of each year. The initial fee is calculated as $110.00 per acre disturbed plus $675.00 per acre of net increase in impervious cover, and the annual fee is $110.00. 8. Prior to the commencement of construction activity, identify the contractor(s) and subcontractor(s) that will be responsible for installing, constructing, repairing, replacing, inspecting, and maintaining the erosion control practices included in the SWPPP and the Stormwater Pollution Prevention Plan 2231869 Page 23 contractor(s) and subcontractor(s) that will be responsible for constructing the SMPs included in the SWPPP. Each of the contractors and subcontractors must identify at least one person from their company to be the trained contractor that will be responsible for implementation of the SWPPP. Ensure that at least one trained contractor is on site daily when soil disturbance activities are being performed. 9. Schedule a pre-construction meeting which shall include the Town of Yorktown representative, Owner’s/Operator’s Engineer, Qualified Inspector, Contractor, and their sub-contractors to discuss responsibilities as they relate to the implementation of this SWPPP. 10. Retain the services of an independent certified materials testing and inspection firm operating under the direction of a licensed Professional Engineer to perform regular tests, inspections, and certifications of the construction materials used in the construction of all post-construction stormwater management practices. 11. Retain the services of a NYS licensed land surveyor to perform an as-built topographic survey of the completed post-construction stormwater management facilities. 12. Require the Contractor to fully implement the SWPPP prepared for the site by the Owner/Operator’s Engineer to ensure that the provisions of the SWPPP are implemented from the commencement of construction activity until all areas of disturbance have achieved final stabilization and the Notice of Termination (NOT) has been submitted to the NYSDEC. 13. The Owner/Operator is authorized to commence construction activity as of the authorization date indicated in the Letter of Authorization (LOA), which is sent by NYSDEC after a complete eNOI is submitted. 14. Within five (5) business days of receipt of the LOA, send an electronic copy of the LOA to the MS4 operator(s) with review authority. 15. Forward a copy of the LOA received from DEC to the Owner’s/Operator’s Engineer for project records, and to the Contractor for display at the construction site. 16. As of the date the LOA is received, the Owner/Operator must make the eNOI, SWPPP and LOA available for review and copying in accordance with the requirements in Part VII.H. of GP-0-25- 001. When applicable, as of the date an updated LOA is received, the Owner/Operator must make the updated LOA available for review and copying in accordance with the requirements in Part VII.H. 17. The Owner/Operator must ensure compliance with all requirements of GP-0-25-001 and that the provisions of the SWPPP, including any changes made to the SWPPP in accordance with Part III.A.5., are properly implemented and maintained from the commencement of construction activity until all area of disturbance have achieved final stabilization; and the Owner/Operator’s coverage under the permit is terminated in accordance with Part V.A.5.a. 18. As of the date of the commencement of construction activities until Part I.E.2.a. and b. have been met, the Owner/Operator must maintain at the construction site, a copy of all documentation necessary to demonstrate eligibility with GP-0-25-001, a copy of GP-0-25-001, the SWPPP, the signed SWPPP Preparer Certification Form, the signed MS4 SWPPP Acceptance Form, NYCDEP SWPPP Acceptance/Approval Form, MS4 No Jurisdiction Form, signed Owner/Operator Certification Form, eNOI, and LOA, and LOA transmittal to the MS4 Operator in accordance with Part I.D.3.c. Stormwater Pollution Prevention Plan 2231869 Page 24 19. The Owner/Operator must maintain at the construction site, until Part I.E.2.a and b. have been met, as of the date the documents become final or are received, a copy of the responsible contractor’s or subcontractor's certification statement(s) in accordance with Part III.A.7, and inspection reports in accordance with Part IV.C.4. and 6., and the updated LOA(s) in accordance with Part I.E.9. 20. The Owner/Operator must maintain the documents in a secure location, such as a job trailer, on-site construction office, or mailbox with lock. The secure location must be accessible during normal business hours to an individual performing a compliance inspection. The documents must be paper documents unless electronic documents are accessible to the inspector during an inspection to the same extent as a paper copy stored at the site would be. If electronic documents are kept on site, the Owner/Operator must maintain functional equipment on site available to an inspector during normal hours of operation such that an inspector may view the electronic documents in a format that can be red in a similar manner as a paper record and in a legally dependable format with no less evidentiary value than their paper equivalent. 21. Upon finding a significant non-compliance with the practices described in the SWPPP or violation of GP-0-25-001, NYSDEC may order an immediate stop to all construction activity at the site until the non-compliance is remedied. The stop work order must be in writing, describe the non-compliance in detail, and be sent to the Owner/Operator. Forward a copy of any stop work order received immediately to the Owner’s/Operator’s Engineer and to the Contractor. 22. If any human remains or archaeological remains are encountered during excavation, the Owner/Operator must immediately cease, or cause to cease, all construction activity in the area of the remains and notify the appropriate Regional Water Engineer (RWE). Construction activity shall not resume until written permission to do so has been received from the RWE. 23. To be authorized to implement modifications to the information previously submitted in the eNOI, the Owner/Operator must notify NYSDEC via email at Stormwater_info@dec.ny.gov requesting access to update the eNOI, update the eNOI to reflect the modifications and resubmit the eNOI in accordance with Part I.D., and receive an updated LOA. 24. The eNOI, SWPPP, LOA, updated LOAs, and inspection reports required by GP-0-25-001 are public documents that the Owner/Operator must make available for review and copying by any person within five (5) business days of the Owner/Operator receiving a written request by any such person to review these documents. Copying of documents will be done at the requester’s expense. 25. The Owner/Operator must terminate coverage when the project reaches total project completion, has a planned shutdown with partial project completion, is changing Owner/Operator or has obtained coverage under an alternative general SPDES permit or an individual SPDES permit. 26. Have a qualified inspector perform a final site inspection prior to submitting the eNOT. 27. Have the MS4 sign the MS4 Acceptance statement on the eNOT in accordance with the requirements in Part VII.J. 28. Prior to submitting a Notice of Termination, ensure for SMP(s) that are privately owned, the Owner/Operator has a mechanism in place that requires operation and maintenance of the practice(s) in accordance with the operation and maintenance plan, such as a deed covenant in the Owner/Operator’s deed of record. Stormwater Pollution Prevention Plan 2231869 Page 25 29. Submit a complete Notice of Termination form electronically using the NYSDEC eNOT. Coverage is terminated as of the termination date indicated in the Letter of Termination (LOT), which is sent by NYSDEC after a complete eNOT is submitted. 30. Request and receive all SWPPP records from the Owner’s/Operator’s Engineer and archive those records, along with the LOT, for a period of at least five (5) years from the date that NYSDEC accepts a complete NOT submitted. 31. Implement the Post-Construction Inspections and Maintenance procedures outlined in Appendix G. 32. The Owner/Operator must keep the SWPPP current so that it at all times accurately documents the erosion and sediment controls practices that are being used or will be used during construction, and all post-construction stormwater management practices that will be constructed on the site. At a minimum, the Owner/Operator shall amend the SWPPP, including construction drawings: a) Whenever the current provisions prove to be ineffective in minimizing pollutants in stormwater discharges from the project site; b) Whenever there is a change in design, construction, or operation at the construction site that has or could have an effect on the discharge of pollutants; and c) To address issues or deficiencies identified during an inspection by the “Qualified Inspector,” the Department, or other Regulatory Authority. d) To document the final construction conditions. 33. When property ownership changes or when there is a change in operational control over the construction plans and specifications, the original owner or operator must notify the new owner or operator, in writing, of the requirement to obtain permit coverage by submitting a NOI with the Department, in conformance with Part I.G.. For construction activities subject to the requirements of a regulated, traditional land use control MS4, the original owner or operator must also notify the MS4, in writing, of the change in ownership at least 30 calendar days prior to the change in ownership. 7.2 Owner’s/Operator’s Engineer’s Responsibilities 1. Prepare the SWPPP using good engineering practices, best management practices, and in compliance with all federal, state, and local regulatory requirements. 2. Prepare the electronic Notice of Intent (eNOI) (see Appendix B) and sign the “SWPPP Preparer Certification Form.” Forward the Owner/Operator Certification Form to the Owner/Operator for signature. 3. Provide copies of the SWPPP to the Town of Yorktown once all signatures and attachments are complete. 4. Enter Contractor’s information in Section 7.5 “SWPPP Participants” once a Contractor is selected by the Owner/Operator. 5. Participate in a pre-construction meeting which shall include the Town of Yorktown representative, Owner/Operator, Qualified Inspector, Contractor, and all subcontractors to discuss responsibilities as they relate to the implementation of this SWPPP. Stormwater Pollution Prevention Plan 2231869 Page 26 6. Update the SWPPP each time there is a significant modification to the pollution prevention measures or a change of the principal Contractor working on the project who may disturb site soil. 7.3 Contractor's Responsibilities 1. Sign the SWPPP Contractor's Certification Form contained within Appendix B and forward to the Owner’s/Operator’s Engineer for inclusion in the Site Log Book. 2. Identify at least one Trained Contractor that will be responsible for implementation of this SWPPP. Ensure that at least one Trained Contractor is on site on a daily basis when soil disturbance activities are being performed. The Trained Contractor shall inspect the erosion and sediment control practices and pollution prevention measures being implemented within the active work area daily to ensure that they are being maintained in effective operating conditions at all times. If deficiencies are identified, the contractor shall begin implementing corrective actions within one business day and shall complete the corrective actions in a reasonable time frame. 3. Provide the names and addresses of all subcontractors working on the project site. Require all subcontractors who will be involved with construction activities that will result in soil disturbance to identify at least one Trained Contractor that will be on site on a daily basis when soil disturbance activities are being performed; and to sign a copy of the Subcontractor’s Certification Form contained within Appendix B, then forward to the Owner’s/Operator’s Engineer for inclusion into the Site Log Book. This information must be retained as part of the Site Log Book. 4. Maintain a Spill Prevention and Response Plan in accordance with requirements outlined in Section 5 of this SWPPP. This plan shall be provided to the Owner’s/Operator’s Engineer for inclusion in the Site Log Book, prior to mobilization on-site. 5. Participate in a pre-construction meeting which shall include the Town of Yorktown representative, Owner/Operator, Owner’s/Operator’s Engineer, Qualified Inspector, and all subcontractors to discuss responsibilities as they relate to the implementation of this SWPPP. 6. If Contractor plans on utilizing adjacent properties for material, waste, borrow, or equipment storage areas, or if Contractor plans to engage in industrial activity other than construction (such as operating asphalt and/or concrete plants) at the site, Contractor shall submit appropriate documentation to the Owner’s/Operator’s Engineer so that the SWPPP can be modified accordingly. 7. Implement site stabilization, erosion and sediment control measures, and other requirements of the SWPPP. 8. In accordance with the requirements in the most current version of the NYS Standards and Specifications for Erosion and Sediment Control, conduct inspections of erosion and sediment control measures installed at the site to ensure that they remain in effective operating condition at all times. Prepare and retain written documentation of inspections as well as of all repairs/maintenance activities performed. This information must be retained as part of the Site Log Book. Stormwater Pollution Prevention Plan 2231869 Page 27 9. Begin implementing corrective actions within one (1) business day of receipt of notification by the Qualified Inspector/Qualified Professional of any corrective actions, if the corrective action does not require engineering design, that need to be taken and have completed within five (5) business days. If the corrective action requires engineering design, begin the engineering design process within five (5) business days and complete the corrective action in a reasonable time frame but no later than within 60 days. 10. Maintain a record of the date(s) and location(s) that soil restoration is performed in accordance with the accompanying plans and NYSDEC Division of Water’s publication “Deep-Ripping and Decompaction,” dated April 2008. A copy of this is publication is provided in Appendix H. The record that is to be maintained shall be a copy of the overall site grading plan delineating the area(s) and date(s) that the soil was restored. 11. Upon completion of all construction at the site, the contractor responsible for overall SWPPP Compliance shall sign the certification on their Contractor Certification Form indicating that: a.) all temporary erosion and sediment control measures have been removed from the site, b.) the on-site soils disturbed by construction activity have been restored in accordance with the SWPPP and the NYSDEC Division of Water’s publication “Deep-Ripping and Decompaction,” and c.) all permanent stormwater management practices required by the SWPPP have been installed in accordance with the contract documents. 7.4 Qualified Inspector’s/Qualified Professional’s Responsibilities 1. Participate in a pre-construction meeting with the Town of Yorktown representative, Owner/Operator, Owner/Operator’s Engineer, Contractor, and their subcontractors to discuss responsibilities as they relate to the implementation of this SWPPP. 2. Conduct an initial assessment of the site prior to the commencement of construction and certify in an inspection report that the appropriate erosion and sediment control measures described within this SWPPP have been adequately installed and implemented to ensure overall preparedness of the site. 3. Provide on-site inspections to determine compliance with the SWPPP. Because this project site directly discharges to one of the 303(d) segments listed in Appendix D of GP-0-25-001 or is located in one of the watersheds listed in Appendix C of GP-0-25-001, site inspections shall occur at an interval of at least twice every seven calendar days, with the inspections separated by a minimum of at least two full calendar days. A written inspection report shall be provided to the Owner/Operator and general contractor within one business day of the completion of the inspection, with any deficiencies identified. A sample inspection form is provided in Appendix F. 4. Prepare an inspection report subsequent to each and every inspection that shall include/address the items listed in Part IV.C.4 of GP-0-25-001. Sign all inspection reports and maintain on site with the SWPPP. 5. Notify the owner/operator and appropriate contractor or subcontractor of any corrective actions that need to be taken. 6. Prepare a construction Site Log Book to be used as a record of all inspection reports generated throughout the duration of construction. Ensure that the construction Site Log Book is maintained and kept up-to-date throughout the duration of construction. Stormwater Pollution Prevention Plan 2231869 Page 28 7. Review the Contractor’s SWPPP records on a periodic basis to ensure compliance with the requirements for daily reports, soil restoration, inspections, and maintenance logs. 8. Based on the as-built survey and material testing certifications performed by others, the Qualified Professional shall perform evaluations of the completed stormwater management practices to determine whether they were constructed in accordance with this SWPPP. 9. The Qualified Professional shall conduct a final site assessment and prepare a certification letter to the Owner/Operator indicating that, upon review of the material testing and inspection reports prepared by the firm retained by the Owner/Operator, review of the completed topographic survey, and evaluation of the completed stormwater management facilities, the stormwater management facilities have been constructed substantially in accordance with the contract documents and should function as designed. 10. Prepare the Notice of Termination (NOT). The Qualified Professional shall sign the NOT Certifications VI (Final Stabilization) and VII (Post-construction Stormwater Management Practices) and forward the NOT to the Owner/Operator for signature on Certification VIII (Owner/Operator Certification). 11. Transfer the SWPPP documents, along with all NOI's, permit certificates, NOT's, construction Site Log Book, and written records required by the General Permit to the Owner/Operator for archiving. C180LANDSCAPING PLANC1801LANDSCAPING PLANSCALE: 1" = 100'N LBANRJVRevisionsNO:DATE:DESCRIPTION:104/30/2024REVISED PER TOWN COMMENTS207/30/2024REVISED PER TOWN COMMENTS308/28/2024REVISED PER TOWN COMMENTS408/22/2025REVISED PER TOWN COMMENTS510/08/2025REVISED PER TOWN SOLAR LAW UPDATE601/12/2026ADJUSTED TRAIL LOCATIONNOT FOR CONSTRUCT IONDRAWING NAME:2/27/2026 3:03:23 PM DRAWING NUMBER:DATE:ISSUED FOR:DRAWN BY:REVIEWED BY:PROJECT NUMBER:© 2022 LaBella Associates\\cash.lab\U\Projects\Freestone Renewables LLC\2231869 - Jacob Rd Solar Yorktown NY\06_Drawings\Civil\01_C180_223186_LANDSCAPE.dwg FREESTONERENEWABLES, LLCP.O. BOX 630678HIGHLANDS RANCH, CO 80163JACOB ROAD SOLAR1805 JACOB ROAD, TOWN OF YORKTOWN,WESTCHESTER COUNTY, NEW YORK2231869TOWN REVIEW02/23/2024It is a violation of New York Education Law Art. 145 Sec.7209 & Art. 147 Sec. 7307, for any person, unless actingunder the direction of a licensed architect, professionalengineer, or land surveyor, to alter an item in any way. If anitem bearing the seal of an architect, engineer, or landsurveyor is altered; the altering architect, engineer, or landsurveyor shall affix to the item their seal and notation"altered by" followed by their signature and date of suchalteration, and a specific description of the alteration.4 British American BoulevardLatham, NY 12110518-439-8235labellapc.comCERTIFICATE OF AUTHORIZATION NUMBER:PROFESSIONAL ENGINEERING: 018281LAND SURVEYING: 017976GEOLOGICAL: 018750702/27/2026NEW TRAIL CONFIGURATIONEXP: 6/30/20280'100'200'300'PLANT LISTQTYSPACINGSIZECONDAVG GROWTH RATECOMMON NAMEABRVBOTANICAL NAMETREESNOTES:EVERGREEN PLANTING DETAIL Call Before You DigWait The Required TimeConfirm Utility ResponseRespect The MarksDig With Care800-962-7962www.digsafelynewyork.comDigSafely.New YorkJACOB ROAD SOLAR 1805 JACOB ROAD, YORKTOWN, NY 10567 FREESTONE RENEWABLES PROJECT NO: 2231869 ISSUED FOR TOWN REVIEW FEBRUARY 27, 2026PROJECT NO: 2231869FEBRUARY 23, 2024REVISED FEBRUARY 27, 2026JACOB ROAD SOLAR1805 JACOB ROADYORKTOWN, NEW YORK 10567LOCATION MAPN.T.S.FREESTONE RENEWABLESDESCRIPTIONINDEX OF DRAWINGSCOVER SHEETG001C131SITE PLANSHEET NO.PAGE NO.REVDATE651342602/27/26EXISTING CONDITIONS PLANSITE PLANEXISTING CONDITIONS PLANEXISTING CONDITIONS PLANC100C101C102C1304 British American BoulevardLatham, NY 12110518-439-8235labellapc.com78910111213141516C132C140C141C142C150C151C152C530C550SITE PLANGRADING & DRAINAGE PLANGRADING & DRAINAGE PLANGRADING & DRAINAGE PLANEROSION & SEDIMENT CONTROL PLANEROSION & SEDIMENT CONTROL PLANEROSION & SEDIMENT CONTROL PLANSITE DETAILSEROSION & SEDIMENT CONTROL NOTES AND DETAILS17C180LANDSCAPING PLAN18C531FENCE DETAILSATTORNEY:SITE CIVIL ENGINEER, SURVEYOR, AND LANDSCAPE ARCHITECT:RECORD OWNER:APPLICANT:TOWN OF YORKTOWN ZONING DISTRICT: ONE FAMILY RESIDENTIAL (R1-160)BULK TABLE:ZONING REQUIREMENTS:66666666666666666C170DRIVEWAY PLAN AND PROFILE196DEMOLITION PLANC120EXP: 6/30/202802/27/2602/27/2602/27/2602/27/2602/27/2602/27/2602/27/2602/27/2602/27/2602/27/2602/27/2602/27/2602/27/2602/27/2602/27/2602/27/2602/27/2602/27/26 YONATAN & MARIA COHENGLORIA SACCHINELLILUIS P. TUQUINAHUI-MAITAJASON ADAM LEVY &KAREN RESNIK LEVYCHRISTOPHER & NOELLEDUNDERDALEWETLAND 5C100EXISTING CONDITIONS PLANC1001EXISTING CONDITIONS PLANSCALE: 1" = 50'NLBANRJVRevisionsNO:DATE:DESCRIPTION:104/30/2024REVISED PER TOWN COMMENTS207/30/2024REVISED PER TOWN COMMENTS308/28/2024REVISED PER TOWN COMMENTS408/22/2025REVISED PER TOWN COMMENTS510/08/2025REVISED PER TOWN SOLAR LAW UPDATE601/12/2026ADJUSTED TRAIL LOCATIONNOT FOR CONSTRUCT IONDRAWING NAME:2/27/2026 3:07:40 PM DRAWING NUMBER:DATE:ISSUED FOR:DRAWN BY:REVIEWED BY:PROJECT NUMBER:© 2022 LaBella Associates\\cash.lab\U\Projects\Freestone Renewables LLC\2231869 - Jacob Rd Solar Yorktown NY\06_Drawings\Civil\01_C100_2231869_EXIST.dwg FREESTONERENEWABLES, LLCP.O. BOX 630678HIGHLANDS RANCH, CO 80163JACOB ROAD SOLAR1805 JACOB ROAD, TOWN OF YORKTOWN,WESTCHESTER COUNTY, NEW YORK2231869TOWN REVIEW02/23/2024It is a violation of New York Education Law Art. 145 Sec.7209 & Art. 147 Sec. 7307, for any person, unless actingunder the direction of a licensed architect, professionalengineer, or land surveyor, to alter an item in any way. If anitem bearing the seal of an architect, engineer, or landsurveyor is altered; the altering architect, engineer, or landsurveyor shall affix to the item their seal and notation"altered by" followed by their signature and date of suchalteration, and a specific description of the alteration.4 British American BoulevardLatham, NY 12110518-439-8235labellapc.comCERTIFICATE OF AUTHORIZATION NUMBER:PROFESSIONAL ENGINEERING: 018281LAND SURVEYING: 017976GEOLOGICAL: 018750702/27/2026NEW TRAIL CONFIGURATIONEXP: 6/30/2028NOTES:MATCHLINE - SEE SHEET C101 JOHN R. BECKERDAVID S. & LILIKASDANNUA & ADRIANADEDVUKAJANTHONY C. & PATRICIAMARTINEZBRIAN P. MAHONEYSTREAM 1WETLAND 4C101EXISTING CONDITIONS PLANC1011EXISTING CONDITIONS PLANSCALE: 1" = 50'NLBANRJVRevisionsNO:DATE:DESCRIPTION:104/30/2024REVISED PER TOWN COMMENTS207/30/2024REVISED PER TOWN COMMENTS308/28/2024REVISED PER TOWN COMMENTS408/22/2025REVISED PER TOWN COMMENTS510/08/2025REVISED PER TOWN SOLAR LAW UPDATE601/12/2026ADJUSTED TRAIL LOCATIONNOT FOR CONSTRUCT IONDRAWING NAME:2/27/2026 3:07:14 PM DRAWING NUMBER:DATE:ISSUED FOR:DRAWN BY:REVIEWED BY:PROJECT NUMBER:© 2022 LaBella Associates\\cash.lab\U\Projects\Freestone Renewables LLC\2231869 - Jacob Rd Solar Yorktown NY\06_Drawings\Civil\01_C100_2231869_EXIST.dwg FREESTONERENEWABLES, LLCP.O. BOX 630678HIGHLANDS RANCH, CO 80163JACOB ROAD SOLAR1805 JACOB ROAD, TOWN OF YORKTOWN,WESTCHESTER COUNTY, NEW YORK2231869TOWN REVIEW02/23/2024It is a violation of New York Education Law Art. 145 Sec.7209 & Art. 147 Sec. 7307, for any person, unless actingunder the direction of a licensed architect, professionalengineer, or land surveyor, to alter an item in any way. If anitem bearing the seal of an architect, engineer, or landsurveyor is altered; the altering architect, engineer, or landsurveyor shall affix to the item their seal and notation"altered by" followed by their signature and date of suchalteration, and a specific description of the alteration.4 British American BoulevardLatham, NY 12110518-439-8235labellapc.comCERTIFICATE OF AUTHORIZATION NUMBER:PROFESSIONAL ENGINEERING: 018281LAND SURVEYING: 017976GEOLOGICAL: 018750702/27/2026NEW TRAIL CONFIGURATIONEXP: 6/30/2028MATCHLINE - SEE SHEET C100MATCHLINE - SEE SHEET C102NOTES: KYLE M. & ANN MARIEBOHRINGERRAFAEL & MARLENE LOPEZWALLACK FAMILY LIMITED PARTNERSHIPMATTHEW S. & DANIELLE L. TARANGELOWETLAND 4WETLAND 3WETLAND 2WETLAND 1STREAM 3STREAM 4STREAM 2C102EXISTING CONDITIONS PLANC1021EXISTING CONDITIONS PLANSCALE: 1" = 50'NLBANRJVRevisionsNO:DATE:DESCRIPTION:104/30/2024REVISED PER TOWN COMMENTS207/30/2024REVISED PER TOWN COMMENTS308/28/2024REVISED PER TOWN COMMENTS408/22/2025REVISED PER TOWN COMMENTS510/08/2025REVISED PER TOWN SOLAR LAW UPDATE601/12/2026ADJUSTED TRAIL LOCATIONNOT FOR CONSTRUCT IONDRAWING NAME:2/27/2026 3:06:51 PM DRAWING NUMBER:DATE:ISSUED FOR:DRAWN BY:REVIEWED BY:PROJECT NUMBER:© 2022 LaBella Associates\\cash.lab\U\Projects\Freestone Renewables LLC\2231869 - Jacob Rd Solar Yorktown NY\06_Drawings\Civil\01_C100_2231869_EXIST.dwg FREESTONERENEWABLES, LLCP.O. BOX 630678HIGHLANDS RANCH, CO 80163JACOB ROAD SOLAR1805 JACOB ROAD, TOWN OF YORKTOWN,WESTCHESTER COUNTY, NEW YORK2231869TOWN REVIEW02/23/2024It is a violation of New York Education Law Art. 145 Sec.7209 & Art. 147 Sec. 7307, for any person, unless actingunder the direction of a licensed architect, professionalengineer, or land surveyor, to alter an item in any way. If anitem bearing the seal of an architect, engineer, or landsurveyor is altered; the altering architect, engineer, or landsurveyor shall affix to the item their seal and notation"altered by" followed by their signature and date of suchalteration, and a specific description of the alteration.4 British American BoulevardLatham, NY 12110518-439-8235labellapc.comCERTIFICATE OF AUTHORIZATION NUMBER:PROFESSIONAL ENGINEERING: 018281LAND SURVEYING: 017976GEOLOGICAL: 018750702/27/2026NEW TRAIL CONFIGURATIONEXP: 6/30/2028MATCHLINE - SEE SHEET C101NOTES: C120DEMOLITION PLANC1201DEMOLITION PLANSCALE: 1" = 100'N LBANRJVRevisionsNO:DATE:DESCRIPTION:104/30/2024REVISED PER TOWN COMMENTS207/30/2024REVISED PER TOWN COMMENTS308/28/2024REVISED PER TOWN COMMENTS408/22/2025REVISED PER TOWN COMMENTS510/08/2025REVISED PER TOWN SOLAR LAW UPDATE601/12/2026ADJUSTED TRAIL LOCATIONNOT FOR CONSTRUCT IONDRAWING NAME:2/27/2026 3:08:23 PM DRAWING NUMBER:DATE:ISSUED FOR:DRAWN BY:REVIEWED BY:PROJECT NUMBER:© 2022 LaBella Associates\\cash.lab\U\Projects\Freestone Renewables LLC\2231869 - Jacob Rd Solar Yorktown NY\06_Drawings\Civil\01_C120_223186_DEMO.dwg FREESTONERENEWABLES, LLCP.O. BOX 630678HIGHLANDS RANCH, CO 80163JACOB ROAD SOLAR1805 JACOB ROAD, TOWN OF YORKTOWN,WESTCHESTER COUNTY, NEW YORK2231869TOWN REVIEW02/23/2024It is a violation of New York Education Law Art. 145 Sec.7209 & Art. 147 Sec. 7307, for any person, unless actingunder the direction of a licensed architect, professionalengineer, or land surveyor, to alter an item in any way. If anitem bearing the seal of an architect, engineer, or landsurveyor is altered; the altering architect, engineer, or landsurveyor shall affix to the item their seal and notation"altered by" followed by their signature and date of suchalteration, and a specific description of the alteration.4 British American BoulevardLatham, NY 12110518-439-8235labellapc.comCERTIFICATE OF AUTHORIZATION NUMBER:PROFESSIONAL ENGINEERING: 018281LAND SURVEYING: 017976GEOLOGICAL: 018750702/27/2026NEW TRAIL CONFIGURATIONEXP: 6/30/20280'100'200'300' WETLAND 5LBANRJVRevisionsNO:DATE:DESCRIPTION:104/30/2024REVISED PER TOWN COMMENTS207/30/2024REVISED PER TOWN COMMENTS308/28/2024REVISED PER TOWN COMMENTS408/22/2025REVISED PER TOWN COMMENTS510/08/2025REVISED PER TOWN SOLAR LAW UPDATE601/12/2026ADJUSTED TRAIL LOCATIONNOT FOR CONSTRUCT IONDRAWING NAME:2/27/2026 3:10:25 PM DRAWING NUMBER:DATE:ISSUED FOR:DRAWN BY:REVIEWED BY:PROJECT NUMBER:© 2022 LaBella Associates\\cash.lab\U\Projects\Freestone Renewables LLC\2231869 - Jacob Rd Solar Yorktown NY\06_Drawings\Civil\01_C130_2231869_SITE.dwg FREESTONERENEWABLES, LLCP.O. BOX 630678HIGHLANDS RANCH, CO 80163JACOB ROAD SOLAR1805 JACOB ROAD, TOWN OF YORKTOWN,WESTCHESTER COUNTY, NEW YORK2231869TOWN REVIEW02/23/2024It is a violation of New York Education Law Art. 145 Sec.7209 & Art. 147 Sec. 7307, for any person, unless actingunder the direction of a licensed architect, professionalengineer, or land surveyor, to alter an item in any way. If anitem bearing the seal of an architect, engineer, or landsurveyor is altered; the altering architect, engineer, or landsurveyor shall affix to the item their seal and notation"altered by" followed by their signature and date of suchalteration, and a specific description of the alteration.4 British American BoulevardLatham, NY 12110518-439-8235labellapc.comCERTIFICATE OF AUTHORIZATION NUMBER:PROFESSIONAL ENGINEERING: 018281LAND SURVEYING: 017976GEOLOGICAL: 018750702/27/2026NEW TRAIL CONFIGURATIONEXP: 6/30/2028C130SITE PLANNC1301SITE PLANSCALE: 1" = 50'SITE LEGEND:MATCHLINE - SEE SHEET C131 WETLAND 1STREAM 1WETLAND 4LBANRJVRevisionsNO:DATE:DESCRIPTION:104/30/2024REVISED PER TOWN COMMENTS207/30/2024REVISED PER TOWN COMMENTS308/28/2024REVISED PER TOWN COMMENTS408/22/2025REVISED PER TOWN COMMENTS510/08/2025REVISED PER TOWN SOLAR LAW UPDATE601/12/2026ADJUSTED TRAIL LOCATIONNOT FOR CONSTRUCT IONDRAWING NAME:2/27/2026 3:09:57 PM DRAWING NUMBER:DATE:ISSUED FOR:DRAWN BY:REVIEWED BY:PROJECT NUMBER:© 2022 LaBella Associates\\cash.lab\U\Projects\Freestone Renewables LLC\2231869 - Jacob Rd Solar Yorktown NY\06_Drawings\Civil\01_C130_2231869_SITE.dwg FREESTONERENEWABLES, LLCP.O. BOX 630678HIGHLANDS RANCH, CO 80163JACOB ROAD SOLAR1805 JACOB ROAD, TOWN OF YORKTOWN,WESTCHESTER COUNTY, NEW YORK2231869TOWN REVIEW02/23/2024It is a violation of New York Education Law Art. 145 Sec.7209 & Art. 147 Sec. 7307, for any person, unless actingunder the direction of a licensed architect, professionalengineer, or land surveyor, to alter an item in any way. If anitem bearing the seal of an architect, engineer, or landsurveyor is altered; the altering architect, engineer, or landsurveyor shall affix to the item their seal and notation"altered by" followed by their signature and date of suchalteration, and a specific description of the alteration.4 British American BoulevardLatham, NY 12110518-439-8235labellapc.comCERTIFICATE OF AUTHORIZATION NUMBER:PROFESSIONAL ENGINEERING: 018281LAND SURVEYING: 017976GEOLOGICAL: 018750702/27/2026NEW TRAIL CONFIGURATIONEXP: 6/30/2028C131SITE PLANNC1311SITE PLANSCALE: 1" = 50'SITE LEGEND:MATCHLINE - SEE SHEET C132MATCHLINE - SEE SHEET C130NOTE: WETLAND 4WETLAND 3WETLAND 2WETLAND 1STREAM 3STREAM 4STREAM 2LBANRJVRevisionsNO:DATE:DESCRIPTION:104/30/2024REVISED PER TOWN COMMENTS207/30/2024REVISED PER TOWN COMMENTS308/28/2024REVISED PER TOWN COMMENTS408/22/2025REVISED PER TOWN COMMENTS510/08/2025REVISED PER TOWN SOLAR LAW UPDATE601/12/2026ADJUSTED TRAIL LOCATIONNOT FOR CONSTRUCT IONDRAWING NAME:2/27/2026 3:09:21 PM DRAWING NUMBER:DATE:ISSUED FOR:DRAWN BY:REVIEWED BY:PROJECT NUMBER:© 2022 LaBella Associates\\cash.lab\U\Projects\Freestone Renewables LLC\2231869 - Jacob Rd Solar Yorktown NY\06_Drawings\Civil\01_C130_2231869_SITE.dwg FREESTONERENEWABLES, LLCP.O. BOX 630678HIGHLANDS RANCH, CO 80163JACOB ROAD SOLAR1805 JACOB ROAD, TOWN OF YORKTOWN,WESTCHESTER COUNTY, NEW YORK2231869TOWN REVIEW02/23/2024It is a violation of New York Education Law Art. 145 Sec.7209 & Art. 147 Sec. 7307, for any person, unless actingunder the direction of a licensed architect, professionalengineer, or land surveyor, to alter an item in any way. If anitem bearing the seal of an architect, engineer, or landsurveyor is altered; the altering architect, engineer, or landsurveyor shall affix to the item their seal and notation"altered by" followed by their signature and date of suchalteration, and a specific description of the alteration.4 British American BoulevardLatham, NY 12110518-439-8235labellapc.comCERTIFICATE OF AUTHORIZATION NUMBER:PROFESSIONAL ENGINEERING: 018281LAND SURVEYING: 017976GEOLOGICAL: 018750702/27/2026NEW TRAIL CONFIGURATIONEXP: 6/30/2028C132SITE PLANNC1321SITE PLANSCALE: 1" = 50'MATCHLINE - SEE SHEET C131SITE LEGEND:NOTE: WETLAND 5∅∅LBANRJVRevisionsNO:DATE:DESCRIPTION:104/30/2024REVISED PER TOWN COMMENTS207/30/2024REVISED PER TOWN COMMENTS308/28/2024REVISED PER TOWN COMMENTS408/22/2025REVISED PER TOWN COMMENTS510/08/2025REVISED PER TOWN SOLAR LAW UPDATE601/12/2026ADJUSTED TRAIL LOCATIONNOT FOR CONSTRUCT IONDRAWING NAME:2/27/2026 3:13:42 PM DRAWING NUMBER:DATE:ISSUED FOR:DRAWN BY:REVIEWED BY:PROJECT NUMBER:© 2022 LaBella Associates\\cash.lab\U\Projects\Freestone Renewables LLC\2231869 - Jacob Rd Solar Yorktown NY\06_Drawings\Civil\01_C140_2231869_GRAD.dwg FREESTONERENEWABLES, LLCP.O. BOX 630678HIGHLANDS RANCH, CO 80163JACOB ROAD SOLAR1805 JACOB ROAD, TOWN OF YORKTOWN,WESTCHESTER COUNTY, NEW YORK2231869TOWN REVIEW02/23/2024It is a violation of New York Education Law Art. 145 Sec.7209 & Art. 147 Sec. 7307, for any person, unless actingunder the direction of a licensed architect, professionalengineer, or land surveyor, to alter an item in any way. If anitem bearing the seal of an architect, engineer, or landsurveyor is altered; the altering architect, engineer, or landsurveyor shall affix to the item their seal and notation"altered by" followed by their signature and date of suchalteration, and a specific description of the alteration.4 British American BoulevardLatham, NY 12110518-439-8235labellapc.comCERTIFICATE OF AUTHORIZATION NUMBER:PROFESSIONAL ENGINEERING: 018281LAND SURVEYING: 017976GEOLOGICAL: 018750702/27/2026NEW TRAIL CONFIGURATIONEXP: 6/30/2028C140GRADING & DRAINAGE PLANC1401GRADING & DRAINAGE PLANSCALE: 1" = 50'NGRADING & DRAINAGE LEGEND:MATCHLINE - SEE SHEET C141 WETLAND 1STREAM 1WETLAND 4∅LBANRJVRevisionsNO:DATE:DESCRIPTION:104/30/2024REVISED PER TOWN COMMENTS207/30/2024REVISED PER TOWN COMMENTS308/28/2024REVISED PER TOWN COMMENTS408/22/2025REVISED PER TOWN COMMENTS510/08/2025REVISED PER TOWN SOLAR LAW UPDATE601/12/2026ADJUSTED TRAIL LOCATIONNOT FOR CONSTRUCT IONDRAWING NAME:2/27/2026 3:12:13 PM DRAWING NUMBER:DATE:ISSUED FOR:DRAWN BY:REVIEWED BY:PROJECT NUMBER:© 2022 LaBella Associates\\cash.lab\U\Projects\Freestone Renewables LLC\2231869 - Jacob Rd Solar Yorktown NY\06_Drawings\Civil\01_C140_2231869_GRAD.dwg FREESTONERENEWABLES, LLCP.O. BOX 630678HIGHLANDS RANCH, CO 80163JACOB ROAD SOLAR1805 JACOB ROAD, TOWN OF YORKTOWN,WESTCHESTER COUNTY, NEW YORK2231869TOWN REVIEW02/23/2024It is a violation of New York Education Law Art. 145 Sec.7209 & Art. 147 Sec. 7307, for any person, unless actingunder the direction of a licensed architect, professionalengineer, or land surveyor, to alter an item in any way. If anitem bearing the seal of an architect, engineer, or landsurveyor is altered; the altering architect, engineer, or landsurveyor shall affix to the item their seal and notation"altered by" followed by their signature and date of suchalteration, and a specific description of the alteration.4 British American BoulevardLatham, NY 12110518-439-8235labellapc.comCERTIFICATE OF AUTHORIZATION NUMBER:PROFESSIONAL ENGINEERING: 018281LAND SURVEYING: 017976GEOLOGICAL: 018750702/27/2026NEW TRAIL CONFIGURATIONEXP: 6/30/2028C141GRADING & DRAINAGE PLANC1411GRADING & DRAINAGE PLANSCALE: 1" = 50'NGRADING & DRAINAGE LEGEND:MATCHLINE - SEE SHEET C142MATCHLINE - SEE SHEET C140 WETLAND 4WETLAND 3WETLAND 2WETLAND 1STREAM 3STREAM 4STREAM 2LBANRJVRevisionsNO:DATE:DESCRIPTION:104/30/2024REVISED PER TOWN COMMENTS207/30/2024REVISED PER TOWN COMMENTS308/28/2024REVISED PER TOWN COMMENTS408/22/2025REVISED PER TOWN COMMENTS510/08/2025REVISED PER TOWN SOLAR LAW UPDATE601/12/2026ADJUSTED TRAIL LOCATIONNOT FOR CONSTRUCT IONDRAWING NAME:2/27/2026 3:11:06 PM DRAWING NUMBER:DATE:ISSUED FOR:DRAWN BY:REVIEWED BY:PROJECT NUMBER:© 2022 LaBella Associates\\cash.lab\U\Projects\Freestone Renewables LLC\2231869 - Jacob Rd Solar Yorktown NY\06_Drawings\Civil\01_C140_2231869_GRAD.dwg FREESTONERENEWABLES, LLCP.O. BOX 630678HIGHLANDS RANCH, CO 80163JACOB ROAD SOLAR1805 JACOB ROAD, TOWN OF YORKTOWN,WESTCHESTER COUNTY, NEW YORK2231869TOWN REVIEW02/23/2024It is a violation of New York Education Law Art. 145 Sec.7209 & Art. 147 Sec. 7307, for any person, unless actingunder the direction of a licensed architect, professionalengineer, or land surveyor, to alter an item in any way. If anitem bearing the seal of an architect, engineer, or landsurveyor is altered; the altering architect, engineer, or landsurveyor shall affix to the item their seal and notation"altered by" followed by their signature and date of suchalteration, and a specific description of the alteration.4 British American BoulevardLatham, NY 12110518-439-8235labellapc.comCERTIFICATE OF AUTHORIZATION NUMBER:PROFESSIONAL ENGINEERING: 018281LAND SURVEYING: 017976GEOLOGICAL: 018750702/27/2026NEW TRAIL CONFIGURATIONEXP: 6/30/2028C142GRADING & DRAINAGE PLANC1421GRADING & DRAINAGE PLANSCALE: 1" = 50'NGRADING & DRAINAGE LEGEND:MATCHLINE - SEE SHEET C141 WETLAND 5LBANRJVRevisionsNO:DATE:DESCRIPTION:104/30/2024REVISED PER TOWN COMMENTS207/30/2024REVISED PER TOWN COMMENTS308/28/2024REVISED PER TOWN COMMENTS408/22/2025REVISED PER TOWN COMMENTS510/08/2025REVISED PER TOWN SOLAR LAW UPDATE601/12/2026ADJUSTED TRAIL LOCATIONNOT FOR CONSTRUCT IONDRAWING NAME:2/27/2026 3:06:13 PM DRAWING NUMBER:DATE:ISSUED FOR:DRAWN BY:REVIEWED BY:PROJECT NUMBER:© 2022 LaBella Associates\\cash.lab\U\Projects\Freestone Renewables LLC\2231869 - Jacob Rd Solar Yorktown NY\06_Drawings\Civil\01_C150_2231869_EROS.dwg FREESTONERENEWABLES, LLCP.O. BOX 630678HIGHLANDS RANCH, CO 80163JACOB ROAD SOLAR1805 JACOB ROAD, TOWN OF YORKTOWN,WESTCHESTER COUNTY, NEW YORK2231869TOWN REVIEW02/23/2024It is a violation of New York Education Law Art. 145 Sec.7209 & Art. 147 Sec. 7307, for any person, unless actingunder the direction of a licensed architect, professionalengineer, or land surveyor, to alter an item in any way. If anitem bearing the seal of an architect, engineer, or landsurveyor is altered; the altering architect, engineer, or landsurveyor shall affix to the item their seal and notation"altered by" followed by their signature and date of suchalteration, and a specific description of the alteration.4 British American BoulevardLatham, NY 12110518-439-8235labellapc.comCERTIFICATE OF AUTHORIZATION NUMBER:PROFESSIONAL ENGINEERING: 018281LAND SURVEYING: 017976GEOLOGICAL: 018750702/27/2026NEW TRAIL CONFIGURATIONEXP: 6/30/2028C150EROSION & SEDIMENTCONTROL PLANC1501EROSION & SEDIMENT CONTROL PLANSCALE: 1" = 50'NC150EROSION & SEDIMENTCONTROL PLANEROSION CONTROL LEGEND:MATCHLINE - SEE SHEET C151SEEDING NOTES: STREAM 1WETLAND 4LBANRJVRevisionsNO:DATE:DESCRIPTION:104/30/2024REVISED PER TOWN COMMENTS207/30/2024REVISED PER TOWN COMMENTS308/28/2024REVISED PER TOWN COMMENTS408/22/2025REVISED PER TOWN COMMENTS510/08/2025REVISED PER TOWN SOLAR LAW UPDATE601/12/2026ADJUSTED TRAIL LOCATIONNOT FOR CONSTRUCT IONDRAWING NAME:2/27/2026 3:05:30 PM DRAWING NUMBER:DATE:ISSUED FOR:DRAWN BY:REVIEWED BY:PROJECT NUMBER:© 2022 LaBella Associates\\cash.lab\U\Projects\Freestone Renewables LLC\2231869 - Jacob Rd Solar Yorktown NY\06_Drawings\Civil\01_C150_2231869_EROS.dwg FREESTONERENEWABLES, LLCP.O. BOX 630678HIGHLANDS RANCH, CO 80163JACOB ROAD SOLAR1805 JACOB ROAD, TOWN OF YORKTOWN,WESTCHESTER COUNTY, NEW YORK2231869TOWN REVIEW02/23/2024It is a violation of New York Education Law Art. 145 Sec.7209 & Art. 147 Sec. 7307, for any person, unless actingunder the direction of a licensed architect, professionalengineer, or land surveyor, to alter an item in any way. If anitem bearing the seal of an architect, engineer, or landsurveyor is altered; the altering architect, engineer, or landsurveyor shall affix to the item their seal and notation"altered by" followed by their signature and date of suchalteration, and a specific description of the alteration.4 British American BoulevardLatham, NY 12110518-439-8235labellapc.comCERTIFICATE OF AUTHORIZATION NUMBER:PROFESSIONAL ENGINEERING: 018281LAND SURVEYING: 017976GEOLOGICAL: 018750702/27/2026NEW TRAIL CONFIGURATIONEXP: 6/30/2028EROSION & SEDIMENTCONTROL PLANC1511EROSION & SEDIMENT CONTROL PLANSCALE: 1" = 50'NC151EROSION & SEDIMENTCONTROL PLANEROSION CONTROL LEGEND:MATCHLINE - SEE SHEET C152MATCHLINE - SEE SHEET C150SEEDING NOTES: WETLAND 4WETLAND 3WETLAND 2WETLAND 1STREAM 3STREAM 4STREAM 2LBANRJVRevisionsNO:DATE:DESCRIPTION:104/30/2024REVISED PER TOWN COMMENTS207/30/2024REVISED PER TOWN COMMENTS308/28/2024REVISED PER TOWN COMMENTS408/22/2025REVISED PER TOWN COMMENTS510/08/2025REVISED PER TOWN SOLAR LAW UPDATE601/12/2026ADJUSTED TRAIL LOCATIONNOT FOR CONSTRUCT IONDRAWING NAME:2/27/2026 3:04:52 PM DRAWING NUMBER:DATE:ISSUED FOR:DRAWN BY:REVIEWED BY:PROJECT NUMBER:© 2022 LaBella Associates\\cash.lab\U\Projects\Freestone Renewables LLC\2231869 - Jacob Rd Solar Yorktown NY\06_Drawings\Civil\01_C150_2231869_EROS.dwg FREESTONERENEWABLES, LLCP.O. BOX 630678HIGHLANDS RANCH, CO 80163JACOB ROAD SOLAR1805 JACOB ROAD, TOWN OF YORKTOWN,WESTCHESTER COUNTY, NEW YORK2231869TOWN REVIEW02/23/2024It is a violation of New York Education Law Art. 145 Sec.7209 & Art. 147 Sec. 7307, for any person, unless actingunder the direction of a licensed architect, professionalengineer, or land surveyor, to alter an item in any way. If anitem bearing the seal of an architect, engineer, or landsurveyor is altered; the altering architect, engineer, or landsurveyor shall affix to the item their seal and notation"altered by" followed by their signature and date of suchalteration, and a specific description of the alteration.4 British American BoulevardLatham, NY 12110518-439-8235labellapc.comCERTIFICATE OF AUTHORIZATION NUMBER:PROFESSIONAL ENGINEERING: 018281LAND SURVEYING: 017976GEOLOGICAL: 018750702/27/2026NEW TRAIL CONFIGURATIONEXP: 6/30/2028EROSION & SEDIMENTCONTROL PLANC1521EROSION & SEDIMENT CONTROL PLANSCALE: 1" = 50'NC152EROSION & SEDIMENTCONTROL PLANEROSION CONTROL LEGEND:MATCHLINE - SEE SHEET C151SEEDING NOTES: C170DRIVEWAY PLAN ANDPROFILEC1702DRIVEWAY PROFILESCALE: 1" = 40' HORIZONTAL1" = 8' VERTICALLBANRJVRevisionsNO:DATE:DESCRIPTION:104/30/2024REVISED PER TOWN COMMENTS207/30/2024REVISED PER TOWN COMMENTS308/28/2024REVISED PER TOWN COMMENTS408/22/2025REVISED PER TOWN COMMENTS510/08/2025REVISED PER TOWN SOLAR LAW UPDATE601/12/2026ADJUSTED TRAIL LOCATIONNOT FOR CONSTRUCT IONDRAWING NAME:2/27/2026 3:04:07 PM DRAWING NUMBER:DATE:ISSUED FOR:DRAWN BY:REVIEWED BY:PROJECT NUMBER:© 2022 LaBella Associates\\cash.lab\U\Projects\Freestone Renewables LLC\2231869 - Jacob Rd Solar Yorktown NY\06_Drawings\Civil\01_C170_223186_PLAN-PROF.dwg FREESTONERENEWABLES, LLCP.O. BOX 630678HIGHLANDS RANCH, CO 80163JACOB ROAD SOLAR1805 JACOB ROAD, TOWN OF YORKTOWN,WESTCHESTER COUNTY, NEW YORK2231869TOWN REVIEW02/23/2024It is a violation of New York Education Law Art. 145 Sec.7209 & Art. 147 Sec. 7307, for any person, unless actingunder the direction of a licensed architect, professionalengineer, or land surveyor, to alter an item in any way. If anitem bearing the seal of an architect, engineer, or landsurveyor is altered; the altering architect, engineer, or landsurveyor shall affix to the item their seal and notation"altered by" followed by their signature and date of suchalteration, and a specific description of the alteration.4 British American BoulevardLatham, NY 12110518-439-8235labellapc.comCERTIFICATE OF AUTHORIZATION NUMBER:PROFESSIONAL ENGINEERING: 018281LAND SURVEYING: 017976GEOLOGICAL: 018750702/27/2026NEW TRAIL CONFIGURATIONEXP: 6/30/2028C1701DRIVEWAY PLANSCALE: 1" = 40'N 0'40'80'120' C180LANDSCAPING PLANC1801LANDSCAPING PLANSCALE: 1" = 100'N LBANRJVRevisionsNO:DATE:DESCRIPTION:104/30/2024REVISED PER TOWN COMMENTS207/30/2024REVISED PER TOWN COMMENTS308/28/2024REVISED PER TOWN COMMENTS408/22/2025REVISED PER TOWN COMMENTS510/08/2025REVISED PER TOWN SOLAR LAW UPDATE601/12/2026ADJUSTED TRAIL LOCATIONNOT FOR CONSTRUCT IONDRAWING NAME:2/27/2026 3:03:23 PM DRAWING NUMBER:DATE:ISSUED FOR:DRAWN BY:REVIEWED BY:PROJECT NUMBER:© 2022 LaBella Associates\\cash.lab\U\Projects\Freestone Renewables LLC\2231869 - Jacob Rd Solar Yorktown NY\06_Drawings\Civil\01_C180_223186_LANDSCAPE.dwg FREESTONERENEWABLES, LLCP.O. BOX 630678HIGHLANDS RANCH, CO 80163JACOB ROAD SOLAR1805 JACOB ROAD, TOWN OF YORKTOWN,WESTCHESTER COUNTY, NEW YORK2231869TOWN REVIEW02/23/2024It is a violation of New York Education Law Art. 145 Sec.7209 & Art. 147 Sec. 7307, for any person, unless actingunder the direction of a licensed architect, professionalengineer, or land surveyor, to alter an item in any way. If anitem bearing the seal of an architect, engineer, or landsurveyor is altered; the altering architect, engineer, or landsurveyor shall affix to the item their seal and notation"altered by" followed by their signature and date of suchalteration, and a specific description of the alteration.4 British American BoulevardLatham, NY 12110518-439-8235labellapc.comCERTIFICATE OF AUTHORIZATION NUMBER:PROFESSIONAL ENGINEERING: 018281LAND SURVEYING: 017976GEOLOGICAL: 018750702/27/2026NEW TRAIL CONFIGURATIONEXP: 6/30/20280'100'200'300'PLANT LISTQTYSPACINGSIZECONDAVG GROWTH RATECOMMON NAMEABRVBOTANICAL NAMETREESNOTES:EVERGREEN PLANTING DETAIL NOTES:PAVEMENT SECTION DETAILSECTION PLANAANOTES:MATERIALS SPECIFICATION FOR BIORETENTIONTYPICAL BIORETENTION DETAILSECTION THRU OVERFLOW WEIRNOTES:PIPE TRENCH DETAIL (TYPICAL)TYPICAL HDPEEND SECTIONNOTES:ELEVATIONFRONTPLANTYPICAL END SECTION - HDPENOTESSECTIONPLANCATCH BASIN/MANHOLE DETAILPRECAST CONCRETECMP OR HDPE CEMENT GROUT SEAL JOINTPIPE CONNECTION TO DRAINAGE STRUCTURE-ACCEPTABLE MANHOLE STEPSSECTIONACOPOLYMER POLYPROPYLENE MH STEPPLAN VIEWNOTE:LEVEL SPREADER SECTION B-BABLEVEL SPREADER SECTION A-AABLEVEL SPREADER DETAILLBANRJVRevisionsNO:DATE:DESCRIPTION:104/30/2024REVISED PER TOWN COMMENTS207/30/2024REVISED PER TOWN COMMENTS308/28/2024REVISED PER TOWN COMMENTS408/22/2025REVISED PER TOWN COMMENTS510/08/2025REVISED PER TOWN SOLAR LAW UPDATE601/12/2026ADJUSTED TRAIL LOCATIONNOT FOR CONSTRUCT IONDRAWING NAME:2/27/2026 3:02:29 PM DRAWING NUMBER:DATE:ISSUED FOR:DRAWN BY:REVIEWED BY:PROJECT NUMBER:© 2022 LaBella Associates\\cash.lab\U\Projects\Freestone Renewables LLC\2231869 - Jacob Rd Solar Yorktown NY\06_Drawings\Civil\01_C530_2231869_SITE DETAIL.dwg FREESTONERENEWABLES, LLCP.O. BOX 630678HIGHLANDS RANCH, CO 80163JACOB ROAD SOLAR1805 JACOB ROAD, TOWN OF YORKTOWN,WESTCHESTER COUNTY, NEW YORK2231869TOWN REVIEW02/23/2024It is a violation of New York Education Law Art. 145 Sec.7209 & Art. 147 Sec. 7307, for any person, unless actingunder the direction of a licensed architect, professionalengineer, or land surveyor, to alter an item in any way. If anitem bearing the seal of an architect, engineer, or landsurveyor is altered; the altering architect, engineer, or landsurveyor shall affix to the item their seal and notation"altered by" followed by their signature and date of suchalteration, and a specific description of the alteration.4 British American BoulevardLatham, NY 12110518-439-8235labellapc.comCERTIFICATE OF AUTHORIZATION NUMBER:PROFESSIONAL ENGINEERING: 018281LAND SURVEYING: 017976GEOLOGICAL: 018750702/27/2026NEW TRAIL CONFIGURATIONEXP: 6/30/2028C530SITE DETAILSSTORM SEWER NOTES: "NAME"SOLAR ARRAYCOMPANY, LLC24HR EMERGENCY CONTACTNAME, PHONE, ADDRESSNOTRESPASSINGPRIVATE PROPERTY.UNAUTHORIZED ENTRY PROHIBITED.VIOLATORS WILL BE PROSECUTED UNDERAUTHORITY OF THE STATE OF NEW YORKPENAL LAW SECTION 140.10NOTRESPASSINGPRIVATE PROPERTY.UNAUTHORIZED ENTRY PROHIBITED.VIOLATORS WILL BE PROSECUTED UNDERAUTHORITY OF THE STATE OF NEW YORKPENAL LAW SECTION 140.10NOTICEIN CASE OFEMERGENCYCALL ( ) - -DANGERHIGHVOLTAGE.KEEP OUTWARNINGTHESE FACILITIES AREMONITORED BY VIDEO &ELECTRONIC SECURITYEQUIPMENTWARNINGANYONE DAMAGING, VANDALIZING, ORINTERFERING WITH THE OPERATION OFTHIS FACILITY IS IN VIOLATION OF TITLE18. UNITED STATES CODE SECTION 1366AND PUNISHABLE BY 10 YEARSIMPRISONMENT AND $50,000 FINE.NOTICEIN CASE OFEMERGENCYCALL ( ) - -WARNINGTHESE FACILITIES AREMONITORED BY VIDEO &ELECTRONIC SECURITYEQUIPMENTWARNINGANYONE DAMAGING, VANDALIZING, ORINTERFERING WITH THE OPERATION OFTHIS FACILITY IS IN VIOLATION OF TITLE18. UNITED STATES CODE SECTION 1366AND PUNISHABLE BY 10 YEARSIMPRISONMENT AND $50,000 FINE.DANGERHIGHVOLTAGE.KEEP OUTNOTRESPASSINGPRIVATE PROPERTY.UNAUTHORIZED ENTRY PROHIBITED.VIOLATORS WILL BE PROSECUTED UNDERAUTHORITY OF THE STATE OF NEW YORKPENAL LAW SECTION 140.10NOTICEIN CASE OFEMERGENCYCALL ( ) - -WARNINGTHESE FACILITIES AREMONITORED BY VIDEO &ELECTRONIC SECURITYEQUIPMENTWARNINGANYONE DAMAGING, VANDALIZING, ORINTERFERING WITH THE OPERATION OFTHIS FACILITY IS IN VIOLATION OF TITLE18. UNITED STATES CODE SECTION 1366AND PUNISHABLE BY 10 YEARSIMPRISONMENT AND $50,000 FINE.DANGERHIGHVOLTAGE.KEEP OUT"NAME"SOLAR ARRAYCOMPANY, LLC24HR EMERGENCY CONTACTNAME, PHONE, ADDRESS7' TALL 24' WIDE VEHICLE GATE 7' TALL 6' WIDE PERSONNEL GATE 7' TALL CHAIN LINK SECURITY FENCE PERMANENT SIGNAGE DETAIL LBANRJVRevisionsNO:DATE:DESCRIPTION:104/30/2024REVISED PER TOWN COMMENTS207/30/2024REVISED PER TOWN COMMENTS308/28/2024REVISED PER TOWN COMMENTS408/22/2025REVISED PER TOWN COMMENTS510/08/2025REVISED PER TOWN SOLAR LAW UPDATE601/12/2026ADJUSTED TRAIL LOCATIONNOT FOR CONSTRUCT IONDRAWING NAME:2/27/2026 3:02:10 PM DRAWING NUMBER:DATE:ISSUED FOR:DRAWN BY:REVIEWED BY:PROJECT NUMBER:© 2022 LaBella Associates\\cash.lab\U\Projects\Freestone Renewables LLC\2231869 - Jacob Rd Solar Yorktown NY\06_Drawings\Civil\01_C530_2231869_SITE DETAIL.dwg FREESTONERENEWABLES, LLCP.O. BOX 630678HIGHLANDS RANCH, CO 80163JACOB ROAD SOLAR1805 JACOB ROAD, TOWN OF YORKTOWN,WESTCHESTER COUNTY, NEW YORK2231869TOWN REVIEW02/23/2024It is a violation of New York Education Law Art. 145 Sec.7209 & Art. 147 Sec. 7307, for any person, unless actingunder the direction of a licensed architect, professionalengineer, or land surveyor, to alter an item in any way. If anitem bearing the seal of an architect, engineer, or landsurveyor is altered; the altering architect, engineer, or landsurveyor shall affix to the item their seal and notation"altered by" followed by their signature and date of suchalteration, and a specific description of the alteration.4 British American BoulevardLatham, NY 12110518-439-8235labellapc.comCERTIFICATE OF AUTHORIZATION NUMBER:PROFESSIONAL ENGINEERING: 018281LAND SURVEYING: 017976GEOLOGICAL: 018750702/27/2026NEW TRAIL CONFIGURATIONEXP: 6/30/2028C531FENCE DETAILS NOTES:TEMPORARY SOIL STOCKPILE DETAILPLAN VIEWPROFILECONSTRUCTION ENTRANCE SPECIFICATIONS:STABILIZEDCONSTRUCTION ACCESS DETAILNOTES:SECTIONPERSPECTIVE VIEWSILT FENCE INSTALLATION DETAILNOTES:TEMPORARY TOPSOIL,FERTILIZER, SEED & MULCH DETAILSTONE APRON SIZING REQUIREMENT - TABLE "A"SECTIONPLANEND SECTION WITH STONE LINED APRON DETAILSECTION VIEWNOTES:PERMANENT GRASSLINED DIVERSION SWALE DETAILNOTES:CONCRETE WASHOUT AREA DETAILGENERAL EROSION AND SEDIMENT CONTROL NOTES:MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES:CONSTRUCTION SEQUENCING NOTES:TOPSOIL SPECIFICATIONS:SITE PREPARATION:TOPSOIL MATERIALS:APPLICATION AND GRADING:VEGETATIVE COVER SPECIFICATIONS:TEMPORARY VEGETATIVE COVER (DURING CONSTRUCTION):PERMANENT VEGETATIVE COVER (AFTER CONSTRUCTION):EROSION AND SEDIMENT CONTROL MEASURES:SPDES GENERAL PERMIT GP-0-20-001 COMPLIANCE NOTES:’C550EROSION & SEDIMENTCONTROL DETAILSLBANRJVRevisionsNO:DATE:DESCRIPTION:104/30/2024REVISED PER TOWN COMMENTS207/30/2024REVISED PER TOWN COMMENTS308/28/2024REVISED PER TOWN COMMENTS408/22/2025REVISED PER TOWN COMMENTS510/08/2025REVISED PER TOWN SOLAR LAW UPDATE601/12/2026ADJUSTED TRAIL LOCATIONNOT FOR CONSTRUCT IONDRAWING NAME:2/27/2026 3:01:11 PM DRAWING NUMBER:DATE:ISSUED FOR:DRAWN BY:REVIEWED BY:PROJECT NUMBER:© 2022 LaBella Associates\\cash.lab\U\Projects\Freestone Renewables LLC\2231869 - Jacob Rd Solar Yorktown NY\06_Drawings\Civil\01_C550_2231869_EROS-DET.dwg FREESTONERENEWABLES, LLCP.O. BOX 630678HIGHLANDS RANCH, CO 80163JACOB ROAD SOLAR1805 JACOB ROAD, TOWN OF YORKTOWN,WESTCHESTER COUNTY, NEW YORK2231869TOWN REVIEW02/23/2024It is a violation of New York Education Law Art. 145 Sec.7209 & Art. 147 Sec. 7307, for any person, unless actingunder the direction of a licensed architect, professionalengineer, or land surveyor, to alter an item in any way. If anitem bearing the seal of an architect, engineer, or landsurveyor is altered; the altering architect, engineer, or landsurveyor shall affix to the item their seal and notation"altered by" followed by their signature and date of suchalteration, and a specific description of the alteration.4 British American BoulevardLatham, NY 12110518-439-8235labellapc.comCERTIFICATE OF AUTHORIZATION NUMBER:PROFESSIONAL ENGINEERING: 018281LAND SURVEYING: 017976GEOLOGICAL: 018750702/27/2026NEW TRAIL CONFIGURATIONEXP: 6/30/2028 Fieldstone Manor From:John Tegeder To:Ian Richey; Robyn Steinberg Subject:FW: Bids for Tennis/Pickleball and Basketball Courts Date:Thursday, March 19, 2026 11:45:46 AM Attachments:April 5, 2022_Bid Award_Railroad Park Basketball Court.pdf April 30, 2024_Bid Award_Pickleball Courts_DeRosa.pdf October 1, 2024_Bid Award_Pickleball Court Fencing_WBE.pdf John A. Tegeder, R.A. Director of Planning Town of Yorktown, N.Y. 1974 Commerce Street Yorktown Heights, N.Y. 10598 Tel. (914)962-6565 x 326 Fax (914)962-3986 www.yorktownny.gov jtegeder@yorktownny.gov PLEASE NOTE THE CHANGE IN OUR DOMAIN FROM .ORG TO .GOV AND UPDATE YOUR RECORDS ACCORDINGLY. From: James Martorano <jmartorano@yorktownny.gov> Sent: Tuesday, March 10, 2026 2:46 PM To: John Tegeder <jtegeder@yorktownny.gov> Subject: Bids for Tennis/Pickleball and Basketball Courts John, As requested here are 3 bids we have recently done on Basketball & Tennis (Pickleball) Courts and a bid for the needed fencing. Railroad Basket Ball - $55,000 GK Pickleball Courts - $188,000 JK Pickleball Fencing - $29, 280 As you can see these totaled $272,280 this would be the exact same footprint of what has been proposed at Fieldstone. However these quotes did not include the necessary drainage and subsurface that we did in house that cost an additional 15k per project with materials, equipment and labor. In my professional opinion an extremely conservative estimate of $300K would be the cost for this project (at prevailing wage). Hope this information helps. Sincerely, James J. Martorano Jr. Yorktown Parks & Recreation Superintendent Cell: 845-803-2875 Office: 914-245-4650 Fax: 914-245-1608 Diana L. Quast, Town Clerk OfYOp . Registrar of Vital Statistics dquast©yorktownny.org 07 2 Telephone: (914) 962-5722 x 208 Fax: (914) 962 6591 ft 1.788 11, At TOWN OF YORKTOWN 363 Underhill Avenue, P.O. Box 703 Yorktown Heights, NY 10598 This is a resolution adopted by the Town Board of the Town of Yorktown at its regular meeting held on April 30, 2024. Whereas, bids were opened on April 12th, 2024 for the Rehabilitation of Pickleball Courts at Granite Knolls Recreation and Sports Complex. Bids were submitted by the following Vendors: 1. D. F. Eastwood Construction Corp.189,000.00 2. DeRosa Sports Construction Inc. 188,000.00 3. LandVscape Inc. 295,000.00 4. Paladino Concrete Creations Corp. 249,000.00 5. Peter J. Landi Inc. 240,000.00 6. Sport-Tech Construction Corp. 400,000.00 Be It Resolved, that the lowest bidder, DeRosa Sports Construction Inc., be awarded the bid for the Rehabilitation of the Pickleball Courts at the Granite Knolls Recreation and Sports Complex. r 4uctiy(-- Diana L. Quast, Town Clerk Master Municipal Clerk Date: May 1, 2024 To: Matthew DeRosa, President DeRosa Sports Construction Inc. cc: Edward A. Lachterman, Town Supervisor Gennelle MacNeil, Town Comptroller James Martorano, Jr., Parks&Recreation Superintendent Adam Rodriguez, Town Attorney file Diana L. Quast, Town Clerk dquast@yorktownny.org TOWN OF YORKTOWN 363 Underhill Avenue, P.O. Box 703 Yorktown Heights, NY 10598 Registrar of Vital Statistics Telephone: (914) 962-5722 x 208 Fax: (914) 962 6591 This is a resolution adopted by the Town Board of the Town of Yorktown at its regular meeting held on October 1, 2024. Whereas, bids were opened on September 30th, 2024 for the Installation of Pickleball Court Fencing at Tom Diana Park at Granite Knolls Recreation and Sports Complex. Bids were submitted by the following Vendors: 1.Hershy's Fencing Inc. 2.J.K. Fence Contractors, LLC 3.Northern Fence Company Inc. 4.Security Fence Systems, Inc. 5.Spitale Construction Resources Inc. 6.Sport-Tech Construction Corp. 7.WBE Fence Company Inc. 8.American Improvements 9.Cavallo & Sons Landscaping Corp. 10.Central Industries, Inc. 11.DeRosa Sports Construction Inc. 12.Giacorp Contracting Inc. $43,325.00 $76,461.68 $78,500.00 $69,645.00 $55,917.00 $64,000.00 $29,280.00 $72,134.40 $38,000.00 $57,930.00 $40,000.00 $44,484.00 Be It Resolved, that the lowest bidder, WBE Fence Systems, Inc., be awarded the bid for the Installation of Pickleball Court Fencing at Tom Diana Park at the Granite Knolls Recreation and Sports Complex. Date: October 2, 2024 �/.Q� Diana L. Quast, Town Clerk Master Municipal Clerk To: Gjylfidon Krasniqi, President WBE Fence Company Inc. cc: Edward A. Lachterman, Town Supervisor Gennelle MacNeil, Town Comptroller James Martorano, Jr., Parks & Recreation Superintendent Adam Rodriguez, Town Attorney file Project Name: Date: Section-Block-Lot: Acreage: Zone: If Residential, Total # Lots: X Residential X One-Family # New Homes:Commercial Two-Family # Mansion Units 7 Submit to: Amount Due: Date Paid:Check # / Date Planning $100.00 1/13/2012 #3098 / 01-13-12 Planning $11,250.00 Planning $2,610.00 1/8/2019 #000359 / 12-12-18 $1,760.00 1/8/2019 #000361 / 12-12-18 Planning $1,400.00 Planning $360.00 Engineering $1,800.00 Engineering $1,500.00 Planning $0.00 Planning $500.00 Planning Planning Planning $144,000.00 Planning $120,000.00 Planning $24,000.00 Planning $11,520.00 1/8/2019 #000360 / 12-12-18 Engineering Engineering Engineering Engineering Engineering Water Engineering Highway Note: Fees are subject to change by the Town Board. Applicable amounts will apply when fees are due. This form last revised: May 2011. R1-20 Development Type: 17 14 Pre-Preliminary Application Fee: TOWN OF YORKTOWN PLANNING BOARD Major Subdivision Fee Schedule Fieldstone Manor Code Ref: 15.11-1-17 22.935 August 22, 2013 SWPP/Erosion Control Permit Application $1,500 (Includes $1,200 escrow deposit) Formal Application Preliminary Application Fee $3,600+$450/lot Application Fee $100 ABACA Review - mansion units (7) $150+$50/unit ($30/unit when same building) .001 x dev cost, including land & building ABACA Review - one family (14)$100+$100/lot ABACA Review Total Tree Removal Permit No fee at this time Professional Review Escrow $500 escrow deposit Wetland Permit Application $1,800 (Includes $1,500 escrow deposit) $125 per inspection SEQRA Review SEQRA DEIS .002 x dev cost, including land & building Recreation Total General Development $720/new lot Dedicate land to town or $10,000/new lot SEQRA FEIS Recreation - one family Final Project Fees $125 Performance Bond Determined by Town Engineer Erosion Control Bond Determined by Town Engineer Site Work Estimate Street Improvements & Utilities 8% of cost of improvements, excluding building Recreation - mansion units Play area plus dedication of land or $4,000/unit 195-16 (B) Stormwater - During Construction Contact Highway Dept. Final Application Fee $1,080+$90/lot Water Service Inspection Contact Water Dept for current fees Sewer Connection 270-14 300-12 (D) 300-12 (D) 178-10 (B) 248-18 168-3 (A) 195-23 (B) 195-25 (B) 195-16 (B) 195-51 (A) 195-37 (D) 168-5 161-2 (A) 161-2 (B) 195-16 (B) Street Opening Permit 250-17 (B) 248-7 248-7 280-31 Stormwater - After Construction Contact Engineering Dept Inspection & Monitoring Fees Town Board Referral 3771 Perry Street TOWN OF YORKTOWN TOWN BOARD Resolved, the Town Clerk is authorized to refer out to appropriate agencies for their review and/or recommendation a storm water pollution prevention plan permit for 3771 Perry Street, Jefferson Valley, NY for the construction of a new single-family home. Further Resolved, the Town Board declares its intent to act as Lead Agency. We are transmitting the following referral for your review and recommendations and ask that you respond back to the Town Clerk by March 27, 2026. TO: Westchester County File Planning Department / Board Town Clerk Dept. of Public Works ABACA Dept. of Health Building Inspector Parks & Recreation Community Housing Board Environmental Facilities Conservation Board Soil & Water Fire: Lake Mohegan Yorktown New York State Highway Dept. DEC New Paltz (Region III) Open Space Committee DOT Planning Dept. / Board (6) Parks & Recreation Police Dept. Public Safety Committee NYC DEP Recreation Commission Army Corp. of Engineers School District: Yorktown Bordering Municipality Lakeland Town of Cortlandt Town Attorney Town of Ossining Town Board Town of Somers Town Engineer Town of Putnam Valley Tree Conservation Advisory Committee Water Department HV Gateway Chamber of Commerce Wetlands Inspector Other Yorktown Land Trust Other – Zoning Board of Appeals FROM: DIANA L. QUAST, YORKTOWN TOWN CLERK, MASTER MUNICIPAL CLERK SUBJECT: We are transmitting the following: Proposed Local Law amending Chapter 300 – Tobacco Control Law and EAF DATE: March 13, 2026 Application/Petition Report Drawings Permit Application EAF SEQRA Scope EAF Addendum Other – Proposed Local Law FOR YOUR: Information Review Comment 201.80' S 9° 0 3' 0 0 " EN 69° 46' 00" W161.31'N 13° 02' 00" E 314.44'S 69° 28' 22" E104.09'S 32° 34' 00" W61.97'L=77.39'R=1 06.55'Parcel II Parcel ITax Lot 57 Tax Lot 58 ZONING ANALYSIS TABLEPERRY STREET Town Board Referral Mobil Gas Station TOWN OF YORKTOWN TOWN BOARD Resolved, the Town Clerk is authorized to refer out to appropriate agencies for their review and/or recommendation for a Special Use Permit application to upgrade storage tanks at the Mobil Gas Station located at 3205 Crompond Road, Yorktown, NY. Further Resolved, the Town Board declares its intent to act as Lead Agency. We are transmitting the following referral for your review and recommendations and ask that you respond back to the Town Clerk by March 27, 2026. TO: Westchester County File Planning Department / Board Town Clerk Dept. of Public Works ABACA Dept. of Health Building Inspector Parks & Recreation Community Housing Board Environmental Facilities Conservation Board Soil & Water Fire: Lake Mohegan Yorktown New York State Highway Dept. DEC New Paltz (Region III) Open Space Committee DOT Planning Dept. / Board (6) Parks & Recreation Police Dept. Public Safety Committee NYC DEP Recreation Commission Army Corp. of Engineers School District: Yorktown Bordering Municipality Lakeland Town of Cortlandt Town Attorney Town of Ossining Town Board Town of Somers Town Engineer Town of Putnam Valley Tree Conservation Advisory Committee Water Department HV Gateway Chamber of Commerce Wetlands Inspector Other Yorktown Land Trust Other – Zoning Board of Appeals FROM: DIANA L. QUAST, YORKTOWN TOWN CLERK, MASTER MUNICIPAL CLERK SUBJECT: We are transmitting the following: Special Use Permit Application and Plans DATE: March 12, 2026 Application/Petition Report Drawings Permit Application EAF SEQRA Scope EAF Addendum Other – Proposed Local Law FOR YOUR: Information Review Comment TOWN OF YORKTOWN APPLICATION FOR SPECIAL USE PERMIT GASOLINE STATIONS bate: 2020/021026 TO TOWN BOARD C/0 TOWN CLERK 363 UNDERHILL AVENUE YORKTOWN NY 10598 The undersigned, as owner of certain premises located on the oth Lot_onthe Tax Map of the Town of Yorktown, does hereby make application for a Special Use Permit Underground storage tank system upgrade Convenience Store Truck Rental Car Wash Sign In the event the Permit is issued, the applicant wit comply with all the requirements of the Zoning Ordinance and the Building Department Ordnance of the Town of Yorktown and with the requirements of any other local laws or ordinances, laws, rules, and regulations 0fan Federal, State, and County Government, bureau or department thereof having jurisdiction over said premises and the business to be conducted there at, in addition to such terms or conditions as may be imposed by the Town Board Attached hereto is one (1) paper copy of the plot plan of the area, prepared by JG Eineerimg and date 2/20/2026 and building plans prepared by Juan C. Farias and date 2/20/2026 all of which are made part of this application, together with the required fee of $1,500.00. One (l) electronic copy of plot plan and building plans is to be emailed to the Town Clerk at dquagtyorktwy.ong. Aiion.al copies of $aid plans may be requested at alter date z° 292Madison Ave 9th FL New York, NY 1001 Applicant By Elena Lokis, /p Asset Management Site Oprat@rt CPD E.erg NY os Street, Suit Joo Poughkeepie, NY 1260l 646-349.-6000 Phone Number Application received on the fee 0f $1,500.0 received on the Town Board Referral Chapter 300 - Temporary Certificate of Occupancy §300-196. Certificate of occupancy. A.It shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereinafter created, erected, changed, converted or enlarged, wholly or partly, in its use or structure, until a certificate of occupancy shall have been issued by the Building Inspector. Such certificate shall state that such building or premises or part thereof and the proposed use thereof are in complete conformity with the provisions of this chapter. It shall be the duty of the Building Inspector to issue a certificate of occupancy, provided that the building and the proposed use of the building or premises conform to all the requirements herein set forth. A certificate of occupancy shall be applied for coincident with an application for a building permit. No certificate of occupancy will be issued and no building shall be occupied until a final certificate of approval shall be issued by the Westchester County Department of Health, White Plains, New York, indicating that all requirements of the Sanitary Code have been complied with and unless, in the discretion of the Building Inspector there are adequate facilities, including but without limitation vehicular access, sanitary facilities and water and, when required, the construction complies with approved parking and site plans. B.The Town Board may authorize the Building Inspector to issue a temporary certificate of occupancy for a part or all of a structure, upon a finding of good cause shown, for a period of 180 days, provided that all requirements for the development of said lot or site can be completed within said period. If an application for extension of the temporary certificate of occupancy is made prior to the expiration of the initial one-hundred-eighty-day period, the Building Inspector may, without further Town Board approval, extend the temporary certificate of occupancy for an additional 90 days.' Nothing herein shall preclude the Town Board from granting further extensions of a temporary certificate of occupancy within its discretion and upon good cause shown. [Amended 3-6-2012 by L.L. No. 2-2012] C.A certificate of occupancy shall be deemed to authorize and is required for both initial and continued occupancy and use of the building or land to which it applies and shall continue in effect as long as such building and the use thereof, or of such land, is in full conformity with the provisions of this chapter and any requirements made pursuant thereto, and no building or land shall be used or occupied for a use other than the use authorized by such certificate of occupancy. Where site plan or parking plan approval is required from the Town Board or Planning Board, no building permit shall be issued and no structure or use shall be established except in conformity with such plan approval procedures, and no certificate of occupancy for such structure or use shall be issued until all the requirements of such approval and any conditions attached thereto have been met, and no work shall be performed except in accordance with such plan. The continued validity of any certificate of occupancy shall be subject to continued conformance with such approved plan and conditions. [Amended 6-20-1995 by L.L. No. 9-1995] D.The Building Inspector shall maintain a record of all certificates of occupancy, and copies shall be furnished, upon request, to any person having a proprietary or tenancy interest in the building affected. Upon written request from the owner and by payment by him to the Town of a fee in an amount set forth in the Master Fee Schedule,1 the Building Inspector shall issue 1.Editor's Note: See § 168-1, Master fee schedule for permits, licenses and land development applications. Town of Yorktown, NY Downloaded from https://ecode360.com/YO1560 on 2026-03-20 CURRENT CODE a certificate of occupancy for any building or premises existing at the time of the enactment of this chapter certifying, after inspection, that the extent and kind of use and disposition conforms with the provisions of this chapter. [Amended 12-15-1987 by L.L. No. 35-1987; 1-3-1989 by L.L. No. 2-1989; 2-7-1989 by L.L. No. 4-1989; 12-18-1990 by L.L. No. 25-1990; 8-6-1996 by L.L. No. 14-1996; 6-6-2017 by L.L. No. 9-2017] E. The Building Inspector of the Town of Yorktown may issue a nonconforming certificate of occupancy for any building or premises or part thereof which have been made nonconforming as a result of changes in this chapter relating to lot area, lot width, lot depth and front, side or rear yard setbacks in accordance with the procedures hereinafter set forth. [Added 12-16-1980 by L.L. No. 7-1980] (1) Any request for such a certificate of occupancy must be initiated by a written request on a form to be provided by the Building Inspector showing what the nonconformity is and the extent to which it was conforming prior to the zoning change, accompanied by a survey and an application fee in an amount set forth in the Master Fee Schedule.2 [Amended 6-6-2017 by L.L. No. 9-2017] (2) Upon receiving a request for such a certificate of occupancy, the Building Inspector shall ascertain the condition of the subject premises. The applicant shall submit such request to the Board of Fire Underwriters and the Westchester County Department of Health. No such certificate of occupancy shall be issued until and unless a favorable report has been received from the Board of Fire Underwriters and the Department of Health. (3) If the Building Inspector is satisfied from his investigation and the reports that the issuance of a nonconforming certificate of occupancy is proper, he shall issue the same. In processing such application, the Building Inspector may require the performance of certain work on the subject premises in order to place the same in compliance with the New York State Uniform Fire Prevention and Building Construction Code and all other laws and regulations for which compliance may be required in such circumstances. 2. Editor's Note: See § 168-1, Master fee schedule for permits, licenses and land development applications. Town of Yorktown, NY § 300-196 § 300-196 Downloaded from https://ecode360.com/YO1560 on 2026-03-20 TOWN OF YORKTOWN TOWN BOARD Resolved, the Town Clerk is authorized to refer out to appropriate agencies for their review and/or recommendation a proposed amendment to Chapter 300 entitled “ZONING,” regarding Temporary Certificates of Occpancy. Further Resolved, the Town Board declares its intent to act as Lead Agency. We are transmitting the following referral for your review and recommendations and ask that you respond back to the Town Clerk by March 27, 2026. TO: Westchester County File Planning Department / Board Town Clerk Dept. of Public Works ABACA Dept. of Health Building Inspector Parks & Recreation Community Housing Board Environmental Facilities Conservation Board Soil & Water Fire: Lake Mohegan Yorktown New York State Highway Dept. DEC New Paltz (Region III) Open Space Committee DOT Planning Dept. / Board (6) Parks & Recreation Police Dept. Public Safety Committee NYC DEP Recreation Commission Army Corp. of Engineers School District: Yorktown Bordering Municipality Lakeland Town of Cortlandt Town Attorney Town of Ossining Town Board Town of Somers Town Engineer Town of Putnam Valley Tree Conservation Advisory Committee Water Department HV Gateway Chamber of Commerce Wetlands Inspector Other Yorktown Land Trust Other – Zoning Board of Appeals FROM: DIANA L. QUAST, YORKTOWN TOWN CLERK, MASTER MUNICIPAL CLERK SUBJECT: We are transmitting the following: Proposed Local Law amending Chapter 300 – Temporary Certificate of Occupancy DATE: March 13, 2026 Application/Petition Report Drawings Permit Application EAF SEQRA Scope EAF Addendum Other – Proposed Local Law FOR YOUR: Information Review Comment 1 A LOCAL LAW to amend Chapter 300 of the Code of the Town of Yorktown entitled “ZONING” Be it enacted by the Town Board of the Town of Yorktown as follows: Section I. Statement of Authority. This local law is authorized by the New York State Constitution, the provisions of the New York Municipal Home Rule Law, the relevant provisions of the Town Law of the State of New York, the laws of the Town of Yorktown and the general police power vested with the Town of Yorktown to promote the health, safety and welfare of all residents and property owners in the Town. Section II. Chapter 300-196(B) of the Code of the Town of Yorktown is hereby replaced in its entirety with the following language: B. The Building Inspector may issue a temporary certificate of occupancy (“TCO”) for a part or all of a structure, upon a finding of good cause shown, for a period of three months, provided that all requirements for the development of said lot or site can be completed within said period. If an application for extension of the TCO is made prior to the expiration of the initial three-month period, the Building Inspector may extend the TCO for an additional three- month period, but no more than three such extensions may be granted by the Building Inspector, for a nine-month total extension period. The Town Board may authorize the Building Inspector via resolution to extend a TCO beyond twelve months in its discretion. Fees for initial TCO and extensions shall be set forth in the Town’s Master Fee Schedule. Section III. Severability. If any clause, sentence, phrase, paragraph or any part of this local law shall for any reason be adjudicated finally by a court of competent jurisdiction to be invalid, such judgment shall not affect, impair or invalidate the remainder of this local law, but shall be confined in its operation and effect to the clause, sentence, phrase, paragraph or part thereof, directly involved in the controversy or action in which such judgment shall have been rendered. It is hereby declared to be the legislative intent that the remainder of this local law would have been adopted had any such provisions been excluded. Section IV. Repeal All ordinances, local laws and parts thereof inconsistent with this Local Law are hereby repealed to the extent of such inconsistencies. Section V. Effective Date. 2 This local law shall become effective upon filing in the office of the Secretary of State in accordance with the provisions of the Municipal Home Rule Law. Town of Yorktown, NY Downloaded from https://ecode360.com/YO1560 on 2026-02-25 § 300-196. Certificate of occupancy. A. It shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereinafter created, erected, changed, converted or enlarged, wholly or partly, in its use or structure, until a certificate of occupancy shall have been issued by the Building Inspector. Such certificate shall state that such building or premises or part thereof and the proposed use thereof are in complete conformity with the provisions of this chapter. It shall be the duty of the Building Inspector to issue a certificate of occupancy, provided that the building and the proposed use of the building or premises conform to all the requirements herein set forth. A certificate of occupancy shall be applied for coincident with an application for a building permit. No certificate of occupancy will be issued and no building shall be occupied until a final certificate of approval shall be issued by the Westchester County Department of Health, White Plains, New York, indicating that all requirements of the Sanitary Code have been complied with and unless, in the discretion of the Building Inspector there are adequate facilities, including but without limitation vehicular access, sanitary facilities and water and, when required, the construction complies with approved parking and site plans. B. The Town Board may authorize the Building Inspector to may issue a temporary certificate of occupancy (“TCO”) for a part or all of a structure, upon a finding of good cause shown, for a period of 180 daysthree months, provided that all requirements for the development of said lot or site can be completed within said period. If an application for extension of the temporary certificate of occupancyTCO is made prior to the expiration of the initial one- hundred-eighty-daythree-month period, the Building Inspector may , without further Town Board approval, extend the temporary certificate of occupancy for an additional 90 daythree-month period, but no more than three such extensions may be granted by the Building Inspector, for a nine-month total extension periods.' The Town Board may authorize the Building Inspector via resolution to extend a TCO beyond twelve months in its discretion. Fees for initial TCO and extensions shall be set forth in the Town’s Master Fee Schedule. Nothing herein shall preclude the Town Board from granting further extensions of a temporary certificate of occupancy within its discretion and upon good cause shown. C. A certificate of occupancy shall be deemed to authorize and is required for both initial and continued occupancy and use of the building or land to which it applies and shall continue in effect as long as such building and the use thereof, or of such land, is in full conformity with the provisions of this chapter and any requirements made pursuant thereto, and no building or land shall be used or occupied for a use other than the use authorized by such certificate of occupancy. Where site plan or parking plan approval is required from the Town Board or Planning Board, no building permit shall be issued and no structure or use shall be established except in conformity with such plan approval procedures, and no certificate of occupancy for such structure or use shall be issued until all the requirements of such approval and any conditions attached thereto have been met, and no work shall be performed except in accordance with such plan. The continued validity of any certificate of occupancy shall be subject to continued conformance with such approved plan and conditions. D. The Building Inspector shall maintain a record of all certificates of occupancy, and copies shall be furnished, upon request, to any person having a proprietary or tenancy interest in the building affected. Upon written request from the owner and by payment by him to the Town of a fee in an amount set forth in the Master Fee Schedule,1 the Building Inspector shall issue Town of Yorktown, NY Downloaded from https://ecode360.com/YO1560 on 2026-02-25 1. Editor's Note: See § 168-1, Master fee schedule for permits, licenses and land development applications. Town of Yorktown, NY Downloaded from https://ecode360.com/YO1560 on 2026-02-25 § 300-196 § 300-196 a certificate of occupancy for any building or premises existing at the time of the enactment of this chapter certifying, after inspection, that the extent and kind of use and disposition conforms with the provisions of this chapter. [Amended 12-15-1987 by L.L. No. 35-1987; 1-3-1989 by L.L. No. 2-1989; 2-7-1989 by L.L. No. 4-1989; 12-18-1990 by L.L. No. 25-1990; 8-6-1996 by L.L. No. 14-1996; 6-6-2017 by L.L. No. 9-2017] E. The Building Inspector of the Town of Yorktown may issue a nonconforming certificate of occupancy for any building or premises or part thereof which have been made nonconforming as a result of changes in this chapter relating to lot area, lot width, lot depth and front, side or rear yard setbacks in accordance with the procedures hereinafter set forth. [Added 12-16-1980 by L.L. No. 7-1980] (1) Any request for such a certificate of occupancy must be initiated by a written request on a form to be provided by the Building Inspector showing what the nonconformity is and the extent to which it was conforming prior to the zoning change, accompanied by a survey and an application fee in an amount set forth in the Master Fee Schedule.2 [Amended 6-6-2017 by L.L. No. 9-2017] (2) Upon receiving a request for such a certificate of occupancy, the Building Inspector shall ascertain the condition of the subject premises. The applicant shall submit such request to the Board of Fire Underwriters and the Westchester County Department of Health. No such certificate of occupancy shall be issued until and unless a favorable report has been received from the Board of Fire Underwriters and the Department of Health. (3) If the Building Inspector is satisfied from his investigation and the reports that the issuance of a nonconforming certificate of occupancy is proper, he shall issue the same. In processing such application, the Building Inspector may require the performance of certain work on the subject premises in order to place the same in compliance with the New York State Uniform Fire Prevention and Building Construction Code and all other laws and regulations for which compliance may be required in such circumstances. 2. Editor's Note: See § 168-1, Master fee schedule for permits, licenses and land development applications. Town Board Referral 100 Trump Park, Shrub Oak TOWN OF YORKTOWN TOWN BOARD Resolved, the Town Clerk is authorized to refer out to appropriate agencies for their review and/or recommendation an application for a wetland permit to repair 3 culverts at 100 Trump Park, Shrub Oak, NY. Further Resolved, the Town Board declares its intent to act as Lead Agency. We are transmitting the following referral for your review and recommendations and ask that you respond back to the Town Clerk by March 27, 2026. TO: Westchester County File Planning Department / Board Town Clerk Dept. of Public Works ABACA Dept. of Health Building Inspector Parks & Recreation Community Housing Board Environmental Facilities Conservation Board Soil & Water Fire: Lake Mohegan Yorktown New York State Highway Dept. DEC New Paltz (Region III) Open Space Committee DOT Planning Dept. / Board (6) Parks & Recreation Police Dept. Public Safety Committee NYC DEP Recreation Commission Army Corp. of Engineers School District: Yorktown Bordering Municipality Lakeland Town of Cortlandt Town Attorney Town of Ossining Town Board Town of Somers Town Engineer Town of Putnam Valley Tree Conservation Advisory Committee Water Department HV Gateway Chamber of Commerce Wetlands Inspector Other Yorktown Land Trust Other – Zoning Board of Appeals FROM: DIANA L. QUAST, YORKTOWN TOWN CLERK, MASTER MUNICIPAL CLERK SUBJECT: We are transmitting the following: Wetland Permit Application for 100 Trump Park, Shrub Oak, NY DATE: March 12, 2026 Application/Petition Report Drawings Permit Application EAF SEQRA Scope EAF Addendum Other – DEC Permit FOR YOUR: Information Review Comment TOWN OF YORKTOWN - ENGINEERING - PLANNING BOARD - TOWN BOARDMS4 STORMWATER MANAGEMENT / EXCAVATION PERMIT APPLICATIONWETLAND PERMIT APPLICATION and/or TREE PERMIT APPLICATIONApproval Authprity:/,TEJ ] PB [ ] TB [ ]Application #: 4^-L C&J -'^3'Date Received: Q ^/'^ -^ ^ ^ ^rwr^Date Issued: _— ^]^Date Expires:Fee Paid: $ ^Q0_SIA^ t//[XA-^OW-l/%^SECTION:BLOCK:LOT#:5.1914Job Site Address: 100 Trump ParkCity/State/Zip: __ Shrub Oak, NY, 10S88NOTE: Application fees are doubled withissuance of a Stop Work Order /Notice of Violation as per Town Code.APPLICANT:NAME:Michael DedvukajOWNER:NAME:Paul MulqueenCOMPANY: Trump Park ResidencesADDRESS: 100 Trump ParkShrub Oak, NY_ZIP: 10588PHONE: ___914-227-4394COMPANY: Trump Park ResidencesADDRESS: 100 Trump ParkShrub Oak, NY ZIP: 10588PHONE: ____914-227-4394EMAIL: m EMAIL; mEchAPPROVED PLANS AND PERMIT SHALL BE ON-SITE AT ALL TIMES#1.2.3.••TypeMS4 Sformwater Management Permit - AdministrativeMS4 Stormwater Management Permit - Non-AdministrativeRenewal Administrative MS4 Stormwater Management PermitWetland Permit - AdministrativeWetland Permit - Nou-AdministrativeRenewal Administrative Wetland PermitTree PermitApprovalAuthorityTown EngineerTown Board /Planning BoardTown EngineerTown EngineerTown Board /Planning BoardTown EngineerAllCost$1,500.00$150.00$800.00$1,800.00$150.00$0.00 Complete the sections for the permits_selecjed_on_page li1. MS4 STORMWATOR MANAGEMENT / EXCAVATION PERMIT (Dirt Disturbance)Description of proposed activity. Description olproppsed nctivifvj'efIecte(Lon I?]a_n{s)/map(s);2. WETLAND PERMITIf project is in a wetland or wetland control area (buffer), description of wetlands:(check all that apply)Lake/Pond Control area ofLake/PondStream/River/Brook Control area ofStream/River/BrookWetlands • Control area of WetlandsDescription of proposed activity in the wetland and/or wetland buffer. Descripfion of proposedactivity reflected on plants) / mapfs):Describe the proposed work including the following; i.e. maintenance, construction of dwelling, addition,driveway, culverts, including size and location.The project purpose is to repair and rehabilitate the 3 culverts conveying the Baraer Brook. Barger Brook is a class C stream. The_nearby wetlands are A-49. The existing culverts are 84" diameter CMPs and have rusted out bottoms. The'proposed dian is to supportthe existing culvert pipes, remove the rusted bottoms, and insert a double wall HOPE pipe manufactured by Soleno in SaratogaSprings, NY with an Inside diameter of 70.9" and and outside diameter of 77.2'. The design is to line the CMPs with the Soleno pipes"which are less rough fN=0.009) than the CMPs fN = 0.0241 to increase the conveyance with a smaller diameter pipe.Work to progressone pipe at a time. sandbaqs to divert flow Into the remaining two pipes. Stones to be remoyed_andj'eysed_abQve new concrete headwall. The entire project will fake place in the wetland adfacent area.No dredaina is necessary to line the pipes.3. TREE PERMITDescription of Tree Removal:Number of trees and/or stumps to be removed:Sizes; approximate DBH:Species of trees to be removed if known (i.e. Birch, Spruce):Reason for removal:Tree removal contractor:AUach survey/skefch indicating property boundaries, existing structures, driveways, roadways andlocation of existing trees. Trees must be marked in the fteld before insvection,PROPERTY OWNER CONSENT: If another entity (e.g. contractor, consultant) is applying on theowner'sjiehalf, the PROPERTY OWNER is to complete, sign and date this authorization:I, ^^^L /J/1 ^LQ ^ P^/^ereby authorize /fhcli4-€^ Op^/f/^^'f to apply for thisSformwafer/Wetland Perirnt/yree Permit on my behalf.Signature: ( -^c^ ^/i^^/fi.t^- • Date: Klc^/7^t? ^7"Must bd^figmal signature. Digiia! signatiu'es not acceptedNo application will be processed without the above-mentioned, required information.2 GENERAL CONDITIONS - PLEASE READ WHAT YOU ARESIGNING FOR:1. The permittee is responsible for maintaining an active application. If no activity occurs within asix (6) month period, as measured from the date of application, the application will become nulland void. Applications fees are non-refundable.2. The Town of Yorktown reserves the right to modify, suspend or revoke this permit at any timeafter due notice when:a. Scope of the project is exceeded or a violation of any condition of the permit or provisionof the law pertinent regulations are found; orb. Permit was obtained by misrepresentation or failure to disclose relevant facts; orc. Newly discovered information or significant physical changes are discovered.3. The permittee is responsible for keeping the permit active by requesting renewal from theApproval Authority, Any supplemental information that may be required by the ApprovalAuthority, including forms and fees, must be submitted 30 days prior to the expiration date. Theexpiration date is one year from the date the bond is paid to the Eneineering Department. Inaccordance with Chapter 178 of the Town Code, Freshwater Wetlands, Section 178-16 -Expirationof a Permit. Renewal fee for an additional year is $150,4. This permit shall not be construed as conveying to the applicant any right to trespass upon privatelands or interfere with the riparian rights of others in order to perform the permitted work or asauthorizing the impairment of any right, title or interest in real or personal property held or vestedin person not party to this permit.5. The permittee is responsible for obtaining any other permits, approvals, easements and right-of-way, which may be required.6. Any modification of this permit granted by the Approval Authority must be in writing and attachedhereto.7. Granting of this permit does not relieve the applicant of the responsibility of obtaining any otherpermission, consent or approval from the US. Army Coips of Engineers, N.Y.C. Department ofEnvironmental Protection, N.Y.S. Department of Environmental Conservation or localgovernment, which may be required.jA\.cM^[ pc^U<PRINT NAME//'S-2.SSIGN^TfJRE OF9i?^r£<ANT DATEMust be origmnl signdfm'e. Digitnl signaiwes fiot accepied. 617.20Appendbc £Short Environmental Assessment FormInstructions for CompletingPart 1 - Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responsesbecome part of the application for approval or funding, are subject to public review, and may be subject to farther verification.Complete Part I based on information currently available. If additional research or investigation would be needed to fullyrespond to any item, please answer as thoroughly as possible based on current infonnation.Complete all items in Part 1. You may also provide any additional mformation which you believe will be needed by or usefulto the lead agency; attach additional pages as necessary to supplement any item.Part 1 - Project and Sponsor InformationName of Action or Project;Trump Park Residence Culvert RetrofitProject Location (describe, and attach a location map):100 Trump Park, Shrub Oak, NY, 10588Brief Description of Proposed Action: Please note the NY DEC has noted the proposed work to be a Type II Action underSEQR. The proposed action is to repair and rehabilitate the 3 cutverts conveying Barger Brook. The existing culverts are 84"diameter CMPs (corrugated metal pipe) and have rusted out bottoms. The proposed ptan is to support the existing culvertpipes, remove the rusted bottoms, and insert a double wail HOPE (High density pofyethyiene) pipe manufactured by Soleno inSaratoga Springs, NY with an inside diameter of 70.9" and and outside diameter of 77.2". The design is to line the CMPs withthe Soteno pipes which are less rough (N=0.009) than the CMPs (N = 0.024) to increase the conveyance with a smallerdiameter pipe. No equipment will need to be in the wetland. The equipment will be above on the road, and the new pipes willbe hand placed. The only thing that will need to be in the wetland is temporary sandbag dikes to stop flow to each culvert at atime during the placing of the new pipes. A NY DEC Freshwater Wetland Permit was Issued on 10/30/2025Name of Applicant or Sponsor:Trump Park Residences, Ati: Michael DedvukajTelephone;914-227-4394E-Address:100 Trump ParkCity/PO:Shrub OakState:NYZip Code:105881. Does the proposed action only involve the legislative adoption of a plan, local law, ordinance,administrative rule, or regulatios?If Yes, attach a narrative description of the intent of the proposed action and the environmental resources thatmay be affected in the municipality and proceed to Part 2. If no, continue to question 2.NOYES2. Does the proposed action require a permit, approval or funding from any other governmental Agency? IfYes, list agency(s) name and permit or approval: NYDEC Freshwater Wetland Permit: Issued 10/30/2025DEC ID 3-5554-00324/00005 (FW, WQC)- Trump ParkResidencesNOYES51,09' _ _ acres b. Total acreage to3.a. Total acreage of the site of the proposed action?be physically disturbed? 0.25 acresc. Total acreage (project site and any contiguous properties) owned or controlled by theapplicant or project sponsor^ 51^09 .acresPage 1 of 5 4. Check all land uses that occur on, adjoining and near the proposed action.oUrban oRural (non-ag^iculture) oiadustrial oCommercial [TJResidentiaI (suburban)oForest oAgriculture oAquatic(Z10ther (specify): Private recreation spaceoparklaad5. Is the proposed action,a. A permitted use under the zoning regulations?b. Consistent with the adopted comprehensive plan?NC6. Is the proposed action consistent with the predominant character of the existing built or naturallandscape?7. Is the site of the proposed actioa located in, or does it adjoin, a state listed Critical Environmental Area?IfYes, identify:8. a. Will the proposed action result in a substantial increase in traffic above present levels?b. Are public transportation service(s) available at or near the site of the proposed action?c. Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action?9. Does the proposed action meet or exceed the state energy code requirements?If the proposed action will exceed requirements, describe design features and technologies:N/A Only proposed action is Culvert Repair10. Will the proposed action connect to an existing public/private water supply?If No, describe method for providing pofable water:N/A Only proposed action is Culvert Repair11. Will the proposed action connect to existing wastewater utilities?If No, describe method for providing wastewater treatment:N/A Only proposed action is Culvert Repair12. a. Does the site contain a structure that is listed on either the State or National Register of HistoricPlaces?b. Is the proposed action located in an archeological sensitive area?Addressed in the Original Construction EAF13. a. Does any portion of the site of the proposed action, or lands adjoi&ing the proposed action, containwetlands 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?EfYeS) identify the wetland or waterbody and extent of alterations in square feet or acres:Temporary sandbag berm in wetland for flow diversionYE^^NONO•NTO•••TOTO•iO•roroN/AYJES•YESVESms•ms?S?ES^•FES/^/14. Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply:® Shoreline [3 Forest ® AgriculturaVgrassIands ©Early mid-successional [3 Wetland ©Urban ©[5. Does the site of the proposed action contain any species of animal, or associated habitats, listedby the State or Federal government as threatened or endangered?0^ESPage 2 of 5 16. Is the project site located in the 100 year flood plain?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 © YESb. Will stonn water discharges be directed to established conveyance systems (runoff and storm drains)?If Yes, briefly describe: ® NO © YES18. Does the proposed action include construction or other activities that result in the impoundment ofwater or other liquids (e.g. retention pond, waste lagoon, dam)?If Yes, explam purpose and size:19. Has the site of the proposed action or an adjoining property been the location of an active or closedsolid waste management facility?If Yes, describe:20. Has the site of the proposed action or an adjoining property been the subject ofremediadon (ongoing orcompleted) for hazardous waste?[f Yes, describe:NONO••NO•MO•sro•YES•YESYESyes?SE AFFIRM THAT THE INFORMATION PROVEDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MYKNOWLEDGE^ppUcant/spoi^or nameL Brian Brooker. P.E. _ Date; 11/4/2025Signature;Part 2 - Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the followingquestions in Part 2 using the information contaiaed in Part 1 and other materials submitted by the project sponsor orotherwise available to the reviewer. When answermg the questions the reviewer should be guided by the concept "Have myresponses been reasonable considering the scale and context of the proposed action?"1, Will the proposed action create a material conflict with an adopted land use plan or zoningregulations?2. Will the proposed action result in a change in the use or intensity of use of land?3. Will the proposed action impair the character or quality of the existing community?4. Will the proposed action have an impact on the environmental characteristics that caused theestablishment of a Critical Environmental Area (CEA)?5. Will the proposed action result in an adverse change in the existing level of traffic oraffect existmg infrastructure for mass transit, hiking or walkway?No, orsmallimpactmayoccurModerateto largeimpactmayoccurPage 3 of 5 6. Will the proposed action cause an increase in the use of energy and it fails to incorporatereasonably available energy conservation or renewable energy opportunities?7. Will the proposed action impact existmg;a. public / private water supplies?b. public / private wastewater treatment utilities?8. Will the proposed action impair the character or quality of important historic, archaeological,architectural or aesthetic resources?9. Will the proposed action result m an adverse change to natural resources (e.g., wetlands,waterbodies, grouudwater, air quality, flora and fauna)?.0. Will the proposed action result m an increase in the potential for erosion, flooding or drainageproblems?1. Will the proposed action create a hazard to environmental resources or human health??o, ormailmpactlayccurModerateto largeimpactmay occurPart 3 - Determination of significance. The Lead Agency is responsible for the completion of Part 3. For everyquestion in Part 2 that was answered "moderate to large impact may occur**, or if there is a need to explain why a particularelement of the proposed action may or will not result in a significant adverse environmental impact, please complete Part 3.Part 3 should, in sufficient detail, identify the impact, including any measures or design elements that have been included bythe project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency detennined that the impactmay or will not be significant. Each potential impact should be assessed considering its setting, probability of occurring,duration, irreversibiUty, geographic scope and magnitude. Also consider the potential for short-term, long-term andcumulative impacts.o Check this box if you have determined, based on the information and analysis above, and any supporting documentation,that the proposed action may resultinoaeormorepotentially large or significant adverse impacts and anenvironmental impact statement is required,o Check this box if you have determined, based on the iaformation and analysis above, and any supporting documentation,that the proposed action will not result in any significant adverse environmental impacts.Page 4 of 5 Name of Lead Agency DatePriiitlor Type Name of Responsible Officer in Lead Agency Title of Responsible OfficerSignature of Responsible Officer in Lead Agency _Signature ofPreparer (if different from Responsible Officer)Page 5 of 5 EAF Mapper Summary ReportMonday, November 3, 2025 5:07 PMIG.OG-2-6116.06-2-607r» 1.,0.07-!-I9\f~t ';. 16.07-1-2016.07-1-231Q.07-1-21l5.'5.1!16.07-1-22 5^..r)-:-\<)-I-1-14.-3145.19-1-14-502•-1-14-5015.19-1-U/-436-1-14.-4375.1S-1-U.-5L^^ff1G.OC.-2-5 916.07-1-12,16.07T1-10•••-1G.07-1-1-1i.i s-1-r'-1-14.-3155.19:^1^-^^-14. -4345,1^W.-511r14.-4325.19-1-t4.-1H5.l9LmK-115 S.19-1-U5.19-t-U.-3115.19-1-l4.-1105^-1-^-H25.19-1-14,-411]i 5 l,9-l-1^-4333.19-1-14.-1131!, 5.)'9-1-1^-4385.19-1^4-431•IWn 5.19-1-t 41-4395.19-1-1'4.-4351fi .07-1-916.07-1-85.19..M 4V5045.19-1-1+.-5 03'; ', 5.19';1 -1 4.13235.19-1-U.-330'i, \ . .5.1yll-14.15.19-1-14. -^255.1 9-1-U.-326Disclaimer: The EAF Mapper is a screening tool intended to assistproject sponsors and reviewing agencies In preparing an environmentalassessment form (EAF). Not all questions asked in the EAF areanswered by the EAF Mapper. Additional information on any EAFquestion can be obtained by consulting the EAF Workbooks. Althoughthe EAF Mapper provides the most up-to-date digital data available toDEC, you may also need to contact local or other data sources toconfirm data provided by the Mapper or to obtain data rot provided bythe Mapper.;:,.<! .1B.riicTot on tonH.irpillch!fr< k-JI"l>Kt»)0?(onKo^itttMMonfp«!8n1t»lo'Altnny '1,' <SourHiiEir. HERE. Gsrmi^ USG?,irt^iri:i^lCf<EM^5u^?E^M-V^ii, Es'lJ^r, MET! E-,-l. •IRL^H, E,-I.^P;HT, METt, £sn Ctnr;t (Honyf;0fy;.j£sir^t^i, Cs'iC^\ia '.^r.-rr; t:nnn; F,~;n ^•"••1?^ Fy» ;'f-^i1rincl;' NGCt", ;;;. npprStf<>PtM?p rmtn0i<lors flnd ;Th<iil=incl:i f\GCC. ir; OpPiTStr°?(f.1?[ti c^rtfirttit'nf/,. firri in?.i'il<-IC.b.'y^f^^ t\n H^;[:; CitifrilC USG& ltitt"ritip, if\??!16:07-1-6t!'eC-15U^r'^nWi^UierirsriYn-^iy', Eiri HERE. ^3mn,,?v(,^^S. ^PSPart 1 / Question 7 [Critical EnvironmentalArea]Part 1 / Question 12a [National or StateRegister of Historic Places or State EligibleSites]Part 1 /Question 12b {Archeological Sites]Part 1 / Question 1 3a [Wetlands or OtherRegulated Waterbodies]Part 1 / Question 15 [Threatened orEndangered Animal]Part 1 / Question 16 [100 Year Flood Plain]Part 1 / Question 20 [Remediation Site]NoYesYesYes - Digital mapping information on local, New York State, and federalwetlands and waterbodies is known to be incomplete. Refer to the EAFWorkbook.NoYesNoShort Environmental Assessment Form - EAF Mapper Summary Report Division of Environmental Permits 21 South Putt Corners Rd, New Paltz, NY 12561 | dec.ny.gov | dep.r3@dec.ny.gov | (845) 256-3054 KATHY HOCHUL Governor AMANDA LEFTON Commissioner IMPORTANT NOTICE TO ALL PERMITTEES The permit you requested is enclosed. Please read it carefully and note the conditions that are included in it. The permit is valid for only that activity expressly authorized therein; work beyond the scope of the permit may be considered a violation of law and be subject to appropriate enforcement action. Granting of this permit does not relieve the permittee of the responsibility of obtaining any other permission, consent or approval from any other federal, state, or local government which may be required. Please note the expiration date of the permit. Applications for permit extension should be made well in advance of the expiration date (minimum of 30 days) and submitted to the Regional Permit Administrator electronically via email to dep.r3@dec.ny.gov. Submission of hard copies is optional. If a permit notice sign is enclosed, you must post it at the work site with appropriate weather protection, as well as a copy of the permit per General Condition 1. If you have any questions on the extent of work authorized or your obligations under the permit, please feel free to contact me. Frank Benedetto Division of Environmental Permits, Region 3 The DEC permit number & program ID number noted on page 1 under “Permit Authorization” of the permit are important and should be retained for your records. These numbers should be referenced on all correspondence related to the permit, and on any future applications for permits associated with this facility/project area. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 3-5554-00324 PERMIT Under the Environmental Conservation Law (ECL) Permittee and Facility Information Permit Issued To:Facility: TRUMP PARK RESIDENCES TRUMP PARK RESIDENCES 725 5TH AVE 100 TRUMP PARK NEW YORK, NY 10022 Yorktown, NY 10588 (212) 715-7203 Facility Location: in YORKTOWN in WESTCHESTER COUNTY Facility Principal Reference Point: NYTM-E: 598.635 NYTM-N: 4576.705 Latitude: 41°20'08.9" Longitude: 73°49'16.3" Authorized Activity: This permit authorizes disturbance to the 100-foot Adjacent Area of a NYS Regulated Freshwater Wetland associated with the repair and rehabilitation of 3 existing 84" diameter corrugated metal pipe culverts. The authorized work includes sliplining the culverts with HDPE pipe. Permit Authorizations Water Quality Certification - Under Section 401 - Clean Water Act Permit ID 3-5554-00324/00004 Expiration Date: 12/31/2030 New Permit Effective Date: 10/30/2025 Freshwater Wetlands - Under Article 24 Permit ID 3-5554-00324/00005 New Permit Effective Date: 10/30/2025 Expiration Date: 12/31/2030 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:ELLEN M HART, Deputy Regional Permit Administrator Address:NYSDEC Region 3 Headquarters 21 S Putt Corners Rd New Paltz, NY 12561 Authorized Signature: ______________________________________ Date _10_/_30_/_2025_ Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 3-5554-00324 Distribution List NYSDEC Region 3 BEH Briana Stahl; Weston & Sampson Town of Yorktown Permit Components NATURAL RESOURCE PERMIT CONDITIONS WATER QUALITY CERTIFICATION SPECIFIC CONDITION GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Permit Attachments Permit Sign NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: WATER QUALITY CERTIFICATION; FRESHWATER WETLANDS 1.Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Brooker Engineering, entitled "Trump Park Residence Culvert Retrofit", consisting of "Existing Culvert Conditions", "Construction Plan", and "Construction Details", dated January 23, 2025 and received by DEC on July 21, 2025. 2.Notice of Intent to Commence Work The permittee or a representative must contact NYSDEC Region 3 Bureau of Ecosystem Health, by email, at R3.BEH@dec.ny.gov at least 48 hours prior to the commencement of the project authorized herein. 3.Prior Approval of Changes If the permittee desires to make any minor changes to the scope of work shown in the approved plans referenced in Natural Resource Permit Condition # 1 or seeks minor changes to time frames or deadlines in any conditions of this permit, the permittee shall submit a request via email to NYSDEC Region 3 Bureau of Ecosystem Health (R3.BEH@dec.ny.gov) to make such proposed changes. The proposed changes shall not be implemented unless authorized in writing by the Department. Issuance of such approval without modification of the permit is at the Department's discretion. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 3-5554-00324 4. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 5. Work Within Area Depicted on Plans All construction activity, including operation of machinery, excavation, filling, grading, clearing of vegetation, disposal of waste, street paving and stockpiling of material must take place within the project site as depicted on the project plans referenced by this permit. Construction activity is prohibited within areas to be left in a natural condition or areas not designated by the subject permit. 6. Install Erosion Controls Before any soil is disturbed on the subject site, the permittee shall install erosion and sedimentation controls which are adequate to prevent erosion and sedimentation off-site. Such controls shall be maintained until the unpaved portions of subject site, if any, are stabilized by a self-sustaining cover of vegetation that is adequate to prevent erosion and sedimentation on and off such site. Before such controls are removed, the permittee shall remove all sediment that has accumulated at such controls. 7. Maintain Erosion Controls These erosion control devices shall be maintained until all disturbed land is fully vegetated to prevent any silt or sediment from entering the freshwater wetland or its adjacent area. Silt fencing, hay bales and any accumulated silt or sediment shall be completely removed for disposal at an appropriate upland site. 8. Clean Fill Only All fill shall consist of clean soil, sand and/or gravel that is free of the following substances: asphalt, slag, flyash, broken concrete, demolition debris, garbage, household refuse, tires, woody materials including tree or landscape debris, and metal objects. The introduction of materials toxic to aquatic life is expressly prohibited. 9. Seed, Mulch Disturbed Areas All areas of soil disturbance resulting from this project shall be seeded with an appropriate perennial grass, and mulched with straw immediately upon completion of the project, within two days of final grading, or by the expiration of the permit, whichever is first. 10. Stockpile Areas Excavated materials and/or fill materials shall be stockpiled more than 100 feet landward of the wetland or water body and shall be contained by straw bales or silt fencing to prevent erosion. 11. No Impedance to Aquatic Organisms Structures must not impede upstream and downstream migration of aquatic organisms. 12. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 13. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 3-5554-00324 14. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 15. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. WATER QUALITY CERTIFICATION SPECIFIC CONDITIONS 1. Water Quality Certification The authorized project, as conditioned pursuant to the Certificate, complies with Section 301, 302, 303, 306, and 307 of the Federal Water Pollution Control Act, as amended and as implemented by the limitations, standards, and criteria of state statutory and regulatory requirements set forth in 6 NYCRR Section 608.9(a). The authorized project, as conditioned, will also comply with applicable New York State water quality standards, including but not limited to effluent limitations, best usages and thermal discharge criteria, as applicable, as set forth in 6 NYCRR Parts 701, 702, 703, and 704. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 3-5554-00324 A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 3 Headquarters 21 S Putt Corners Rd New Paltz, NY12561 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Freshwater Wetlands, Water Quality Certification. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 3-5554-00324 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee’s undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Item E: SEQR Type II Action Under the State Environmental Quality Review Act (SEQR), this project has been determined to be a Type II Action and therefore is not subject to further procedures under this law. Page 6 of 6 New York State Department of Environmental ConservationNOTICE The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Department condition on it, contact the DEC at 845-256-3054 or dep.r3@dec.ny.gov. Please refer to the permit number shown when contacting the DEC. Permittee: Permit No. Effective Date: Expiration Date: Applicable if checked. No instream work allowed between October 1 & April 30NOTE: This notice is NOT a permit. N