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HomeMy WebLinkAbout07 - Apr 6, 2026 - PUBLIC_RedactedRichard 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 April 6, 2026 7:00 PM 1. Correspondence 2. Meeting Minutes – March 23, 2026 REGULAR SESSION 3. 1966-68 East Main Street / Large-Scale Rooftop Solar System Public Hearing Location: 15.15-1-47; 1968 E. Main Street Contact: Rivertown Solar Description: Proposed installation of a 27.45kW rooftop solar system, 61 PV modules, 61 inverters, 1 AC disconnect and 1 combiner box. 4. LaScala Public Hearing Location: 17.13-2-94; 3276 Gomer Street Contact: Site Design Consultants Description: Proposed single-family residence, driveway, and stormwater management system. The site is served by public utilities. 5. Ryder Subdivision Decision Amended Plat Location: 48.06-1-12; 532 Underhill Avenue Contact: Site Design Consultants Description: Proposed lot line amendments to a subdivision plat previously approved by Resolution #24-21 dated September 23, 2024. WORK SESSION 6. 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. 7. Town Board Referral Chapter 13 – Building Construction & Fire Prevention Description: Proposed local law amendment regarding lock boxes. Planning Board Meeting April 6, 2026 Page 2 of 2 8. Town Board Referral Chapter 219 – Peddling & Soliciting Description: Proposed local law amendment. 9. Town Board Referral Chapter 240 – Sewers & Septic Systems Description: Proposed local law amendment. Last revised 4/2/2026 Correspondence Minutes 1966-68 East Main Street Large-Scale Rooftop Solar 76 North Meadowbrook Drive Scott E. Wyssling, PE Alpine, UT 84004 Heath J. Harpster, PE, P.Eng office Gregory T. Elvestad, PE October 31, 2025 Rivertown Solar 23 Main Street Irvington, NY 10533 Re: Engineering Services Sepiashvili Residence 1966 East Main Street, Mohegan Lake NY 27.450 kW System To Whom It May Concern: We have received information regarding solar panel installation on the roof of the above referenced structure. Our evaluation of the structure is to verify the existing capacity of the roof system and its ability to support the additional loads imposed by the proposed solar system. A. Site Assessment Information 1. Site visit documentation identifying attic information including size and spacing of framing for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information will be utilized for approval and construction of the proposed system. B. Description of Structure: Roof Framing: 2x6 dimensional lumber at 24” on center Roof Material: Composite Asphalt Shingles & Rolled Comp Roof Slope: 0, 5 & 30 degrees Attic Access: Accessible Foundation: Permanent C. Loading Criteria Used • Dead Load o Existing Roofing and framing = 7 psf o New Solar Panels and Racking = 3 psf o TOTAL = 10 PSF • Dead Load o Existing Roofing and framing = 7 psf o New Solar Panels and Racking = 3 psf o TOTAL = 10 psf • Live Load = 20 psf (reducible) – 0 psf at locations of solar panels • Ground Snow Load = 40 psf • Wind Load based on ASCE 7-16 o Ultimate Wind Speed = 115 mph (based on Risk Category II) o Exposure Category C Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance with the 2020 Residential Code of New York State. This analysis indicates that the existing framing will support the additional panel loading without damage, if installed correctly. Page 2 of 2 D. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent Ironridge installation manual. If during solar panel installation, the roof framing members appear unstable or deflect non - uniformly, our office should be notified before proceeding with the installation. 2. The maximum allowable withdrawal force for a #14 lag screw is 194 lbs per inch of penetration as identified in the National Design Standards (NDS) of timber construction specifications. Based on a minimum penetration depth of 2”, the allowable capacity per connection is greater than the design withdrawal force (demand). Considering the variable factors for the existing roof framing and installation tolerances, the connection using two (2) #14 lag screws with a minimum of 2” embedment will be adequate and will include a sufficient factor of safety. 3. Considering the wind speed, roof slopes, size and spacing of framing members, and condition of the roof, the panel supports shall be placed no greater than 48” on center. E. Solar Panel Anchorage 4. The solar panels shall be mounted in accordance with the most recent Ironridge installation manual. If during solar panel installation, the roof framing members appear unstable or deflect non - uniformly, our office should be notified before proceeding with the installation. 5. The maximum allowable withdrawal force for a #14 lag screw is 194 lbs per inch of penetration as identified in the National Design Standards (NDS) of timber construction specifications. Based on a minimum penetration depth of 2½”, the allowable capacity per connection is greater than the design withdrawal force (demand). Considering the variable factors for the existing roof framing and installation tolerances, the connection using two (2) #14 lag screws with a minimum of 2½” embedment will be adequate and will include a sufficient factor of safety. 6. Considering the wind speed, roof slopes, size and spacing of framing members, and condition of the roof, the panel supports shall be placed no greater than 48” on center. Based on the above evaluation, this office certifies that with the racking and mounting specified, the existing roof system will adequately support the additional loading imposed by the solar system. This evaluation is in conformance with the 2020 Residential Code of New York State, current industry standards, and is based on information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. Very truly yours, Scott E. Wyssling, PE New York License No. 92303 New York COA No. 022082 Signed 10/31/2025 Expires 7/31/2027 SYSTEM SIZE: 27.450KW DC / 23.180KW AC SYSTEM SIZE PV MODULE: (61) TALESUN TM7G54M 450 INVERTER: (61) ENPHASE IQ8HC-72-M-US COMBINER: (1) MINIMUM 200A LOAD CENTER AC DISCONNECT: (1) 200A FUSED AC DISCONNECT WITH 125A FUSES (1) 200A UNFUSED AC DISCONNECT ROOF STORIES: 2 ROOF TYPE(S): COMP SHINGLE & ROLLED COMP MOUNTING(S) & RACKING(S): IRONRIDGE QUICKMOUNT HALO ULTRAGRIP WITH IRONRIDGE XR10 RAIL & IRONRIDGE FLAT ROOF ATTACHMENT (FIXED TILT LEGS) WITH IRONRIDGE XR10 RAIL FLASHING: IRONRIDGE ULTRAGRIP FLASHING ROOF BEING REPLACED: YES ROOF CONDITION: POOR ROOF HEIGHT: 25 FEET INTERCONNECTION: LINE SIDE TAP MAIN SERVICE PANEL LOCATION: BASEMENT MAIN SERVICE PANEL RATING: (E) 200A MAIN BREAKER RATING: (E) 200A OCPD: 125A FUSE CONED METER NUMBER: A71B 11033990 SCOPE OF WORK CONED METER NUMBER: A71B 11033990 PV-1 PV-2 PV-3 PV-4 PV-5 PV-5.1 EE-1 EE-2 EE-3 EE-4 EE-5 PV-6 PV-7 SPEC COVER PAGE SITE PLAN PROPERTY PLAN ATTACHMENT PLAN MOUNTING DETAILS MOUNTING DETAILS STRING PLAN THREE LINE DIAGRAM ELECTRICAL NOTES LABELS PLACARD DESIGN NOTES SITE PHOTOS SPECIFICATION SHEETS SHEET INDEX GOVERNING CODES 2017 NATIONAL ELECTRIC CODE 2020 RESIDENTIAL CODE OF NEW YORK STATE (2018 INTERNATIONAL RESIDENTIAL CODE) 2020 FIRE CODE OF NEW YORK STATE 2020 FUEL GAS CODE OF NEW YORK STATE 2020 EXISTING BUILDING CODE OF NEW YORK STATE 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE 2020 MECHANICAL CODE OF NEW YORK STATE 2020 PLUMBING CODE OF NEW YORK STATE AS ADOPTED BY ALDEN INCLUDING ANY AMENDMENTS OR ADDITIONAL LISTED REQUIREMENTS. DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF CON EDISON UTILITY. EQUIPMENT IS COMPATIBLE WITH UL2703, UL1741, AND UL1703 AS APPLICABLE DESIGN CRITERIA WIND SPEED: 115 MPH GROUND SNOW LOAD: 40 PSF ASCE: 7-16 EXPOSURE CATEGORY: C BUILDING OCCUPANCY: R-3 CONSTRUCTION TYPE: TYPE V-B SPRINKLERS: NO AERIAL MAP NTS VICINITY MAP NTS DATE REVISION COMMENT 10/28/2025 B ADDED FIRE SETBACKS AND CHANGED ATTACHMENT FOR ROOF 3 NEW PV SYSTEM DESIGN 61 MODULES - 27.450 kW DC, 23.180 kW AC SYSTEM SIZE SEPIASHVILI RESIDENCE - 1966 EAST MAIN STREET, MOHEGAN LAKE, NY 10547 DRAWN BY: INITIAL DESIGN DATE: AKM 08/25/2025 REV: B AHJ: UTILITY: ALDEN CONED DESIGN ENGINEER 76 N. MEADOWBROOK DRIVE ALPINE UT 84004 ( COA #0022571 RIVERTOWN SOLAR LLC 23 MAIN STREET IRVINGTON, NY SOLAR COMPANY/CLIENT DC SYSTEM SIZE: 27.450kW AC SYSTEM SIZE: 23.180kW COVER PAGE SEPIASHVILI RESIDENCE 1966 EAST MAIN STREET MOHEGAN LAKE, NY 10547 COORDINATES: 41.319028, -73.857951 (914) 814-0716 PV-1 ARRAY TILT AZIMUTH 1 30° 312° 2 5°222° 3 0°222° 4 5°42° Signed 10/31/2025 Expires 7/31/2027 N 67.80" 44.65" TALESUN TM7G54M 450 MODULES CONED METER NUMBER: A71B 11033990 SCALE: 1/16" = 1'-0" DRAWN BY: INITIAL DESIGN DATE: AKM 08/25/2025 REV: B AHJ: UTILITY: ALDEN CONED DESIGN ENGINEER 76 N. MEADOWBROOK DRIVE ALPINE UT 84004 swyssling@wysslingconsulting.com (201) 874-3483 COA #0022571 RIVERTOWN SOLAR LLC 23 MAIN STREET IRVINGTON, NY SOLAR COMPANY/CLIENT DC SYSTEM SIZE: 27.450kW AC SYSTEM SIZE: 23.180kW SITE PLAN PV-2 SEPIASHVILI RESIDENCE 1966 EAST MAIN STREET MOHEGAN LAKE, NY 10547 COORDINATES: 41.319028, -73.857951 (914) 814-0716 LEGEND ROOF VENT (TYP.) PLUMBING VENT (TYP.) A/C UNIT SATELLITE DISH ELECTRICAL MAST CHIMNEY FIRECODE PATHWAY A/C 1.ALL OBSTRUCTIONS MUST BE VERIFIED BEFORE WORK COMMENCES 2.CONDUIT TO BE RUN IN ATTIC IF POSSIBLE 3.VISIBLE LOCKABLE LABELED UTILITY AC DISCONNECT WILL BE INSTALLED WITHIN 10' OF CON EDISON METER. 4.AC DISCONNECT SHALL BE READILY ACCESSIBLE 24/7 5.REQUIRED ELECTRICAL CLEARANCE TO BE MAINTAINED 6.MAIN SERVICE PANEL LOCATION: BASEMENT 7.METER LOCATION: BASEMENT NOTE: EQUIPMENT LOCATIONS ARE DEFINED BUT MAY BE APPROXIMATE DUE TO EXISTING CONDITIONS SITE PLAN NOTES SYSTEM INFORMATION MODULE COUNT/TYPE (61) TALESUN TM7G54M 450 INVERTER COUNT/TYPE (61) ENPHASE IQ8HC-72-M-US MODULE WEIGHT 54.01 LBS MODULE DIMENSIONS 67.80" x 44.65" UNIT WEIGHT OF ARRAY 2.57 PSF (N) PV MODULE EQUIPPED W/ (1) MICRO INVERTER PER (1) MODULES 1 2 3 4 (E) CON EDISON METER (E) ISOLATED MAIN DISCONNECT (N) VISIBLE LOCKABLE LABELED UTILITY AC DISCONNECT #2 36" FIRE OFFSET 18" FIRE OFFSET FIRE DEPARTMENT ACCESS POINT1966 EAST MAI N ST REET BILL OF MATERIALS EQUIPMENT QUANTITY DESCRIPTION SKU DOMESTIC SOLAR PV MODULE 61 TALESUN MODULE TM7G54M 450 NO MICRO INVERTERS 61 ENPHASE IQ8HC-72-M-US IQ8HC-72-M-US NO COMBINER 1 MINIMUM 200A LOAD CENTER N/A NO AC DISCONNECT 1 200A FUSED AC DISCONNECT GF224NR NO FUSES 2 125A FUSES N/A NO TAPS 2 TAP CONNECTORS N/A NO COMBINER BREAKER 7 20A/2P BREAKER N/A NO WIRE 48 ENPHASE IQ CABLE SINGLE DROP (LANDSCAPE, 72 CELL)Q-12-20-200 NO WIRE 20 ENPHASE IQ CABLE SINGLE DROP (PORTRAIT)Q-12-10-240 NO ENPHASE ACCESSORIES 9 ENPHASE TERMINATOR CAP Q-TERM-10 NO ENPHASE ACCESSORIES 12 ENPHASE IQ FEMALE CONNECTORS Q-CONN-10F NO ENPHASE ACCESSORIES 12 ENPHASE IQ MALE CONNECTORS Q-CONN-10M NO ENPHASE ACCESSORIES 8 ENPHASE IQ CABLE SEALS Q-SEAL-10 NO ATTACHMENT 184 HALO ULTRA GRIP, BLACK QM-HUG-01-B1 NO RAIL 46 XR10, RAIL 168" (14') BLACK XR-10-168B NO SPLICE 40 BONDED SPLICE, XR10 XR10-BOSS-01-M1 NO MID CLAMP 100 UNIVERSAL MODULE CLAMP, BLACK UFO-CL-01-B1 NO END CLAMP 44 END FASTENING OBJECT (END CLAMP, 30-40MM), MILL UFO-END-01-A1 NO T-BOLT 184 T-BOLT, BONDING HARDWARE BHW-TB-03-A1 NO MLPE & GROUNDING 11 GROUNDING LUG, LOW PROFILE XR-LUG-03-A1 NO WIRE MANAGEMENT 122 XR WIRE CLIP XR-WC-01-B1 NO END CAP (PAIR)22 END CAP, XR10 (L-R PAIR)XR-10-CAP01-B1 NO MLPE MOUNT 61 MICROINVERTER/MLPE BONDING HARDWARE, T-BOLT BHW-MI-01-A1 NO ROOF DESCRIPTION ROOF #ROOF TYPE TILT PITCH AZIMUTH ROOF FRAMING MODULE COUNT ARRAY SQ. FT. 1 COMP SHINGLE 30°7:12 312°2X6@24" O.C. RAFTERS 24 504.48 2 ROLLED COMP 5°1.5:12 222°2X6@24" O.C. RAFTERS 10 210.20 3 ROLLED COMP 0°0:12 222°2X6@24" O.C. RAFTERS 17 357.34 4 ROLLED COMP 5°1.5:12 42°2X6@24" O.C. RAFTERS 10 210.20 TOTAL ROOF AREA SQ. FT.2851 TOTAL ARRAY SQ. FT.1282.22 ROOF COVER %44.97 (N) LOAD CENTER RE-ROOF TO BE COMPLETED BEFORE INSTALLATION (N) VISIBLE LOCKABLE LABELED UTILITY AC DISCONNECT #1 36" FIRE OFFSET Signed 10/31/2025 Expires 7/31/2027 N SCALE: 1/16" = 1'-0" CONED METER NUMBER: A71B 11033990 DRAWN BY: INITIAL DESIGN DATE: AKM 08/25/2025 REV: B AHJ: UTILITY: ALDEN CONED DESIGN ENGINEER 76 N. MEADOWBROOK DRIVE ALPINE UT 84004 COA #0022571 RIVERTOWN SOLAR LLC 23 MAIN STREET IRVINGTON, NY SOLAR COMPANY/CLIENT DC SYSTEM SIZE: 27.450kW AC SYSTEM SIZE: 23.180kW PROPERTY PLAN PV-3 SEPIASHVILI RESIDENCE 1966 EAST MAIN STREET MOHEGAN LAKE, NY 10547 COORDINATES: 41.319028, -73.857951 (914) 814-0716 PROPERTY LINE 57'-11" 76'-11" 111'-8" 76'-8" 52'-4" 84'-11" MAIN HOUSE DRIVEWAY 2'-10" 89'-8" 12'-7" 4'-7" Signed 10/31/2025 Expires 7/31/2027 N PV MODULES: (61) TALESUN TM7G54M 450 ROOF TYPE(S): COMP SHINGLE & ROLLED COMP ROOF CONDITION: UNSUITABLE MOUNTING TYPE(S): IRONRIDGE QUICKMOUNT HALO ULTRAGRIP WITH IRONRIDGE XR10 RAIL & IRONRIDGE FLAT ROOF ATTACHMENT (FIXED TILT LEGS) WITH IRONRIDGE XR10 RAIL FLASHING: IRONRIDGE ULTRAGRIP FLASHING ROOF HEIGHT: 25' ROOF FRAMING MATERIAL: WOOD DECKING THICKNESS: 1/2" TOTAL ATTACHMENTS: 184 1 2 3 4 36" FIRE OFFSET 18" FIRE OFFSET EXACT LOCATION OF ROOF FRAMING MAY VARY; INSTALLER TO FOLLOW ENGINEER (WHERE APPLICABLE) AND MANUFACTURER INSTRUCTIONS/GUIDELINES WHEN INSTALLING.SCALE: 3/32" = 1'-0" CONED METER NUMBER: A71B 11033990 DRAWN BY: INITIAL DESIGN DATE: AKM 08/25/2025 REV: B AHJ: UTILITY: ALDEN CONED PV-4 DESIGN ENGINEER 76 N. MEADOWBROOK DRIVE ALPINE UT 84004 COA #0022571 RIVERTOWN SOLAR LLC 23 MAIN STREET IRVINGTON, NY SOLAR COMPANY/CLIENT DC SYSTEM SIZE: 27.450kW AC SYSTEM SIZE: 23.180kW ATTACHMENT PLAN SEPIASHVILI RESIDENCE 1966 EAST MAIN STREET MOHEGAN LAKE, NY 10547 COORDINATES: 41.319028, -73.857951 (914) 814-0716 ATTACHMENT DESCRIPTION ROOF #ROOF TYPE TILT ARRAY TILT AZIMUTH ROOF FRAMING TOTAL POINTS MAX SPACING MAX CANTILEVER ATTACHMENT MIN EMBEDMENT 1 COMP SHINGLE 30° 30° 312° 2X6@24" O.C. RAFTERS 57 48" 16" (2) #14 SCREW 2" 2 ROLLED COMP 5° 5°222°2X6@24" O.C. RAFTERS 34 48" 16" (2) #14 SCREW 2" 3 ROLLED COMP 0° 0°222°2X6@24" O.C. RAFTERS 59 48" 16" (2) #14 SCREW 2.5" 4 ROLLED COMP 5° 5°42°2X6@24" O.C. RAFTERS 34 48" 16" (2) #14 SCREW 2" 48" MAX SPACING 16" ATTIC MEMBER SPACING MAX CANTILEVER DISTANCE: 16" Signed 10/31/2025 Expires 7/31/2027 (2) QUICKMOUNT RD STRUCTURAL LAG BOLT (#14 x 3" LONG) CONNECTED INTO ROOF FRAMING (2) QUICKMOUNT RD STRUCTURAL LAG BOLT (#14 X 3" LONG) CONNECTED INTO ROOF FRAMING QUICKMOUNT HALO ULTRAGRIP ROOF MOUNT 6" MAX SPACE FROM ROOF SURFACE MOUNTING HARDWARE PV MODULE RAIL COMP SHINGLE ROOF SHEATHING QUICKMOUNT HALO ULTRAGRIP RAFTER/TRUSS MOUNT SEE ROOF MOUNT CROSS SECTION DETAIL THIS SHEET FOR CONNECTION TO ROOF FRAMING (E) R O O F F R A MI N G GENERAL ROOF MOUNT DETAIL NTS ROOF MOUNT CROSS SECTION DETAIL NTS ROOF MOUNT PLAN VIEW DETAIL NTS ROOF MOUNT NTS MIN EMBEDMENT DEPTH/ROOF FRAMING SEE TABLE ON ATTACHMENT PLAN PAGE NOTE: ALL ROOF PENETRATIONS MUST BE SEALED OR FLASHED USING APPROVED MEANS DRAWN BY: INITIAL DESIGN DATE: AKM 08/25/2025 REV: B AHJ: UTILITY: ALDEN CONED DESIGN ENGINEER 76 N. MEADOWBROOK DRIVE ALPINE UT 84004 COA #0022571 RIVERTOWN SOLAR LLC 23 MAIN STREET IRVINGTON, NY SOLAR COMPANY/CLIENT DC SYSTEM SIZE: 27.450kW AC SYSTEM SIZE: 23.180kW MOUNTING DETAILS PV-5 SEPIASHVILI RESIDENCE 1966 EAST MAIN STREET MOHEGAN LAKE, NY 10547 COORDINATES: 41.319028, -73.857951 (914) 814-0716 ROOF SECTIONS R1, R2, R4 WIND SPEED: 115 MPH GROUND SNOW LOAD: 40 PSF ROOF TYPE: COMP SHINGLE ROOF LAYERS (IF APPLICABLE): 1 Signed 10/31/2025 Expires 7/31/2027 DRAWN BY: INITIAL DESIGN DATE: AKM 08/25/2025 REV: B AHJ: UTILITY: ALDEN CONED DESIGN ENGINEER 76 N. MEADOWBROOK DRIVE ALPINE UT 84004 COA #0022571 RIVERTOWN SOLAR LLC 23 MAIN STREET IRVINGTON, NY SOLAR COMPANY/CLIENT DC SYSTEM SIZE: 27.450kW AC SYSTEM SIZE: 23.180kW MOUNTING DETAILS PV-5.1 SEPIASHVILI RESIDENCE 1966 EAST MAIN STREET MOHEGAN LAKE, NY 10547 COORDINATES: 41.319028, -73.857951 (914) 814-0716 ROOF SECTIONS R3 WIND SPEED: 109 MPH GROUND SNOW LOAD: 40 PSF ROOF TYPE: COMP SHINGLE ROOF LAYERS (IF APPLICABLE): 1 GENERAL ROOF MOUNT DETAIL NTS ROOF MOUNT CROSS SECTION DETAIL NTS NOTE: ALL ROOF PENETRATIONS MUST BE SEALED OR FLASHED USING APPROVED MEANS ROOF MOUNT PLAN VIEW DETAIL NTS ROOF MOUNT NTS IRONRIDGE FLAT ROOF ATTACHMENT ROOF MOUNT WITH (2) SCREWS CONNECTED TO ROOF FRAMING (2) #14 SCREWS PROVIDED BY MANUFACTURER CONNECTED INTO ROOF FRAMING MIN EMBEDMENT DEPTH/ROOF FRAMING SEE TABLE ON ATTACHMENT PLAN PAGE PRE-ASSEMBLED SOUTH TILT LEG FLAT ROOF ATTACHMENT, MEMBRANE WASHER, FLAT 3/8" X 1.25" OD SS BOLT, 3/8-16 X 1.125" HEX, SS IRONRIDGE XR RAIL IRONRIDGE SOUTH TILT LEG IRONRIDGE FLAT ROOF ATTACHMENT MEMBRANE FLASHING (2) #14 SCREWS PROVIDED BY MANUFACTURER CONNECTED INTO ROOF FRAMING PV MODULE RAIL (E) ROOF FRAMING ROOF SHEATHING IRONRIDGE QUICKMOUNT QBASE STAND OFF ROOF MOUNT. SEE ROOF MOUNT CROSS SECTION DETAIL THIS SHEET FOR CONNECTION TO ROOF FRAMING FINISHED ROOF IRONRIDGE NORTH TILT LEG ANGLE VARIES, UP TO 30° Signed 10/31/2025 Expires 7/31/2027 N SCALE: 1/8" = 1'-0" STRING 1 STRING 2 STRING 3 STRING 4 STRING 5 STRING 6 STRING 7CONED METER NUMBER: A71B 11033990 DC SYSTEM SIZE: 27.450kW AC SYSTEM SIZE: 23.180kW DRAWN BY: INITIAL DESIGN DATE: AKM 08/25/2025 REV: B AHJ: UTILITY: ALDEN CONED EE-1 DESIGN ENGINEER 76 N. MEADOWBROOK DRIVE ALPINE UT 84004 COA #0022571 RIVERTOWN SOLAR LLC 23 MAIN STREET IRVINGTON, NY SOLAR COMPANY/CLIENT STRING PLAN SEPIASHVILI RESIDENCE 1966 EAST MAIN STREET MOHEGAN LAKE, NY 10547 COORDINATES: 41.319028, -73.857951 (914) 814-0716 MODULE: (61) TALESUN TM7G54M 450 INVERTER: (61) ENPHASE IQ8HC-72-M-US COMBINER: (1) MINIMUM 200A LOAD CENTER STRING 1: (9) MODULES STRING 2: (9) MODULES STRING 3: (9) MODULES STRING 4: (9) MODULES STRING 5: (9) MODULES STRING 6: (8) MODULES STRING 7: (8) MODULES Signed 10/31/2025 Expires 7/31/2027 CONED METER NUMBER: A71B 11033990 MODULE TYPE: (61) TALESUN TM7G54M 450 INVERTER TYPE: (61) ENPHASE IQ8HC-72-M-US 240V NOTE: ALL EQUIPMENT MUST BE UTILIZED IN ACCORDANCE WITH MANUFACTURER'S INTENDED USE AND DESIGN SPECIFICATIONS. DC SYSTEM SIZE: 27.450kW AC SYSTEM SIZE: 23.180kW DRAWN BY: INITIAL DESIGN DATE: AKM 08/25/2025 REV: B AHJ: UTILITY: ALDEN CONED EE-2 DESIGN ENGINEER 76 N. MEADOWBROOK DRIVE ALPINE UT 84004 COA #0022571 RIVERTOWN SOLAR LLC 23 MAIN STREET IRVINGTON, NY SOLAR COMPANY/CLIENT THREE LINE DIAGRAM SEPIASHVILI RESIDENCE 1966 EAST MAIN STREET MOHEGAN LAKE, NY 10547 COORDINATES: 41.319028, -73.857951 (914) 814-0716 2P-20A N 2P-20A 2P-20A 2P-20A 2P-20A 2P-20A 2P-20A CONDUCTOR SCHEDULE TAG # WIRES IN CONDUIT MINIMUM WIRE SIZE TYPE, MATERIAL MINIMUM GROUND WIRE SIZE GROUND TYPE,MATERIAL CONDUIT AMPS (BEFORE 125% SAFETY FACTOR) TOTAL AMPS WIRE AMPERAGE RATING TABLE 310.15(B)(16) MINIMUM OCPD A 3 #12 AWG Q CABLE #6 AWG BARE CU FREE AIR 14.22 17.78 25 20 B 3 #10 AWG THWN-2, CU #12 AWG THWN-2, CU 3/4 EMT 14.22 17.78 35 20 C 4 #1 AWG THWN-2, CU #6 AWG THWN-2, CU 1 1/4 EMT 96.38 120.48 130 125 = ~ L2 L1 G A NEMA 3R JUNCTION BOX 9 = = 9 9 C B 9 = 9 = 8 = 8 = UP TO (1) MODULE PER MICRO INVERTER ~ ~ ~ ~ ~ ~ (N) 15A-2P ENVOY-IQ MONITOR (N)240V/MINIMUM 200A LOAD CENTER NEMA 3R RATED MINIMUM 10KIAC LOCATION: SOUTH WEST WALL (N) UTILITY PV AC DISCONNECT 240V/200A NEMA 3R 100KAIC FUSIBLE 125A FUSES VISIBLE-OPEN LOCKABLE, READILY ACCESSIBLE, LABELED 2-POLE RAPID SHUTDOWN DEVICE LOCATION: INSIDE BASEMENT EATON DG224NRK N-G BOND VISIBLE-OPEN LOCKABLE LABELED AC DISCONNECT TO BE LOCATED IN A READILY ACCESSIBLE LOCATION WITHIN 10' OF THE CON EDISON METER C M (E) 200A RATED ISOLATED DISCONNECT (E)200A MAIN BREAKER LOCATION: INSIDE BASEMENT (E)200A MAIN BREAKER LINE SIDE TAP TAP CONNECTOR (E) CONED METER 120/240V SINGLE PHASE 3-WIRE SERVICE CONDUCTORS ORIGINATE OVERHEAD N-G FACILITY GROUND (E) GROUND ROD + (E) WATER BOND GEC: #4 AWG CU TO EXISTING SUB PANEL INSIDE BASEMENT (N) PV AC DISCONNECT 240V/200A NEMA 3R NON-FUSIBLE, 10KAIC VISIBLE-OPEN LOCKABLE, READILY ACCESSIBLE, LABELED 2-POLE RAPID SHUTDOWN DEVICE LOCATION: SOUTH WEST WALL EATON DG224URK C Signed 10/31/2025 Expires 7/31/2027 PV MODULE MODEL TALESUN TM7G54M 450 PMAX 450W VOC 39.6V VMP 33.2V IMP 13.56A ISC 13.87A MAX SERIES FUSE RATING 30A INVERTER MODEL ENPHASE IQ8HC-72-M-US MAX INPUT DC VOLTAGE 60V MAX DC CURRENT 14A MAX OUTPUT POWER 380W MAXIMUM CONT. OUTPUT CURRENT 1.58A CEC EFFICIENCY 0.97 NOMINAL AC VOLTAGE 240V CONED METER NUMBER: A71B 11033990 TEMPERATURE CORRECTED VOC MODULE VOC VOC COEFFICIENT COLDEST TEMPERATURE ADJUSTED VOC INVERTER/ OPTIMIZER MAX 39.6 -0.24 -17.00 43.59 60, GOOD DC SYSTEM SIZE: 27.450kW AC SYSTEM SIZE: 23.180kW DRAWN BY: INITIAL DESIGN DATE: AKM 08/25/2025 REV: B AHJ: UTILITY: ALDEN CONED EE-3 DESIGN ENGINEER 76 N. MEADOWBROOK DRIVE ALPINE UT 84004 COA #0022571 RIVERTOWN SOLAR LLC 23 MAIN STREET IRVINGTON, NY SOLAR COMPANY/CLIENT ELECTRICAL NOTES SEPIASHVILI RESIDENCE 1966 EAST MAIN STREET MOHEGAN LAKE, NY 10547 COORDINATES: 41.319028, -73.857951 (914) 814-0716 INTERCONNECTION PER NEC 705.12 (B) BACK FEED REQUIRED 120.48A MINIMUM FUSE RATING 125A ELECTRICAL CALCULATIONS TAG A FROM MODULES TO JUNCTION BOX LARGEST STRING: 9 MODULES NUMBER OF INVERTERS: 9 AMPS PER INVERTER: 1.58A 9 * 1.58A = 14.22A * 1.25 = 17.78A TOTAL AMPS CONDUCTOR SIZE: #12 AWG CONDUCTOR MAX: 25A, GOOD OCPD: 20A, GOOD TAG B FROM JUNCTION BOX TO AC COMBINER LARGEST STRING: 9 MODULES NUMBER OF INVERTERS: 9 AMPS PER INVERTER: 1.58A 9 * 1.58A = 14.22A * 1.25 = 17.78A TOTAL AMPS CONDUCTOR SIZE: #10 AWG CONDUCTOR MAX: 35A, GOOD OCPD: 20A, GOOD TAG C FROM AC COMBINER TO INTERCONNECTION TOTAL MODULES: 61 TOTAL INVERTERS: 61 AMPS PER INVERTER: 1.58A 61 * 1.58A = 96.38A * 1.25 = 120.48A TOTAL AMPS CONDUCTOR SIZE: #1 AWG CONDUCTOR MAX: 130A, GOOD OCPD: 125A, GOOD Signed 10/31/2025 Expires 7/31/2027 LABELING NOTES: 1. LABELS CALLED OUT ACCORDING TO ALL COMMON CONFIGURATIONS. ELECTRICIAN TO DETERMINE EXACT REQUIREMENTS IN THE FIELD PER CURRENT NEC AND LOCAL CODES AND MAKE APPROPRIATE ADJUSTMENTS. 2. LABELING REQUIREMENTS BASED ON THE NATIONAL ELECTRIC CODE, OSHA STANDARD 19010.145, ANSI Z535. 3. MATERIAL BASED ON THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 4. LABELS TO BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED [NEC 110.21] THEY SHALL BE PERMANENTLY ATTACHED, WEATHER/SUNLIGHT RESISTANT, AND SHALL NOT BE HAND WRITTEN PER NEC 110.21(B) 5. APPLICABLE LABELS TO BE A MINIMUM LETTER HEIGHT OF 3/8", WHITE ON RED BACKGROUND; REFLECTIVE, AND PERMANENTLY AFFIXED [IFC 605.11.1.1] RAPID SHUTDOWN SWITCH FOR SOLAR PV MAXIMUM AC OPERATING CURRENT: PHOTOVOLTAIC WARNING: PHOTOVOLTAIC POWER SOURCE PHOTOVOLTAIC AC DISCONNECT DUAL POWER SOURCE NOMINAL OPERATING AC VOLTAGE: DC DISCONNECT MAIN PHOTOVOLTAIC SYSTEM DISCONNECT WARNING ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION INVERTER OUTPUT CONNECTION. DO NOT RELOCATE THIS OVERCURRENT DEVICE WARNING! TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUTDOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN SOLAR ELECTRIC PV PANELS WARNING! 96.38 240 PHOTOVOLTAIC AC DISCONNECT !! AT POINT OF INTERCONNECTION, MARKED AT DISCONNECTING MEANS [NEC 690.56] AT POINT OF INTERCONNECTION [NEC 705.12(C),690.59] EACH PV SYSTEM DISCONNECTING MEANS SHALL PLAINLY INDICATE WHETHER IN THE OPEN (OFF) OR CLOSED (ON) POSITION AND BE PERMANENTLY MARKED [NEC 690.13(B)] AT EACH DC DISCONNECTING MEANS [NEC 690.13(B)] AT EACH AC DISCONNECTING MEANS [NEC 690.13(B)] AT EXPOSED RACEWAYS, CABLE TRAYS, AND OTHER WIRING METHODS; SPACED AT MAXIMUM 10 FT SECTION OR WHERE SEPARATED BY ENCLOSURES, WALLS, PARTITIONS, CEILINGS, OR FLOORS [NEC 690.31(D)(2)] AT BUILDING OR STRUCTURE MAIN DISCONNECTING MEANS [NEC 690.12(E), NEC 690.13(B)] A PERMANENT WARNING LABEL SHALL BE APPLIED TO THE DISTRIBUTION EQUIPMENT ADJACENT TO THE BACK-FED BREAKER FROM THE INVERTER [NEC 705.12(B)(2)] (BREAKER INTERCONNECTION ONLY) FOR PV SYSTEMS THAT SHUT DOWN THE ARRAY AND CONDUCTORS LEAVING THE ARRAY: THE TITLE "SOLAR PV SYSTEM IS EQUIPPED WITH RAPID SHUTDOWN" SHALL UTILIZED CAPITALIZED CHARACTERS WITH A MINIMUM HEIGHT OF 3/8 IN. IN BLACK ON YELLOW BACKGROUND, AND THE REMAINING CHARACTERS SHALL BE CAPITALIZED WITH A MINIMUM HEIGHT OF 3/16 IN. IN BLACK ON WHITE BACKGROUND [NEC 690.12(D)] A RAPID SHUTDOWN SWITCH SHALL HAVE A LABELED LOCATED ON OR NO MORE THAN 8 FT FROM THE SWITCH THAT INCLUDES THIS WORDING. THE LABEL SHALL BE REFLECTIVE, WITH ALL LETTERS CAPITALIZED AND HAVING A MINIMUM HEIGHT OF 3/8 IN., IN WHITE ON RED BACKGROUND [NEC 690.12(D)(2)] PHOTOVOLTAIC SYSTEM COMBINER PANEL WARNING DO NOT ADD LOADS AT AC COMBINER PANEL [NEC 690.13(B)] 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) SECOND SOURCE IS PHOTOVOLTAIC SYSTEM DC SYSTEM SIZE: 27.450kW AC SYSTEM SIZE: 23.180kW DRAWN BY: INITIAL DESIGN DATE: AKM 08/25/2025 REV: B AHJ: UTILITY: ALDEN CONED EE-4 DESIGN ENGINEER 76 N. MEADOWBROOK DRIVE ALPINE UT 84004 COA #0022571 RIVERTOWN SOLAR LLC 23 MAIN STREET IRVINGTON, NY SOLAR COMPANY/CLIENT LABELS SEPIASHVILI RESIDENCE 1966 EAST MAIN STREET MOHEGAN LAKE, NY 10547 COORDINATES: 41.319028, -73.857951 (914) 814-0716 Signed 10/31/2025 Expires 7/31/2027 N 1966 EAST MAIN STREET MOHEGAN LAKE,NY 10547 LOCATION: MSP NEC 705.10 CAUTION MULTIPLE SOURCES OF POWER POWER IS SUPPLIED TO THIS BUILDING FROM THE FOLLOWING SOURCES WITH DISCONNECTS AS SHOWN. DC SYSTEM SIZE: 27.450kW AC SYSTEM SIZE: 23.180kW DRAWN BY: INITIAL DESIGN DATE: AKM 08/25/2025 REV: B AHJ: UTILITY: ALDEN CONED EE-5 DESIGN ENGINEER 76 N. MEADOWBROOK DRIVE ALPINE UT 84004 COA #0022571 RIVERTOWN SOLAR LLC 23 MAIN STREET IRVINGTON, NY SOLAR COMPANY/CLIENT PLACARD SEPIASHVILI RESIDENCE 1966 EAST MAIN STREET MOHEGAN LAKE, NY 10547 COORDINATES: 41.319028, -73.857951 (914) 814-0716 ISOLATED MAIN DISCONNECT RAPID SHUTDOWN INITIATOR AC DISCONNECT #2 AC COMBINER PV MODULE RAPID SHUTDOWN INITIATOR AC DISCONNECT #1 METER Signed 10/31/2025 Expires 7/31/2027 GENERAL NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND REVIEW ALL MANUFACTURER INSTALLATION DOCUMENTS PRIOR TO INITIATING CONSTRUCTION. 2. ALL COMPONENTS SHALL BE NEW AND LISTED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY AND LISTED FOR THEIR SPECIFIC APPLICATION. 3. OUTDOOR EQUIPMENT SHALL BE NEMA 3R RATED OR BETTER. 4. ACCESS TO ELECTRICAL COMPONENTS OVER 150 VOLTS TO GROUND SHALL BE RESTRICTED TO QUALIFIED PERSONNEL. 5. CONTRACTOR SHALL OBTAIN ELECTRICAL PERMITS PRIOR TO INSTALLATION AND SHALL COORDINATE ALL INSPECTIONS, TESTING COMMISSIONING, AND ACCEPTANCE WITH THE HOMEOWNER, UTILITY CO. AND CITY INSPECTORS AS NEEDED. 6. EACH MODULE TO BE GROUNDED USING THE SUPPLIED CONNECTION POINT PER THE MANUFACTURER'S REQUIREMENTS. ALL PV MODULES, EQUIPMENT, AND METALLIC COMPONENTS ARE TO BE BONDED. IF THE EXISTING GROUNDING ELECTRODE SYSTEM CANNOT BE VERIFIED OR IS ONLY METALLIC WATER PIPING, IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL A SUPPLEMENTAL GROUNDING ELECTRODE. 7. DC CONDUCTORS SHALL BE RUN IN EMT AND/OR MC (METAL CLAD CABLE) AND SHALL BE LABELED. 8. EXPOSED NON-CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH APPLICABLE NEC. 9. CONFIRM LINE SIDE VOLTAGE AT THE ELECTRIC UTILITY SERVICE PRIOR TO CONNECTING INVERTER. VERIFY SERVICE VOLTAGE IS WITHIN INVERTER VOLTAGE OPERATIONAL RANGE. 10. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT EXPANSION JOINTS AND ANCHOR CONDUIT RUNS AS REQUIRED PER CODE. 11. ALL WIRING MUST BE PROPERLY SUPPORTED BY DEVICES OR MECHANICAL MEANS DESIGNED AND LISTED FOR SUCH USE, AND FOR ROOF-MOUNTED SYSTEMS, WIRING MUST BE PERMANENTLY AND COMPLETELY HELD OFF OF THE ROOF SURFACE. 12. ALL ROOF PENETRATIONS MUST BE SEALED OR FLASHED. 13. EQUIPMENT MAY BE SUBSTITUTED FOR SIMILAR EQUIPMENT BASED ON AVAILABILITY, SUBSTITUTED EQUIPMENT SHALL COMPLY WITH DESIGN CRITERIA. 14. REMOVAL OF AN INTERACTIVE INVERTER OR OTHER EQUIPMENT SHALL NOT DISCONNECT THE BONDING CONNECTION BETWEEN THE GROUNDING ELECTRODE CONDUCTOR AND THE PHOTOVOLTAIC SOURCE AND/OR OUTPUT CIRCUIT GROUNDED CONDUCTORS. 15. WHENEVER A DISCREPANCY IN THE QUALITY OF EQUIPMENT ARISES ON THE DRAWING OR SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL MATERIAL AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS TO ENSURE COMPLETE COMPLIANCE AND LONGEVITY OF THE OPERABLE SYSTEM REQUIRED BY THE ENGINEERS. 16. AC DISCONNECT SHALL BE LOCATED WITHIN 10' OF CON EDISON METER. AC DISCONNECT SHALL BE LOCATED ON SAME WALL OF HOUSE WHERE POSSIBLE. IF AC DISCONNECT CANNOT BE WITHIN 10' OF METER, THEN PHOTOS SHALL BE PROVIDED OF THE OBSTRUCTION FOR REVIEW. 17. IF APPLICABLE, ENERGY STORAGE SYSTEM (ESS) CAN BE USED DURING ON-GRID OPERATION TO SHIFT GENERATION FOR TIME OF USE (TOU) AND WILL NOT OPERATE OFF GRID. 1. CONDUIT A AND B AMPS EQUAL TO LARGEST STRING ON TAG. 2. CONDUIT A SHALL BE RUN THROUGH ATTIC IF POSSIBLE. 3. ALL WIRING MUST BE PROPERLY SUPPORTED BY DEVICES OR MECHANICAL MEANS DESIGNED AND/OR LISTED FOR SUCH USE, AND FOR ROOF-MOUNTED SYSTEMS, WIRING MUST BE PERMANENTLY AND COMPLETELY HELD OFF OF THE ROOF SURFACE. 4. EQUIPMENT MAY BE SUBSTITUTED FOR SIMILAR EQUIPMENT BASED ON AVAILABILITY, SUBSTITUTED EQUIPMENT SHALL COMPLY WITH DESIGN CRITERIA. WIRE SIZES ARE BASED ON MINIMUMS AND ARE NOT MEANT TO LIMIT UPSIZING AS REQUIRED BY FIELD CONDITIONS/AVAILABILITY. 5. WIRING SHALL COMPLY WITH MAXIMUM CONTINUOUS CURRENT OUTPUT AT 25°C AND MAXIMUM VOLTAGE AT 600V; WIRE SHALL BE WET RATED AT 90°C. 6. EXPOSED PHOTOVOLTAIC SYSTEM CONDUCTORS ON THE ROOF WILL BE TYPE 2 OR PV-TYPE WIRE. 7. PHOTOVOLTAIC SYSTEM CONDUCTORS SHALL BE IDENTIFIED AND GROUPED. THE MEANS OF IDENTIFICATION SHALL BE PERMITTED BY SEPARATE COLOR-CODING, MARKING TAPE, TAGGING OR OTHER APPROVED MEANS. 8. ALL CONDUCTORS AND TERMINATIONS SHALL BE RATED FOR INSTALL LOCATION 9. ALL EXTERIOR CONDUIT, FITTINGS, AND BOXES SHALL BE RAIN-TIGHT AND APPROVED FOR USE IN WET LOCATIONS. 10. ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY CONTINUOUS. 11. WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS ARE NOT SPECIFIED, CONTRACTOR SHALL SIZE THEM ACCORDING TO APPLICABLE CODES. 12. REMOVAL OF A UTILITY-INTERACTIVE INVERTER OR OTHER EQUIPMENT SHALL NOT DISCONNECT THE BUILDING CONNECTION BETWEEN THE GROUNDING ELECTRODE CONDUCTOR AND THE PV SOURCE AND/OR OUTPUT CIRCUIT GROUNDED CONDUCTOR. 13. FOR GROUNDED SYSTEMS, THE PHOTOVOLTAIC SOURCE AND OUTPUT CIRCUITS SHALL BE PROVIDED WITH A GROUND-FAULT PROTECTION DEVICE OR SYSTEM THAT DETECTS A GROUND FAULT, INDICATES THAT FAULT HAS OCCURRED, AND AUTOMATICALLY DISCONNECTS ALL CONDUCTORS OR CAUSES THE INVERTER TO AUTOMATICALLY CEASE SUPPLYING POWER TO OUTPUT CIRCUITS. 14. FOR UNGROUNDED SYSTEMS, THE INVERTER IS EQUIPPED WITH GROUND FAULT PROTECTION AND A GFI FUSE PORT FOR GROUND FAULT INDICATION. 15. PV MODULE FRAMES SHALL BE BONDED TO RACKING RAIL OR BARE COPPER GEC/GEC PER THE MODULE MANUFACTURER'S LISTED INSTRUCTION SHEET. 16. PV MODULE RACKING RAIL SHALL BE BONDED TO BARE COPPER GEC VIA WEEB LUG, IL SCO GBL-4DBT LAY IN LUG, OR EQUIVALENT LISTED LUG. 17. THE PHOTOVOLTAIC INVERTER WILL BE LISTED AS UL 1741 COMPLIANT. 18. RACKING AND BONDING SYSTEM TO BE UL2703 RATED. 19. ANY REQUIRED GROUNDING ELECTRODE CONDUCTOR WILL BE CONTINUOUS, EXCEPT FOR SPLICES OR JOINTS AS BUSBARS WITHIN LISTED EQUIPMENT 20. WHEN BACKFEED BREAKER IS THE METHOD OF UTILITY INTERCONNECTION, THE BREAKERS SHALL NOT READ "LINE AND LOAD." 21. WHEN APPLYING THE 120% RULE, THE SOLAR BREAKER TO BE POSITIONED AT THE OPPOSITE END OF THE BUSBAR FROM THE MAIN BREAKER. 22. THE WORKING CLEARANCE AROUND THE EXISTING ELECTRICAL EQUIPMENT AS WELL AS THE NEW ELECTRICAL EQUIPMENT WILL BE MAINTAINED. 23. LISTED CONDUIT AND CONDUCTOR SIZES ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UPSIZING AS REQUIRED BY FIELD CONDITIONS/AVAILABILITY. 24. ENPHASE IQ8HC-72-M-US INVERTERS HAVE INTEGRATED GROUND AND DOUBLE INSULATION. NO GEG OR EGC IS REQUIRED. THE DC CIRCUIT IS ISOLATED AND INSULATED FROM GROUND AND MEETS THE REQUIREMENTS OF NEC. 25. CALCULATIONS ARE BASED ON A) ASHRAE #2 AVERAGE HIGH = 32°C B)NEC TABLE 310.15(B)2(a) 75° DERATE FACTOR = 0.96 C) NEC TABLE NEC 310.15(B)(16) 75°C. 26. SUPPLEMENTAL GROUNDING ELECTRODE TO BE INSTALLED NO CLOSER THAN 6' FROM EXISTING WHEN REQUIRED. NEC 250.53(A)(2) DOES NOT REQUIRE IT IF CONTRACTOR CAN PROVE THAT A SINGLE ROD HAS A RESISTANCE TO EARTH OF 25 OHMS OR LESS. 27. WHEN CABLE, INCLUDING PV CABLE(S), IS RUN BETWEEN ARRAYS OR TO JUNCTION BOXES IT SHALL BE ENCLOSED IN CONDUIT. [NEC 300.4, 690.31(A) AND (C)] 28. THE CABLE CONNECTORS USED ON THE OUTPUT SIDE OF THE OPTIMIZER OR MICROINVERTER TOGETHER WITH THE ARRAY CABLE USED BETWEEN THEM ARE OF THE SAME MANUFACTURER OR ARE LISTED FOR COMPATIBILITY. [NEC 690.33(C)] 29. SOME WIRE CONNECTORS SUPPLY INSTRUCTIONS FOR THE PRELIMINARY PREPARATION OF CONDUCTORS, SUCH AS USE OF CONDUCTOR TERMINATION COMPOUND (ANTIOXIDANT COMPOUND). SOME CONNECTORS ARE SHIPPED PRE-FILLED WITH CONDUCTOR TERMINATION COMPOUND (ANTIOXIDANT COMPOUND). FOR NON-PREFILLED CONNECTORS, CONDUCTOR TERMINATION COMPOUND MAY BE USED IF RECOMMENDED BY THE CONNECTOR MANUFACTURER AS PRELIMINARY PREPARATION OF THE CONDUCTOR. GENERAL ELECTRICAL NOTES DRAWN BY: INITIAL DESIGN DATE: AKM 08/25/2025 REV: B AHJ: UTILITY: ALDEN CONED PV-6 DESIGN ENGINEER 76 N. MEADOWBROOK DRIVE ALPINE UT 84004 COA #0022571 RIVERTOWN SOLAR LLC 23 MAIN STREET IRVINGTON, NY SOLAR COMPANY/CLIENT DESIGN NOTES SEPIASHVILI RESIDENCE 1966 EAST MAIN STREET MOHEGAN LAKE, NY 10547 COORDINATES: 41.319028, -73.857951 (914) 814-0716 DC SYSTEM SIZE: 27.450kW AC SYSTEM SIZE: 23.180kW DRAWN BY: INITIAL DESIGN DATE: AKM 08/25/2025 REV: B AHJ: UTILITY: ALDEN CONED PV-7 DESIGN ENGINEER 76 N. MEADOWBROOK DRIVE ALPINE UT 84004 COA #0022571 RIVERTOWN SOLAR LLC 23 MAIN STREET IRVINGTON, NY SOLAR COMPANY/CLIENT SITE PHOTOS SEPIASHVILI RESIDENCE 1966 EAST MAIN STREET MOHEGAN LAKE, NY 10547 COORDINATES: 41.319028, -73.857951 (914) 814-0716 DC SYSTEM SIZE: 27.450kW AC SYSTEM SIZE: 23.180kW MODULE DESIGN ENGINEER 76 N. MEADOWBROOK DRIVE ALPINE UT 84004 INVERTER DESIGN ENGINEER 76 N. MEADOWBROOK DRIVE ALPINE UT 84004 ATTACHMENT DESIGN ENGINEER 76 N. MEADOWBROOK DRIVE ALPINE UT 84004 DESIGN ENGINEER 76 N. MEADOWBROOK DRIVE ALPINE UT 84004 ATTACHMENT 76 N. MEADOWBROOK DRIVE ALPINE UT 84004 DESIGN ENGINEER ATTACHMENT RAIL DESIGN ENGINEER 76 N. MEADOWBROOK DRIVE ALPINE UT 84004 PLANNING BOARD TOWN OF YORKTOWN RESOLUTION APPROVING A SPECIAL USE PERMIT FOR A LARGE-SCALE SOLAR POWER GENERATION SYSTEM AT 1966 - 1968 EAST MAIN STREET, MOHEGAN LAKE RESOLUTION NUMBER: #00-00 DATE: ___________ On motion of _____, seconded by _____, and unanimously voted in favor by Fon, Bock, LaScala, Garrigan, and Haughwout, the following resolution was adopted: WHEREAS the Applicant, Rivertown Solar, LLC, has submitted site plans for the addition of a Large-Scale Solar Power Generation System that is to be located on the roof of 1966 and 1968 East Main Street, as shown on the approved site plan titled, “New PV System Design, 61 modules – 27.450 kW DC, 23.180 kW AC System Size, Sepiashvili Residence – 1966 East Main Street, Mohegan Lake, NY 10547,” prepared by Wyssling Consulting, dated August 25, 2025, last revised October 28, 2025; and WHEREAS the property, owned by George Sepiashvili, is located at 1865 East Main Street, Yorktown Heights, also known as Section 15.15, Block 1, Lot 47 on the Town of Yorktown Tax Map (hereinafter referred to as “the Property”), as represented by the applicant; and WHEREAS pursuant to SEQRA this action has been identified as an Type II action and therefore requires no further environmental review; and WHEREAS the applicant has submitted as part of his application the following maps and documents: Site Plans: 1. A map, Sheet PV-1, titled “Cover Page,” prepared by Wyssling Consulting, dated August 25, 2025, last revised October 28, 2025; and 2. A map, Sheet PV-2, titled “Site Plan,” prepared by Wyssling Consulting, dated August 25, 2025; and 3. A map, Sheet PV-3, titled “Property Plan,” prepared by Wyssling Consulting, dated August 25, 2025; and 4. A map, Sheet PV-4, titled “Attachment Plan,” prepared by Wyssling Consulting, dated August 25, 2025; and 5. A map, Sheet PV-5, titled “Mounting Details,” prepared by Wyssling Consulting, dated August 25, 2025; and 6. A map, Sheet PV-5.1, titled “Mounting Details,” prepared by Wyssling Consulting, dated August 25, 2025; and 7. A map, Sheet EE-1, titled “String Plan,” prepared by Wyssling Consulting, dated August 25, 2025; and Large-Scale Solar Resolution #25-13 Special Use Permit Page 2 of 2 8. A map, Sheet EE-2, titled “Three Line Diagram,” prepared by Wyssling Consulting, dated August 25, 2025; and 9. A map, Sheet EE-3, titled “Electrical Notes,” prepared by Wyssling Consulting, dated August 25, 2025; and 10. A map, Sheet EE-4, titled “Labels,” prepared by Wyssling Consulting, dated August 25, 2025; and 11. A map, Sheet EE-5, titled “Placard,” prepared by Wyssling Consulting, dated August 25, 2025; and 12. A map, Sheet PV-6, titled “Design Notes,” prepared by Wyssling Consulting, dated August 25, 2025; and 13. A map, Sheet PV-7, titled “Site Photos,” prepared by Wyssling Consulting, dated August 25, 2025; and 14. A map, Sheet EE-1, titled “String Plan,” prepared by Wyssling Consulting, dated August 25, 2025; and 15. A sheet titled “Module,”; and 16. A sheet titled “Inverter,”; and 17. A sheet titled “Attachment,”; and 18. A sheet titled “Attachment,”; and 19. A sheet titled “Attachment,”; and 20. A sheet titled “Rail,”; and BE IT NOW RESOLVED that the application of Rivertown Solar, LLC, for the approval of a special use permit titled “New PV System Design, 61 modules – 27.450 kW DC, 23.180 kW AC System Size, Sepiashvili Residence – 1966 East Main Street, Mohegan Lake, NY 10547,” prepared by Wyssling Consulting, dated August 25, 2025, last revised October 28, 2025, 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: Additional requirements prior to signature by the Planning Board Chairman: 1. Compliance to the National Electric Code. 2. Upon completion of the project, the Applicant must submit an as-built survey, on paper and in digital AutoCAD DWG readable format, showing all improvements on the site. 3. _____________________________________________________________________ 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. LaScala 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: April 3, 2026 Subject: LaScala SBL: 17.13-2-94 ____________________________________________________________________________________ Application This application proposes a single-family residence, driveway, and stormwater management system in the R1-20 zoning district. History The subject property was created as a part of a minor subdivision that was approved by Resolution #72-2, dated May 14, 1979, and Plat #20009, dated March 27, 1978, and last revised May 31, 1979. The Plat shows one single- family home on each parcel with a 20’ by 20’ common driveway easement on Gomer Street. The parcels are both served by public utilities and utilize a sewer easement that travels north and south through the rear yard of each parcel. Next Steps The proposed site plan conforms to all zoning requirements and will not require any variances. The proposed site plan contains two minor changes to the original design. The first-floor elevation has been increased from 613.0’ to 618.5’, and the driveway design has changed from a common driveway to individual driveways. Plat #20009 contains a note stating, “A new asphalt drive to be constructed within the 20’ by 20’ common driveway easement shown to serve lots 1.1 and 1.2.” The Board must determine if the changes to the FFE and the lack of a shared driveway are acceptable. Respectfully submitted, Ian Richey Assistant Planner Proposed Residence FF: 618.5 GF: 616.0 BF: 609.5 Proposed Driveway1+41.23 0+001+00RDRDRD RD RD RDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDSSSSSSSSWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWSWSWSWSWSWS WS WS 40.0'R.Y.S.B.40.0'F.Y.S.B.15.0' S.Y.S.B. 25.0' S.Y.S.B.227.7'17.2' 17.2'36.0' 34.0'103.8'610 612 614 616616RAIN GARDEN SURFACE FILTER AREA 380 SF MIN 3' CURB OPENING 3' WIDE STONE CHANNEL ROOF DRAIN DISCHARGE 4"Ø PVC PIPE FOOTING DRAIN DISCHARGE EXISTING WATER MAIN PROPOSED 1" COPPER WATER SERVICE WATER SERVICE PROPOSED ASPHALT CURB PROPOSED ASPHALT DRIVEWAY PROPOSED GRADING RAIN GARDEN OVERFLOW 6" PVC SDR35 OVERFLOW PIPE L = 55' S = 3.63% PROPOSED 4"Ø PVC SDR 35 SEWER SERVICE PROPOSED 5' SIDEWALK DATE:SCALE:DRAWN BY: SheetofNo.Revisions:DateComments:LOCATION MAP NOT TO SCALE 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 -NOTE: 1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY DONALD J. DONNELLY, L.S., DATED 8/02/79, LAST REVISED 8/20/97. TOPOGRAPHIC INFORMATION OBTAINED FROM WEST.CO. GIS MAPPING DATABASE. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. SITE DATA: OWNER / DEVELOPER:WILLIAM LASCALA 3270 GOMER STREET YORKTOWN HEIGHTS, NY, 10598 PROJECT LOCATION: 3276 GOMER STREET YORKTOWN HEIGHTS, NY, 10598 EXISTING TOWN ZONING: R1-20, ONE FAMILY RESIDENTIAL PROPOSED USE: R1-20, ONE FAMILY RESIDENTIAL TOWN TAX MAP DATA: SECTION 17.13, BLOCK 2, LOT 94 SITE AREA : .93 ACRES (40,345 SF) SEWAGE FACILITIES: PUBLIC SEWERS WATER FACILITIES:PUBLIC WATER FACILITIES COPYRIGHT © 2020 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:\2005\05-13 WILLIAM LASCALA\DWG\05-13 LASCALA SITE PLAN 01-19-2026.DWG 1/16/2017 3:19:52 PM105-13PROJECT #1" = 20'----------------SITE PLANPREPARED FORWILLIAM LASCALASITE PLAN3276 GOMER STREETWestchester County, NYTown Of Yorktown6ZONING SCHEDULE: 20,000 SF. 100 FT. 40 FT. 40 FT. 15 FT. REQUIRED FRONT YARD SETBACK: REAR YARD SETBACK: ONE SIDE YARD SETBACK: MINIMUM LOT WIDTH: MINIMUM LOT AREA: 40 FT. MINIMUM SIZE OF LOT: MINIMUM YARD DIMENSIONS: PRINCIPAL BUILDING: R1-20, SINGLE FAMILY RESIDENTIALZONING DISTRICT: DIMENSIONAL REGULATIONS: COMBINED SIDE YARD SETBACK: 100 FT.MINIMUM LOT DEPTH: NONE NONE VARIANCE REQUIRED NONE NONE NONE NONE NONE 100 FT.MINIMUM ROAD FRONTAGE:NONE 100.0 FT. 40,346 SF. PROVIDED 367.5 FT. 111.04 FT. 101.6 FT. 227.6 FT. 53.25 FT. 17.25 FT. 35 FT. 20% OF LOT AREATOTAL BUILDING COVERAGE: MAXIMUM HEIGHT: MAXIMUM % OF LOT TO BE OCCUPIED: 800 SFMINIMUM USABLE FLOOR AREA OF D.U.: PRINCIPAL BUILDING - FEET: NONE NONE NONE35 FT MAX 4.59% OF LOT AREA 1851 SF 10 FT. 40 FT.FRONT YARD SETBACK: REAR YARD SETBACK: ACCESSORY BUILDINGS: 15 FT.SIDE YARD SETBACK: 15 FTACCESSORY BUILDING - FEET: -------- -------- -------- -------- -------- -------- ---------------- 0 10 20 40 SCALE: 1"=20'-0"JPT02-11-26 WWWWWWWWWWWWWWWWWWWWEXISTING SHED TO BE REMOVED EXISTING DRIVEWAY TO BE REMOVED DATE: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 -COPYRIGHT © 2020 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:\2005\05-13 WILLIAM LASCALA\DWG\05-13 LASCALA SITE PLAN 01-19-2026.DWG 1/16/2017 3:19:52 PM2PROJECT #1" = 20'----------------EXISTINGCONDITIONSPLANPREPARED FORWILLIAM LASCALASITE PLAN3276 GOMER STREETWestchester County, NYTown Of Yorktown60 10 20 40 SCALE: 1"=20'-0" NOTE: 1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY DONALD J. DONNELLY, L.S., DATED 8/02/79, LAST REVISED 8/20/97. TOPOGRAPHIC INFORMATION OBTAINED FROM WEST.CO. GIS MAPPING DATABASE. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.05-13JPT02-11-26 Proposed Residence FF: 618.5 GF: 616.0 BF: 609.5 Proposed Driveway1+41.23 0+001+00RDRDRD RD RD RDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDSSSSSSSSWWWWWW WWWWWWWWWWWWWWWSWSWSWSWSWS WS WS 40.0'R.Y.S.B.610 612 614 61661 6 TREE TO BE REMOVED (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) LIMIT OF DISTURBANCE (16,859 S.F.) CONCRETE WASHOUT STABILIZED CONSTRUCTION ENTRANCE DATE: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 -COPYRIGHT © 2020 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:\2005\05-13 WILLIAM LASCALA\DWG\05-13 LASCALA SITE PLAN 01-19-2026.DWG 1/16/2017 3:19:52 PM3PROJECT #----------------EROSION ANDSEDIMENTCONTROLPLANPREPARED FORWILLIAM LASCALASITE PLAN3276 GOMER STREETWestchester County, NYTown Of Yorktown60 10 20 40 SCALE: 1"=20'-0" Tree to be Removed for Infrastructure NOTE: 1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY DONALD J. DONNELLY, L.S., DATED 8/02/79, LAST REVISED 8/20/97. TOPOGRAPHIC INFORMATION OBTAINED FROM WEST.CO. GIS MAPPING DATABASE. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY.05-13JPT02-11-261" = 20' ELEVATION (FT)DISTANCE ALONG BASELINE (FT) 605 610 615 620 625 0+00610.00+50612.0612.051+00614.6615.021+41.23616.03.0% 5.8% 7.2% 2.0%GRADE BREAK STA = 0+00.60ELEV = 610.00GRADE BREAK STA = 1+06.24ELEV = 615.46GRADE BREAK STA = 1+33.10ELEV = 616.00DATE: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 -COPYRIGHT © 2020 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:\2005\05-13 WILLIAM LASCALA\DWG\05-13 LASCALA SITE PLAN 01-19-2026.DWG 1/16/2017 3:19:52 PM4PROJECT #N/A----------------NOTESPREPARED FORWILLIAM LASCALASITE PLAN3276 GOMER STREETWestchester County, NYTown Of Yorktown6INSP.SILT FENCE CLEAN/ REPLACE REMOVE DAILY WEEKLY MONTHLY AFTER RAINFALL NECESSARY TO MAINTAIN FUNCTION AFTER APPROVAL OF INSPECTOR 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 be installed prior to any major soil disturbances, and maintained until permanent protection is established. Road surface flows from the site should be dissipated with tracking pad or appropriate measures during adjacent road shoulder regrading. Contractor is responsible for the installation and maintenance 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 be stabilized 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 sediment removed promptly when maximum levels are reached or as ordered by the engineer. All sediment control structures shall be inspected on a regular basis, 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 in accordance 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 be temporarily 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 temporary seeding. 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 the course 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 permanent measures. 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 during construction 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 manufactures requirements. Erosion blankets may also be required at the discretion of Town officials or Project Engineer. When stabilized blanket is utilized for channel 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 pads as 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 equipment and water. 15.Contractor shall be responsible for construction inspections as per NYSDEC GP-0-25-001 and Town of Yorktown Code. MAINTENANCE OF TEMPORARY EROSION AND SEDIMENT CONTROL STRUCTURES: N.Y.S.D.E.C. GP-0-25-001 EXPOSURE RESTRICTIONS - States that any exposed earthwork shall be stabilized in accordance with the guidelines of this plan. 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 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 flow areas 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. MAINTENANCE OF PERMANENT CONTROL STRUCTURES DURING CONSTRUCTION: The stormwater management system and outlet structure shall be inspected on a regular basis and after every rainfall event. Sediment build up shall be removed from the inlet protection regularly to insure detention capacity and proper drainage. Outlet structure shall be free 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 an annual 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 mowing operation. 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 storm water management system floor. INSP. Construction Sequence Refer to the plan set for all plans and details which relate to construction sequence. 1.Prior to the beginning of any sitework 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 responsible for complying with the approved construction drawings including the erosion and sediment control (E&SC) plan and details, the design engineer, the engineer responsible for E&SC monitoring during construction, town representatives from the engineering department and code enforcement. 3.A licensed surveyor must define infrastructure locations, limits of disturbance, stormwater basin limits, and grades in the field prior to start of any construction. Limits of disturbance shall be marked with the installation of construction fence or approved equal. The extents of the stormwater management system shall be cordoned off to minimize the disturbance on this area. 4.Install all perimeter erosion control measures, construction entrance as shown on the erosion and sediment control plan and the associated details. install silt fencing at the bottom of slopes. The standards established in part 1.b of the GP-020-001 included in appendix b of this SWPPP must be adhered to. 5.Strip site, clear vegetation, and place topsoil in stockpile locations shown on the plan. 6.Begin demolition of existing building and improvements to be removed. All demolition material shall be removed from the site and properly disposed of. 7.Rough grade building, driveway, and parking area. 8.Begin the excavation and installation of the stormwater management system. Protect trenches and open excavations from erosion. Entry into the system shall be blocked off until site has reached final stabilization. Once system has been installed, install plantings, seed where necessary, and reinstall measures to cordon off the system from disturbance. 9.During site construction maintain and re-establish as required erosion control and stabilization measures as required by the site plan and details. 10.Install gravel surface. Once installed, inlet to infiltrator system may be unblocked. 11.Install and backfill curbs, grade, place final soil topping and put in place permanent vegetative cover over all disturbed areas, landscape beds, slopes, etc. Winter 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 sequenced such 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 first frost. 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. MAINTENANCE SCHEDULE: 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 topsoil shall 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 100 1 INCH 85 TO 100 1/4 INCH 65 TO 100 NO. 200 MESH 20 TO 80 PERMANENT 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/ACRE ALT. A KENTUCKY BLUE GRASS 20 CREEPING RED FESCUE 28 RYE GRASS OR REDTOP 5 ALT. B CREEPING RED FESCUE 20 REDTOP 2 TALL FESCUE/SMOOTH BLOOM GRASS 20 3.SEEDING 3.1.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 LAYERS, BUT NOT TO DISLODGE PLANTING SOIL. 3.6.SEED BETWEEN APROL 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./ACRE: RAPIDLY GERMINATING ANNUAL RYEGRASS 20 (OR APPROVED EQUAL) PERENNIAL RYEGRASS 20 CEREAL OATS 36 SEEDING: SAME AS PERMANENT VEGETATIVE COVER. SILT SACK INLET PROTECTION SOIL STOCKPILE CONSTRUC. ENTRANCE CEMENT WASHOUT INSP. INSP. INSP. INSP. INSP. INSP. INSP. INSP. INSP. INSP. CLEAN/ REPLACE CLEAN/ REPLACE CLEAN/ REPLACE CLEAN/ REPLACE REMOVE REMOVE REMOVE REMOVE REMOVE GENERAL NOTES: 1. THE ENGINEER WHOSE SEAL APPEARS HEREON IF NOT RETAINED FOR SUPERVISION OF CONSTRUCTION, IS NOT RESPONSIBLE FOR CONSTRUCTION AND THEREFORE ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION PRACTICES, PROCEDURES, AND RESULTS THEREFROM. 2. THE ENGINEER SHALL NOT BE HELD RESPONSIBLE OR HELD ACCOUNTABLE FOR THE INTEGRITY OF ANY STRUCTURES CONSTRUCTED OR UNDER CONSTRUCTION PRIOR TO THE APPROVAL OF THE PLANS. 3. ALL WORK IS TO BE IN ACCORDANCE WITH THE TOWN OF YORKTOWN CODE AND NEW YORK STANDARDS AND SPECIIFICATIONS FOR EROSION AND SEDIMENT CONTROL. 4. ALL CONDITIONS, LOCATIONS, AND DIMENSIONS SHALL BE FIELD VERIFIED AND THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED OF ANY DISCREPANCIES. 5. ALL CHANGES MADE TO THE PLANS SHALL BE APPROVED BY THE ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS. ANY SUCH CHANGES SHALL BE FILED AS AMENDMENTS TO THE STORMWATER POLLUTION PREVENTION PLAN. 6. ALL WRITTEN DIMENSIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY SCALED DIMENSIONS. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL IN A "CODE 753" PRIOR TO CONSTRUCTION FOR UNDERGROUND UTILITY LOCATIONS. 8. 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 AFTER CONSTRUCTION. 11. ALL CONDITIONS, LOCATIONS AND DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE OWNER/ENGINEER NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO THE START OF WORK. THE OWNER/ENGINEER WILL EVALUATE THE SITUATION AND MODIFY THE PLAN AS NECESSARY. CONTRACTOR RESPONSIBILITIES: 1. ALL WORK ON THE PROJECT SHALL BE PERFORMED IN A WORKMAN LIKE MANNER AND SHALL BE IN ACCORDANCE WITH THE STANDARDS OF THE INDUSTRY. THE OWNER WILL BE THE SOLE JUDGE OF THE ACCEPTABILITY OF THE WORK. MATERIALS AND WORK DEEMED UNACCEPTABLE WILL BE REMOVED AND REDONE AT THE SOLE COST AND RESPONSIBILITY OF THE CONTRACTOR. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT HIS WORK AND WILL BE HELD RESPONSIBLE FOR CONSEQUENTIAL DAMAGES DUE TO HIS ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND OMISSIONS OF HIS EMPLOYEE, AND THEIR AGENTS AND EMPLOYEES, AND ANY OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A SEPARATE CONTRACT WITH THE CONTRACTOR. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY SHORE EXISTING UTILITIES IF REQUIRED BY CONSTRUCTION. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE THE TOWN ENGINEER IN ADVANCE OF HIS WORK OR AS THE INSPECTOR DEEMS APPROPRIATE. 5. ALL CONDITIONS, LOCATIONS AND DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE OWNER/ENGINEER NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO THE START OF WORK. THE OWNER/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 ON THESE DRAWINGS. ANY UNAUTHORIZED ALTERATION OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 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. 8. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND OMISSIONS OF HIS EMPLOYEES, SUBCONTRACTORS, AND THEIR AGENTS AND EMPLOYEES, AND ANY OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A CONTRACT WITH THE CONTRACTOR. 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 OF CONSTRUCTION. THE ENGINEER & OWNER SHALL BE NAMED AS ADDITIONAL INSURED. ALL CONTRACTORS EMPLOYED AT THE SITE SHALL BE COVERED BY WORKMAN'S COMPENSATION. GENERAL CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL REQUEST A BENCH MARK FROM THE SURVEYOR IN THE SAME DATUM AS THE DESIGN PLANS. 2. FINISHED GRADES SHALL BE OF SUCH ELEVATION THAT THE GROUND WILL SLOPE AWAY FROM IT IN ALL DIRECTIONS. 3. 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 5:00 P.M. NO BLASTING SHALL OCCUR ON HOLIDAYS, SATURDAY OR SUNDAY. ALL BLASTING SHALL ALSO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF NORTH SALEM AND NEW YORK STATE BLASTING ORDINANCES. 4. 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 OWNER SHALL RETAIN A SOILS ENGINEER TO EVALUATE AND PREPARE A DESIGN FOR THE CONDITION. 5. ROCK CUT STABILITY IS TO BE FIELD VERIFIED BY A GEOTECHNICAL ENGINEER AND SHALL BE MODIFIED IF REQUIRED. 6. NO CRUSHING/PROCESSING IS PERMITTED ON THE SITE WITHOUT PRIOR APPROVAL BY THE TOWN OF NORTH SALEM BOARD. 7. ALL DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE, OR LOCAL STANDARDS. IF NECESSARY THE REMOVAL SHALL BE DONE BY A CONTRACTOR LICENSED TO REMOVE AND DISPOSE OF VARIOUS MATERIALS.05-13JPT02-11-26 DATE: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 -COPYRIGHT © 2020 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:\2005\05-13 WILLIAM LASCALA\DWG\05-13 LASCALA SITE PLAN 01-19-2026.DWG 1/16/2017 3:19:52 PM5PROJECT #N/A----------------SITE DETAILSPREPARED FORWILLIAM LASCALASITE PLAN3276 GOMER STREETWestchester County, NYTown Of Yorktown6F:\2005\05-13 WILLIAM LASCALA\DWG\05-13 LASCALA SITE PLAN 01-19-2026.DWG 1/16/2017 3:19:52 PMSAW CUT PAVEMENT 12"12" D-3 PERMANENT PAVEMENT TEMPORARY PAVEMENT (TRENCH WIDTH)FINISHED GRADE 2" ASPHALT CONCRETE TOP COURSE - TYPE 6F NYSDOT ITEM NO. 403.1701 4" ASPHALT CONCRETE BINDER COURSE - TYPE 3 NYSDOT ITEM NO. 403.13 8" COMPACTED SUBBASE COURSE NYSDOT ITEM 304.05 TACK COAT EXPOSED EDGES, (TYP). APPROVED BACKFILL MATERIAL TRENCH WIDTH NOTE: 1.Pavement layer thickness shown are minimum values and shall match existing if greater. ROADWAY PAVEMENT REPLACEMENT DETAIL NOT TO SCALE NOT TO SCALE BUILDING CORNER GRADE 4" PVC ROOF DRAIN 4" HDPE ROOF DRAIN PARKING LOT 12" MIN. SLOPE 1% MIN SLOPE 2% MIN 4" HDPE FOOTING DRAIN TO CONNECT FOOTING DRAIN INSTALLED BY OWNER ROOF & FOOTING DRAIN CONNECTION DETAIL RAIN GARDEN DETAIL NOT TO SCALE SW-2 SOIL MEDIA SPECIFICATIONS: COMPOSITION - 50% SAND, 20-30% TOPSOIL W/ LESS THAN 5% CLAYS, 20-30% LEAF COMPOST POROSITY - 0.20 DRAINAGE LAYER SPECIFICATIONS: POROSITY - 0.40 PLANT SPECIFICATIONS: Suggested Shrubs List Suggested Herbaceous Plant List WITCH HAZEL(Hamemelis virginiana)CINNAMON FERN (Osmunda cinnamomea) WINTERBERRY(Ilex verticillata)CUTLEAF CONEFLOWER (Rudbeckia laciniata) ARROWWOOD (Viburnum dentatum)WOOLGRASS (Scirpus cyperinus) BROOK-SIDE ALDER (Alnus serrulata)NEW ENGLAND ASTER (Aster novea-angliae) RED-OISER DOGWOOD (Cornus stolonifera)FOX SEDGE (Carex culpinoidea) SWEET PEPPERBUSH (Clethra alnifolia)SPOTTED JOE-PYE WEED (Eupatorium maculatum) SWITCH GRASS (Panicum virgatum) GREAT BLUE LOBELIA (Lobelia siphatica) WILD BERGAMOT (Monarda fisulosa) RED MILKWEED (Asclepias incarnata) PONDING LAYER - 6" MAX MULCH LAYER SOIL MEDIA LAYER 12" - 18" MAX DRAINAGE LAYER 0.05 FT - 1 FT TYP. 3" PONDING DEPTH 2" MULCH BED 12" SOIL MEDIA 24" WASHED GRAVEL UPLAND BARRIER SEE NOTE NOTE: 1.The upland side of the rain garden shall be protected from upgradient subsurface conditions with the installation of either a 12" thick clay barrier or placement of 6 mil polyethylene sheeting along the excavated side-walls of the drainage layers. 2.CALCULATIONS PROVIDED ON THE IMPROVEMENT PLAN. DESIGN RAINGARDEN SURFACE GUIDELINE 2" MULCH BED 3" PONDING DEPTH 12" SOIL MEDIA 24" WASHED GRAVEL SEWER CONNECTION TO PROPOSED MAIN-LINE DETAIL NOT TO SCALED-2 NOTES: 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 during construction 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 trench inspection. 5.All fittings to be white H.D. as manufactured by GPK Products Inc. or approved equal. 6.For backfilling requirements of sewer service see "Sewer Main/Sewer Service Trench Detail".FROM PROPOSEDRESIDENCEPROPOSED 4"Ø PVC SDR-35 OR DIP SANITARY SEWER SERVICE LATERAL CONNECTION 4" Ø WYE BRANCH SIZED TO FIT MAIN LINE PROPOSED SANITARY SEWER MAIN FLOW SLOPE 0.4% MIN FLOW PLAN 6" MIN. BED OF 3/4" WASHED GRAVEL OR CRUSHED STONE UNDER SEWER SERVICE LINE AND ABOVE PIPE 30° OR 45° BEND PROPOSED 4"Ø PVC SDR-35 OR DIP SANITARY SEWER SERVICE LATERAL CONNECTION (2.0% - MIN. PITCH) 4" Ø WYE BRANCH SIZED TO FIT MAIN LINE 3/4" WASHED GRAVEL OR CRUSHED STONE ALL AROUND UNDISTURBED OR COMPACTED EARTH PROPOSED SANITARY SEWER MAIN SECTION 45° MAX.6"MIN.MIN 1/ 4 " P E R F T ( 2 % ) FROM P R O P O S E D RESID E N C E D-1 6" Ø PVC PIPE TO CATCH BASIN SLOTTED DOME OVERFLOW PONDING DEPTH R-1 NOT TO SCALE ASPHALT DRIVEWAY & CURB DETAIL 5" 6" 1"R 2" 2"R 3 1/2" TACK COAT ALL CONTACT SURFACES 2" SURFACE COURSE 3" BINDER COURSE 2-1/2" ASPHALT CONCRETE TOP COURSE N.Y.S. ITEM NO. 403.16 6" COMPACTED N.Y.S. D.O.T. ITEM NO. 304.05 2' SHOULDER 4" ASPHALT CURB 2% SLOPE 12' MIN. C L WATER SERVICE BEDDING DETAILW-1 PAVEMENT OR GROUND SURFACE SIDES OF TRENCH MAY BE SLOPED TO SUIT SOIL CONDITION SOIL ROCK SELECT WELL-GRADE TAMPED BACKFILL (12" LIFTS MAX.)4'-0" MIN.5'-0" MAX TO GRADE24"MIN.12" MIN. 8" MIN. COPPER WATER SERVICE 12" MAX 8" MIN.24"MIN.12" MAX 8" MIN.4'-0" MIN.5'-0" MAX TO GRADEPIPE 6"MIN.ROCKSUITABLE SOIL 6"MIN.NO ROCK TO PROTECT WITHIN THESE LINES GRAVEL OR CRUSHED STONE FOUNDATION MATERIAL SELECT WELL-GRADE TAMPED 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 sand 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 to adequately 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. 12" MIN. 8" MIN. CLEAN SUITABLE SOIL OR SAND BACKFILL W/ LITTLE TO NO ROCK RIP-RAP SWALE DETAIL SYMBOL RR 12" BOTTOM WIDTH 6" NOTES: 1.The foundation area shall be cleared of trees, stumps,sod, loose rock, or other objectionable materials. 2.The cross section shall be excavated to the neat lines and grades shown on the plans. Over excavated areas shall be backfilled with moist soil compacted to the density of the surrounding material. 3.Filter, bedding, and rock riprap shall be placed to line and grade in the manner specified. 4.No abrupt deviations from design grade or horizontal alignment shall be permitted. 5.Construction operations shall be done in such a manner that erosion, air and water pollution will be minimized and held within legal limits. All disturbed areas shall be vegetated or otherwise protected against soil erosion. MIN. 12" THICK STONE LAYER 3" - 8" STONE RIP-RAP d50 = 6" dMAX = 8" FILTER FABRIC TURN DOWN 6" AT ENDS 6" DEEP SW-1 1'-6" 2H 1V 3 FT WIDE 1V 2H NOT TO SCALE NOT TO SCALE SEWER SERVICE TRENCH DETAIL NOT TO SCALE S-1 GROUND SURFACE FINISHED GRADE TOPSOIL (4" MIN.), SEED AND MULCH OR WHEN IN PAVEMENT SEE PAVEMENT DETAIL SEWER SERVICE LINES SHALL HAVE METALLIC TAPE LABELED "CAUTION SEWER SERVICE LINE BELOW" SET AT BOTH 12" AND 24" BELOW FINISHED GRADE OVER CENTERLINE OF SEWER SERVICE 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 NO STONES GREATER THAN 2" IN DIAMETER. BACKFILL MATERIAL MAY CONTAIN STONES UP TO 6" IN THEIR GREATEST DIMENSION FROM 24" ABOVE THE TOP OF THE PIPE TO THE BOTTOM OF THE SUBGRADE. ALL BACKFILL MATERIAL SHALL 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 OF THE LOWEST SET OF BRACING UNLESS OTHERWISE SPECIFIED BY TOWN ENGINEER (TYP.) INITIAL BACKFILL HANDFILL OR MACHINE PLACED LITTLE OR NO TAMPING REQUIRED ON TOP OF PIPEDEPTH VARIESPIPE EMBEDMENTD4' MIN. (SEWER MAINS)3'-6" MIN. (SEWER SERVICE)6"4"- 6"SPRING LINE HAUNCHING BEDDING TRENCH WIDTH = D+2' MIN. PAYMENT LIMITS, BEDDING, HAUNCHING AND INITIAL BACKFILLS CONCRETE STRUCTURAL SUPPORT IF NEEDED SEE CONCRETE CRADLE DETAIL SEWER SERVICE UNDISTURBED EARTH 3/4" WASHED GRAVELOR CRUSHED STONENOTES: 1.Sewer service pipe shall be PVC SDR-35 in all cases except where depth of cover exceeds 10 ft. In cases where cover exceeds 10 ft, sewer service pipe shall be a min. PVC SDR-26. When a sewer main is installed in a fill section, the fill shall be compacted to a min. 95% standard proctor and certified to the Town of Yorktown. 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 freezing and superimposed loading.05-13JPT02-11-26 DATE: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 -COPYRIGHT © 2020 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:\2005\05-13 WILLIAM LASCALA\DWG\05-13 LASCALA SITE PLAN 01-19-2026.DWG 1/16/2017 3:19:52 PM6PROJECT #N/A----------------EROSION ANDSEDIMENTCONTROLDETAILSPREPARED FORWILLIAM LASCALASITE PLAN3276 GOMER STREETWestchester County, NYTown Of YorktownJPT02-11-266SOIL STOCKPILE DETAIL NOT TO SCALE E-2 NOTES: 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 stabilized with vegetation or covered. 4.See detail for installation of silt fence. STRAWBALES OR SILT FENCE MIN. SLOPEMIN. SLOPE SLOPE OR LESS STABILIZE ENTIRE PILE WITH VEGETATION OR COVER SYMBOL 2 1 SS E-4 EXISTING GRADE COMPACTED SUBGRADE FILTER CLOTH SECTION A-A 3" CLEAN STONE MOUNTABLE BERM (OPTIONAL SEE NOTE 5) 10'-0" MINIMUM WIDTH 6" MIN.EXISTING P A V E M E N T 10'-0"30'-0" MINIMUM EXISTINGPAVEMENT10'-0"12'-0" MINIMUM10'-0"MINIMUMSTART AT EXIST. PAVEMENT PLAN SYMBOL INSTALLATION 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 foot minimum 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 ft if single entrance to site. 5.Surface water - all surface water flowing or diverted toward construction entrances shall be piped across 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 of sediment onto public right of way this may require periodic top dressing with additional stone as conditions demand and repair and/or cleanouts of any measures used to trap sediment. All sediment spilled, 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 an approved sediment trapping device. 8.Periodic inspection and needed maintenance shall be provided after each rain A STABILIZED CONSTRUCTION ACCESS DETAIL SILT FENCE DETAIL NOT TO SCALEE-1 WOOD OR METAL DRIVE POSTS AT 8'-0" O.C. MAX. ATTACH SILT FABRIC ON UPHILL SIDE OF POSTS AND BACKFILL OVER FABRIC PROPEX SILT STOP FABRIC OR APPROVED EQUAL SOIL TO BE RETAINED DIG 6"X6" TRENCH INSTALL FABRIC AND BACKFILL NATIVE SOIL EXISTING AREA TO BE PROTECTED FLOW FLOW 10' O.C. MAX. 36" MIN. FENCE POSTS, DRIVEN MIN. 16" INTO GROUND 16" MIN. HEIGHT OF FILTER ABOVE GROUND 6" MIN. EMBEDMENT PERSPECTIVE VIEW SECTION FLOW WOODEN FENCE POST 4 FT. LENGTH SUPPORT NET FILTER FABRIC ANCHOR FABRIC 6" BELOW EXISTING CHANNEL WHEN CROSSING STREAM CHANNEL3'-0" MIN.1'-0" MIN.ELEVATION PLAN VIEW: JOINING SECTIONS SECTION POSTS FASTENED TOGETHER EMBED FILTER CLOTH MIN. 6" INTO GROUND FLOW UNDISTURBED GROUND NOTES: 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 mirafi 100x, stabilinka t140n or approved equal 3.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 of flow). 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 require an intercept trench. 8.Join sections as shown above.20" MIN.16" MIN.SYMBOL CEMENT TRUCK WASHOUT PIT DETAILE-6 NOT TO SCALE NOTE: 1.Upon hardening of washout concrete residual, material may be left in place and buried or broken up for removal and disposal. 2.Once the washout material reaches 6" from the surface, a new pit should be created for additional washout concrete residual. 3.The washout pit shall be located at least 50 ft. from storm drains, open ditches,or waterbodies. 4.Inspections shall be made daily. When 75% capacity has been reached a determination shall be made as to whether materials shall be removed. Upon removal and disposal of materials the liner shall be checked for tears. If so liner shall be replaced. Liquids shall be shall be removed by pumping out and disposed of in a proper manner. Solid washout waste can be broken up and buried on site or disposed of off site. 3.5 +/- APPROX. 10' LONG X 6 FT WIDE EXCAVATE PIT TO APPROXIMATE DIMENSIONS SHOWN CEMENT TRUCK WASHOUT SPOILSSTAKED STRAW BALE AROUND PERIMTER 10 MIL. PLASTIC SHEETING LINING THE WASHOUT PIT AND EXTENDING OVER THE HAYBALES INLET PROTECTION DETAIL NOT TO SCALEE-3 3:1 SLOPE 2:1 SLOPE PLAN INLET 3/4" WASHED GRAVEL SURROUNDING INLET TEMPORARY SEDIMENT POOL 1 FT MIN 2 FT MAX SUBGRADE SYMBOL SECTION 1' OF GRAVEL FILTER INLET 3/4" WASHED GRAVEL SURROUNDING INLET CONCRETE BLOCK CONCRETE BLOCK 1'' REBAR FOR BAG REMOVAL FROM INLET DUMP STRAP SLICK SACK 2 EACH DUMP STRAPS DEPTH=D INSTALLATION DETAIL BAG DETAIL EXPANSION RESTRAINT (S1#4; NYLON ROPE. 2" FLAT WASHERS). DUMP STRAP 1" REBAR FOR BAG REMOVAL FROM INLET. LENGHT = L DEPTH = D BOARD FENCE WRAPPED AROUND TRUNK. 1" GAP BETWEEN BOARDS TREE TRUNK ARMOR / TREE PROTECTION DETAIL NOT TO SCALEE-7 NOTES: 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 trees to be protected as per the construction fence detail. SMALL FEEDER ROOTS AT EDGE OF BRANCH SYSTEM TEMPORARY ORANGE CONSTRUCTION FENCE SYMBOL 36"SILT SACK DETAIL NOT TO SCALEE-5 05-13 PLANNING BOARD TOWN OF YORKTOWN RESOLUTION APPROVING A MS4 STORMWATER MANAGEMENT PERMIT FOR WILLIAM LASCALA RESOLUTION NUMBER: #00-00 DATE: _____________ On motion of _____, seconded by _____, and unanimously voted in favor by Fon, Bock, Garrigan, Haughwout, and Reardon, 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 MS4 Stormwater Management Permit for the plan titled, “Site Plan Prepared for William LaScala,” prepared by Site Design Consultants, dated February 11, 2026, was submitted to the Planning Board on behalf of William LaScala (hereinafter referred to as “the Applicant”); and WHEREAS the property owned by William LaScala is located at 3276 Gomer Street, also known as Section 17.13, Block 2, Lot 94 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; and WHEREAS the applicant has submitted as part of his application the following maps and documents: 1. A drawing, Sheet 1 of 5, titled “Site Plan,” prepared by Site Design Consultants, dated October 22, 2025, and last revised December 18, 2025; and 2. A drawing, Sheet 2 of 5, titled “Existing Conditions Plan,” prepared by Site Design Consultants, dated October 22, 2025, and last revised December 18, 2025; and 3. A drawing, Sheet 3 of 5, titled “Erosion and Sediment Control Plan,” prepared by Site Design Consultants, dated October 22, 2025, and last revised December 18, 2025; and 4. A drawing, Sheet 4 of 5, titled “Notes,” prepared by Site Design Consultants, dated October 22, 2025, and last revised December 18, 2025; and William LaScala Resolution #00-00 MS4 Stormwater Management Permit Page 2 of 3 5. A drawing, Sheet 5 of 5, titled “Details,” prepared by Site Design Consultants, dated October 22, 2025, and last revised December 18, 2025; and WHEREAS the proposed single-family home is located on a parcel that was created by a Subdivision entitled “Minor Subdivision of Property for William LaScala,” dated March 27, 1978, and last revised May 31, 1979 (hereinafter referred to as “the Plat”); and WHEREAS the approved Plat shows a shared curb cut and common driveway easement for the two parcels and the proposed plan shows a new curb cut and separate driveway for the new home; and WHEREAS the proposed finished first floor elevation of the proposed home is 618.5’, where 613’ was originally approved as shown on the Plat; and 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 No report submitted Town Engineer No report submitted WHEREAS the requirements of this Board's Land Development Regulations, Town Code Chapter 195, have been met; 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 and closing on April 6, 2026 at Town Hall in Yorktown Heights, New York; BE IT NOW RESOLVED that the application of William LaScala for the approval of a MS4 Stormwater Management Permit with submitted plan titled, “Site Plan Prepared for William LaScala,” prepared by Site Design Consultants, dated February 11, 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 William LaScala Resolution #00-00 MS4 Stormwater Management Permit Page 3 of 3 Engineer. Additional requirements: 1. Applicant must obtain all necessary permits from outside agencies if required. 2. Upon completion of the project, the Applicant must submit an as-built survey showing all improvements on the site. BE IT FURTHER RESOLVED the additional curb cut will not have a significant impact and is acceptable to this Board; and BE IT FURTHER RESOLVED that the house location and finished first floor elevation of 618.5', where 613.0' was originally approved will not have a significant impact and is acceptable to this Board; and BE IT FURTHER RESOLVED, the change in finished floor elevation has been referred to ABACA for review, and approval of the change in finished floor elevation is subject to their review and acceptance of the proposed finished floor elevation of 618.5'; and BE IT FURTHER RESOLVED, that in accordance with Town Code Chapter 248, the application of William LaScala for the approval of a Stormwater Pollution Prevention Plan Permit #FSWPPP-006-26 is approved subject to the conditions listed therein; and RESOLVED, Permit #FSWPPP-006-26 shall not be valid until it has been signed by the Chairman of this Board; 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. F:\Office\WordPerfect\Current_Projects\LaScala - 17.13-2-94\Resolutions\DRAFT Resolution - LaScala - 2026-03- 31.docx Ryder Subdivision Robyn A. Steinberg, AICP, CPESC 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: April 3, 2026 Subject: Ryder Subdivision SBL: 48.06-1-12; 532 Underhill Avenue ____________________________________________________________________________________ The Ryder Subdivision submitted its final plat for review and signature. In reviewing the plat, the Planning Department determined that the lot line between the two properties had been adjusted to accommodate larger septic fields that were required by the Department of Health. If the Planning Board has no planning objections, they can vote to approve an amended subdivision plat resolution. Respectfully submitted, Ian Richey Assistant Planner PLANNING BOARD TOWN OF YORKTOWN RESOLUTION APPROVING AN AMENDED SUBDIVISION PLAT TITLED RYDER SUBIDIVISON 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 subdivision plat titled “Ryder Subdivision,” prepared by Spinelli Surveying, dated May 30, 2024, and last revised November 21, 2024, was submitted to the Planning Board on behalf of Andrew and George Ryder (hereinafter referred to as “the Applicant”); and WHEREAS, the property owned by the Applicant is located at 532 Underhill Avenue, Yorktown Heights, also known as Section 48.06, Block 1 Lot 12 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 WHEEAS, this subdivision was previously approved by Resolution #24-21, dated September 23, 2024; and WHEREAS, the applicant has submitted as part of his application the following maps and documents: Plat 1. A map, titled “Ryder Subdivision,” prepared by Spinelli Surveying, dated May 30, 2024, and last revised November 21, 2024; Improvement Plans 1. A drawing, Sheet 1 of 8, titled “Site Plan,” prepared by Site Design Consultants, dated February 15, 2022 and last revised September 11, 2024; 2. A drawing, Sheet 2 of 8, titled “Existing Conditions Plan,” prepared by Site Design Consultants, dated December 22, 2022 and last revised September 11, 2024; 3. A drawing, Sheet 3 of 8, titled “Improvement Plan,” prepared by Site Design Consultants, dated February 15, 2022 and last revised September 11, 2024; 4. A drawing, Sheet 4 of 8, titled “Erosion & Sediment Control,” prepared by Site Design Consultants, dated February 15, 2022 and last revised September 11, 2024; Ryder Subdivision Resolution #00-00 Amended Subdivision Approval Page 2 of 2 5. A drawing, Sheet 5 of 8, titled “Notes,” prepared by Site Design Consultants, dated February 15, 2022 and last revised September 11, 2024; 6. A drawing, Sheet 6 of 8, titled “Site Details,” prepared by Site Design Consultants, dated February 15, 2022 and last revised September 11, 2024; 7. A drawing, Sheet 7 of 8, titled “Erosion Detail,” prepared by Site Design Consultants, dated February 16, 2022 and last revised September 11, 2024; 8. A drawing, Sheet 1 of 8, titled “Septic Details,” prepared by Site Design Consultants, dated February 16, 2022 and last revised September 11, 2024; BE IT THEREFORE NOW RESOLVED that the application of Andrew & George Ryder for approval of an amended subdivision plat titled “Ryder Subdivision,” prepared by Spinelli Surveying, dated May 30, 2024, last revised November 21, 2024, be approved subject to the following modifications and conditions and that the Chairman and Secretary of this board be and hereby are authorized to endorse this board's approval on said plat upon compliance by the applicant with such modification and additional requirements as noted. If such modifications are not made and such conditions are not fulfilled within 180 days from the date of this resolution the plat shall be deemed disapproved. RESOLVED, the plat shall be modified to show: 1. The correct area for lots 12.1 and 12.2. RESOLVED, the improvements plans shall be modified to show: 1. The correct area for lots 12.1 and 12.2. BE IT FURTHER RESOLVED, that all requirements of Planning Board Resolution #24-21 remain in full force and effect; and BE IT FURTHER RESOLVED, that the approved plat shall be recorded and filed in the County Clerk’s office within 30 days from the signature on the plat, otherwise said approval shall become null and void. F:\Office\WordPerfect\Current_Projects\Ryder Subdivision\Resolutions, Permits\Word dox\Draft resolution ryder subdivision.docx 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 oFYoltk, Registrar of Vital Statistics dquast@yorktownny.org o ti Telephone: (914) 962-5722 x 208 Fax: (914) 962 6591 c788 Ax en ':- 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 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. 43,325.00 2. J.K. Fence Contractors, LLC 76,461.68 3. Northern Fence Company Inc. 78,500.00 4. Security Fence Systems,Inc. 69,645.00 5. Spitale Construction Resources Inc. 55,917.00 6. Sport-Tech Construction Corp.64,000.00 7. WBE Fence Company Inc. 29,280.00 8. American Improvements 72,134.40 9. Cavallo & Sons Landscaping Corp. 38,000.00 10. Central Industries, Inc. 57,930.00 11. DeRosa Sports Construction Inc. 40,000.00 12. Giacorp Contracting Inc.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. G2keed Diana L. Quast, Town Clerk Master Municipal Clerk Date: October 2, 2024 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 TB Referral – Chapter 13 – Building Construction & Fire Prevention 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 13 entitled “Building Construction & Fire Prevension,” regarding lock boxes. 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 April 13, 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 Chapter 13 entitled “Building Construction & Fire Prevension,” regarding lock boxes DATE: March 24, 2026 Application/Petition Report Drawings Permit Application EAF SEQRA Scope EAF Addendum Other – Proposed Local Law FOR YOUR: Information Review Comment A LOCAL LAW to amend Chapter 13 of the Code of the Town of Yorktown entitled “Building Construction and Fire Prevention” 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. Sections 130-5 and 130-6 of the Code of the Town of Yorktown is hereby replaced with the following language: § 130-5. Key lock box requirements. A. All commercial occupancies shall have a rapid entry key lock box installed. The Building Inspector shall ensure a key lock box is installed prior to issuance of a certificate of occupancy. B. The key lock box shall be located at or near the recognized public entrance. The key lock box shall be located at a height of not more than 6 feet and not less than 2 feet above final grade. The location shall be determined by the appropriate Fire District Chief. C. No steps, displays, signs or other fixtures or structural protrusions shall be located under the key lock box which would allow intruders unimpeded access to the box. D. If provided, the key lock box shall be connected to the structure's security alarm system or fire alarm system. The telephone or network connection of the key lock box shall be wired so as to provide a supervisory alarm signal to the central station in the event that the key lock box is opened or removed from the wall. E. The key lock box shall contain the keys for the following, and the keys shall be labeled so as to be easily identified in the field: (1) The main entrance door. Mixed occupancies and strip shopping center keys shall be provided only for occupancies where system control valves or a fire alarm system panel exists. (2) The alarm room (if one exists). (3) Mechanical rooms and sprinkler control rooms. (4) The fire alarm control panel. (5) Electrical rooms. (6) Resetting of pull stations or other fire-protection devices. (7) Elevators. The fire service key shall be a Yale No. 2642 key or the preexisting key. (8) Other rooms as specified during the plan review process or as required during a fire inspection. F. There shall be minimum requirements for the key lock box as outlined below. (1) The lock shall be a MEDICO Biaxial Level 7 or equivalent. (2) Key vaults shall have the ability to be master keyed. (3) Locks shall be designed for high resistance to drilling, picking, punching or pulling. (4) Lock codes and key sections shall be unconditionally restricted by the manufacturer for use by Yorktown and Lake Mohegan Fire Districts. (5) Locks shall be listed under Underwriters Laboratories, Inc., UL No. 437, the standard for safety key locks. (6) Rapid-entry systems shall offer key vaults under UL No. 1610, the standard for central station alarm units for use with UL-listed alarm systems. (7) Rapid-entry systems shall offer key vaults under UL No. 1037, the standard for antitheft alarms and devices. (8) Official Underwriters Laboratories, Inc., listing cards shall be supplied upon request. (9) A fully inserted key shall withstand a minimum of 50 inch-pounds of torque. (10) Key vaults shall have weatherproof gasket seals of neoprene material or better around openings. (11) Key vaults shall have covered lock openings constructed of heavy-gauge steel designed to resist vandalism. (12) Key vaults shall have a minimum wall thickness of 1/4 inch and a door thickness of 1/2 inch plate steel. (13) Cabinet-style vaults for document storage shall have a minimum wall and door thickness of 1 /8 inch plate steel with an additional drill-resistant hard plate to protect the lock mechanism. (14) Cabinet-style vaults for document storage shall be available with two separate locks. The key to either lock shall open the vault. (15) The Yorktown Fire District and the Lake Mohegan Fire District shall be in complete control of rapid-entry system authorization and operation for their fire district. (16) The rapid-entry system shall utilize approved signature(s) from the Chief of the fire district whose fire district covers the structure. In the event that the Fire Chief is not able to sign the order form, he may designate up to two alternates for the Fire District’s approval of the order form. (17) The manufacturer at its factory shall maintain UL-listed fireproof cabinets to protect the original records of the order forms and related records. (18) The factory records shall include installation locations, receiving party signature and Fire 3 District authorized signatures and the original order form. (19) Order records shall be available upon request for inspection by the Building Inspector, the Yorktown Heights Fire District and the Lake Mohegan Fire District. (20) Neither the Town of Yorktown nor the Yorktown Heights and Lake Mohegan Fire Districts shall be required to purchase or sell rapid-entry system products. (21) The Yorktown Heights and Lake Mohegan Fire Districts shall each have separate master keys for their districts so that each master key will be unique to each district. § 130-6. Emergency response repository container unit (lock box) general requirements. The owner or operator of any facility which is required to prepare or have available a material safety data sheet or an emergency and hazardous chemical inventory form under Subtitle B, Sections 311 and 312 of Tide III of the Superfund Amendments and Reauthorization Act of 1986 (SARA Title III), shall provide a repository container (lock box) at the facility site as set forth below. A. The information contained in the repository (lock box) shall include the following information for emergency response personnel: (1) A current list of the key facility personnel knowledgeable about safety procedures of the materials on site, complete with the telephone numbers for each person. (2) A current emergency and hazardous chemical inventory form and a binder containing the material safety data sheets (MSDS) or, in the event that the volume of MSDS sheets is too great to keep practically in the repository container, the location of the on- site MSDS sheets, and the MSDS sheets shall be readily available for use by emergency response personnel. (3) A facility site plan, which shall include the following: (a) The location of storage and use of hazardous materials on site. (b) The location of on-site emergency fire-fighting and spill cleanup equipment. (c) A diagram of the complete sewer system and water system showing fire hydrant and water main locations and sizes. (d) Any building floor plan deemed necessary by the Fire District officials. B. All keying shall be in accordance with the above requirements of the minimum standards for key lock boxes. 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 4 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. TB Referral – Chapter 219 – Peddling & Soliciting 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 219 entitled “Peddling & Soliciting.” 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 April 13, 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 219 entitled “Peddling & Soliciting.” DATE: March 24, 2026 Application/Petition Report Drawings Permit Application EAF SEQRA Scope EAF Addendum Other – Proposed Local Law FOR YOUR: Information Review Comment Chapter 219 PEDDLING AND SOLICITING § 219-1. Purpose; statutory authority. § 219-8. Special provisions for veteran § 219-2. Definitions. § 219-9. Stationary locations. § 219-3. License required. § 219-10. Penalties for offenses. § 219-4. Exemptions. § 219-11. Hours of operation. § 219-5. Fees. § 219-12. Do-Not-Knock Registry. § 219-6. § 219-7. Filing of application; criminal history check. Method of issuing license or denial of license; conditions; fee; appeals. § 219-13. § 219-14. Transferability. (Reserved). [HISTORY: Adopted by the Town Board of the Town of Yorktown 10-1-1991 by L.L. No. 31- 1991. § 219-1. Purpose; statutory authority. It is the intent of the Town of Yorktown to ensure that peddling and soliciting in the Town is conducted in a safe and peaceful manner without inconvenience to Town residents. This chapter is enacted pursuant to the police power of the Town, Subdivision 8 of § 32 of the General Business Law of the state and any and all other applicable laws, rules and regulations of the state. Nothing contained herein shall be deemed to conflict with any such laws, rules or regulations. § 219-2. Definitions. For the purpose of this chapter, the following definitions shall apply: COMPANY — Any association of individuals, partnerships, firms, corporations, societies or any other organization. ESTABLISHED PLACE OF BUSINESS — A permanent building, store or depository in which or where the person transacts business and deals in goods, wares, merchandise or services in the ordinary and regular course of business. HANDBILL — Any printed or written matter, any sample or device, or any other printed or otherwise reproduced original or copies of any matter or literature, including but not limited to circular, leaflet, pamphlet, paper, or booklet. PEDDLE — To go from house to house, from store to store, from place to place or from street to street, or to deal out, distribute or dispense, to sell and make immediate delivery or to offer for sale and deliver any goods, wares, merchandise or provisions, including books or periodicals, in possession of the seller or any combination thereof at any place within the Town of Yorktown other than from a fixed place of business. PEDDLER — Any individual, firm, partnership, corporation, unincorporated association and any principal or agent thereof who, in any street or public place or by going from house to house or from place to place or any combination thereof, on foot or from any vehicle, sells, barters, offers for sale or barter or carries or displays for sale or barter, any goods, wares, merchandise or services. For the purposes of this chapter, the entity which engages a person as their agent for the purposes of peddling is also considered a peddler within the meaning of this section and is subject to the provisions of this chapter. The words "peddler," "hawker" and "huckster" are considered synonymous terms. PUBLIC PLACE — Any street, sidewalk, alley or other public way and public park, square, space or grounds or any publicly owned or leased land or buildings. SOLICIT — To go from house to house, from store to store, from place to place or from street to street to sell or take orders for goods, wares, merchandise or provisions, including books or periodicals, for future delivery, or for services to be performed at any place within the Town of Yorktown, or to distribute advertising matter. SOLICITOR — Any person, either principal or agent, traveling either by foot or by any conveyance from place to place, from house to house or from street to street or any combination thereof, who takes or offers to take orders for the sale of any goods, wares or merchandise, for present or future delivery or for the performance of future services, whether or not he or she collects advance payments for such sale or service. For the purposes of this chapter, the entity which engages a person or his or her agent for the purpose of soliciting, is also considered a solicitor within the meaning of this section and is subject to the provisions of this chapter. STATIONARY LOCATION — Includes any point or distance within 0.3 of a mile in all directions of a stationary location. VEHICLE — Any motor vehicle as defined in the Vehicle and Traffic Law of New York. VEND — To peddle, hawk, sell, barter or lease, or to offer to sell, barter or lease, or to display for sale, barter or lease any goods, wares, merchandise or services in a public place. § 219-3. License required. It is prohibited to engage in itinerant trading, hawking and peddling or making a sale by sample and taking orders for future delivery of goods, produce, wares, books, magazines and periodicals or merchandise of any description, in or upon the public highways or public places of the Town or upon private property, by calls from house to house, without obtaining a license as herein provided. A license must be obtained by each individual who peddles or solicits, regardless of whether or not he or she is affiliated with a company, firm, partnership, corporation, unincorporated association or is a principal or agent thereof of any entity which engages a person as their agent for the purposes of peddling. § 219-4. Exemptions. Such prohibition shall not apply to: The peddling of meats, fish, fruit and farm produce by farmers and persons who produce such commodities, nor does it apply to any person, firm or corporation who operates a regularly established place of business within the Town of Yorktown to which orders may be given through a delivery man, nor does it apply to any charitable, educational, fraternal or religious organization. A sale conducted pursuant to an order of any court. A child 18 years of age or under who resides within the Town of Yorktown and who solicits or peddles on behalf of a charitable, religious, athletic, social, educational or civic organization, including but not limited to Scouting America or clubs, classes or organizations sponsored by a public or private school. A not-for-profit-organization's sale of food ancillary to a fundraising event, such as a picnic or carnival, that lasts no longer than five consecutive days. This exemption shall not apply to any door-to-door peddling or soliciting. § 219-5. Fees. Trucks and conveyances. The license fee payable by each peddler for each unit, truck or any conveyance carrying wares shall be in accordance with the Town’s Master Fee Schedule. The license is to be displayed in the vehicle at all times while soliciting in the Town of Yorktown. The license fee for each solicitor or peddler going from door to door shall be in accordance with the Town’s Master Fee Schedule. § 219-6. Filing of application; criminal history check. Any person desiring a license, as herein provided, shall file with the Town Clerk a written application therefore duly verified by the applicant upon blank forms provided by the Town Clerk. A license may be taken out only by an individual and not in the name of a firm, corporation, association, club or other group. Such application shall include, but not be limited to, the following information: The name, address, date of birth, social security number and motorist identification number of said person, and the name of any corporation, firm, association, club, partnership or other organization involved. A description of the type of goods, wares and/or merchandise that the applicant wishes to sell or solicit orders for. A description of the vehicle that the applicant wishes to use in carrying out his/her business or occupation. The owner of the vehicle and registration details thereof. The County Health Department permit number, if a food vendor. If peddling or soliciting for a corporation, the date of incorporation, state in which it is incorporated and name, address, date of birth and social security number of all officers. Whether applicant has ever been convicted of a crime and, if so, under what name, with a listing of such convictions, including crime, jurisdiction, date and sentence imposed. All applicants must be fingerprinted by a third-party agency under contract with the New York State Division of Criminal Justice Services [DCJS]. Applicants shall be responsible for the fingerprinting fee, the processing fee and all other associated fingerprinting fees. The third-party agency will then submit the fingerprints to the DCJS for a criminal background investigation. The Town of Yorktown Police Chief and/or his or her designee shall be responsible for reviewing the criminal history record information (CHRI) disseminated by DCJS. All applicants are responsible for ensuring that their background check and any CHRI, including but not limited to any information provided by DCJS, is provided to and reviewed by the Police Chief and/or his or her designee prior to any application being determined by the Town Clerk. Each applicant must file with his/her application two unmounted, unretouched photographs of himself/herself, 1 1/4 inches by 1 1/2 inches in size, taken within 30 days preceding the filing of the application. One photo shall be attached to the license when issued, the other shall be affixed to the application. Any decision regarding a prospective applicant's fitness for a permit based upon a conviction contained in the criminal history background information obtained from the DCJS must be made upon consideration of New York State Correction Law §§ 701 through 703-b and §§ 751 through 753. § 219-7. Method of issuing license or denial of license; conditions; fee; appeals. The Town Clerk, with such assistance from the Police Department as may be reasonably necessary, shall investigate all applications and shall, thereafter, issue or deny said license to the applicant. The Town Clerk shall refuse issuance of a license to any person who has been convicted of a felony. The license shall automatically expire on December 31 following the date of its issuance. The date of issuance and expiration of the license, as well as the purpose for which it has been issued, shall be set forth on the face thereof. The license shall be carried on the person of the licensee at all times while being exercised and shall be exhibited by the licensee to any person on demand thereof. A picture of the applicant shall appear on the valid license with the Town Seal imprinted on same. The license shall not be transferable or assignable. In the event that a licensee shall permit any person other than himself/herself to possess or use such license, such license shall automatically be revoked, and the licensee shall thereby be guilty of violating this chapter, and no application for a future license may be made for a period of one year from the date of revocation. The license is good only for the purposes stated thereon, and any change of product being sold or offered for sale, without written consent from the Town Clerk, shall constitute cause for revocation of the license, and the licensee shall thereby be guilty of violating this chapter, and no application for a future license may be made for a period of one year from the date of revocation. If a Board of Health or other county permit is required, the sale of a product not covered by such permit shall be a violation of this chapter, and no application for a future license may be made for a period of one year from the date of revocation. An applicant who has had a license denied or revoked by the Town Clerk may appeal to the Town Board in writing. The Town Board will thereafter hold a public hearing to review the determination of the Town Clerk. § 219-8. Special provisions for veterans. Any honorably discharged member of the Armed Forces of the United States, holding a license pursuant to § 32 of the General Business Law, must file an application with the Town Clerk for the issuance of a local license under the same conditions as any other peddler. No fee shall be required of any such Veteran of the Armed Forces of the United States, except that conveyances not owned by such Veteran shall be licensed at the usual fee. § 219-9. Stationary locations. No licensed hawker, peddler or solicitor shall permit any cart, wagon or vehicle owned or operated or controlled by him to stand stationary or remain stationary, nor shall he sell or offer for sale therefrom or from any pack or container any goods, wares or merchandise of any kind within the lines of any street, highway or sidewalk in the Town of Yorktown, within 300 feet of any schoolhouse or school grounds or within 1,500 feet of any public market or store engaged in the business of selling the same goods, wares and merchandise offered by the licensee, or in front of any premises if the owner or any lessee thereof objects thereto. No peddler or solicitor shall have any exclusive right to any location in any street or on any public property, nor shall any peddler or solicitor be permitted to occupy any stationary location in any street or on any public property without the express permission of the Town Clerk. No person may peddle or solicit in any congested place or area when or where such activity may impede or inconvenience the public or add to the congestion of such place or area. For the purpose of this subsection, the judgment of any peace officer or police officer, exercised in good faith, shall be deemed conclusive as to the existence of congestion and as to whether the public is impeded or inconvenienced. § 219-10. Penalties for offenses. Any violation of this chapter shall be a misdemeanor and may be punishable by a fine not exceeding $500 or by imprisonment not exceeding 30 days, or by both such fine and imprisonment. § 219-11. Hours of operation. Unless otherwise authorized by the Town Clerk, no person shall peddle or solicit in the Town except during the hours from 9:30 a.m. to 7:30 p.m. on Monday through Saturday of each week, other than legal holidays. This limitation on days and hours shall be set forth on each license issued pursuant to this chapter. No person shall solicit or peddle in the Town parks during the hours of operation of the concession stands as posted at the entrance of the pool facilities, day camps and concession stands without the prior written approval of the Superintendent of Recreation and Parks. § 219-12. Do-Not-Knock Registry. Any owner or occupant of residential property located in the Town who wishes to prohibit soliciting and peddling on the premises shall complete a form available in the Town Clerk's Office and on the Town's website. The completion of the form will allow the owner/occupant's premises to be included on a list of properties that do not permit solicitation or peddling (herein referred to as the "Do-Not-Knock Registry" or "Registry"). In order to be removed from the registry, the owner and/or occupant must complete a form indicating that he/she does not want his/her property to be included on the registry. Any owner and/or occupant who has requested enlistment on the Do-Not-Knock Registry, pursuant to this chapter, shall be able to purchase from the Town, for a nominal fee, a sticker or sign for display indicating enlistment on the Do-Not-Knock Registry. All solicitors and peddlers shall obtain the current Do-Not-Knock Registry at the time of issuance of a permit or at the time of registration to solicit pursuant to the provisions of this chapter. Solicitors and peddlers shall not solicit or peddle at any premises identified on the then current Do-Not- Knock Registry. It shall be the responsibility of the solicitor and peddler to check each residence for the presence of such signage and to obtain updated copies of the registry. Solicitation in connection with political, educational, charitable, religious or other non-commercial purposes shall not be subject to the provisions of this section regarding the Do-Not-Knock Registry. It shall constitute a violation of this chapter punishable under § 219-10 for any registered peddler or solicitor to go upon any property or premises for the purpose of engaging in soliciting or peddling where the property or premises is included on the Do-Not-Knock Registry. § 219-13. Transferability. Such licenses shall not be transferable and shall not be valid for the use by any agent or employee of the licensee. § 219-14. (Reserved) TB Referral – Chapter 240 – Sewers & Septic Systems 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 240 entitled “Sewers and Septic Systems.” 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 April 13, 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 240 – Sewers and Septic Systems DATE: March 24, 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 240 of the Code of the Town of Yorktown entitled “SEWERS AND SEPTIC SYSTEMS” 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. Section 240-8 of the Code of the Town of Yorktown is hereby amended in its entirety by replacing it with the following language: A. For the purpose of adequately funding the operation of the Yorktown Heights Water Pollution Control Plant and the various sewer systems within the Town of Yorktown, said treatment plant and/or sewer systems shall be consolidated into two operating zones, the definitions of which are as follows: (1) The Yorktown Heights Water Pollution Control Plant, operated and maintained by the Town of Yorktown, together with the areas actively serviced by said plant, shall constitute the Hallocks Mill sewage treatment operating zone. (2) Each area in the Town of Yorktown serviced by a functioning sewer system operated and maintained by the Town of Yorktown, but not serviced by a sewage treatment plant operated and maintained by the Town of Yorktown, shall constitute the Peekskill lateral sewer operating zone. B. Moneys shall be collected from owners of residences, commercial establishments and structures receiving Town-operated and maintained sewer service (Town sewer service) within an operating zone. The total funds collected within a zone shall be sufficient to meet the operating and maintenance (O &M) costs of that zone. C. Whenever a residence, a commercial establishment or a structure, beyond the boundaries of an operating zone, receives Town sewer service, that residence, commercial establishment or structure shall become a part of that sewage treatment operating zone for purposes of carrying its portion of the operating and maintenance charges, and Subsection B hereof shall apply. D. Any property that benefits from a previously established lateral sewer zone shall pay a buy-in charge based on district equity. E. The Yorktown Heights Water Pollution Control Plant, with its ancillary trunk sewers, lateral sewers and pump stations, together with those residences, commercial establishments and structures serviced by this sewage treatment system, shall constitute the Hallocks Mill Sewage Treatment Operating Zone. The O & M charges for this zone shall be as follows: 2 (1) Residences, commercial establishments and other structures located within the boundaries of the Hallocks Mill Sewage Treatment Operating Zone (Hallocks Mill Sewer Drainage Basin) which receive sewer service from the zone shall be charged a rate based on water consumption. This computed rate shall occur only when the fixed rate specified in Subsection E(2) is exceeded due to consumption. The current rate for sewer services shall be billed at a rate as set forth in the Master Fee Schedule per 1,000 gallons of water consumption. The minimum charge for a four-month billing cycle shall be based upon minimum water usage of 13,000 gallons. (2) Residences, commercial establishments and other structures located within the boundaries of the Hallocks Mill Sewage Treatment Operating Zone which receive sewer service from the zone shall be charged a minimum flat rate tax to defray fixed operation and maintenance costs. F. The properties connected to the Westchester County Peekskill Sewer Plant, and not included in any Town lateral sewer operating zone, shall be included in the Peekskill Lateral Sewer Operating Zone. The Peekskill Lateral Sewer Operating Zone, with its ancillary lateral sewers and pump stations, together with those residences, commercial establishments and structures serviced by Westchester County Peekskill Sewage Treatment Plant, shall constitute the Peekskill Lateral Sewer Operating Zone. The O & M charges for this zone shall be as follows: residences, commercial establishments and other structures located within the boundaries of the Peekskill Lateral Sewer Operating Zone which receive sewer service from the zone shall be charged a rate based on water consumption. This computed rate shall be charged to defray variable operating and maintenance costs. The current rate for sewer service shall be billed as set forth in the Master Fee Schedule[3] per 1,000 gallons of water consumption. The minimum charge for a four-month billing cycle shall be based upon minimum water usage of 13,000 gallons. G. The charges for operation and maintenance to be paid by those residences, commercial establishments and structures within an operating zone shall be set by the Town Board. H. The Town Board shall review the operating zones' charges annually. These charges shall be revised periodically to sufficiently reflect the actual operation and maintenance costs that accrue to the respective operating zone. 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. 3 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.