Loading...
HomeMy WebLinkAbout1000-113.-6-22 NOTICE TO ADJACENT PROPERTY OWNER r FEB - 3 2026 BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: Sean&Randi Lally SCTM#1000-113-6-22 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Demolish existing 1-story dwelling,deck,shed,coop,hot tub,steps,retaining walls,and portion of masonry patio(approximately 955 sf of patio to remain around existing pool),and construct a new 2-story, 2,248 sf single-family dwelling with 383 sf covered porch and steps,357 sf accessory garage,and 577 sf raised,uncovered masonry patio with associated tiered planters and steps;replace existing septic system located less than 100 feet from top of bank with new I/A OWTS sanitary system located more than 100 feet from bank;install stormwater drainage system,including pool drywell;truck in from upland source approximately 125 cy of clean fill,60 cy to be compacted beneath proposed raised patio and 65 cy to be utilized for site grading proposed more than 100 feet from top of bank;and establish and perpetually maintain area between pool fence line and top of bank as vegetated non-turf buffer,all as depicted on the site plan prepared by Maresca&Associates,last dated November 13,2025. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 900 Fox Hollow Road,Mattituck 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: Wed.,Feb. 11,2026 @ 5:30pm;Town Hall Meeting Room,53095 Main Rd.,Southold You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. Sean&Randi Lally PROPERTY OWNERS NAME: 9 Andowver Road MAILING ADDRESS: Rockville Centre,NY 11570 PHONE #: 516-413-9036 AGENT: En-Consultants MAILING ADDRESS: 1319 North Sea Road, Southampton,NY 11968 PHONE #: 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. L / / f- Aye"R � A 4 qr' ,• , ��i '. \ '�e, < � £,» // \ ,-`$•.� �k d. }`*.rt+' >>• ,,i' `r �py.may+. a' y„ ,.. t•' . // .a+' 8 , a r` .,p.ate•^. " r+ \ \ \ \ •, a • Y •;; vt III z \ \ \ \\ U \ ALL SITE DATA SUPPLIED BY LENZE LAND SURVEYING, MASSA!PEQUA, N.Y. 03.29.25 REVISED 08.15.25 SCTMI#1000-113-6-22 /41,510 SF /.95 ACRES w� Q � �\\ a IELEVATIONS NAVD 1988 DATUM PROPOSED IA-OWTS (8 BEDROOM SYSTEM) �% PROPOSED SITE PLAN SUPPLIED BY N FUJI CLEAN CEN10 TREATMENT TANK (1000 GPD) \ \ �''� ROBERT ROHENA ARCHITECTURE DESIGN C6 W 2" VENT FROM AERATOR HOUSING VENTED THROUGH HOUSE \\ 7-c Ng1.2p' ELECTRONIC CONTROL CENTER W/ GFI OUTLET & MAC 10(ORII BLOWER MOUNTED WITHIN VIEW OF TREATMENT TANK s�� \ PROVIDE SECONDARY COVER INSIDE BOXL.37. w/ 1-10' 0 x 18' DEEP LEACHING POOL �� OP' ���-�' �ooEoF ,�-\\ EXISTING WELL TO BE RELOCATED W w/ 1 LIKE EXPANSION POOL tL.36° \ WITHPROPOSED WATERLINE i- • 1121 .E�. N 10 52'3011 E O P� = \�� PROPOSED 1-STORY DRY GARAGE V / 0 000 --� (1� r'° �\r' O PR NT: 357 FT2 O 29.18 - -1 3 0 �o. FFE. 34.0/ FIRST FLOOR F OT I ' w Q CU z 'DEL.36.4' � � ''-GUY QL S < I_IJ ca L:36.0' - ,�o,. . a ,� , rr,. ��\P ��-�' PROPOSED 2-STORY 8- BEDROOM U .- c WELT SINGLE FAMILY RESIDENCE CIS EL. 34.0 0.0 + / O B ABANNQN �h�P 2 DARK BROWN W t/� CL � � �,r, V<j: 2 gyp, P FFE: 35.0/ FIRST FLOOR FOOTPRINT: 2248.3 FT E 00 r' J a- s"- - _-- ' . LL z / LOAM OL O N EL.33. < 4' pR0 OR`( _ -SA \ BROWN SILTY SAND TEST M m tL /� , ``G� G'J6 2 0 S' HOLE 3.0 VT \ 32 ; EXISTING 1-STORY SINGLE FAMILY RESIDENCE t l�NG FFE: 33.9/ FIRST FLOOR FOOTPRINT: 1730 FT PALE BROWN FINE / PROPOSED PERVIOUS GRAVEL DRIVEWAY ` s,: \ ` r` • F "` / . ` `r ` EX�S G ( )' Poi°" c pWE�-�'�N APPURTENANCES/ACCESSORIES( E.G. DECK, SHED, COOP, SAND 5 , L \ HOT TUB, PORTION OF PATIO) AND DRIVEWAY IN RED .4 \C,`�/ w 28 3' TO BE DEMOLISHED AND REMOVED \ O �� EN \ N� �NGL ES\V 31. ' \`I O ,n cn a6EOR0FE 35� _1 i ' i P��R�'\N� - EXISTING TREE 00 \ r,.• --''' NO TREES TO BE REMOVED WITHIN 100' OF THE o I'NG 3� \ AS - ' L.31 3' ;' �a ' " - NO GROUNDWATER 2 �. a EXaS NG \ \ -:\% �'-' \ r- 1 BANK SETBACK SIP v- d o \ \ a► \. NEQ .27.0' 23.0 DvlE GIN. 5 \ 320 A ENCOUNTERED O�� �NI ON PAD -�9�'' SORRY Pp1�0 - o\ y�� / > \\ d' G \ N C-- �\ :tL\ 2 '�^ NOOSE Ep MA o TEST HOLE 32.00 _` ' ROPRP\S�°Iv - -5_ 9• \'\o tip° �`',;' _ EXISTING SEPTIC SYSTEM TO BE NO SCALE \ �% A.0 x�x p --''- � 6e �� - A ✓; ABANDONED AS PER SCDHS REGULATIONS TEST HOLE PERFORMED s. J` \ I O BYMCDONALD GEOSERVICES 09.11.25 40 'HIGHEST EXPECTED GROUNDWATER LAT � f\. ; 7 T APPROXIMATELY 955 FTz PORTION OF EXISTING ELEVATION 2.0 TAKEN FROM LI DEPTH FINDER WEBSITE \ S 9 r i \ 30.00 --- NN MASONRY POOL PATIO TO REMAIN \\- / ryp ,• rt� \ -Dti G 1- , � � \ MN. Yam, CAS ©c ' • BY �P -- ,, tic ELISION M E�KN�1" 9/11/25 \\ / - �\ + o, ` . O ' r /�/ + '+' + + + +''+ + + \ \ W * p - x :+ i + + + tom+ + + + ` 0Q PROPOSED STEPS AND PLANTERS �pN ��x•,NG x + � ;a*: + ,� + + + + ` Q - +F s + i+''+ + + + Q - -\ x/F + + y+ - + + + + �+ + \ PROPOSED 577.;2 FT RAISED UNCOVERED MASONRY PATIO +32.0 \ - ,, 5�,-�`;'" x ���+ + + + +_ + + ' p \ ,x-� �p 4 + + + �+ 16 p0 + ++ + ,� L�13.4' \ LLJ \ *fix/+ + 3 + + ,r + + z PROPOSED 8' 0 x 6' DEEP DRY WELL \� ;%4x + + , +--�'+ _ .� + -+ 12.00-' �� -�.�+ + ;��'t + .-� + t,�+ L1-3:5�" oNEX __--- /� O DESIGNATED FOR SWIMMING POOL BACKWASH \- \ x�x-max+ + ;, +�; +, �+_5 - 0002�--_ _j Q- + + + + + + +, + + + Gross Floor Area & Lot Coverage Calcs. � \ max + + �-+ + + t,-�vVooD ' + F�- - ----- g ram+ +�+ + + 3�+ + + / �� ` ��- / Z� + + ,�+' +L�#f�D�' + - p- ws W O W pj + + �r + + + � + 8 P 6.00 l �'' PROPOSED PROJECT LIMITING FENCE m + ;'+ + + '+ -�pvN° _ �-- (AOD 17,923 FT � / BUILDABLE LAND AREA: LOT AREA (41,510 SF) - WETLAND AREA (6,276 SF)= 35,234 SF X + +/+ + + 12 'Px�' c9� /'' ��• / /' ALLOWABLE LOT COVERAGE: 7,045.6 S.F. U- OD PREVIOUSLY REQUIRED NON-TURF BUFFER ���'_ ,,- o F�'oNE 35,234 X .20 = 7,046.8 J O BETWEEN POOL FENCE LINE AND TOP OF BANK \ \ Joe ,' boo Zo < � TO BE ESTABLISHED AND PERPETUALLY \ , / ALLOWABLE GROSS FLOOR AREA: 4350 + [.075 * 5234 = 392.5]= 4,742.5 S.F. J MAINTAINED AS A VEGETATED NON-TURF BUFFER 'r s.1'�, goo' L.3 \ ' --'TIDAL WETLANDS BO' \ PROPOSED GROSS FLOOR AREA: AS DELINE�� CONSULTANTS �p9/10/251, •(21 ` ���' �S6 FIRST FLOOR 2,248.3 S.F. SECOND FLOOR 2,248.3 S.F. TOTAL: 4,496.4 S.F. ? `' ``, EXISTING LOT COVERAGE: ON DWELLING 1730 S.F. N DECK OVER CELLAR 359 S.F. POOL 650 S.F. SANITARY SITE PLAN SHEDS 96 S.F. ``� \ \ y1,�;j/ ,• ,i \ L.2�3' N6��' ' SCALE = 1:20 TOTAL: 2835 S.F. (8.0%) DRAWN BY: KM ' 0 DATE: 09.11.25 TRUCK IN APPROX. 125 CY CLEAN FILL FROM APPROVED \ GFz�� 20 20' / � 40 PROPOSED LOT COVERAGE: SCALE: AS NOTED UPLAND SOURCE, INCLUDING 60 CY STRUCTURAL FILL TO BE PLACED AND COMPACTED BENEATH PROPOSED RAISED PATIO, ,� �' PROPOSED UTILITIES DWELLING 2,248.3 S.F. SHEET AND 65 CY UTILIZED FOR PROPOSED GRADING TO FRONT AND \ ,� �, GARAGE 357.0 S.F. SIDE OF HOUSE (MORE THAN 100 FEET FROM TOP OF BANK � /' �� \ EXISTING UTILITIES TBR COVERED PORCH 383.0 S.F. RAISED PATIO 577.2 S.F. Project:900 Fox Hollow Road,Mattituck EXISTING STRUCTURES/ DRIVE TBR SWIMMING POOL 650.0 S.F. Depth of # \ // ZONE AREA(SF) RUNOFF ADJUSTED 2"Rainfall 8'0 Drywell 10'0 Drywell Diam Drywell �Total LF /// �% �� �Q.��N � TOTAL: 4,215.5 S.F. (11.9%) ❑ COEFF. SQ FT Event /42.2 Ft; /68.42 Ft3 Used Sections Drywells PROVIDED \\ ,,/ , � (LF) Used(EA) ,� -----3 ------ EXISTING CONTOUR 1. MainHouse-North Roof 1402 1 1402 234 6 4 8' 8' 1 8'(133%) 2. MainHouse-South Roof 1415 1 1415 236 6 4 8' 6/8' 1 6'(100%) \ ,- ,�' PROPOSED CONTOUR 3.Cover porch 328 1 328 55 2 1 8' 2/8' 1 2'(100%) 4.Garage 424 1 424 71 2 2 8' 6' 1 6'(300%) 5.Driveway 2505 1 0.8 2004 334 -T 8 5 8' 8' 1 8'(100%) - 6.Swimming pool backwash 650 Ft2 x 6'Avg Depth=3900 Ft3%5 backwash=195 Ft3 195/,42.2= 4.6 Use 8' x 6'deep dry well ,_ _____------ // OF 1 SHEET