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Home My WebLink AboutTR-10713 Town Hall Annex Glenn Goldsmith, President ®��®I S®vPey®1 54375 Route 25 A. Nicholas Krupski,Vice President ® P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples � �� Fax(631) 765-6641 C®Um+� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1 st day of construction % constructed When project complete, call for compliance inspection; Glenn Goldsmith,President �OS�fFO(q�CO Town Hall Annex A.Nicholas Krupski,Vice President �yO Gy ? 54375 Route 25 Eric Sepenoski y P.O.Box 1179 Liz Gillooly 0 Southold,NY 11971 Elizabeth Peeples '1 apt, Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Cole Environmental on behalf of 1420 Smith Drive, LLC TO: Please be advised that your application dated October 8, 2024 has been reviewed by this Board at the regular meeting of January 15, 2025 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1st Day of Construction ($50.00) '/ Constructed ($50.00) X Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) X The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: Final Inspection Fee = $50.00 1Y l J` TOTAL FEES DUE: $ 410.00 `( BY: Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President ® QF S®U� Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ® P.O. Box 1179 Eric Sepenoski J Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 3, 2025 Kate Rummel Cole Environmental Services 425 Montauk Highway East Quogue, NY 11942 RE: 1420 SMITH DRIVE, LLC 1420 SMITH DRIVE SOUTH, SOUTHOLD SCTM# 1000-76-3-10.1 Dear Ms. Rummel: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, January 15, 2025 regarding the above matter: WHEREAS, En-Consultants on behalf of 1420 SMITH DRIVE, 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 October 8, 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 issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on January 15, 2025, at which time all interested persons were given an opportunity to be heard, and, 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, 2 WHEREAS, the proposal 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 the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees APPROVE the application of 1420 SMITH DRIVE, LLC for the existing two-story dwelling with attached garage (3,443.7sq.ft. footprint); existing enclosed seaward porch to be reduced to 10.9'x27.6' with proposed 20.6'x65.5' seaward patio; proposed 32.2'x6.6' second story rear deck; existing outdoor shower enclosure, wood deck, root cellar, and shed to be removed; existing garage to be reconfigured and converted to living space with 283.5sq.ft. of garage to remain and a with a 5.7'x19.8' first floor rear extension; proposed 16.0'x31.3'first floor landward extension; existing 59.8sq.ft. front porch to be enclosed for living space; proposed new 5.7'x27.8'front porch; proposed 38.5'x8.84' second floor addition within existing footprint; existing A/C units; and install gutters to leaders to drywells to contain roof runoff; abandon existing septic system and install an I/A OWTS system landward of dwelling; remove existing bulkhead on easterly side to be replaced using vinyl sheathing and raised to elevation 6.0' to match adjacent easterly neighbor; construct±84 linear feet of new section of bulkhead (upper bulkhead) to continue west along length of property, landward of existing wetland line with ±11' vinyl return; install and perpetually maintain a 10' wide non-turf buffer for full width of property, landward of upper bulkhead and planted with Cape American beach grass with a 4' wide access path to dock; existing ±85 linear foot low-sill bulkhead to be replaced with new vinyl low-sill bulkhead with ±15' vinyl return; plywood bulkhead extensions, existing boat ramp and adjacent return to be removed; approximately 30 cubic yards of clean fill to be used for backfill; establish and perpetually maintain a 16' wide non-disturbance buffer in between low-sill and upper bulkhead, to be planted with Spartina patens; existing concrete wall and wood wall to be removed from upland; with the conditions that the retaining wall be moved landward; establish and perpetually maintain a native vegetated non-turf buffer between retaining wall and wetlands; establish and perpetually maintain a 5' vegetated non-turf buffer landward of retaining wall; install a trench drain along patio tied into a drywell to avoid run-off; save all existing trees; all as depicted on the site plan prepared by Kenneth M. Woychuk Land Surveying, PLLC, received on January 31,-2025, and stamped approved on January 31, 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. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very tr y yours, Glenn Goldsmith President, Board of Trustees �,.� v- *y,- _. rr 1 J' ,S��f°V7 �W.. + �!`k;i 7r $• '"'k �� +�1� M.._. �# vZ f., r •y+. ,v 'l °',AS''',4'2,'71�"sYR�2�i�.roi ri'�ty,t th.C�tA>"YEA''.�:gS:':G'537.1'''.y .'�J1.�'-'''5�, "S�.Yt'-'.�''''�'aS£'V.Ck'2ht4YC"'�Se4YiS��duxrorix�.�„�A r4«�rit" '''i;,'"Ar�"t:1V21" ::�,';4:,'1�-'t"�f' at�.' •,•�+r,�4,^ws �'�J%T;Y.'�..�Jit BOARD OF SOUTHOLD TOWN TRUSTEES , ,y SOUTHOLD,NEW YORK PERMIT NO. 10713 DATE: JANUARY 15, 2025 ISSUED TO: 1420 SMITH DRIVE, LLC '. w PROPERTY ADDRESS: 1420 SMITH DRIVE SOUTH, SOUTHOLD SCTM# 1000-76-3-10.1 S=R , AUTHORIZATION ( Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in N ' accordance with the Resolution of the Board of Trustees adopted at the meeting held on January 15,2025,and in consideration of application fee in the sum of$1,250.00 paid by Don&Glenna Rtan and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits z the following: a for the existing two-story dwelling with attached garage(3,443.7sq.ft.footprint); existing enclosed seaward porch to be reduced to 10.9'x27.61 with proposed 20.6lx65.51 seaward patio; proposed 32.2 x6.6 ,s - ``� second story rear deck; existing outdoor shower enclosure,wood deck, root cellar,and shed.to be removed;existing garage to be reconfigured and converted to living space with 283.5sq.ft.of garage to 3 ` remain and a with a 5.7'x19.8' first floor rear extension; proposed 16.0701.3' first floor landward ' extension; existing 59.8sq.ft.front porch to be enclosed for living space; proposed new 5.71x27.8' front ' porch; proposed 38:5'x8.84'second floor addition within existing footprint; existing A/C,units; and e install gutters to leaders to drywells to contain roof runoff; abandon existing septic system and install an ^' Y I/A OWTS system landward of dwelling; remove existing bulkhead on easterly side to be replaced using i� vinyl sheathing and raised to elevation 6.0' to match adjacent easterly neighbor; construct±84 linear feet i t `` of new section of bulkhead(upper bulkhead)to continue west along length of property,landward of g y existing wetland line with f11'vinyl return; install and perpetually maintain a 10' wide non-turf buffer for full width of property,landward of upper bulkhead and planted with Cape American beach grass with a 4' wide access'path to dock; existing-f85 linear foot low-sill bulkhead to be replaced with new ra" vinyl low-sill bulkhead with f15"vinyl-return; plywood bulkhead extensions,existing boat ramp and adjacent return to be removed; approximately 30 cubic yards of clean till to be used for backfill; 4, establish and perpetually maintain a 16'wide non-disturbance buffer in between low-sill and upper - bulkhead,to be planted with Spartina patens; existing concrete wall and wood wall to be removed from 4 upland; with the conditions that the retaining wall be moved landward; establish and perpetually .s maintain a native vegetated non-turf buffer between retaining wall and wetlands; establish and perpetually maintain a 5'vegetated non-turf buffer landward of retaining wall; install-a trench drain along patio tied into a drywell to avoid run-off;save all existing trees; all as'depict6d on the site plan ✓ :� prepared by Kenneth M.Woychuk Land Surveying,PLLC,received on January 31,2025,and stamped approved on January 31,2025. 1 IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the'day,and year written above. co CA ;T 1 r �Ol �pl, TERMS AND CONDITIONS The Permittee 1420 Smith Drive,LLC 1420 Smith Drive South Southold 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. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the.deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. 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. 11. 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-iri deal or personal property held or vested in a person not a party to the permit. R US. TIE,E' s SOU HOLD . No. 10113 . issued To, Address- MA0 Smolvnbr'-vt" , Soc;st% s a THIS. NOTICE MUST BE DISPLAYED DURING CONSTRUCTION .TOWN TRUSTEES OFFICE,TOWN OF 50UTHOLD SOUTHOLD, N.Y. 11971 TEI..i 765-1892 S.C.T.M.# DISTRICT 1000 SECTION 76 BLOCK 3 LOT 10. 1 P�Y BOARD OF _'USTEES TOWN OF SC,1,..111"HOLD DAT E 1/5 DWELLINGS W/PUBLIC WATER ------ -a-1 50'-w- 1,2 45. 5 S' 800 PIP 3�0-/qj m 0.6'S off 2-DE EDG6 0�, 41 So Tr 7 0.9'E AA til Rz:�Jso 3: U.P. - 00, -76. 2 UY W.M. .4' IPE O c) It EXISTING m CONIC. DRIVEWAY r j RIBBONS J J TO BE REMOVED % 1 \ / I (o ELEV. 6.2 5' IN FAVOR OF MIN STONE DRIVEWAY q Fn 0 L SANDY LOAM (f) 1.2' EXP Iq a I.G, LU t r BROWN EL 6.5 L GAS EX _,p SM LOAMY SAND A' EXISTING SHED TANK 0 4- TO BE REMOVED PALE LO u BROWN LG : * I Q SHED : GEN LG MEDIUM L-L. � SAND 220' 1 &GRAVEL 6 0' DWELLINGS C) G L EXIST SEPTIC, INGROUND WATER IN WATER EL 0.2. W/PUBLIC WATER TO BE ABANDONED 8 Ox4'DEEP LP GAS TO BE REMOVED AND BACKFILLED -150' P. MEDIUM HIGHEST EX LG SW I<CLEAN COAPSE SANE) D W DWELLINGS SAND LG �ROPOSED & GARAGE///,// W/PUBLIC WATER GRAVEL /'GF 7.0'1 U.P. 150'-o-- 2` . .....1�. LG JULY 12, 2023 LG /K/ K. WOYCHUK LS I OB < 0,81W 5' GUY WIRE MIN LOT 43 ELECTRIC AND AIR SUPPLYHOSE TO OVVTS r ELEC. 4r //7 1,22 0'/ METER 2"SCH 40 PVC VENT PIPE 0 FUJICLE CENT bVE 3.1' PORTION OF EXISTING GARAGE TO BE REMOVED U RED CONTROL PANEL AND AIR PUMP AC UNITS CONC. 20 4'/ ELECTRIC SERVICE TO CONTROL PANEI( 7Z EL(7.6) T BE REMOVED GARAGE FLR ELEV 7.0 C.O. ' DRAINAGE CALCULATIONS: 2214' 31.3 I;yW ....... .......... _PORTION OF EXISTING GARAGE TO BE GUTTERS TO BE PLUMBED TO ONSfTE DRYWE7 CONVERTED TO LIVING SPACE 0 \1 - 8Wx5'DEEP DWELLING W/cOVERED PORCHES:4626 SQ.FT. LOT 47 AC UNITS S PROPOSED 10.6' I St FLOOR 4626 x 0 166=768cf REQUIRED DDiTION . . . . . . -7 EXISTING SHED TO BE REMOVED A 27.8 PRO S t_� (4)8'DIA x 5'DEEP DRYWELLS=8450 PROVIDEDA' PROPOSE[' ADDITION . . . . . .. ""`OVERSIZED FOR POOL WASTE WATER 24.'6' �n �RONT PORCH . 7 R FIRST FIL ?r 31 DETACHED GARAGE:990 S.F. .EXTENSION I 5,W I :.. . . . . . :: : :':':-:.�-:.:':.:.: - I 1.3 990 x 0.766� 165cf REQUIRED E,iSTING _Y (1)8DIA x 4'DEEP DRYWELL=169cf PROVIDED -S 2 " FRAME . . . . . . . . . ... .. . . . . . 'Ox5'DEEP . . ... ... . . . . . _LLING#1420 .:: . . . . . D.W. DWE ::.:-:.: .:.:.:.:.:: �:��i�*- .... . . . . . . . . . ....I....::.:.:.:.:.:-:.:.:-::.-.....- . . . ��l --EXISTING WOOD DECK Fr 8.0 .::'.-."''` . . 10.0 D.W. AND ROOT CELLAR TO BE REMOVED 01 10 11 D.W. . . . . . . . X X X �L X X X 8'Ox5'DEEP .... . . . . �0 X K U) ENCLOSEDX X 2ND FL DEC 1 0 X X X 7 X 2f EXISTING TREES WITHIN x x x x 7 6 X X X X y, I 01c. 1 41 TRUSTEE JURISDICTION 1-0 BE PRESERVED L6E Uj EL 6.,2 P. PAfl ANY REMOVED TREES TO BE REPLACED 1 1 p P, J C-) 655 TRENCH DRAIN F;t1S11NG 10 9'X29' EIiC,LoSED PORCH ' Tl'BE RECONSTRUCTED - - - gNc0ED PORCH 0_1 PR` P V5, "All DE NON U ff BUF 'N _ -"OLERAN" Cn 11 Vvi0l� ----1 ��'b" 1,�-L''Ov'I 7 H SA L T N 0 N- UR F Bb7 �,MERIICAN BEACH GRASS 111:� NA V AS SHOWN ON FILED MAP 1.TE X I 601 r-LA"POLEI� 54,54' ,, 6 CONC. BLOCK WALL _; i_�=_W_-- _ a" '�PI 3 S5710'10"W _JV�4 1_ BER WALL TW 5. "ROPC '01A'J, �0 TO BE REMOVED (),0 A 6,() -A- 6,0 TW --A\TW53 � _�!'i __ A_ T77 1" 41-1- \NOOD 6ULKHEAD 41 A 4 _�A A- 'k -A, Al A- 2.:) C2)-o EAD 7 j-, _nj 0 0 2 WOOD BUL EDGE OF MAINTAINED YARD/ + NDS A,*, TI L WETLANDS' __2 LU FX I S 1 NG-B I I K,4 F j R� 1.1 R N", _.4, *t �+4, 00 A F RJVOF +I co 3 Tip - - - - - - c),NAL 01 11 NX 0 S 590 59'50" W S E L PER DEED NOTE -TIE LINE _t *** L BULKHEAD BULKHEAD AND SOUNDING ELEVATIONS RERFENCE MLW 0.0 DATUM -XISTINGLO\Nc,SIL' MHW ALONG SHOWN THUS: tw3.5 tv,,6-0 TYPICAL SILT m1w 0.0 SCREEN SECTION LAND N/F OF mhw EL 2.) GEOTEXTILE FABRIC THOMAS ONEILL SUPPORT POSTS WOOD OR METAL FLOW DIRECTION MLW SHORLINE REVISED 01-20-25 EXCAVATED AND ADD BULHEAD/DOCK 12-01-24 BACKFILLED TRENCH REVISED FLOOR PLAN 05-02-24 REVISED 02-19-24 EXISTING GROUND REVISED 12-31-23 THE WATER SUPPLY WELLS, DRYWELLS AND CESSPOOL II-III-III-III-li �11IEEIIIE II-II LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS I MI I IEZI I I 4' =111=11 AREA: 37,376.70 SQ.FT. or 0.86 ACRES ELEVATION DATUM.- - NAVD88 2 MINIMUM UNAUTHORIZED AL TERA 77ON OR ADDITION TO THIS SURVEY IS A WOLA 77ON OF SECT70N 7209 OF THE NEW YORK STATE EDUCA 77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARNG 774E LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 77-IE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY GOVERNMENTAL AGENCY AND LENDING INS7777J77ON LISTED HEREON, AND TO 774E ASSIGNEES OF 774E LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE THEY ARE NOT INTENDED rO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL S7RUC7ZJRES OR AND 077-IER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY LOTS 44-46 INCL. CERTIFIED TO: 1420 SMITH DRIVE LLC; MAP OF: GOOSE NECK FIDELITY NATIONAL TITLE INSURANCE COMPANY; FILED:NOV. 22, 1948 No. 1663 AN 3 1 20 V�, SITUATED AT: BAY VIEW TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC nq SUFFOLK COUNTY, NEW YORK A or Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #223-1322 SCALE: 1"=20' DATE: SEPT. 10, 2023 N.YS. LISC. NO. 050882 PHONE (631)298-1588 FAX (631) 298-1588 1' 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631)369-9445 Wetland Project Management January 27, 2025 E C E Attn: Elizabeth Cantrell Town of Southold Board of Trustees JaN 3 2025 54375 Main Road P.O. Box 1179 Southold Town Southold, NY 11971 Board of Trustees Re:Site Plan Updated 1.20.25 1420 Smith Drive LLC 1420 Smith Drive South, Southold, NY 11971 SCTM: 1000-076.00-03.00-010.001 Dear Elizabeth, Enclosed are two(2)copies of an updated site plan,which has been modified as per the the conditions of the Board's approval at the January 151"public hearing. The following changes have been made: - Addition of a trench drain seaward of the patio that ties into a drywell. - Moving proposed retaining wall landward to where the existing concrete block wall stands. - Removal of 4'wide path, catwalk, ramp, and float. - Note calling out native vegetated non-turf buffer in between retaining wall and wetlands. - Addition of 5'wide native vegetated non-turf buffer landward of proposed retaining wall. - Addition of a note stating that trees within Trustee jurisdiction are to remain. Please let us know if you need anything additional. Thank you. Sincerely, Summer Looney Info@ColeEnvironmentalServices.com Cole Environmental Services, Inc. www.ColeEnvironmentaIServices.com FF ti Gleiiri 'oia'sinith,President ��o1W OGy Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 0 Eric Sepenoski A ,? P.O.Box 1179 Liz Gillooly �y • o�� Southold,NY 11971 Elizabeth Peeples �O7 �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees FieldInspection Report Date/Timejav�v4jN B,2,025, Completed in field by: E1. j bf P-U Cole Environmental Consulting on behalf of 1420 SMITH DRIVE, LLC requests a Wetland Permit for the existing two-story dwelling with attached garage (3,443.7sq.ft. footprint); existing enclosed seaward porch to be reduced to 10.9'x27.6'with proposed 20.6'x65.5' seaward patio; proposed 32.2'x6.6' second story_ rear deck; existing outdoor shower enclosure, wood deck, root cellar, and shed to be removed; existing garage to be reconfigured and converted to living space with 283.5sq.ft. of garage to remain and a with a 5.7'x19.8'first floor rear extension; proposed 16.0'x31.3'first floor landward extension; existing 59.8sq.ft. front porch to be enclosed for living space; proposed new 5.7'x27.8' front porch; proposed 38.5'x8.84' second floor addition within existing footprint; existing A/C units; and install gutters to leaders to drywells to contain roof runoff; abandon existing septic system and install an I/A OWTS system landward of dwelling; remove existing bulkhead on easterly side to be replaced using vinyl sheathing and raised to elevation 6.0' to match adjacent easterly neighbor; construct±84 linear feet of new section of bulkhead (upper bulkhead)to continue west along length of property, landward of existing wetland line with ±11' vinyl return; install and perpetually maintain a 10'wide non-turf buffer for full width of property, landward of upper bulkhead and planted with Cape American beach grass with a 4 wide access path to dock; existing ±85 linear foot low-sill bulkhead to be replaced with new vinyl low-sill bulkhead with ±15'vinyl return; plywood bulkhead extensions, existing boat ramp and adjacent return to be removed; approximately 30 cubic yards of clean fill to be used for backfill; establish and perpetually maintain a 16' wide non-disturbance buffer in between low-sill and upper bulkhead, to be planted with Spartina patens; existing concrete wall and wood wall to be removed from upland; construct a proposed 4'x16'fixed catwalk with railing using Thru-Flow decking, a 3'x12' aluminum ramp, and a 6'x20'floating dock situated in an "L" configuration and secured by two(2) 8"diameter pilings. Located: 1420 Smith Drive South, Southold. SCTM# 1000-76-3-10.1 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.: Co Aym o c,� k1ig nveb, 25' r w by 0 rt—�" Save.Wt'y% IP pa-ho ii novi-n wbusl_aSTall irmCk lam cohncLIJ ip Ja6v-wIlS Present Were: /G. goldsmith N. Kr�u�ki ��E. Sepenoski L. Gillooly V t. Peeples S.C.T.M.# DISTRICT 1000 SECTION 76 BLOCK 3 LOT 10. 1 5 DWELLINGS W/PUBLIC WATER \ -f 150'-o,- M b ~ 1,245.58' �� N o A l I PIP 0, EDG 0,, M 41 uY � W.M. O ,4' IPE EXISTINGFri ya CONC DRIVEWAY RIBBONS DRI \ I TO BE REMOVED / I ELEV. 6.2 ;^IN it IN FAVOR OF ` I STONE DRIVEWAY : � rn I I rn OIL SANDY LOAM `XP / d 1.2' BROWN LU L / I I.U. Ex EL 6.5 P. GAS I w SM LOAMY SAND EX A' EXISTING SHED r TANK I -P 1.0' I TO BE REMOVED s I O PALE BROWN w 2 LG I � iZ SHED i GEN.LG I I' MEDIUM SANDSID Q 1 GRAVEL .0' DWELLINGS o LG L t: ': I INGROOND 6 O � EXIST- SEPTIC � / /i W/PUBLIC WATER / // ;, , I LP GAS WATER IN WATER EL 0.2 TO BE ABANDCNED 8'Ox4'DEEP �150' . �/� � / I O BE REMOVEC:, MEDIUM HIGHEST EXP. 1.0 / ,/ ,,, ,/, S W � AND BACKFILLED ��•/�/� /��/ ,� LG /CLEAN COARSE SAND 7 7 7 / /i / I '� DWELLINGS SAND — LG A' D.W PROPOSED GRAVEL \ - -- �. i i GARAGE i i I W/PUBLIC WATER 11' I 2'' LG 3 '��7.0 //� U.P. 150i- JULY 12, 2023 LG K. WOYCHUK LS DB � ' e'�� '`'�� GUY WIRE I MIN ' , ELECTRIC AND AIR SUPPLYHOSE TO OV'JiS--.. /�7 /// LOT 43 z w r Q _ 1!��rr/ ELEC. ( O FUJICLEA 2L( // ["SCH 40 PVC VENT PIPE _.. (I I I (� CENT ; METER CONTROL PANEL AND AIR PIiMP ' 1 "'��_ I Iit�' COVERED 1, " UNI / PORTION OF EXISTING GARAGE TO BE REMOVED E ECTRIC SERVICE TO CONTROL PANE _-'6 GONG PORCH , AC% I 1 C O- EL(7 6) REMOVED ®� I / GARAGE Fi_R ELEV 7.0 iC B� DRAINAGE CALCULATIONS: -�- -" tyW "�—='" �;;%;;4,:�-��',' �2.4' -� 31 3 / 1 II --PORTION OF EXISTING GARAGE Tp BE GUTTERS TO BE PLUMBED TO ONSITE DRYWELLS \ — ® � 106 , CONVERTED TO LIVING SPACE 8' x5'DEEP i�/�i�//� DWELLING W/COVERED PORCHES 4626 SQ.FT. LOT 47 ��C UNITS ® pR(�pOSED / o ti H OOR 4626 x 0.166=768cf REQUIRED I, J 5 �,-- 27 3 (4)8'DIA x 5'DEEP DRYWELLS-845cf PROVIDED D rIOPJ / 27'8 PROP SED�v EXISTING SHED TO BE REMOVED T / / J V PROP�J E� � *"OVERSIZED FOR POOL WASTE WATER FROND OR { / r PGT F(�OR, 31.3 1.5'W :uC I,AI-HcJ(UARA(�E:99U S.1-. _ - : 383 ;;.Ex,ENSIGN / -_ (INU g a' 990 x 0.166=165cf REQUIRED i (1)8'DIA x 4'DEEP DRYWELL=169cf PROVIDED I �'` RA v_a 2, YF ME I D W :.:DWEL.INC#1420 1_xISTING wooD DECK D.W. AND ROOT CELLAR TO BE REMOVED pvED D.W. 0 - 01 rn 8Ox5DEE 8'fdx5'DEEP rn xNC� )x x (. o xx z J w E.. : S--.F'x x ` I,2ND FL DEC; 1 � O 1.6'E oryc. xxxxxxx n 31.5 : , x x 'x 'i c 1 %�E< x EL 6. -� i °J PROP P ATIO O N �r F)ISTIVG 10.9'x29' r PORCH t1CLCISED N T1 gERECONSTRUC T eU CJ FAvOR LSED OF 10,9'x27 6' N N PORCH — 6I i Cr /SSs �L rL�G F0LEt CONC. BLOCK WALL - AS SIT( N ON FILED A - L---- 54.54' Z _4 1W 4,1_ TIN BER WALL TW 5.3 S 57°10'10"W 5 - - - tw 6.0 - 3- _ _ 4 7 _ _ �11 3 = -\ " - _ t 3-7 tw 0 BUL AD - - -_= --�--- -F TW -\ � KHE_ ,6.0 _- D u� 1 i �� '1 " - - J hwEL2 - -- .5 - ,. - _ tw 3 WOOD BULKHEAD - - m I _--- ate-+ - -- - - - - - - � 2' EDGE OF MAINTAINED YARD AWN , +++++ ++ 13 TIDAL NDS ++'++ +' _ J LYLLI + tW35 i 1 + 378.00 23 ANA 0001- oon � C _S 59059'50" W - `84.48' S 47 TIE LINE PER DEED ***_ t j�g�j� NOTE BULKHEAD AND SOUNDING SILL BULKHEAD ELEVATIONS RERFENCE MLW 0.0 DATUM TY PI A SILT MHW ALONG EXISTING LOW SHOWN THUS: tw 3.5 tw 6.0 SCREEN SECTION LAND N/F OF 60'\N InIW 0.0 GEOTEXTILE FABRIC THOMAS ONEILL mhw EL 2. SUPPORT POSTS WOOD OR METAL FLOW DIRECTION MLW SHORLINE EXCAVATED AND ADD BULHEAD/DOCK 12-01-24 BACKFILLED TRENCH REVISED FLOOR PLAN 05-02-24 REVISED 02-19-24 EXISTING GROUND REVISED 12-31-23 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL -I 4I�4I—III—III—III—III— III=I I— I—I4IEll I—I I I-11 I-11 I- LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS -III-III-I I�I I I-III-III-I I III-I I -I I I-I I I-I I El I I=III- AND OR DATA OBTAINED FROM OTHERS. 1=111�11=III=III=III=III= III-III- 11=III=III=I I I=I I I-111= NAV _I I—III—I 1=1 I—I I—I 1=1 I: I I_I —I I—I I—I I—I I_I 1= AREA: 3�',3 7 6.7 0 S Q.FT. o r 0.8 6 ACRES ELEVA 77ON DA TUM. _____D 8 8_____--------- UNAUTHORIZED 4. 2'MINIMUM UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECT70N 7209 OF THE NEW PORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARIAG THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 1iL PERSON FOR WHOM THE SURVEY!S PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777LI77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUC77JRES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E EREC770N OF FENCES, ADD177ONAL S7RUC7URES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SI BSUR/ACE S7RUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOTS 44-46 INCL. CERTIFIED To: 1420 SMITH DRIVE LLC; MAP OF: GOOSE NECK FILED:NOV. 22, 1948 No. 1663 FIDELITY NATIONAL TITLE INSURANCE COMPANY; SITUATED AT BAY VIEW TOWN OF:SOUTHOLD SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PLLC or Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 FILE #223-132 SCALE: 1"=20' DATE: SEPT. 10, 2023 PHONE (631)296-1568 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 SITE DATA: DISTRICT R40 - EXISTING: PROPOSED: ALLOWED: LOT SIZE (SF): 37,376.1 37,376.1 - WETLAND AREA (SF): (340) (1150) - BUILDABLE (SF): 37,036.1 36,226.1 - S LOT WIDTH (FEET): 150 150 150 U.P. �I T 1,245.58' PIPE NBoo hj�l��, LOT DEPTH (FEET): 220 220 175 2.0'E 3O bo S®ED j j Of°FPAV v �� j EMfNI' -C �S FRONT YARD (FEET): 87.7 46.7 50 � J2 z 02N R'lso.00, U.P. REAR YARD (FEET): 67.5 51.0 50 „ L=76.62 uY ! 0.1'S 0.4'W IPE 0 5. s 5.4's SIDE YARD (FEET): 24.6 22.4 15 b BOTH SIDE YARDS (FEET): 35.2 33.7 35 m p PANE TA K W GFA (SF): 4,229.3 5,024.1 4,816.95 -4� O GENERA OR � [� N LOT COVERAGE (%) 10.4 16.51 20 11.2 o BUILDING HEIGHT (FEET): 20.6 28.75 35.25 W NUMBER OF STORIES: 2 2 2 2 cc DETA HED GAR GE GFA CALCULATIONS (SQUARE FEET) - W U.P. EXISTING - osw 3 DRIVEWAY EXISTING FIRST FLOOR: 2,878.5 PROPOSED GFA: 5,024.1 EXISTING SECOND FLOOR: 785.E ALLOWED GFA: 4816.95 LOT 47 �813.1 EXISTING ATTACHED GARAGE: 565.2 OVERAGE: 207.15 (4.3%) 22'41 WALKWAY LOT 43 S FIRS FLOOR TOTAL EXISTING GFA: 4,229.3 A/C 0 EXTE SION FRONT ORCH FIRST LOOR PROPOSED - -� EXTE SION 1 EXISTING FIRST FLOOR: 2,878.5 EXISTING SECOND FLOOR: 785.6 2 STY FF AME I�\ DWE LING##i420 _ PROPOSED 1 ST FLOOR ADDITION: 736.2 2aFL.°CK l i II WASTER BEDROOM: 500.8 I =DROOM: ONT PORCH ENCLOSED: 59.8 pAT'° 175.6 PROPOSED 2ND FLOOR ADDITION: 340.3 t °ANUUAC F HANCf °ANUS(F100D�f Q V N ` °p 6 p�0°D N PORTION ATTACHED GARAGE REMAINING: 283.5 20 0 N N 1pNEA , N W V 20NE (eC6 UNDARY TOTAL PROPOSED NEW GFA: 5,024.1 s) 1 8spp 0SSHO ILEDMA O�LA Fla MODERAIEWAVEACrON TW5.3 02w 545 RY DIFFERENCE IN GFA - +794.8 S 57°10' 0"W . ' TW 4.1 NDA TIMBER AL TW 4.7 p TW 5.3 O- �CONC.BLOCKWA H LL WELjO SEE GFA COMPARISON GRAPHIC A-300 DGE OF MAINTAINED YARD 2 z OD BULKHEAD MLW 13 DETACHED GARAGE 990.0 TW 2. Tw 2.0 - 78.001 O Cr " 8 202 o wz.o TOWN OF SOUTHOLD SUMBISSION / NOT FOR CONSTRUCTION 47°DO 00 w AL S 95o„ W ER DEED 84.48' S CAS DRAWING LIST: ov A-100 SITE PLAN, SITE DATA, DRAWING LIST 60� EXISTING SITE SURVEY BY KENNETH M. WOYCHUK, DATED SEPT. 10, 2023 MLW SHORLINE D-100 DEMO / EXISTING PLANS A-101 PROPOSED FIRST FLOOR A-102 PROPOSED SECOND FLOOR A-200 SKY PLANE STUDY, NORTH & SOUTH ELEVATIONS EXISTING AND PROPOSED A-201 SKY PLANE STUDY, EAST & WEST ELEVATIONS EXISTING AND PROPOSED A-300 GFA COMPARISON GRAPHIC - EXISTING .VS. PROPOSED DEC/WETLAND REVISIONS SEP. 13, 2024 DEC REVISIONS AUG. 19, 2024 1 PROPOSED SITE PLAN SCALE: 1"=30' GFA REVISIONS MAY 22, 2024 ZB HEARING SUBMISSION APR. 29, 2024 REVISION - APR. 12, 2024 OPTION B SUBMISSION - FEB. 12, 2024 CURRENT SUBMISSION: SOUTHOLD PZ - JAN. 5, 2024 DATE: DEC. 21 , 2023 SALI CE BACON LANE ARCHITECT 1 420 SMITH DR . S . PROPOSED SITE PLAN ;' . ;. % ,�� , PROJECT NO: z31B-D1 378 KENT ROAD SOUTH 2120 CROWN LAND LN SOUTHOLD , NY S ITE DATA CORNWALL BRIDGE, CT �. rw .. ,�? DRAWN ev: MBL/JM K _. SCALE: AS INDICATED �'r��,�. 06754 ( 20 1 ) 697-5774 C UTC H O G U E , NY DRAWING LIST L y' r5`"Yt '� DWG No: A- 1 00 . 00 ARCHITECT CLIENT PROJECT DRAWING TITLE SEAL SHT 1 OF 8 REMOVE ROOT CELLAR �REMOVE� 38'-9" 1 r ENCLOSED PORCH I SHOWER REMOVE DECK II II II —I I F I I I 11 I BATH 11 CL 11 BEDROOM 1 Fr— II 11 11 OFFICE 11 1I II II I I� �I � I I I I SECOND FLOOR 11 BATH SIN EXISTING FIRST FLOOR ILI��I `� _ �J KITCHEN i I L �=r=_ _�— — — — — �— I GUT INTERIOR N 11(' � RAISE FLOOR AND ROOF II � jICOI BATH IICLII —tI— _ co 11 1 /-- - - - - - - - - - - - - - - - GUT INTERIOR- - - - - 1—�===_�-_-�-,��I L-L #1= J CL I 11 CLOSET SPACE - - - -11— - - - - - - - - - - I—�N - - - - - -� II= II - - - - - - - 0 I REMOVE SHED 1— '� 11 '� I II CL II — — — — — — — BEDROOM 2 11 11 BEDROOM 3 EXISTING ROOF LINE BATH I I I I RAISE ROOF TO INCREASE CEILING HEIGHT II II II II II REMOVE EXTERIOR WALL TO - - - - - - - - - - AN ACCOMMODATE -i EXTENSION REMOVE EXTERIOR GARAGE WALL TO ACCOMMODATE EXTENSION 2 DEMO EXIST. SECOND FLOOR PLAN 1„ 1., 21'-6" 38-02 27'-6" 31 -32 118'-4" KEEI .� DEMO EXIST. FIRST FLOOR PLAN €� OCT 8 SoAddbwil Board of Trustees DEC/WETLAND REVISIONS SEP. 13, 2024 DEC REVISIONS AUG. 19, 2024 GFA REVISIONS MAY 22, 2024 ZB HEARING SUBMISSION - APR. 29, 2024 REVISION - APR. 12, 2024 OPTION B SUBMISSION - FEB. 12, 2024 CURRENT SUBMISSION: SOUTHOLD PZ - JAN. 5, 2024 DATE: DEC. 2 1 , 2023 BACON LANE ARCHITECT SALI C E DEMO ° �R�'�r,� 1 4 2 0 SMITH D R S . �� ,�. ��, PROJECT No: 23 1 B-O 1 37B KENT ROAD SOUTH i ;` DRAWN SY: MBL/JM 2120 CROWN LAND LN S O UTH O LD , NY EXISTING PLANS 5 t CORNWALL BRIDGE, CT SCALE: AS INDICATED CUTCHOGUE 06754 (ZO 1 ) 697-5774 , NY ' • Q'L"1`�etyR+�� DWG NO: D- 100 . 00 ARCHITECT CLIENT PROJECT DRAWING TITLE SEAL SHT 3 OF S 191_2, +65'-6" PATIO 25'-8" JL IF 0 5'-0" r F_1 2 " G IM KITCHEN L_ __j 0 N o LIVING ROOM counter SAUNI BEDROOM MUD ROOM FIRST co UP FLOOR EL. 8.0TC bN N I UP I CL 4 III FRONT PORCH OFFICE 0 0 0 o MECH. E QATHROOM MECHANICAL C3 EL. O CL Cmj Up CL CL �k- GARAGE EL. 7.0 I i � PROPOSED FIRST FLOOR PLAN I I 9 I I D EEI �� I I OCT0 CT S ESouthold Torn Board of Trustees I —1 I i I i DEC/WETLAND REVISIONS SEP. 13, 2024 DEC REVISIONS AUG. 19, 2024 22'-0" GFA REVISIONS MAY 22, 2024 ZB HEARING SUBMISSION - APR. 29, 2024 REVISION - APR. 12, 2024 OPTION B SUBMISSION - FEB. 12, 2024 CURRENT SUBMISSION: SOUTHOLD PZ - JAN. 5, 2024 ACON LANE ARCHITECT SALI CEY� A� DATE: DEC. 2 1 , 2023 cy,T 1 420 SMITH D R . S . B. � PROJECT No: 23 1 B-0 1 378 KENT ROAD SOUTH PROPOSED FIRST �n� ��'� �' 2120 CROWN LAND LN S O UTH O LD , NY DRAWN Bv: MBL/JM CORNWALL BRIDGE, CT FLOOR PLAN � �`C UTC R O G U E NY SCALE: AS INDICATED 06754 ( 2O 1 ) 697-5774 , �� ,. DWG No: °F to d A- 1 01 . ARCHITECT CLIENT PROJECT DRAWING TITLE SEAL SHT 4 OF 8 DECK-5/4"DECKING PER OWNER SELECTION OPEN AREA B BEDROOM 1 EDROOM 2 3. CL CL MECH CL L! ON SECONDFLOOR EL.19.0 TT-11 BEDROOM 3 L I DIN ATTIC 37'-985- 1 L I PROP-OSED SECOND-FLOOR PLAN SCALE:1/8" I il' I i I 12 0 GARAGE 7.0 AVG.GD.6.9 ECEIVE 117E Dj 0 r'T SECTION THRU GARAGE Southo!d Town Board of Thistres GARAGE ROOF PLAN SCALE:1/8" SCALE: 1/8" I DEC/WETLAND REVISIONS SEP. 13, DEC REVISIONS AUG. 19, 2024 GFA REVISIONS MAY 22, 2024 ZB HEARING SUBMISSION - APR. 29, 2024 REVISION - APR. 12, 2024 OPTION B SUBMISSION - FEB. 1 2, 2024 CURRENT SUBMISSION: SOUTHOLD PZ - JAN. 5, 2024 ,ON LANE ARCHITECT DEC. 21 , 2023 BAr I SALICE ARC PROJECT No: 2318-01 378 KENT ROAD SOUTH 1420 SMITH DR . S . PROPOSED SECOND cORNWALL BRIDGE, 2120 CROWN LAND LN4 . DRAWN E3y: MBL/JM 3 E, CT SOLITHOLD, NY 06754 (201 ) 697-5774 CUTCHOGUE , NY FLOOR PLAN 1 SCALE: AS INDICATED DWG No: 021. __ _ _ARCHITECT OF CLIENT PROJECT A- 10 2 . 0 0__- DRAWING TITLE SHT 5 OF B LU LU z I z zi coo zi 00 C14 L 1 1 tL U 0- 1 0 0 4- _FF 2nd FL 19.0 _Ji -=II\=--II'j-r�III I —J_-_-----I-—�-y'-��_--___-r-��—L-�----I11��,II r--7,T�,-r�IJ,-I--J-��I'I''.I-,I-T[I-I1IIIIIi II—II''II T_——�_—---!1 fIIJ�;IIII --�IIl��LnIII�_I r'I 1-I�II---�1'-:�-=--'I,—--�;��I-�IJ---I—,I�IIl��r.i',,I----1---IriI-.II��I-----=II--�'-�—�--_---.---��I�—--o-I'jI I-_Y--a----_t---J__—-a-J—teQ—��_—.--__---{r�I-��lI-—.J"-J i- -.I—jf�-L'�-J-I�I IIIIII -�__,J--"-.MI�r N�-'_'�,�--1r II 'III�-`_J--I 1--r---=--�_----,�—-_- -IF-T _1 -p LLULLUH11-11 11 11-LI I I 1 1 ! L ITUTTI, IF FF 8.0 EXISTING AVERAGE GRADE 6.9 F_W*4 91 LET! GND-62/ PROPOSED SOUTH ELEVATION Uj Z JIIII'' Z LLJ C) ui 0 0 2nd FL 16.8 FIT 9 Li L L—L] EXISTING AVERAGE GRADE 6.9 -GF_-�6 101-7- EXISTING SCUTH ELEVATION I# LU z z LU Of a. 0 0 Of ---- -- EL 71 7F fit'2nd FL 19.0 A T -_ I lI - J 11 E 1c:14D 7 9 E Ji J FF-8.0 Z ilw 4 EXISTING AVERAGE GRADE 6.9 13'-1 3pi 22'-74 PROPOSED NORTH ELEVATION Uj ui KI 0 D ECEIVr I \ lf�_ z ------ LLI 021 a_ CD 0 EL Southold Town 0 2nd FL 16.8 ,--�'- Board of bilees -------------- Y 9 F_ < [LjL---LJ FF-8.0 DEC/WETLAND REVISIONS SEP. 13, 20241 EXISTING AVERAGE GRADE 6.9 DEC REVISIONS AUG. 19, 2024 12'-3" 24'-7" GFA REVISIONS MAY 22, 2024 EXISTING NORTH ELEVATION Z8 HEARING SUBMISSION - APR. 29, 2024 REVISION - APR. 12, 2024 1 OPTION 8 SUBMISSION - FEB. 12, 2024 CURRENT SUBMISSION: SOUTHOLD PZ JAN. 5, 2024 DATE: DEC. 21 , 2023 Y ARC BACON LANE ARCHITECT SALICE SKY PLANE STUD PROJECTINo: 2318-01 1 420 SMITH DR . S . 378 KENT ROAD SOUTH NORTH SOUTH DRAWN BY: MBL/JM L ]IT 7j- IL 0�=TiB 2 0 2 All /y, CORNWALL BRIDGE, CT 2120 CROWN LAND LN SOLITHOLD , NY '41 ELEVATIONS EXISTING 4,11. SCALE: 3/32 1 11 'Y 06754 (201 ) 697-5774 CLITCHOGLIE , NY FDWG IIIII 02 AND PROPOSED 1 A 200 . 00 ARCHITECT CLIENT PROJECT SEAL SHT 6 OF ------ 0RAWINc3_TITLE a I II LLI tiF ui z �l I 1A 1 z T ED it ld�l CN it EL T1 0 7rn IL IIII III T 2ndFL19.0-- co it 9 FF-8.0 7"qz� #t*# 41 GF 7.0 4-4-14441 W�**l 11111040 �l i-1 EXISTING AVERAGE GRADE 6.9 DETACHED GARAGE 46'-7" 77'-11" PROPOSED EAST ELEVATION 2 Lu Ii z zi 61.1 Lu 17L o 04 lu 0 2nd FL 16.8 a. FF-8.0 EXISTING AVERAGE GRADE 6.9 8 -10" T EXISTING EAST ELEVATION 74'-8" Lu ui Z clj Lu I m EL 0 0 W- - -I - I— -� L 2nd FL 19.0 CO CI- O It i LL y -IL-1 IL IL J; 8.0 ill 1-111-4-1 EXISTING AVERAGE GRADE 6.9 1 F— I 4 DETACHED GARAGE 46'-7" Wa PROPOSED WEST ELEVATION 77A 2 W Lu z CN W 0 0- 1\ of 0 2nd FL 16.8 ,1 a- of CD CD FF-8.0 EXISTING AVERAGE GRADE 6.9 87'-82'" EXISTING WEST ELEVATION 77'-1 2 DEC/WETLAND REVISIONS SEP. 13, 2024 rz D, DEC REVISIONS AUG. 1 9 20 GFA REVISIONS MAY 22, 2024 OC7 ZB HEARING SUBMISSION - APR. 29, 2024 REVISION - APR. 12, 20241 Southold Town Board of Trustees OPT113N B SUBMISSION - FEB. 12, 20241 CURRENT SUBMISSION: SOUTHOLD PZ - JAN. 5, 2024 DATE: _ DEC. 21 2023 AR SKY PLANE STUDY PROJECT No: 2318-01 BACON LANE ARCHITECT SALICE 1 420 SMITH DR . S . 37B KENT ROAD SOUTH DRAWN BY: MBL/JM EAST WEST tTT] i 1 1 i R, 2120 GROWN LAND LN SOUTHOLD , NY CORNWALL BRIDGE, CT N, ,il''. CUTCHOGUE , NY ELEVATIONS EXISTIN DWG No: 06754 ( 201 ) 697-5774 1� AND PROPOSED OF A 201 . 00 LARCHITECT 1 CLIENT PROJECT DRAWINr. TITLE SEAL SHT 7 OF 8 1 - --------------------------- --- - REMOVE EXISTING GARAGE EXISTING ATTACHED GARAGE-565.2 SF — i n j EXISTING OPEN PORCH TO BE ENCLOSED - - -- -- - -- - C- EXISTING CEILING/ATTIC SPACE -- - -- -- - - - - _ - REMOVE EXISTING SHED 21.33' EXISTING FIRST FLOOR - 2,878.5 SF -�� EXISTING SECOND FLOOR- 785.6 SF ENCLOSE EXISTING 3-SEASON PORCH ------------ REMOVE EXISTING ROOT CELLAR - - REMOVE EXISTING SHOWER ENCLOSURE -- �--�, -�-_ - - - _ _ - _____ ---- - REMOVE EXISTING DECK EXISTING FIRST FLOOR - ELEVATION 8.0 EXISTING SECOND FLOOR - ELEVATION 16.8 GFA CALCULATIO (SQUARE FEETj- PROPOSED GFA: 5,024.1 EXISTING-I __- --_- --NS - ALLOWED GFA: 4,877.75 EXISTING FIRST FLOOR: 2,878.5 OVERAGE: 146.35 (3%) I EXISTING SECOND FLOOR: 785.6 EXISTING ATTACHED GARAGE: 565.2 � I i TOTAL EXISTING GFA: 4,229.3 PROPOSED- EXISTING FIRST FLOOR: 2,878.5 I V i NEW DETACHED GARAGE EXISTING SECOND FLOOR: 785.6 i PROPOSED 1 ST FLOOR ADDITION: 736.2 MASTER BEDROOM: 500.8 FRONT PORCH ENCLOSED: 59.8 � MUDROOM: 175.6 I- I PROPOSED 2N,) FLOOR ADDITION: 340.3 i REMAINING ATTACHED GARAGE: 283.5 i (CONVERTED MECH/MUDROOM) TOTAL PROPOSED NEW GFA: 5424_1 31.3' i * 1 DIFFERENCE IN_GFA- +794.8 - - -- - — - NEW FIRST FLOOR ADDITION - "�" ADDITIONAL 500.8 SF PORTION OF ATTACHED GARAGE 38.5' REMAINING-283.5 SF j ADD 500.8SF NEW FIRST FLOOR ADDITION (FRONT PORCH ENCLOSED)- j 10 5' NEW MECHANICAL ROOM ADD 340.3 SF j I ADDITIONAL 59.8 SF \ � AND MUDROOM I j i NEW FRONT PORCH (OPEN) ADD 59.8SF N ( L___ SECOND FLOOR ADDITION- RAISE ROOF TO EXTEND - - SECOND FLOOR LIVING SPACE j ADDITIONAL 340.3 SF ADD 175.6 SF it DECK AT SECOND FLOOR - ----- PROPOSED SECOND FLOOR - ELEVATION 19.0 -- �] E C E DEC/WETLAND REVISIONS SEP. 13, 2024 --_- DEC REVISIONS AUG. 19 2024 OCT 8 c `- NEW FIRST FLOOR ADDITION (EXISTING PORCH ENCLOSED) GFA REVISIONS MAY 22, 2024 Southold Town ZB HEARING SUBMISSION - APR. 29, 2024 Board of Trustees - - -- - -----REVISION - --- APR. 1 2, 2024 PROPOSED FIRST FLOOR - ELEVATION 8.0 OPTION B SUBMISSION - FEB. 12, 2024 F- - CURRENT SUBMISSION: SOUTHOLD PZ - JAN. 5, 2024 DATE: DEC. 2 1 , 2023 BACON LANE ARCHITECT . ARC,yi7 �—-- - --- -- --—--- SALICE 1420 SMITH DR . S . 3 78 KENT ROAD SOUTH FA COMPARISON �PF2DJECT No__ 23 1 8 0 1 2120 CROWN LAND LN S O UTH O LD NY G RAP H I C DRAWN ev: MBL/JM - -- -- CORNWALL BRIDGE, CT � � ; SCALE: 06754 ( 20 1 ) 697-5774 C LITC H O G LI E , NY EXISTING . V S . ,;.h ,�,"� DWC3 No: ---- --- ---- PRO PO S ED ' ' �� OF A-300 . 00 ARCHITECT CLIENT PROJECT DRAWING TITLE SEAL SHT 8 OF 8 TEMPORARY ER6SION PROTECTION -1 \` v I� I N LOCATION PLAN EXISTING WOOD WALL \� ---BARRIER INSTALLED THE FULL WIDTH II !I OF THE PROPERTY 3 TO BE REMOVED I o -EXISTING CONCRETE BLOCK � U) Al i 70 -1 a . TO BE REMOVED __ _-- f�► C v'_ \ G N 4z ' ----- - _ \ _ - I u------_--- _ P, -PROVtDE-4- AOCE_SSPATH !) o_ � 0SfjT PIPE THRU AMERICAN BEACH R S -C R Trl __ --- z - n pp �� \�� \�� , II �0 2°o'E 30�0"F EDGEOFP SQUr� SOUTHOLD SHELTE ---- _ m"� — ^ -- _— �_______--J------_—�� 1 _= "�� C�1 6: � �`�60_ APEMEyr 1 �K`L BAY ISLAND - — — �� _, '' ,, m C7 -D Z R_1 SO.00' = U.P. ' 1420 SMITH DRIVE 76.62� W.M 4 SOUTHOLD, NY — I MLW ' PIE————————— Q———J— '1 ��_ — ----------------------- w to JIM -3 - NOTE: a _____-- - EXISTING DRIVEWAY —— -------------------------- MH1/V BULKHEAD --- ti °, �----- - - -`- ---- --' CONFIGURATION IS b Im ! yv�O -► �}- -�''' __-'' I IMPERMEABLE SURFACE HOGS CA ' - - TO BE REPLACED. W NECK — __--EXtS TING BULKHEAD RAISED �'-O ELEVATION 6:0' 65.64°, _ z.,'.:.. LITTLE 00 TO MATCH ADJACE�AIT EASTERN-NEIGHBORSHED o PEcoNlc O — -- 'I j , r"- �= ° --EXIS NG WW__ET-L-ANE)S BOUNDRY _NEW40-0' NON TU1�F BUFFER - 1705 SF BAY i �_ - `_PL.ANTEb WITH SALT TOLERANT - AMERICAN BEACH GRASS EXIST IVG/PERMITTED_LO�/_SaL-L-$UtIfHEAD - ° -_ — ---- --- --------- ---" ALL P W006 BULKHEAD EXTENSIONS TO B RE EMOVED z I PROJECT DESCRIPTION S1 L BULKHEAD-TO-BE TO ORIGINAL APPROVED CONDITION. ILPRGASD U.P. g o.s'w REMOVE ALL EXISTING NON-CONFORMING PLYWOOD BULKHEAD NSW EXPANDED WETLANDS - -- NEW BU KHEAD POSITIONED BEHIND EXISTING WETLANDS BOUNDRY NANNEL GUY WIRE EXTENSIONS ACROSS ENTIRE WIDTH OF PROPERTY. REMOVE ALL 1150 SF NON-DISTURBAN E ' G�D G ;::::2,.5'::: ELEc. ADDITIONAL HEIGHT EXTENSIONS FROM PERMITTED WESTERN LOW SILL ° NEW 4'X 6' CATWALK WITH FLOW-THRU DECKING DRED METER BULKHEAD AND RETURN TO THE ORIGINAL HEIGHT OF APPROX 2.1' `3 GARAGE: EXTEND IN HEIGHT PERMITTED EASTERN BULKHEAD AND RETURN FROM 3.5- ---- ---- ° TO 6.0. MAXIMUM DOCK POSITION TO BE 10.6 25% OF WATERWAY WIDTH ,COVE ° w...S ::: CREATE NEW WETLANDS BOUNDARY BULKHEAD AT 64'-0" FROM EXISTING POIRC EXISTING BOAT RAMP, AND 24.6' ::31,3' :0 3,::.;:;;::: 5G' 1511,011 HOUSE AS SHOWN ON PLANS. BULKHEAD HEIGHT TO BE THE SAME AS ' EASTERN BULKHEAD AT 6.0' ADJACENT RETURN NEW 3'X12' AL MINUM 2srrFRAME 1 V'-0'r FF�s.o:::::::::::: BULKHEAD RETURN AT WESTERN END. TO BE REMOVED RAMP __ w� �� ::::::::..........:.:.:.:.:.:.:.:.:.:.:.:.::::.:.:.:... ... w: AREA BEHIND 6.0' HIGH BULKHEAD TO BE FILLED IN WITH 'CLEAN FILL ONLY. r NEW LOW SILL BULKHEAD IN-FILL TO NEW 6'X20' FLO TER WITH __-' .'- _ 270 �jp1 MATCH ADJACENT _ ,--'�'�� E"P0 "� �pOT CREATE NEW WETLANDS PLANT AREA OF EXISITNG AND EXPANDED AREA 2 - 8 PILINGS _ :'31.5'1'''''' CEL AR _ _ _ NEW BULKHEAD RETURN --- ----------------"-- --' ,_--'� 1.6E EL6.2 EL 1 TOTALING 1150 SF OF TOTAL WETLANDS AREA WITH APPROX. ____ 1150 SPARTINA PLANTS. C3? _ ________________"" s- - - N r.� CREATE NEW 4'X16' CATWALK, SUPPORTED BY 4X4 POSTS AND INCLUDE ± _ -----"_F SH�S�AND _ _� �� O o FLOW THRU DECKING AND FALL PROTECTION HANDRAILS, TO A 3'X12' _ N � EDGED MAR N _ 0, ��' ALUMINUM RAMP, CONNECTING TO A 6'X20' FLOATER HELD IN PLACE BY -s��3 � 2 - 8" PILINGS. FLOATER TO BE NO GREATER THAN 25% OF THE MLW TO �E ASS�� 1 - FLAG POL J� A CO">S�0`VYN�1fiLEDMAP _� c� MLW WIDTH OF THE DREDGED CHANNEL. S 57 N _- TW 4.1 TtM6ER nv 6.0 _ 'Twa7 `'o --3 - TW5.3 r�•3.7 60 WpppgULKHF� CREATE NEW NON-TURF BUFFER 10'-0" DEPTH THE ENTIRE LENGTH OF THE BLOCK WA L 1 HIGH BULKHEAD TOTALING - 1705 SF- PLANTED WITH SALT TOLERANT 0_ _ EXISTING WETLANDS ` 3.7 KNEAD S _ _ - - AMERICAN BEACH GRASS L o AN ASS IZE IVIARsi--1 SLAI�E!r^ ..d eau= pv3,y — ,� --- ___--3 1 _ 78 PLANS DATED- October 024 o : •. , „ _ - -� ,00„ NOTES / J�'S0" TIE LJpF-PL'R EEO 84.48' S 47 Alv O 1. MEAN LOW WATER- MLW IS DEFINED TO BE 0,0 AS INDICATED ON SITE SURVEY DRAWINGS BY KENNETH WOCHUK LAND / IOSN SURVEYORS, P.C. ,� _... , .,� ..,� ...., w_ < ...... _..,>. r „_ p®<. �.� .. ,.. . _, ':✓. ... M ...., ,<. .,..... EXISTING WETLANDS so`N 1 PROPOSED BULKHEAD + DOCK CONSTRUCTION PLAN BOSTINGPNDMHwAT2.8' EXISTING PERMITTED 2. GROSS BUILDABLE AREA 37,376.1 SFAS INDICATED ON SITE L-777-7711MLW SHORLINE SURVEY DRAWINGS BY KENNETH WOCHUK LAND SURVEYORS, Al Scale: 1 =10-0 0' 10, 20' LOW-SILL BULKHEAD-TW 2.1 P C 4 Property Calculations Al 3 Existin Si EC E Ill a NEW WETLANDS TOTALING 1150 SF TO HAVE APPROX Al Scale: V=30'- " - I� 1150 NEW SPARTINA PLANTS PLACED 12"X12" OC 0 15 30 60 37,376.1 SF Gross Buildable Area 16 -0 WETLANDS 10 -0 -360 SF Original Wetlands 0CT 8 2C2� ON'.-DISTRUBANCE ZONE NON-TURF Z E NEW CLEAN FILL BEHIND NEW BULKHEAD -790 SF Expanded Wetlands TO LEVEL REAR YARD 36,226.1 SF Net Buildable Area Sol Town NEW 10'-0" NON-TURF BUFFER 8oaramT��es (— LINE OF EXISTING PLANTED WITH SALT TOLERANT- AMERICAN BEACH GRASS Continuous Handrail 4,888.2 SF Structures Z EXISTING/PERMITTED WETLANDS " " 1095 SF Impermeable Surfaces a ll BULKHEAD TEMPORARY EROSION PROTECTION BARRIER 4 X4 Post +5983.2 SF Gross Coverage 0 INSTALLED THE FULL WITH OF THE PROPERTY 41-0„ Flow-Thru Decking z_ TOP OF 5983.2 SF Gross Coverage NEW UPPER BULKHEAD rik 6.0' � _ = / 36,226.1 SF Divided By Net Build Area o - _ 16.51% Lot Coverage w -I'I' l il=- III II M N Y Y2.8 ii - M -------- ---- -- --- 2.1 l I 1I II11 1 111Ii I�1_ I I I - -- i — 1420 Smith Drive, LLC - Applicant PERMITTED w LXN; - - PPED BULKHEAD0.0 MLW - �MNLr> RENOVATIONS Q o _ �--- ! i- - III— I�I�II III -- _I -! —III=1 I I= — ISMQ III -- = -III= ''' I- _ �i i-- — --I — -�- - —I — - i--- —! I— — — — •-- II:_I i= -_ _ .-- II=-i!�_-_ '__ I.- 'II='- l, _.: -- ' I' -I'-' I--- :I_..' — --III— -- 1= I= -- — --' -- — -- -- :—, '-- -- —i I ' --- ---- 'I--- - II I - - , --- != --- - 'I=1 --I '-- '--!I:-I! =1 I I=1 I I-1!'.-III-!I I - -I -1 -- --� -- -' - - Pre r — -- --- I -- I —: - -- - _-Al pa e y. Ken Qui le � - I _ ._I -,I - I -1 I I--1 I I-.!I!-=1 I!= := g Y ICI—�1� �I I� -- i — _ _. - _ I_ �=1 I I-I I I__I I I--III---!!,-I I. I I.---III_-I�I__.I I- �I�--III-,- -'I L--- I,__ ---_' -' !-- -:. --:I - :�- I�-- ' __, I,- I __I:�I , III, ICI .II �II, II III II -'I - - - : I ___ --_ — —_ —_ — _ :=1 I =_III-_.i;!--:: �L=__ , 1'�--i '-- �,_�I:- __' -�' --I, __ I_—i - _--� 1= = I=--- '!-- - -' -I -- -I - I -- ' -- - � -�� -- !- - I I I I I�, �� !I �I. ! - III--�:I ! _' �� _I __I _ I ___ _ , _I _ _I I_I!!.__I I I_,I I_I I-I,I-_I I I_I�I :.I__I I -_I I I___I I :_ . ! __ l _ :-- � -_� - .� __I: __ -III -:!. _.,, __I �__,I!__, - - I, ! . III _ I _ ,_ - --, - -- - - - - - - - - -- -- -- --_ ! I - ! - I —! '-- 'I- I I I I I I -- '- - - .II .11 - --' - -- - -- :- - - -I! I I _ —I - --I �I= l- I - I -'ill i — i-I1—! IIiI —,-i--_=Ill- Date nstruction Sco e PI a n S - October 1 , 2024 Drawing: U) 2 \ VESTERN -Low Sill + Bulkhead Section - , _ , 4 Walkwa Scale: As Noted Al Scale: V= 4'-0" Al .__ � � � Scale: 1"=2'-0" 1- Al Q 0 2 4 8 0 2 4 U) N LOCATION PLAN New Driveway - 8" compacted base topped with Crushed Seashells U.P.�f Its11//� U.P. ; .� - ,�li HDRIVP►PE N 8 10 0" +/ `_ 4 PIPE 2.6E 00�, .� S o.6'S �. 0 I SHELTE 2.0'E EDG O T J� 2.0'E �0'' ; fD J �. y' c� : SOUTHOLD E OFPAVEM - GF BAY ISLAND S J2' ,S 1420 SMITH DRIVE --T --- —._ SOUTHOLD, NY .R - U.P. •. - �`SO•40' =76.62' _ _� � - — ------ _---=----� 0.2'N R rSO 00 O W.M. .4, IPE o �o _ 1` ---------------_L=76_62 I � � i I i 0.1'S O o O I II o i 5.6%S HOGS 1� 5.4'S � � �m NECK CD i x NOTE: ti �0 3 Driveway�, NOTE: ` I �I o o-• LITTLE EXISTING DRIVEWAY Al Scale. 1 -4-0 NEW DRIVEWAY I I - III PECONIc CONFIGURATION IS Im 0 4 8 CONFIGURATION TO BE I i I lip 8AY IMPERMEABLE SURFACE �, PERMEABLE SURFACE I PRIOPANE I: TO BE REPLACED. �,, "CRUSHED SEASHELLS" �, -- o PROJECT DESCRIPTION 65.6 12.1':•' GENERA TOR rn REMOVE ALL EXISTING NON-CONFORMING PLYWOOD BULKHEAD SHED Iv tv co O i i J �` --- ,� ,� •2�f1 p EXTENSIONS ACROSS ENTIRE WIDTH OF PROPERTY. REMOVE ALL ADDITIONAL HEIGHT EXTENSIONS FROM PERMITTED WESTERN LOW SILL BULKHEAD AND RETURN TO THE ORIGINAL HEIGHT OF APPROX 2.1' - -- I 1i EXTEND IN HEIGHT PERMITTED EASTERN BULKHEAD AND RETURN FROM 3.5' Lu TO 6.0'. I DGAR� GE I z I \\ ,� CREATE NEW WETLANDS BOUNDARY BULKHEAD AT 64'-0" FROM EXISTING w INGROUND U•P, z -- I, - ` - I HOUSE AS SHOWN ON PLANS. BULKHEAD LP GAS w U HEAD HEIGHT TO BE THE SAME AS Q Q I j I I U.P I EASTERN BULKHEAD AT 6.0' o 0.8'W o \ '; I ,I II 1,l0 g•W 18'-0" BULKHEAD RETURN AT WESTERN END. o I AREA BEHIND 6.0' HIGH BULKHEAD TO BE FILLED IN WITH CLEAN FILL ONLY. o GUY WIRE \ \ _-.I DRIVEWAY CREATE NEW WETLANDS PLANT AREA OF EXISITNG AND EXPANDED AREA 21.5 ELEC. TOTALING 1150 SF OF TOTAL WETLANDS AREA WITH APPROX. METER 1150 SPARTINA PLANTS. P'•':GARAGE -� = y 1 3'1 GF7.0::::�' LOT 43 ; LOT 43 CREATE NEW 4'X1 6' CATWALK, SUPPORTED BY 4X4 POSTS AND INCLUDE .L� __�--- 1 WALKWAY — -- -- I II FLOW THRU DECKING AND FALL PROTECTION HANDRAILS TO A 3'X12' - ` FIR FLOOR ` ; __ __ ---'i _I_ _t Ii ALUMINUM RAMP, CONNECTING TO A 6'X20' FLOATER HELD IN PLACE BY 21'310.6 __� __ --- �. 2 - 8" PILINGS. FLOATER TO BE NO GREATER THAN 25% OF THE MLW TO /COVERERC W: :SHED: AIC ��i EXTE�g10N I�t O�c.Po ( , I��_- T H ; I LOOR� MLW WIDTH OF THE DREDGED CHANNEL. C T . . . . 5.0' R � I . t S O . . IR Ili 24.6' : 31.3'' 3' . 1.5'W 1 1 FRONT (' _ -'I F 38 _1-- - , EXTENSION 0.5'W „ CREATE NEW NON-TURF BUFFER 10- DE 0 DEPTH THE ENTIRE LENGTH OF THE i _ 1 ::: 2 STY FRAME : :': :=: : : : : : _ _ 1 _ - I __ _ 6.0 HIGH BULKHEAD TOTALING - 1705 SF- PLANTED WITHI SALT TOLERANT . 1 WELLING 142 _ �` I __ t 1 I ._- AMERI CAN BEAC H GRASS_ SS I.I '10.0 j '� 2 STY FRAME _ it 0 I DWELLING#1420 1 I ALL AS PER PLANS DATED October 1 2024 12.1 DEC 1 rn ENCLOSED T \ ; \ FFL 8.0 EPORCH R00 c� \ FL DECK o ` NOTES 3151• J CELLAR O 1 1,6'E co C. I oo 1• MEAN LOW WATER- MLW IS DEFINED TO BE 0,0 AS INDICATED ON L 6.2 EL 6.1 °r° IISITE SURVEY DRAWINGS BY KENNETH WOCHUK LAND O ! �I pAT10 SURVEYORS, P.C. _ I r " 2• GROSS BUILDABLE AREA 37,376.1 SF AS INDICATED ON SITE 65 SURVEY DRAWINGS BY KENNETH WOCHUK LAND SURVEYORS, ry ( s - -- - _ I N tv V --- P.C. Cn �' � Al _ � , �---� - � -- d� Property Calculations --_ O = I See Sheet Al for Additional and Expanded O Ln \ N _ 37,376.1 SF Gross Buildable Area ___ - ._ Information ____-- _____ _ _ , -360 SF Original Wetlands _- _ ----L--_ �� =. •1 _ __ -- —_ _ --- `� -790 SF Expanded Wetlands -- - --- - --_ - �' 36226.1 SF___- I,,,,��• __--- ��-\= : <\ _- �._�=�- -- - -_--_� - -= - -a-,.�-'� -.>__ �:��-' Net Buildable Area ` 4,888.2 SF Structures Z ---- _-- _ _ = - -- :.-- eSurfaces , . � +1095 SF Impermeable a 5983.2 SF Gross Coverage r�-- --- ,- r ,_. z ----- - - �� ti --� _-- =�- ----- - --------------- _: ----- - -�-_ - ------------- --- _ ___----------_---- _ p 6 _ _ _ - _ _ _ _ 5983.2 SF Gross Coverage -�-- 36,226.1 SF Divided By Net Build Area o 16.51% Lot Coverage w N E EIItF 1420 Smith Drive, LLC - Applicant PROPOSED BULKHEAD OCT � �o��. _ ------ --- ;;;,' ------------------- RENOVATIONS Southold Town - _ ,-- - O- BoaroofTrustees 4 LU 1420 Smith Drive Southold NY 11971 J SCTM - 1000-076-003-010.1 w .. . .. __. h. .. _.. w _ . ..., . _ ..,. ... .. . . . . �^ .. . a.._ ._ , . _N..A .. . . Prepared by: Ken Quigley / / :l✓ ..Awn;i Q ri Proposed BulkheadPlan with Existina Buildina I r2 "'� Proposed Bulkhead Plan with Building Alterations Z A2 Scope Plans - Setbacks o ' Scale: 1"=20'-0" A2 Scale: 1"=20'-O" 0' 20' 40' 0' 20' 40' _ Date - October 1 , 2024 Drawing: Cn Scale: As Noted A2 co S.C.T.M. NO. DISTRICT: 1000 SECTION: 76 BLOCK: 3 LOT(S): 10.1 D E C E I V E 0 CT 8 72202 4 Southold Tom Board of Tftmtm 1,245.58' U.P.P1PF 0.61S 1,18po 'DRIV 2.0'E & C'V,-% OF k:)U 1Q, 02N 1S0.001 V.P. Wo L=76.62' 'UY 0 WE O 5.6S 5.4'S U 4P 65.6' SHED NJ LIu U.P.o GEN. LOT 47 CONC.DRIVEWAY '.::GARAGE:'-- LOT 43 "N.POK 24.6' 2 STY FRAX i ........... .. 27 12 k Eq 90 EL 6.2p.A�pEL6.1 PA. IO 9 41V(,,;% ov �"Zrlyft ODD cr J700Dz' 40Ve b� b) O/V AG POLE ti40F 13, ASSHgy�<LED'�-!!' -10-10-W WAUE�c?-/O" TW 53 $57 0.2W TW 4.1 TIMBER Wn!?4Ry TW 4.7 TW 5.3 fn 7-- CONC.BLOCK WALL ------- CDGEr�MINTAZDYARDILAVM FL 1.0 m?I. 0- \NC), 5WULKHE ----------- TIN - TW 2.0 -2-------- TW 2.0 78.001 S-59""59'50" W 4'700000" 84.48'-T1&LW75CR E& z CANAL GEC D DC ............... MLW SHORLIt I I' .............. FEMA MAP#36103CO166H THE WATER SUPPLY, WELLS, DR YWEL L S AND CESSPOOL REVISED 09-25-23 LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AREA:37,376.70 SQ-FT. or 0.86 ACRES AND OR DATA OBTAINED FROM OTHERS. J" ELEVA 770N DATUM.- _NAVD88 UNAUTHORIZED AL TERA 770AI OR ADD177ON TO THIS SURVEY IS A VOLA 77ON OF SEC77ON 7209 OF 77-IE NEW YORK STA 7E- EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED 0 BE A VALID TRUE COPY. WHOM IN 7 Ll LISTED To THE PERSON FOR 0 E SURVEY IS PREPARED AND ON HIS BEHALF TO TH,- 777LE COMPANY, Go GUARANTEES INDICATED HEREON SHALL RUN IS TED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS 77 7U 770N, GUARANTEES ARE NOT 7RA NSFERA BL E.GOVERNMENTAL AGENCY AND LENDING INS777U77ON THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM NOT INTENDED TO MONUMENT 7HE PROPERTY ONES THE PROPERTY LINES TO 77-IE STRucjURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE AND/OR SUBSURFACE SMUMRES RECORDED ES OR TO GUIDE THE EREC77ON OF FENCES, ADD17701VAL S7RUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS OR UNRECORDED ARE NOT GUARANTEED.1.,UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEYOF- LOTS 44-46 INCL. VE 0�- I 11�1 CERTIFIED TO: 1420 SMITH DRIVE LLC: MAP OF: GOOSE NECK til- ' -- A, 0- 0 1k �p FIDELITY NATIONAL TITLE INSURANCE COMPANY;Q')(' I FILED:NOV. 22, 1948 No. 1663 Y'l tij SITUATED AT:BAY VIEW TOWN OR SOUTHOLD X SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PTJC 6�F 050882 Professional Land Surveying and Design —132 SCALE: DATE: SEPT. 10, 2023 PHONE (631)298-1588 FILE #223 P.O. Box 153 Aquebogue, New York 11 N.Y.S. LISC. NO. 0508 FAX (631) 298-1588931 S.C.T.M.# DISTRICT 1000 SECTION 76 BLOCK 2 LOT 10. 1 / \\� /5 \ DWELLINGS W/PUBLIC WATER (� r E150'+• 1,245.58' "+ PIPE O M l+l M M Is w L=76. 2 u/ W' IF v': i •/ EXISTING •`' C F CONC.DRIVEWAY 3 1= ��.yy �O >')- RIBBONS i IR TO BE IN FAVOR OF ED FAIN STONE DRIVEWAY EX EX '�. 'i• � 1: i v u I 1 G. I n i I EL 6.5 L.P.GAS I w Ex •' TANK EX A� ,'•:Y ;i EXISTING SHED '• 0 O 3 TO BE REMOVED 2,� LG 1'' 1 1 1� '•l GEN. LG O I IY•�1. SHED.I ;• 11.2' Iv DWELLINGS L \ I;?.;'�,iii7iii��ii I tc7 INGROUND W/PUBLIC WATER g3 LG 1 " ' \ roeeaBaNlDONED 647x4'DEEP! ;ii!/,:i�:%% LP GAS SANITARY DESIGN BY: \ • ••;' /,��,��,,�7, I TO BE REMOVED -�•150' AND BACKFILLED�( (•;,, RICHARD M.MATO A.I.A. LG �IN/CLEANCOARSESAND O Y s. %�PR OSE i� I I/ DWELLINGS D.W. •/� 'i•'. ,,� , � , \\LG\\^ �� :' K; ,•, A!'iPROApAGE %, PUBLIC WATER PO BOX 2284 /,, 150'- AQUEBOGUE NY 11931 2,� ,g__(�f. ,,�, U.P. I LG ;`; „7%, ,,�� PHONE:(631)523-5879 J LG ''••'• ''• '�• ' ;, ,, ,•';,��;�� EMAIL:RMATOARCHITECT@GMAIL.COM s GUY WIRE IIN ELECTRIC AND AIR SUPPLYHOSE TO OWES W E 0 FLUcLEA.• �•t{'. •`'•Q t•.'. ''•� ,'". •!.� ,••�,j', xr7 jj~? �/T� Mom. F LOT 43 Y SCH 40 PVC VENT PIPE S CENT ••:4.,..':"•.y.:••�'T"'-�•',+:'•�••-. I CONTROL PANEL AND AIR PUMP 1 ;' �' 'COVERED H' ^ AC UNITS ; 13.1' I PORTION OF EXISTING GARAGE TO BE REMOVED ELECTRIC SERVICE TO CONTROL PANE 11 C O Z EL(7.6) ', .. RFF VED. •r ' 4�� 1 / GARAGE FLR ELEV 70 ti 20 PORTION OF EXISTING GARAGE TO BE CONVERTED TO LIVING SPACE 7 �) \ AC UNITS®/i %,�iTION�i��io 8'z5'DEEP 5. :;:27.3'7::::a 1:::✓;,iiiii��j i 10 6 -EXISTING SHED TO BE REMOVED LOT 47 1 �\ i ��I" P.0' PROWSEDI"`.....•.•.,.:.yyyy;.y:X i T X7 �� FR xrvoRCH =DD•"!v::::':`:`:'•il:':;;;;;;i;'i:/�� E RICHARD M.MATO A.I.A.NYS LISC#041861 24 ii.E1T19sloN. 1.51N 2 STY FRAME : :::::::::::: :: :::::::::::.� ?,"EEP EXISTING WOOD DECK ELEV.6.2 D•W� AND ROOT CELLAR TO BE REMOVED�O.O. OL SANDY LOAM101.2' Rx a' 'rOSED PO�CN� BROWN :• ■'O. 2ND Fi.DEtr f !p SM .,g15'>:::;:•:•: - NNNZR'• LOAMY SAND 1.6'E 6 %�,%�,,i��l/1•rc � "KRNN 1.0 PROPOSED EDfSPDWELLINGWITHINDEROOMS NO GARBAGE DISPOSAL/GRINDER EL „ ,/!,, 1/Nj,/% OP.PATIO PALE PROPOSED SEPTIC SYSTEM FOR 4 BEDROOMS. ��% jpQSED INDOOR,Y ii PR j BROWN (1)FUJICLEAN CEN-7 700 GRID(OWTS) om,,, Onl ENaOSURE �,, 65 5' 1/ MEDIUM SAND (6)LEACHING GALLEYS 2'DEEP tV i�ii 315'i/j7' EX5i1NG to 9' ID/yEA.D F- SP 6 SANITARY NOTES DRAINAGE CALCULATIONS: N 31.3' / �osERo � F An7DV'It ACf N GRAVEL 6A' 1.GUTTERS To BE PLUMBED ro oIJSI7E ORrwEus 20NE X O. CHANCE �`-„-.•-""' LOAD 7 6 = ��D �D WATER IN WATER EL 0.2 2 AN XE m"DT�P SHALL HOLD I N ENANCIE CONTR FROM THE EN THE COUNTY DEPARTMENT OF HEALTH. IN FAVOR -_- O MEDIUM HIGHEST EXP.T.0 2.AN EXECUTED OPERATION AND MAMTENPNCE CONTRACT BETWEEN THE MAJNTENENANCE PROVIDER PIm THE fV Iv_ '•_, ANUU L LO JL_--- ENC _ �.• 0(/ �10 Sw SHALL BE PROVIDED TO THE SCDHS -••-•• S - -- --6- ' j0 ANY-.+•' - �. C� S&D 3.PROVIDE A 2 VENT PIPE FROM THE OVITS TO THE DWELLING AND CONNECT TO THE SANITARY VENTNG WITHIN THE HOUSE DWELLING W7COVERED PORCHES:4626 SOFT, i 4626 z 0.166=768cf REOUIRED / GAF(£( LT` THE VENT PIPE SHALL BE PITCHED TOWARD THE OWTS SO ANY LIQUID WILL DRAIN TOWARD THE OWTS (4) 8'DIA x 5'DEEP OR YWELLS=S45cf PROVIDED _�p.,�_ �ONE L 6) �_-/r 6� N GRAVEL 11, •"'OVERSRED FOR POOL WASTE WATER '4Sj _ 0.AN EFFLUENT FILTER SHALL INSTALLED UNDER THE ACCESS COVER OF THE ANAW UNIT Cdd THE OUTLET PIPE 1.7E> >37p. " G POLE MODE ` _ JULY 12,2023 DETACHED GARAGE:990 s F ��6o' Is S SHOWN FJ1-L.A MAr -�- WADE ACT!!� TV 5.3 Lw 6.0 K.woYCH 1K LS 990 x 0 166=1650 REQUIRED 2�� (I I SVIA x b•DEEP DRYWELL=169cf PROVIDED - ` S 57'10'1 '-_�� -`' �� 'ryJ 4.1 a•a„`DARY TI ER WAu- - TN 4.7 _ g 3-- - TW 5.3 ��` 1 DNpgD BULKHEAD CONIC.BLOCK WALL _ �� " �� .-� �Zs MAIN BREAKER RY , _- - _ -- TIDAL WETLAND BOUNDA n T W�p BULKHEAD'ml`v 0.0' I.B E "2.5 EDGE AIMAINED YARDILA -_--- --" `-2' �" TYPICAL SILT tw3.5 `- �':`�:' ��3'-_ DWELLING �.. }+ � �. i SCREEN SECTION T?�: _ -2-- 20 AMP CIRCUIT BREAKER ELECTRICA _ i 1 „ �.�,... ;, TIDAL WETLANDS:--.01' .5" 78 OO NOV ib 1990 sa�� _.3-- ' PANEL GEO7EXTILE FABRIC F �� Dv35"` `'"' __��'"f►F' wood oRPOSTS FEMA CBRS AREA BOUNDARY - +_ --- _ - - - - �� 470001ODt1 W ANAL DEDICATED ELECTRICAL FLOW DIRECTION _ S_5,9' ° W TIELWFPCRrEED 84•48' S ��AAA�� C SERVICE TO FUJICLEAN _- �• "'I �� CONTROL PANEL EXCAVATED AND p��' _^ Mrs' CONTROL BACKFlLLED TRENCH E ALONGWOOOBULKHEAD LAND N/F OF ll PANEL EXISTING GROUND j THOMAS ONEILL 6O"N1O1 s, !} ELECTRIC - NTS J�, r G MLW SHORLIN E �' T MPJIMUM TUF-TITE EFFLUENT FILTER EF-4 WATERTIGHT FLEXIBLE JOINT SEAL Sout 'd Town OUTLET TO -FUJICLEAN PUMP TANK TUF-TITE TB-4 T-BAFFLE SLOPE 5%MAX. 4"SDR 35 PVC PVC SDR 35 DWELLING 4' MIN.PITCH 1/8"/FT FUJICLEAN CEN-5 SIDEWALL FFL 8.0 GRADE 12. EFFLUENT FILTER-NTS POLYLOK 24"SAFETY SCREEN PART4"SDR 35 PVC COVER DOMED SHAPE FOR MATERIOAL DPES C.O. EL 7.6 MIN.PITCH 1/87 T ((THREADED) s2u-0naE _ MAXIMUM LOAD TRENGTH INSTALL IN EACH ACCESS EL 6.7 je HANDLE FOR EASY REMOVAL PORT UNDER HD COVER DIST. OF SAFETY SCREEN INV.6.22 CONCRETE BASE 1• INV.6.7 / INV.6.58 BOX CLE NOUT CLEAN OX INV.6.42 INV.6.32 EL 5.0 CLEANOUT ADAPTER ADAPTER 4"SDR 35 CEN-7 INV.5.67 LEACHING GALLEY F LEACHING GALLEY M p_N ® 30 DEGREE FITTING PITCH 1/4"/FT (8)2-DEEP ® P9 ®V ® ' ® ® ® en VEN ® 6o SIZED TO FIT FIRST 2O'RISER INSIDE E ELEV.3.0 L 1.5- - FLOW HIGHEST EXPECTED WATER EL.1.0 022.45• SEWER LINE 021.65" CLEANOUT DETAIL SANITARY INVERTS 1 INLET, 7 Ol7TI:ETS D 020.65" BOX ACCEPTS: LIGHT COVER#30D9C GRADE TOP VIEW HEAVY COVER#3017-C20 GRATE #3017-G20 %'� :• i( 6"TALL RISER#3009 SCUM BAFFLE 12"TALL RISER#3009-R12 A. B B CHAMBER Volume(gal) 23.55" / 3, Sedimentation Chamber 397 - X Anaerobic Fdtrahon Chamber ass NDCAP TYPE Aerobic Contact Filtration Chamber 151 rn LEVELING DEVICE GROUND ECIRCULATKIN Clarification Chamber 90 ai ?o• - AIRLIFTPUMP Disinfection Chamber 6 ' cli © Total Volume 1069 ; MFECTION �,.•„i AIR HOSE AND CYLINDER(OPTIONALI 2"INCREMENT, :+";:' q BOX SEAL, ELECTRICAL SUPPLY TYP. > �;r•,; POLYLOK SEAL TP TREATMENT UNIT e INLET PIP OUTLET PIPE SPECIFICATIONS Y"`�,;r'A'EF•' #3001 TYP.40PLCSTYP. A Anaerobic Media PP/PE MIN.12"COMPACTED SAND OR FUJIMAC AIR PUMP ON PRECAST CONCRETE PAD 4Lj t Board Type Aerobic Media PVC/PP/PE Aerobic Media PF/pt POLYLOK 20"D•BOX PEA GRAVEL LEVELING PAD NTS Blower 3.Scfm MATERIAL-HDPE FRONTISIDE VIEW FFLUENr Tank FRP INLET SAFFL AIR LIFT PUMP pipin PVC/PP/PE ® DISTRIBUTION BOX Polvlok DETAILS _ Access Covers Plastic/Cast iron FEMA MAP#36103C0166H m Dlsmfedant(Optional) Chlorine Tablets ***NOTE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOW BAFFLE J BULKHEAD AND SOUNDING ELEVATIONS RERFENCE MLW 0.0 DATUM LOCA77LWS SHOWN ARE FROM FIELD OBSERVATIONS RECIRCUTATK)N PIP /� (CLEANING OPENING) IS 4'AIR INTAKE SHOWN THUS: tw3.5 tw6.0 AND OR DATA OBTAINED FROM OTHERS. FLOWOPENINO(7YP. PLAN VIEW a1IW0.0 AREA:37,376.70 SQ.FT. or 0.86 ACRES R hw EL 2.5 ELEVAnON DATUM: NAVD88 SINFECTION a ACCESS COVER 2V ACCESS COVE 20'ACCESS COVE 2PACCESSCOVE CYLINDER(OPTIONAL) UNAUTHORIZED AL TERA77ON OR ADD/770N TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA 77ON LAW. COPIES OF THIS SURVEY m� mP (TYP) LOWOPENMG MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU7701V ARDTYPE LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777UPON, GUARANTEES ARE NOT TRANSFERABLE. CONTACTMEDLA THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL S7RUC7URES OR AND OTHER IMPROVEMENTS, EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUAR4"!P£D.,UNLE5S PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY IlL © ECtROULATMN SURVEY Or- LOTS 44-46 INCL. ut CERTIFIED TO: 1420 SMITH DRIVE LLC; Oq AIR MFTPUMP GOOSE NECK �P �N M °�-y°'P FIDELITY NATIONAL TITLE INSURANCE COMPANY; MAP OF: � �F, ,�,,,� n � S,7. 9; ,. 4; '" s� BLED: NOV. 22, 1948 No. 1663 - (� ^.,f �►-' e, r ® RORICMEDIA SITUATED 47: BAY VIEW RATION ASSEMBIV TOWN OF: 50UTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK �2s �? J d�4+a Professional Land Surveying and Design ... Rf r SECTION A-A VIEW REVISED FLOOR PLAN 05-02-24 `*..\ 1 LA N U P.O. Box 153 Aquebogue, New York 11931 SECTION B-B VIEW REVISED 02-19-24 FILE 1225-132 SCALE:1"=30' DATE:SEPT. 10, 2023 A NU PHONE (631)298-1588 PAX (631) 298-1588 REVISED 12-31-23 11 USG:"NU 050882 S.C.T.M.# DISTRICT 1000 SECTION 76 BLOCK 2 LOT 10. 1 /5 DWELLINGS W/PUBLIC WATER -►150'+� M M1i •jI Z 7,245.58' PIPE O„ O ` M M V so T jr�tT _ M �- _ 05E M M, - Z ; ;•!.. R o i; U.P. iL-�6. 2 PE'` \°!: EXISTING .`. CONC.DRIVEWAYNS ••\ I pp (-• /��, -J{ I i TO BE REMOVED i I t o ;`.,.1 4 JUL IRI N FAVOR OF \ M STONE DRIVEWAY 13' I m - ___ -- a,•- X I.G. I U ri C EL 6.5 i i L.P.GAS TANK r _ , EXISTING SHED f ` ° I 'P ,,..._,_,-...-. 3 •?`i. TOBEREMOVED •3, 2" CEN. it � 1.2' N LL LG 'i ❑ L ,'d :7 INGROUND DWELLINGS S LG 5'2°• EXIST.SEPTIC j/„ii��jrx� LP GAS SANITARY DESIGN BY W/PUBLIC WATER it \ 70BEABANDONED 6'0x4'DEEP ,' ',.• �, �,; j7 I TO BE REMOVED �1so' ANDBACKFILLED (•;, ,r;,,7;,.r;; RICHARD M.MATOA.I.A. LG � /CLEAN COARSE SAND p,W •r •/Y% 'J•; :f, jj//�j/;�j/7 I DWELLINGS ,L,G(\A' O .•y;..: ,' , ""901;SED7�� / PO BOX 2284 UO i• (, 7�iGARAGE,/// W/PUBLIC WATER 2, :f r;��F,a;;,, tJP 1so'.- AQUEBOGUE NY 11931 I LG LG -`: '+' "r�' ;;'' PHONE:(631)523-5879 r ,r: 7 i A / EMAIL:RMAT R GMAT 7 OA CHIT CT E L.COM DB I 5'•. %� •''• i,�ii��ii��ii GUY WIRE f _ MIN •' , .. .. 1,•,•tiA i .. ..� „i�7,I�L 7 / ELECTRIC AND AIR SUPPLYHOSE TO OWTS r 'A , ; • •<' ',�; t�yr�15� ELEC. 1 N LOT 43 t'"-� �( O FLACLM >.Q•'•...:, , ..i,r+-, iP',,,220'i/7� M I 7 SCH 40 PVC VENT PIPE 1 CENT y.;�.,,.::.'+y+•K'"'. T•/:'•^••^•••. CONTROL PANEL AND AIR PUMP I ; tCAVERFO •1. '•,';,��., ,^ AC UNITS 13.P I PORTION OF EXISTING GARAGE TO BE REMOVED � PM�E GARAGE FLR ELEV 7.0 ELECTRIC SERVICE TO CONTROL PANEI( Z EL(7.6) '.Tp g_RE O• r / 204/ i 1 / -PORTION OF EXISTING GARAGE TO BE CONVERTED TO LIVING SPACE \ 22.4' „7 ,3t3'��i7J�ji� 1 \ ii 77� "- Ar 7i ® ,r A I/r., I7,IK. _ 8' S'DEEP ' it ,iY7 icy 1 LOT 47 AC UNITS® r �ii.PpOaos-D�7,�, o r ,A7 ipDpITION,7 ,/� 105' ;:27.3'i;i;i;?.?.?;��7iI�l,�� .�- EXISTING SHED TO BE REMOVED �AII7, � 27,8' a n5°,.1`v;:;:•.•:•,,;,;,;,;,;,,,,;,,r1+-- i A�ITIONA /7 FIRST FL00 I 24ff :::31 3:.,.....;� :;:38.3,iiii:ii'iii: ii::i iiis` ii•E rENSIQN. 1.5tiY RICHARD M.MATO A.I.A.NYS LISC#041861 5 11.3' EXISTING '2 STY FRAME' D.W :`•i:DWELLING#1420,,isisi:[::::`•;:is;:;:;:;:;:::j:c:::j:;:;:;,;.;`. I _-EXISTING WOOD DECK ELEV.6.2 D W AND ROOT CELLAR TO BE REMOVED OL\ W. 27.0"::;:•:•:•'"' O.1 'D EP SANDY LOAM \ D ie 1 8 0x5 E 1.2' S. x5'DEEP :'rn'•• �� " R P0"pCHo BROWN 't'j•y' y;i•':''�:>:SS: E�L'OSEO- x .: ?ND FL.pECN , t SM ;31.5'i:i::' ci • ■ . 27.6'< • _ LOAMY SAND 1.6'E ��"xA'� x " R x Y //�/11.�//�?pTTI- 7.01 PROPOSED DWELLING WITH 3 BEDROOMS EL 6. ••'77 ir��ii!�� 7i PROP•P' D PAS NO GARBAGE DISPOSAL/GRINDER j 7 r 7 BROWN PROPOSED SEPTIC SYSTEM FOR 4 BEDROOMS: PRQpOSED INDOOR��, ACHING GALLFYS2DEEP I �7i69.5' MEDIUM �I FUJIC LEAN N-7 7 PD(OWTS) N 7�(.A�A7�,i Ex'�sliNG1o9r29' IOryF SP SAND 31.5. I .}-p2% SANITARY NOTES DRAINAGE CALCULATIONS: '-" 31.3 n •„^1GRAVEL 6B"'-'" g-,,6�"' F[ A U41 F OppNCf N WATER N 6 0 1•THE OWTS INSTAUEP SHALL HOLD AN ENDORSEMENT FROM THE SUFFOL C COUNTY DEPARTMENT OF HEALTH, WATER EL 0.2 GIJ7 TENS TO BE PLUMBED TO ONSUE DRYWELLS ZONE X 0 "CHANCE `��,�.•�"�• IN rgVOR Of �" .lfa...--„ _ p HIGHEST EXP.1.0 2•AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENENANCE PROVIDER AND THE N r•3 •..,••-ANUU L L - ENCLOSED PORCH_ '�•.�°c BOU S W MEDIUM AND SHALL BE PROVIDED TO THE Sam DWELLING w/COVERED PORCHES:4626 SOFT. - --• -- 20N�c �"��q4r-..�� ^ S 3.PROVIDE A 7 VENT PIPE FROM THE OWTS TO THE DWELLING AND CONNECT TO THE SANITARY VENTING WITHIN THE HOUSE 4626 x 0 166=763ef REQUIRED v GRAVEL " NE L 6J Fes[ v 11' THE VENT PPE SHALL PITCHED TOWARD HE OWTS$O AN LIQUID WILL DRAIN TOWARD THE OWTS (4)6'DIA x S 2ED DR POOL PROVIDED UL 6J •"OVERSIZED FOR POOL WASTE WATER `¢dj__ - -1.)"'-- 4 AN EFFLUENT FILLER SHAll ff INSTALLED UNDER THE ACCESS CODER OF THE PN400 UNIT ON THE OUTLET PIPE E 1SSQ70"� FQG POLE MODE/ _ JULY 12.2023 DETACHED GARAGE:990 S F. \ SHOWN +EILE9101A� -" �'-••�"^•�., 1f TVAVEAC7' Ty1'53 K.WOYCHUK LS 990.0.166=165ct REQUIRED - -- '�4,yq' •'4 I '1• _ 0 (I)e'DIA:4'DEEP DRYWELL=I69cr PROVIDED S 57'10'1 �_� - �� TW 4.1 �`DARY TI ERWALL iW 6 I-� TW5.3 \ -�a.t.� 0- pgULKFE70 WALL �' - MAIN BREAKER � CONC.BLtxK _ �� m1,IvFL2.S -- DARY - --- TIDAL WETLAND BOON -2- w 3'r- W000 BULKHEAD ahv 0,0 I 1.8'E a2.5 EDGE AINTAINEDYARD �� +. / _- �?3"' ' DWELLING SCREEN SECTION _ :!+?4.:• %• ;.,• 2 -- 1 ELECTRICA 0 tw3.5 - 20 AMP CIRCUIT BREAKER AREA BOUNDARY NOV 16'19g «s•;.::TIDAL WE NDS.. ',� -- _3'_ 7 g 0O PANEL GEOTEXTILE FABRIC • nv 3.S" i i _^-- SUPPORT POSTS FEMACBRSAR n \1\I WOOD OR METAL �$� '$O" �/ 71EL EPt'R6ED S 47G00 00 S'( DEDICATED ELECTRICAL FLOW DIRECTION -_ �JA 84.48 �� CAl`� SERVICE TO FUJICLEAN ET CONTROL PANEL EXCAVATED AND - WAD BULKHEAD Dg ]J CONTROL BACKFILLED TRENCH MHWALONG LAND N/F OF PANEL IOTN EXISTING GROUND THOMAS ONEILL sow 1 ELECTRIC - NTS - i MLW SHORLINE - r Z MMIMUN TUF-TITE EFFLUENT FILTER EF-4 WATERTIGHT FLEXIBLE JOINT SEAL OUTLET TO FUJICLEAN PUMP TANK TUF-TITE TB-4 T-BAFFLE SLOPE 5%D MAX. 4"SDR 35 PVC PVC SDR 35 DWELLING GRADE 12.4' MIN.PITCH 1/8"IFT FUJICLEAN CEN-5 SIDEWALL FFL 8.0 EFFLUENT FILTER-NTS POLYLOK 24"SAFETY SCREEN 4"SDR 35 PVC COVER PART NO.-3008-SS C.O. PLUGUHR Y-0 _ MAXIIMUM DOMED LOADETRENGTH MATERIAL-HOPE EL 7.6 MIN.PITCH 1/8"I T (MREADED) SQUARE e• INSTALL IN EACH ACCESS EL 6.7 e :<< HANDLE FOR EASY REMOVAL PORT UNDER HD COVER i' �4 OF SAFETY SCREEN DIST. INV.6.22 CONLE OUT ADAPTER SE INV.6.7 / INV.6.58 BOX CLEANOU NOUT INV.6.42 INV.6.32 EL 5.0 C EANOUT 4"SDR 35 CEN-7 INV,5.67 LEACHING GALLEY e ®LEACHING GALLEY aO DEGREE F rNG �� PITCH 1/4"/FT (8)2'DE 2E ® ® �® R ' ® ® ® 15 IRS ® SIZED TO FIT INSIDE FIRST 24""RISER ELEV.3.0- EL 1.5- FLOW HIGHEST EXPECTED WATER EL.1.0 I 022.45" SEWER LINE 021,65' CLEANOUT DETAIL SANITARY INVERTS I INLET, 7 CIUMETS 020.65" BOX ACCEPTS: LIGHT COVER#3009C GRADE TOP VIEW HEAVY COVER#3017-C20 :A,,;:: ;:•, .. GRATE #3017-G20 %s:;•; .'' +.i: 6"TALL RISER#3009 ?' '• ;4. ' :'; SCUM BAFFLE 12"TALL RISER#3009-R12 ''�':��•' •'« ''•' 8� B CHAMBER Volume(gal) 23.55" Sedimentation Chamber 397 N Anaerobic Fltrabon Chamber 396 NDCAP TYPE GROUND Aerobic Contact Filtration Chamber 161 o, LEVELING DEVICEej _ Clanficabon Chamber 90 zq' MR U LIFT ATION Disinfection Chamber 6 r"i ® FTP PUMP SI NDIEIR ON Total Volume toes 2"INCREMENT, +9::`-"4 BOX SEAL, AIR HOSE AND CYLINDER(OPTIONAL) ��, - B• ELECTRICAL SUPPLY TYP. +; % �a. POLYLOK SEAL TP TREATMENT UNIT 4'INLET PIP 'OUTLET PIPE SPECIFICATIONS •;n,~ i�••q�i Anaerobic Media FICAPP/ r #3001 TYP.40PLCSTYP. 4sAL !A BoardTycMediape blcMedia PVC/PPlP MIN.12"COMPACTED SAND OR FUJIMAC AIR PUMP ON PRECAST CONCRETE PAD Aerobic Media PP/PE PEA GRAVEL LEVELING PAD NTS Blower 3.5ctm POLYLOK 20"D-BOX FRONT/SIDE VIEW FFLUENT Tank FRP MATERIAL-HOPE AIR LET PUMP INLET SAEFL ® Plpng PVC/PP/PE DISTRIBUTION BOX Polylok DETAILS FEMA MAP#36103CO166H - Access Covars Plastic/Cast Non isinfedant(Optlona6 Chlonne Tablets •••NOTE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOW 6AFFLE J 4•pIR INTAKE BULKHEAD AND SOUNDING ELEVATIONS RERFENCE MLW 0.0 DATUM LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS RECIRCULATION PIP (CLEANING OPENING) B SHOWN THUS: tw3.5 tw6.0 AND OR DATA OBTAINED FROM OTHERS. FLO1NO N1NOTM PLAN VIEW MI%0.0 AREA:37,376.70 SQ.FT, or 0.86 ACRES mhw EL 2.5 ELEVATION DATUM: NAVD88 ISINFECTION C ACCESS COVER zo•ACCESS covE x'AccEss covE :a•AccEsacovE cvLl"oER(OPTIONAL) UNAUTHORIZED AL TERA71ON OR ADDITION TO THIS SURVEY IS A VICLA 77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA7701V LAW. COPIES OF THIS SURVEY QYP) (TMP) �% LGwoPENINc MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN --{ ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 7777-E COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU7701V 7z3 X=7�3, OARO TYPE LISTED HB7E01l AND TO THE ASSIGNEES OF THE LENDING INS777V770N, GUARANTEES ARE NOT TRANSFERABLE, CONTACTMEDIA THE OFFSCTS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTEA'DED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR WBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARA"!QED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY © ECIRCULATION SURVEY OF LOTS 44-46 INCL. CERTIFIED T0: 1420 SMITH DRIVE LLC; MAP OF: GOOSE NECK Oq AIR �P �N M wormy°.p FIDELITY NATIONAL TITLE INSURANCE COMPANY; CO � FILED: NOV. 22, 1948 No. 1663 4U Oa a Y EROSICMEDIA SITUATED AT: BAY VIEW O RATIONASSEMBLY TOWN OF: SOUTHOLD �„..a-" a .•� KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK �25, o a� Professional Land Surveying and Design SECTION A-A VIEW REVISED FLOOR PLAN 05-02-24 +i eft P.O. Box 153 Aquebogue, New York 11931 SECTION B-B VIEW REVISED 02-19-24 FILE #223-132 SCALE:1"=30' DATE:SEPT. 10, 2023 PHONE (631)298-1588 FAX (631) 298-1588 REVISED 12-31-23 N.Y.S. LISC.-NO 050882 I 1 SITE DATA: DISTRICT R40- EXISTING: PROPOSED: ALLOWED: LOT SIZE(SF): 37,376.70 37,376.70 - WETLAND AREA(SF): (340) (340) - 24s.58' BUILDABLE(SF): 37,036.70 37,036.70 - .�., I, PIPE N8p3 H DRIVE AS LOT WIDTH(FEET): 150 150 150 a 20E �170,iQ'Pgygt77 O�T�l LOT DEPTH(FEET): 220 220 175 7S t� ? Rc UP. FRONT YARD(FEET): 87.7 63.5 50 Z 0zN 250.00 L=76.62' , �7 o als REAR YARD(FEET): 67.5 51.0 50 O S.S SAS b c SIDE YARD(FEET): 24.6 22.4 15 91 91 XPA ROPNKAN BOTH SIDE YARDS(FEET): 35.2 33.6 35 t cE^"R GFA(SF): 4,289.2 4,961.2 4,877.75 LJ 11.2 m LOT COVERAGE(%) 10.4 15.3 20 DETA HED BUILDING HEIGHT(FEET): 20.6 28.75 35.25 GA GE NUMBER OF STORIES: 2 2 212 uP GFA CALCULATIONS: �5 D2VBYAY 0a13.1 EXISTING FIRST FLOOR: 2,938.4 LOT47 LOT 43 EXISTING ATTACHED GARAGE: 565.2 22A w^w^Y T EXISTING SECOND FLOOR: 785.6 "Oa F FLOR 1 TOTAL EXISTING: 4,289.2 RCH LOO E E I V E Z FRO � � F1R5 1 0sw PROPOSED 1ST FLOOR ADDITION: 613.4 D i• PROPOSED 2ND FLOOR ADDITION: 340.3 \ 1 OVFVPC m REMOVE ATTACHED GARAGE: (281.7) 2ND FL.DECK TOTAL PROPOSED: 672.0 JUL IO1F PO UR1141�URE PATO TOTAL GFA: 4,961.2 --'i a�0QD k� " "0 DETACHED GARAGE 990.0 ua Caro cs =1 31.3' s 2@�_uaq �' a pS�O.W�10 1! {1dTON1 N ULE CJ1 qF� Y01 6 DYNY OtT �3Y 'FLAGPOLE 411 Sar°w ED rn41 >Fwgvpq�l� 1 ERWNL mss Dzw TOWN OF SOUTHOLD SUMBISSION/NOT FOR CONSTRUCTION S5rID10'Y1 ,r rn4.7 1w53 DRAWING LIST: Ncorc.eL DcxW� LD - OFPNNIANEDY WN `i y{,y Fi s ewe' W.13 A-100 SITE PLAN,SITE DATA,DRAWING LIST m " la rn 2.0 EXISTING SITE SURVEY BY KENNETH M.WOYCHUK,DATED SEPT.10,2023 �s o�' v0 D-100 DEMO/EXISTING PLANS - s0"w DEED 84 48• 547°00'00"W D CANAL A-101 PROPOSED FIRST FLOOR A-102 PROPOSED SECOND FLOOR DgEDGE A-200 SKY PLANE STUDY,NORTH&SOUTH ELEVATIONS EXISTING AND PROPOSED Wn NQ A-201 SKY PLANE STUDY,EAST&WEST ELEVATIONS EXISTING AND PROPOSED MLw SHORLINE PROPOSED SITE PLAN ZB HEARING SUBMISSION -APR. 29, Z024 SCALE:1" 30' REVISION -APR. 1 2, 2024 REVISION - FEB. ZO, 2024 OPTION S SUBMISSION - FEB. 1 2, 2024 CURRENT SUBMISSION: SOUTHOLD PZ-JAN. 5, 2024 DATE: DEC. 21, 2023 Ep ARCIyjT BACON LANE ARCHITECT SALICE 1 420 SMITH DR. S. PROPOSED SITE PLAN ��P us. 1*F PROJECT NO: 231 B-D1 w g1�' -CSC DRAWN BY: MBVJM COB KENT ROAD SOUTH 2120 CROWN LAN D LN S O UTH O L-D, NY SITE DATA CORNWALL BRIDGE, CT 0: 2 „ Y SCALE: AS INDICATED 116754 (201 ) 697-5774 CUTCHOGUE, NY DRAWING LIST T., 0-21 DWG No: �TFOFN A-100.00 ARCHITECT CLIENT PROJECT DRAWING TITLE SEAL SHT 1 OF 7 -----_—_---_ REMOVE EXISTING GARAGE " ------- EXISTING ATTACHED GARAGE-565.2 SF EXISTING OPEN PORCH TO BE ENCLOSED — —__ EXISTING CEILINGIATTIC SPACE —— ———— REMOVE EXISTING SHED 31.33' EXISTING FIRST FLOOR-2,878.5 SF EXISTING SECOND FLOOR- 785.6 SF ENCLOSE EXISTING 3-SEASON PORCH REMOVE EXISTING ROOT CELLAR REMOVE EXISTING SHOWER ENCLOSURE — ——— _....... REMOVE EXISTING DECK EXISTING FIRST FLOOR- ELEVATION 8.0 EXISTING SECOND FLOOR- ELEVATION 16.8 GFA CALCULATIONS(SQUARE FEET)- PROPOSED GFA: 5.024.1 ALLOWED GFA: 4,877.75 EXISTING- OVERAGE: 146.35(3%) EXISTING FIRST FLOOR: 2,878.5 EXISTING SECOND FLOOR: 785.E EXISTING ATTACHED GARAGE: 565.2 TOTAL EXISTING GFA: 4,229.3 _ PROPOSED- EXISTING FIRST FLOOR: 2,878.5 NEW DETACHED GARAGE EXISTING SECOND FLOOR: 785.6 PROPOSED 1 ST FLOOR ADDITION: 736.2 MASTER BEDROOM:500.8 FRONT PORCH ENCLOSED:59.8 �:. MUDROOM:175.6 PROPOSED 2ND FLOOR ADDITION: 340.3 REMAINING ATTACHED GARAGE: 283.5 (CONVERTED MECHIMUDROOM) 31.3' . TOTAL PROPOSED NEW GF REMOVE PORTION OF +794.A 1 O - ATTACHED GARAGE DIFFERENCE IN GFA- +794.8 NEW FIRST FLOOR ADDITION I DEDUCT 281 7 SF I 500.8 SF •ADDITIONAL I I I NEW FIRST FLOOR ADDITION I FRONT PORCH C ENCLOSED - I ADDITIONAL 69.8 SF as• 3 5' t. I NEW MECHANICAL ROOM _ NEW FRONT PORCH CH OPEN I AND M UDROOM Y 00 T SECOND FLOOR ION- RAISE ROOF TO EXTEND `' "'"'�'�'"•:: SECOND FLOOR LIVING SPACE ADDITIONAL 340.3 SF 19.7' DECK AT SECOND FLOOR PROPOSED SECOND FL OOR- ELEVATION 190 NEW FIRST FLOOR ADDITION EXISTING PORCHENCL OSED) A GFA REVISIONS MAY 22 2❑24 NEW EN CLOSURE NCLOSURE ZB HEARING SUBMISSION -APR. 29 2024 P ❑REVISI N APR. 12, 2024 PROPOSED FIRST"FLOOR- ELEVATION 8.0 OPTION B SUBMISSION - FEB. 1 2, 2024 CURRENT SUBMISSION: SOUTHOLD PZ -JAN. 5, 2024 DATE: DEC. 21, 2022 BACON LANE ARCHITECT SALICE 1 420 SMITH DR. S. GFA COMPARISON ��P�OSRF PROJECTND: 2318-01 378 KENT ROAD SOUTH 2120 CROWN LAND LN SOUTHOLD NY GRAPHIC Q~�" OR.-8- MSL/JM CORNWALL BRIDGE, CT Y SCALE: 06754 (201 ) 697-5774 C UTC H O G U E, NY EXISTING .V S. T'O. ry�Q DWG No: PROPOSED 'TEOFr ' A-300.00 A...ITECT 1 CLIENT PROJECT DRAWING TITLE SEAL SHT A OF 7 F———————- REMOVE I ___ 38'-9" i ROOT CELLAR I rREMOVE J ENCLOSED PORCH I SHOWER] REMOVE DECK II II II IF=1 II II II BATH IICL II BEDROOM 1 _4 rr- II II 11 OFFICE i� ]I II II �LL�� SECOND FLOOR I BATH I II I] II II EXISTING FIRST FLOOR II i II II i`1 Irxl L===== _ J I KITCHEN jl I �L4=r=_IL=I�_ _ GUT INTERIOR w If r=_� —-I I r�I I 11 RAISE FLOOR AND ROOF II �/ IICUI BATH IIC I L 11-- — � ===-41_ ---GUT INTERIOR---- IF rr=___�_��_� I----�— "+ CL 11 II CLOSET SPACE II II C` r�NERI�MOVE ------I �� rr�— ]] J II II J --- (I—ll ----------------- co cl) SHED 1 II J II _ II BEDROOM 2 jj CLjj BEDROOM 3 EXISTING ROOF LINE 11 BATH II II RAISE ROOF TO INCREAS CEILING HEIGHT II II II II II REMOVE EXTERIOR ------11-11---_--_—_—_—_ WALL TO T60I ACCOMMODATE b EXTENSION REMOVE EXTERIOR WALL TO GARAGE ACCOMMODATE EXTENSION 2 DEMO EXIST.SECOND FLOOR PLAN SCALE:1/r•1'-0" 21'-8" 38'-021' 27'-6" 31'-32° 118'-4" 1 DEMO EXIST. FIRST FLOOR PLAN SCALE:1/8"•1'-0" ZB HEARING SUBMISSION -APR. 29, 2024 REVISION -APR. 1 2, 2024 REVISION - FEB. 20, Z024 OPTION B SUBMISSION - FEB. 12, 2024 CURRENT SUBMISSION: SOUTHOLD PZ-JAN. 5, 2024 DATE: DEC. 21, 2023 BACON LANE ARCHITECT SALICE �PEp ARO�y�T 1 42D SMITH DR. S. DEMO ��,,B.�F� PROJECT No: 231 B-D1 37B KENT ROAD SOUTH EXISTING PLANS DRAWN BY: MBVJM CORNWALL BRIDGE, CT 2120 CROWN LAND LN SOUTHOLD, NY � r SCALE: AS INDICATED 116754 (201 ) 697-5774 CUTCH O G U E, NY /> 02 oQ DWB ND: I �ATFOFN D 100.00 ARCHITECT CLIENT PRDJECT DRAWING TITLE SEAL BHT 3 OF 7 19'-2" 65'-6" 31' F PATIO POOL ENCLOSURE 4 ------------------------91 I I I I I I _ F_J I I G�M I I I L I I I J KITCHEN L J SAUNA LIVING ROOM BEDROOM MUD ROOM UP FIRST FLOOR Fl EL.8.0 CL p \� UP I FRONT PORCH C3 MECH. OFFICE ATHROOM MECHANICAL EL. \�CL CL CL GARAGE EL.7.0 I r--------- -- PROPOSED FIRST FLOOR PLAN I L--- 0 < i -------- I I I L ----- n'-o• r----------i I I - I I L------ ZB HEARING SUBMISSION -APR. 29, 2024 REVISION -APR. 1 Z, Z024 REVISION - FEB. 20. 20Z4 OPTION B SUBMISSION-FEB. 12, 2024 CURRENT SUBMISSION: SOUTHOLD PZ-JAN. 5, 2024 DATE: DEC. 21, 2023 BACON LANE ARCHITECT SALICE 1 � PROJECTNG: 231E-01 1420 SMITH DR. S. PROPOSED FIRST oQ~'`g �'`�" DRAWN 9v: MBVJM 37B KENT ROAD SOUTH CORNWALL BRIDGE, CT 21 20 CROWN LAND LN S O UTH O LD, NY FLOOR PLAN Y SCALE: AS INDICATED 06754 (201 ) 697-5774 C UTC H O G U E, NY ry�oQ DWG No: 4TF OF N A 101 .00 ARCHITECT CLIENT PROJECT DRAWING TITLE SEAL SHT 4 OF 7 DECK-94'DECMG PER OWNER SELEC RON OPEN AREA FBEDROOM1 BEDROOM2 L) CL ' MECN CL::] CL C ON I0 SECOND ROOR ® EL 19A BEDROOMS ' ON I I ATOC ST4 1 PROPOSED SECOND FLOOR PLAN II—————————————1 I �3 I I I I I I I N I I I I N I I ' . I I 42 I I t; I I v e za I I � Imo- �I I I � i I a I I I i I I I I GARAGE 7.0 AVG.DD.6.9 I I I I I I I I I L__——— GARAGE ROOF PLAN � SECTION THRU GARAGE ZS HEARING SUBMISSION -APR. 29, 2024 REVISION -APR. 1 2, 2024 REVISION - FEB. 20, 2024 OPTION B SUBMISSION - FEB. 12, 2024 CURRENT SUBMISSION: SOUTHOLD PZ -JAN. 5, 2024 DATE: DEC. 21, 2023 BACON LANE ARCHITECT SALICE 1 420 SMITH DR. S. � �flQ"'rF PROJECT No: 231 B-01 PROPOSED SECOND r�`- `°"�° DRAWNBT: MBL/JM 376 KENT ROAD SOUTH w CORNWALL BRIDGE, CT 2120 CROWN LAND LN S O UTH O LD, NY FLOOR PLAN " SCALE: AS INDICATED ❑6754 (201) 697-5774 CUTCHOGUE, NY o` " '` n r 0-2�ry�2 DWG NO: �rE OF N A-102.00 ARCHITECT CLIENT PROJECT DRAWING TITLE SEAL SHT 5 DF 7 0� "P�ml B FM 0 FTPR ®m® a 2nd FL 19.0 ®® EXISTING AVERAGE GRADE=6.9 PROPOSED SOUTH ELEVATION Z � w CL [DED " F a a a 2nd FL 16.6— EXISTING AVERAGE GRADE=6.9 FF-8.0 10'-T EXISTING SOUTH ELEVATION 2nd FL 19.0 EXISTING AVERAGE GRADE 6.9 FF-8.0 13'-1° 22 443" PROPOSED NORTH ELEVATION w on `r'F!- 0 LL 00® it � o. a 2nd FL 16. b Elm [�] EXISTING AVERAGE GRADE=6.9 FF-8.0 — I 12'-3" 24.-2„ I _ LLL ZB HEARING SUBMISSION -APR. 29, 2024 EXISTING NORTH ELEVATION REVISION -APR. 12, 2024 _ - REVISION - FEB. 20, 2024 OPTION B SUBMISSION - FEB. 1 2, 2024 CURRENT SUBMISSION: SOUTHOLD PZ-JAN. 5, 2024 DATE: DEC. 21, 2023 BACON LANE ARCHITECT SALICE 1 420 SMITH DR. S. SKY PLANE STUDY PROJECTNo: 2318-01 NORTH & SOUTH ' JM 37B KENT ROAD SOUTH 2120 CROWN LAND LN SOUTHOLD NY ��' DRAWN BY: MBL/ CORNWALL BRIDGE, CT CUTCHOGUE D, NY ' ELEVATIONS EXISTING c ^Q GLE: 3/32° = 11-0" 06754 (201 ) 697-5774 o.ovP AND PROPOSED grFOF Q_200.00 ARCHITECT CLIENT PROJECT DRAWING TITLE SEAL ^ SHT r OF 7 • s,� • 2 Q/ F z it �- a01 i El a 2nd FL 19.0_ V �4 FF-8.0 EXISTING AVERAGE GRADE=6.9 GF-7.0 DETACHED GARAGE PROPOSED EAST ELEVATION ` 46 7' 64'-q' w z S t� 'f3- z ac w a 0 O a 2nd FL 16.8 w IR EXISTING AVERAGE GRADE=6,9 FF-B.D 8T-10' - EXISTING EAST ELEVATION 74'-8' S� w z �� A w 5� w ww a • a ®®® _ 2nd FL 19.0 I a 13 EXISTING AVERAGE GRADE=6.9 FF-8.0 46-7• DETACHED GARAGE PROPOSED WEST ELEVATION � 64`2• $Fy w zIr 5 � it 2nd FL 16.8 a EXISTING AVERAGE GRADE=6.9 BT 6} EXISTING WEST ELEVATION I 7T-1z ZS HEARING SUBMISSION -APR. 29, 2024 REVISION -APR. 12, 2024 REVISION - FEB. 20, 2024 OPTION B SUBMISSION - FEB. 1 2, Z024 - CURRENT SUBMISSION: SOUTHOLD PZ- JAN. 5, 2024 DATE: DEC. 21, 2023 AR BACON LANE ARCHITECT SALICE SKY PLANE STUDY ��P�� L"/rF PROJECT No: 231 B-01 37B KENT ROAD SOUTH 1 420 SMITH DR. S. EAST & WEST w�s DRAWN Br: MBL/JM CORNWALL BRIDGE, ❑T 2120 CROWN LAND LN SOUTHOLD, NY SCALE: 3/32" = 1'-D" 05754 (20 1 ) 697-5774 C UTC H O G U E, NY E LEVATI D N S EXISTING �o ti Q: DWG No: \ • AND PROPOSED Tarf OF y Q_201 •oo ARCHITECT CLIENT PROJECT DRAWING TITLE SEAL , ` SHT 7 OF 7 _ _ _ �-�T_ ,...;;aa•+++ ��.,ti,�-•c----c _ � _. 1 Z � '. / -.- ------�.==':-.. _ - r---- ...ate - .-- --' _ .. - •' - • 31.5 �•f p� ISE 6� /I/II/////I // I// Y'�`''' ' F T. � = 36 LF:NEW FIXED RAISED WALKWAY ' //i��i ;I//;/i j��.xO � ER W atiL j � Y- - -- -• -- . -.. - - - 5 • REM Via:- 21 FT.FROM NEW RETAINING WALL TO WOOD BULKHEAD I LocKwA►L ! N ;, -_ - "Y►1/�i•C REMpq cpNCREtE B +6.0 FT.EL.:RKTAINING WALL - -- ' - t 6.0 FT.EL. LF NgLR N Nto rC ....•.•" BACKFILL TO GRADE g2 Yl D EX? NSIO �i - ""C 'N� SEAW� BULKHEpO �I 1 ...y WI 1T LF t0 EXIS-rwo �Steft" =__6_ i �• 10• 1gCotINLf RE'UNETp GR�E'0 FT,E)"' jyzj`t ~" I 7�Fi 4'1Ft'REtvR� 10 FT.NON TURF BUFFS 4 FT.MIN. - "~ +2::FT.EL.WOOD BULKHEAD ! AS St{0 I PROPER oILI E V.A'0(+.6.0 _ -- 1 �•sR'/ '•,/•L�` - - =� S iF 10'10'1N HEIGHT t ~' -[• 4't �. 0 ~B� MHW - ,IW 4.7 `- 3 +3.0 FT.EL. aR.� s MLW •.. ��"o,,,r,,,.r.•�' 0.0 2.0 FT.EL. J 01 REMOVE TIMBER RAMP _ aA+: y i .� TEN(10 J FT.NON TURF BUFFER • r I• +f+f a •' ,r,.,r +2.6 FT.EL.HHW ' �,f;.,±:+cif�•j:ijf�i ��^,��'�..�r•� �•y�' Q oo .. .--.r'. - - ;aE 3 `�� 3.i t �„•►� O• .: n- o,oe FT. • i++lit��- ,•--3' _ Kj1EA° 2.0 FT.EL. GRADE .• Lai 3: --'" --- 11 Y 1SE EX o So E "'�..� ! !=- a y,�f. •� y�•�' 7� 140 SREEt`►'R MAtcN ONNECt tO T C f l g _ ��11 � °�4pt j WOwI E6 L S REt11RN t0 C p1MN pPER� -----. .. S� J REM E'L. t1N0 p PR -2.6 FT.EL. -3.0 FT.EL. to t NEW YL S@tE 1-1.• t pDs sM coNCR WNNEIGH °f _ TYPICAL DOCK SYSTEM CROSS SECTION ' ..• - EaS.0N VIVO t0 Mptc _. $CALE;ONE INCH=3 FEET ; Cut VI A - - D Cp'N - - " ._ - . " • .. . ; . mX , ELOCATED 6 FT- DOCK 20 FT.FLOATING D� - I i N DOCK W!(1)6'DIAM.ANCHOR PILING •Y --- _-..-- - - ... - _ --- - 16 FT. r AND(1)8'DIAM.DAUPHIN,3 FT.X 10 FT. m ALUM.RAMP,AND 4 FT.X 36 FT.FIXEDW SKp�iNE - m O WALKWAY _ - r 39 FT. REMOVE PLYWOOD.CUT POLES TO TOP OF PILINGS. FIVE(3)SETS OF S^DIAM.GREEN LEAVE LOW SILL BULKHEAD BASE TO MAINTAIN STABILITY �• HEART PILINGS R!FT.V.C• OF LANDWARD SOILS TO PRESERVE SPARTINA ALTENIFLORA ~ PORTION OF SURVEY l CUT EXISTING PILINGS TO MATCH ADJOINING MARINE GRADE TOP CAP • •• 3'X6'BACKBOARD SCALE:ONE INCH=20 F.Y. SHORE GUARD SG 226 ADDED VINYL SHEETS (2)6'X 6'WHALERS(CON'T) , BACKFILL APPROX.40 CU.YDS _ - -' .x 3 T_ AI -D-lALIS1ElAX THRI!FLOWAEtKiNa. _ - - -8 0 FT~EL •TOB - 4 FT t FT.FIXED RAISE Fes_,•-_„_, ._ � '�,.... _. .•_ �. _ -, 2 FT.X10 FT.ALUM.RAMP CERTIFICATIONIEC •3.7 FT.EL-TOPOF Z M1 " r - - _ EXT.BULKHEAD F ! _ iY 1 Hereby certify that this is a template of the survey of this property by S-DIAM.OF-ADMEN 2 6 FT-Q.C.W r 1'GALV.TIE ROD _ ' - W r s-DIAM.HORIZONTAL WHALER _ G SUBSTITURE HELICALS LOCATED AT DISCRETION wfx> Kenneth M.Woychuk,Land Surveying PLlC,dated September 10,2023. L OF CONTRACTOR f 2.5 FT.EL MHW No details or features which bear upon this application have been omitted. z _ ADDITIONS TO EXISTING BULKHEAD 4 Michael A.Kimack,Agent, November 14,2023 W = z o.tre MLW � . . _ c Z ` , RAISED -..'•-O -SECTION 3 _ ••• R D VINYL BULKHEAD CRASS 5E SCALE:ONE INCH=2 FEET m v = o OUS I' ' 1420 Smith Drive LLC - w SHORE GUARD SG 226 VINYL SHEETS Z F W , MARINE GRADE TOP CAP 8'DIAM.GREEN HEART PILINGS O 6 FT.O.C. 3'X 6'BACK BOARD W 1420 Smith Drive South,Southold,N.Y. - 6•x 6-WHALER(CONY) ° "^. _ i` z a BACKILL APPROX.12 CU.YOS. SCTM: 1000 76 03 10.1 R-40 ZONE - - N p ' FINISHED GRADE X 4 .�. ADDITIONS AND ALTERATIONS TO EXISTING DWELLING �tleO REMOVE CONCRETE BLOCK WALL&TIMBER WALL , % RAISE EASTERLY HALF OF EXISTING VINYL BULKHEAD W/RETURN LL LOWER WESTERLY HALF OF EXISTING WOOD BULKHEAD TO BELOW MHW - CONSTRUCT VINYL RETAINING WALL W/RETURN &SEAWARD EXTENSION f CONSTRUCT NEW FIXED WALKWAY SECURED BY GREEN HEART PILINGS WITH ALUMINUM RAMP,AND RELOCATE FLOATING DOCK s,Du.IAM.HONQ6FT.O.C.W,1'GALV.TIEROD W+8'DIAM.HORIZONTAL WHALER _ SUBSTITUTE HELICALS LOCATED AT DISCRETION n - - _Y:c- "r,• W/GREEN HEART ANCHOR PILINGS OF CONTRACTOR TYPICAL DOCK SYSTEM LAYOUT By M.A.Kimack Dated November 14,2023 TYPICAL VINYL RETAINING WALL CROSS SECTION SCALE;ONE INCH ' =3 FEET SCALE;ONE INCH■'2 FEET /I S.C.T.M.# DISTRICT 1000 SECTION 76 BLOCK 2 LOT 10. 1 \ DWELLINGS W/PUBLIC WATER -•x«150'•� b 4, S4�IT PIPE � 8 0 4t �� E RIVE S OFpA� \ "ASE oU MEAq' �� to UJI R�ISO.001 \` �� =76.; U.P. 2P i p �\ 1 L° N. IPE C) O \ / ``� i I to ►�..1 Q / EXISTING \ V CONC.DRIVEWAY \ I EX BBONS TO BE REMOVED EX / IN FAVOR OF / 1 STONE DRIVEWAY 3 I EL 8. EX A I EXISTING SHED / 1 ; v+ I •P• 1 TO BE REMOVED / f ' I N !'r a 2, Lc I i.a SHED I / i I N DWELLINGS LG /LG \ INGROUND I y WIPUBLIC WATER O/ \ EXIST.SEPTIC LPCAS f / SANITARY DESIGN BY: TO BE REMOVED , RICHARD M. MATO A.I.A. �•150' LG " \\ TO BE ABANDONED � �/ � I DWELLINGS_ A• AND EtACKFI COARSE , ; LG 1,\` �W/CLEAN COARSE SAND / j ,, ,,, / I W,PUBLIC WATER PO B0X 2284 % % � �i/ I I , i�iii��ii��i 150'•� I 2•- LG � 1. _8__ r tot,1;,,, U.P. AQUEBOGUE NY 11931 LG `�`. .' , I I , " PHONE: (631)523-5879 a , i , , „ ,,,!Sd, MIN . I ; I it 1;,RROPOSED;;, 0.8'N EMAIL: RMATOARCHITECT@GMAIL.COM I IF `�`� V&7"DEEP 7 7 7 %7/GARAGE%7 j i I DB MIN �`;`, / ;�'�,'GF�•�,�o�, GUYWIRE ELECTRIC AND AIR SUPPLYHOSE TO OWiS FUJICLEAN D• _ /� ,/� .. ♦'` 0 _1_ -, „ T SCH 40 PVC VENT PIPE j( ° CENT �`�� ♦ _ - -- .;21.5';• ELEC. METER CONTROL PANEL AND AIR PUMPRED ELECTRIC SERVICE TO CONTROL PANEL I H Z / CONEF'RE�OVED ; •�;:;t,••••'•'•••� C.O. EL(7.6) TO B_ c;,.GARAGE a'+ \% �� / LOT 43 -- 22.4' ' ''' to LOT 47 „•PROPOSED,,,,/, , 10.6' r,, . ,27.3';c�;t. t 'r' � EXISTING SHED TO BE REMOVED D PROPOSEn�y'._:.;.::;:;I;;C:::::::::,;',,, t,,SHEDDt o . . ..;.er F:'�POE CH -r•�;;:;:;:;:;::ia::;::;i;t?:;t;h: �,, *rr-''„�1,. 241Y ::31.3';:;;;:;;;;:o FROMP 1�pROPOSED��,, 38.3';:;i;i i ii: ,,ADDITION ,,,:9.8' 1.SW RICHARD M.MATOA.I.A.NYS LISC#047861 L e'axrDEEP! WLLI 1�: D.W. .0 _-EXI STING TIN G WO OD DEC K 8 w:: .W. AND D ROOT E C L LAR TO 8E•D P REM'(dx7 EE a ov 1 0. '.ii•�."'k•`ti•.N 2t•O FL DECK• ? ii31.5'1•':'''''' , ...�'ENCLOSEDPORC��•«.r DRAINAGE CALCULATIONS: „r',L i �••4. •Si 'A. 4, 9 PROPOSED DWELLING WITH 3 BEDROOMS IRE ,,� ,,r EL6.2 pROp ppT10 NO GARBAGE DISPOSAL/GRINDER DWELLING W/COVEREDPORCrE'S:SSM SO.Fr. „��,PROPOSED�.'•,i j, PROPOSED SEPTIC SYSTEM FOR 4 BEDROOMS: 66 x 0.166-927d REWIRED (9)8041xT DEEP DRYWELLS- dPROVIDED ;,%�', ENCLQ/'I�';/''; I � (8)LEACHING GALLS S2'DEE(OWES) N ,\ �''/�'// /"%;/' Z:% / LEACHING GALLEYS 2'DEEP V j_„cX ,,o�,,,, , Al1{//", [ , / SANITARY NOTES OOD� � N 1 DWT THE B INSTALLER SHALL HOLD AN ENDORSEMENT EMEM FROM THE SUFFOLK COUNTY DEPARTMENT OF HEALTH N �•,�..�••"« _ OO- to p 2.AN EXEOJrED OPERATION AND MAINTENANCE CCNTRACT BETWEEN THE MAINTENENAN'CE PROVIDER AND THE �p SHALL BE PROVIDED TO THE SCOHS 3,PRW IDS A 2'VENT PIPE FROM THE OWES TO THE DWELLING AND CONNECT TO THE SANRARY VENTING WITHIN THE HOUSE 6) N THE VENT PIPE SHALL BE PITCHED TOWARD THE OWrS SO ANY LIOUD WILL DRAIN TOWARD THE OWrS 17E 1 A3'O• '}_ ,�\ 4.AN EFFLUENT FILTER SHALL BE INSTALLED UNDER THE ACCESS COVER OF THE M400 UNIT ON THE OUTLET PIPE AS SHOW_NQNALL h1A yy�==M;1.__b»-» MODE- WAIEACT� tw60 S57.10'10"W- NJ4.1UNDARY p ERWALL53 WALL 4J _-_' Z TW 5.3 -�_ �?"��-'» �..INAQA BU�H�D C07-BLOCK mhwEL2.5 MAIN BREAKER �� _ - `-------__TIDAL WETLAND BOUNDARY - = w2.5 pGEOFMAINfAI1,EDYARDILA= 4. � � ''2� 3'", -WOODBULKH'D��w02-i ' 1.B'E � •• " __ __ 3- DWELLING TYPICAL SILT tTv3.S �7�rii.• •.• �.iii��ii •' /� _ '' �i� SCREEN SECTION 1990 L� ;'• V0 I0. S tw 3.5`• -_ "2 41 20 AMP CIRCUIT BREAKER ELECTRICA Y • _ - 78.0PANEL GEOTE%TILE FABRIC BONDAR N=16, •• tw3 ;•`•`••• FEMA CBRS AREA _ ---_- __ _�,` ----.- 3 n suPPorrr Posrs "� '_ O 100 VY -- WOOD OR METAL w TIEI,JpIFFPeR�ED 84 4$H S q7 p0 D CANAL DEDICATED ELECTRICAL FLOW DIRECTION �� SERVICE TO FUJICLEAN E CONTROL PANEL EXCAVATED AND CONTROL BACKFILLED TRENCH � WOODBIAKHEPD LAND N/F OF PANEL EXISTING GROUND MHW 1DTH THOMAS ONEILL ELECTRIC - NTS 111 MLW SHORLINE 7 MIMMUM TUF-TITE EFFLUENT FILTER EF-4 WATERTIGHT FLEXIBLE JOINT SEAL 19 OUTLET TO t 1- - r FUJICLEAN PUMP TANK TUF-TITE TB-4 T-BAFFLE EC �� SLOPE 5%MAX. 423 "SDR 35 PVC PVC SDR 35 i DWELLING MIN. PITCH 1/8"/FT TLF-TITE SD-4 SOLIDS DEFLECTOR FUJICLEAN CEN-5 SIDEWALL FFL 8.0 GRADE 12.4' EFFLUENT FILTER- NTS ` POLYLOK 24"SAFETY SCREEN 4"SDR 35 PVC COVER PART NO.-3008-SS C.O. MIN. PITCH 1/8"/ T PLUG �' MAXIMUMLOADETRENGTH NSTALLIN EACH ACCESS EL 7.6 EL 6.7 (THREADED) SQUARE - HANDLE FOR EASY REMOVAL PORT UNDER HD COVER DIST. OF SAFETY SCREEN / INV.6.22 INV.6. CONCRETE BASE t 7 INV.6.58 INV.6.42 BOX EL 5.0 INV.6.32 CLEANOUT BOX CLEANOUT 4"SDR 35 INV.5.67 LEACHING GALLEY � V-'y-° ADAPTER ADAPTER CEN-7 LEACHING GALLEY F=j e_a EZa y PITCH 1/4"/FT �� [ '1 LF'_� w SO DEGREE FITTING (8)2'DEEP ® ITV F] Vs ILA', E-19 r79 ® Vfq P-]per. SIZED TO FIT INSIDE V-T, V--Jl IEn VM V=IQ® 60 FIRST 21"RISER EL 1.5- ELEV.3.0- TO KING GRAD CARTING TO GRADE HIGHEST EXPECTED WATER EL. 1.0 FLOW 9EVJER LINE " 4f/41 4•,,, SANITARY INVERTS CLEANOUT DETAIL �9� ELEV.6.2 NTS OL SANDYLOAM '0 1 1.2' COVER ':7.i ...:••" BROWN TO GRADE FINISHED GRADE SM LOAMY SAND MIN.!"bIA. 2"MIN ABOVE OUTLET INVERT 1.01 SDR 35 PVC PPE OR EOUN, PITCHED 1/8"PER FT,MIN. MI PALE INLET BROWN MEDIUM SCUM BAFFLE •-® ® V-1 ® SP SAND e, B - CHAMBER Volume(gal) ® ® ® ® GRAVEL 6_0' c . Sedimentation Chamber 397 A ® ® ® WATER IN WATER EL 0.2 ® ® ® ® ® ® INLET HIGHEST EXP.1.0 Anaerobic Filtration Chamber 396 �' ® ® ® ® ® i OUTLET MEDIUM Aerobic Contact Flltratlon Chamber 181 ! ® ® ® ® ® ® SW SAND Clarification Chamber 90 & ® AIR LIFT PUMP Disinfection Chamber 6 BAFFLE RECID ENDCAP TYPE GRAVEL 11' ($INFECTION Total Volume 1069 B.4 IF INLET PITCH LEVELING DEVICES VJULY 12,2023 CYLINDER(OPTIONAL) EXCEEDS 1/2"/FT (MM WATER 1'INLET PIP OUTLET PIPE SPECIFICATIONS 3 K.WOYCHLAC LS/ 4, < Anaerobic Media PP/PE L !A Board Type Aerobic Media PVC/PP/PE NTS DISTRIBUTION BOX Aerobic Media PP/PE B ERR LEACHING POOL FFLUENT Tankank ERR INLET BAFFL 0 AIR LIFT PUMP Piping PVC/PP/PE NTS Access Covers Plastic/Cast Iron �. m Disinfectant 0 tional Chlorine Tablets FEMA MAP#36103C01 fi6H ***NOTE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOW BAFFLE WAIRINTAKE BULKHEAD AND SOUNDING ELEVATIONS RERFENCE MLW 0.0 DATUM LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS RECIRCULATION PIP /� (CLEANING OPENING) B REVISED 11-20-23 SHOWN THUS: tw3,S tw6.0 AND OR DATA OBTAINED FROM OTHERS. FLOW OPENING(NP. PLAN VIEW REVISED 09-25-23 d11W'0.0 n1hwEL 2.5 NAVD88 ISINFECTION AREA: 37,376.70 SQ.FT. or 0.86 ACRES ELEVA770N DATUM.• 2D'ACCESS COVE 20'ACCESB COVE 24^ACCESS COVE CYLINDER(OPTIONAL) 4"ACCESS COVER (TYP) (TVP) (TYP) UNAUTHORIZED ALTERA77ON OR ADDIPON TO THIS SURVEY IS A VIOLA77ON OF SEC770N 7209 OF THE NEW PORK STATE EDUCA77ON LAW. COPIES OF 7741S SURVEY LOWOPENING MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN V�� ONLY 70 774E PERSON FOR WHOM 7HE SURVEY/S PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING /NS7771/77ON . Z' . CARD TYPE LISTED HEREON AND TO 7HE ASSIGNEES OF THE LENDING INS777U77ON, GUARANTEES ARE NOT TRANSFERABLEE, CONTACT MEDIA THE OFFSETS CR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR 70 GU/DE 7HE EREC77ON OF FENCES, ADD17701VAL S7RUC77JRES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSLRFACE S7RUC7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY ® ECIRCULATION SURVEY OF: LOTS 44-46 INCL. of NI' s, s Oq M w AIR LIFT PUMP ` y CERTIFIED TO: 1420 SMITH DRIVE LLC; MAP OF: GOOSE NECK �� '"�� ° a,r• 4c m ® 4c �" � FIDELITY NATIONAL TITLE INSURANCE COMPANY; �• �• O FILED: NOV. 22, 1948 No. 1663 0 3 3 ROBIC MEDIA SITUATED AT: BAY VIEW L ERATION ASSEMBLY TOWN OF: SOUTHOLD - '. ` i L SUFFOLK COUNTY, NEW YORK ?s� Dso862 �� KENNETH M WOYCHUK LAND SURVEYING, PLLC Professional Land Surveying and Design SECTION A-A VIEW +'a ' P.O. Box 153 Aquebogue, New York 11931 SECTION B-B VIEW f PHONE (831)298-1588 FAX (631) 298-1588 FILE #223-132 scALE:1"=30' DATE SEPT. 10, 2023 N.YS LISC. No. 050882 S-C-TM- NO. DISTRICT.- 1000 SECTION: 76 BLOCK: .3 LOT(S). 10.1 -...............E CEC 4 2023 6--" 1,24S.S8' up-0 PIPE 0.6S 2.OE 'E Orp SCUT Aq 0.91E 0 00 U.P. . 76.62' uy u PE ZIA 65.6' 0 N) ;9;HED:: ON Iv C. o P. .8w GEN. LOT 47 CONC.DRPIEWAY f LOT 43 10.6 24.6' ......... 1.5w D LLING#1420*. . .. .... .2 .... ......... 10.1 05FJ I -E ZT. 2 iz EL 6.2 ELbJ --04rr i 44,1,,% : NJ 00b - 00, L -'v NJ. I04t NJ Z 01\ \ (�Q 6) i FLAG ASMVM9NflEQMAP ACTS v�----4 7,v TW4 TW 5.3 ER WALL tw 6.0 4.7 3 TW 5.3 CONC.BLOCK WALL 31 Vv HEAD - - -------EDGE rF MAINTAINED YARD/LA EL..23 1.8E - --Itc-- - cnT--- -- mj�wlS --2- nw . HEAD ml%v 0. m ls / - --WOOD--------2--- tw 3.5 t%y 3.5 -is--4----3- '78-00' '5 r '00 '9-C�91.50ff W 0 �IE WSPM EED 84.48' S 00 'D CANAL Mo ALONG WOO()BULKH LAND N,F OF DRFJ)GE ***NOTE THOMAS ONEILL r-o"N BULKHEAD AND SOUNDING ELEVATIONS RERFENCE MLW ().0 DATUM SHOWN THUS: tw3j 1,6.0 .. .................. m1W0.0 MLW SHORLINE ........... mhivEL2.5 REVISED 09-25-23 FEMA MAP#36103CO166H THE WATER SUPPLY, WELLS, DRYWLLS AND CESSPOOL LOCARONS SHOWN ARE FROM nELD OBSERVA77ONS AREA-37.376.70 SQ.FT. or 0.86 ACRES AND OR DATA OBTAINED FROM OTHERS. UNAUTHORIZED 7HORIZED A L TERA 77ON OR A DO'77ON To THIS SURVEY Y IS A VIOLATION OF SEC 770,V 720 ELEVA 77ON DA 7um. --NAVD8-8 MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED _9 OF 77.1E NEW YORK - SEAL SHALL NOT SrATE EDUCA77ON LAW COPIES OF THIS SURVEY EON, AND 7- OR WHOM 77-IE SURVEY IS PREPARED A BE CONSIDERED 7'0 BE A VALID TRUE COPY GUARANTEES INDICATED LISTED HEREON,PERSON OF THE ASSIGNEES OF THE LENDING No ON HIS BEHALF TO THE 777LE ONLY To T TED HEREON SHALL RUN E OFFSETS OR DIMENSIONS SHOWN HEREON FROM INS 77 7ZJ 77ON, COMPANY GOVERNMENTAL AGENCY AND LENDING lAfS777U77ON 7H GUARANTEES ARE NOT TRANSFERABLE.U rm NA 'AP U '0 H r NOT T R N Y 0 1, 0 T LISTES r D HE THE OFFSETS NOT INTENDED THE PROPERTY LINES 7-0 THE 0 X 0 TO MONUMENT THE PROPERTY AND/OR SUBSURFACE S7RUMRES LINES OR To GUIDE THE EREC77ON OF ARE FOR A SPECIFIC PURPOSE AND FENCES, ADDITIONAL STRUCTURES OR AND OTHERUSE THEREFORE THEY ARE SURVEY Y 0 RECORDED OR UNRECORDED ARE NOT GUARA UNLESS PHYSICALLY EVIDENr ON IMPROVEMENTS. EASEME RVE F. 1 6 INCL. S A T 7HE 77AfE SURVEY OF. LOTS 44-4 OF NEBTHE PREMISE OF SURVEY MAP OF: GOOSE NECK CERTIFIED TO: 1420 SMITH DRIVE LLC; FILED:NOV. 22, 1948 No. 1663 0 p FIDELITY NATIONAL TITLE INSURANCE COMPANY; SITUATED AT:BAY VIEW 4t TOWN OF.SOUTHOLD 0 SUFFOLK COUNTY, NEW YORK -N- - KENNETH M WOYCHUK LAND SURVEYING C 0 050 PL, 82 Proiessiona—�i—a�—nd7—nSurveying and Design bOgue FILE #223-132 SCALE: 1"=30' DATE: SEPT. 1 2023 P.O. Box 153 Aque New York 11931 Y.S. LISC No. 050882 PHONE (631)298-1588 FAX (631) 298-158e � 'S yy ✓ 1 PHOTO 2-AERIAL FROM ABOVE FACING NW Ir • -AERIAL •O ti •1 iCES fflffw""51�1 PHOTO • • FROM t • � wi, tE _. _ N t� yj� 5 4 tP R � �v�p ✓ A { PHOTO 6-GROUND LEVEL FACING SW fag mm a +Y t C r PHOTO 7-GROUND LEVEL FACING NE A . Q k� •o a v' t ♦:"Aw �F ^•! � y�y�, t,, fig,. yY,c ^ � y ' w: • • • a ,.,w' a� ^ya r+ sr ^"fir ......�� • Ilk iLu PHOTO 10—GROUNDLEVEL FACING NW �.a J �. e w •. aw S "'W ldlL J PHOTO 11-GROUNDLEVEL FACING SE n f� t 'r F, iCES ces • • 12—GROUNDLEVEL FACING NE Ai Y ra- I f Y� U.P. SMITl� PIPE N80o ��++i l jNl DI�IV 2.0'E 30�� EDGE OFPA�Mf SO(jr NT 0.9'E 7S I2, RZZZIS0 P. Z 00� L=76.62' uY w O IPE 0 w Io I` O m o I� I� w 65.6' I°v m SHED Iv co O V I I 3 I . U I - P. 0 0.8w GEN. 21.5' 1 CONC.DRIVEWAY GF70E :lp LOT43 10.6 27.3':::::::::::::::::::21.3' 24.6' ::31.3 ::::::: ::33.3':: :::: N , ::::2 S7YFRAME:::::::::::::::::::':'':: :':::� DWELLING#1420::::;:::::::::: ::::::::::::::::::: :10.0' i y 12DEMENCLOV .i •...•..;.;.;.•.. PoRpf CELIAII ig E .2 Sry0 L E .F i o a L 6 wFx ;`sPA: 6 i ci f' t z f , IONfXp2� IDNfX ANUUq(gOOD NCE vp lllv- L'E�'s Yp+h, i FLAG POLE ,: s o, AS — ANfILED _.._. .._._�.._.._.._.._.._Tf WAVfACTIp _ �y � !W5.3 S 57+10'17+ �/I (�— 7W 4.1 ==NDgRY JIMB�WAIL _ �_ 60 _.._.._.._.._.._...•— TW 4.7tw TW 5.3 QQBU CONC.BLOCK WAIL — — + _ w EL 2.5 —�pGE OF MAINTAINED YARD/ — r —3 WOOD BULKN .ml,v 0.0 - cr3.5 pv 3.5 99 C —`2�_3 3— —�' III I � ov3.5 —r—_-- —� w 'fg.o W 71ELfpIF.PEK6ED 84.48' S 47000'0011 C,A�tAL --_______-----' KEDGED MI Ny ALONG W00D BULKN� LAND N/F OF 1otH' THOMAS ONEILL soW - _a - RERFENCE: .....__..._.....,...�...__,....�_.a_,.__-.,.,,..�..�::.>:�>„ � .•.w-_.___._.�a�i'.,�:�_,_,.-..._,_ .....�:,< l'INEc'. . u n - :i�rJE'C"fit ` .a� (1)1420 Smith Dr. LLC ITaken Oct.29,2023 Looking SW s (2)1420 Smith Dr. LLC 4116 Taken Oct.23, 2023 Looking NE I •.j I �4 I. � � I � F , woo .. r Ma ° +'9�w• < ., +�It7kj r v s s+ _ ''" '„!"My "yCr, ,- IM }+icy,,, / • I t. 2023/ 101"9 12 03 .i,ii 7 � ♦..�w"�^ r .� I � .�L•.'�^K.. ic• pPY � 'T,. � ��`*y 1�v"�''�s a, 1y 1y�. may- Yi# ♦'��.y,,•. �• �<.-. •�,,.:��yl<n• .,�,y_,x.1 .# � ,<�r<i t Jam.1'.'•+4$111L ~I /y`�`C�,�,�}lJw�.♦»��'' II • �f yx'♦7w�y� ♦ �r - 1 1 , .',f' 7t�' �ti a ,.e.,• (5)1420 Smith Dr.LLC Taken Oct.29,2023 Looking SE C 7 lop �1t c-- 4 w �r` L � ,.�, �s.}c. .9a �,__r.c,•-r y �'- +die.j"1` 1 .. • nr�z 7 pt '� e;,y�, -.ry. =� Y�:- b t �•".#+�.rdr.RS �s•,< "'♦ �� j4.� 4 '"✓�� '., -f.r 77 -+al.' •�M e�-4.�,� ^�..r•aA� .c'" a ...r. �K'G' «G sit ,.- " r�.,� .d-r w4:t+r an"�.°°*°*.. ' - �t a <d4.�-""'�'+ �yw�y♦ ��+�,rl�r�.i ,y��.,�� '(, �,,, +r .. prT: .M.e _ , Ak'_ .� � ^ h �,�.��.� _<i � +yc�'�',�I��',y` a w�-��'�,'iA'<_.. •� 5.�� ;' - ♦�,..1 .C+ + _ 'C�,<T,"� �i✓ ♦ �:• r ��f p�vc..�y�. +y �� u::,'�� ♦' �� - )/(] N %�L�IL_ ., � '�,�,� �,i.,,,7/�*' �L: !�,.. � � a a� ��:? f�L.iU'�f O�L7Cl•_�I�1+��P � d a•�') ti (6)1420 Smith Dr.LLC Taken Oct.23, 2023 {{ Looking SE 1420 Smith Drive South Legend Write a description for your map. • Line Measure so s 4 �, fp 01, ai F\ryy1c .. -_ Find tax .. • . �address . . 59 t F 1 /y F At PROPERTIES OF APPLICANT ae 00 x BOARD OF SOUTHOLD TOWN TRUSTEES C SOUTHOLD,NEW YORK PERMIT NO. 6367 DATE: May 17,2006 ISSUED TO: THOMAS O'NEILL � PROPERTY ADDRESS: 1420 SMITH DRIVE SOUTH._ SOUTHOLD SCTM#76-3-10.1 AUTHORIZATION ; Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 17,2006,and in consideration of application fee in the sum of$150.00 paid by Thomas O'Neill and subjec to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland permit to replace in-place the bulkhead landward of the dock, dredging 60 cubic yards to minus 3.5' seaward of the dock, repairs to the dock and floating dock, planting of Spartina alterniflora along the shoreline, replacement of rip rap, boat launc mesh,with the condition that the fences parallel to the shoreline are removed, and all depicted on the plan prepared by Sea Level Mapping amended 11/13106. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Sea]to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. t ' o �o BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO.7207 DATE: NOVEMBER 18,2009 ISSUED TO: THOMAS O'NEILL j PROPERTY ADDRESS: 1420 SMITH DRIVE SOUTH.-SOUTHOLD SCTM#76-3-10.1 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter I I I of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on Y November 18,2009,and in consideration of application fee in the sum of$ 52 0.00 paid by Thomas O'Neill and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees �L authorizes and permits the following: ' I Wetland Permit to install a 69' low-profile bulkhead along the southern `. shoreline and connect to the existing southwestern-most vinyl bulkhead return; expand �� the existing fringe of tidal wetlands vegetation along the southern shoreline; and install' ' r a section of.GeoGrid matting measuring 101x7' between the AHW and ALW within the southwestern section of the subject property in order to allow for the launching and retrieving of small boats,with the conditions of the installation of a silt boom prior-to and during all intertidal operations surrounding the immediate project area, the fence parallel to the shoreline is to-be removed, and the bulkhead height is to-be constructed m� aAProximatel 1' below hi h water, and'as depicted on the site plan prepared by SuffolkEnvironmental Consulting,Inc.,last dated January 7,2010, andreceived on January 8,2010.. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. AJ- 4A. avid Ber n fA o �Q1Q� Peggy Dickerson L 0 •b NY 025'-Executor's Deed—Individual or Corporation(Single Sheet)'(NYBTU 8005) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT•THtS 1NSTRUMENT.SHOULD BE USED BY LAWYERS'ONLY THIS INDENTURE,made the _? day of Oc m ts.e ,in the year 2023 BETWEEN ( WILLIAM.D.MOORE,residing at 51020 Main Road,Southold;NY 1.1971 cop t3 as-executor (executrix )of the last will and testament of,THOMAS O'NEILL,late of SUFFOLK County, deceased, parry of the'-ftrst.part,and 1420 SMITH DRIVE LLC,doing business.at 6615 Main Road,Mattituck,NY 11952 pary,of the second part, WltNESSETH,that the parry of the first part,by virtue of the power and authority.given in and by said last will and testament,and in consideratiowof ONE MILLION THREE HUNDRED FIFTY THOUSAND DOLLARS AND 001100 (S1 33B 0$6:00) dollars,paid by the party:of the second part,does hereby grant and release unto the parry of the second art,the heirs or-successors and assigns of the parry of the second,part forever. I�349,0.ca _ ONe/ri./I:nN t�lree H�+w�.t� {+try ',q.l ALL that certain-plot,,piece'or parcel ofdand,with the buildings-and improvements.thereon erected,situate,lying'and being'in the PLEASE SEE ATTACHED SCHEDULE A,DESCRIPTION OF PREMISES Lot 0 to.001: BEING AND INTENDED TO BE the same premises descdribed'in a deed made by Theresa O'Neill to Thomas O'Neill dated January 29,1962 andaecorded February 2,.1962'in Liber 5121 at page 372,DocumentNo.111387,Certificate No. 52957. Lot 041.000: .BEING AND INTENDED TO BE the same premises described in a deed made by George W.Smith&Sons Inc.to Thomas O Neill dated January 8,1959 and recorded January-12,1959 in Liber 4572.page 20,Document No.88098, Certificate No.43611 Lot 021:004: BEING AND INTENDED TO BE the same premises described in,a deed made by Arthur A.O`Neill III and Louise E. O Neill to Thomas O'Neill'dated May 27,2008 and recorded June 19,2009 in Liber 12555 page 184 Said premises known as:1420 Smith Drive S.,Southold;NY 11971. 824 Smith Drive S.,Southoldi NY 11971 OffMain Bayvicw Road,Southold,NY 11971 TOGETHER with all right,title and interest,ifany,ofthe party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances,and also all the estate Which the said decedent had at the time of decedent's death in said premises,and also the estate therein,which the parry of the first part has or has power to convey or dispose of,whether individually,or by virtue of said will or otherwise;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party-of.the second part forever. AND the party of the first part covenants that the party'of the first,part has not done or suffered anything whereby the said premises have been incumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with:Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply'the.same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose.The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the parry of the first part has duly executeithis ecd the day and year first above written. IJ114) a Moou't L�xCC k-ro r FIDELITY'NATIONAL TITLE INSURANCE COMPANY TITLE NO. 7404-016985 SCHEDULE A-1 (Description of the Land) For Tax Map ID(s): 1000-076.00-03.00-010.001 1000-078.00-01.00-041.000. 1000-076.00-03'.00-021.004 AMENDED 10/3/2023 AS TO LOT 010.001 ALL that certain tract,parcel or piece of land, situate,lying and being at Bay View,Town of Southold,.County of Suffolk and State of New York,being known and designated as,Lot.Numbers 44-46 inclusive,on a certain map entitled,"Map.of Goose Neck,.situate at Bay'View,Town of.Southold,;Suffolk County, N.Y.,owned by G'.W.Smith&Sons,"made by Otto W.Van Tuyl, Licensed,Surveyor, Greenport, N.Y.,and filed in the Suffolk-County Clerk's Office on November 22,1948,as and by File No. 1663, bounded and described as follows: BEGINNING at a,point on the southerly side of Smith.Drive South,distant'1;245.58'northeasterly and,easterly from the c6mer.formed by the intersection of the southerly side of Smith Drive South with the easterly side of Main.Bayview Road; .RUNNING THENCE along the southerly side of Smith Drive South the-following 2 courses and distances: 1.North 80 degrees 30 minutes 00 seconds east 75.12 feet; 2.Along the arc of a curve bearing to the left with a radius of 160.00 feet,a distance of 76.62 feet; THENCE.South 34 degrees 26 minutes 20,seconds East,220.96 feet; THENCE_the following two courses and distances: 1.South 47 degrees 00 minutes 00 seconds West,78.00 feet;, 2.South 59 degrees 59 minutes.50 seconds West,84.48 feet; THENCE.North 30 degrees,30 minutes 00'seconds West,271..92 feet to the point or place of BEGINNING. AS TO LOT 041.000:. ALL that tract or parcel of meadowland situate,lying and being at Bayview, in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows: ALL that parcel shown as"Meadow of G.W.Smith&Sons"and"Proposed Canal"on"Map of Goose Neck",filed in the .Suffolk County Clerk's Office as Map No. 1663,being bounded•and described as follows: BEGINNING at a point•'where the most Southeasterly line of Lot.46,as shown on said map,intersects the Southwesterly line of said lot,said.point of beginning being 10.0 feet Southwesterly from the Easterly comer of said lot;from said point•of beginning; RUNNING THENCE Northeasterly.along said Lot 45,and along lots 44,43',42,41 and 40, as shown on said map,445 feet,more or less,to the Easterly comer of-said Lot 40; THENCE Easterly across the Northeasterly end of a 50 feet canal, 120 feet,more or less,to the Northerly comer of said Meadow; THENCE Southeasterly,and then Southwesterly along said meadow,650•feet,,more.or less; Commitment(orTlUe Insurance Printed: 10.03.23@ 09:33 AM Scheduie A-1 Description NY-FT-FRVH-01030.431004-SPS-1.23.7404.016985 FIDELITY NATIONAL TITLE'INSURANCE COMPANY TITLE NO.7404-O'16985 SCHEDULE A-'i (Continued) THENCE along.Parcel Two,herein below described, and across said 50 feet canal,North 50 degrees 45 minutes 40 seconds West a distance of 320 feet,more or less,to the point of BEGINNING. Containing 3 acres, more or less. Subject to the rights of others to use.said,50 foot-canal. ALL that,tract or parcel of,meadowland situate, lying and being at Bayview, in the Town of Southold,County,of Suffolk and State of New,York, bounded and described as follows: BEGINNING at the point,of beginning of Parcel One,hereinabove described;and running across said'50 foot canal along said Parcel One, South 50 degrees 45 minutes 40 seconds East a distance of 320 feet,more or less; THENCE.Southerly and then Southwesterly.,600 feet, more or less,to the Southeasterly edge of a 20 foot canal; THENCE Northwesterly along said 20 foot canal, 100 feet,more or less,to the.Southeasterly edge of said 50 foot canal; THENCE Northwesterly across said 50 foot canal, 90 feet,more or less,to the Southerly comerof land of Riley; THENCE Southeasterly'and then Northeasterly along said land of Riley and along land of Warden and land of O'Neill,.'330 feet, more or less,to the point or place,of BEGINNING. Containing 3.4 acres, more or less. Subject to the.rights.of others to use said 50 foot canal. AS TO LOT 021.004: ALL that certain'pilot,piece or parcel of land and.meadowland,situate,lying and being at,Bayview,near Southold,in the Town of Southold,County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the boundary line'between land formerly of Ray Young ad land of Jos. Barbarto at the point where said boundary line intersects:the Northwesterly shore of a 50 dredged canal,said point of beginning being 215 feet, more or less, Southeasterly along said boundary,line from Smith Drive South;from said point of beginning;. RUNNING THENCE Northeasterly along said Northwesterly shore of said 50 foot canal, being along said land of Barbato; land of White, land of the party of the second part, land of.Flanagan and across the Southeasterly end of a 58 foot,private road,about 365 feet to land conveyed by the party of the first part to Thos. O'Neill; THENCE along said land of Thos.O'Neill 2 courses,as follows: 1.Southeasterly across said 50 foot canal, 90 feet.more of less;thence 2.Southeasterly along the Northeasterly edge of 20 foot dredged canal, 100 feet, more or less;, THENCE Southwesterly across said 20 foot canal, 20 feet,more or less; THENCE_Southwesterly along Goose Creek about 200 feet to land conveyed by the party of the first part to Riley; THENCE along said land of Riley,being on the direct extension Southeasterly of said boundary line between land of Young and Barbato,North 51 degrees 00 minutes West about 300 feet to the point of BEGINNING. Subject to the rights of others to use said 50 foot canal and said 20 foot canal. Subject to the covenants and restrictions on deed dated April 1, 1959 and recorded in Liber 4692 page.417. AS TO ALL OF THE AFORESAID LOTS: Together with all the right title and interest of the party of the first part,of in and to all land now or formerly under the high �t water mark of Goose Creek and,the private canals,and to all accretions. Commitment for Tide Insurance Printed:10.03.23@ 09:33 API Schedule A-1 Description W-FT-FRVH-01030A31004-SPS-1-23-7404-016985 USEACKNOIFLEDGhfENTFOMIBEL01VIVITII1NNEfVYORKSTITEONLY.•' USE4CKNOWLEDGMENTFORMBELOtVi37THINNEIVYORKSTitTEONLY... State of New York,County of SUFFOLK,)ss.: Stnte,of New York,County of }ss.: On the 3 day of OCTOBER,in the year_2023 On the day of in the year before me,.the undersigned, personally appeared WILLIAM D. before me,the undersigned,personally appeared personally MOORE,personally known to me or proved to me on the basis of known to me or proved to me on the basis of satisfactory evidence satisfactory`evidence to be the individual(s).whose name(s)is(are) to be the individuals) whose names) is(are)subscribed-to the subscribed.to the within instrument and acknowledged to me that within instrument and acknowledged to' me that lielshe/they he/she/they executed,the same in his/her/their capacity(ics),and that executed the same in his/her/their capacity(ies), and that by ,by his/bedtheir signature(s)on the instrument,the individual(s),or his/her/their signature(s)on the instrument,.the individual(s);or the the,person upon:behalf of which the individual(s)acted,executed person upon behalf of which-the individual(s)acted,executed the the instrument. instrument. KYLEE S DEFRESE Q OTARY'PUBLIC-STATE.OF NEW YOR notary public r No.01DE6420156 Aualifiedin Suffolk County my Commission Expires 08-0272025 ACKNOiyuziofENTFORM FORUSEOUTSIDENEIVYORKSTATEONLY..• ACKNOwLEDGMENTFORAf FOR USEWITHINNEWYORKSTATEONLE` roar ofSiaie or Foreign 0eneral Acknow agment Certificate) (New York Subscribing IIitnvs,tabtomfedgmentCerly1ieatc) STATE'_OF )ss.: State of New York,County Of )ss.: (Complete frentie irithSlate_Country,Province or Ahmicipollry) On the day of in the year On the day of in the year before me,the undersigned,personally.appeared before me,the undersigned,personally appeared the subscribing witness to'the foregoing instrument,with whom I personally known tome or proved to me onthe basis of satisfactory am personally acquainted, who, being by me duly sworn, did evidence to be the iildividual(s)whose names)is(are)subscribed depose and say that he/she/they resides)in to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),.that.by his/her/ &Ae place ofresidence is Ina city,hichtde the street and street number,if their Signature(.)on the instrument,the individual(s),or the person any,lhereo)q:that he/she/they know(s)to be,the individual described upon behalf of which the individuals) acted, executed the in and.who executed the foregoing instrument;that said subscribing instrument. witness was.present and saw said execute'the,same- that said witness at the same time subscribed his/herit,heir name(s)as'a witness thereto. EXECUTOR'S DEED INDIVIDUAL OR CORWRAnox TITLE NO.7404.016985 DISTRICT 1000 SECTION'76.&78. WILLIAMD.MOO RE,os'Extcutor of the Estate ofThomas0'Neill BLOCK 3&I LOT 10:1,21.4&41 COUMTORTOWN SUFFOLKCOUNN TOWN OFSOUniOLD TO 1420 Smith Drive LLC RECORDEDATREQUESTOF Fidelity National Title Insurance Company RLTURNBt`ALIILTO Abigail Wiel:lum FIDELITY TIATIONAL TITLE Abigail MainRmd INSURANCE COAVANY PO Box 1424 incoRPORAM 1928 Mauitt):kNY 119S2 G�yf> �Ftdetity. �,X�' AlanhrNnYw!Smm faM77GAvabfbn w V O 3 Q¢ y u. O ¢ W V ` O m..Nxw A I III Mlww., f vv S , \ F_'\�, •y (� a w\7f �p X� `°p kf''� ?�•\ ti '�. '�'Ka,T,g�Lb+ �, ..��. �\E/° ^•�•• f � �\ aP w, _ -"\EGG /'/ 1 a •3.�.\//,�$ -tom/ 'sa ,6 /r��'�\,�i /„ �� ° �`S ` K, `\.�:•T: �/' < , �ay�//J `r�,�• T � ��I`� �Wa i � , A� �:r� / , r, COUNTY Of SUFFOLK Co N NOT GE N w.:ro 1 W? —SFC'ICN ND Xeat PNrrpd ty fax 9<rritt Agency xwne+x•�k*�'w � 076 �_— -- �. ...may. W asxwennaa x«nn,onvxc g0u111a1D N wxw �� "� a..y.. • . . t'a�Nerl.�.Me.Mu{,>NWl 'Aa MY piwinu Y ��ste'ruNtxa<.'ry i � --•-- ,..,;..:tea--- --"a-- .. m m . ,m '-------.. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: January 14, 2025 Re: LWRP Coastal Consistency Review for Cole Environmental Consulting on behalf of 1420 SMITH DRIVE, LLC SCTM# 1000-76-3-10.1 Cole Environmental Consulting on behalf of 1420 SMITH DRIVE, LLC requests a Wetland Permit for the existing two-story dwelling with attached garage (3,443.7sq.ft. footprint); existing enclosed seaward porch to be reduced to 10.9'x27.6' with proposed 20.6'x65.5' seaward patio; proposed 32.2'x6.6' second story rear deck; existing outdoor shower enclosure, wood deck, root cellar, and shed to be removed; existing garage to be reconfigured and converted to living space with 283.5sq.ft. of garage to remain and a with a 5.7'x19.8' first floor rear extension; proposed 16.0'x31.3' first floor landward extension; existing 59.8sq.ft. front porch to be enclosed for living space; proposed new 5.7'x27.8' front porch; proposed 38.5'x8.84' second floor addition within existing footprint; existing A/C units; and install gutters to leaders to drywells to contain roof runoff; abandon existing septic system and install an I/A OWTS system landward of dwelling; remove existing bulkhead on easterly side to be replaced using vinyl sheathing and raised to elevation 6.0' to match adjacent easterly neighbor; construct ±84 linear feet of new section of bulkhead (upper bulkhead) to continue west along length of property, landward of existing wetland line with ±11' vinyl return; install and perpetually maintain a 10' wide non-turf buffer for full width of property, landward of upper bulkhead and planted with Cape American beach grass with a 4' wide access path to dock; existing ±85 linear foot low-sill bulkhead to be replaced with new vinyl low-sill bulkhead with ±15' vinyl return; plywood bulkhead extensions, existing boat ramp and adjacent return to be removed; approximately 30 cubic yards of clean fill to be used for backfill; establish and perpetually maintain a 16' wide non-disturbance buffer in between low-sill and upper bulkhead, to be planted with Spartina patens; existing concrete wall and wood wall to be removed from upland; construct a proposed 4'x16' fixed catwalk with railing using Thru-Flow decking, a 3'x12' aluminum ramp, and a 6'x20' floating dock situated in an "L" configuration and secured by two (2) 8" diameter pilings. Located: 1420 Smith Drive South, Southold. SCTM# 1000-76-3-10.1 The action is recommended as CONSISTENT with the LWRP. On June 20, 2024, the Southold Town Zoning Board of Appeals determined that the action was CONSISTENT with the LWRP. To further Policy 6, it is recommended that the existing trees and vegetation be integrated into vegetated buffers to protect the marine wetlands. 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 `r i 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631)369-9445 Wetland Project Management December 12, 2024 Attn: Elizabeth Cantrell ® C' V E Town of Southold Board of Trustees DEC 1 6 2024 54375 Main Road P.O. Box 1179 _ Southold, NY 11971 Southold Town Board of Trustees Re:Site Plan Updated 12.01.24 - 1420 Smith Drive LLC 1420 Smith Drive South, Southold, NY 11971 SCTM: 1000-076.00-03.00-010.001 Dear Elizabeth, Enclosed are four(4)copies of the updated site plan,which was last updated on 12.01.24. 1 have also enclosed a copy of the ZBA approval along with a subsequent de minimus determination. Electronic copies of the ZBA documents were emailed previously. Should you need anything further,please do not hesitate to contact us. Sincerely, Kate Rummel Principal Cole Environmental Services, Inc. www.ColeEnvironmentalServices.com BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson + I �+'p 53095 Main Road•P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes y Town Annex/First Floor, Robert Lchnert,Jr. �( "1 54375 Main Road(at Youngs Avenue) Nicholas Planamento + Southold,NY 11971 http://southoldtownny.gov `�1 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 DEC 16 2024 October 8,2024 Southold Town Board of Trustees Abigail A. Wickham Wickham,Bressler&Geasa,P.C. P.O.Box 1424 Mattituck,NY 11952 Re: De Minimus Request,File#7916 1420 Smith Drive,LLC SCTM No. 1000-76-2-10.1 Dear Ms. Wickham; We are in receipt of your correspondence,dated October 4,2024,requesting a de minimus approval related to ZBA determination 47916, dated June 20, 2024, in which several variances were granted to allow the demolition(as per Town Code definition)and reconstruction of a single-family dwelling and an accessory garage. In your letter, you explained that the New York State Department of Conservation(NYSDEC)has asked the applicant to increase the area of the wetlands on subject lot by 810 sq.ft.,as shown on the amended site plan that you provided,which resulted in a decrease of the buildable area by the same amount; and has therefore, increased the Gross Floor Area by 60.8 sq.ft. I have reviewed your request,the copy of the Site Plan last revised September 13, 2024, and engineered plans depicting the increased wetlands and proposed bulkhead dated October 1, 2024 that you provided to the NYSDEC. I have determined that your request for an additional 60.8 sq.ft. of GFA is de minimus and reasonable since the site changes are beneficial to the natural environment. Please note all conditions of approval shall remain. Submit two (2) fully amended, dated, signed and sealed Site Plans/Surveys depicting the site changes, and contact our office if you have any fiuther questions. .Sin ,rely; I , lid Kanes Weisman, 'airpdrsvii cc:Building Department BOARD MEMBERS $Q�Ty Southold Town Hall Leslie Kanes Weisman,Chairperson �� O� 53095 Main Road-P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes G ` apQ Town Annex/First Floor, Robert Lehnert,Jr. Olj.�oU 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 littp:Hsoutlioldtownny.gov ® r� 11/] ZONING BOARD OF APPEALS TOWN OF.SOUTHOLD DEC 1 6 Te1. (631)765-I809 2��Q June 25,2024 Sout hold Town Board of Trustees Abigail Wickham Attorney at Law P.O. Box 1424 Mattituck,NY 11952 RE: ZBA Appeal#7916, 1420 Smith Drive,LLC 1420 Smith Drive South, Southold SCTM No. 1000-79-3-10.1 Dear Ms. Wickham; Transmitted for your records are copies of the Board's June 20, 2024 Findings, Deliberations and Determination, the originals of which were filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department. Pursuant to Chapter 250-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date .such variance was granted. The Board:`of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one(1)year terms. IT IS THE PIZOPERTY OWNER'S kESPONSIBILITY TO ENSURE COIVIPLIAINCE WITH TIME CORE REQUIRED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals If you have any questions, please call the office. Sincer y, MR E. Fuentes Board Assistant Encl. cc:Building Department r i i BOARD MEMBERS �tvg so �® Southold Town Hall Leslie Kanes Weisman, Chairperson �� 53095 Main Road-P.O. Box 1 179 Southold,NY 11971-0959 Patricia Acarnpora Office Location: Eric Dan tes p y� Town Annex/First Floor, Robert Lehnert,Jr. ©l/� Y 54375 Main Road(at Youngs Avenue) Nicholas Planamento �dUNI Southold,NY 11971 RECEIVED littp:Hsoutholdtownny.gov 4— � G g'•+`Z�,p ZONING BOARD OF APPEALS JUN 2 5 2024 TOWN OF SOUTHOLD n _ Tel. (631) 765-1809 'J'�l"y—.nrs — i, „� ®s®.6thdfd-Town-CIeK FINDINGS, DELIBERATIONS AND DETERMINATIO[ I DEC 1 6 2024 MEETING OF JUNE 20,2024 ZBA FILE:#7916 Southold Town NAME OF APPLICANT: 1420 Smith Drive LLC L Board of T rustees PROPERTY LOCATION: 1420 Smith Drive,South,Southold,NY SCTM No. 1000-76-3-10.1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type__Il category of the State's List of,Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated 3/15/2024 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated May 17, 2024. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. The LWRP labels the project as inconsistent due to the partial location of the property within a FEMA-AE Elevation 6 flood zone. The proposed additions and alterations are located in an X flood zone. However, with the conditions imposed herein, the Zoning Board now finds the proposed action to be ,CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The parcel is a non-conforming 37,376.70 square foot waterfront parcel located in an R-40 Zoning District. The parcel runs 162.48 feet of bulkhead frontage along a dredged canal, runs 271.92 feet on the west side, runs 220.06 on the north side along Smith Drive South,and 220.06 feet on the east side. The parcel is improved with an existing two-story frame dwelling and a shed. All is shown on a survey prepared by .Kenneth W. Woychuk L.L.S., last revised May 2,2024. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124; Article XXXVI,Section 280-207A(1)(d);and the Building Inspector's February 5,2024,Amended February 27,2024 Notice of Disapproval based on an application for a permit to demolish (as per Town Code definition) and reconstruct a single family dwelling and an accessory garage; 1) located less than the code required minimum side yard setback of 15 feet; 2) located less than the code required minimum combined side yard setback of 35 feet; 3) gross floor area exceeding permitted maximum square footage for lot containing up to 40,000 square feet in area; located at: 1420 Smith Drive, South,Southold,NY. SCTM No. 1000-76-3-10.1. - I u v U DEC 16 2024 Page 2,June 20,2024 97916, 1420 Smith Drive,LLC Southold TOW11 SCTM No. 1000-76-3-10.I Bo,)rd of Trustees RELIEF REQUESTED: The applicant requests a variance to demolish as per Town Code,and reconstruct a dwelling that will result in l)a side yard setback of 11.3 feet where town code requires a minimum 15-foot side yard setback. 2) A combined side yard setback of 33.7 feet where town code requires a minimum 35-foot combined side yard setback, and 3) a Gross Floor (GFA) area of 5,024.1 square feet where town code permits a maximum GFA of 4,877.70 square feet resulting in 146.35 sq. ft. over the permitted GFA. ADDITIONAL INFORMATION: In support of the application the applicant submitted ZBA file*6952 dated June 22,2016 approving a garage Modification with a l.9-foot side yard setback and legalizing an accessory shed with a non-conforming side yard setback located at 1540 Smith Drive. FINDINGS OF FACT/ REASONS.FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 6, 2024 at which time written and oral evidence were presented. Based upon all testimony,documentation, personal inspection of the property and surrounding neighborhood,and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law&267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties: The neighborhood is a waterfront neighborhood consisting of single family-properties.-The-house is an older home that has an existing.non-conforming.side yard setback. _The. proposed non-conforming Gross Floor Area (GFA) is only 146.35 feet over the allowed maximum GFA. The proposed re-construction of the existing dwelling is characteristic of a renovated home in this neighborhood. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant for the non-conforming single side yard setback cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance. The single side yard setback is existing. The benefit sought by the applicant for the non-conforming combined side yard setback and non-conforming GFA could be achieved by conforming to the code. 3. Town Law &267-b(3)(b)(3). The variances granted herein for the single side yard setback is mathematically substantial,representing 25%relief from the code. However,the single side yard setback is existing. The variances granted herein for the combined side yard setback is not mathematically substantial, representing 4% relief from the code. The variances granted herein for the non-conforming GFA is not mathematically substantial, representing 3% relief from the code. 4. Town Law &267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law&267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 267-1b. Grant of the requested relief is the minimum action necessary and adequate to enable the ,applicant to enjoy the benefit of a reconstructed dwelling while preserving and protecting the character tof the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Dantes,seconded by Member Planamento,and duly carried, to DEC 1 6 2024 Page 3,June 20,2024 #7916, 1420 Smith Drive, LLC SCTM No. 1000-76-3-10.1 Southold Town I Board of Trustees _ GRANT the variances as applied for,and shown on the Architectural Plans prepared by Martha B. Lane, Architect, last revised May 22,2024 and labeled A-300, D-100,A-101, A-102, A-200, A-201and survey prepared by Kenneth Woychuk, L.L.S., last revised May 4, 2024. I SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall install an Innovative Advanced (I/A) Septic System approved by the Suffolk County Department of Health Services. 2. The applicant shall receive a Wetlands Permit from the Town of Southold Board of Trustees. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. hYIPORTANT LLMITS ON THE APPROVALS)GRANTED HEREIN Please Read Carefully Any deviation front the survey, site plan and/or architectural drawings cited in this decisioin,'or►vork'exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a ne►v application: and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown of the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding tine scope of life relief granter! herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than:such uses,setbacks and odterfeatures as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Planamento, Acampora and Lehnert.(5-0) I4 r AeslieKanWeisman, Chairperson Approved for filing / �//2024 , .t Town Hall Annex Glenn Goldsmith,President 'iV►F ,� ` r}f� ' � N� 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly +�. Telephone 631 765-1892 Elizabeth Peeples �� .!� ;. . �? Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only 2 11 e 6 Coastal Erosion Permit Application In _ CEI X _Wetland Permit Application Administrative Permit E 0 CT 8 2024 Amendment/Transfer/Exte st n Received Application: 'lo S" dy Received Fee: S I.aSy Southold Town ustm ±Cmpleed Application- ttom`` BoardofTn Incmtoete: 11012�( SEQRA Class fica o�w Type I__ Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): =2erral onsistency Assessment Form Sent:Sent: l-4 l°1 _Date of Inspection: Receipt of CAC Report: _Technical Review: _Public Hearing Held: 1 Resolution: Owner(s)Legal Name of Property (as shown on Deed): 1420 Smith Drive LLC Mailing Address: 6615 Main Road, Mattituck, NY 11952 Phone Number: 631-484-4100 Suffolk County Tax Map Number: 1000- 076.00-03.00-010.001 Property Location: 1420 Smith Drive South, Southold, NY 11971 (If necessary, provide LILCO Pole#, distance to cross streets, and location) AGENT Of applicable): Cole Environmental Services Mailing Address: 425 Montauk Hwy, East Quogue, NY 11942 Phone Number: 631-369-9445 Email: Info@ColeEnvironmentalServices.com J 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631)369-9445 Wetland Project Management Project Description 1420 Smith Drive LLC 1420 Smith Drive South, Southold, NY 11971 SCTM: 1000-076.00-03.00-010.001 Proposed Bulkhead and Dock Project Existing bulkhead on easterly side of property to be replaced and raised to elevation 6.0 to match neighbor directly to the east. +/-84 linear foot new section of bulkhead(upper bulkhead)to continue west along length of property, landward of existing wetland line with+/-11' return. 10'wide non-turf buffer to be established for full width of property, landward of upper bulkhead,and planted with cape American beach grass. Existing+/-85 linear foot low sill bulkhead to be replaced to original condition with new+/-15' return. Plywood bulkhead extensions to be removed. Existing boat ramp and existing adjacent return to be removed. 16'non-disturbance buffer to be established between low-sill and upper bulkhead and planted with spartina patens. Approximately 30 cyds of clean fill to be used for backfill. Existing concrete wall and existing wood wall to be removed from upland. New proposed dock with 4'x 16'thru flow catwalk with railing,3'x 12'aluminum ramp,and a 6'x 20' float with two(2)8"pilings. 4'wide access path to dock through non-turf buffer. Proposed House Project Existing enclosed rear porch to be reduced to 10.9'x 27.6'with proposed 20.6'x 65.5' rear patio. Proposed 32.2'x 6.6'second story rear deck. Existing shower enclosure,wood deck,and root cellar to be removed. Existing garage to be reconfigured and converted to living space. 283.5 square feet of existing garage to remain with a 5.7'x 19.8'first floor rear extension. Existing shed to be removed. Existing 59.8 square foot front porch to be enclosed for living space. Proposed new 5.7'x 27.8'front porch. Proposed 38.5'x 8.84'second floor addition within existing footprint. www.ColeEnvironmentalServices.com 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631)369-9445 Wetland Project Management Proposed 16'x 31.3'front first floor addition (addition is attached to house,but more than 100'from wetland line). Please note that additional proposed work not included in this description, including an I/A sanitary system, is more than 100'from the wetland line. Proposed 8'x 5'deep drywells in both side yards. Silt fencing to be established landward of 10'buffer for full width of property. www.ColeEnvironmentalServices.com Board of Trustees Appl- _ tion GENERAL DATA Land Area(in square feet): 37,376.70 — Area Zoning: R-40 Previous use of property: Reisdential Intended use of property: Residential Covenants and Restrictions on property? Yes �No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? aYes gNo 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 g_No If"Yes", please provide copy of decision. his project req�=*; any demolition as per Town Code or as determined by the Building Dept.? ✓ Yes No Does the structure(s) on property have a valid Certificate of Occupancy? Yes=No Prior permits/approvals for site improvements: Agency Date Trustee Permit No.6367 05/17/06 Trustees Permit No.7207 11.18.09 ❑ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? W1 Nog Yes If yes,provide explanation: Project Description(use attachments if necessary): Please see attached project description. Board of Trustees Appl 'lion WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To protect home from coastal erosion and flooding, retain private access to the waterway, and increase living space for the homeowner. Area of wetlands on lot: 360 square feet Percent coverage of lot: 16.51 Closest distance between nearest existing structure and upland edge of wetlands: 61 _feet Closest distance between nearest proposed structure and upland edge of wetlands: 56'8° feet Does the project involve excavation or filling? ❑ No ✓ Yes If yes, how much material will be excavated?NIA cubic yards How much material will be filled? +/' 30 cubic yards Depth of which material wi11 be removed or deposited: feet Proposed slope throughout the area of operations: < 5 Manner in which material will be removed or deposited: Clean fill from upland source will be deposited behind bulkhead to meet existing grade. 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): There will be a minimal effect on tidal wetlands. The existing bulkheads will be replaced and conform to today's standards. Additional wetlands will be established landward of low sill bulkhead. The low sill bulkhead seaward of the upper bulkhead allows for shoreline stabilization while establishing wetlands and minimizing the bathtub effect. A non-turf buffer will be established landward of the upper bulkhead, protecting tidal waters further. 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1 -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 l 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 1 -Project and Sponsor Information Name of Action or Project: 1420 Smith Drive South - Bulkheads, Dock, and House Renovation Project Location(describe,and attach a location map): 1420 Smith Drive South, Southold, NY 11971 Brief Description of Proposed Action: Please see attached project description. Name of Applicant or Sponsor: Telephone: 631-369-9445 Cole Environmental Services E-Mail: Info@ColeEnvironmentalServices.com Address: 425 Montauk Hwy City/PO: State: Zip Code: East Quogue NY 11942 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? ❑ -1If 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. 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: ❑ Z NYS.DEC, NYSDOS, USACOE 3.a.Total acreage of the site of the proposed action? 0.82 acres b.Total acreage to be physically disturbed? U.01& acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0•82 acres 4. Che ka I land us at occur on,adjoining anfL9ar the propcC J action. Urban Rural(non-agriculture) Industrial Commercial Q✓ Residential(suburban) Forest agriculture ✓ Aquatic QOther(specify): Parkland Page 1 of 4 1 , 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? fJ 7 F� b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ✓ 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:'�Qic_Bay and Environs ❑ 121 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or nearthe site of the proposed action? in I c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ✓ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ 7 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: Existing_ septic system will be W1 ❑ abandoned and replaced with an I/A system. 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b. Is the nronosed action located in an archeological sensitive area? 1I Located in Archaeological Buffer Area 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? b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: SQo_s�r�e�C 14. ntify the typic bitat types that oc n,or are likely to be found on th -project site. Check all that apply: Shoreline Forest Agricultural/grasslands Early mid-successional ✓ Wetland HUrban ✓ 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? Bats ✓ 16.is the project site located in the 100 year flood plain? NO YES 1711, 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO If Yes, WIN � ❑ a. Will storm water discharges flow to adjacent properties? O ES b.Will storm water discharges be directed to established conveyance systems ff an m drains)? If Yes,briefly describe: No % ES -SiQrmwBteT—wKl--b_e_djr-ectdUo--dTAweLls, Page 2 of 4 r 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: 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: ❑ 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: ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Christopher Cole,Cole Environmental Services Date:10/4/24 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 1 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 I. Will the proposed action create a material conflictwith an adopted land use plan or zoning ❑ regulations? 11 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? El 4. Will the proposed action have an impact on the environmental characteristics that caused the El establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or a ❑ 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? EJ 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, ❑ a waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑; ❑ problems? 11. W ill 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 3. 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. EICheck 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. EJCheck this box ifyou 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. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631)369-9445 Wetland Project Management Project Description 1420 Smith Drive LLC 1420 Smith Drive South, Southold, NY 11971 SCTM: 1000-076.00-03.00-010.001 Proposed Bulkhead and Dock Project Existing bulkhead on easterly side of property to be replaced and raised to elevation 6.0 to match neighbor directly to the east. +/-844 linear foot new section of bulkhead(upper bulkhead)to continue west along length of property, landward of existing wetland line with+/-11'return. 10'wide non-turf buffer to be established for full width of property, landward of upper bulkhead, and planted with cape American beach grass. Existing+/-85 linear foot low sill bulkhead to be replaced to original condition with new+/-15' return. Plywood bulkhead extensions to be removed. Existing boat ramp and existing adjacent return to be removed. 16'non-disturbance buffer to be established between low-sill and upper bulkhead and planted with spartina patens. Approximately 30 cyds of clean fill to be used for backfill. Existing concrete wall and existing wood wall to be removed from upland. New proposed dock with 4'x 16'thru flow catwalk with railing,3'x 12'aluminum ramp,and a 6'x 20' float with two(2)8"pilings. 4'wide access path to dock through non-turf buffer. Proposed House Project Existing enclosed rear porch.to be reduced to 10.9'x 27.6'with proposed 20.6'x 65.5' rear patio. Proposed 32.2'x 6.6'second story rear deck. Existing shower enclosure,wood deck, and root cellar to be removed. Existing garage to be reconfigured and converted to living space. 283.5 square feet of existing garage to remain with a 5.7'x 19.8'first floor rear extension. Existing shed to be removed. Existing 59.8 square foot front porch to be enclosed for living space. Proposed new 5.7'x 27.8'front porch. Proposed 38.5'x 8.84'second floor addition within existing footprint. www.ColeEnvironmentalServices.com 425 Montauk Highway East Quogue,NY 11942 Environmental Consulting (631)369-9445 Wetland Project Management Proposed 16'x 31.3'front first floor addition(addition is attached to house, but more than 100'from wetland line). Please note that additional proposed work not included in this description, including an I/A sanitary system, is more than 100'from the wetland line. Proposed 8'x 5' deep drywells in both side yards. Silt fencing to be established landward of 10' buffer for full width of property. www.ColeEnvironmentalServices.com Board of Trustees Appl` tion AUTHORIZATION (Where the applicant is not the owner) I/We, t56tr C.Q_ Arie �a ifGe D S-40%6rme Lc owners of the property identified as SCTM# 1000- �{o ' 3 " /04 in the town of New York,hereby authorizes 0, I Cn✓1 On✓Y%Pr► to act as my agent and handle all r necessary work involved with the application process for permit(s) from the Southold Town Board-of Trustees for this property. Prop wner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS �� DAY OF 20 otary Public DONNA CHITUK NOTARY PUBLIC,STATE OF NEW PORK Registration No.OICH4851459 Qualified in Suffolk County Commission Expires August 18,2026 o ,a Board of Trustees Appl:- ion AFFIDAVIT /� me irtb�rs �� !y a 0Envi��ri vL�LL-c Ga,t_ � St a Cf_4 fy✓n �GZ-f;[C� a-S BEING DULY SWORN DEPO S AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS) 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 AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT(S) OR REPRESENTATIVES, INCLUDING THE CONSERVATION ADVISORY COUNCIL, TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. ignat e Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS DAY OF +� , 20 Notary Public DONNA CHFIUK NOTARY PUBLIC,STATE OF NEW YORK Registration No.OICH4851459 Qualified in Suffolk County Commission Expires August 18,2026 APPLICANUAGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE.FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.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. YOUR NAME: [ q 2 0 Sri A .)r'IVR, LL L (Last name,first name,giidd a 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 Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official 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 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 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 than 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. r DESCRIPTION OF RELATIONSHIP Submitted thisd /20q,q Signature Print Name Form TS 1 s Board of Trustees AppL tion PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: AT)T)P'PCc- J 76 STATE OF NEW YORK COUNTY OF SUFFOLK , residing at , being duly sworn, deposes and says that on the day of , 20 , 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 located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of 320 Notary Public Glenn Goldsmith,President ®F S0 Town Hall Annex A.Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® �® Fax(631) 765-6641 C®U0,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD PUBLIC HEARING FOR THIS PROPOSED PROJECT TO BE HELD ON WEDNESDAY, JANUARY 15, 2025 AT OR ABOUT 5:30P.M. IN THE TOWN HALL MEETING HALL LOCATED AT 53095 ROUTE 25, SOUTHOLD PROJECT DESCRIPTION FOR: Cole Environmental Services on behalf of 1420 SMITH DRIVE, LLC LOCATED: 1420 Smith Drive South, Southold. SCTM# 1000-76-3-10.1 For a Wetland Permit for the existing two-story dwelling with attached garage (3,443.7sq.ft. footprint); existing enclosed seaward porch to be reduced to 10.9'x27.6' with proposed 20.6'x65.5' seaward patio; proposed 32.2'x6.6' second story rear deck; existing outdoor shower enclosure, wood deck, root cellar, and shed to be removed; existing garage to be reconfigured and converted to living space with 283.5sq.ft. of garage to remain and a with a 5.7'x19.8' first floor rear extension; proposed 16.0'x31.3' first floor landward extension; existing 59.8sq.ft. front porch to be enclosed for living space; proposed new 5.7'x27.8' front porch; proposed 38.5'x8.84' second floor addition within existing footprint; existing A/C units; and install gutters to leaders to drywells to contain roof runoff; abandon existing septic system and install an I/A OWTS system landward of dwelling; remove existing bulkhead on easterly side to be replaced using vinyl sheathing and raised to elevation 6.0' to match adjacent easterly neighbor; construct ±84 linear feet of new section of bulkhead (upper bulkhead) to continue west along length of property, landward of existing wetland line with ±11' vinyl return; install and perpetually maintain a 10' wide non-turf buffer for full width of property, landward of upper bulkhead and planted with Cape American beach grass with a 4' wide access path to dock; existing ±85 linear foot low-sill bulkhead to be replaced with new vinyl low-sill bulkhead with ±15' vinyl return; plywood bulkhead extensions, existing boat ramp and adjacent return to be removed; approximately 30 cubic yards of clean fill to be used for backfill; establish and perpetually maintain a 16' wide non-disturbance buffer in between low-sill and upper bulkhead, to be planted with Spartina patens; existing concrete wall and wood wall to be removed from upland; construct a proposed 4'x16' fixed catwalk with railing using Thru-Flow decking, a 3'x12' aluminum ramp, and a 6'x20' floating dock situated in an "L" configuration and secured by two (2) 8" pilings. Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: J (, 1490 76 _ a _ 3 C) 7, -3 STATE OF NEW YORK COUNTY OF SUFFOLK V-0V(� 1P-UMlrv)el , residing at �) "adgevvood oyy ve. EC O QU 0n U e, N U t q q Z , being duly sworn; deposes and says that on the day of JCI In Vl Cl 20 "L�j, 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 located at ECt-�t o u oci u e , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURNRECEIPT. 10�u �l Signature Sworn to before me this Day of_1a0r)ur-j , 20 DENISE HAMILTON NOTARY PUBLIC STATE OF NEW YORK SUFFOLK COUNTY LIC.#01 HA6153762 COMM.EXP. 10/16/2026 otary P blic ", TM • Postal CERTIFIED MAILP RECEIPT 'n CERTIFIED MAIL D6mestic Mail Only Domestic Mail Only'. S(3uth-. 1 j)•— Certified Mail Fee eG [IR g � 1 h- Certified Mail Fee .,uti, fY°u•. $ t S Inj $ f°11? 9 j M Extra Services&Fees(checkbox,add fee_, lapp(4pr(ate l) /1 m Extra Services&Fees(chackbox,add fee a pr ate) ❑Return.Receipt(hardcopy) $ I I II i t, ?0",•�' ❑Return Receipt(hardcopy) $ s ./a{gyp !�t� j o El Return Receipt(electronic) $ - Postmak ❑Return Receipt(electronic) $ ° /�(� 0 �OSly� O ❑Certi iedMail Restricted Delivery $ Here, 'O ❑Certified Mail Restricted Delivery $. I I _'�I Here. 0 ❑Adult Signature Required $ - O []Adult Signature Required $ ilk ❑Adult Signature Aestricted,Delivery$ ❑Adult Signature Restricted Delivery$ p Postage $ry.}9 `p Postage $s°59 ru $11.54 Iru $11°54 GREGORY TYRER&ANN MIKAL ,a ROBERT&EMILY SCHACHTER ru - ------------.. ru I3 P.O. BOX 824 o P,O. BOX 1456 tti SOUTHOLD,NY 11971 ; "' . SOUTHOLD,NY 11971 TM • • Postal o RECEIPT FIED MAILP RECEIPT CERTI ;rU estic Mail Only —bom Er Domestic Mail Only 1co • mM tints So LW t s SOU )1 �� r'.- Certified Mail Fee 85 �+ j 19.I. r.. Certified Mail Fee a r 35 i9nj r ft.�•. F°u m I 9 $ 0 7 2025 Extra Services&Fees(check box,add fee pm tat! qy pp�y ] I M Extra Services&Fees(checkbox,a dfee�s p rate) - $❑Return Receipt(hardcopy) $ O r' °°" 0 1 202 R+ ❑Return Receipt(harcicopy) °-" ❑Return Receipt(electronic) $ !•��I Postmark - ❑Return Receipt(electronic) p stmtar la O ❑Certified Mail Restricted Delivery $ 4 l.l I t h` Mere ❑Certified Mail Restricted Delivery $- Here ' E3 []Adult Signature Required $ + r �__ ❑Adult Signature Requlred $ []Adult Signature Restricted Delivery$ ' _ ❑Adult Signature Restricted Delivery$ US? L7 Postage r �.j ^ r ps IO Postage r. Iv $11.54 ru $11°54 a TIMOTHY&MARGARET HOLLOWELL ; DAVID&SONDRA RUSSELL 0 1280 SMITH DRIVE SOUTH """""'"""" C3 1375 SMITH DRIVE SOUTH -"'- --.�- SOUTHOLD,NY 11971 SOUTHOLD, NY 11971 Glenn Goldsmith,President �StFFIIJA, Town Hall Annex A.Nicholas Krupski,Vice President �� Gym 54375 Route 25 Eric Sepenoski y = P.O.Box 1179 Liz Gillooly p Southold,NY 11971 Elizabeth Peeples �4j�1 �a0� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of 1420 SMITH DRIVE,LLC COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DD r 9 W,F-01GI0LARME�T o r S �,"a 1911 WE- 5 M IT- SHE-- -�;�-. ��1�ECO�VIPL�r�� F S'p�.�•`,R�11�I�O��E�l 4 I��I� � �R� . �;ER I, �P�e I-OMMe , residing at/dba5 wedgwood tDr►ve, East©ucclue, i, l � t1c)w2 being duly sworn, depose and say: a1 That on the 0 day of JC1nun Y- � , 202_':�, I personally posted the property known as 142-0 SNm i- h YD VP, Sou+h,Sj- utviold,t-�y I ►g ri 1 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,January 15,2025. Dated: (signature) Sworn to before me thi DENISE HAMILTON 1� day of J� 2O NOTARY PUBLIC STATE OF NEW YORK � ( SUFFOLK COUNTY LIC.#01 HA6153762 COMM.EXP. 10/16/2026 OJA otary P is i4OTICE 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: 1420 SMITH DRIVE, LLC SUBJECT OF PUBLIC HEARING: Please see attached Project Description Page posted with this notice. TIME & DATE OF PUBLIC HEARING: Wednesday, January 15, 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 LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. 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 significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3: 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 details listing both supporting and non- sunporting 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# 1000 .076.00-03.00_010.001 PROJECT NAME 1420 Smith Drive South-Bulkheads, Dock,and House Renovation The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑✓ Board of Trustees ❑✓ 1. 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: See attached project description. F f', Location of action: 1420 Smith Drive South,Southold, NY 11971 Site acreage: 0.88 Present land use: Residential Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: 1420 Smith Drive LLC (b) Mailing address: 6615 Main Road, Mattituck, NY 11952 (c) Telephone number: 631-4844100 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? NYSDEC,NYSDOS,USACOE 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. W1Yes ❑ No ❑ Not Applicable The proposed residential addition is modest and in keeping with the character of the community while comfortably increasing living space for the homeowner. The proposed work at the water mitigates work done by previous owners,retains safe access to the water,and helps to improve the health of the creek with the establishment of non-turf buffers and additional wetlands. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LNW Section III—Policies Pages 3 through 6 for evaluation criteria ✓❑ Yes ❑ No ❑ Not Applicable r s .. Proposed modifications fare in keeping with the character of the area. Disturbance will be minimized to the greatest extent possible. 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 a Yes ❑ No❑ Not Applicable Proposed remediation of low sill bulkhead will bring it to fully functioning condition and modifications to the house keep within the character of the community. Proposed buffers will help enhance the aesthetics of the property. 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 W Yes ❑ No ❑ Not Applicable Proposed remediation of bulkheads,establishment of additional wetlands,and establishment of a non-turf buffer will help minimize loss of structures and protect natural resources from flooding and erosion. �4 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 E]Not Applicable The proposed project includes the establishment of a non-turf buffer as well as the establishment of additional wetlands as part of a non-disturbance buffer. Both buffers will help protect and improve water quality within the creek. Proposed dock will be constructed with thru flow decking,allowing light to penetrate through and allowing vegetation to grow beneath,which will help protect water quality. 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. W1 Yes ❑No ❑ Not Applicable The proposed project includes the establishment of additional wetlands as part of a non-disturbance buffer which will help protect and restore the quality and function of the local ecosystem. The establishment of the non-turr buffer will help prevent pollutants from entering the waterway, further protecting the quality of the wetlands and waterway. Proposed dock will be constructed with thru flow decking,allowing light to penetrate through and allowing vegetation to grow beneath,which will help protect water quality and the function of the wetlands. Attach additional sheets ifnecessary 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. nn ❑ Yell No❑✓ Not Applicable Attach additional sheets if necessary t WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP 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 0 Not Applicable Agent, PREPARED BY Chistopher Cole TITLE Cole Environmental Services DATE 10/4/24 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631)369-9445 Wetland Project Management Project Description 1420 Smith Drive LLC 1420 Smith Drive South, Southold, NY 11971 SUM: 1000-076.00-03.00-010.001 Proposed Bulkhead and Dock Proiect Existing bulkhead on easterly side of property to be replaced and raised to elevation 6.0 to match neighbor directly to the east. +/-84 linear foot new section of bulkhead(upper bulkhead)to continue west along length of property,landward of existing wetland line with+/-11' return. 10'wide non-tun` buffer to be established forfull width of property,landward of upper bulkhead,and planted with cape American beach grass. Existing+/-85 linear foot low sill bulkhead to be replaced to original condition with new+/-15'return. Plywood bulkhead extensions to be removed. Existing boat ramp and existing adjacent return to be removed. 16'non-disturbance buffer to be established between low-sill and upper bulkhead and planted with spartina patens. Approximately 30 cyds of clean fill to be used for backfill. Existing concrete wall and existing wood wall to be removed from upland. New proposed dock with 4'x 16'thru flow catwalk with railing, Tx 12'aluminum ramp,and a 6'x 20' float with two(2)8"pilings. 4'wide access path to dock through non-turf buffer. Proposed House Proiect Existing enclosed rear porch to be reduced to 10.9'x 27.6'with proposed 20.6'x 65.5' rear patio. Proposed 32.2'x 6.6'second story rear deck. Existing shower enclosure,wood deck,and root cellar to be removed. Existing garage to be reconfigured and converted to living space. 283.5 square feet of existing garage to remain with a 5.7'x 19.8'first floor rear extension. Existing shed to be removed. Existing 59.8 square foot front porch to be enclosed for living space. Proposed new 5.7'x 27.8'front porch. Proposed 38.5'x 8.84'second floor addition within existing footprint. www.ColeEnvironmentalServices.com ., 425 Montauk Highway East Quogue,NY 11942 Environmental Consulting (631)369-9445 Wetland Project Management Proposed 16'x 31.3'front first floor addition(addition is attached to house, but more than 100'from wetland line). Please note that additional proposed work not included in this description, including an I/A sanitary system, is more than 100'from the wetland line. Proposed 8'x 5'deep drywells in both side yards. Silt fencing to be established landward of 10' buffer for full width of property. www.ColeEnvironmentalServices.com 425 Montauk Highway y East Quogue, NY 11942 (631)369-9445 Environmental Consulting www.ColeEnvironmentalServices.com WetlandlProjdct Management October 4,2024 Town of Southold E C Board of Trustees R 54375 Main Road P.O. Box 1179 OCT — g Southold, NY 11971 Re:1420 Smith Drive—Low Sill Bulhead,Dock,and Renovation Southold Town 1420 Smith Drive LLC Board of Trustees 1420 Smith Drive South, Southold,NY 11971 SCT M:1000-076.00-03.00-010.001 To Whom It May Concern, Client seeks obtain a wetland permit for the remediation and raise of the existing low sill bulkhead,installation of a catwalk, ramp and float,and renovation of the existing residence.The property owner,Gary Salice,previously paid an application fee of$1,250.00 when an application for this project was previously submitted. Gary spoke with members of the Town regarding using this application fee for the current application. We have included a check for a new application fee of $1,250.00. If this check is no longer needed,please void and destroy. Please find the enclosed items: 1. Application fee of$1,250.00 check#0688 2. 4x Application with project description 3. 4x SEAF Form 4. 4x LWRP Consistency Assessment Form S. 4x Authorization Form 6. 4x Agent Authorization 7, 4x Transactional Disclosure Form 8. 4x Operating Agreement 9. 4x Photo sheet 10. 4x Survey by Kenneth M.Woychuk of Professional Land Surveying and design dated 9/10/24 11. 4x Construction Scope Plans by Ken Quigley dated 10/1/24 12. 4x Site plans created by Martha B. Lane of Bacon Lane Architect revised 9/13/24 Should you need anything further,please do not hesitate to contact us. )'a/KP-3 (')CH Sincerely, iFGp— r� Cto (5nV,Sef �a,r CA,# 0689 ;ZC� 1ee 1111312-Y Summer Looney /la c ) 4pr Ilc-- FPS. /)o 1—!VeGGS-'Gr e 631.369.9445 6-TSs f e-c n'c/ LLB ck-0-/ak� Info@ColeEnvironmentalServices.com I Cole Environmental Services,Inc. �Gn 1 a 'A r fS yviv L,C- KI1312-V -=t Can` - - -- -, Fron4� Sent d P14A�S ,I�Qq.Q� ry 31, 2024 1 To • n.net' Cc: roJ{-CT Subl J ve LLC; SCTM �R�V lSt� C,k MiklC�� f� r I als i �"�-c� /� '� BA so until a i (� \ n will not 4 U S� �n Adrl 10 (V CJ` J Town of Southold --- - Board of Trustees Office: 631-765-1892 Email: elizabethcCsoutholdtownny.goc From: Cantrell, Elizabeth Sent:Wednesday,January 31, 2024 12:16 PM To: mkimack2@verizon.net Cc: Goldsmith, Glenn <glenn.goldsmith@town.southold.ny.us> Subject: 1420 Smith Drive LLC; SCTM#1000-76-3-10.1 Mike, Regarding the above referenced application it has been deemed incomplete for the following reasons. OThe office requires a set of the full and latest construction plans depicting dimensions and a legend of proposed for the proposed dwelling along with the survey provided. Vfhe survey is incomplete as it does not contain dimensions for each proposed new structure. agThis project has yet to be determined by the Building Dept.whether the scope of work will deem it a demolition per own Code definition of demolition which you need to investigate. If this is not investigated or not applied for to this V office but at a later date the Building Dept.deems this a demolition,either a Full Amendment or a new Wetland Permit application will have to be applied for prior to having a Building Permit issued. The determination of type of Trustee permit will be decided if required. e The project description does not describe the current size (sq.ft.footprint) of dwelling and if I is a one story or two story. B The project description does not describe the total square footage of the proposed dwelling. ,a The project description is missing a number of proposed additions that-are-shown-on-the-survey. p_T_he—projec-t descriptiorrts missing theinformation regarding the septic,gutters to leaders to drywells. pThe survey has a proposed pool enclosure? Please elaborate—indoor pool/other? If exterior pool, pool fencing, designated pool drywell and pool equipment area to be depicted on the survey and in project description. A pier line including the proposed dwelling additions need to be submitted for the file and Board's review. �e Also, please note that the floating dock appears to have been removed from the water since 2017 and the boat has been tied to the bulkhead to date so the floating dock that is proposed may have to be a permitted as a new float not existing. 1 Due to all of the currently re(, red information,this application will not, "eard at our February 14, 2024 public hearings. Once all is submitted and no other information required/requested the application will be placed onto a future public hearing date. Administrative Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabetlhc@southoldtoa,nny.g 2 COUNTY OF SUFFOLK EDWARD P. ROMAINE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT, MD, MPH Commissioner Kenneth Woychuk June 21, 2024 P.O. BOX 153 Notice#: 2 AQUEBOGUE, NY 11931 1420 SMITH DRIVE SOUTH Tax Map: 1000076000300010001 Record ID: R-24-0656 Notice of Incomplete Application Kenneth Woychuk, This office has reviewed your application for the above referenced project. The following will be required prior to any further processing of the application for approval to construct: Plans are acceptable pending DEC and Town Wetlands Permits To avoid delays in the processing/approval of your application, paperwork and documents should be submitted using the online portal. Electronic submission will ensure priority processing. Please note that alterations of surveys/plans must be made by a licensed design professional or surveyor and be properly certified. Photocopies of documents and penciled in corrections are not acceptable. Please do not hesitate to call (631) 852- 5700 with any questions. Regards, Nicolas Meyers Public Health Sanitarian CC: ICHARD ATO ® C E Q V E 01 JUL 1 2 2024 Southold Town Board of Trustees DIVISION OF ENVIRONMENTAL QUALITY-OFFICE OF WASTEWATER MANAGEMENT 360 Yaphank Avenue,Suite 2C,Yaphank,NY 11980 • (631)852-5700 1 Fax(631)852-5755 Page 1 of 1 Received �q)1® TOWN OF SOUTHOLD MAY 2 3 2024 BUILDING DEPARTMENT SOUTHOLD,N.Y. Zoning Board of Appeals NOTICE OF DISAPPROVAL DATE:February 5,2024 AMENDED:February 21,2024 AMENDED:February 27,2024 AMENDED: May 8,2024 " AMENDED:May 23,2024 TO: Abigail Wickham(1420 Smith Drive LLC) PO Box 1424 Mattituck,NY 11952 Please take notice that your application dated October 30,2023: For permit:to demolish(as per Town Code definition)and reconstruct a single-family dwelling and an accessory garage at: Location of property: 1420 Smith Drive South, Southold,NY County Tax Map No. 1000—Section 76 Block 3 Lot 10.1 . Is returned herewith and disapproved on the following grounds: The proposed construction,on this nonconforming 37,376.70 sq ft.lot(37,036.70 sq ft buildable land)in the R 40 District,is not permitted pursuant to Article XXHI Section 280-124 which states lots measuring 20,000-39,999 square feet in total size require a minimum side yard setback of 15 feet and a combined side yard setback of 35 feet. The proposed minimum side yard setback is 11.3 feet and the combined side yard setback is 33.7 feet. The proposed single-family dwelling is not permitted pursuant to Article XXXVI Section 280- 207A(b),which states:"the gross floor area shall not exceed the permitted square footage calculated as follows:Lots containing up to 40,000 square feet of lot area:4,350 square feet maximum plus 7.5%of the lot area in excess of 30,000 sq ft up to a total of 5 100 sq ft. maximum." The permitted gross floor area for this lot is 4,877.7 sq.ft. The proposed gross floor area is 5,024.1 sq.ft. This Notice of Disapproval has been amended to reflect revised plans last dated May 22, 2024. Authorized Signature Note to Applicant:Any change or deviation to the above referenced,application may require further review by the Southold Town Building Department. CC:file,Z.B.A. BOARD MEMBERS ��Ig$O(/T�� Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road•P.O. Box 1179 Southold,NY 11971-0959 Patricia Aeampora Office Location: Eric Dantes p ypQ Town Annex/First Floor, Robert Lehnert,Jr. 00UNTY 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 ]rttp://soutlioldtownny.gov ZONING BOARD OF APPEALS DEC E � VE TOWN OR SOUTHOLD Tel. (631)765-1809 JUL :Town June 25,2024 SoutholAbigail Wickham Board of Attorney at Law P.O. Box 1424 Mattituck,NY 11952 RE: ZBA Appeal#7916, 1420 Smith Drive, LLC 1420 Smith Drive South, Southold SCTM No. 1000-79-3-10.1 Dear Ms. Wickham; Transmitted for your records are copies otthe Board's June 20,2024 Findings, Deliberations and Determination, the originals of which were filed with the Town Clerk regarding the above variance application. Before cornmencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed-rvith the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board'of Appeals may, upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S kESPON81WLIT TO ENSURE COIV JPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals If you have any questions, please call the office. Sincer y, Kiiii E. Fuentes Board Assistant Encl. cc: Building Department i BOARD MEMBERS ��®f SO(/T�® Southold Town Hall Leslie Kanes Weisman, Chairperson �� <'® 53095 Main Road• P.O. Box 1179 Southold,NY 11971-0959 Patricia Acarnpora Office Location: Eric Dantes O �p Town Annex/First Floor, Robert Lehnert, Jr. COUNfl'� 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 RECEIVED ((�' http://southoldtownny.gov ® l� ZONING BOARD OF APPEALS JUN 2 5 2024 JUL 1 2 2024 TOWN OF SOUTHOLD Tel. (631) 765-1809 ax-4 xaa�� Southold Town Clerk Southold Town Board of Trustees INDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 20,2024 ZBA FILE:#7916 NAME OF APPLICANT: 1420 Smith Drive LLC PROPERTY LOCATION: 1420 Smith Drive, South, Southold,NY SCTM No. 1000-76-3-10.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this -..---application-and_determines-that-th is-rev iew_fal Is-under_the_Type.1I._category_of the State's_List of Actions, without ,further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated-3/15/2024 stating-that-this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated May 17, 2024. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. The LWRP labels the project as inconsistent due to the partial location of the property within a FEMA•AE Elevation 6 flood zone. The proposed additions and alterations are located in an X flood zone. However, with the conditions imposed herein, the Zoning Board now finds the proposed action to be CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The parcel is a non-conforming 37,376.70 square foot waterfront parcel located in an R-40 Zoning District. The parcel runs 162.48 feet of bulkhead frontage along a dredged canal, runs 271.92 feet on the west side,runs 220.06 on the north side along Smith Drive South,and 220.06 feet on the east side. The parcel is improved with an existing two-story frame dwelling and a shed. All is shown on a survey prepared by Kenneth W. Woychuk L.L.S., last revised May 2,2024. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124; Article XXXVI, Section 280-207A(1)(d); and the Building Inspector's February 5,2024, Amended February 27,2024 Notice of Disapproval based on an application for a permit to demolish (as per Town Code definition) and reconstruct a single family dwelling•and.an accessory garage;,l) located less than the code required minimum side yard setback of 15 feet; 2) located less than the code required minimurn combined side yard setback of 35 feet; 3) gross floor area exceeding permitted maximum square footage for lot containing up to 40,000 square feet in area; located at: 1420 Smith Drive, South, Southold,NY. SCTM No. 1000-76-3-10.1. JUL 1 2 2024 Page 2,June 20,2024 #7916, 1420 Smith Drive, LLC SCTM No. 1000-76-3-10.1 Southold Town Board of Trustees RELIEF REQUESTED: The applicant requests a variance to demolish as per Town Code,and reconstruct a dwelling that will result in 1) a side yard setback of 11.3 feet where town code requires a minimum 15-foot side yard setback. 2) A combined side yard setback of 33.7 feet where town code requires a minimum 35-foot combined side yard setback, and 3) a Gross Floor (GFA) area of 5,024.1 square feet where town code permits a maximum GFA of 4,877.70 square feet resulting in 146.35 sq.ft. over the permitted GFA. ADDITIONAL INFORMATION: In support of the application the applicant submitted ZBA file#6952 dated June 22, 2016 approving a garage Modification with a 1.9-foot side yard setback and legalizing an accessory shed with a non-conforming side yard setback located at 1540 Smith Drive. FINDINGS OF FACT/REASONS FORWARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 6,2024 at which time written and oral evidence were presented. Based upon all testimony,documentation, personal inspection of the property and surrounding neighborhood,and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law§267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is a waterfront neighborhood consisting of — single-family-properties.—The-house-is-an-older-home-that-has an-existing-non-conforming_side-yard setback.- The proposed non-conforming Gross Floor Area (GFA) is only 146.35 feet over the allowed maximum GFA. The proposed re-construction of the existing dwelling is characteristic of a renovated home in this neighborhood. 2. Town Law§267-b(3)(b)(2). The benefit sought by the applicant for the non-conforming single§ide yard setback cannot be achieved by some method, feasible for-the applicant to pursue- other than-an area variance! The single side yard setback is existing. The benefit sought by the applicant for the non-conforming combined side yard setback and non-conforming GFA could be achieved by conforming to the code. 3. Town Law &267-b(3)(b)(3). The variances granted herein for the singlei side yard setback is mathematically substantial,representing 25% relief from the code. However,the single side yard setback is existing. The variances granted herein for the combined side yard setback is not mathematically substantial, representing 4% relief from the code. The variances granted herein for the non-conforming GFA is not mathematically substantial,representing 3% relief from the code. 4. Town Law $267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a reconstructed dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes,seconded by Member Planamento,and duly carried, to 1 Page 3,June 20,2024 #7916, 1420 Smith Drive, LLC SCTM No. 1000-76-3-10.1 GRANT the variances as applied for,and shown on the Architectural Plans prepared by Martha B. Lane, Architect, last revised May 22,2024 and labeled A-300, D-100, A-101, A-102, A-200, A-20land survey prepared by Kenneth Woychuk, L.L.S., last revised May 4,2024. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall install an Innovative Advanced (I/A) Septic System approved by the Suffolk County Department of Health Services. 2. The applicant shall receive a Wetlands Permit from the Town of Southold Board of Trustees. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVAL(S)GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work eYceer ing the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the reliefgranted herein, are not authorized under this application when involving nonconformities tinder the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and otherfeatures as are expressly addressed in this action.'. TIME LMTS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not,been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1) year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Planamento, Acampora and Lehnert.(5-0) XLrtn s Weisman Chairperson Approved for filing l/2024 JUL 1 2 2024 Southold Town Board of T rustees ' Og11FFQJIr J ��0� coGy Caroline Burghardt,Chairperson y Town Hall,53095Main Rd. Lauren Standish,Secretary P.O.Box 1179 �` • '� Southold,NY 11971 Telephone(631)765-1889 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., February 7, 2024, the following recommendation was made: Moved by Shannon Wright, seconded by Inga Van Eysden, it was RESOLVED to NOT SUPPORT the application of 1420 SMITH DRIVE LLC to remove the existing 75' timber wall, 33' of existing concrete block wall, 60 sf. timber ramp, and existing 60 sf. shed. Remove existing plywood to top of 6"X 6" whaler, cut poles to top of pilings along 75 If. of bulkhead. Remaining low sill bulkhead to remain to keep soils landward from eroding and washing away Spartina Alterna flora. Remove existing plywood from existing vinyl bulkhead and add new vinyl sheets, whalers and conventional tie back system, or substituted helical at contractors' discretion to raise top of bulkhead to +6' elevation to match height of easterly adjoining bulkhead. Construct 11 If. return along easterly property line to connect to existing concrete block wall. Construct new 82 If. of vinyl retaining wall with a 17' seaward extension to connect to existing (raised) vinyl bulkhead and an 18 If. return along the westerly property line to end at grade. Construct new fixed walkway and relocated floating dock with ramp. Create 10' non-turf buffer seaward of the new retaining wall and landward raised vinyl bulkhead. Proposed addition to northwest side of existing dwelling 501.6 sf. Proposed front porch 155.6 sf., proposed front porch 155.6 f. proposed addition to dwelling adjacent to porch 62.7 sf, proposed garage addition to landward side of existing garage 521.2 sf., proposed mudroom addition to back of existing garage 189.6 sf., proposed patio at seaward side of dwelling 837.5 sf. and proposed pool enclosure at seaward side of dwelling adjacent to patio 566.5 sf. Located: 1420 Smith Drive Southold. SCTM#76-3-10.1 Inspected by: Shannon Wright The CAC does Not Support the application due to the location of the proposed pool 20' from the flood zone, and the overall sensitivity of the area, which continues to flood. All activity seaward of the dwelling is out of compliance with Ch. 275. Vote of Council: Ayes: All Motion Carried Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Wednesday,January 31, 2024 12:29 PM To: 'mkimack2@verizon.net' Cc: Goldsmith, Glenn Subject: RE: 1420 Smith Drive LLC; SCTM# 1000-76-3-10.1 i Mike, I also just found out this dwelling project will need ZBA so until a ZBA determination has been issued this application will not be heard. Administrative Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.gov From:Cantrell, Elizabeth Sent:Wednesday,January 31,202412:16 PM To: mkimack2@verizon.net Cc:Goldsmith,Glenn<glenn.goldsmith@town.southold.ny.us> Subject: 1420 Smith Drive LLC; SCTM#1000-76-3-10.1 Mike, Regarding the above referenced application it has been deemed incomplete for the following reasons. The office requires a set of the full and latest construction plans depicting dimensions and a legend of proposed for the proposed dwelling along with the survey provided. The survey is incomplete as it does not contain dimensions for each proposed new structure. This project has yet to be determined by the Building Dept.whether the scope of work will deem it a demolition per Town Code definition of demolition which you need to investigate. If this is not investigated or not applied for to this office but at a later date the Building Dept.deems this a demolition,either a Full Amendment or a new Wetland Permit application will have to be applied for prior to having a Building Permit issued. The determination of type of Trustee permit will be decided if required. The project description does not describe the current size (sq.ft.footprint)of dwelling and if I is a one story or two story. The project description does not describe the total square footage of the proposed dwelling. The project description is missing a number of proposed additions that are shown on the survey. The project description is missing the information regarding the septic,gutters to leaders to drywells. - The survey has a proposed pool enclosure? Please elaborate—indoor pool/other? If exterior pool, pool fencing, designated pool drywell and pool equipment area to be depicted on the survey and in project description. A pier line including the proposed dwelling additions need to be submitted for the file and Board's review. Also, please note that the floating dock appears to have been removed from the water since 2017 and the boat has been tied to the bulkhead to date so the floating dock that is proposed may have to be a permitted as a new float not existing. 1 ` Due to all of the currcrit'ry requested information,this application`wiii not be heard at our February 14, 2024 public hearings. Once all is submitted and no other information required/requested the application will be placed onto a future public hearing date. cazaPretPa ewthea Administrative Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny g 2 Glenn Goldsmith,President 1 °"<� Town Hall Annex 'r Y>, 54375 Route 25 A.Nicholas Krupski,Vice President P.O. Box 1179 14, Eric,50enoski Southold New York 11971 Liz GilloolY Telephone(631) 765-1892 Elizabeth Peeples ;t Fax(631) 765-6641 BOARD OF TOWN TRbSTEES TOWN OF SOUTHOLD This Seetion For Office Use Only Coastal Erosion Permit Application - X Wetland Permit Application ,Administrative Permit. DEC - 4 SO Amendm ent/Transfer/Extens ion X Received Applicat ion: �Z.�•23 K Received Fee: $ I�Sb. 4 :,....,.. . ::; ...•._. . _Completed Application: _ Incomplete:_fj�-3 1.2 S ` SEQRA Classi icati n:.Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: __Coordination:(date sent): X LWRP Consistency Assessment Form Sent:., =CAC Referral Sent: X Date of.Inspection: � Receipt of CAC Report: _T6,,chnical Review: _Public Hearing Held:. 2►l =f Resolution: Owner(s) Legal Name of Property (as shown on Deed):- Mailing Address:, •�/t�/ R10,4'® 1,14 /115� �L,��` Z Phone Number: Suffolk County Tax Map Number: 1000 -��-_ 15-1- f Q. ' Property Location: /,.,'j- 20 PH,/ /,� � Q 071Y ,� �f.�,.,� SDP/ C40 (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): AV -- Mailing Address: Lam , 1 01!5ez Phone Number: _eY A�g— ( ' D,� Email: l 1/F �0111• /V Board of Trustees gplication GENERAL DATA Land Area(in square feet): ._ �z ..�� Area Zoning: _ O Previous use of property: Intended use of property:, Covenants and Restrictions on property? =Yes No If"Yes", please provide a.copy. Will this project require a Building Permit as per Town Code? , 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 _❑_No If"Yes", please provide copy of decision. Will his project realurf. any demolition as.per Town Code or as determined by the Building De t:? Yes No AP�f�D �/�i°L/C.�TlO�/ I'Us✓/tlL 7`�. �"ole lhOXZ IOl? Does the structure(s) on property have a valid Certificate of Occupancy?_Yes=No Prior permits/approvals for site improvements: Agency Date ❑ .No prior,permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental.agency? NoE Yes. If yes, provide explanation: Project Description`(use attachments if necessary): e C aA/ .1/G 1420 Smith Drive LLC Project Description Remove 75 LF +/- of existing timber wall. Remove 33 LF+/-of existing concrete block wall. Remove 6 ft. x 10 ft. ( 60 SF ) timber ramp. Remove existing 4 ft. x 15 ft. ( 60 SF ) existing shed Existing Low Sill Bulkhead: remove plywood to top of 6"x 6"whaler, cut poles to top of pilings along 75 LF+/- of bulkhead. Remaining low sill bulkhead to remain to keep soils landward from eroding and washing away Spartina Alteniflora. Existing Vinyl Bulkhead : Remove plywood sheets. Add new vinyl sheets w/two ( 2) 6"x 6" whalers and conventional tie back system, or substituted helicals at contractors discretion to raise top of bulkhead to+ 6.0 ft. el. match height of easterly adjoining bulkhead ( 76 LF+/- ). Construct 11 LF return along easterly property line to connect to existing concrete block wall. Total bulkhead ( 87 LF +/- ). Cut pilings to match height of adjoining pilings. New Vinyl Retaining Wall: construct 82 LF of vinyl retaining wall with a 17 LF seaward extension to connect to existing( raised )vinyl bulkhead and an 18 LF return along the westerly property line to end at grade,w/8 `diam. green heart pilings @ 6 ft. O.C. (total length is 117 LF ).Top of new retaining wall to be+6.0 ft. el. to match height of raised bulkhead. New Fixed Walkway and Relocated Floating Dock w/ Ramp: Construct a 4 ft. x 36 ft. fixed walkway( 144 SF ) commencing from new retaining wall w/five ( 5 ) sets of 8 "diam. green heart pilings @ 8 ft. O.C.. Install relocated 6 ft.x 20 ft. floating dock ( 120 SF ), w/one (1) 8" diam. green heart anchor piling and one ( 1 ) 8 "diam. dauphin anchor piling(s). Install a 3 ft. x 10 ft. aluminum ramp ( 30 SF ). Create ten ( 10 ) ft. non turf buffer seaward of new retaining wall and landward raised vinyl bulkhead as shown on site plan Proposed addition to northwest side of existing dwelling: 501.6 SF Proposed front porch: 155.6 SF Proposed addition to dwelling adjacent to porch: 62.7 SF Proposed garage addition to landward side of existing garage: 521.2 SF Proposed mudroom addition to back of existing garage : 189.6 SF Proposed patio-at seaward side of dwelling: 837.5 SF Proposed pool enclosure at seaward side of dwelling adjacent to patio: 566.5 SF Board of Trustees "...dplicati.on WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: 4zj�j24 0A)s faG�1F/,G/h!G R f�411� t➢i�4�� 6 �l a,5, /1.t1l� "1!///YL- CG 12,E L D C�rE D D ck Area of wetland son lot: 1 a od_ square feet ¢l Percent coverage of lot: �.. % Closest distance between nearest existing structure and upland edge of wetlands: ( 7,6-,'feet Closest distance between nearest proposed structure and upland edge of wetlands:-- feet Does the project involve excavation or filling? ❑ No Yes If yes;how much material will be.excavated?. ubic_yards How much material will be filled? z cubic yards Depth of which material will be removed or deposited: 3 feet Proposed slope throughout the area of operations: < S Manner in which material will be removed or deposited: CCZ.0 WZ"� j0-/-'C/l A/0— 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): 411 0/ / W LLL A167- t2l ,/-U,��3 �'i1/.4-M�- OV r41/,Ov& a-2AeZ ' 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1 -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 1 -Project and Sponsor Information Name of Action or Project: RzV LC Project Location(describe,and attach a location map): Brief Description of Proposed Action: �;,j=c P/20�ECr QE57CRIP77d Al 4�a 4"IV& Name of Applicant or Sponsor: Telephone- 6 Address: q7 City/PO: State: Zip Code: 1.Does the proposed acti6h'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. 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: 3.a.Total acreage of the site of the proposed action? acres b.Total acreage to be physically disturbed? acres c.Total acreage(project site.and any contiguous properties)owned or controlled by the applicant or project sponsor? acres 4. Che 11 land us at occur on,adjoining an ar the prop9=4 action. Urban Rural(non-agriculture) Industrial Commercial Residential(suburban) Forest ❑Agriculture Aquatic 00ther(specify):;__ Parkland Page I of 4 1420 Smith Drive LLC Project Description Remove 75 LF +/- of existing timber wall. Remove 33 LF +/-of existing concrete block wall. Remove 6 ft. x 10 ft. ( 60 SF )timber ramp. Remove existing 4 ft. x 15 ft. ( 60 SF ) existing shed Existing Low Sill Bulkhead: remove plywood to top of 6 "x 6"whaler, cut poles to top of pilings along 75 LF +/-of bulkhead. Remaining low sill bulkhead to remain to keep soils landward from eroding and washing away Spartina Alteniflora. Existing Vinyl Bulkhead : Remove plywood sheets. Add new vinyl sheets w/two ( 2) 6 "x 6" whalers and conventional tie back system, or substituted helicals at contractors discretion to raise top of bulkhead to+ 6.0 ft. el. match height of easterly adjoining bulkhead ( 76 LF+/- ). Construct 11 LF return along easterly property line to connect to existing concrete block wall. Total bulkhead ( 87 LF+/- ). Cut pilings to match height of adjoining pilings. New Vinyl Retaining Wall: construct 82 LF of vinyl retaining wall with a 17 LF seaward extension to connect to existing( raised )vinyl bulkhead and an 18 LF return along the westerly property line to end at grade,w/8'diam. green heart pilings @ 6 ft. O.C. (total length is 117 LF ).Top of new retaining wall to be+6.0 ft. el. to match height of raised bulkhead. New Fixed Walkway and Relocated Floating Dock w/ Ramp: Construct a 4 ft. x 36 ft.fixed walkway( 144 SF ) commencing from new retaining wall w/five ( 5 ) sets of 8 "diam. green heart pilings @ 8 ft. O.C.. Install relocated 6 ft. x 20 ft. floating dock( 120 SF ), w/one (1) 8" diam.green heart anchor piling and one ( 1 ) 8 "diam. dauphin anchor piling(s). Install a 3 ft. x 10 ft. aluminum ramp ( 30 SF ). Create ten ( 10 ) ft. non turf buffer seaward of new retaining wall and landward raised vinyl bulkhead as shown on site plan Proposed addition to northwest side of existing dwelling: 501.6 SF Proposed front porch: 155.6 SF Proposed addition to dwelling adjacent to porch: 62.7 SF Proposed garage addition to landward side of existing garage: 521.2 SF Proposed mudroom addition to back of existing garage : 189.6 SF Proposed patio at seaward side of dwelling: 837.5 SF Proposed pool enclosure at seaward side of dwelling adjacent to patio: 566.5 SF .5. Is the proposed action,. NO YES N/A a. A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive.plan? i 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES - landscape? INA 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: 8: a.Will the proposed action result in a substantial increase in traffic above present levels? NO ,'YES b.,Are public transportation serv"ice.(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO f.YES If the proposed action will exceed requirements,describe design features and technologies; 10. Will the proposed action connect to an existing public/private water supply? •NO , 7TES If No,describe method forproviding potable water: 11.Will the proposed action connect to existing wastewater utilities? NO • YES If No,describe method-for providing wastewater treatment., ®r 12, a.Does the site contain a structure that is listed on either the State or National Register of Historic .'NO YES Places? b. Is the proposed action located in an archeological sensitive area? 1I 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? b.'Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: ...... 14 types that oc n,or are likely to be found ont ro�ect site. Check all that apply EShoreline Forest Agricultural/grasslands Early mid-successional ritify the typi6 Uia�itat Wetland Urban WSuburban 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? 16.Is the project site located in the 1'00'yedr flood`plain? PC/�yoiV NO ' YES 17.Will the-proposed action create storm water'discharge,either from point or non-point sources? PNO If Yes, a. Will storm water discharges flow to adjacent properties?. ONO []YES . b.Will storm water discharges be directed to established conveyance systems ff anWdrains)? If Yes,briefly describe: N0S 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: 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: . � ❑ A.'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: . I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name:..' Date: Signature: � Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all ofthe,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. W ill'the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. W ill 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? a ❑. 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ establishment of a Critical Environmental Area.(CEA)? S. 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. W ill the proposed action impact existing: ❑ ❑ a.public/private water supplies? b.public/private wastewater treatment utilities? El El 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ a . architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ Q waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 1 No,or Moderate'. small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion, Flooding or drainage problems? ' a 11. Will the proposed action create a hazard to-environmental resources or human health? a a� Part 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 3. 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 oil the infdrrnation 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. Town of Southold-Board of Trustees Nanie of Lead'Agency, Date' President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer m Signature'of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) . PRINT Page 4 of 4 1 Board of Trustees Application AFFIDAVIT C7,4AY SX4.1 W BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SIZE 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. TIIE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE,THE TRUSTEES,'THEIR AGENT(S) OR REPRESENTATIVES, INCLUDING THE CONSERVATION ADVISORY COUNCIL, TO ENTER ONTO MY PROPERTY TO INSPECT TIIE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signatu e o 'roperty Owner Signature of Property Owner GARY XIV41 cz; 1145:1-IROW SWORN TO BEFORE ME THIS 2 DAY OF _ 2023 Notary Public _ ABIGAIL A.WICKHAM Notary Public,State of New York No.52-4642871 Qualified in Suffolk County Commission Expires SepL 30,62,5 Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) Jwe, G,4j{Y_:910VZ/Q5 , owners of the property identified as SCTM# 1000- 76 — 3 0, in the town of SD/177�QL� _ New York, hereby authorizes M/CIVA5L /Q. _l -ZA1. 1 Clf to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. 1 Property,@<n is Signature Property Owner's Signature G.Q.2Y .9441 SWORN TO BEFORE ME THIS DAY OF , , 20 Notary Public ABIGAtL A.WICKHAM Notary Public,State of New York No.52-4642871 oualified in Suffolk county Commission Expires Sept.30,20-L� APPLICANUAGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town ofSouthold's Code of Ethics f3rohibits conflicts of interest on the hart of town officers and emplovees The ptunose 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. YOUR NAME: SU/ -/C45 ,may. (Last name,first name,iiiddle 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 Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official 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 interest"means a business, including a partnership,in which the town officer or employce has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more then 5%of the shares, YES __. JJ NO Ifyou answered"YES",complete the balance of thisaform 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): E,A)the owner of greater than 5%of the shares of the corporate stock of the applicant f2 (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_tea �' 2< Signature ' Fenn TS 1 Print Name r APPLICANTIAGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town-of Southold's Code of-Ethics orohibirs coriflicts of interest on the part oftowir:officers and,emnloyees.The nurvose of .this form:is to provide"inforination which can alert the town of possible conflicts o'finterest and allow if to takewhatever.action is oecessarvto avoid.sarne. YOUR NAME: [/1W-P!C H CA�A� . (Last..name,first name,iriddle 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 Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (if"Other",name the activity.) Do you persbnally-(orthrough-your company,spousea sibling,;parent,or child).,have:a:felationshi"p with,any officer:or:employee of the Townof Southold? "Relationship"includes-by blood;.marriage,or business-interest"Business.intdrest"means.a business, including a partnership,:in;;%Wch the.townofficeroi employce hasevena partial ownership.of(or employmenrby)a corporation in which thetown officer or�employee owns more thou 5%ofthe shares. YES n .. NO 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 applicanf/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): JJA)the owner of greater than 5%of theshares of the corporate-stock of the applicant _n (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 day of QC�r_ 2 Signature _ Print-Name^_ � L Forrn TS 1 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 makinga determination of.consistency.,*Except minor exempt actions including-Building Permits and other ministerial permits.hot Iocated within the Coastal Erosion Hazard Area. 2. Before answering the'questions in Section C,,the preparer of this form should'review the exempt ..mmorAction list, policies and explanations of each policy contained in the,Town of Southold.Local Waterfront Revitalization Program: ,>A proposed',ac#ion: will-`be::evaluated."as_to -its si nificant ;beneficial an&adverse'6' cts;.upon the,coastal area,(which includes".'all`of Southol&TT'own}'. 3^ 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. inswer, must b'e exnlained.:in..detail=:listink both suoportink'and non supportin ;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# . PROJECT NAME Z O f'/J/ � L,/_ The Application has'been submitted to (check appropriate response): Town Board: ❑ Planning Board❑ Building Dept. ❑ Board of r'ustees .� 1. 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). 71 (b) Financial assistance(e.g.grant,loan;.subsidy) (c) Pen�iit,approval;license,certification: 1 Nature and extent of action: - J'. C o LN r 1420 Smith Drive LLC Project Description Remove 75 LF+/- of existing timber wall. Remove 33 LF+/-of existing concrete block wall. Remove 6 ft. x 10 ft. ( 60 SF ) timber ramp. Remove existing 4 ft.x 15 ft. ( 60 SF ) existing shed Existing Low Sill Bulkhead: remove plywood to top of 6"x 6 "whaler, cut poles to top of pilings along 75 LF +/-of bulkhead. Remaining low sill bulkhead to remain to keep soils landward from eroding and washing away Spartina Alteniflora. Existing Vinyl Bulkhead : Remove plywood sheets. Add new vinyl sheets w/two ( 2) 6"x 6 " whalers and conventional tie back system, or substituted helicals at contractors discretion to raise top of bulkhead to+ 6.0 ft. el. match height of easterly adjoining bulkhead ( 76 LF+/- ). Construct 11 LF return along easterly property line to connect to existing concrete block wall. Total bulkhead ( 87 LF+/- ). Cut pilings to match height of adjoining pilings. New Vinyl Retaining Wall: construct 82 LF of vinyl retaining wall with a 17 LF seaward extension to connect to existing ( raised ) vinyl bulkhead and an 18 LF return along the westerly property line to end at grade, w/8 `diam. green heart pilings @ 6 ft. O.C. (total length is 117 LF ).Top of new retaining wall to be+ 6.0 ft. el. to match height of raised bulkhead. New Fixed Walkway and Relocated Floating Dock w/ Ramp: Construct a 4 ft. x 36 ft.fixed walkway( 144 SF ) commencing from new retaining wall w/five ( 5 ) sets of 8 " diam.green heart pilings @ 8 ft. O.C.. Install relocated 6 ft.x 20 ft. floating dock( 120 SF ),w/one (1) 8 " diam. green heart anchor piling and one ( 1 ) 8 "diam. dauphin anchor piling(s). Install a 3 ft. x 10 ft. aluminum ramp ( 30 SF ). Create ten ( 10 )ft. non turf buffer seaward of new retaining wall and landward raised vinyl bulkhead as shown on site plan Proposed addition to northwest side of existing dwelling: 501.6 SF Proposed front porch: 155.6 SF Proposed addition to dwelling adjacent to porch: 62.7 SF Proposed garage addition to landward side of existing garage: 521.2 SF Proposed mudroom addition to back of existing garage : 189.6 SF Proposed patio at seaward side of dwelling: 837.5 SF Proposed pool enclosure at seaward side of dwelling adjacent to patio: 566.5 SF Location of action:_ Site acreage: Present land use: QA1 Present zoning classification: Q 2. If an application for the proposed action has-been filed with the Town of Southold agency; the following information shall be provided: (a) Name of=applicant: �qzo. rlT/ /�2/I � �.G (b).Mailing address: (c) Telephone number: ^��.,. 71� 4 5 '✓r . Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ .No m 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 prop_ osed Best Management Practices.that will further each policy. Incomplete answers will require.that the form be returned for completion. DEVELOPED COAST POLICY Policy.l: 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. Rites No,Z Not Applicable 0.017. Z/r. . 0 r~ O GCS �. _ ide AOLl C .. �I. CAL 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 1 .Yes 0 No Not Applicable /Zip �I Al 0 lj,�.f7"o&C 4h%,&2 _.. _ 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 S through 16 for evaluation criteria ®' Yes ❑ No EI Not Applicable � C6 r.._. _ _ .-- _� . 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 ZNot Applicable Po 6!C y s- �v,/ no 7-V Is .4.Pp1_/c,477Q 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 Not Applicable �0 U Cy ti �� 0 /S 4 PML/CA?/D/tl Attach additional sheets if necessary Policy Ti 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 : ROO C 7 IVIA M 7VIT APB/ C,4 7_16V, 7-WA696 U&Z-Y, 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. El Yes ❑ No Not.Applicable C 8 WIA M. 2711,_r PC e N o ' M1 C/2, -r,,E // r'0 Ll G1' , & ou7-P0 PUBLIC COAST POLICIES Policy 9. Provide for public.access to; and recreational use of, coastal waters, public lands, and public resources of the 'T'own of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ YeFl No® Not Applicable Attach additional sheets if necessary WORKING COAL POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III.—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑.No Not Applicable / N 6 (A ZZQ Attach additional sheets-if necessary Policy 11. Promote sustainable use of living marine resources in 'Long Island Sound, the Peconic Estuary and Tow W n waters. See LRP Section.III—Policies; Pages 57 through 62 for evaluation criteria, ❑.Yes ❑ Noo 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 M No 1/"N I Not Applicable /V D A-6 44 Nbs' ON e_R4 RER2, O,lz--- Ui�'ryl�t/ sd b ye 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_ DATE /Z Z