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TR-10724
Town Hall Annex Glenn Goldsmith,President ®��®� s®U��o®� 54375 Route 25 A. Nicholas Krupski,Vice President ® P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Q Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 Couv,��' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 19, 2025 En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: WIN WUNN, LLC 105 FLEETWOOD ROAD, CUTCHOGUE SCTM# 1000-137-4-8 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, February 12, 2025 regarding the above matter: WHEREAS, EN-Consultants on behalf of WIN WUNN, LLC applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of,,the Southold Town Code, the Wetland Ordinance of the Town of Southold, application`dated December 18, 2024, and, WHEREAS, said application was referred to the_Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policy 4 of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: the proposed structure is going further landward than the existing structure, maximizing the distance from the wetlands and the flood zone; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on February 12, 2025, at which time all interested persons were given an opportunity to be heard, and, 2 WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the project complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees APPROVE the application of WIN WUNN, LLC to demolish and remove existing one-story dwelling and accessory garage, and construct a new 1 & 2-story, 3,251sq.ft. (footprint), single-family dwelling and attached garage with 352sq.ft. rear attached deck with pergola and 14sq.ft. outdoor BBQ area; and 53sq.ft. front roofed-over landing; construct a 340sq.ft. raised (18") uncovered masonry patio; 79 linear feet of 18" high stone retaining wall; a 17'x40' swimming pool (equipped with saltwater filtration system), and 841 sq.ft. grade-level masonry pool patio with planters landward of pool patio; install window wells and 5.7'x19.5' basement steps; install a 4' high utility enclosure; install a generator, A/C units and pool equipment area; install a 26sq.ft. trash enclosure; remove and replace in-place existing 213sq.ft.grade-level masonry patio and 3' wide steps adjacent to bulkhead; install 4' high pool enclosure fencing; remove existing septic system and install a new I/A OWTS sanitary system; install stormwater drainage system; remove three (3) mature hardwood trees and replant three (3) native hardwood trees; with the condition of a one-to-one tree replacement with 2"-3" caliper; and as depicted on the site plan prepared by Marshall Paetzel, Landscape Architect, received on February 12, 2025, and stamped approved on February 12, 2025. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Very truly yours, Glenn Goldsmith President, Board of Trustees '+�' sii P rd• ' .A' q,rr'd•i, .✓' '• r rii! ' c,"',°`C' s ,s r ra� ro r ;re'P rr L �, a �, !+, � rj h r �r �, d4. T.�+T.S�''.e'-.4",�T,:�'ti�'SSL':c5;,..T'�"'�err'4�t,a'.TuSG?7�.i;4�%�'.5.C;..�ltt^.:+< !r7I". °.T.''db4S':s .aan°1�:&lTb..1Y7«:4T2'�31f..6'�3�:':`'�5=�1".x..�'��f&Iw..,.m.�T2�,a3:{.y'ST:.�7„ TTa4"'bYa@',�"•�''.:`��A�AtT?r°' StL��.� f �� f- ' Ei 6 pp `pw F � _ n BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 10724 DATE: FEBRUARY 12,2025 9 ISSUED TO: WIN WUNN,LLC q- PROPERTY ADDRESS: 1055 WOOD LANE,PECONIC sq SCTM# 1000-86-6-11 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ..eta'. accordance with the Resolution of the Board of Trustees adopted at the meeting held on February 12,2025,and in consideration of application fee in the sum of$1,250.00 paid by Win Wunn,LLC and subject to the Terms ® , and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish and remove existing one-story dwelling and accessory garage,and construct ^r a new 1 &2-story,3'251sq.ft.(footprint),single-family dwelling and attached garage with 352sq.ft. rear °L attached deck with pergola and 14sq.ft.outdoor BBQ area; and 53sq.ft.front roofed-over landing; . z . ... construct a 340sq.ft. raised(18")uncovered masonry patio; 79 linear feet of 18" high stone retaining wall; a 171x40' swimming pool(equipped with saltwater filtration system),and 841sq.ft.grade-level masonry pool patio with planters landward of pool patio; install window wells and 5.7'x19.5' basement steps; install a 4' high utility enclosure; install a generator,A/C units and pool equipment area; install a 26sq.ft. trash enclosure; remove and replace in-place existing 213sq.ft.grade-level masonry patio and 3' ++f:,• H.. wide steps adjacent to bulkhead; install 4' high pool enclosure fencing; remove existing septic system and !( install a new I/A OWTS sanitary system; install stormwater drainage system; remove three(3)mature '`•� -. hardwood trees and replant three(3)native hardwood trees; with the condition of a one-to-one tree g replacement with 2"-3"caliper; and as depicted on the site plan prepared by Marshall Paetzel, Landscape Architect, received on February 12,2025,and stamped approved on February 12,2025. .." E � r IN WITNESS WHEREOF,the said Board of Trustees fiereby causes its Corporate Seal to be-affixed, "`'pi•; and these presents to be subscribed by a majority of the said Board as of the day and year written above. `. 4%safFQ(�•c _ 4 'R w y�0 2 {T �t ., a / °. .r.:. 4 w I- 1e, .�' eq ,BW ,y �l n, ,� •r3n� "bbrr ! 1♦syl .,\ 't '°+e 6! - rs y�r11� .;€-' t �56�.4.., ,.' ��. •-w!•t.r` z.' .•�•\•.;b.i�r .,-' 6 • �• b f� :r, -!�b_ ♦�„bF - •y. -4.i E6P i+♦ ? 01:0_b! TERMS AND CONDITIONS The Permittee Win Wunn,LLC, 1055 Wood Lane Peconic New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1.. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months, which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. MEAN HIGH WATER EQUALS TIDAL ACCESSORY I WETLANDS BOUNDARY AS DETERMINED � PROPOSED BY L CONSULTANTS,2-21 ET PROPOSED 4'HT. DWELLING SEPTIC AIR SERVICE LAND N/F OF POOL GATE+FENCE STRUCTURE TO OUTDOOR OUTDOOR SHOWER TO BE PIPED TO DRYWELL PERFORATED NDS PIPE (BY ENGINEER) IRREVOCABLE TRUST I BULKHEAD+ (TYP-) 70 F��p � PROPOSED SEPTIC EXISTING UTILITY POLE+ PROJECT LIMITING SILT FENCE BODENSTEIN FAMILY 2012 ZONE AE o N STEPS 157 SF OF EXISTING �2� EXISTING 1 PROPOSED 4'HT. ELECTRIC SERVICE OVERHEAD WIRE TO REMAIN (SEE DETAIL 1)- WIN WUNN LLC (EL 6) Z 0 °48'30"W WALKWAY+PATIO WOOD POSTS WITH y / WOOD POOL GATE+ (BY ENGINEER) (TYP.) AREA OF DISTURBANCE_ I 13 m S 3 TO BE REMOVED COBBLESTONE INLAY /' FENCE(TYP.) 29,770 SF(or 0.68 acres) 1055 Wood Lane 310.21' EXISTING - O ■ CP Peconic, New York u 213 SF ZONE X ZONE X ■ - oy\ a �- GRADE-LEVEL ,� 0.2%CHANCE � ® � ', F c 9 CD � <F I o MASONRY I // ANNUAL FLOOD/ 1 ■ q/R PROPOSED °Vorn� PATIO+STEPS F�FC I/A SANITARY SYSTEM \� o I BE DW-5 (BY ENGINEER) i LG LG LG oy Z IN-PLACE I J © I I 10 ( DW-3 PROPOSED c7 \ FIFA / _J L _J L �\\ ON -� 4'HT.UTILITY \ / cw �\ DBE \ o oLL- cw \ ENCLOSURE qiR / oN \ � A 19'-5" � � O ST - . . +11.0 11.0+±61' AC AC h I LG LG LG \ PROPOSED 23'-6" ��� ` �/ L� ON GRADE-LEVEL PATIO \� y I PROPOSED 841 SF O� o GRADE-LEVEL + CO - - \ - s `7 'v MASONRY PATIO + PROPOSED 60 SF oy�� m arshallpoetzel + GRADE-LEVELPROPOSED79LF + PROPOSED PERVIOUS GRAVELEG EG EG py J 18"HT.STONE + 2"TREAD ON PROPOSED _ WITH STEEL EDGING L _ _ _J L_ - - L- _ _ � _ LANDSCAPE ARCHITECTURE �I`IE I RETAINING WALL t EDGE WALL 1 340 5F N oy AE W W I z COVERED N EXISTING TREE \�oy W EL'6` LL `W W TO BE REMOVED ' PO Box 478 W +60' 16'11" (TYP.) 30'-7" \ 5175 Middle Road W W LL W pR5POSED / + 01 - Mattituck,NY 11952 SWIMMING POOL + 47'-6" \ _ / EXISTING TREE PROPOSED W W W W W + TO REMAIN 426 SF GRADE-LEVEL _ + PROPOSED 352 SF G (TYP.) MASONRY PAVING phone: (631)209-2410 1w r _.. UNROOFED WOOD DECK - o fax: (631)315-5000 W WITH PERGOLA '� ��F email: studio@mplastudio.com -PROPOSEDFTWIDE VEGETATEDI - o\ �,c'J NON-TURF BUFFER TO © PROPOSED 2308 SF PROPOSED \ -„ w 14'-11" PROPOSED ;; - ARCHITECT: BE ESTABLISHED I PROPOSED GRAVEL DRIVEWAY 1 +2-STORY DWELLING U.G.ELECTRIC PURSUANT TO TOWN I / 340 SF RAISED Fc C) Christopher Powers, RA p W W - WETLANDS PERMIT NO. (18"HT.) (5-BEDROOMS,4136 SF GFA) SERVICE - Powers Hancock Design o W L PROPOSED - -_- -- - uc ELEC /G (BY ENGINEER) PO Box 400 10635 UNCOVERED FEE:14.0 �__ _ South Jamesport, NY 11970 Z / 1 T X 40' MASONRY PATIO u ELE U/G ELEC U/G E U/G ELEC ! ELE U/G ELEC U/G ELEC O �-� SWIMMING POOL i- _ -- -- _ C U/G C U/G ELEC W W -+ W TH SALTWAT R ______ _ _ u/G E _ - W _ - I E co LEC -�_ O EXISTING - CHANNEL DRAIN _ _ _ _ U/G ELEC fRV 3 03 0800 PROPOSED FILTRATION SU SURVEYOR: W W W W W HABITABLE / COPING:11.2 PIPED TO 1 w w ,N /G ELEC U/G ELEC Kenneth M Woychuk Land Surveying, PLLC c W W,V . DW - - - -- - i w �� -- - U/G ELE ed La PROPOSED U/G ELEC ___ Y � W •` �! DRYWELL i ! c N.Y.S.Licensed Land Surveyor W y ELL - W W EXISTING 984 SF - S W + / - -- - - -- - 15 SF STEPS PROPOSED U/G ELE P.O. Box 153 m ` W ` , 1-STORY DWELLING _ _ _ 1-STORY uic E�E� o - W . TO BE DEMOLISHED 8.08' - - - b_ - - - - C R ELL WATER SERVICE Aquebogue, NY 1193 2 STORY ONCRETE D YW 1 REMOVED + o PROP. 55 SF (SEE DETAIL 2) (BY ENGINEER) I Office: (631) 298-1588 / ROOFED-OVER p + + 4 5 PROPOSED ` `" LANDING EXISTING UTILITY POLE+ ) EXISTING- (1 } + 157 SF - - - OVERHEAD WIRE ' W W O / TO BE ABANDONED PROPOSED I y W WELL TO BE + UNENCLOSED, W N , (TYP.) CATCH BASIN ABANDONED + PARTIALLY ±84 ih ROOFED-OVERT _ � � 1-STORY ' DIN- 1 1 (TYP.) 0 ATTACHED pR0 p PADO + Cl) T.H. WOOD DECK i �'� X� I� i9 GARAGE N i li J RAISE + WITH STEP N J \ _ / 0 O -- \ - „ W ppOSED w� i 52'-8" 18'-5"�c 23'-0" w SWIM ING POOL z} 94'-1" p W FEB pR 1 ?_ 2025 Z -- - o - - - 23'-6" a w / + m + o W W.W. �. U_ W W 3' to 5 T ± pA � U_ m . W „EL ® O � Ll O PROPOSED G�DE-LE C\ W.W. W.W. O PROPOSED DECK I \ _ p zW W y ±88' r W PROPOSED 0 10 w PD-1 '� W W W W y < HABITABLE DWELLING I 1 N <, \ I EXISTING . W W 0 \ DW'4 \ / WATER MAIN � o MONUMENT w SITE DATA: w Z W W I• (TYP.) cn I SCTM#: 1000-86-6-11 I' / TFFFFf I H+H I+FHI I+H+I FFFH I+�+H+FH++fi I+I H+I-t I+i+H I+H+FFHi+}I+FF I H+H I+H41 H+I+H+H++i+H I+F+�FI H+H Imo;;-FI H+H I+i+H H+H+FF+H+FFFFI H+H I+H+I F+H+H I I 1 I l I I I+H+I H+H t F z Zoning District: R-40 EXISTING 343 SF PROPOSED 90 SF PROPOSED PROPOSED 97 SF PROPOSED 26 SF PROPOSED 4'HT. 288.68' F g I II O EXISTING --'"�� EXISTING---/// O O 1-STORY GARAGE WINDOW WELLS POOL EQUIPMENT PERVIOUS GRAVEL PAD TRASH ENCLOSURE WOOD POOL GATE+FENCE Lot Area:29,941.13 SF (or 0.69 acres) I WOOD POST SANITARY MANHOLE TO BE DEMOLISHED+ WITH STEEL EDGING WITH (TYP.) ' Buildable Land: 29,797 SF / (TYP.) TO BE ABANDONED' REMOVED PROPOSED GENERATOR 7 GENERATOR+POOL EQUIPMENT \ I (or 0.68 acres) 100-FT SETBACK FROM MEAN HIGH WATER ALONG LAND N/F OF NOTES: ANTHONY LOFASO ' I BULKHEAD/TIDAL WETLANDS BOUNDARY, ZONING + COVERAGE CALCULATIONS 1. Base ma information based on / z AS DETERMINED BY EN-CONSULTANTS,2-21-2024 Q p survey I m Zoning District R40 O prepared by Kenneth M Woychuk Land TREE REMOVAL WITHIN/PARTIALLY WITHIN Lot Area 29941.13 SF Surveying, PLLC dated February 26, 2024. 18'-0"MAX. C.to C. 100-FT OF BULKHEAD NOTE: Buildable Land Lot Area Landward of Bulkhead 29797 SF ( ) 2. This drawing is for the purpose of DE o m Allowed Coverage 20'%o of Buildable Area O obtaining p / -4 NATIVE HARDWOOD TREES TO BE PLANTED WITHIN �• g ( ) 5959.45E ' I g permits only. NOT FOR z �� CONSTRUCTION. I 100-FT OF BULKHEAD TO REPLACE 4 NATIVE HARDWOOD 1 ,� Maximum GFA(3350 SF+10■%o of 9797 SF (979.1 SF)) 4329.7 SF / TREES REMOVED FROM WITHIN/PARTIALLY WITHIN .� j ,� '` i✓ "� w W 100-FT OF BULKHEAD (1:1 REPLACEMENT). � r� 4 O� � LL 3. Unauthorized alteration of this plan is a � EXISTING COVERAGE CALCULATION violation of NYS Education Law. I PERSPECTIVE VIEW Existing 1-Story Dwelling 984 SF GEOTE D T 1327 SF L E G E N D REVISIONS TIED T WIRE FENCING Existing 1-Story Garage 343 SF _ WIRE FENCE 2"x4"OPENINGS DATE DESCRIPTION_ I 48"FENCE POST o __ EXISTING UTILITY POLE+ 02.06.25 UPDATE TREE REMOVAL NOTE+ EXISTING COMPACTED SOIL 8'O.C. Total Existing Coverage 1327 SF(4.5/) PROPERTY LINE - off- OVERHEAD WIRE QUANTITYAS PER TRUSTEES GRAD GEOTEXTILE SITE MEETING ON 21512025, TO BE BURIED PROPOSED GROSS FLOOR AREA CALCULATION EXISTING UTILITY POLE+OVERHEAD UPDATE PROPOSED COVERAGE �ePi��'�O��D �j� IN GROUND, — STE G c S SHOWN SLOPE MEAN HIGH WATER = WIRE TO BE ABANDONED CALCULATIONS. BOARD OF 1 h J ES E First Floor 2592 SF Second Floor 1088 SF 4136 SF TOWN OF SOUTHOLD I 0 NOTE: FIRM ZONE BOUNDARY EXISTING WATER MAIN 2" MAXIMUM DRAINAGE AREA Garage 456 SF 1 5" 1/2 ACRE / 100 LINEAR FEET DATE V e10(-IJLG rl Ir pl� Total Proposed GFA 4136 SF - 100,SETBACK FROM TOP OF BANK AIR PROPOSED SEPTIC AIR SERVICE s e a / I PROJECT LIMITING SILT FENCE NDSCgp PROPOSED COVERAGE CALCULATION (Town Defined Buildable Land Area = 29,797 SF) „PIER LINE" ELEC PROPOSED SEPTIC p F ELECTRIC SERVICE �. C� A �n a n I Detail Not to Scale � ar/ Proposed 1+2-Story Dwelling 3048 SF � Proposed Covered Porch 340 SF I I H I I I I I I I I I I I I I PROJECT LIMITING SILT FENCE U/G ELEC x j "" r•tt PROPOSED U.G.ELECTRIC SERVICE tL, '� ✓ 8"TRAFFIC BEARING Proposed Roofed-Over Landing 55 SF 5098 SF t CONCRETE SLAB COVER Proposed Wood Decks 509 SF �� _ EXISTING STRUCTURE SDR 35 PVC INLET PIPE--,,-- GRADE Proposed Raised(18 HT.) Masonry Patio 340 SF TO BE REMOVED PROPOSED WATER SERVICE tS��q 00271 p-�yOQ� --- SEE PLAN FOR PIPE SIZE TOP OF DRYWELL Proposed POOL 806 SF 2'-0" MAX (SEE PLAN FOR �OF N�`N ELEVATION) (12) 12 EXISTING CONTOUR ST PROPOSED SEPTIC TANK SDR 35 PVC Total Proposed Coverage 5098 SF(17.1%) PROPOSED CONTOUR DECK DWELLING OVERFLOW PIPE ❑ ❑ ❑ ❑ ❑ BACKFILL 3'-0"MINIMUM TITLE: SEE PLAN FOR ❑ ❑ ❑ AROUND DRYWELL WITH PIPE SIZE 1 4"-1 "MEDIUM COARSE Drainage Calculations and Structure Schedule TEST HOLE 0 + 12,0 PROPOSED SPOT ELEVATION Cp PROPOSED SEPTIC ❑ ❑ ❑ ❑ ❑ SAND/GRAVEL McDONALD GEOSCIENCE CONTROL PANEL ❑ ❑ ❑ ❑ ❑ PRECAST CONCRETE Residence(3048SF @ 100'1o),Gravel Driveway(2308 SF @ 100•/o),Grade Level Masonry(1267 JANUARY 23,2024 SEE PLAN FOR DEPTH STORM DRAIN RING SF @ 100'�),Covered Porch(340 SF @ 100%), Raised Masonry Patio(340 @ 100%),Window $T.H. TEST HOLE DB PROPOSED SEPTIC ❑ El EJ ❑ ELEV. 10.1 DISTRIBUTION BOX NOTES: Wells+Basement Steps(173 SF), Outdoor Shower{38 SF @ 100•�) =7514 SF SITE PLAN ❑ ❑ ❑ 7514 SF x 2"rainfall (.167)=1255 CF/8'Dia. Drywell (42.3) =29.67'depth req'd ❑ � ❑ � ❑ 4'-0"MINIMUM PENETRATION BROWN EXISTING WOOD POST WITH INTO RATEABLE SOIL. DW-1 8'Dia x 8'depth SM SILTY SAND COBBLESTONE INLAY CO PROPOSED CLEAN OUT ❑ ❑ ❑ ❑ 25'-0"MAXIMUM DEPTH BELOW DW-2 8' Dia x 6'depth 2_5 PROPOSED 4'HT. GRADE DW-3 8' Dia x 6'depth WN WOOD POOL FENCE LG PROPOSED LEACHING GALLEY 2'-0" MIN SEE PLAN FOR WIDTH 2'-0"MINIMUM ABOVE GROUND DW-4 8' Dia x 8'depth SP FINE OSAND GROUND WATER LINE WATER DW-5 8' Dia x 2'depth PROPOSED 4'HT. NON-RATEABLE SOIL 9.3' -WATER EL 0.8 EG PROPOSED EXPANSION GALLEY — POOL FENCE+GATE 2'-0"MAXIMUM 30 depth provided 0 5 10 V-0" ACCESSCHIMNEY(IF Proposed Pool Discharge(680 SF x 4.5'Avg. Depth=3060 CF) O EXISTING TREE TO REMAIN MIS SAND AND GRAVEL-RATEABLE SOIL NECESSARY) 3060 CIF x 5%=153 CF/8'Dia. Drywell (42.3) =3.6'de th re 'd �DW-1� PROPOSED DRYWELL N CLEAN MEDIUM p q EXISTING TREE TO REMOVED COARSE FILL DRYWELL TO BE INSTALLED AS p PER STATE AND PD-1 8 Dia X 4 d . th WATER IN SCALE 1 = 10� LOCAL CODES N depth provided SP BROWN FINE SAND W.W. WINDOW WELL (PD.0 PROPOSED POOL DRYWELL DRAWN BY: *NOTE-BOTTOM OF DRYWELL TO BE MIN 2'ABOVE GROUNDWATER ELEV. A.SCHEEL �� PRECAST CONCRETE DRYWELL CHECKED BY: 2 AS SHOWN ON TEST HOLE DATA PREPARED ' .-...,.;. t + � + J.PRETZEL Detail Not to Scale BY McDONALD GEOSCIENCE DATED 01/23/2024 VEGETATED NON-TURF BUFFER + +++++++ PLANTER DATE:2024.11.01 —17.0' + + + REVISED:2025.02.06 SHEET OF 1 SOUTH TRUSTEES O� LD . No. Issued �- a�1 Issued T W; n Winn , Date I � /a5 Jd � �oo asLant- Address. , THIS. NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 TEL.: 765-1892 �\�ra� so Town Town Hall Annex Glenn Goldsmith, President ® 54375 Route 25 A. Nicholas Krupski, Vice President �® I P.O. Box 1179 Eric Sepenoski gr Southold, New York 11971 Liz Gillooly elm Telephone (631) 765-1892 Elizabeth Peeples �® Fax (631) 765 6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD F OKED OFF 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHE BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1st day of construction '/z constructed When project complete, call for compliance inspection; I MEOW POWERS HANCOCK DESIGN PO Box 400 South Jamesport,NY 11940 MC g Ni RICHMOND CREEK ,stophe Powers ACCESSORY I x DWELLING I `'"'—T------"—; STRUCTURE ' EXISTING j 872 SF ' I F--j DWELLING TO f1f I BE REMkVED— J PATIO ISSUEI REVISION r t` x N0. DATE ISSUE rnusT�ssueNissIoN � I I , DWELLING I I +2,845 --- I QFrK COV RED I DECK PORCH I x _i ' 34 SF NG—— ` � r E 9E x J VED - DWELLING 2,592 SF I GARAG 404 SF I m LGARAG I F I I I ' I � I ' x ( PROJECT TITLE: I a 1055 WOODS LANE I PECONIC,NY x I SHEET TITLE: I _ NEIGHBORING PROPERTIES DATE: PAGE: 01-28-2025 f EB 12 2025 :fit •� S- •� •i. 1 it Suld .r .,.r fP• "'T `4V ¢ .d/,� ' y�, FJf" . y. �/ r:+�[v .-L .;-P tip 49 �- .. � . ._ a _ —.. c� U LdyCf r I RI V I C l lC " FEMA Legend SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT Without Base Flood Elevation(BFE) , Zone 4,V 499 4 SPECIAL FLOOD With BFE or Depth zone AE.AO.AH.VE.AR HAZARD AREAS Regulatory Floodway Nk 0.2%Annual Chance Flood Hazard,Areas of 1%annual chance flood with average depth less than one foot or with drainage areas of less than one square mile = Future Conditions 1%Annual IF Chance Flood Hazard zone, Area with Reduced Flood Risk due to OTHER AREAS OF Levee.See Notes.Zr,,,K FLOOD HAZARD Area with Flood Risk due to Levee NO SCREEN Area of Minimal Flood Hazard �Of)E'QE Effective LOMRs (EL�7�Feet� OTHER AREAS Area of Undetermined Flood Hazard 36103CO162H GENERAL -—-- Channel,Culvert, or Storm Sewer STRUCTURES 1 1 1 I I i I Levee. Dike.or Floodwall E 20 2 Cross Sections with 1%Annual Chance 17•5 Water Surface Elevation Toy;u o outhold e- - Coastal Transect �( 360813 sq-- Base Flood Elevation Line(BFE) Limit of Study Jurisdiction Boundary Coastal Transect Baseline FEB 12 2025 mime ,may OTHER _ Profile Baseline FEATURES Hydrographic Feature [own { R rustees Digital Data Available No Digital Data Available MAP PANELS Unmapped The pin displayed on the map is an approximate point selected by the user and does not represent ARE=A OF MINIMAL FLOOD HAZARD an authoritative property location. Zon'e�X This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA.This map was exported on 2i 11/2025 at 8:34 PM and does not reflect changes or amendments subsequent to this date and • time.The NFHL and effective information may change or become superseded by new data over time. L IE,�VE This map image is void if the one or more of the following map +► EL 16 Feet elements do not appear: basemap imagery,flood zone labels. legend.scale bar, map creation date,community identifiers. vM_slAW"d_,,,,,,,, FIRM panel number,and FIRM effective date.Mao images for Glenn Goldsmith,President~ �O�pSUFfO(,1-coGy Town Hall Annex A.Nicholas Krupski,Vice President 1 54375 Route 25 0 Eric Sepenoski W ,? P.O.Box 1179 Liz Gillooly �y • �� Southold,NY 11971 _ O Elizabeth Peeples l �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time:F4rvar4 5,202S Completed in field by: U1 iza.b�A p-eeao le's En-Consultants on behalf of WIN WUNN, LLC requests a Wetland Permit to demolish and remove existing one-story dwelling and accessory garage, and construct a new 1 & 2-story, 3,251sq.ft. (footprint), single-family dwelling and attached garage with 352sq.ft. rear attached deck with pergola and 14sq.ft. outdoor BBQ area; and 53sq.ft. front roofed-over landing; construct a 340sq.ft. raised (18") uncovered masonry patio; 79 linear feet of 18" high stone retaining wall; a 17'x40' swimming pool (equipped with saltwater filtration system), and 841sq.ft. grade-level masonry pool patio with planters landward of pool patio; install window wells and 5.7'x19.5' basement steps; install a 4' high utility enclosure; install a generator, A/C units and pool equipment area; install a 26sq.ft. trash enclosure; remove and replace in-place existing 213sq.ft.grade-level masonry patio and 3' wide steps adjacent to bulkhead; install 4' high pool enclosure fencing; remove existing septic system and install a new I/A OWTS sanitary system; install stormwater drainage system; remove three (3) mature hardwood trees and replant three (3) native hardwood trees. Located: 1055 Wood Lane, Peconic. SCTM# 1000-86-6-11 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: ✓Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: /G. G dsmith N. Kry��ki . Sepenoski V . _ E . Gillooly �/ E. Peeples S.C.T.M. N0. DISTRICT. 1000 SECTION: 86 BLOCK: 6 LOT(S): 11 MEAN HIGH WATER EQUALS TIDAL WETLANDS BOUNDARYAS' DETERMINED BY EN-CONSULTANTS C I VD RICHMOND CREEK 02-21-2024 BW3.1 14.39' TW 7.3 N 89007'50"E N 86034'30"E MHWALONG 86.24' _ -MHWEL 1.0-- ZONE AE(EL6) DEC 1 8 2024 MHW EL 1.0-_ Tw 7.z WOOD BULKHEADFRr T" BW •a_ o••-••-••- • . FLOOD ZONE BOUNDARY — !W7.f.. _.._ —• TW8.3 STEP FIRE BW 5.1 Zp .QV 7.7 12"OAK O TW 12.5 Southold Town TW 10. TW 11 s'• OIJ; Ry : BW sb, SW 10.3 Board of TrusteesSTONE A 10"OAK o 22"MAPLE 'PATIO •' O 16"OAK 00 28 O K M 0 O r -------1 12"OAK 18"OAK WELL 3 : ::.30.5'............. a O 00 :::•:::.....:.•::•:::�::•:::•: : N DECK I o I ST%-FRAME ; -6 WOOD';I n STOOP 1'.....8. :: ---7 r I : : : : :..` AK0 ;::: 18" 32"OAK \ I EXISTING L-, �� O 15"OAK \ I DWELLING I I I I \ I I I EXISTING I I o I DWELLING 11"OAK I I O I M 200 OAKSANITARY T.H. c \ I I I a, 26"0fyK ZONE \00 8 4' 0 ZONE X cO 22"00AK \01- 0.2%CHANCE ANNUAL FLOOD ... GARAGE: o �" 10"OAK \2 LAND N/F OF / :•.j 23"OAK - ,. .,�•� \ ANTHONY LOFASO 15"OAK :•+O.:, 0 LAND N/F OF DWELLINGS BODENSTEIN FAMILY 2012 W/PUBLIC WATER I `• :d; 17"O K f-150' •y IRREVOCABLE TRUST } DWELLINGS 0•P• Pam, W/PUBLIC WATER 12 150,i 10 ( STK. ZO 20"OA\ M 17"OAK :•�•• crj o.Y • U.P. TOWN OF SOUTHOLD V LOT COVERAGE °t BUILDABLE LAND AREA:29,797 S.F. 0 DWELLING W/ROOF OVERHANG:901 S.F. DETACHED GARAGE:344 S.F. / o TOTAL:1245 S.F.or4.2% 20"OAK o •y 14"OAK Q- NYSDEC LOT COVERAGE o / ADJACENT LOT AREA:29,797 S.F. 00 "• ,�/ DWELLING W/ROOF OVERHANG:901 S.F. o� p• ',b !�14"OAK WOOD STOOPS W/STEPS: 82 S.F. o ELEV. 10.1 DETACHED GARAGE:344 S.F. Z STONE PATIO:365 S.F. SM BROWN " ;•,• N� _ SILTY SAND 2.5' TOTAL:1692 S.F.or 5.7/o Q / O — 'r', / ap BROWN orh SP FINE SAND m 9.3' 18"OAK • 12 K ''.'e / WATER EL 0.8 WATER IN BROWN FINE ` STONE. SP SAND MON. N80-45, ,,W ti WALL / \� 77.0' DWELLINGS � � •• _ 30 r: :: 01/23/24 W/PUBLIC WATER I WATER MAIN •• _ EDGE OF 100.35 McDONALD GEOSERVICES �-150' �j DIRT ROADWAY I �VACANT I _ _ _ ON. 12 DWELLING I /-� W/WELL WATER I U.P. U.P. � — FEMA MAP#36103C0162H I DWELLINGS R AR EFFECTIVE 09/25/2009 W/PUBLIC WATER 15o' THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL UPLAND AREA: 29,797 S.F. or 0.68 ACRES LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA:29,941 .13 SQ.FT. or 0.69 ACRES UPDATE 07/01/24 ELEVATION DATUM: NAVD88 _______ UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A WOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW, COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY, GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U770N LISTED HEREON, AND TO 7HE ASSIGNEES OF 774E LENDING INSTITURON, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE S7RUC77JRES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD17IONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: RONI JACOBSON; ` MAP OF: FILED: SITUATED AT:PECONIC TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #224-09 SCALE:1 "=30' DATE: FEB. 26, 2024 N.Y.S. LISC� . N0. 050882 PHONE (631)298-1588 FAX (631) 298-1588 r PowersHancockDesign D E C Q/ PO Box 400 !/ South Jamesport,NY 11970 Date: January 31, 2025 JAN 3 0 2025 i Southold Board of Trustees Southold Town Board of Trustees Reference: Jacobson Residence 1055 Woods Lane Peconic, NY To Whom it May Concern, Please find a full size set of Architectural plans attached for 1055 Woods lane. Regards, Ashley Hancock Page 1 of 1 Dow w 'hF 'R�L� 6 Y POWERS HANCOCK DESIGN 4 PO Box 400 �A South Jamespoft, NY 11940 j '4� W '4� 'g, Christopher Powers k�' I E ILD JAN o Southold Town Board of Trustees ISSUE REVISION NO. DATE ISSUE IRC 2020,INCLUDING UNIFORM SUPPLEMENT 2018 CHAPTER T BUILDING PLANNING ENERGY ANALYSIS NOTES DRAWING LIST PROJECT TEAM 1 01-28-25 TRUSTEES SUBMISSION SECTION R301:DESIGN CRIFERIA AMERICAN FOREST&PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE&TWO FAMILY 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION DWELLINGS(2018 EDITION) CODE.THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE ENERGY EFFICIENCY GLAZED OPENINGS IN WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED PROGRAM TO EXCEED THE ENERGY EFFICIENCY REQUIRED BYTHIS CODE. OWNERS: STRUCTURAL ENGINEER: SECTION R303 LIGHT VENTILATION AND HEATING 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN THE SPACE Uj WHERE THE FURNACE IS LOCATED.CERTIFICATE SHALL COMPLY WITH IRC.Ill 101.14 0 Lu JACOBSON, RONI SELLERS TREYBAL REQUIRED GLAZING AREA HABITABLE ROOMS: 8% Li �07_ REQUIRED OPENABLE AREA: 4% 3. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO D UD WIN WUNN LLC STRUCTURAL ENGINEERS cf) �-> D PROVIDE 3 SO FT OF WINDOWS.1.5 SO FT OPERATIONAL IN BATHROOMS*EXCEPTION:WHERE ARTIFICIAL LIGHT THE INSULATION ON THE SURROUNDING SURFACES cf) Lij CE 175 WEST 73RD ST APT. 2J JOHN@STS-ENGINEERS.COM AND/OR MECHANICAL VENTILATION IS PROVIDED 4. INSTALLATION-THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN cr ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL,AN NEW YORK, NY 10023 802-497-1174 PROVIDE STAIRWAY ILLUMINATION AT INTERIOR&EXTERIOR STAIRS APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. SECTION R304:MINIMUM ROOM AREAS LO PROVIDE MIN.1 ROOM WITH NO LESS THAN 120 SO F7 5. TESTING-BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN OR EQUAL TO 3 c\j ACH50 IN CZ 4A,5,6A TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY, Q ARCHITECT: OTHER ROOMS SHALL HAVE FLOOR AREA NO LESS THAN 70SF C\i *EXCEPTION FOR KITCHENS 6. DUCTS-SUPPLY&RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8 @ 3"OR GREATER IN Lu CC) POWERS HANCOCK DESIGN, LLC DIAMETER,AND R-6 @ DUCTS LESS THAN 3"IN DIAMETER. Q�i MIN.DIMENSIONS FOR HABITABLE ROOMS NO LESS THAN 74'ANY HORIZONTAL DIMENSION DUCT SEALING-DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. < *EXCEPTION FOR KITCHENS 7. DUCTTESTING-DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED THIRD Q 0 PO BOX 400 SECTION R305.CEILING HEIGHT PARTY. A-000 COVER SHEET DRAWING LIST X SOUTH JAMESPORT, NY 11970 MIN.CEILING HEIGHT FOR HABITABLE ROOMS=T-O" 8. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS A-001 SITE PLAN/ZONING INFORMATION INFO@POWERHANCOCKDESIGN.COM *HALLS,CORRIDORS,BATHS,LAUNDRY AND BASEMENTS=7'-0" 1.BEAMS AND GIRDERS NOT LESS THAN 4'-0"D.C.CAN PROJECT 6" 9. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS>l 05 F DEGREES OR<55F DEGREES SHALL BE A-002 CODE SHEET (631)703-0800 2.SPACES IN BASEMENTS OTHER THAN HABITABLE SPACES MAY HAVE CEILING HEIGHT=6-8"(BEAMS,GIRDERS& INSULATED WITH R-3 MIN� DUCTS MAY PROJECT TO 64') 10. MECHANICAL VENTILATION-SHALL MEET THE REQUIREMENTS OF THE IRC/IMC A-003 WINDOW AND DOOR SCHEDULES 3.NO MORE THAN 50%OF REQUIRED FLOOR AREA TO HAVE SLOPED CEILING LESS THAN REQUIRED HEIGHT 11, EQUIPMENT SIZING-PER ACCA ANNUAL S,BASED ON LOADS CALCULATED PER ACCA MANUAL J AS PROVIDED 4,BATHROOMS SHALL HAVE A MINIMUM 64'CEILING HEIGHT OVER FIXTURES AND SHOWER HEAD SHALL HAVE A BY A THIRD PARTY HERS RATER. A-020 SURVEYOR: LANDSCAPE ARCHITECT: MINIMUM CEILING HEIGHT OF 6'-8"ABOVE A MIN.AREA OF 30"X30"AT THE SHOWER HEAD 12. LIGHTING-A MIN.OF 75%OF PERMANENTLY INSTALLED FIXTURES UST HAVE HIGH-EFFICANY LAMPS A-021 KENNETH M WOYCHUK MARSHALL PAETZEL SECTION R308:GLAZING 13. ALLHVAC,PLUMBING&ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY EFFICIENCY. PROVIDE SAFETY GLAZING WITH EMBOSSED MARK IN ALL HAZARDOUS LOCATIONS PERMITTED INTERNATIONAL MECHANICAL CODE,INTERNATIONAL ENERGY CONSERVATION CODE.IT SHALL BE THE A-030 INTERIOR FINISHED SCHEDULE LAND SURVEYING, PLLC LANDSCAPE ARCHITECTURE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN,CALCULATIONS, SECTION R309�GARAGES AND CARPORTS DPAY'�INGS,WRITTEN STATEMENTS IF THE MECHANICAL,AIR CONDITION,VENTILATION,HEATING SYSTEMS PO BOX 153 5175 ROUTE 48 OPENING PROTECTION FROM GARAGE TO SLEEPING ROOM NOT PERMITTED (NEW EXISTING OR UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR DUCT PENETRATIONS SHALL BE MIN.26 GUAGE SHEET STEEL.NO OPENING INTO GARAGE PERMITTED BUILDING DEPARTMENT, AQUEBOGUE, N.Y. 11931 PO BOX 478 PROVIDE VERTICAL SEPARATION.VERT:3/4"RESISTANCE(5/8"TYPE X GARAGE SIDE,1/2"TYPE X OPPOSITE SIDE) 14. ADDITIONS,ALTERATIONS OR RENOVATION:SHALL COMPLYWITH IECC 2015 UNALTERED PORTIONS OF THE 631-298-1588 MATTITUCK, NY 11952 PROVIDE HORIZONTAL PRCTECTION.HORIT ONE LAYER 5/8"TYPE X GYPSUM EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. A-100 BASEMENT CONSTRUCTION PLAN X PROVIDE NON-CDMBUSTIBLE FLOOR SURFACE 15. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND A-100.1 BASEMENT CONSTRUCTION PLAN (FINISHED) 631.209.2410 SECTION R310:EMERG.ESCAPE AND RESCUE OPENINGS COOL!NG SYSTEM IN ACCORDANCE WITH SECTION Nl 103 CONTROL SYSTEMS. LLJ PROVIDE SLEEPING ROOMS AND HABITABLE BASEMENT AREAS SILL HEIGHT NO MORE THAN 44"A.F.F. 16. ALL EXTERIOR WALLIFLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH A-101 FIRST FLOOR CONSTRUCTION PLAN X MIN.OPENING AREA=5.75 SO FT(5 SO FT AT GRADE) TABLE R.402.4.1.1 APPLY A BEAD OF CALK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO MIN.OPENING HEIGHT CLEAR=24" INSTALLING INTERIOR GYPSUM ALL BOARD. A-102 SECOND FLOOR CONSTRUCTION PLAN X 0 MIN.OPENING WIDTH=20" LLJ A-103 ROOF CONSTRUCTION PLAN NO TOOLS OR KEYS ALLOWED FROM INSIDE MIN.HORIZONTAL AREA OF WINDOW WELL SHALL BE 9 SO FT&MIN.WIDTH OF 36" A-104 PARTIAL PLANS (GARAGE)/ PATIO DR. CONFIG. OPTIONS PROJECT DESCRIPTION SECTION R31 1:MEANS OF EGRESS A-201 EXTERIOR ELEVATIONS X PROVIDE UNDER STAIR PROTECTION ENCLOSING ACCESSIBLE SPACES UNDER STAIRS WITH WALLS AND ANY < SOFFITS WITH 1/2"GYP.BID. A-202 EXTERIOR ELEVATIONS X MIN.WIDTH FOR HALLWAYS IS 3'-0" A-301 BUILDING SECTIONS BRIEF DESCRIPTION: MIN.1 EXIT DOOR PROUD WITHOUT TRAVEL THROUGH GARAGE CONSTRUCTION OF NEW SINGLE FAMILY DWELLING MIN.OPENING 3"0"WIDE x 6-13"HIGH A-302 BUILDING SECTIONS WIDTH SHALL NOT BE LESS THAN 36"CLEAR.HANDRAIL PROJECTION IS 4.5"MAX HEADROOM MIN.=6'.8' A-303 BUILDING SECTIONS SITE WORK: TREADS AND RISERS�8.25"MAX RISE,9"MIN.TREAD A-401 WALL SECTION DETAILS A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12'-3"BETWEEN FLOOR LEVELS OR LANDINGS. SITE IMPROVEMENTS AS PER PLANS BY MPLA (SEE ABOVE) PROVIDE FLOOR OR LANDING AT TOP AND BOTTOM OF STAIRS A-402 DETAILS *EXCEPT AT TOP OF INTERIOR FLIGHT OF STAIRS,PROVIDED DOOR DOES NOT SWING OVER STAIRS.SIZE OF LANDING IS MIN.36"IN DIRECTION OFTRAVEL.WIDTH TO BE EQUAL TO STAIR OR DOOR SERVED A-403 DETAILS ESTIMATED COST OF CONSTRUCTION: WALKING SURFACE OR TREADS AND LANDINGS OF STAIRWAYS SHALL BE NO STEEPER THAN 2%SLOPE A-500 DETAILS $2,000,000 PROVIDE AT LEAST ONE HANDRAIL ON ONE SIDE OF STAIR WITH 4 OR MORE RISERS. 1.HEIGHT=34"MIN,38"MAX A-601 ENLARGED PLANS AND INTERIOR ELEVATIONS 2.CONTINUOUS TO FULL LENGTH OF STAIR ABOVE TOP RISER TO LOWEST RISER RETURN ENDS 08 PROVIDE NEWEL POST OR SAFETY TERMS A-602 ENLARGED PLANS AND INTERIOR ELEVATIONS 3.MIN.HANDRAIL SPACE BETWEEN WALL AND RAIL=1 1/2" A-603 ENLARGED PLANS AND INTERIOR ELEVATIONS SECTION R312 GUARDS ALL RAISED SURFACE 30"ABOVE FLOOR OR GRADE TO HAVE 36"MIN,GUARDS.OPEN STAIRS 30"ABOVE FLOOR OR GRADE SHALL HAVE 34"MIN.GUARDS. GUARD OPENINGS NOT TO EXCEED 4"(SPHERE) E-101 BASEMENT ELECTRICAL FLOOR PLAN SECTION 313:ALARMS E-102 FIRST FLOOR ELECTRICAL FLOOR PLAN PROVIDE SMOKE ALARM A-SLEEPING ROOMS,AND AREAS IN IMMEDIATE VICINITY OF BEDROOMS AND IN BASEMENTS E-1 03 SECOND FLOOR ELECTRICAL FLOOR PLAN PROVIDE CARBON MONOXIDE ALARM ON ANY STORY WITH A SLEEPING ROOM OR A FUEL FIRED/BURNING APPLIANCE AND EQUIPMENT,FIREPLACE OR ATTACHED GARAGE. PROJECT TITLE: 01.EXISTING DWELLING UNITS SHALL BE EQUIPPED WITH SMOKE DETECTING DEVICES RECEIVING THEIR PRIMARY POWER FROM BATTERIES OR FROM THE BUILDING WIRING AND THERE SHALL BE NO SWITCH IN THE CIRCUIT OTHER S-000 GENERAL STRUCTURAL NOTES THAN THE OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT. 1055 WOODS LANE 02.ALL SMOKE DETECTING DEVICES TO BE PROVIDED AND INSTALLED SHALL EITHER BE ACCEPTED PURSUANT TO S-100 FOUNDATION PLAN RULES AND REGULATIONS PROMULGATED BY THE COMMISSIONER,APPROVED BY THE BOARD OF STANDARDS AND < PECONIC, NY APPEALS OR BE LISTED BY A NATIONALLY RECOGNIZED INDEPENDENT LABORATORY THAT MAINTAINS PERIODIC S-101 FIRST FLOOR FRAMING PLAN INSPECTIONS OR PRODUCTION OF LISTED EQUIPMENT AND WHOSE LISTING STATES THAT THE EQUIPMENT MEETS NATIONALLY RECOGNIZED STANDARDS. S-102 SECOND FLOOR FRAMING PLAN/LOWER ROOF FRAMING 03.NO DEVICES SHALL BE)EEMED TO BE IN COMPLIANCE UNLESS IT IS OF EITHER THE IONIZATION CHAMBER OR PHOTO-ELECTPIC TYPE.SUCH DEVICES SHALL BE IN COMPLIANCE WITH THE REFERENCE STANDARD RS 17-1. PLAN rr SHEET TITLE: 04�SMOKE DETECTORS SHALL BE LOCATED 15 OFF ANY BEDROOM(MAXIMUM) I— S-103 SECOND FLOOR CEILING/JOISTS FRAMING PLAN 06.CARBON MONOXIDE DETECTORS ARE TO BE INSTALLED AS PER INTERNATIONAL RESIDENTIAL CODE SECTION U) R3151 ON EACH FLOOR AND ADJACENT TO BEDROOM DOORS,MIN.ONE PER FLOOR.DETECTORS CAN BE BATTERY S-104 ROOF FRAMING PLAN COVER PAGE POWERED. S-200 TYPICAL FOUNDATION DETAILS S-201 TYPICAL FRAMING DETAILS DATE: PAGE: S-300 SECTION AND DETAILS 01-28-2025 S-301 SECTIONS AND DETAILS A-000 SCALE: AS NOTED r; 1 •w .t•. .1 .1. f , v �.r 14 t.. i! 'i MATCH LINE _ POWERS HANCOCK DESIGN ..' r PO BOX 400 South Jamespolt, NY 11940 I r ED AIR? I G� Qf1ER G.A T� I I I I I JAN 30 nnn,5 I MECH. ROOM Southold To I I I I /STORAGE �4348a o Y` I I I i Board of Trustee., A.� I T. I , 'y: I Christopher Powers I f Up I I I I I I I I I y k •;c;' �' I I I I I I I MATCH LINE .. ME CH. ROOM ?: �i' �•+r'i' '` ':�;'♦:' :ii'• ?"t, VESTIBULE I I I I I I I I I /STORAGE I I I I I I I WINDOW .; I I I I I I I I WELL f'•. I I I I I I I I I ISSUE 1 REVISION NO. DATE ISSUE 1 01-28-25 TRUSTEES SUBMISSION I I I I I I •w r' I MEC ROOM k' •�J I I WINDOW UNFINISHED WELL I BASEMENT I i 1 PROPOSED GARAGE PLAN SCALE: Dp = 1' IIII IIIIIII •i' ,;+IIIL:• A'i�. F r --/ �II WINDOW WELL I- - — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — _ _ _ — — — _ _ — _ _ — — — — — _ — _ _ — _ _ — — — j~: i `^. ' PROJECT TITLE : 1055 WO ODS LA N E PECONIC, NY 7- - - - - - - - - - - - - - - - - - - — SHEET TITLE: PROPOSED BASEMENT FLOOR PLAN BASEMENT/FOUNDATION PLAN SCALE:ill 1'-0" DATE: PAGE: 01-28-2025 t A- 101SCALE: STORAGE GARAGE j --------------------- LAUNDRY/ I I MATCH LINE MUDROOM CLOSET 1 ! POWERS HANCOCK DESIGN I ? HALLWAY PO Box 400 I I I _____ South Jamesport, NY 11940 --------i D---- w L - - - - - - - - - - - - - - - - - - 1 I D ARC A I 20'-0" 21'-2" i i I I 5'-I" 12'-5" * N 2 CAR GARAGE o I ON ENTRY o 20-0 x 2a-o i VESTIBULE �rq 04348$ o 1 i l COVERED o r � DECK Z rn Christopher Powers STORAGE GARAGE — — — — — — — — — — — — — — — — — — — - -- — — — — — _______ BUILT-IN SHELVES WINDOW I1II1 SEAT BUILT-IN SHELVESZD 1I II II UP LAUNDRY/ CLOSETiIIIi ILI MATCH LINE MUDROOM DN HALLWAY --------, ________ _____ ___-- � T IT -TI T —fl T �I— TT I1I1 IIIIiI -----— ISSUE REVISION ° IN TV NO. DATE ISSUE 36" L__------ IL II II II II it II III II DESK 1 01-28-25 TRUSTEES SUBMISSIONPANTR I i I I I I I II II II II i 11 Ili II Lj II II II II (�I III III II OFFICE/TV ROOM I i I 5'-I" 12'-5" 5 52 I I I I I I I I I I I I I ,�I' 11 11 i 11 I I HALLWAY II II I � � � III III II 1010 I N N ENTRY M LIVING ROOM I ( I I I KITCHEN/ _ IIi l I I I I BACK 1 I I 1 11 11 DINING AREA I i I I; 11 1010 KITCHEN 1 11 I I IIi 36"SI 11 11 I 1 51-6"X 16'-0" 1 1 11 II III I II I �� 11 I I I II II II II II III III II I I II II I II, I; II I I 1 I I I I I I I I I I I I I I I I W/o PROPOSED GARAGE PLAN , I ► I 11 11 II 11 �_�L III 11 1 1i— '_ " _ 1 I I 1 11 11 i I II 1 I 136"FRI SCALE. 1 0 = 11 1 1 11 I I I I I I I I i 11I 11 1 lFREEZ i SHOWER 4 1 I I 36"FRIG i 0 1 I 11 11 11 II II 11 11 11 /FREEZ I • tL — _L1- -IL - 11- - LL — _LI- - LL — JI- - LL — I m I � 1 MASTER I I ANTE- I I BATHROOM COFFEE CHAMBER STAYO -------------------- Lr 11 11 11 11 I I 11 11 11 11 1 I I 1 11 11 II II 11 11 11 11 11 1 8 i z I I 1 II II II II II II II II II II POWDER g II II II II II II 11 II II II ROOM I En II II II II II II II II II II MASTER -- - 1I I I 11 I I I I I I r - - - I r - - - - - � I I II II II II II II II II II II co CLOSET: 1 ,_ ��^ �` — el DN 1 I I 1 I I I 1 11 1 11 11 I I 1 11 11 11 I I � �: I I I I I I II II II I II II II IIt J I I 11 I I 11 11 11 I I SHELVES JAN 3 0 9 II II II COVERED1 0 II II II I I I I I � 11 1 I I 11 I I I I I I I Southold Mown 11 DINING AREA I I I I I I Ir Board of Trustees I I I I r I I I I I I I I iL I I I I I I I II II II II II II II II II II I I I I I II II it II II II I II II II I I COVEREDIPORCH —I- - LL I- - LL — MASTER _ I I — — — — — — — — — — — — — — — — — — — — — — — — — — BEDROOM _— ............. I 1 I DN 0 ---------------------------- -------------------------- - - - - - - - - - - - — — — — — — — — — — — F- --------------------------- -------------------------- n z -- Z_ Y cn J Z z Z J J O W � d ¢ m O E: PROJECT TITLE: 1055 WOODS LANE DECK ; PECONIC, NY I I I I 20'-0" 21'-2" I 21'-0" BN L-- ------------------- ------------------- SHEET TITLE: I I I-------------------- ---------------- I FIRST FLOOR PLAN I I PROPOSED FIRST FLOOR PLAN L________---------------------------__J 1 f DATE: PAGE: SCALE.4 1'011 01-28-2025 SCALE: A-1 02 MATCH LINE POWERS HANCOCK DESIGN PO Box 400 South Jamesport, NY 11940 D ARC %1ER 5 �y 04348E 0 - Christopher Powers MATCH LINE CL SEI LL11 1 i OPEN TO --- --- __..... I BELOW Z ISSUE 1 REVISION Uj CLI SE --- --- a BEDRObM N0. 3 I __ __ 1 01-28-25 TRUSTEES SUBMISSION DN 11'-10"X 12'-3" I HOWE BATHR00 NO. 9'-8"X 5'-0" I WALK-IN N F-t I CLOSET I- - - J cn PROPOSED GARAGE PLAN 1 I � SCALE:4"= 1'.0" I 0 co n QUEEN .i BEDRO M NO. 4 15'-0" 11'-6" q :O BATHR00 0.4 9'-0"X 5'-0" — M.BATH LRFTub HOWER ANTE-CHAMBER i�:�? 4- � JAN 3 0 202 Southold Town Board of Trufees r-u HER CLOSET z 5'-0" "X 5'-10 I I I I HIS CLOSE UPSTAIRS MASTER 51-011x5'-10" 15'-0"X 12'-0" PROJECT TITLE: 1055 WOODS LANE 21'-0. PECONIC, NY SHEET TITLE: PROPOSED SECOND FLOOR PLAN SECOND FLOOR PLAN SCALE.4 1'011 DATE: PAGE: 01-28-2025 SCALE: A. 103 ..'�`I 'z'-_ J-J,II - _.:1... _1 r,i.t. _ .!Ii1 ! .1Ii�I� !I JLI i� ._, z 11 I!--J `I J_ _: =.iLT-.a'_1J ii,� f - 10 iY i, ' .: ! . _I I '.I,il _ I . ,;..,.'.i.._;.!..!! .1J._1-1.! ; ..J....'', .. .I..tl` 1 ! !i ! y j'i! i! 1 rl r' �-I-j I--IL I' j j 1-1. : i-l i, ; ...1<.:�_ _ ,L L 1.1':111 ,j ..I is PTD.COMPOSITE TRIM(TYP. r✓ 1 !) 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I . T� i __ --- 1 4 I- I III : 11 I --w i I I I I......Ll... 11 I ill I '*' . - __F j I I - I PROJECT TITLE: -I, ill ! I :: �ji. -LI GRADE - - - - - - - - - - ._______________.____�I I I I I I I- - - - - - - -I -� I I � I __T__ __'qF'__FLFV,&TI0�+ I I'��� - = I I �l - I I I 1 ',4-------11 1 1055 WOODS LANE I I I I I I I I L_L__�___�__=J___= __=.� I I I I I I I _ __ __ , _= _ I I I I I I I I I I I I- - - - �--------] I I PECONIC, NY I I I I I I I I I L_ -, I__j I I I L - - - - - - -I I I I I L--------I I I I I I I I I - -_1 I r--------] SHEET TITLE: I I I I I I I I I I I I PROPOSED ELEVATIONS I I I I I I IF--------I I I I I I I I I I I I I U L-i " Li DATE: PAGE: . 1 2 PROPOSED SIDE ELEVATION 01-28-2025 ') SCALE: Zl" -- I,-o,, SCALE: - A-202 ' - I ' I - I � - , . I AS NOTED ____ __ 1IIIIIlIIIIIIIlIII= - - ____ __ - - __ - --- I � -__ _ ----. -- L _ _ P i MEAN HIGH WATER EQUALS TIDAL WETLANDS BOUNDARY AS DETERMINED PROPOSED BY EN-CONSULTANTS,2-21-2024 PROPOOL GATDE+FNCE _ DWELLING SEPTIC AIR� PROPOSED 38 SF PROPOSED 4"PERFORATED NDS PIPE (Y EGIEER)VICE IRREVOCABELAND N/F OTRUST aDEC 1 S 2024 q3 T EXISTING (Tl(P.) � OPOUTDOOR SHOWER TO BE PIPED TO DRYWELL BODENSTEIN FAMILY 2012 �/ZO' NE AEI o N BULKHEAD+ 7mo F��J�J� PROPOSED SEPTIC EXISTING UTILITY POLE+ PROJECT LIMITING SILT FENCE WIN W U N N L LC O PROPOSED 4'HT. ELECTRIC SERVICE OVERHEAD WIRE TO REMAIN Southold Town STEPS 157 SF OF EXISTING Z EXISTING � (SEE DETAIL 1)- i (EL 6) D O WALKWAY+PATIO Im WOOD POSTS WITH L WOOD POOL GATE+ (BY ENGINEER) (TYP.) AREA OF DISTURBANCE= Board of Trustees 1055 Wood Lane I m S 03°48'30"W TO BE REMOVED COBBLESTONE INLAY /' FENCE(TYP.)) 29,770 SF(or 0.68 acres) 310.21',�. P@COMIC, New York XHill ■ CP w EXISTING21 SF - ZONE X / ZONE X O ; oN �- GRADE-LEVEL - co 0.2%CHANCE -� L\F�Fc \ A r• MASONRY ANNUAL FLOOD/ ■ q/R PROPOSED - -° u, �Z- PATIO+STEPS I _ _ _F I/A SANITARY SYSTEMTO BE REBUILT '' ® I ( DW�5 _ '� <Fo ` (BY ENGINEER) � i LG LG LG oN -� IN-PLACE i 1 _ DW-3 4 PROPOSED T.UTILITY \ _ // o R\ 01 F4FC �I °N N ENCLOSURE \ a ` 9�n / \� DB \ N \ _ 19'-5" ST ° \ _ 1 F 1 F +11.0 11.0+ ���/ / LG - - LG - - LG 1 Y W W W PROPOSED I 23'-6" in - W GRADE-LEVEL PATIO I PROPOSED 841 SIF O� N marshal) poeizel irff W W W y W f GRADE-LEVEL + PROPOSED CO W MASONRY PATIO + BASEMENT PROPOSED 60 SF oN LANDSCAPE ARCHITECTURE 1 y W W y W + GRADE-LEVEL j \ ,©y` .I PROPOSED 79 LF + PROPOSED STEPS PERVIOUS GRAVEL I EG EG I EG \oN ' Q / + _ WITH STEEL EDGING I- _ - _J L- __ - -J I - _ J 18"HT.STONE 2"TREAD ON N I °N RETAINING WALL EDGE WALL 1 O� COVERED AEW I. .W . - W -W W - -/- - - PORCH a I EXISTING TREE \ oN PO Box 478 E L.6 WI. g+ TO BE REMOVED ' DIN-2 1 5175 Middle Road (TYP.) Mattituck,NY 1111952 W .W. OPOSED 16'-11" 30'-7" t PR + _4T-6" EXISTING TREE PROPOSED - phone: 631 209-2410 SWIMMING POOL / -i + \ / ( ) PROPOSED 352 SF TO REMAIN 426 SF GRADE-LEVEL _ _ _ fax: (631)315-5000 (TYP.) MASONRY PAVING * email: studio@mplastudio.com UNROOFED WOOD DECK N o� ` _# WITH PERGOLA - �F PROPOSED 15-FT WIDE VEGETATED i ARCHITECT: LL PROPOSED 2308 SF NON-TURF BUFFER TO / 14'-11" PROPOSED \� Christopher Powers, RA '! BE ESTABLISHED I PROPOSED = -- - PROPOSED _ - W 1 +2-STORY DWELLING GRAVEL DRIVEWAY U.G.ELECTRIC Design W y ` PURSUANT TO TOWN 340 SF RAISED F © ® Powers Hancock ` W ' WW ` , WW /' PO Box40�0 WETLANDS PERMIT NO. V.HT.) (5-BEDROOMS,4136 SF GFA) SERVICE �J 0 (BY ENGINEER) So Ja esport, NY 11970 Office: (631) 703-0800 r W 10635 PROPOSED UNCOVERED ! - ----- - --- FFE:i4.O U/G ELEC U/G ELE U/G ELEC U/G E U/G ELEC W ELE U/G ELEC U/G ELEC � W 1T X 40' MASONRY PATIO ! - G) SWIMMING POOL - CO u/G C -# WITH SALTWATER m U/G ELEC O ... a EXISTING / � FILTRATION PROPOSED --- - wGELEc SURVEYOR: " U/GELEC Kenneth M Wo chuk Land u LC o W r W W HABITABLE CHANNEL DRAIN -_-. - ---.- _ qp U/G ELEC Surveying,y g L COPING:ii.2 ---W U/Ge in , P W LLIN DWE G / PIPED TO _ _ w r� W -- ELEC ELECd Land Surveyor - - DRYWELL -- --- PROPOSED U/G ELECP.O.N.Y.S.Bolx 153e 1 EXISTING 984 SF s. ` W. . .WWI` .` �. .` W - - -- - - -- - - - - --- �' 15 SFSTEPS �/ ELE Aquebogue, NY 11931 GE m 1-STORY DWELLING / _ _ _ p W r0 BE DEMOLISHED+ _ g Og PROPOSED PRECAST PROPOSED 1-STORY , U/c ELEP Office: (631) 298-1588 - - - - - - CONCRETE DRYWELL WATER SERVICE REMOVED I _ PROPOSED 14 SF 2-STORY PROP. 53 SF (SEE DETAIL 2 q ROOFED OVER ) (BY ENGINEER) h + 4.5' 1 OUTDOOR BBQ ir) (TYP.) + PROPOSED LANDING OVERHEAD TWI E POLE+ © O / EXISTING (t ') _ + 157SF © WELL TO BE + UNENCLOSED, - ( TO BE ABANDONED / PROPOSED ABANDONED + PARTIALLY ro�� (TYP-) CATCH BASIN IW in DW-1 P. . LL .L / } ' 1-STORY (TYP.) SA! io y OSED + `n Cl)l T.H. ROOFED-OVER( OIO io I ATTACHED _ PRO D pAT1O co WOOD DECK M �� GARAGE N \ W W J ' W RAISE + WITH STEP c� \ / 0 O n :54 _ F J + - ttOPOSED w+ 52'-8" 18'-5"- 23'-0" a W W O SWIMMING POOL �Q 94'-1" I t o SyW , yy . W 70 W W . WW a - - - - - o 23'-6" � I I � � R, W WyyW . W . y i +ii.o -- m .I ±RA -LEVELPATIO W.W. ry - LL p ' ' O PROPOSED G+gO E W.W. W.W. 0 � ri w W j -- y. - OSED DECK \ - _ c9 PROP / w Z ±8$' `° PROPOSED 10 _ I (TABLE DWELLING ` N - ' PD-1 / 4 W HABITABLE / EXISTING © I WATER MAIN -o SITE DATA: 2�J 00 \ / MONUMENT �+ Zoning 1000-8 R 401 A, (TYP.) .CJ�w I ' TAT TfF�f I t f�F H I+hF F I 1#FFI H+Fi I##F�F�FFH#FI H+H I fi+H I+F�Fi"F Ftfiii-Hf I Hi-H Ii�hF FI Ft t FF�I+##Hi-I I+H+I H�-H III I H I H I H?#I I#H I�FH I fi l Fl 11111 1 !I H+H I+H+l Ff�1 111 11 11 �FH I+i-H H+H I Z Lot Area:land: 1 ,SF (or 0.69 acres) i � I 14 EXISTING 343 SF PROPOSED 90 SF PROPOSED PROPOSED 97 SF PROPOSED 26 SF PROPOSED 4'HT. � 288.68 € Buildable Land: 29,797 SF O EXISTING--=n EXISTING O O 1-STORY GARAGE WINDOW WELLS POOL EQUIPMENT PERVIOUS GRAVEL PAD TRASH ENCLOSURE WOOD POOL GATE+FENCE I WOOD POST SANITARY MANHOLE TO BE DEMOLISHED+ WITH STEEL EDGING (TYP.) ( (or 0.68 acres) / (TYP.) TO BE ABANDONED REMOVED PROPOSEDY WITH GENERATOR+ ' I GENERATOR POOL EQUIPMENT \ I J NOTES: / 100-FT SETBACK FROM MEAN HIGH WATER ALONG ; LAND N/F OF I BULKHEAD/TIDAL WETLANDS BOUNDARY, ; ANTHONY LOFASO 1. Base map information based on survey r AS DETERMINED BY EN-CONSULTANTS,2-21-2024 ZONING + COVERAGE CALCULATIONS 0 prepared by Kenneth M Woychuk Land / z Surveying, PLLC dated February 26, 2024. I m Zoning District R40 O 18'-0"MAX. C.to C. A E o m Buildable Land Lot Area Landward of Bulkhead 29797 SF 2. This pis for the purpose of TREE REMOVAL WITHIN 100-FT F BULKHEAD NOTE: Lot Area 29941.13 SF I 3 NATIVE HARDWOOD TREES TO BE PLANTED ( ) CONSTRUCTION. ts only. NOT FOR / Allowed Coverage (20°A of Buildable Area) 5959.4SF ' I WITHIN 100-FT OF BULKHEAD TO REPLACE 3 NATIVE � 1 j� • �� �� :. `- I HARDWOOD TREES REMOVED FROM WITHIN 100-FT '� '� --{ _W Maximum GFA(3350 SF+10%of 9797 SF(979.1 SF)) 4329.7 SF 3. Unauthorized alteration of this plan is a / OF BULKHEAD(1:1 REPLACEMENT). o violation of NYS Education Law. j EXISTING COVERAGE CALCULATION I GEOTEXTILE PERSPECTIVE VIEW L E G E N D REVISIONS TIED TO WIRE FENCING Existing 1-Story Dwelling 984 SF 1327 SF WIRE FENCE 2"x4"OPENINGS Existing 1-Story Garage 343 SF DATE DESCRIPTION _ 48"FENCE POST I EXISTING COMPACTED SOIL 8'O.C. -- PROPERTY LINE r( off EXISTING UTILITY POLE+ GRAD Total Existing Coverage 1327SF(4.5%) y� OVERHEAD WIRE GEOTEXTILE TO BE BURIED IN GROUND, - MEAN HIGH WATER �� , i EXISTING UTILITY POLE+OVERHEAD ` S SHOWN PROPOSED GROSS FLOOR AREA CALCULATION WIRE TO BE ABANDONED I E L-',1,"di First Floor 2592 SF NOTE: Second Floor 1088 SF 4136 SF FIRM ZONE BOUNDARY W EXISTING WATER MAIN I 2" MAXIMUM DRAINAGE AREA 5^ 1/2 ACRE / 100 LINEAR FEET Garage 456 SF - 100'SETBACK FROM TOP OF BANK AIR PROPOSED SEPTIC AIR SERVICE S @ c3 I PROJECT LIMITING SILT FENCE Total Proposed GFA 4136 SF NDS AP I "PIER LINE" ELEC PROPOSED SEPTIC �0 Kar/ �9 Detail Not to Scale PROPOSED COVERAGE CALCULATION (Town Defined Buildable Land Area = 29,797 SF) ELECTRIC SERVICE �O Proposed 1+2-Story Dwelling 3251SF I 8"TRAFFIC BEARING Proposed Roofed-Over Landing 53 SF I I I I I111I I I I I I I I I PROJECT LIMITING SILT FENCE U/G ELEC PROPOSED U.G.ELECTRIC SERVICE 'Aln CONCRETE SLAB COVER Proposed Wood Decks 509 SF 4959 SF SDR 35 PVC INLET PIPE GRADE Proposed Raised(18" HT.) Masonry Patio 340 SF __ EXISTING STRUCTURE PROPOSED WATER SERVICE d>1 0027 0'N Q� SEE PLAN FOR PIPE SIZE 2_0 TOP E DRYWELL Proposed Pool 806 SF TO BE REMOVED .9�, �O MAX (SEE PLAN FOR SDR 35 PVC ELEVATION) (12) - EXISTING CONTOUR OVERFLOW PIPE ❑ ❑ ❑ ❑ ❑ BACKFILL T-0"MINIMUM Total Proposed Coverage 4959 SF(16.6%) 12 PROPOSED CONTOUR ST PROPOSED SEPTIC TANK SEE PLAN FOR ❑ ❑ ❑ AROUND DRYWELL WITH TITLE: DECK DWELLING PIPE SIZE 1 4'-1 Z"MEDIUM COARSE Drainage Calculations and Structure Schedule TEST HOLE PROPOSED SEPTIC ❑ ❑ ❑ ❑ ❑ SAND/GRAVEL g + 12.0 PROPOSED SPOT ELEVATION CP < McDONALD GEOSCIENCE CONTROL PANEL ❑ ❑ ❑ ❑ ❑ PRECAST CONCRETE Residence(3251 SF @ 100°A),Gravel Driveway(2308 SF @ 100°A), JANUARY 23,2024 SEE PLAN FOR DEPTH STORM DRAIN RING Grade Level Masonry(1267 SF @ 100%), Raised Masonry Patios(340 @ 100°A), OT.H. TEST HOLE DB PROPOSED SEPTIC. ❑ ❑ ❑ ❑ ❑ ELEV. 10.1 DISTRIBUTION BOX SITE PLAN ❑ ❑ � ❑ NOTES: Basement Entry(108 SF), Outdoor Shower(38 SF @ 100°A)=7312 SF ❑ ❑ ❑ ❑ ❑ 4'-0"MINIMUM PENETRATION 7312 SF X 2"rainfall (.167) =1221.1 CF/8'Dia. Drywell (42.3) =28.9'depth req'd BROWN EXISTING WOOD POST WITH INTO RATEABLE SOIL. SM SILTY SAND COBBLESTONE INLAY CO PROPOSED CLEAN OUT ❑ ❑ ❑ ❑ ❑ DW-1 8 Dia x 8 depth 25'-0"MAXIMUM DEPTH BELOW DW-2 8'Dia x 6'depth 2_5 2'0" GRADE DW-3 8'Dia x G de th PROPOSED 4'HT. LG PROPOSED LEACHING GALLEY SMp WOOD POOL FENCE WN MIN SEE PLAN FOR WIDTH 2'-0"MINIMUM ABOVE GROUND DW-4 8'Dia x 8'depth SP FINEROSAND GROUND WATER LINE WATER NON-RATEABLE SOIL DW-S 8'Dia X 2'depth PROPOSED 4'HT. 9.3' -WATER EL 0.8 EG PROPOSED EXPANSION GALLEY 2'-0"MAXIMUM 30'depth provided POOL FENCE+GATE V-0" ACCESSCHIMNEY(IF 0 5 10 ��� NECESSARY) Proposed Pool Discharge (680 SF x 4.5'Avg.Depth=3060 CF) CLEAN MEDIUM SAND AND GRAVEL-RATEABLE SOIL © EXISTING TREE TO REMAIN �IDW-11 PROPOSED DRYWELL COARSE FILL 3060 CF x 5%=153 CF/8'Dia. Drywel I (42.3) =3.6'depth req'd EXISTING TREE TO REMOVED N DRYWELL TO BE INSTALLED AS PER STATE AND PD-1 8'Dia x 4'depth WATER IN - SCALE 1" = 1 0' LOCAL CODES 4' de th provided SP BROWN \ p P FINE SAND WW. WINDOW WELL �PD-1 1 PROPOSED POOL DRYWELL DRAWN BY: *NOTE-BOTTOM OF DRYWELLTO BE MIN V ABOVE GROUNDWATER ELEV. / A.SCHEEL PRECAST CONCRETE DRYWELL CHECKED BY: 2 AS SHOWN ON TEST HOLE DATA PREPARED . .. - Y + t + + J.PAETZEL VEGETATED NON-TURF BUFFER + +++++++ PLANTER DATE:2024.11.01 Detail Not to Scale BY McDONALD GEOSCIENCE DATED OiJ23/2024 - -`- + + + REVISED: SWEET OF 1 —17.0' mwar INV.. 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N' !� f .P •�- ae.-aavPvuruwrs, - ..� ., `� � Ttti B �•,t CT.: '' tl� ,c� 2M < w% t:i N 0 i L. �. •�..�, us 1 * x x. s ;., .N`O +1y�< y tl _ t '•h u.3 +Mry +s -`�°j <.:_ , GROK a w jj)) •i A t � lc— ,a^ Y-..."tl ;?sywi 1-.a. B i 1 1 yt. nfr ci w 1 c �Axl lo F 1 a_,• 10B0I101 � ,s...6,••....�....._ Mi e t i b a . ' y •r b.'iin s iq a e raan,NLINE sEE sec wo we �Ne \v � ��v - see seo No r..�B t "..w:,r •,• ::_ '' _,... --- ,.._ ..-- COUNTY OF SUFFOLK c ti � „..o-_ -�'— '.. � Real Pr,y,er,v'lu Sern.e xlgn,cy Bnr:w px,+c sw�_ N 6H0T E mN OB 1NE 'A' m a pq(I/gLD ,r 086 E o .... _._ _ __ __ ___ o 'w Mrr°.v!M'IIWI w 4P3YC1® A V --_— r�Pv. 121) __ B sEwAOE,ABLY OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 0 Ail + *� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: February 10, 2025 Re: LWRP Coastal Consistency Review for WIN WUNN, LLC SCTM# 1000-86-6-11 En-Consultants on behalf of WIN WUNN, LLC requests a Wetland Permit to demolish and remove existing one-story dwelling and accessory garage, and construct a new 1 &2-story, 3,251sq.ft. (footprint), single- family dwelling and attached garage with 352sq.ft. rear attached deck with pergola and 14sq.ft. outdoor BBQ area; and 53sq.ft. front roofed-over landing; construct a 340sq.ft. raised (18") uncovered masonry patio; 79 linear feet of 18" high stone retaining wall; a 17'x40' swimming pool (equipped with saltwater filtration system), and 841 sq.ft. grade-level masonry pool patio with planters landward of pool patio; install window wells and 5.7'x19.5' basement steps; install a 4' high utility enclosure; install a generator, A/C units and pool equipment area; install a 26sq.ft. trash enclosure; remove and replace in-place existing 213sq.ft.grade-level masonry patio and 3' wide steps adjacent to bulkhead; install 4' high pool enclosure fencing; remove existing septic system and install a new I/A OWTS sanitary system; install stormwater drainage system; remove three (3) mature hardwood trees and replant three (3) native hardwood trees. Located: 1055 Wood Lane, Peconic. SCTM# 1000-86-6-11 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department and the records available to me, I recommend that the action is INCONSISTENT with LWRP. 1. The proposed large, structure is inconsistent with Policy 4 as it is located within a FEMA Flood Zone with a 0.2%Annual Chance Flood Hazard. Structures constructed within these hazard areas should be avoided or minimized. d� V"wd Lane,Flp,orz i C b A 1 i 1. FEMA Flood Zones. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney EN-CONSULTANTS December 17,2024 NIDEC Town of Southold 18 O224Board of Trustees54375 Main RoadPost Office Box 1179 utl,olC TownSouthold,New York 11971 rd ofi Trustees Re: Win Wunn LLC 1055 Wood Lane, Peconic SCTM#1000-86-6-11 Dear Board of Trustees: In regard to the above referenced property,enclosed are the following for the Board of Trustees review: 1. One(1)copy of Operating Agreement for Win Wunn LLC. 2. Two(2)sets of Photographs. 3. Four(4)Wetland Permit Applications including: a) Authorization&Disclosure Forms; b) 'Short Environmental Assessment Form; c) LWRP Consistency Assessment Form. 4. Four(4)site plans prepared by Marshall Paetzel Landscape Architecture, dated November 1,2024 5. Four(4) surveys prepared by Kenneth M. Woychuk Land Surveying, PLLC, last dated July 1,2024. 6. Application fee of$1,250.00. I hope this information shall allow you to process our permit request. Should any additional information be required, please do not hesitate to contact our office. Sinc el , Robert E. errmann Coastal Management Specialist /khs Enc. �r 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting Glenn Goldsmith,President �,Q�so�f f� Town Hall Annex A.Nicholas Krupski,Vice President �� ��� 54375 Route 25 P.O.Box 1179 Eric Sepenoski jr 1 6 Southold,New York 11971 Liz Gillooly , Telephone(631) 765-1892 Elizabeth Peeples �yf� � + Fax(631)765-6641 OUN'N, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only , Coastal Erosion Permit Application —N—Wetland Permit Application DEC 1 8 2024 Administrative Permit TAmendment/Transfer/Extension I Received Application: oZ 18 d'� Southold Town Received Fee: $ ` Board of Trustees Completed Application: l a'S Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): �LWRP Consistency Asse t Form Sent: 1 3? CAC Referral Sent: Date of Inspection: Receipt of CAC Report: Technical Review: Public Hearing Held: Resolution: Name of Applicant Win Wunn LLC c/o Roni Jacobson Address 175 West 73rd Street,Apt.2JK,New York,NY 10023 Phone Number: eL71 386-5983 Suffolk County Tax Map Number: 1000 - 86-6- 11 Property Location: 1055 Wood Lane,Peconic (north side of Wood Lane,424'north and 61 F east of Indian Neck Road) (provide LILCO Pole #, distance to cross streets, and location) AGENT: En-Consultants (If applicable) Address: 1319 North Sea Road,Southampton,NY 11968 Phone:631-283-6360 l ` Board of Trustees AppY tion GENERAL DATA Land Area(in square feet): 29,941 sf Area Zoning: R-40 Previous use of property: Residential,single-family dwelling and accessory garage Intended use of property:Same with new dwelling,attached garage and accessory swimming pool Covenants and Restrictions: X Yes No If"Yes", please provide copy. Will this project require a Building Permit as per Town Code? X Yes No If"Yes",be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals Yes X No If"Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by Building Dept. X Yes No Does the structure(s)on property have a valid Certificate of Occupancy X Yes No Prior permits/approvals for site improvements: Agency Date Southold Trustees No. 10635 August 14,2024 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description (use attachments if necessary): Demolish and remove existing 1-story dwelling and accessory garage,and construct 56 feet farther landward a new 1 &2-story,3,251 sf(footprint)single-family dwelling and attached garage(228 sf within 100-foot wetlands setback)with 352 sf attached deck/pergola, 157 sf partially covered attached deck,and 53 sf roofed-over landing;construct a 340 sf raised(18")uncovered masonry patio,79 if of 18"-high stone retaining wall,a 17'x 40'swimming pool(equipped with saltwater filtration system),and 841 sf grade-level masonry pool patio;remove and replace(in-place)existing 213 sf grade-level masonry patio and steps adjacent to bulkhead; install 4' high pool enclosure fencing;remove existing septic system less than 100 feet from wetlands and install new I/A OWTS sanitary system more than 100 feet from wetlands; install a stormwater drainage system;remove 3 mature hardwood trees located within 100 feet of wetlands;and replant 3 native hardwood trees within 100 feet of wetlands,all as depicted on the site plan prepared by Marshall Paetzel Landscape Architecture,dated November 1,2024. hoard of Trustees Applica'- WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To replace an aging,outdated dwelling with a new,modernized,energy-efficient dwelling with attached garage and accessory swimming pool;and replace existing conventional septic system with a new,low-nitrogen,innovative/alternative sanitary system(I/A OWTS). Area of wetlands on lot: +/- 144 square feet Percent coverage of lot: +/-0.5 oio Closest distance between nearest existing structure and upland edge of wetlands: 32 feet (ex.dwelling) Closest distance between nearest proposed structure and upland edge of wetlands: 54 feet (prop. swimming pool) Does the project involve excavation or filling? No X Yes (as required for replacement of dwelling and sanitary If yes, how much material will be excavated? TBD cubic yards system;swimming pool;and drainage system) How much material will be filled? N/A cubic yards Depth of which material will be removed-or--deposited: +/- 10 feet (max.,for proposed dwelling) Proposed slope throughout the area of operations: N/A Manner in which material will be removed or deposited: Standard residential construction practices and associated equipment and machinery. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason-of such proposed operations (use attachments if appropriate): --See attached addendum-- WETLAND PERMIT APPLICATION ADDENDUM FOR WIN WUNN LLC 1055 WOOD LANE PECONIC,NY SCTM#1000-86-6-11 STATEMENT OF EFFECT As a result of its design and associated environmental mitigation measures,the proposed project would result in increased separation distances between wetlands and site development; well mitigated and potentially reduced runoff and improved runoff quality;and potentially improved groundwater and surface water quality. The project would thus avoid adverse impacts and in fact have a potential net beneficial impact on the adjacent tidal wetland ecosystem of Richmond Creek; would be compliant with the standards for wetlands permit issuance set forth by Section 275-12 of the Town Code; and would be consistent with the objectives of Polices 5 and 6 of the LWRP, i.e., protecting and improving water quality, and protecting and restoring the quality and function of Town of Southold ecosystems,respectively, as summarized below. 1) The new dwelling would be located 56 feet farther landward of the bulkhead, nearly tripling the existing dwelling's wetlands setback from 32 to 88 feet; and only 228 sf of the proposed habitable dwelling footprint would be situated within the 100-ft wetlands regulated area. 2) As a result of the landward relocation of the dwelling,the project would replace a dwelling structure projecting well seaward of the "pier line" drawn between the adjacent dwellings with one positioned significantly landward of the pier line, compliant with Section 275-11(A)(3). 3) The proposed swimming pool and grade-level masonry pool patio would also be located landward of the pier line, landward of the existing dwelling, and set back at least 54 feet from wetlands, compliant with the minimum 50-ft wetlands setback for swimming pools and related structures set forth by Section 275- 3(D)(1)(a)(5). 4) The proposed swimming pool would be equipped with a saltwater filtration system, thus avoiding use of a traditional,high-chlorination treatment system. 5) The existing nonconforming septic system, which is located less than 100 feet from wetlands, would be removed and replaced with a low-nitrogen, innovative/alternative sanitary system(I/A OWTS) located more than 150 feet from wetlands. Unlike conventional septic systems,the I/A OWTS is designed to significantly reduce nitrogen loading into the groundwater table. 6) A stormwater drainage system is designed to collect and recharge roof runoff from the dwelling; surface runoff from the proposed masonry patios; and discharge from the proposed pool. 7) As evidenced by the design of the proposed driveway,the project seeks to minimize the removal of significant hardwood trees throughout the site; and because three (3) hardwoods must be removed from the 100-ft wetlands regulated area in connection with the proposed construction,three(3)native hardwood trees would be replanted less than 100 feet from wetlands. 8) A 15-ft wide vegetated non-turf buffer located adjacent to wetlands, which will provide a sink and filter for excess nutrients contained in potential surface water runoff before reaching Richmond Creek, will be established pursuant to recently issued Town Wetlands Permit No. 10635 and the associated covenant. 9) A project limiting fence would be installed to contain site disturbance and potential surface runoff during construction. 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I-Project Information.The applicant or project sponsor is responsible for the completion of Part 1.Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I-Project and Sponsor Information Name of Action or Project: Win Wunn LLC Residence Project Location(describe, and attach a location map): 1055 Wood Lane,Peconic; SCTM#1000-86-6-11; located on north side of Wood Lane,424'north and 61 Feast of Indian Neck Lane(map provided). Brief Description of Proposed Action: Demolish and remove existing 1-story dwelling and accessory garage,and construct 56 feet farther landward a new 1&2-story,3,251 sf(footprint) single-family dwelling and attached garage(228 sf within 100-foot wetlands setback)with 352 sf attached deck/pergola,157 sf partially covered attached deck,and 53 sf roofed-over landing;construct a 340 sf raised(18")uncovered masonry patio,79 if of 18"-high stone retaining wall,a 17'x 40'swimming pool(equipped with saltwater filtration system),and 841 sf grade-level masonry pool patio;remove and replace(in-place)existing 213 sf grade-level masonry patio and steps adjacent to bulkhead;install 4'high pool enclosure fencing;remove existing septic system less than 100 feet from wetlands and install new I/A OWTS sanitary system more than 100 feet from wetlands;install a stormwater drainage system;remove 3 mature hardwood trees located within 100 feet of wetlands;and replant 3 native hardwood trees within 100 feet of wetlands,all as depicted on the site plan prepared by Marshall Paetzel Landscape Architecture,dated November 1,2024. Name of Applicant or Sponsor: Telephone: 917-386-5983 Win Wunn LLC E-Mail: racobson@mooreholdings.com Address: c/o Roni Jacobson, 175 West 74rd Street,Apt.2JK City/PO: State: Zip Code. New York NY 10023 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no, continue to question 2. X 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: NYS DEC, SCDH X 3.a. Total acreage of the site of the proposed action? 29,941 sf b.Total acreage to be physically disturbed? 29,770 sf c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 29,941 sf 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑ Industrial ❑Commercial ®Residential(suburban) ❑Forest ❑Agriculture ®Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? X b. Consistent with the adopted comprehensive plan? X 6.Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7. Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? NO YES If Yes, identify: Names:Richmond Creek&Beach,Peconic Bay&Environs;Reasons:Significant coastal fish&wildlife habitat; Protect public health,water,vegetation&scenic beauty;Agencies:Southold Town,Suffolk County;Date: 10-20-88,7-12-88 X 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: X 10. Will the proposed action connect to an existing public/private water supply? NO YES If No, describe method for providing potable water: X 11.Will the proposed action connect to existing wastewater utilities? NO YES If No, describe method for providing wastewater treatment: A new I/A septic system is proposed X 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? X b. Is the proposed action located in an archeological sensitive area? X 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal, state or local agency? X b.Would the proposed action physically alter, or encroach into,any existing wetland or waterbody? X If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply. ® Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ® Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16. Is the project site located in the 100 year flood plain? NO YES X 17. Will the proposed action create storm water discharge,either from point or non-point sources? Q YES If Yes, a.Will storm water discharges flow to adjacent properties? ONO❑YES b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: X 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: X 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: X Ji I AFFIRM THAT THE INFOR TION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Rob . errmann,Coastal Mgmt. Specialist Date: December 16,2024 Signature: Part 2-Impact Assessment.The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic, archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance.The Lead Agency is responsible for the completion of Part 3.For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part I Part 3 should,in sufficient detail, identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts.Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude.Also consider the potential for short-term, long-term and cumulative impacts. ❑ Check this box if you have determined, based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. 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ST DO I I NEWISUFFOLK 1 l Board of: Tkus.tees Appl.;- _. bion AUTHORIZATION (Where the applicant.ismoi the owner) Roni.Jacobson,-Mana, in Member;Win Wunn.LLC.. :I/We, 9 9. owners of the property identified as SCTM# 1000-86-6-1.1 in the town of Southold New York,hereby authorizes En-Consultants: to act as my.agent and handle all. necessary work involved with the application�process for peiznit(s) from the Southold Town. .Board of Trustees:for this property. :Property Owner's Signature . . : -Property.'Owner'"s Signature Roni Jacobson, Managing.Member: Win Wunn LLC . :SWORN TO BEFORE ME THIS I.2P .DAY OF. &V+tr Ab ev': : . , 20.. 2y. Notar Public KEN04L JAIMAL FISHER Y Notary Public-'State of New:2YO NO.01 F16420592 .Qualified in New York County. MY Commission ExPim Aug Bo ard of Trustees App1. ;ion .. AFFIDAVIT - .. Roni Jacobson, Managing Member:: BEING.DULY SWORN DEPOSES.AND:.AFFIRMS THAT'HE/SHE.IS THE:APPLICANT'FOR THE ABOVE : . . DESCRIBED PERMIT(S)AND:THAT ALL:STATEMENTS.CONTAINED HEREIN 'ARE:TRUE TO THE BEST OF'HIS/HER:KNOWLEDGE.AND BELIEF.:AND'THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN.THIS APPLICATION ' AND AS MAY BE APPROVED:BY THE:SOUTHOLD,TOWN BOARD',OF TRUSTEES.. THE APPLICANT -GREES�TO.HOLD THE:TOWN:OFSOUTHOLD.AND,THE BOARD OF TRUSTEES:HARMLESS'AND.FREEFROM ANY AND ALL:DAMAGES :. '. AND;CLAIMS.ARISING''UNDER'OR BY:VIRTUE:OF$Alp PERMIT(S),IF GRANTED. IN,COMPLETING THIS APPLICATION;I-HEREBY AUTHORIZE:THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,NC.LUDING THE - CONSERVATION ADVISORY COUNCIL,•TO'ENTE:R ONTO:MY.PROPERTY TO 'IN SPECT:THE PREMISES IN.CONJUNCTION WITH THIS APPLICATION -..INCLUDING:A•FINAL;INSPECTION.•,I FURTHER AUTHORIZE THE BOARD OF. :. . TRUSTEE -TO:ENTER.�ON'TO MY:PROPERTY AND.AS REQUIRED TO'INSURE ..COMPLIANCE WITH:ANY:CONDI.TION OF ANY'WETLAND:OR COASTAL EROSION:PERMIT;ISSUED BY THE BOARD OF TRUSTEES DURING'THE TERM OF THE PERMIT..: : .. N/A.. .Signature.of Property:Owner. ' Signature•of Property Owner' , .Roni Jacobson; Managing.Me.rriber: : .Win Wunn LLC' .' SWORN TO BEFORE ME THIS :� ; ' : DAY OF. :.St�+Chn:lae:v: :' : ;202y. Iic. .. • • .. KENDAL JAIMAL FISHER : . . Notary Public*Staee.of New York - - "My . . NO.O t F Qualified in New York;CountyD. Commission Expires Aug 9,2 25 . . Be". l of 'Trustees. -Application AUTHORIZATION (Where the applieantis not the owner) . Roni.Jacobson Mana, in ,.Member;Win Wunn,'LLC': - I/We, 9 9 • " owners of in the town. 1 Southold . ' New Yor ,hereby authorizes En-Consultants: ' :ao act as my"agent and handle all riecessar work involved with the a hcahori rocess for ermit s "from the Southold Towri" . . YI. Pp i process p f ) ..- .Board of Trustees:for'this:property.. ' N/A. Property Owner's Signature: Property.Owmer's Signature Roni Jacobson, Managirig.Member: „ „ :Win:Wunn.LLC SWORN TO BEFORE ME THIS -DAY OF t 'Notary Public .i• ' APPLICANUAGENUREPRESENTATIVE 'TRANSACTIONAL DISCLOSURE:FORM . The.Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town ofricers and embloyees.The'purpose of this form is to broA&informationwhich'can alert,th6 town-of possible conflicts of interest and allowh to take whatever action is. necessary to avoid same. Roni Jacobson; Managing Member xouRN,4ME: Win.Wunn LLC '(Last name,first name,ipiddle initial,unless you are applying in the name.of someone else or other entity;such as a company:If so,indicate the other .. person's or company's name.). NAME OF APPLICATION: (Check all that apply.) Tax grievance Building .. Variance Trustee X Change of Zone •• Coastal Erosion . Approval of•plat' Mooring Exemption from plat or flicial map Planning Other. (If`.`Other",name the activity:) Do you personally'(or•through your company,spouse,sibling,parent,or.child)have a relationship with any.officer or employee . of the Town of Southold?:"Relationship"includes by blood,marriage,or business interest."Business interes 'means a business,' including a partnership;in which the town officer or employee has e.ven'a partial ownership.of(or employment by)a corporation• in which the.town.officer of employee,owns:more than 5%'of the shares.. YES NO 7� Xyou answered"YES";complete the balance of this form and date and sign where indicated: Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(ihe applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through;D)and/or describe in the space provided. The town officer oremployee or or her spouse,sibling,parent,:or:child is(check all that apply): . _aA)the owner of greater than S%of the shares of the.corporatc stock of the applicant_ . (when the applicant is•a corporation); B)the legal or beneficial owner of any interest in.a non-corporate entity(when-the applicant is not a corporation); C)an officer,director,.partner,or employee of the applicant;or. D)'the actual.applicant. DESCRIPTION OF RELATIONSHIP Submitted this Y ay of �e&. 20 Signature Print Name Roni Jacobson,Managing-Member Form TS 1 y in unn APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and emplovees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOURNAME : Herrmann, Robert -E. (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit XXX Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child) have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this j6daay of Decanber,20 24 Signature Print Name Robert E. Herrmann f r. NOTICE TO ADJACENT PROPERTY OWF' b `6 ' FEB 2025 BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: Win Wunn LLC SCTM# 1000-86-6-11 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 and remove existing 1-story dwelling and accessory garage,and construct 56 feet farther landward a new 1 &2-story,3,251 sf(footprint)single-family dwelling and attached garage(228 sf within 100-foot wetlands setback)with 352 sf attached deck/pergola, 157 sf partially covered attached deck,and 53 sf roofed-over landing;construct a 340 sf raised(18")uncovered masonry patio,79 if of 18"-high stone retaining wall,a 17'x 40'swimming pool(equipped with saltwater filtration system),and 841 sf grade-level masonry pool patio;remove and replace(in-place)existing 213 sf grade-level masonry patio and steps adjacent to bulkhead; install 4'high pool enclosure fencing;remove existing septic system less than 100 feet from wetlands and install new VA OWTS sanitary system more than 100 feet from wetlands; install a stormwater drainage system;remove 3 mature hardwood trees located within 100 feet of wetlands; and replant 3 native hardwood trees within 100 feet of wetlands,all as depicted on the site plan prepared by Marshall Paetzel Landscape.Architecture,dated November 1,2024. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 1055 Wood Lane,Peconic 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. 12,2025 @ 5:30pm;Town Hall Meeting Rm,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. Win Wunn LLC c/o Roni Jacobson PROPERTY OWNERS NAME: 175 West 73rd Street,Apt.2JK MAILING ADDRESS: New York,NY 10023 PHONE #: 917-386-5983 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. PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: SCTM#1000-86-6-10 j 2 Pauline Drive Anthony&Roseanne Lofaso Farmingdale, NY 11735 SCTM#1000-86-6-19 c/o Ruth Jordan,Trustee Bodenstein Family 2012 Irrevocable Trust 6145 Indian Neck Lane,Peconic,NY 11958 SCTM#1000-86-6-18 6065 Indian Neck Road James Lowry Revocable Living Trust Peconic,NY 11958 i SCTM#1000-86-6-28.4 Town Hall,53095 Main Road Town of Southold(underwater land) PO Box 1179 i Southold,NY 11971 I I F E B 6 20?5 I � Southold Town Board of Trustees i • I I i I i I II STATE OF NEW YORK COUNTY OF SUFFOLK Robert E.Herrmann doing business at g En-Consultants , 1319 North Sea Road Southampton,NY 11968 j , being duly sworn, deposes and says that on the 31st day of January' ,20 25 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Southampton , that said Notices were Mailed to each of said persons by (certified)(7zgksoeved� mail. Robert E. Herrmann i Coastal Managment Specialist I Sworn to before me this 31st day of January ,20 25 KIM H. STEPHENS Notary Public-State of New York No.01 ST5015931 Qualified in Suffolk County.6 My Commission Expires August 02,20;:, Notary u � is �I I r a CERTIFIEb MA ■ ■ p ® ® . o p P. i. C3 Mill C3 lJ') B s. • Ez �, .axm tf7 F "si %;�:� ( S 1�., In ;z i�.` •�,.>a G€ ..°n mow'' € t 4 a Certified Mail Fee p Certified Mail Fee w j C3 $ 1��' I ( p l,� m Extra SBfVICOS&Fees(check box,add fee as appropriate) z ,,`i , p $ Return ices t ardco !` r'rl Extra Services&Fees(check box,add fee as appropriate) �"�,.•'' r"� ❑ P(h PY) $ .". (ham °t '•; ❑Return Receipt(hardcopy) $ i. r ❑Return Receipt(electronic) $ (' ,r$ Postmark 11 ''j ,k p ❑Certified Mail Restricted Delivery $ - Q�� ❑Return Receipt(electronic) $ f -Here rk ,f'+qq p ❑Certified Mail Restricted Delivery $ `� � --Here JJ r� ❑Adult Signature Required $ : y [�- []Adult Signature Required $ ( Q ru ❑Adult Signature Restricted Delivery$ J� 1 ru .1 t}: Adult Signature Restricted Delivery$ Postage :,r Postage p $ r1 Total p $ f� rq Total Posh _,_ •� p $ entI Anthony&Roseanne Lofaso C3 SentTo Bodenstein Family 2012 Irrev. Trust � Street 2 Pauline Drive St�eetand c/o Ruth Jordan, Trustee ____ cc 6145 Indian Neck Lane �► ______ Farmingdale,NY 11735 ---__ " Q' city, City State; Peconic,NY 11958 o m . a . rCERTIFIED )3 Domestic s Domestic EU U1 . Ln V'1 Yz I .' E I u-1C3 3z I } ��1 i7 }C3i ; 1 z€ Fa t ✓ ;:� xt >m:.p Certified Mail Fee p Certified Mail Fee M Extra Services&Fees(check box,add fee as appropriate)• <) 7'+-�•a '>y M Extra Services&Fees(check box,add fee as appropriate) ra ElReturnReceipt(hardeopy) $ �'' t_ ❑Return Receipt(hardcopy) $ v € El Return Receipt(electronic) $ f I?OStmark IZC\" ❑Return Receipt(electronic) $ Postm$fkt�o{��+ s C3 ❑Certified Mall Restricted Delivery $ T (`?'; Here ) C3 Certified Mail Restricted Delivery ,$ "�� �tESe 1• " ❑AdulCSignature Requ ._.- �'-, Adult Signature Requiredru ired $ ! ❑ 9 q ❑Adult Signature Restricted Delivery$ '� s+s7 ❑Adult Signature Restricted Delivery$ Postage � `1 �JQ of n'' Postage 'f' ra Total AI r1 Tot o $ s.� o $ Town of Southold Sent i James Lowry Revocable Living Trust sell ° siieei 6065 Indian Neck Road ------ j Er Town Hall, 53095 Main Road sty --------------- Ln Peconic NY 11958 PO Box 1179 Q- crr, Southold,NY 11971 i r EC i �U F E B 6 2029 Southold Town Board of Trustees Glenn Goldsmith,President) �g�FFO(,�c Town Hall Annex A.Nicholas Krupski,Vice President ��� �Gy 54375 Route 25 Eric Sepenoski j o ` P.O.Box 1179 coo a Liz Gillooly o Southold,NY 11971 Elizabeth Peeples 4,j�l �a Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD i BOARD OF TRUSTEES: 1OWN OF SOUTHOLD --------------------------- --------------------- In the Matter of the Application of WIN WUNN,LLC COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED INPLACE FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE— COMPLETE THIS FORM ON EIGHTH DAY OR LATER 1, Tyler Rochon ,residing at/dba En-Consultants 1319 North Sea Road, � Southampton, NY 11968 being duly sworn, depose and say: That on the 4thday of Ii'February , 2025 , I personally posted the property known as 1055 Wood Lane, PeconL; SCTM #1000-86-6-11 by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,February 12,2025. Dated: February 12, 2025 (si ature) Sworn to before me this 12thday of Feb 2025 i KIM H. STEPHENS Notary Public-State of New York No.01 ST5015931 Notary P bite Qualified in Suffolk County My Commission Expires August 02,2U�; I i4OTI �`M'04E HEAR1110 NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: WIN WUNN, LLC SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish and remove existing one-story, dwelling and accessory garage, and construct a new 1 & 2-story, 3,251sq.ft. (footprint), single- family dwelling and attached garage with 352sq.ft. rear attached deck with pergola and 14sq.ft. outdoor BBQ area; and 53sq.ft. front roofed-over landing; construct a 340sq.ft. raised (18") uncovered masonry patio; 79 linear feet of 18" high stone retaining wall; a 17'x40' swimming pool (equipped with saltwater filtration system), and 841sq.ft. grade-level masonry pool patio with planters landward of pool patio; install window wells and 5.7'x19.5' basement steps; install a 4' high utility enclosure; install a generator, A/C units and pool equipment area; install a 26sq.ft. trash enclosure; remove and replace in-place existing 213sq.ft.grade-level masonry patio and 3' wide steps adjacent to bulkhead; install 4' high pool enclosure fencing; remove existing septic system and install a new I/A OWTS sanitary system; install stormwater drainage system; remove three (3) mature hardwood trees and replant three (3) native hardwood trees. Located: 1055 Wood Lane, Peconic. SCTM# 1000-86-6-11 TIME & DATE OF PUBLIC HEARING: Wednesday, February 12, 2025 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES *TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.CT.MA THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Q� 1000 26 2 23 STORM-WATER,GRADING,DRAINAGE AMP EROSION CONTROL PLAN iIS sfri Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM#/WORK ASSESSMENT Yes No a.What is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off (include Total Area of all Parcels located within 29 941 sf Generated by a Two(2")Inch Rainfall on Site? Elthe Scope of work for Proposed Construction) (S.F./Acres)) (This item will include all run-off created by site b,What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed 29,770 sf Site improvements and the permanent creation of construction activity? (S.F./Acres) impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed ❑ PROVIDE BRIEF PROJECT DESCRIPTION(Provide Additional Pages as Needed)) Drainage structures Indicating Size&Location?This item shall include all proposed Grade Changes and Demolish and remove existing I-story dwelling and accessory garage,and construct 56 feet Slopes Controlling Surface Water Flow, farther landward a new 1&2-story,3,251 sf(footprint)single-family dwelling and attached 3 Does the Site Plan and/or Survey describe the erosion X garage(228 sf within 100-foot wetlands setback)with 352 sf attached deck/pergola,157 sf and sediment control practices that will be used to partially covered attached deck,and 53 sf roofed-over landing;construct a 340 sf raised control site erosion and storm water discharger.This (18")uncovered masonry patio,79 if of 18"-high stone retaining wall,a 17'x 40'swimming Item must be maintained throughout the Entire Construction Period. pool(equipped with saltwater filtration system),and 841 sf grade-level masonry pool patio; remove and replace(in-place)existing 213 sf grade-level masonry patio and steps adjacent 4 Will this Project Require any Land Filling,Gradin or ❑ Excavation where there is a change to the Natural to bulkhead;install 4'high pool enclosure fencing;remove existing septic system less than Existing Grade involving more than 200 Cubic Yards 100 feet from wetlands and install new I/A OWTS sanitary system more than 100 feet from of Material within any Parcel? wetlands;install a stonnwater drainage system;remove 3 mature hardwood trees located 5 Will this Application Require Land Disturbing Activities within 100 feet of wetlands;and replant 3 native hardwood trees within 100 feet of wetlands, Encompassing an Area in Excess of Five Thousand all as depicted on the site plan prepared by Marshall Paetzel Landscape Architecture,dated (5,000 S.F.)Square Feet of Ground Surface? November 1,2024. 6 Is there a Natural Water Course Running through the Site?Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres:including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one or more acres of lands; which Exceed Fifteen(15)feet of Vertical Rise to Including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? El X the DEC has determined that a SPDES permit is required for storm water discharges, Q (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit O Will Driveways,Parking Areas or other impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off ❑ 1.The SWPPP shall be prepared prior to the submittal of the NOI. The NOI shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, ❑ required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit. In addition,the SWPPP shall 7 identify potential sources of pollution which may reasonably be expected to affect the Area. (This item will NOT include the installation of Driveway Aprons.) quality of storm water discharges. NOTE:If Any Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. that is knowledgeable in the principles and practices of Storm Water Management. (NOTE: A Check Mark M and/or Answer for each Question is Require for a Completed Application). STATE OF NEW YORK, CouNTY OF Suffolk SS That I, Robert E.Herrmann ------- being duty sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that he/she is the Agent - ---------------------------- ----------------------------------------------------------------------------------------------------- (Owner,Contractor,Agent,Corporate Officer,etc. Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed.in the manners set forth in the application filed herewith. Sworn to before me this; 16th day f,_December 2024 b ' Notary Publi ------------------- ------ --------------4(s - - -of Applicant) FORM - 06/10 KIM H. STEPHENS Notary Public-State of New York No.01ST5015931 Qualified in Suffolk County C My Commission Expires August 02,20n 5- 'Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS l , All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its si nig ficant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 86 - 6 11 PROJECT NAME win Wunn LLC The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Demolish and remove existing 1-story dwelling and accessory garage,and construct 56 feet farther landward a new 1 &2-story,3,251 sf(footprint)single-family dwelling and attached garage(228 sf within 100-foot wetlands setback)with 352 sf attached deck/pergola, 157 sf partially covered attached deck,and 53 sf roofed-over landing;construct a 340 sf raised(18")uncovered masonry patio,791f of 18"-high stone retaining wall,a 17'x 40'swimming pool(equipped with saltwater filtration system),and 841 sf grade-level masonry pool patio;remove and replace(in-place)existing 213 sf grade-level masonry patio and steps adjacent to bulkhead;install 4'high pool enclosure fencing;remove existing septic system less than 100 feet from wetlands and install new I/A OWTS sanitary system more than 100 feet from wetlands;install a stormwater drainage system;remove 3 mature hardwood trees located within 100 feet of wetlands;and replant 3 native hardwood trees within 100 feet of wetlands,all as depicted on the site plan prepared by Marshall Paetzel Landscape Architecture,dated November 1,2024. Location of action: 1055 Wood Lane, Peconic Site acreage: 0.69 acres Present land use: Residential, single-family dwelling and accessory garage Present zoning classification: R-40 2. If an application for the proposed action has been fled with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Win Wunn LLC (b) Mailing address: c/o Roni Jacobson,Member 175 West 73rd Street,Apt.2JK,New York,NY 10023 (c) Telephone number: Area Code 917-386-5983 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No® If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria [—] Yes ❑ No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable The project would be consistent with Policy 4 because it would relocate the new dwelling significantly farther landward,nearly tripling the existing dwelling's wetlands setback;the new dwelling would be located in FEMA-designated flood zones;and the property is protected by an existing bulkhead,which is scheduled to be replaced with a new,more highly elevated bulkhead pursuant to Town Wetlands Permit No. 10635. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ®Yes ❑ No ❑ Not Applicable --See attached addendum-- Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ®Yes ❑ No 11 Not Applicable LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR WIN WUNN LLC 1055 WOOD LANE PECONIC,NY SCTM#1000-86-6-11 POLICIES 5& 6 As a result of its design and associated environmental mitigation measures,the proposed project would result in increased separation distances between wetlands and site development; well mitigated and potentially reduced runoff and improved runoff quality;and potentially improved groundwater and surface water quality. The project would thus avoid adverse impacts and in fact have a potential net beneficial impact on the adjacent tidal wetland ecosystem of Richmond Creek; would be compliant with the standards for wetlands permit issuance set forth by Section 275-12 of the Town Code; and would be consistent with the objectives of Polices 5 and 6 of the LWRP, i.e., protecting and improving water quality, and protecting and restoring the quality and function of Town of Southold ecosystems,respectively, as summarized below. 1) The new dwelling would be located 56 feet farther landward of the bulkhead, nearly tripling the existing dwelling's wetlands setback from 32 to 88 feet; and only 228 sf of the proposed habitable dwelling footprint would be situated within the 100-ft wetlands regulated area. 2) As a result of the landward relocation of the dwelling,the project would replace a dwelling structure projecting well seaward of the "pier line" drawn between the adjacent dwellings with one positioned significantly landward of the pier line, compliant with Section 275-11(A)(3). 3) The proposed swimming pool and grade-level masonry pool patio would also be located landward of the pier line, landward of the existing dwelling, and set back at least 54 feet from wetlands, compliant with the minimum 50-ft wetlands setback for swimming pools and related structures set forth by Section 275- 3(D)(1)(a)(5). 4) The proposed swimming pool would be equipped with a saltwater filtration system, thus avoiding use of a traditional,high-chlorination treatment system. 5) The existing nonconforming septic system, which is located less than 100 feet from wetlands, would be removed and replaced with a low-nitrogen, innovative/alternative sanitary system(I/A OWTS) located more than 150 feet from wetlands. Unlike conventional septic systems, the I/A OWTS is designed to significantly reduce nitrogen loading into the groundwater table. 6) A stormwater drainage system is designed to collect and recharge roof runoff from the dwelling; surface runoff from the proposed masonry patios; and discharge from the proposed pool. 7) As evidenced by the design of the proposed driveway,the project seeks to minimize the removal of significant hardwood trees throughout the site; and because three (3) hardwoods must be removed from the 100-ft wetlands regulated area in connection with the proposed construction,three(3)native hardwood trees would be replanted less than 100 feet from wetlands. 8) A 15-ft wide vegetated non-turf buffer located adjacent to wetlands, which will provide a sink and filter for excess nutrients contained in potential surface water runoff before reaching Richmond Creek, will be established pursuant to recently issued Town Wetlands Permit No. 10635 and the associated covenant. 9) A project limiting fence would be installed to contain site disturbance and potential surface runoff during construction. --See attached addendum-- Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect South_" o water-dependent uses and proms siting of new water-dependent uses in suitable locations. See LWKP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY TITLE Coastal Management Specialist DATE December 16,2024 Robert E. He n Amended on 811105