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HomeMy WebLinkAbout05 - Mar 9, 2026 - PUBLIC_RedactedRichard Fon John A. Tegeder, R.A. Chairman Director of Planning TOWN OF YORKTOWN PLANNING BOARD Albert. A. Capellini Community and Cultural Center, 1974 Commerce Street, Yorktown Heights, New York 10598, Phone: (914) 962-6565, Fax: (914) 962-3986 PUBLIC MEETING AGENDA YORKTOWN TOWN HALL BOARD ROOM 363 Underhill Avenue, Yorktown Heights, NY 10598 v Crompond / Croton Heights / Huntersville / Jefferson Valley / Kitchawan / Mohegan Lake / Shrub Oak / Sparkle Lake / Teatown / Yorktown / Yorktown Heights March 9, 2026 7:00 PM 1. Correspondence 2. Meeting Minutes – March 2, 2026 REGULAR SESSION 3. Dorchester Glen Subdivision Decision Statement Location: 15.20-3-6; 1643 Maxwell Drive Contact: Site Design Consultants Description: Approval of a Stormwater Pollution Prevention Plan Permit and Tree Permit for a 5-lot subdivision on 24.26 acres within the R1-20 zone. The subdivision has been previously approved by Resolution #22-28 on November 14, 2022. 4. Hearthstone Minor Subdivision Public Hearing Location: 17.18-1-8; 3138 Hearthstone Street Contact: Hudson Engineering Description: Proposed 2-lot subdivision on 0.98 acres in the R1-20 zone that was formerly approved by Planning Board Resolution #18-10 dated July 16, 2018. WORK SESSION 5. Fieldstone Manor Discussion Amended Major Subdivision Location: 15.11-1-17; 3680 Lexington Avenue Contact: Bill Catucci Description: Proposed changes to the recreation area previously approved by Planning Board Resolution #16- 16 dated August 8, 2016. The applicant proposes to change the approved basketball court to either a soccer field or two additional single family homes. Last revised: 3/6/2026 Correspondence Minutes Dorchester Glen Subdivision WWWWWWWWWWWW15"Tulip Poplar15"Tulip Poplar18"White Oak20"Tulip Poplar24"White Oak19"Red Oak20"Red Oak16"Mockernut Hickory21"Black Oak25"Black Oak18"Black Oak24"White Oak36"White Oak36"White Oak34"White Oak13"Scarlet Oak32"White OakS8"San. SewerPROPERTY LINEDR.MAXWELL47048049050 0 51 0 52 0 53 0 540 550 560 520530540550560ss.6.Mean Cen te r l ine O f S tone Wa l lDRIVE .7.P a v e d S p o r t P a d Post & Wire FenceOld528Mean Centerline Stone WallMac.CurbMean Cen ter l ine O f S tone Wa l lSMHSMHP O O LP R O P O S E DP O O LPOOL550 540 530 510 520 25262527252825292530253125322533253425352536253725382539254025412542254325442545254625472548254925502551255225532554255525562557255825592560256125622563256425652566256725682569257025712572257325746166176186196206216226236246256266276286296306316326336346356366376386396406416426436446456466476486496506516526536546556562402240324042405240624072408240924102411241224132414241524162417241824192420242124222423242424252426242724282429243024312432243324342435243624372438243924402441244224432444244524462447244824492450245124522453245424552456245724582459246024612462246324642465246624672468246924702471247224732474247524762477247824792480248124822483248424852486248724882489249024912492249324942495249624972498249925002575257625772578257925802581258225832584258525862587258825892590259125922593259425952596259725982599260027012702270327042705270627072708270927102711271227132714271527162717271827192720272127222723272427252726272727282729273027312732273327342735273627372738273927402741274227432744274527462747274827492753275427552756275727582759276027612762276327642765276627672768276927702771277227732774277527762777277827812782278327842785278627872788278927902791279227932794279527962797279827992804280528062807280828092810281128122813281428152816281728182819282028212822282328242825282628272828282928302831283228332834283528362837283828392840284128422843284428452846284728482849285028512852285328542855285628572858285928602861286228632864286528662867286828692870287128722873287428752876287728782879288028812882288328842885288628872888288928902891289228932894289528962897289828992900SS SS SS SS SS ExistingS.S.D.S.15161718192021222324251234567891011121314W a l k w a yD e c kWalkwayD e c k5605 5 0 540 550 W a l k w a yD e c kWellTele PedTransfWDrivewayA p p r o x i m a t eL o c a t i o nO fWSWSWS WS WS W S W S W S WS WS WS WS WS 530W a l k w a y540DYHSSWSWSWSWSWSWSW S W S WSWSWSWSWSWSWSWSWSWSWSWSWSPROPOSED STABILIZEDCONSTRUCTION ENTRANCE (TYP)PROPOSED SOIL STOCKPILEAREA (TYP)LIMIT OF DISTURBANCE (TYP)OVERALL DISTURBANCE 3.03 AC.PROPOSED SILT FENCE (TYP)LOT 1 L.O.D.:0.37 AC.ROAD CONSTRUCTIONL.O.D.: 0.48 AC.LOT 3 L.O.D.:0.65 AC.LOT 4 L.O.D.:0.0.53 AC.5 5 0 550560 560550550560SSSSSSSSSSSSSSSSDDDDDSSTORMWATER PRACTICESL.O.D.: 0.68 AC.PROPOSED SILT FENCE (TYP)PROPOSED SILT FENCE (TYP)RD RD RD RD RDRDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS PROPOSED GRADING. (TYP)RD RD R D PROPOSED GRADING. (TYP)RDRDRDRD RDRDRDRD540530PROPOSED STABILIZEDCONSTRUCTION ENTRANCE (TYP)TREES TO BE PROTECTED.TREES TO BE PROTECTED, TYP.TREES TO BE REMOVED, TYP.TREES TO BE REMOVED, TYP.EROSION BLANKETS ONSLOPES GRATER THAN3H : 1V (TYP.)EROSION BLANKETS ONSLOPES GRATER THAN3H : 1V (TYP.)D568 566 564 W S W S WS WS WS WS WS WS WS WS WS LOT 2 L.O.D.:0.44 AC.OSWSFLOW DIRECTIONFLOW DIRECTIONFLOW DIRECTIONFLOW DIRECTIONFLOW DIRECTIONMMMINLET PROTECTION, SEEDETAIL E-4 FORCONSTRUCTION ENTRANCEINLET PROTECTIONINLET PROTECTION, TYP.DDSEPTIC FIELDS TO BE REMOVED INAREAS OF DISTURBANCE INACCORDANCE WITH WESTCHESTERCOUNTY DEPARTMENT OF HEALTHFDFDFDFDM EXISTING TREES TO REMAININ FILTER STRIPDD536 5465325385 4 6566566568564 509510511512 513 50450550650750850850650450250056 6 564D511DEXISTING WELL SHALL BE ABANDONED INACCORDANCE WITH REQUIREMENTS SPECIFIED INTHE NEW YORK DEPARTMENT OF HEALTH APPENDIX5-A RECOMMENDED STANDARDS FOR WATER WORKS.SS SS SS SS SS Sheet Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - DATE: SCALE: DRAWN BY: NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.COPYRIGHT © 2022 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDSAFE DIGBefore You Dig, Drill or Blast!CALL US TOLL FREE 811 or 1-800-962-7962NY Industrial Code Rule 753 requires no lessthan two working days notice, but not morethan ten days notice.www.digsafelynewyork.com1" = 60' PROJECT # EROSION & SEDIMENT CONTROL PLAN PREPARED FOR DORCHESTER GLEN SUBDIVISION PLAN 1643 MAXWELL DRIVE Westchester County, NYTown of Yorktown 7/06/22 JCR 00-16 F:\2000\00-16 KINCART MAXWELL\DORCHESTER GLEN\ENGINEERING\CAD\C3D-00-16 DORCHESTER GLEN\DWG\00-16 SITE PLAN 8-15-25.DWG 1/30/2026 2:51:47 PMNOTE:1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEENTAKEN FROM SURVEY MAP PREPARED BY DONALD J. DONNELLY LAND SURVEYOR, P.C.,DATED 6/18/1992, LAST REVISED 5/3/2007. THE ENGINEER ASSUMES NO RESPONSIBILITYFOR ITS ACCURACY.0153060SCALE: 1"=30'-0"C-104NOTE:EACH NEW LOT SHALL AT A MINIMUM BE PLANTED W/ TENTREES AT THE TIME OF CONSTRUCTION. THESE TREESSHALL BE A MIX OF DECIDUOS AND CONIFERS WITH AMINIMUM 2.5' CALIPER. PROPERTY LINEPROPERTY LINESTREETPoolStreamIntermittentPROPERTY LINEDR.MAXWELLxxxxxxxxxxxx N87°34'36"E 429.40N20°31'06"W 146.88N80°13'01"E 196.23N70°33'15"E 211.41N21°04'24"W 185.82S50°40'56"W 44.40 S01°20'19"E 133.72S30°00'25"E 95.40S14°22'29"E 143.18S01°20'19"E 133.72S01°20'19"E 133.72S30°00'25"E 95.40S75°07'39"W 135.01N80°13'01"E 214.97N16°57'54"W 50.25N63°48'14"W 170.21N81°51'59"E 186.26S22°48'07"E 82.08N16°57'54"W 98.33N16°30'04"W 132.98N34°42'34"E 226 .85N76°06'10"E 276.85N76°06'10"E46.15N71°42'56"E 97.91S13°53'50"E 198.00N76°19'30"E 134.49N16°57'54"W 166.65S85°35'36"W 83.32N08°08'01"W 236.72S81°35'26"W 255.02S84°22'26"W 113.67N75°37'31"E 78.35Mean Cen te r l ine O f S tone Wa l lN 33 °13 '25 " EDRIVEDORCHESTER248.00'N17°44'28"W84.14'68.00'N13°53'50"WN76°19'30"EP a v e d S p o r t P a d Frame Shed44.72'S13°11'29"W212.15'Post & Wire FenceS65°15'02"E48.35'S71°32'26"EOld43.57'S82°45'21"ES89°36'34"E34.28'N85°36'33"E5.15'577.6Top Found. Ele.2 Story Frame96.1'79.1'105.2' S02°35'34"E 312.52' S00°33'26"W 107.41' 15 3 . 2 0 ' 4 2 . 7 5 ' 1017.93'Tree w/WireTre e s w i t h W i r e 157.94'N88°24'16"E108.00'S18 ° 1 0 ' 5 6 " W 57. 2 5 ' S15° 3 9 ' 2 6 " W 103. 0 9 ' S10°23' 2 6 " W 152.77' S00°31'26"W86.22' S13°24'34"E 31.59'Centerline Stone WallCross-CutFoundS89°45'24"ES76°06'10"W323.00'Area=1,056,959 sq.ft.=24.2644 acresMean Centerline Stone WallS19°58'18"E138.63'S18°43'36"E6.85'S89°55'24"E30.02'N85°36'23"E149.38'Mac.CurbMean Cen ter l ine O f S tone Wa l l133.20 'N65°43 '39 "E70.45 'N66°55'25"E150.53 'N62°44'06"E36.62'S53°18'26"W50.00'N36°41'34"W11.69'Easement Drainage S81°35'26"WTreeswithWireTrees wit h WireBase Stones Gen. On LineTrees with WireCenterline Stone Wall Generally On LineS2 2 ° 3 0 ' 2 6 " W S3 1 ° 3 8 ' 2 6 " W S05°06'26"W 131.29'S81°43'26"W407.63'135.70'N08°08'01"W WETLANDS DELINEATED BY ANTHONYRUSSO OF ENVIRONMENTAL SERVICES,INC.-1/06/22, FLAGS LOCATED BYERIK LINK LIC. SURVEYOR.Poolxxxxxxxxxxxx 8" DIP CL-52 WATERMAINN 4 BEDROOM RESIDENCEEXISTINGxxxxxxxxxxxx P O O L P O O LP R O P O S E DP O O LEXISTING P R O P O S E DP O O L4 BEDROOM RESIDENCEEXISTINGPorchDeck4 BEDROOM RESIDENCE4 BEDROOM RESIDENCEPorchDeckP R O P O S E DP O O L4 B E D R O O M R E S I D E N C E POOLTERRACE4 BEDROOM RESIDENCE4 BEDROOM RESIDENCEExisting StormwaterManagement BasinExistingEXISTINGEXISTING4 BEDROOM RESIDENCE 4 BEDROOM RESIDENCEE X I S T I N GEXISTING EXISTINGWLF A1WLF A2WLF A3WLF A4WLF A5WLF A6WLF A7WLF A8WLF A9WLF A10WLF A12WLF A14WLF A15WLF A16WLF A17WLF A18WLF A19WLF A20WLF A21WLF A22WLF A23WLF A24WLF A25WLF A26WLF A27WLF A28WLF A29WLF A30WLF A31WLF A32WLF A34WLF A35WLF A36WLF A37WLF A38WLF A39WLF A40WLF A4110 0 ' W E T L A N D B U F F E R WETLANDS FLAGS FIELD LOCATED BYLINK LAND SURVEYORS - APRIL 2 2022.WLF A11WLF A13WLF A33SS SSHYDHYDWWWW a l k w a yLot 4.1D e c kWalkwayD e c kLot Lot W a l k w a yD e c kWellTele PedTransfWDrivewayA p p r o x i m a t eL o c a t i o nO f4Lot 4.2Lot 4.3Lot 4.4Lot PROP O S E D P U B L I C T R A I L11.12 acres484,454 sq.ft.4.5Lot W a l k w a y15.1''PROP O S E D P U B L I C T R A I L FLO O D P L A I N B O U N D A R Y 100-Y E A R F L O O D P L A I N B O U N D A R Y30,460 sq.ft.0.70 acres68,265 sq.ft.1.57 acres44,774 sq.ft.1.03 acres97,980 sq.ft.2.25 acres313,402 sq.ft.7.19 acresOPEN SPACETO BE DEEDED TO THETOWN OF YORKTOWNNON-BUILDABLE LOT4.001Lot 18,034 sq. ft.0.41 acres42.5'42.8' 59 . 0 '66.2'21.9'76.4 '56.1 '136.9'2 4 8 . 4 '44.0'61.7'116.7'43.0'366.7'67.2'825.7'Sheet Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - DATE: SCALE: DRAWN BY: NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW.COPYRIGHT © 2022 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVEDSAFE DIGBefore You Dig, Drill or Blast!CALL US TOLL FREE 811 or 1-800-962-7962NY Industrial Code Rule 753 requires no lessthan two working days notice, but not morethan ten days notice.www.digsafelynewyork.com1" = 60' PROJECT # OVERALL SITE PLAN PREPARED FOR DORCHESTER GLEN SUBDIVISION PLAN 1643 MAXWELL DRIVE Westchester County, NYTown of Yorktown 7/06/22 JCR 00-16 F:\2000\00-16 KINCART MAXWELL\DORCHESTER GLEN\ENGINEERING\CAD\C3D-00-16 DORCHESTER GLEN\DWG\00-16 SITE PLAN 8-15-25.DWG 1/30/2026 2:51:47 PMNOTE:1.THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEENTAKEN FROM SURVEY MAP PREPARED BY DONALD J. DONNELLY LAND SURVEYOR, P.C.,DATED 6/18/1992, LAST REVISED 5/3/2007. THE ENGINEER ASSUMES NO RESPONSIBILITYFOR ITS ACCURACY.C-10103060120SCALE: 1"=60'-0"LOCATION MAPNOT TO SCALEMAXWELL DRIVEMAXWELL CT.HUDSON RD.MOSEMAN RD.CALIFORNIA RD.INDIANAAVE.YORKTOWN HEIGHTSVIRGINIA RD.HANOVER STREETMONTROSS RD.SITESITE DATA:OWNER / DEVELOPER:JOHN AND ELAINE KINCART1643 MAXWELL DRIVEYORKTOWN, NY 10598PROJECT LOCATION: 1643 MAXWELL DRIVEYORKTOWN, NY 10598EXISTING TOWN ZONING: R1-20, SINGLE FAMILY RESIDENTIALPROPOSED USE: FLEXIBILITY STANDARDSTOWN TAX MAP DATA: SECTION 48.08, BLOCK 1, LOT 4SITE AREA : 24.3 ACRES (1,058,508 SF)SEWAGE FACILITIES: PUBLIC SEWERWATER FACILITIES:PUBLIC WATER FACILITIES15 FT.SIDE YARD SETBACK:ZONING SCHEDULE:20,000 S.F.35 FEET40 FT.40 FT.REQUIREDFRONT YARD SETBACK:COMBINED SIDE YARD SETBACK:MAXIMUM HEIGHT:MINIMUM LOT AREA :LOT 140 FT. MINIMUM SIZE OF LOT:MINIMUM YARD DIMENSIONS:PRINCIPAL BUILDING:R1-20, ONE FAMILY RESIDENTIALZONING DISTRICT:DIMENSIONAL REGULATIONS:REAR YARD SETBACK:PRINCIPAL BUILDING - FEET:15 FEETACCESSORY BUILDING - FEET:100 FT.MINIMUM LOT WIDTH:100 FT.MINIMUM LOT DEPTH:25%BUILDING COVERAGE:MAXIMUM LOT AREA TO BE OCCUPIED:100 FT.MINIMUM ROAD FRONTAGE:800 S.F.MINIMUM USABLE FLOOR AREA:1 SPACEMINIMUM OFF STREET PARKING:SUPPLEMENTARY REGULATIONSON JULY 20, 2022 THE TOWN BOARD GRANTED THE PLANNING APPROVAL AUTHORITYTO USE FLEXIBILITY STANDARDS PURSUANT TO CHAPTER 300, ARTICLE V, SECTION300-22 OF THE TOWN CODE.42.8 FT.30,448 S.F.35 FEET109 FT.42.5 FT.59 FT. 15 FEET100 FT.100 FT.7.6%100 FT.800 S.F.1 SPACE79.1 FT.68,227 S.F.35 FEET283.2 FT.105.2 FT.96.1 FT. 15 FEET100 FT.100 FT.3.8%100 FT.800 S.F.1 SPACE21.9 FT.44,776 S.F.35 FEET78 FT.76.4 FT.136.9 FT. 15 FEET100 FT.100 FT.5.2%100 FT.800 S.F.1 SPACE44 FT.97,980 S.F.35 FEET105.7 FT.248.4 FT.116.7 FT. 15 FEET100 FT.100 FT.2.3%100 FT.800 S.F.1 SPACE43 FT.313,748 S.F.35 FEET868.7 FT.67.2 FT.366.7 FT. 15 FEET100 FT.100 FT.0.7%100 FT.800 S.F.1 SPACELOT 2LOT 3LOT 4LOT 5 TREE SURVEY October 13, 2022 Link Lamd Surveyors Tree ID Common Name Scientific Name DBH Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 See attached list N N N N N N N N N N N N N N N N N N Total # of Trees Surveyed:0 Total Protected Trees to be Removed:0 PROTECTED TREE CALCULATION A 22.00 B 2.5 C 8.80 D 68 E 598 F 25 G 573 H $4,300.00 PROTECTED WOODLAND CALCULATION I J 0 K 0.0 L $0 Total Calculated Payment to Tree Bank Fund:$4,300.00 Disturbed Protected Woodland (SF): (Ix43,560 SF) Area subject to regulation: (J/5,000 SF) Calculated Payment to Tree Bank Fund: (Kx$300) # Replacement trees being planted: Tree deficient: (E-F) Calculated Payment to Tree Bank Fund: (D-F) x $100 Protected Woodland - Woodland of 10,000 SF or greater in area regardless of individual property boundaries. Payment to Tree Bank Fund Required - $300 for every 5,000 SF of Protected Woodland Disturbed. Disturbed Protected Woodland (acres): Dorchester Tree Invetory - Infrastructure 25 Street Trees Date completed: Prepared by: TREE INVENTORY Average DBH of protected trees being removed (inches): **Please note: This worksheet is a guide for the Planning Board to use in determining required tree mitigation. Refer to Town Code Chapter 270 for definitions and mitigation requirements. Average DBH of replacement trees (inches): Mitigation Ratio: (A/B) Protected Trees to be Removed (≥8"dbh, not invasive or dead): Required # replacement trees: (CxD) TREE SURVEY October 13, 2022 Link Lamd Surveyors Tree ID Common Name Scientific Name DBH Specimen Tree? Y/N Invasive Species? Y/N Dead/ Diseased? Y/N Tree to be Removed? Y/N # Protected Tree Count 0/1 See attached list N N N N N N N N N N N N N N N N N N Total # of Trees Surveyed:0 Total Protected Trees to be Removed:0 PROTECTED TREE CALCULATION A 11.00 B 2 C 5.50 D 118 E 649 F 40 G 609 H $7,800.00 PROTECTED WOODLAND CALCULATION I J 0 K 0.0 L $0 Total Calculated Payment to Tree Bank Fund:$7,800.00 Dorchester Tree Invetory - Residential Lots Date completed: Prepared by: TREE INVENTORY Average DBH of protected trees being removed (inches): **Please note: This worksheet is a guide for the Planning Board to use in determining required tree mitigation. Refer to Town Code Chapter 270 for definitions and mitigation requirements. Average DBH of replacement trees (inches): Mitigation Ratio: (A/B) Protected Trees to be Removed (≥8"dbh, not invasive or dead): Required # replacement trees: (CxD) Disturbed Protected Woodland (SF): (Ix43,560 SF) Area subject to regulation: (J/5,000 SF) Calculated Payment to Tree Bank Fund: (Kx$300) # Replacement trees being planted: Tree deficient: (E-F) Calculated Payment to Tree Bank Fund: (D-F) x $100 Protected Woodland - Woodland of 10,000 SF or greater in area regardless of individual property boundaries. Payment to Tree Bank Fund Required - $300 for every 5,000 SF of Protected Woodland Disturbed. Disturbed Protected Woodland (acres): Assume 10 Trees per Lot Point # Diameter Point # Diameter 635 8" 616 10" 2421 8" 617 14" 2467 24" 620 12" 2468 12" 621 16" 2469 8" 625 12" 2470 16" 626 8" 2472 14" 627 10" 2473 10" 628 10" 2474 8" 633 8" 2478 12" 634 12" 2481 20" 636 12" 2482 14" 2402 10" 2483 26" 2403 18" 2484 12" 2404 14" 2485 8" 2405 10" 2487 12" 2406 8" 2488 10" 2407 8" 2489 8" 2408 12" 2490 14" 2409 12" 2491 12" 2410 8" 2492 8" 2411 10" 2493 8" 2412 12" 2494 14" 2413 14" 2497 10" 2416 14" 2499 14" 2418 8" 2526 24" 2419 12" 2569 32" 2426 18" 2571 16" 2434 16" 2574 12" 2435 8" 2599 8" 2442 10" 2724 8" 2443 8" 2725 12" 2444 18" 2727 8" 2445 8" 2737 10" 2446 20" 2738 8" 2447 10" 2789 20" 2448 8" 2845 8" 2449 10" 2851 14" 2450 12" 2852 14" 2451 18" 2853 12" 2452 8" 2864 20" 2453 16" 2865 14" 2462 16" 2866 20" 2463 8" 2867 28" 2464 10" 2868 10" 2479 20" 1 66" 2480 8" Tree to be Removed for Infrastructure Tree to be Removed for Residential Lots DORCHESTER PROTECTED TREE REMOVALS INVENTORY 2 24"2561 10" 3 36"2562 10" 4 66"2563 12" 5 24"2564 8" 6 24"2565 8" 7 48"2566 8" 8 66"2567 16" 9 66"2568 18" 10 12"2576 10" 11 18"2577 8" 12 12"2578 8" 13 12"2580 10" 14 24"2585 12" 15 36"2586 10" 16 48"2587 10" 17 18"2588 8" 18 12"2589 14" 19 96"2592 10" 20 12"2593 20" 21 24"2594 10" 22 12"2595 12" 23 96"2701 8" 24 18"2702 8" 68 1478 2703 10" Average Diameter 22 2704 8" Trees 1-25 field surveyed by Site Design Consultants 2705 8" 2706 8" 2707 10" 2709 16" 2710 8" 2711 10" 2712 10" 2713 8" 2714 8" 2715 8" 2716 10" 2717 12" 2718 12" 2719 14" 2720 14" 2721 12" 2728 14" 2730 14" 2731 14" 2732 12" 2733 14" 2734 14" 2735 8" 2736 8" 2737 10" 2738 8" 2739 12" 2759 8" 2760 20" 2790 12" 2791 10" 2826 8" 2827 16" 2828 16" 2829 12" 2830 8" 2831 8" 2832 14" 2834 10" 2835 14" 2839 14" 2840 14" 2841 14" 2844 8" 2846 12" 2847 8" 2848 10" 2849 12" 118 1354 Average Diameter 11 PLANNING BOARD TOWN OF YORKTOWN RESOLUTION APPROVING A STORMWATER POLLUTION PREVENTION PLAN AND TREE PERMIT FOR THE DORCHESTER GLEN SUBDIVISION 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 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 Stormwater Pollution Prevention Plan and Tree Permit for a subdivision plan titled “Dorchester Glen,” prepared by Site Design Consultants, dated July 6, 2022, was submitted to the Planning Board on behalf of John and Elaine Kincart (hereinafter referred to as “the Applicant”); and WHEREAS the property owned by the Applicant is located at 1643 Maxwell Drive, also known as Section 15.20, Block 3, Lot 6 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 the Planning Board approved the Dorchester Glen Subdivision by Resolution #22-28 dated November 14, 2022; and WHEREAS pursuant to SEQRA this action has already been reviewed pursuant to the subdivision approval; and WHEREAS the applicant has submitted as part of his application the following maps and documents: 1. A drawing, titled “Flexibility Subdivision Plan,” prepared by Site Design Consultants, dated July 6, 2022, and last revised September 29, 2022; 2. A drawing, Sheet 1 of 1, titled “Site Plan,” prepared by Site Design Consultants, dated July 6, 2022, and last revised <DATE>; 3. A drawing, Sheet 2 of 7, titled “Existing Conditions,” prepared by Site Design Consultants, dated July 6, 2022, and last revised <DATE>; Dorchester Glen Subdivision Resolution #00-00 SWPPP and Tree Permit Approval Page 2 of 2 4. A drawing, Sheet 3 of 7, titled “Erosion and Sediment Control Plan,” prepared by Site Design Consultants, dated July 6, 2022, and last revised <DATE>; 5. A drawing, Sheet 4 of 7, titled “Erosion Details,” prepared by Site Design Consultants, dated July 6, 2022, and last revised <DATE>; 6. A drawing, Sheet 5 of 7, titled “Water Main Details,” prepared by Site Design Consultants, dated July 6, 2022, and last revised <DATE>; 7. A drawing, Sheet 6 of 7, titled “Driveway Profiles,” prepared by Site Design Consultants, dated July 6, 2022, and last revised <DATE>; 8. A drawing, Sheet 7 of 7, titled “Site Details,” prepared by Site Design Consultants, dated July 6, 2022, and last revised <DATE>; Additional Documents & Reports 9. A survey titled “Survey of Property Prepared for John P. & Elaine M. Kincart,” prepared by Link Land Surveyors, P.C., dated June 18, 1992, and last revised October 10, 2022; BE IT NOW RESOLVED, that in accordance with Town Code Chapter 248 and Chapter 178, the application of John and Elaine Kincart for the approval of a Stormwater Pollution Prevention Plan and Tree Permit #T-FSWPP-010-22 is approved subject to the conditions listed therein; and RESOLVED, Permit #T-FSWPP-010-22 shall not be valid until it has been signed by the Chairman of this Board. F:\Office\WordPerfect\Current_Projects\Dorchester Glen Subdivison (Kincart)\Resolutions, Time Extensions\Draft Resolutions\DRAFT Resolution - Dorchester Glen SWPPP TREE - 2026-03-06.docx Hearthstone Minor Subdivision John A. Tegeder, R.A. Ed Lachterman Director of Planning Town Supervisor TOWN OF YORKTOWN PLANNING DEPARTMENT Albert A. Capellini Community and Cultural Center, 1974 Commerce Street, Yorktown Heights, New York 10598, Phone (914) 962-6565, Fax (914) 962-3986 Crompond / Croton Heights / Huntersville / Jefferson Valley / Kitchawan / Mohegan Lake / Shrub Oak / Sparkle Lake / Teatown / Yorktown / Yorktown Heights MEMORANDUM To: Planning Board From: Planning Department Date: March 6, 2026 Subject: Hearthstone Minor Subdivision SBL: 17.18-1-8 ____________________________________________________________________________________ The Planning Department has reviewed the submitted plans dated October 17, 2025, and last revised February 24, 2026. The proposed driveway and utility easement continues to the northern property line to serve lots further north. The driveway easement does not need to extend past the shared driveway split and should end there. The utility easement can continue along the property line as proposed. The Applicant must submit a final plat to be considered for approval. Respectfully submitted, Ian Richey Assistant Planner cc: Applicant 351.66'S80°55'30"E349.60'N06°43'52"E4.00'N07°43'52"E100.00'N07°17'52"E14.00'S06°38'45"W118.00'N80°56'05"W 1S24443STWO STORY FRAMEDWELLINGFRAMESHEDONE STORY FRAME DWELLINGONE STORYFRAMEDWELLING4546SEHUDSONENGINEERINGCONSULTING, P.C.45 Knollwood Road - Suite 201Elmsford, New York 10523T: 914-909-0420F: 914-560-2086& EX-1 351.66'S80°55'30"E349.60'N06°43'52"E4.00'N07°43'52"E100.00'N07°17'52"E14.00'S06°38'45"W118.00'N80°56'05"W 124443TWO STORY FRAMEDWELLINGFRAMESHEDONE STORY FRAME DWELLINGONE STORYFRAMEDWELLING4546PROPOSEDSINGLE-FAMILYRESIDENCEF.F.E.=652.0G.F.E.=643.5B.F.E.=643.5PROPOSEDSINGLE-FAMILYRESIDENCEF.F.E.=634.0G.F.E.=633.5B.F.E.=625.5HUDSONENGINEERINGCONSULTING, P.C.45 Knollwood Road - Suite 201Elmsford, New York 10523T: 914-909-0420F: 914-560-2086& C-1ZONING ANALYSIS TABLEREGULATION:R-1-20 (One-Family Residential)Tax Map No.: 17.18-1-8REQ'DPROPOSEDLot 8Lot 8.1Lot Area (s.f.)20,000.0020,804.0220,545.40Lot Area (Ac.)0.460.480.47Lot Width (ft.)100.00175.00118.00Lot Depth (ft.)100.00118.00175.00Min. Yards- Front (ft.)40.0071.9041.60- Side (ft.)15.0041.8042.50- Both Sides (ft.)40.0088.0087.50- Rear (ft.)40.0054.1082.00Min. Floor Area800>800>800Lot Coverage20%7.25%7.34%Off-Street Parking122Road Frontage100.000 (Variance Granted)0 (Variance Granted)Area of House Footprint1,5081,508Area of Driveway1,8561,311 351.66'S80°55'30"E349.60'N06°43'52"E4.00'N07°43'52"E100.00'N07°17'52"E14.00'S06°38'45"W118.00'N80°56'05"W 1S24443STWO STORY FRAMEDWELLINGFRAMESHEDONE STORY FRAME DWELLINGONE STORYFRAMEDWELLING4546SEPROPOSEDSINGLE-FAMILYRESIDENCEF.F.E.=652.0G.F.E.=643.5B.F.E.=643.5PROPOSEDSINGLE-FAMILYRESIDENCEF.F.E.=634.0G.F.E.=633.5B.F.E.=625.5HUDSONENGINEERINGCONSULTING, P.C.45 Knollwood Road - Suite 201Elmsford, New York 10523T: 914-909-0420F: 914-560-2086& C-2 351.66'S80°55'30"E349.60'N06°43'52"E4.00'N07°43'52"E100.00'N07°17'52"E14.00'S06°38'45"W118.00'N80°56'05"W 1S24443STWO STORY FRAMEDWELLINGFRAMESHEDONE STORY FRAME DWELLINGONE STORYFRAMEDWELLING4546SEPROPOSEDSINGLE-FAMILYRESIDENCEF.F.E.=652.0G.F.E.=643.5B.F.E.=643.5PROPOSEDSINGLE-FAMILYRESIDENCEF.F.E.=634.0G.F.E.=633.5B.F.E.=625.5HUDSONENGINEERINGCONSULTING, P.C.45 Knollwood Road - Suite 201Elmsford, New York 10523T: 914-909-0420F: 914-560-2086& C-3 HUDSONENGINEERINGCONSULTING, P.C.45 Knollwood Road - Suite 201Elmsford, New York 10523T: 914-909-0420F: 914-560-2086& C-4 HUDSONENGINEERINGCONSULTING, P.C.45 Knollwood Road - Suite 201Elmsford, New York 10523T: 914-909-0420F: 914-560-2086& C-5YARD DRAINCROSS SECTIONPLANSECTIONJOINING SECTIONS OF FENCINGTOE-IN METHODTOP VIEWINSTALLATION NOTESCORRECT TRUNK ARMORINGTRIANGULAR BOARD FENCECORRECT METHODS OF TREE FENCINGVARIESVARIES HUDSONENGINEERINGCONSULTING, P.C.45 Knollwood Road - Suite 201Elmsford, New York 10523T: 914-909-0420F: 914-560-2086& C-66.0" [152 mm] MIN.30.5" [775 mm]12.0" [304 mm] MIN.12.0' [3.66 m]MAX. BURIAL DEPTH58.0" [1473 mm] MIN.CENTER TO CENTER52.0" [1321 mm]12.0" [305 mm] MIN.6.0" [152 mm] MIN.RECHARGER 330XLHDHEAVY DUTY CHAMBERNATURALLY COMPACTED FILLFINISHED GRADE4 OZ. NON-WOVEN FILTER FABRIC AROUND STONE.TOP AND SIDES MANDATORY; BOTTOM PERENGINEER'S DESIGN PREFERENCEHVLV FC-24 FEED CONNECTOR WHERE SPECIFIED1-2 INCH [25-51 mm] DIA.WASHED, CRUSHED STONECULTEC NO. 20L POLYETHYLENE LINER TO BE PLACED BENEATHHVLV FC-24 FEED CONNECTORS WHEN UTILIZING INTERNALMANIFOLD AND BENEATH ALL INLET PIPESCULTEC GENERAL NOTESRECHARGER 330XL HD BY CULTEC, INC. OF BROOKFIELD, CT.STORAGE PROVIDED = 11.32 CF/FT [1.05 m³/m] PER DESIGN UNIT.REFER TO CULTEC, INC.'S CURRENT RECOMMENDED INSTALLATIONGUIDELINES.THE CHAMBER WILL BE DESIGNED TO WITHSTAND TRAFFIC LOADS WHENINSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATIONINSTRUCTIONSALL RECHARGER 330XL HD HEAVY DUTY UNITS ARE MARKED WITH ACOLOR STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THECHAMBER.ALL RECHARGER 330XL HD CHAMBERS MUST BE INSTALLED INACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERALREGULATIONSDESIGN ENGINEER RESPONSIBLE FOR ENSURING THEREQUIRED BEARING CAPACITY OF SUB-GRADE SOILS (TYP.)AAAAA A HUDSONENGINEERINGCONSULTING, P.C.45 Knollwood Road - Suite 201Elmsford, New York 10523T: 914-909-0420F: 914-560-2086& C-7STEP DETAILTYPICAL MANHOLE BASE HUDSONENGINEERINGCONSULTING, P.C.45 Knollwood Road - Suite 201Elmsford, New York 10523T: 914-909-0420F: 914-560-2086& C-8”””·····························””·¾”””“”‘’ ·--------- 351.66'S80°55'30"E349.60'N06°43'52"E4.00'N07°43'52"E100.00'N07°17'52"E14.00'S06°38'45"W118.00'N80°56'05"W 4443SFRAMESHEDONE STORY FRAME DWELLINGONE STORYFRAMEDWELLING4546PROPOSEDSINGLE-FAMILYRESIDENCEF.F.E.=652.0G.F.E.=643.5B.F.E.=643.5PROPOSEDSINGLE-FAMILYRESIDENCEF.F.E.=634.0G.F.E.=633.5B.F.E.=625.5HUDSONENGINEERINGCONSULTING, P.C.45 Knollwood Road - Suite 201Elmsford, New York 10523T: 914-909-0420F: 914-560-2086& T-1TREE INVENTORYTreeIDCommon NameScientific NameDBHSpecimenTree?Y/NInvasiveSpecies?Y/NDead/Diseased?Y/NTree to beRemoved?Y/N# Protected TreeCount0/11Norway MapleAcer platanoides12NYNN02Norway MapleAcer platanoides16NYNN03White AshFraxinus americana10NNNN04Norway MapleAcer platanoides16NYYN05Norway MapleAcer platanoides14NNNN06Norway MapleAcer platanoides8NYNN07Norway MapleAcer platanoides8NYYN08Norway MapleAcer platanoides9NYYN09Norway MapleAcer platanoides12NYYN010Norway MapleAcer platanoides16NYNN011White AshFraxinus americana14NNYN012White AshFraxinus americana13NNYN013Norway MapleAcer platanoides14NYYN014White AshFraxinus americana17NNNY115Norway MapleAcer platanoides13NYNY116Norway MapleAcer platanoides12NYNY117White AshFraxinus americana8NNYY118White AshFraxinus americana8NNNY119Red MapleAcer rubrum26YNYY120Norway MapleAcer platanoides10NYNY121White AshFraxinus americana11NNYY122Norway MapleAcer platanoides8NYNY123Norway MapleAcer platanoides10NYNY124Red MapleAcer rubrum28YNYY125Silver MapleAcer saccharinum18NNYY126Silver MapleAcer saccharinum14NNNY127Black CherryPrunus serotina12NNYN028White AshFraxinus americana14NNNN029Pig Nut HickoryCarya glabra18NNNN030Norway MapleAcer platanoides13NYNY131Norway MapleAcer platanoides10NYYY132Black OakQuercus velutina20NNNN033Norway MapleAcer platanoides8NYNY134Norway MapleAcer platanoides24YYYN035Silver MapleAcer saccharinum12NNNY136Sweet CherryPrunus avium8NNNY137Sweet CherryPrunus avium24YNYN038Sweet CherryPrunus avium12NNNY139Silver MapleAcer saccharinum25NNYY140Norway MapleAcer platanoides20NYNY141MulberryMorus alba8NYYY142TulipLiriodendron32YNNY143Norway MapleAcer platanoides24NNNY144American BeechFagus grandifolia8NNYY145Red MapleAcer rubrum24NNNY146Sugar MapleAcer saccharum8NNNY147Red MapleAcer rubrum10NNNY148Silver MapleAcer saccharinum18NNNN049Red MapleAcer rubrum16NNYN050Silver MapleAcer saccharinum19NNYY151Red MapleAcer rubrum23NNNY152Norway MapleAcer platanoides8NYNY153Norway MapleAcer platanoides10NYNN054White AshFraxinus americana8NNYN055Black CherryPrunus serotina12NNNN056Red MapleAcer rubrum14NNNY157Red MapleAcer rubrum20NNNY158Sugar MapleAcer saccharum9NNNY159Red MapleAcer rubrum8NNYY160Red MapleAcer rubrum13NNYY161Red MapleAcer rubrum12NNNY162Red MapleAcer rubrum8NNNY163Red MapleAcer rubrum12NNYY164Red MapleAcer rubrum12NNYY165Red MapleAcer rubrum24NNNY166Black CherryPrunis serotina16NNYY167Red MapleAcer rubrum24NNNY168Red MapleAcer rubrum14NNNY169Red MapleAcer rubrum19NNNN070Red MapleAcer rubrum12NNNN071Red MapleAcer rubrum14NNYN072Red MapleAcer rubrum16NNNN073White AshFraxinus americana12NNYN074Red MapleAcer rubrum10NNNN075Red MapleAcer rubrum8NNNN076Red mapleAcer rubrum8NNYN077American BeechFagus grandifolia10NNYN0Total # of Trees Surveyed:77Total Protected Trees to be Removed:44 Fieldstone Manor From:Nancy Calicchia To:James Martorano Cc:Robyn Steinberg Subject:Routing Referrals - MJM Subdivision/3232 Gomer St; 17.18-2-2 and Fieldstone Manor/ 3680 Lexington Ave; 15.11-1-17 Date:Wednesday, February 18, 2026 1:16:00 PM Hi Jim, I am referring over two applications for the Recreation Commission that includes MJM Sudivision and Fieldstone Manor (see dropbox link below). Fieldstone Manor – Proposed changes to the recreation area previously approved by Planning Board Resolution #16-16 dated August 8, 2016. The applicant provided two alternatives to the Planning Board for review. The first option is to take the property back and pay the recreational fees to the town. He would then move forward with a proposal for a two-lot subdivision that would also have a recreational component. The second option is that it remains under the current ownership and install the recreational facilities as required. The Planning Board would like your feedback. · MJM Subdivision - Proposed 13-lot subdivision in the R1-20 zone. This property was approved for the use of flexibility standards per Town Board Resolution dated July 18, 2023. – The Planning Board would like your feedback. Thanks and if you have any questions give us a call. Nancy Dropbox link to associated referral items (right click on link below, select “open hyperlink” and download): https://www.dropbox.com/scl/fo/2yi1vekssct3lto0zzz4o/ALs2vvsiRGyAU6JDIy_6C94? rlkey=89gub4zkhew4c6feiwek0fvuz&dl=0