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HomeMy WebLinkAboutTR-10916 Glenn Goldsmith, President ®F SOU� Town Hall Annex Nicholas Krupski,Vice President ,`�� ��� 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly G Q Telephone(631) 765-1892 Joseph Finora • a0 Fax(631) 765-6641 OlyCOUNr1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 13, 2026 En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: SEAN R. McCOYD 3360 MINNEHAHA BOULEVARD, SOUTHOLD SCTM#: 1000-87-3-66.4 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, August 12., 2026: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit Wetland Permit #10916 to modify stormwater leaching galley configuration the east side of proposed dwelling to allow for installation of a code- compliant 500-gallon underground liquid propane tank; and as depicted on the site plan prepared by Young Associates, received on July 31, 2026 and stamped approved on August 12, 2026. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, r � Glenn Goldsmith, President Board of Trustees (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EMSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE N(OT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSDERED TO SE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON MS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON•AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CIERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS LOT COVERAGE DRAINAGE CALCULATIONS 400 Ostrander Avenue, Riverhead, New York Ilaol HEALTH DEPARTMENT USE tel. 651.727.2505 fax. 651.727.0144 BUILDABLE LAND=LOT AREA(11,007 SQ.FT,)- admin®youngengineering.com VOLUME REQUIRED WETLANDS(442 SQ.FT.)=10,565 SQ.FT. �°""""'"�°""�" ROOF: 876 SF x 2/12 x 1.0 = 146 CF EXISTING FRAME HOUSE&GARAGE = 1,360 SQ.FT. VOLUME PROVIDED USE NEW LEACHING FIELD#1: APPROVED FRAME STORAGE =18 SQ.FT. P�R��I_cc p�/nn!J B l WOOD DECK = 299 SQ.FT. (3)GALLEYS 8.50'x4.75'x2.00'DEEP = 192 CF Howard W. Young, Land Surveyor WOOD LANDING = 28 SQ.FT. VOLUME REQUIRED BOARD OF ) aUSTEES Thomas 0. Wolpert, Professional Engineer ROOF: 1,015 SF x 2/12 x 1.0 = Ib9 CF TOWN OF SC)UTr•'QLD Douglas E. Adams, Professlonal Engineer TOTAL- 1,705 SQ.FT.-16.1% VOLUME PROVIDED Daniel A. Weaver, Land 5urve or PROPOSED USE NEW LEACHING FIELD#1: +' 1&2 STORY FRAME HOUSE = 1,182 SQ.FT. (3)GALLEYS 8.50'x4.75'x2.00'DEEP = 192 CF DATE A ; l� SITE DATA / 1 STORY GARAGE =432 SQ.FT, \ ` b COVERED WOOD DECK(ENTRY) = 143 SQ.FT. COVERED WOOD DECK(REAR) = 135 SQ.FT. \ AREA = 11,007 SQ. FT. RAISED WOOD UTILITY PLATFORM =41 SQ.FT. \ _ *SEE FLOOD INSURANCE RATE MAP PANEL NO.36103CO166 H LAST DATED TOTAL= 1,933 SQ.FT.=18.3% `may SEPT. 25,2009. I� \ ZONING USE DISTRICT = R-40 VERTICAL DATUM =NAVE)(1988) TEST HOLE \ * DEPTH TO GROUNDWATER =4 FT BY McDONALD GEOSERVICES \ DATE:03/21/2024 NUMBER OF BEDROOMS DESIGN EQUIVALENT) =3 ( Q EL=5.4 0.0' i \ TIE LINE ALONG APP zOX. R17 r6 0_._f_Trl..'' �-- DARK BROWN \� HIGH WATER MARK L__ •---- - * MINIMUM REQUIRED I/A OWTS CAPACITY =400 GAL LOAM • o LI PROVIDED I/A OWTS CAPACITY = 500 GAL (OL) sa �G 560 20 06 E• 1.0' °6.. 5.62 BROWN SILTY SAND �� � o \ GRAVELLESS ABSORBTION TRENCH REQUIRED oiT \ oo USING TABLE 11 OF THE SCDHS STANDARDS (SM) k35°58�03"E C ° FOR A 3 BEDROOM DESIGN&1-5 min/in PERCOLATION RATE) =46 LF GWEL=1.2 4.2' ` J� p \ 3 LEACHING FIELD#2 F/� d *GRAVELLESS ABSORBTION TRENCH PROVIDED =46 LF WATER IN TIDAL WETLANDS \ (;3)GALLEYS 4v BROWN SILTY v' BOUNDARY,AS _ 8.50'x4.75' X 2.00' DEEP SAND ° DELINEATED BY pRF \• ,� (SM) EN-CONSULTANTS, Oe, `�4 8.0' 04/09/2024 � 0. 2.71 l S r v F 61° I PROPOSED WIRE-BACKED eQ EXISTING DRYWELLS 4 , w 4S T \ SILT FENCE S TO BE REMOVED(TYP) FRAME ® $, sSt'� \ (8,098 SF AREA OF SHED o6 / `2.94` `` DISTURBANCE) ENGINEER'S CERTIFICATION ti' WATER IN PALE / �°NC gewlgassoriatrs BROWN FINE shDT Fo SAND 5 Rr' 262&// / 6. "I HEREBY CERTIFY THAT THE WATER SUPPLY( ) AND/OR SEWAGE DISPOSAL \ �� /�� °' ry/ . . Ot (sP) \ v // +s.z1 `\ ^/;°•/, SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY TIDAL WETLANDS BOUNDARY ALONG SEAWARD FACE OF CONC. DIRECTION.BASED UPON A CAREFUL AND THOROUGH STUDI7FTFE S,gIL, o 2 BULKHEAD,AS DETERMINED BY SITE AND GROUNDWATER CONDITIONS,ALL FACILITT6;AS`PR6PO5ED S6O>Z�Rq1 p EN-CONSULTANTS,04/09/24 CONFORM TO THE SUFFOLK COUNTY DEPARTMENT /HEALTrH-SERVIetS�" 15.0' \ S1 Z` •� r -i`^\ti 1)Yp/FO °sF0 2a y� ( pROp 1 79' TIE LINE ALONG APPROX. THIS I. t(�G" HIGHEST EXPECTED PROPOSED 1 STORY o JQ O q o° FsF °s HIGH WATER MARK CONSTRUCTION STANDARDS IN EFFECT AS OF I7A S ✓ GROUND WATER EL=1.2 \ DETACHED GARAGE c$ a ` °„, <� ` R�1 / / . TFo lo• FEEL=8.10 T�i ,y.:'. ?� r / / `� eri Fti0 F \ S ° „` �T r ! 0 O d. �. 4 ..L 4' Fq o 60 m n ca t, ., \ �aF s o \ / O \ '/, h \ ASPHALT DRIVEWAY ., / I ti.`. P.° Cg f( . t �� ?n 1. �., FLAG bLE L F TO BE REMOVED u „ -•,," NOTES FOR \ J G o �F $ \ F o �o g. G I g<. v.( 41 Cl a \ 8 \ /mom d,..: a o'' ?s• > s tiF \ HOWARD W 0 N ,N.Y.5.L. ° 45893n �C 9 7 �c f EXTEND WATER a ., .°� �_ a r of ABANDONMENT OF SANITARY STRUCTURES SERVICE 04 o• a ... 4{ , h s°�s FQ ss \ THOMAS C WOL RT,N.Y.S.P.E.N0.61483 \ FFS eve j- �� r :,c� ,. R a \ SIO N A� i \ rC d 3 �. . j__._ �: . R��qGF q F ° �� DOUGLAS E. 5,N.Y.S.P.E.N0.80897 �� DI y , )� i ABANDONMENT IN-PLACE \ r�Ay C,, Fz' PROPOSED \ o r 1 �, ;" z> d S RCF EXISTING SYSTEMS SHALL BE ABANDONED BY REMOVING ALL r o (' ' F.. `�� ©S. o' p FZ zo LrMrr PERVIOUS GRAVEL �" R O (/ ° b•` \ ' a) RESIDUAL SEWAGE WASTES BY A LICENSED WASTE HAULER, o�� �, CIC t� S` ;= t�q� ,jQ :`'" O"C 9-0 OR VC0 wAVfAC MOpFR `� SURVEYORS CERTIFICATION"��'-=•=.�„v„ N e' .60 Y O `• :�';f R� 4 47�' < ck F � 7Z'O . REMOVING THE TOP OF THE STRUCTURES ,BACKFILLING WITH DRIVEWAY J t� s a* m �' A 'F 'BOO ' w o /,\ GIs FCK RF N ( ) . CIC /Jr:. O y �\ SUITABLE SAND AND GRAVEL MATERIAL,AND PROPERLY APPROX LOC OF EX WE HEREBY CERTIFY TO S EAN M c C OYD T ,, 55URV,EY�A1AS 6.76 .< '•- ' .I �1..Y, COMPACTING. SANITARY SYSTEM TO BE DIIO °':<° ' / / �` O wr PREPARED IN ACCORDANCE WITH THE CODE OF PR CTI E FOR'1.AND SURVEY $ \ ABANDONED IN n, e �>p ;-�«;-;. > ="' �° >, / /'• � �i ADOPTED 8Y THE NEW YORK STATE ASSOCIATIO PfiROFESSIbNAL'LANCI- 9 op r .r / c N. o /.. .e. T, o SURVEYORS. N ABANDONMENT BY REMOVAL ACCORDANCE WITH w� ti - ° .` i.• O Z / / EXISTING SYSTEMS MAY ALSO BE ABANDONED BY REMOVING ALL \ SCDHS STANDARD�•e1+ � �6I° s.6o h�� %/ p0 r / FK°VAR �I' �}$t t ` r `rtiO�OO ,� / / '#`� Q 1-�I / `•''^;'s ". r -�J RESIDUAL SEWAGE WASTES BY A LICENSED HAULER,REMOVING �AFe-Wye. i 000 yR / / O/y 1 Der J)�1V iT 7 abn 1110 THE ENTIRE STRUCTURE(S),BACKFILLING WITH SUITABLE SAND o d o N rr) e h AP AND GRAVEL MATERIAL,AND PROPERLY COMPACTING. cMF �w �� tiFo a/ ,` oA I S� 4�I�G'O4 S�' ae ���/ PG�P���y ABANDONMENT OF SEWER PIPING w /� , ,may/ 9eS0 09OS026s 1 �99 ',/ + HOWARD W.YOUNG, S.L.S.N .45893 THE ASSOCIATED SEWER PIPING SHALL BE CUT AND CAPPED AS A t \ / 'QO M�' t `tiFr°s rp � ` h �n DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 -i v w Tl0 MEANS OF ABANDONMENT.THE DEPARTMENT SHOULD BE o, o \� \ 6.45 N �� � �6 CONTACTED FOR FURTHER ABANDONMENT REQUIREMENTS,IF v / J cMF w yF F/A/�/r ° ��RF ��� o p c FUTURE CONSTRUCTION IS CONTEMPLATED IN THE AREA OF THE a� o / �w oGF 46 TA ��� i\ o'��LO °�P SURVEY FOR ABANDONED SEPTIC SYSTEM. a� "� +6.86 �J w TH �` �` ZONE CERTIFICATION REQUIRED Q\ �w "O/ . �11 4 A (EL6) THE ABANDONMENT OF EXISTING SEWAGE DISPOSAL SYSTEMS, VC "(09 r SEAN McCOYD EITHER IN-PLACE,OR BY REMOVAL,MUST BE CERTIFIED BY EITHER / / PROPOSED \w / FOo 15 o�'� ZONE x A LICENSED DESIGN PROFESSIONAL OR LICENSED CONTRACTOR AS / r„ SANITARY (0.2r ANNUAL "J [� RCF INDICATED BY THE DEPARTMENT ON THE PERMIT TO CONSTRUCT. rr^^ // SYSTEM \ w F TO 5.97 CHANCE) at Laughing Waters, Town of Southold E FOR PROJECTS SERVED BY MUNICIPAL SEWER DISTRICTS,THE / vJ \w�A_j � 5.sa a APPROPRIATE MUNICIPAL AGENCY WITH JURISDICTION SHOULD / \ \.\ Suffolk County, New York 1 ALSO BE CONTACTED. l A�t e//, \ w R•1�g1At +6.49 \ 'it,ion o*erJ BUILDING PERMIT SURVEY °° LEGEND N / IPF 9am9avwaates / ` \\ 0h9P/'hy County Tax Map District 1000 Section 87 Block 03 Lot 66.4 < QC '0 BBC = BELGIAN BLOCK CURB // �� CMF o FIELD SURVEY COMPLETED MAY 08,2024 BSW =BRICK SIDEWALK p �e/// MAP PREPARED MAY 09,2024 CICCH =CAST IRON COVERCHIMNEY // 46//c�rn e�h \\ \ Record of Revisions DI = DRAINAGE INLET \ DW = DRYWELL NOTES \ REVISION DATE EOP =EDGE OF PAVEMENT 1.THE OWTS SHALL BE MODEL CEN-5 MANUFACTURED BY FUJICLEAN USA. \` ADDED BUILDING PERMIT DATA TAN 29 2025 IPF =IRON PIPE FOUND \ AhhFn U9 PR BUILDING PERMIT DATA APR-09 202 MLF =METAL FENCE 2.THE DESIGN ENGINEER,FUJICLEAN USA REPRESENTATIVE,AND SCDHS AnnFn UC PR�PNF TANK sui_v 07,2026 OL =ON PROPERTY LINE REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWTS AND LEACHING OS =OUTDOOR SHOWER SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. cMF PRF =POST&RAIL FENCE RCF REBAR CAP FOUND 3.THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OF A / = & / \ o RO =ROOF OVER FUJICLEAN USA REPRESENTATIVE. m WMR =WATER METER 4.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE / 20 0 10 20 40 60 =LIGHT POLE MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE S • =END OF DIRECTION/DISTANCE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES(SCDHS)PRIOR TO APPROVAL OF Scale: Z° = 20' a =WETLAND FLAG THE I/A OWTS REGISTRATION BY THE SCDHS IN ACCORDANCE WITH ARTICLE 19 OF JOB NO.2024-0058 111 THE SUFFOLK COUNTY SANITARY CODE. DWG. 2024_0058_bp I OF 3 Glenn Goldsmith,Presi�'_.LL �O��SQFFO(/(4oGy Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 0 Eric Sepenoski ,? P.O.Box 1179 Liz Gillooly �y • �� Southold,NY 11971 O Joseph Finora l �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: En-Consultants on behalf of SEAN R. McCOYD requests an Administrative Amendment to modify stormwater leaching galley configuration the east side of proposed dwelling to allow for installation of a code-compliant 500-gallon underground liquid propane tank. Located: 3360 Minnehaha Boulevard, Southold. SCTM# 1000-87-3-66.4 Type of rea to be impacted: altwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chaapt. 111 other Type of Application: Wetland Coastal Erosion �/ Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No L,-- Not Applicable Info needed/Modifications/Conditions/Etc.: 5�� 6 -fAR Present Were: G. Goldsmith N. Krupsfi E. Sepenoski L. Gillooly J. Finora { Glenn Goldsmith,President Town Hall Annex A.Nicholas Krupski,Vice President � `�y 54375 Route 25 � '� G7 P.O.Box 1179 Eric Sepenoski + i '; Southold,New York 11971 Liz Gillooly Elizabeth Peeples,`- �, d i�=' Telephone(631)765-1892 � � (�I Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD LETTER OF REQUEST FOR AN AMENDMENT LJUL1 202F DATE July 28, 2026 S&O I I Tonal BoardofTufs-s OWNER Sean R. McCoyd PHONE 516-640-9156 ADDRESS 37 East Franklin Court, Garden City, NY 11530 AGENT En-Consultants PHONE 631-283-6360 ADDRESS 1319 North Sea Road, Southampton, NY 11968 PROPERTY LOCATION 3360 Minnehaha Blvd, Southold TAX MAP NO. 1000-87-3-66.4 Administrative 10916 I/We En-Consultants for ADF Ventures, LLC request an Amendment to Permit# to authorize a modified stormwater leaching galley configuration on the east side of the proposed dwelling to allow for installation of a code-compliant 500-gallon underground liquid propane tank, as depicted on the survey/site plan prepared by Young Associates, last dated July 7, 2026. Signed By: Robert E. Herrmann,Coastal Management Specialist EN-CONSULTANTS REQUEST FOR ADMINISTRATIVE AMENDMENT July 28,2026 Town of Southold IK � � � � �—. Board of Trustees ; Post Office Box 1179 I Southold,New York 11971 L1 J U L 3 1 2026 Re: Permit#10916 Sean R.McCoyd Southold Town 3360 Minnehaha Boulevard, Southold Board of Trustees SCTM#1000-87-3-66.4 Dear Board of Trustees: Please accept this letter as a request to administratively amend the above referenced permit as described on the enclosed Letter of Request for Amendment. Also enclosed are three(3)copies of the survey/site plan prepared by Young Associates, last dated July 7, 2026, and a$100 payable to the Town of Southold. Since e , Robert E. errmann Coastal Management Specialist /khs Enc. 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting EN-CONSULTANTS March 25, 2026 D Q U E MAR 30 2p�6 Board of Trustees f Town of Southold Southold Town .a P.O. Box 1179 Board of Trustees Southold,NY 11971 Attn.: Elizabeth Cantrell Re: Permit#10916 Sean McCoyd Dear Ms. Cantrell: In satisfaction of Terms and Conditions of the above captioned permit, the required Declaration of Covenant was recorded in the Office of the Suffolk County Clerk on March 25, 2026. A copy of the recorded document is enclosed for your file. Respe tfully yours, m Enc. cc: Sean McCoyd 1319 North Sea Road Southampton,New York 11968 l p 631.283.6360 l f 631.283.6136 www.enconsultants.com environmental consulting .' CC# : C26-17597 t 4 C V E IS E �f COUNTY CLERK'S OFFICE LIAR 3 0 2026 STATE OF NEW YORK COUNTY OF SUFFOLK Southold Town Board of Trustees The Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 03/25/2026 under Liber D00013330 and Page 574 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 03/25/2026 SUFFOLK COUNTY CLERK 0 VINCENT PULEO SEAL ® EC � O � � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII MAR 3 0 2026 Soutn IIIIII IIIII IIIII IIII IIII Board of Trustees = 1' SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 03/25/2026 Number of Pages : 8 At: 09: 15:34 AM Receipt Number 26-0035980 LIBER: D00013330 PAGE: 574 District: Section: Block: Lot: 1000 087 .00 03.00 066.004 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $40 . 00 NO Handling $20 . 00 NO COE $5 . 00 NO NYS SRCHG $15.00 NO TP-584 $0 . 00 NO Notation $0 .00 NO Cert.Copies $5 .20 NO RPT $200 . 00 NO Fees Paid $285 .20 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL VINCENT PULEO County Clerk, Suffolk County Number of pages RECORDED 21026 CLERK OF This document will be public S��FFOLK CCd)NTY�_. cor��11�.a ►� record. Please remove all F' 574 Social Security Numbers prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 31 FEES Page/Filing Fee +.J Mortgage Amt. 1. Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. or EA-5217(County) Sub Total Spec./Add. EA-5217(State) TOT.MTG.TAX R.P.T.S.A. Dual Town - Dual County Held for Appointment Comm.of Ed. 5. 00 Transfer Tax Affidavit + . Mansion Tax Certified Copy The property covered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00 family dwelling.only, Sub Total Other YES or NO Grand-Total If NO,see appropriate tax clause on @ page# of this instrument. 4 TDist. 100 5718611 1000 08700 0300 066004 74 5 Community Preservation Fund Real Property P T S Tax Service RCSK Z IIIII IIIII IIIII I consideration Amount IIII Agency CPF Tax Due $ Verification _.. -- ----- -- Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: C E cant-Land En-Consultants 1319 North Sea Road MAR 3 0 2026 T Southampton, NY 11968 Southold Town T,. ';; Board of Trustee Mail to: Vincent Puleo, Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffo[kcountyny.gov/clerk Title# 8 Suffolk County Recording & Endorsement Page This page forms part of the attached Declaration of Covenants made by: (SPECIFY TYPE OF INSTRUMENT) Sean R.McCoyd The premises herein is situated in SUFFOLK COUNTY, NEW YORK. TO In the TOWN of Southold Town of Southold I n the VILLAGE Board of Trustees or HAMLET of Southampton BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN.BLACK INK ONLY PRIOR TO RECORDING OR FILING. over IMPORTANT NOTICE If the document you've just recorded is your SATISFACTION OF MORTGAGE, please be aware of the following: If a portion of your monthly mortgage payment included your property taxes, *you will now need to contact your local T own T ax Receiver so that you may be billed directly for all future property tax statements. Local property taxes are payable twice a year: on or before January 10th and on or before May 31 m. Failure to make payments in a timely fashion could result in a penalty. Please contact your local Town Tax Receiver with any questions regarding property tax payment. Babylon Town Receiver of Taxes Riverhead Town Receiver of Taxes 200 East Sunrise Highway 200 Howell Avenue North Lindenhurst, N.Y. 11757 Riverhead, N.Y. 11901 (631)957-3004 (631)727-3200 Brookhaven Town Receiver of Taxes Shelter Island Town Receiver of Taxes One Independence Hill Shelter Island Town Hall Farmingville, N.Y. 11738 Shelter Island, N.Y. 11964 (631)451-9009 (631)749-3338 East Hampton Town Receiver of Taxes Smithtown Town Receiver of Taxes 300 Pantigo Place 99 West Main Street East Hampton,N.Y. 11937 Smithtown, N.Y. 11787 (631)324-2770 (631)360-7610 Huntington Town Receiver of Taxes Southampton Town Receiver of Taxes 100 Main Street 116 Hampton Road Huntington, N.Y. 11743 Southampton, N.Y. 11968 (631)351-3217 (631)283-6514 Islip Town Receiver of Taxes Southold Town Receiver of Taxes 40 Nassau Avenue 53095 Main Street Islip, N.Y. 11751 Southold, N.Y. 11971 (631)224-5580 (631)765-1803 Sincerely, 0 PCA—�� Vincent Puleo Suffolk County Clerk p � C E WE MAR 3 0 2026 Southold Town 1 Board of Trustees 12-0104..06106kd p C I� DECLARATION OF COVENANTS MAR 3 0 2026 Southo:..;: Board ofld Town Trustees THIS DECLARATION made this-e-DILIday of Ti 1 -c- 2026,by Sean R.McCoyd,whose address is 37 East Franklin Court,Garden City,NY 11530,hereinafter re&rred to as"DECLARANT": WITNESSETH: WHEREAS,DECLARANT is the owner of certain real property located at 3360 Minnehaha Boulevard, Southold,Town of Southold,County of Suffolk,State of New York,described in the Suffolk County Tax Map as District 1000,Section 87,Block 3,Lot 66A which is more particularly bounded and described as set forth in Schedule"A"annexed hereto,hereinafter referred to as the Property;and WHEREAS,the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold(hereinafter the"Trustees')pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor,and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted;and WHEREAS,the DECLARANT therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities;and WHEREAS,on February 11,2026,the Trustees approved the application and issued a permit with terms and conditions;and WHEREAS,the issued permit,terms and conditions of the permit,as well as the site plan prepared by Young Associates,last dated April 9,2025,and stamped approved by the Trustees on February 11,2026, upon which Wetlands Permit#10916 is based,is filed in the Office of the Town of Southold Board of Trustees,and annexed hereto as Schedule"B;"and WHEREAS,as a condition of the granting of a Wetlands Permit to undertake such regulated activities,the Trustees required that a ten-foot wide"vegetated non turf buffer"be established and perpetually maintained along the landward edge of the existing concrete seawall,as depicted on the site plan prepared by Young Associates,last dated April 9,2025,and stamped approved by the Trnstees on February 11,2026;and WHEREAS,the DECLARANT has considered the foregoing and has determined that the same will be for the best interests of the DECLARANT and subsequent owners of the Property. NOW,THEREFORE,the DECLARANT does hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities,there shall be established and perpetually maintained along the landward edge of the existing concrete seawall a ten-foot wide"vegetated non-turf buffer,"as defined by Chapter 275 of the Town Code,as depicted on the site plan prepared by Young Associates,last dated April 9,2025, and stamped approved by the Trustees on February 11,2026. 2) The DECLARANT shall at all times comply with the Terms and Conditions of the permit, a copy of which is attached hereto in Schedule"B"annexed hereto. 3) These covenants shall run with the land and shall be binding on the DECLARANT,his heirs,assigns,purchasers,or successors in interest and may be modified only upon resolution of the Board of Trustees. (THIS SPACE LEFT BLANK INTENTIONALLY) ® EC EE '4E MAR 3 0 2026 2 Southold Town sa Board of Trustees IN WITNESS WHEREOF,the owner has duly executed this instrument this day of 2026. Sean R.McCoyd STATE OF ,v W q6 2�L ss: COUNTY OF f`fb LIV �L On the �O day of 0 4 e& , in the year 2026,before me the undersigned,a Notary Public in and for said State,personally appeared Sean R.McCovd,personally known to me or proved tD me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity,and that by his signature on the instrument,the individual or the person on behalf of which the individual acted,executed the instrument. CAROLINE M MACARTHUR G� Notary Public-State of New York Notary Public NO.01MA6384635 Qualified in Suffolk County My Commission Expires Dec 17,2026 ® CCE WE MAR 3 0 2026 Southold Town Board of Trustees 3 SCHEDULE A All that certain plot,piece of parcel of land,situate,lying and being at Southold,Town of Southold,County of Suffolk and State of New York,bounded and described as follows: BEGINNING at the intersection of the southeasterly line of Owaissa Avenue and the northeasterly line of Minnehaha Boulevard where the same is intersected by the easterly line of land now or formerly of Pascale; RUNNING THENCE North 34 degrees 08 minutes 00 seconds East,94.58 feet to the highwater mark of Corey Creek; RUNNING THENCE along the highwater mark of Corey Creek South 46 degrees 50 minutes 00 seconds East,10.13 feet to a point; RUNNING THENCE along land now or formerly of Pascale and along the highwater mark of Corey Creek, North 34 degrees 08 minutes 00 seconds East, 17.97 feet to the highwater mark of Corey Creek; RUNNING THENCE southeasterly along a tie line of said high water mark of Coney Creek,South 66 degrees 05 minutes 38 seconds East 125.29 feet to land now or formerly of Schneider, RUNNING THENCE along said land now or formerly of Schneider, South 45 degrees 14 minutes West, 125.00 feet to said northeasterly line of Minnehaha Boulevard, RUNNING THENCE along said northeasterly line of Minnehaha Boulevard North 61 degrees 23 minutes West 109.75 feet to the point and place of BEGINNING. ® E C E MAR 3 0 2026 iv Southold Town - Board of Trustees 4 400 ChfNTWer Avarua,RNerhacd,Ne..Yak I1401 LOT COVERAGE DRAINAGE CALCULATIONS tel.b3LT7 730 Pm 63I.21DIe4 HEALTH DEPARTMENT USE �� mmnaw ngaRgx oa°9 °^ BUILDABLE LAND-WETLANDS A S("2 SQ FT.)- VOLUME REQUIRED VlEMNDS(492 SQ.FT•)=10565 5Q.FT. DaSTII-Ya ROOF:8765FA 2/12K ID =146ff 61t47�h�.FOI.y �� FRAME HW5E 6 GARAGE -U60 SQ,FT. VOLUME PROVIDED �{J!1 L1�•7 vL 1� FRAME STORAGE =18 SQ.FT. USE NEW LEACHING FIELD 1I: WOOD DECK =299 SQ.FT. (2)GALLEYS B50'K4.75'u2 WDEEP =160 CF ,) Honad tK Youn9.L—S—oya WOOD LANDITIG =28 SQ.FT. va.vME REQLItaED APPROVED i TV—G.NOpert.Froeae 1-1 aT h— p7 J ca g m e Adar P mam onoi>gwe .� TOTAL=1.705 5Q.FT.=161% ROOF:1A15 SF A2112 K lA =169 CF BOARD OF'i PUSI i 7 De.nlel A.Ybova,Lad Evrrouor PROPOSED VOLUME PROVIDED 162STORYFRAMEHWSE =1382 SQ.FT. USE NEW LEACHING FIELD m: TOWN OF SOUTFIf I STORY GARAGE =432 5Q.FT. (3)GALLEYS 850't4.75'a200'DEEP =192 CF - SITE DATA COVERED WOOD DECK(ENTRY) =143 SQ.FT. \ DAIE 1L�, li �.Da� ~ C1. COVERED WOOD DECK(REAR) =135 SQ.FT, \ 1 C'.�� AREA=ll,007 SQ.FT. �. RAISED WOOD UTILITY PLATFORM =41 SQ.FT. \ 'SEE FLOOD INSURANCE RATE MAP PANEL NO.36103COlM H UST DATED HA _ TOTAL=1.933 SQ.FT.=18 \-\ �-- SEPT.25,M. Cn lw�a ZONING USE DISTRICT =RAO (p - .... I• rVERTICALDATUM =NAVD(1988) O TEST EST HOLE *T -h .DEY71I TO GROUNDWATER =4FT ^i NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =3CD n D/AR IOPHN 0D \ 1mA-L4ATaw K " MIIAIUMREQUIRED I/A OWTS CAPACITY =400 GAL O TRKL 4 .Ip "_-'—'- -- '-' "PROVIDED La OWLS CAPACITY =EGO GAL CO, •GRAVEUESS ABSORSTION TRENCH REQUIRED USING TABLE L OF THE 5CDH5 STANDARDS v� 7JJ35°58'03'E [_ f FOR BEDROOM W516N 61-5mlNin PERCOLATION RATE) =46 LF sns, t 3.R' LEACHING FIELD M2 R N e FF,� / 6RAVELLE55 ABSORBTTON TRENCH PROVIDED 46 LF o 85D'x.75' am,Rm.PY.As 8.5o•Aa.75' zao•DEEP(3)GALLEYS � N Elasrw6oawraL.s 3aamrmz.00^,a�' °'r A>,6 ry PROPOSED WIRE-BACKED t TO BE REMOVED bFR•.a : ;\ sI.r FENCE S sR� (B.. SF AREA OF wA,aRanuE , s4 ♦ F \ DISTURBANCE} ENGINEER'5 CERTIFICATION ►+) 01'14 •erg' �ri 6Rn_ aC' •I HEREBY CERTIFY THAT THE WATER SI.PPLY(5)ANDAOR SEWAGE DISPOSAL `t\ Od �' ;•��I,ya/� "`� p -��AO SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY "' 1 yoI �i C XAaAbF.LEwmRc DIRECTION.BASED UPON A CAREFUL AND THOROWFi ST)ID IL, �+ aa' ca�,0 e. V y,,n, � il> ry S�S�� ec.�+¢•a Asoer,T.la®ati COONNFOORMM TTO THEE SSUFFFOKCCOOUNTn EPARTMENT CES; •� A w 1 �r^a "�i 23"E Tuns.ouan. AEnar.�D A PROPOSE!ISTORY r AeTRMAA CONSTRUCTION STANDARDS IN EFFECT AS OF , S O DETACHED 6alUGE NOTES FOR \ P�4e, t - - / ,♦,w \ o !T ry Y EXTENIWATER p' S' - > I, \ HOWARDW NG.N.Y.S.LS NO.45893 0 $ ABANDONMENT OF SANITARY STRUCTURES ERVICE ;an 7� ° r ,"yam<i \ THOMAS C.WOLPERT.MY-S.PE NO 61483 ````��.�\ \ DOUGLAS E.ADAMS,N.YS.PE.NO W897 ABANDONMENT INP"CE \ Jcc .`\ Q EXISTING SYSTEMS SHALL BE ABANDONED BY REMOVING ALL PROPOSED N rt r' .. :. a>a r�RDo ,` \ ^ ggg RESIDUAL SEWAGE WASTES BY A LICENSED WASTE HAULER, PERVIOvsGRAva ,k mop , A SURVEYOR'S CERTIFICATI REMOVLNGTNETOPGFTHESTRUCTURE(51,BACKFILLV4GWITH DRIVEWAY V 1 �r OF O�`+vOCtp �AaYT1 a` C� � 1-� SUITABLESAND AND6RAVELMATERIALANDPROPEW.V APPROX LOC OF r• /`o a4 AY "� Oba "O i.}'} b'4 'WE HEREBY CERTIFY TO S EAN M CC DYDTH/ `.�— v 0 COMPACTING. SANITARY SYSTEM TORE O'A, L Ia y "C O =50 t fa ., va. A40p �-0 N pa PREPARED IN ACCORDANCE WITH THE CODE OF PR.i z RZ,1(.IC SCBNV�Y ABANDONMENT eV REAwva \ ACCORANDONE IN / A d A- - -ice' 7 v SyR°,O�Dp O �Y 9q• ADOPTED BY THE FEW YORK STATE ASSC A.. Q FFSSIONAL(�WD� r EXCSTING SYSTEMS MAY ALSO BE ABANDONED BY REMOVING ALL Scnxs STANDARDS-�• �1 2 n' ;•- O - , �O+rF-0°c ^' (r { RESIDUAL SEWAGE WASTES BY A LICENSED HAULER,REMOVING - 3• � 1 � SURVEYORS. EP THE ENTIRE 5TRUCTIRE(SLBACKFaIINS WITH SUITABIESAND '!+ Dom w ok) Ogj ysy -0V770 !� { Fn -. A a AND GRAVEL MATERIAL.AND PROPERLY COMPACTING. \,. Zfp � S`�• � " �` ` Y ,. y ABANDONMENTOFSEWERP1PA16 cAF •%I' v rmn'jr•'F ``�� I "§ HOWARD W.VOL :':J` THE ASSOCIATED SEWER RIDING SHALL BE CUT AND CAPPED AS �� ' \. 'Xt - tJ 3S HOWAR W.VO MEANS OFABANWNMWT.THEDEPARTMe4TSHOUIDBE k \� t •+Y� % e„n O/y aA '^ Y;"'�'Y Y•'— CONTACTED FOR FURTHER ABANDONMENTRECLVn0A3NTS.IF F�% �,A �� [ Q�� : �.[i ,y`V (Q,� rA FVTURECONSIPUCTION I5 CONTEMPLATED IN THE AREA OF THE �*,lg /p,\ ,)Q•�ZIr�Y JT VV �1 O' ABANDONED SEPTIC SYSTEM `Q/ ,(U� / �.\ / '7 .Rea/� •a ���J�� py 6' %J SURVEY FOR FG�� CERTIFICATLONAEQUIDED QO s J THE ABANDONMENTOF EXISTINIG SEWAGE DISPOSAL SYSTEMS, 7 • `w+4 "I(�1 F+ o C EITHERIN.PLACE,OR BY REMOVAL,MUST BE CERTIFIED BY EITHER PROPOSED\/7 \e �[�c�/ P� . N SEAN MCCOYD "zs ^ A LICENSED DESIGN PROFESSIONAL OR LICENSED CONTRACTOR AS /I �'r / SANITARY) \ \w -q/IQ Say:(, tD umwAL CD SU Q D `fl—VXI INDICATED BY THE DEPARTMENT ON THE PERMISTOCTS,CONSTRUCT. SYSTEM T �G CL 'ZFOR PR03ECT5 SERVED BYMUN[CIPALSEWERDI'STAICTS,THE ��\ LEACHwGFxELon1 atLOughingWOters,TownofSDuthDld APPROPRIATE MUNICIPAL AGENCY vrTH JURISDICTION SHOULD ti \ (2)WLLEYS Suffolk County,New York AL50 BE CONTACTED. /I Q' / f \ .f„ ty• "t3 Q O CAJ f -- 1 yb°Wiyy\ \85oAa.75Az5o'Dry � a Q CD LI uoU 1 LEGEND � / °ro-�4 '\ '\ s��0,4 o�/ � BUILDING PERMIT SURVEY C 9 C—y T Map cw:,.R 3000 s.— 87 —03 1<1 66.4 k (nO IV ? BBC =REL61AN BLOCK CURB \ o c C 'Y BSW =GICK SIDEWALK /' rO,k/. -4 FIR SURVEY COMPETED MAY 08,2024 (D aC =CAST IRON COVER 116�4y? \ \ MAP PREPARED MAY 09,2024 r AA AGE DA ET i \ Record of Revisions (q ^ DI ORA)rl"sEIBFT NOTES �p LI 1111 DW DRYWEJ. \ REVISION DATE .. EOP =EDGE OF PAVEMENT L THE OWTS SHALL BE MODEL CEI5 MANUFACNREO BY FUJIQEAN USA. \ AODffifl lC =1TRON PIPE FOUND nnm ai m nTNG a.` IPF I.A1T nArAAl I 7� •METAL FENCE 2.THE DESTCAN LNGLNEEP,FUSIgFAN u5A REPRESEMATIVE,ANDON PROPERTY WEE REPRESENTATIVES APPROVAL FROM ALL THEETHE PRIOR TO BACMNOF THE OMITS ANDLFACHING •�� \ —.- 0 OS =OUTDOOR SHOWER SYSTEM APPROVALHALM ALLTHREEPRIORTO INSTALLATION PRF _POST 4 RAIL.FENCE 3.�SYSTEM STARTUP WILL BE COMPLETED UNDER THE DIRECr SUPERVISION OFA RCF =REBAR 6 CAP FOUND 5 RO cROOF OVER FUJICEAN USA REPRESENTATIVE Ie WMR =WATER METE. 4.AN F7S[VIED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE =LIGNTPOIE 7D 0 10 20 40 60 =END OF DIPECROWDLSTANCE MA]NTENANCE PROVIDER AND PROPERTY O ER MUST BE SUBMJTTED TO THE Scale:l"= 20' A THE rJAK COUNTY DEPARTMENT OF HEALTH SERVICES(SCANS)PRIOR AR APPROVAL OF THE SU OWNSOUNTY SATITABY THE YDHS IN ACCORDANCE WITH RATTLE 190E THE SUFFOLK COUNTY SANITARY CDOE JOB N0.20244058 DWG.2024 0058_6p 1OF3 Glenn Goldsmith,President QgOFFU(�CO Town Hall Annex A.Nicholas Krupski,Vice President ��� Gym 54375 Route 25 Eric Sepenoski y a P.O. Box 1179 Liz Gillooly v- �r Southold,NY 11971 Joseph Finora Telephone(631)765-1892 �Ol gar Fax(631)765-6641 �r BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1 st day of construction % constructed Project complete, compliance inspection Glenn Goldsmith,President ea Town, Town Hall Annex A.Nicholas Krupski,Vice President y �j 54375 Route 25 Eric Sepenoski coa P.O.Box 1179 Liz Gillooly v0 • rn Southold,NY 11971 Joseph Finora Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD En-Consultants on behalf of Sean McCoyd TO: Please be advised that your application has been reviewed by this Board at the regular meeting of February 11, 2026 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) Y2 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 VCX l TOTAL FEES DUE: $ 50.00 9 340 BY: Glenn Goldsmith, President Board of Trustees a 111 99e•a ,•.. �,r1rs eeil r11rr ors/r " � n11rr i•s01 0�. � �rR111'1''/°/°'B� ,.\0 i0e/''/'IOn•v _ �' \11r1r1r•a•/rapep�`` 4\,rei rro0pp \0 11 1/aU .....,,u._...vu a.a_.... .a� ,sea.u�r.. nu :� , =ate Gam„ s �s= e�,a�x€u .�,�•.» s �..a..? z�,:c�..e � �� �,M r. �j. r, z BOARD OF SOUTHOLD TOWN TRUSTEES 94'/a• l SOUTHOLD,NEW YORK PERMIT NO. 10916 DATE: FEBRUARY 11, 2026 E . e ISSUED TO: SEAN R. McCOYD G PROPERTY ADDRESS: 3360 MINNEHAHA BOULEVARD, SOUTHOLD t, SCTM# 1000-87-3-66.4 J! a AUTHORIZATION ,. ° li=i Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in t accordance with the Resolution of the Board of Trustees adopted at the meeting held on February 11,2026,and ` } in consideration of application fee in the sum of$1,250.00 paid by Sean R.McCoyd and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the Y following: _ - Wetland Permit to demolish and remove existing 1,360sq.ft. one-story dwelling with attached garage and deck and construct in its place a new 1,182sq.ft. 1 & 2 story, single t T Vie; -, family dwelling with a 143sq.ft. covered entry deck and 135sq.ft. covered waterside deck with associated steps, and a 432sq.ft. one-story detached garage; install wood utility platform and 4 x7 .outdoor shower with discharge piped to drainage system; replace existing asphalt driveway with pervious gravel driveway; remove existing septic \r system and install an I/A OWTS sanitary system; install stormwater drainage system, and to establish and perpetually maintain a 10' wide vegetated non-turf buffer along „ the landward edge of the existing concrete seawall; with the condition to plant an additional two (2) native hardwoods in the rear or side yard; and as depicted on the site plan prepared by Young Associates, received on December 4, 2025, and stamped approved on February 11,2026. " �Q1 V e L 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. \rr guf FOZ,� .r ��'::\(f.s� ti��� CGS �•%'� � .- �� ��' _�;;t< x.,w, ;.. . ...,,•._.., . .,.,.,,.w�-.�........... .. .� 7,r'�.,5:,:r�4,�351;.,r.:rrv,..,y�;n1,.i;;iiiSYi,,.t.,:77r�'�^v3:t55;J,e;^rri;r„e75axz1:>?,�'?i�;2r''�:er;Y,.��;5r;,.,^,,�"eriri�;47tYrmi��i ::frr��e4.,,✓.{,Ser re,.fiar7i.:r,7f.7ir:7E:,a::,•,:e7rra7c,7.?irr::�3ir�.rrt 3 'rl i n. s�., \�*� a0_ _,_\.. '�• \' ppe \\ ^w.,...m \> �•���1 01\��r �. e I�j • ..;iis ie:JEJN��.'.-" 'hi 'ii.AeA:J°rJ+r. �- '4'.Ae�:J�r,'�'• g., •:A:Ai�.J+ri::. �iti ;�Ar/r{y JlrlNce ...:. .� :,qAi{i_s{Jle r '" °:rAiA:J°0°r� TERMS AND CONDITIONS The Permittee Sean R.McCoyd, 3360 Minnehaha Boulevard 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 prior to expiration. 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. A permit issued for work not including a demolition as per the definition in the Town Code, but subsequent to issuance,the work results in a demolition,the permit is voided and a new application must be submitted. 6. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 7. 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. 8. 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. 9. 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. 10. That the said Board will be notified by the Permittee of the completion of the work authorized. 11. 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. 12. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. I i (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND AIRE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTTUTOX CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION DF WELLS(W),SEPTIC TANKS(ST)do CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. LOT COVERAGE DRAINAGE CALCULATIONS 400 Ostrander Avenue, Riverhead, New York IlaOl tel. 631.12-1.2303 fax. 631.121.0144 BUILDABLE LAND=LOT AREA(11,007 SQ.FT.)- HEALTH DEPARTMENT USE admin®youngengineering.com WETLANDS(442 SQ.FT.)=10,565 SQ.FT. VOLUME REQUIRED g� Baffin a1e ROOF: 876 SF x 2/12 x 1,0 = 146 CF EXISTING FRAME HOUSE&GARAGE = 1,360 SQ.FT. VOLUME PROVIDED FRAME STORAGE = 18 SQ.FT. USE NEW LEACHING FIELD#1: WOOD DECK = 299 SQ.FT. L--� (2)GALLEYS 8.50'x4.75'x2.50'DEEP = 160 CF Howard W. Young, Land Surveyor WOOD LANDING = 28 SQ.FT, VOLUME REQUIRED G /� "' ��° �/ Thomas G. Wolpert, Professional Engineer f' P9 ;'•,', a y Douglas E. Adams, Professional Engineer ROOF: 1,015 SF x 2/12 x 1.0 = 169 CF Daniel A. Weaver, Land Surveyor TOTAL= 1,705 SQ.FT.=16.1% VOLUME PROVIDED PIOAPD 0 i F r PROPOSED ` 1&2 STORY FRAME HOUSE = 1,182 SQ.FT. USE NEW LEACHING FIELD#1: (3)GALLEYS 8.50'x4.75'x2.00'DEEP = 192 CF TOWN Or SITE bATA 1 STORY GARAGE =432 SQ.FT. COVERED WOOD DECK(ENTRY) = 143 SQ.FT, \ 3 i%ATE j �} / AREA = 11,007 SQ. FT. COVERED WOOD DECK(REAR) = 135 SQ.FT, \ �e�j( t,, A, `` �C)��j RAISED WOOD UTILITY PLATFORM =41 SQ.FT. - - -,-i" - *SEE FLOOD INSURANCE RATE MAP PANEL NO.36103CO166 H LAST DATED TOTAL= 1,933 SQ.FT.=18.3% \ *ZONING USE DISTRICT = R-40 \ * VERTICAL DATUM =NAVD(1988) TEST D HOLE Es \ * DEPTH TO GROUNDWATER =4 FT BY DATE:03/21/2024 a� \ * NUMBER OF BEDROOMS(DESIGN EQUIVALENT) = 3 EL=5.4 0.0' \ TIE LINE ALONG APPROX. DARK BROWN \ , HIGH WATER MAIRK MINIMUM REQUIRED I/A OWT5 CAPACITY =400 GAL LOAM * PROVIDED I/A OWTS CAPACITY = 500 GAL (OL) X�o �� 5600 20 061IT E 2'0' 5.621 CO'`6�/ *GRAVELLE55 ABSORBTION TRENCH REQUIRED BROWN SILTY _ CGL a \ a�a` USING TABLE 11 OF THE SCDHS STANDARDS SAN (sMi w `( g P„ �\ N35°58'03°E CQ^ �° FOR A 3 BEDROOM DESIGN&1-5 min/in PERCOLATION RATE) =46 LF . f 3. LEACHING FIELD#2 6WEL=1.2 4.2' ¢ (3)GALLEYSoP *GRAVELLE55 AB50RBTION TRENCH PROVIDED =46 LF WATER IN TIDAL WETLANDS \ Q" BROWN SILTY �' BOUNDARY,AS _ \ 8.50'x4.75' x 2.00' DEEP ! SAND °� '" DELINEATED BY o (SM) EN-CONSULTANTS, 08 0, 6.0' > 04/09/2024 () 2.7, ! v � �, sF S61� •\rtiF PROPOSED WIRE-BACKED C EXISTING DRYWELLS CO / 'Stj/`A \ SILT FENCE / �P \. TO BE REMOVED(TYP) FRAME / sSt'�. \ (8,098 SF AREA OF $ SHED q DISTURBANCE) ENGINEER'S CERTIFICATION WATER IN PALE 6 2.94` \\ ¢ �O V gmmga aria( BROWN FINE G / SAND I HEREBY CERTIFY THAT THE WATER 5UPPLY(S)AND/OR SEWAGE DISPOSAL o (SP) �� /^ +3.2, `�\ ti/oi 2.s2 SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER-MY \ .4` �// �•�( °'/ \ TI')AL WETLANDS BOUNDARY kot 0�' ?o• 0j/ /i �� S7�j0 1< ALDN6 SEAWARD FACE OF CONC. DIRECTION.BASED UPON A CAREFUL AND THOROUGFj 51`l1bY�7f"�HE bIL, e / ` 2L „ BU'-KHEAD,AS DETERMINED BY SITE AND GROUNDWATER CONDITIONS,ALL FACILf1Ir 5,A5 PROPOSED''' pt .ogr U 231, EN CONSULTANTS,04/09/24 CONFORM TO THE SUFFOLK COUNTY DEPARTMEN P-HEALTH TH$ERVT'CE`5 , 15.0, t` .4(/ - % /ram sF0 POS / :/ �ti P 17 HIGHEST EXPECTED PROPOSEDISTORY O� GR O 7g TIt LINE ALONG APPROX. ° ` JQ O p.`\ PCgTFIy°QD 24 \ LF P s HIGH WATER MARK CONSTRUCTION STANDARDS IN EFFECT AS OF / S DATA. * \` GROUND WATER EL=1.2 \ I 1�' i` �7� \ O O q FO :j T TE DETACF ED GARAGE 10, r O `v '/:.i \?: / ��FFEL=8.10 T h �\(ipFtiO of \ "60o C7 0 ,ri , ..I• z- a 4 �' .•C _ti ^.` �. ,yh 2.6 IC�, fi', ASPHALT DRIVEWAY �� ')j ,, =Y A. i/ ;> P• ` \ O C°N� \ `J> 0611 J 4 `� FLAGPOLE 9� \ TO BE REMOVED v :: Vp�2 `� 7 Ck O ;yC m .# •' 5.28 5 Q8A Q- \ �;`I NOTES FOR B� /�L rl wi �G 4 E ;- > Cl��.P Fan EXT,'Sn TNATER P y' p o s• o o sTO FOF 4•j .�\ i iC'vJARD W.Y JI G,N.Y.Q.L.;: N .4 '93n ABANDONMENT OF SANITARY STRUCTURES 5F_RVICEv P °CRC ��`� 0• ; : a THOMAS C. OL RT,N.Y.S.P.E.NO.6i483 DOUGLAS E.ADAMS,N.Y.5.P.E.NO.80897 _._..._..__ ABANDONMENTIN-PLACE h AY, ,� , t o,'4 ! _ +°,p s3 'ti, Fo eF Pp 4' \ EXISTING SYSTEMS SHALL BE ABANDONED BY REMOVING ALL PROPOSED ° r b G7 O. q Os �� RCF of �� r czc �' .: xR ` � �� p dF fi �zMrr .: `:. PERVIOUS GRAVEL��� e F '� T O 0 of o RESIDUAL SEWAGE WASTES BY A LICENSED WASTE HAULER, 0 8a rr O tit cOp pOo Op �/� PVq Moo SURVEYOR'S CERTIFICATION REMOVING THE TOP OF THE STRUCTURES ,BACKFILLING WITH DRIVEWAY k ) 8• Q a, t ' 6fi �Y'O Y }'a•a7 o OFC Os RO c0 Arno FRq 3 ( ) ��cicc'/� °�o. 60, o''.a., ,cam RO l(ySfi. 1. 1'. h. F01 Fmk VF N ",,� * i[_, SUITABLE SAND AND GRAVEL MATERIAL,AND PROPERLY APPROX LOC OF EX r_F O, , so, s*F O` 0 :> WE HEREBY CERTIFY TO 5 EAN M c C DYD TH41','H3 Srl1gVE'Y W�l � COMPACTING. SANITARY SYSTEM TO BE oz s 76 +i�3 '' ��fl �'` > pR �00 fi T, PREPARED IN ACCORDANCE WITH THE CODE OF PRA(&idI fOR LAit D S11R1lEYS I /j `..fib• x° d o OA R g J SI ABANDONED IN ADOPTED BY THE NEW YORK STATE ASSOCIATIO�A (dFES5IdWAL�LAND ABANDONMENT BY REMOVAL \ ACCORDANCE WITH u,/ �`� eys hO pO $ Y', O Y S 0 0 SURVEYORS. ' '-` r , : t.. , z.. o O �`` EXISTING SYSTEMS MAY ALSO BE ABANDONED BY REMOVING ALL SCDH5 STANDARDO 81+ w' 6jo p FC o� ass z . , c 0R o RESIDUAL SEWAGE WASTES BY A LICENSED HAULER,REMOVING THE ENTIRE STRUCTURE(S),BACKFILLING WITH SUITABLE SAND 0d 0°Gj, R / w s e` v:r �)y N Of AND GRAVEL MATERIAL,AND PROPERLY COMPACTING. cMF �w� ZI a' yF�GF ti// , A \ / �/ y�`�'yJ r0 y \•.) 0 \a-, J^ ABANDONMENT OF SEWER PIPING " 3 1/ HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 �, w THE ASSOCIATED SEWER PIPING SHALL BE CUT AND CAPPED AS A 3 v \w\ r; Ro O �' �. �� �� `z�r� DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 MEANS OF ABANDONMENT,THE DEPARTMENT SHOULD BE /Fj"�� O Q ` 6.45 i\`v �` Q CONTACTED FOR FURTHER ABANDONMENT REQUIREMENTS,IF / J 6i. FUTURE CONSTRUCTION IS CONTEMPLATED IN THE AREA OF THE 3 .� ` / .9 GF �'`� �` tK o>< SURVEY FOR ABANDONED SEPTIC SYSTEM. aQ�/ �((J `\ w w +6.86 s� TH a v/ \ ejDL� ZONE e^J CERTIFICATION REQUIRED 0,/ . AE(EL6) THE ABANDONMENT OF EXISTING SEWAGE DISPOSAL SYSTEMS, w VC FOJP1091 A �> � SEAN MCCOYD EITHER IN-PLACE,OR BY REMOVAL,MUST BE CERTIFIED BY EITHER / PROPOSED ` \w �!/ S o �� ZONE A LICENSED DESIGN PROFESSIONAL OR LICENSED CONTRACTOR AS / r^ SANITARY #4# RCF °iL�' (0 CHANCE)AL E INDICATED BY THE DEPARTMENT ON THE PERMIT TO CONSTRUCT, [�"J // SYSTEM w 4 .`O 5 Ba5.97 \• at Laughing Waters, Town of Southold FOR PROJECTS SERVED BY MUNICIPAL SEWER DISTRICTS,THE / '/ \ \ysllzv \ LEACHING FIELD#1 N APPROPRIATE MUNICIPAL AGENCY WITH JURISDICTION SHOULD / / .\ \4 R (2)GALLEYS Suffolk County, New York AL50 BE CONTACTED. / A e//; \ 11,\� +6.49 \8.50'x4.75' x 2.50' DEEP �O� N o w� S���Qh°^�o� BUILDING PERMIT SURVEY LEGEND IPF sPQ '9,- �er� gmllwa=::oaaln / / `. *� 9e�' 87 Block 03 Lot 66.4 hQ � County Tax Map District 1000 Section CIO° 1,_ BBC = BELGIAN BLOCK CURB / 60 \` cMF FIELD SURVEY COMPLETED MAY 08,2024 i BSW = BRICK SIDEWALK A *e, \ MAP PREPARED MAY 09,2024 CIC =CAST IRON COVER // v6/,c 419 CH =CHIMNEY / Q*erg \ Record of Revisions DI =DRAINAGE INLET NOTES REVISION DATE DW =DRYWELL ` EOP = EDGE OF PAVEMENT 1.THE OWTS SHALL BE MODEL CEN-E MANUFACTURED BY FUJICLEAN USA. ` _ ___ADDi=D BUIL DIN&PERMIT DATA .TAN 29 2025 IPF =IRON PIPE FOUND ADDFD BUILDING PERMIT DATA APR 09. 2029 MLF =METAL FENCE 2.THE DESIGN ENGINEER,FUJICLEANN USA REPRESENTATIVE,AND SCDH5 OL =ON PROPERTY LINE REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWTS AND LEACHING ` 05 =OUTDOOR SHOWER SYSTEM. APPROVAL FROM ALL THREE.PRIOR TO BACKFILL. cMF PRF =POST&RAIL FENCE 3.THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OF A RCF =REBAR&CAP FOUND FUJICLEAN USA REPRESENTATIVE. RO =ROOF OVER / WMR = WATER METER 4.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE `` - 20 0 10 20 40 60 =LIGHT POLE MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE 9 • =END OF DIRECTION/DISTANCE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES(5CDH5)PRIOR TO APPROVAL OF Scale: 1" = 20' =WETLAND FLAG THE I/A OWTS REGISTRATION BY THE SCDHS IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. JOB N0. 2024-00 DWG.2024_0058_bp 1 OF 3 Glenn Goldsmith,President OF S0(/r Town Hall Annex 54375 Route Nicholas Krupski,Vice President �O� ®�® P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly G Q Telephone(631) 765-1892 Joseph Finora :r1h Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 17, 2026 En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: SEAN R. McCOYD 3360 MINNEHAHA BOULEVARD, SOUTHOLD SCTM# 1000-87-3-66.4 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, February 11, 2026 regarding the above matter: WHEREAS, En-Consultants on behalf of SEAN R. McCOYD applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance•of the Town of Southold, application dated December 4, 2025, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policy 6.3 of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: establish and perpetually maintain a 10' wide vegetated non-turf buffer along landward edge of existing concrete seawall; plant two (2) additional native hardwood trees in rear or side yard ; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on February 11, 2026, 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 project complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees APPROVE the application of STEVEN GUDDAT & TORREY ACRI to demolish and remove existing 1,360sq.ft. one-story dwelling with attached garage and deck and construct in its place a new 1,182sq.ft. 1 & 2 story, single family dwelling with a 143sq.ft. covered entry deck and 135sq.ft. covered waterside deck with associated steps, and a 432sq.ft. one-story detached garage; install wood utility platform and 4'x7' outdoor shower with discharge piped to drainage system; replace existing asphalt driveway with pervious gravel driveway; remove existing septic system,and install an UA OWTS sanitary system; install stormwater drainage system; and to establish and perpetually maintain a 10' wide vegetated non-turf buffer along the landward edge of the existing concrete seawall; with the condition to plant an additional two (2) native hardwoods in the rear or side yard; and as depicted on the site plan prepared by Young Associates, received on December 4, 2025, and stamped approved on February 11, 2026. 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 truly yours, Glenn Goldsmith President, Board of Trustees I 1 I _ I { f I � ST�EES T U THOL,D I SOU I II j _ - - '- • I - 100% up _ I . NO. i j s , I � I Sean A�co a I Tslued o Dade 1 IL Addres3O ti f THIS. NOTICE -.MUST BE DISPLAYED DURING CONSTRUCTION l TOWN TRUSTEES RUSTEES OFFICE.TOWN IOF SOUTHOLD f SOUTHOLD; N.Y. 11971 TEL.: 765.1892 1 Hobson, Thomas From: Robert Herrmann <rerrmann@enconsultants.com> Sent: Friday, February 6, 2026 2:53 PM To: Hobson, Thomas Subject: RE: LWRP reports for February Attachments: #8056-McCoyd LWRP Response.pdf Tom, Thank you for forwarding. Please note that the same project was reviewed and recommended as CONSISTENT in a previous report from the LWRP Coordinator,which acknowledges the practical constraints on the property and recognizes the proposed environmental improvements created by the project(copy attached). Please add this report to the file and bring to the Trustees attention,along with the below comments,which are responsive to this more recent report. 1) Regarding the scale and consistency with neighboring homes,insofar as such an assessment relates to Chapter 275,the footprint of the existing dwelling is notably smaller than the 2 adjacent dwellings,and the footprint of the proposed dwelling is smaller than the existing. The existing dwelling is set well landward of the pier line of the 2 adjacent houses relative to the adjacent waterway,and the minimum wetlands setbacks to the new dwelling and attached deck will increase by approximately 7 to 12 feet. It is also worth noting the proposed dwelling is both GFA and sky plane compliant,and a front yard setback variance was granted by the ZBA to help accommodate the landward relocation of the new dwelling. 2) Regarding the new dwelling's specific noncompliance with the 100-foot wetlands setback,it can again be noted that the new dwelling structure will be relocated 7 to 12 feet farther landward on a parcel with extremely limited lot depth,and compliance with the 100-ft wetlands setback would require placement of the new home on a neighboring property across the street. 3) Regarding the recommended condition for any approval issued by the Trustees,the establishment and perpetual maintenance of a 10-foot wide vegetated non-turf buffer adjacent to the seawall is already proposed and depicted on the site plan. Best, Rob From-//Hobson,Thomas [mailto:thomash@southoldtownny.gov] SentJFriday, February 6, 2026 11:32 AM To: 'Robert Herrmann'<rherrmann@enconsultants.com> Subject: RE: LWRP reports for February I received the McCoyd LWRP today. Attached. From: Robert Herrmann<rherrmann@enconsultants.com> Sent:Thursday, February 5, 2026 9:41 AM To: Hobson,Thomas<thomash@southoldtownny.gov> Subject: LWRP reports for February 'Morning Tom, Please do me a favor and kindly email me field inspection notes and LWRP reports for my 5 applications when you receive them since it appears the laserfiche site is still down. 1 Thanks, Rob Robert E.Herrmann,MEM Coastal Management Specialist En-Consultants 1319 North Sea Road Southampton,NY 11968 Phone: 631-283-6360 Fax:631-283-6136 Email:rherrmann@enconsultants.com www.enconsultants.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 = �nq ' F5i01(pirOFFMCE LOCATION: O��QF SO(/TyO//__ rJAlLING ADDRESS: r� r Town Hall o P.O.Box 1179 " � t1 "2375 State Route 25 Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) G. Telephone:631 765-1938 outhold,NY 11971 g D)7q)a4 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Leslie Kanes-Weisman, ZBA Chairperson Members of the Zoning Board of Appeals Cc: Julie McGivney, Assistant Town Attorney From: Heather Lanza, AICP, Planning Director 'GU LWRP Coordinator OCT 2 9 2025 Date: October 29, 2025 40nrn9 Board of APPeals Re: LWRP Coastal Consistency Review Sean R. McCoyd, #8056, SCTM# 1000-87.-3-66.4 This application is for variances based on an application for a permit to demolish an existing dwelling and construct a single-family dwelling located less than the code required minimum front yard setback of 35 feet, and an accessory garage located in other than the code permitted rear yard. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposal is CONSISTENT with the LWRP. While the applicant argued that the proposed actions were exempt from LWRP review pursuant to Southold Town Code § 268-3 under the definitions of"minor actions" including: B. "Replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site (in place), including upgrading buildings to meet building or fire codes, except for structures in areas designated by the Coastal Erosion Hazard Area (CEHA) law where structures may not be replaced, rehabilitated or reconstructed without a permit and shoreline erosion control structures (including, but not limited to, groins,jetties, bulkheads, tilled piers) located within Great Peconic Bay, Cutchogue Harbor, Little Peconic Bay, Hog Neck Bay, Noyack Bay, Southold Bay, Shelter Island Sound, Pipes Cove, Orient Harbor, Gardiners Bay, Long Island Sound, Fishers Island Sound and Block Island Sound (excluding all creeks);"and F. "Granting of individual setback, lot line and lot area variance, except in relation to a regulated natural feature or bulkhead or other shoreline defense structure or any activity with the CEHA." it was determined that the proposed work, which includes changing the position, size and number of structures on this parcel does not qualify as a "Replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site (in place)" and was therefore not exempt. After review of the application, the proposed work was determined to be consistent with the following policies: Policy 5.2. A. Minimize non-point pollution of coastal waters and manage activities causing non-point pollution. The proposed action calls for replacement of an existing asphalt driving with a pervious gravel driveway, establishment of a 10-foot-wide vegetated non-turf buffer adjacent to the existing seawall, and installation of a stormwater management system which will help to protect nearby surface water quality. Policy 5.1 C. Ensure effective treatment of sanitary sewage by requiring sufficient treatment of sanitary sewage to avoid negative impact to the sole source aquifer. The proposed action involves replacing a traditional septic system with new I/A OWTS sanitary system that will reduce Nitrogen pollution to the groundwater, helping to better protect both coastal waters. Policy 4.1 A. 3. Move existing development and structures as far away from flooding and erosion hazard areas as practical. Maintaining existing development and structures in hazard areas may be warranted for sites where relocation of an existing structure is not practical. While redevelopment in the coastal flood hazard area is technically inconsistent with the LWRP, this action is proposed for land that already is developed with no practical way to move the development out of the flood zone. The house is proposed to be built to withstand flooding and minimize loss of life and structures. Pursuant to Chapter 268, the Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. 2 COFF04 Glenn Goldsmith,President ���\O COGy.► Town Hall Annex A.Nicholas Krupski,Vice President < 54375 Route 25 0 Eric Sepenoski ,? P.O.Box 1179 Liz Gillooly �y • o��. Southold,NY 11971 Joseph Finora ��l + '1a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: Cl En-Consultants on behalf of SEAN R. MCCOYD requests a Wetland Permit to demolish and remove existing 1,360sq.ft. one-story dwelling with attached garage and deck and construct in its place a new 1,182sq.ft. 1 & 2 story, single family dwelling with a 143sq.ft. covered entry deck and 135sq.ft. covered waterside deck with associated steps, and a 432sq.ft. one-story detached garage; install wood utility platform and 4'x7' outdoor shower with discharge piped to drainage system; replace existing asphalt driveway with pervious gravel driveway; remove existing septic system and install an I/A OWTS sanitary system; install stormwater drainage system; and to establish and perpetually maintain a 10' wide vegetated non-turf buffer along the landward edge of the existing concrete seawall. Located: 3360 Minnehaha Boulevard, Southold. SCTM# 1000-87-3- 66.4 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.: &a/ /� / i, �0 �fk266 1 vD per, M 2 dGt�,A644 i &4w,6 Cg�a441�: L �i►� ,�, � T "7L7 r �•D /' Present Were: 47-G. Goldsmith 4—N. Krupski1 E. Sepenoski L. Gillooly 7_k2_1. Finora I 1 I j i i i MAXIMUM SKY EXPOSURE PLAGUE i 35' ABOVE AVERAGE GRADE i i — TO DISCHARGE `•\ i T RIDGE...... ....................................... minimum ` t32'-4"AB .AVERAGE GRADE 4 \.♦ 11ITII HIT 111 11 1 1 11 1111 11 1 IT 11iv "\ TO RIDGE �. 1 I 1 / AB AVER GRADE TYPICAL ROOFING ASPHALT ROOFING OVER 5/8" ! Q�' EXT.GRADE PLYWD ROOF SHEATHING. ` 1 ICE-WATER DAM MATERIAL. II IIITIMMIIIII ♦'♦ j JRQ/ / PROVIDE METAL DRIP EDGE AS PER11 11 IT 11 11 IT 11 11 IT 11 111111 11 11 111 11 Ill IT 11 11 IT 1 11 IT 11 11 11 IT II I IT ITII 111111 11 IT 11 11 111 5 •/ R905.2.8.5/FLASHING SHALL COMPLY �'♦ j ! 0i/ W/R 905.2.8 11 1 11 11 IT II II IT 11 11 1 1Ill II \ I ♦ I 1 ; I If ♦.\ j I /! 11 "♦ I I ;i/ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -.- - - -..LLJ LLJ FinCl�2ndfloor _ — \� i 1 / ` ZTO RIDGE 0 i _ _M_A)9T_O_P_OF_RID_GE_ _ _ _ _ t18'-8"AB GRADE ,DOf I ` O I fyd AB ADJ GRADE �._. %•♦ [Y j i 1 I UJ j — _ _ — PROPOSED T_O_RIDG_E_ J' 12 ♦` LU I 1 1 -6'AB AVERAGE ! ! ! ! ! COIL STOCK \. LLl Q 8 GC VIF I I t t t ♦. F— I Z_ i ;GRADE i i j i i STRAPPING @ ` Z i FLR LIN-ES,— — — _ _ _ — — _._._. —PROPOSED 2ND FLR ♦.♦1 ; —.�._._1—._..�.—.—j_._. ._. ELEV+19.67' i i i i i i TYP ` 1 i I ♦ / SIDING AS PER W •\ i TYPICAL EXTERIOR O NERLLFIFF V ♦ I 1 / ! PLYWD SHEATHING,TYVEK HOUSE j / ASPHALT ROOFING WRAP 2X6 EXT WALL FRAMING t i R-3 CONT.EXTERIOR RIGID BD INSULATION Y RAILING r R-21 CAVITY INSULATION \y ! MECHANICAL EQUIPMENT Style as per O DOUBLE TOP/BOTTOM PLATES+FIREBLOCKING j I PLATFORM W/ min 36"above j 1 SCREENING i I j I OVERHEAD GARAGE i j DOOR 9'W X7'HIGH I I o I PROPOSED 1S _._ _._ _ _._._..._,_ _,_._.—,_._._._•_._._ _._._._._._._._.._._._._ —._.—._._. -- ._._. ...... _._._._._._ _ _._._._._._._._._._,_ _ _ PROPOSED IST FLR o I ELEV+10.0'— — — — _. ELEV+10.0' i DFE j MINIMUM UNDERSIDE DFE j j RAGE FLOOR SLAB QFFRAh01 MINIMUM UNDERSIDE_ 5-4" STONE VENEER OVER PIERS 9 OF FRAMING j VEL W/ROAD ELEVATION BADE VARIES `r 4 I I j --- ----- ----------------------- -- ------ N ..................... LATTICE PANELS BETWEEN PIERS ,_• N AE-6 _. _._._._._._..: ...... I ! AVERAGE GRADE i I FILE FOUNDATION i i typical ELEV +5.25' j s__ i I __:�„_ __ .._.�,_,�,— �__�, ..__.. -------;;;__, �,_,��,:,_„_,_,___:__1=ELEV 5' 1 1 I I I I , __,_,_-_-_-_-..,-- �.,_,_,...... _,_, j i I I I i 1 L__J L__J L___J I i TYPICAL EXTERIOR WALL L__J I 1 i SIDING AS PER OWNER OVER 5/8"TH L__1._.BO FOOTIN..._...—•_._...—.—,—._,_ t I j j PLYWD SHEATHING,TYVEK HOUSE MIN T-0"BELOW GRADE i Proposed Front (;South) Elevation scale 1 /4" = 1'-G' No: Date: Revision: Barbara M. Ruggiero Architect P.C. 176 Pine Street, Garden City, NY 11530 Voice. 516.739.6219 e: BMRarchitect@gmail.com Prof ect: SCTM#1000-87-3-66.4 MCCOYD RESIDENCE 3360 Minnehaha Blvd, Southold, NY Drawing Title: Proposed Front Elevation Seaul & � ��rjegRc� Date: 04.28.2025 0 Lk , Scale. 1/411 1 0 UON O �P �' . Drawn B C k DRAWING No.: �0Z0504-N ZBA — 04 DEC t` 2005 .3 � � �o _ r OP N E\I4 NL Drawings are NOT to be scaled FOR ZONING SUMBITTAL ONLY It is a violation of NYS education law, article NOT FOR CONSTRUCTION OR ESTIMATING PURPOSES 145, for any person, unless acting under the direction of a licensed architect, to alter an item in any way. "PHIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF THE ARCHITECT FOR THE SPECIFIED PROJECT AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION 1 i MAXIMUM SKY EXPOSURE PLANE 35' ABOVE AVERAGE GRADE TO RIDGE _ _ _ _ _ _ _ _ _ _ �'� t32'-4"AB AVERAGE GRADE � I', 12 Q8 TYPICAL ROOFING ASPHALT ROOFING OVER 5/8" EXT.GRADE PLYWD ROOF SHEATHING. ICE-WATER DAM MATERIAL. PROVIDE METAL DRIP EDGE AS PER �• R905.2.8.5/FLASHING SHALL COMPLY W/R 905.2.8 ED_,-._,_._._._PR_O_PO_S...... C_ _ _•_ ------ _._•-•_,_•_._.--- -•-•- - - - -•-- -•- --- - - -. STORAGE USE ONLY -'T"'_._I-'-'T ---- - -'- - -' SG ELEV+28.6r TYPICAL EXTERIOR WALL SIDING AS PER OWNER OVER 5/8"TH PLYWD SHEATHING,TYVEK HOUSE _ TO RIDGE ,,��' f18'-8"AB AVERAGE GRADE 12 WRAP 2X6 8 COIL STOCK R-3 CONT. XTERIOR RIGID BD INSULATION FM STRAPPING @ R-21 CAVITY INSULATION f'� FLR LINES, DOUBLE TOP/BOTTOM PLATES+FIREBLOCKINIG �0 TYP ♦* 1Q4 12 4 _ _ I I I P_ROP_OS_E_D2N_DFLR�`, - - - - ......- - - - - - - - -�._. . ._._. - - - - ... —ELEV+19.67' �• I I I •` I' I, I, LOAD BEARING N COLUMNS,TYP N REAR PORC OVER RAILING MIN 3'H,typ j Handrail centered M ENTRY on column,typ PORCH I I 1 1 ST FLR PROPOSED 1 ST FLR c I I ELEV+1p ..........................- - - - -I - -I- - - - -•' - -•-•- - _ _ - - -ELEV+1_ - - - - I 1 M i i I I 1 DFE M N11NIMUM UNDERSIDE" I I PC FOUNDATION OF FRAMING o I I WALL AE 6 N GRADE ELEV+6.25 ......_ _ AVERAGE GRADE ELEV GRADE _. ,_,_,_,_._,_,_,_,_,_,_ _ _ AVERAGE (GRADE ELEV'5 PILE FOUNDATION Proposed Garage Side (West) Elevation scale 1/4" = 1'-0" MAXIMUM SKY EXPOSURE PLANE 35' ABOVE AVERAGE GRADE r..-------------------------------------------.............--------------------------------------------------------------------,-------% 1 i o MIN TO DISCHARGE +� TO.RIDGE.- - --- -•-•-•-•--- - ------- -- +♦ iL t32'-4"AB AVERAGE GRADE i TO R_IDG_E.... ... ........... i AB AVERAGE GRADE 12 TYPICAL ROOFING + �! 8 ASPHALT ROOFING OVER 51V' +� EXT.GRADE PLYWD ROOF SHEAATHING. r, ICE-WATER DAM MATERIAL. No: Date: Revision: PROVIDE METAL DRIP EDGE CODMPL Barbara M. RU IerO R905.2.8.5/FLASHING SHALL CODMPLY � i W/R 905.2.8 �� g i _ vaulted dg @bedroom----- Architect P.C. � 10'-0"AFF �� i! _ _ _ _ _ _ _ _ _ _ _ --- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. FPROPOSEDATTIC r - - - - I - - - - - - - - - �sTOR-- -USE ONLY 176 Pine Street, Garden City, NY 11530 EELEV+28.67' Voice. 516.739.6219 e: BMRarchitect@gmail.com �! TYPICAL EXTERIOR WALL �+ SCTM#1000-87-3-66.4 i SIDING AS PER OWNER OVER 5/8"TH I Project: � PLYWD SHEATHING,TYVEK HOUSE 'TO RAILING 1+ McC�YD RESIDENCE WRAP 2X6 EXT WALL FRAMING I PMIN 3'-0"ABOVE WALKING R-21CAVI EXTERIOR RIGIDDBD+NSULATION ;SURFACE , 336(0 Minnehaha Blvd, � R-21 CAVITY INSULATION I 'r, % DOUBLE TOP/BOTTOM PLATES FIREBLocIaNG � 12 Southold, NY '�! 4 I +r. i I I I f PROPOS_ED2_N D_F_LR `�i _ _ _ _ - _ - - _._._. .- - - - - - - - - - - - - - - - - I - -I- - - - - - - - - - - - -•- - EELEV+19.6T_ �� Drawing Title: -- , Proposed Side Elevations ROOFED Seal & S' Date: 04.28.2025 VER ENTRY TRY E� Rcy� Scale: 1/4" - V-0" UON PORCH OUTDOOR j � ARP, `? Drawn By: SHOWER Q n _-____ W/PRIVACYF� DECK RAISED O �I z ' t ' DRAWING No.: J ' ......-•-•-'-'-'-.- - - - -•- - - J�,r- L fi o i I 1ST FLR ...... _ •-,-,-,-. _._ I � ELEV•+10 N .... ZBA DFE �2 V n 5 PC FOUNDATION MINIMUM I UNDERSIDE 0504- 2Q25 '9T OF N O � _ ,OF.FBAC+ItIt�G.,_,_,_, F WALL ---------- AVERAGE_ _ _GRADE VERAGE GRADE AVERAGE GRADE __ ' _` :'_::..:_______.- Drawings are NOT to be scaled -•ELEV.S,_._._._,_,_._._._._._._,_._._._,_._._,_._._,_,_._,_,_._._._._._._._._._._ EL _ _ ._•_._,_._,_._._._._, .GCE �Ev� _ _ _ - 1 FOR ZONING SUMBITTAL ONLY + 1 NOT FOR CONSTRUCTION OR ESTIMATING PURPOSES It is a violation of NYS education law, article 1 145, for any person, unless acting under the Proposed Side (East) Elevation .direction of licensed architect, to alter an scale 1/4" = 1'-0" item in any way. THIS IDOCUMENT IS THE PROPERTY AND COPYRIGHT OF THE ARCHITECT FOR THE SFPECIFIED PROJECT AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION MAXIMUM SKY EXPOSURE PLANE 35' ABOVE AVERAGE GRADE ,_,_...................-----------------------------------------------------------------------,......_,_._,............_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_._,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,� TO RIDGE i 111111 11 IT 11 11111 11 1 11 1 1111 11 11 IT 11 11 11 ±32'-4"AB AVERAGE GRADE i '♦ RIDGE•—•—•—.—.—._._._- ._ ♦, i t30'-10 AB AVERAGE GRADE I 1 11 IIITII Ilifil 111111 IIITII IIM41#11 111111 111111 JIITII 111111 111 1 IT 11 11 If 11 11 11 1 1 1 1 1 1 1 1 1 1 1 111111 IIITII 11 11 111111 Will IIIIII 11111 lilill 111111 111111 111111I lill 11 1111111 �,P,•� ASPH/ALT ROOFING OVER 5/8" III Q i EXT.GRADE PLYWD ROOF SHEATHING. 11 WIMIN Milli 11 ICE-VNATER DAM MATERIAL. ♦'♦ O�J4 PROVIDE METAL DRIP EDGE AS PER R905.2.8.5i/FLASHING SHALL COMPLY ♦'� W/R 905.2.8 i11 11 if II 1111 11 11 IT 11 11 IT 11 1 11 TYPICAL EXTERIOR WALL 11 11 ITII 111111 11 IT 11 111111 11 IT 11 11 11 11 11 11 111111 SIDING AS PER OWNER OVER 5/8"TH ♦. i _PROPOSED ATTIC — _ _ _ _ 11 IL. I_ I 11 I 1 11 I.I_ JI. T I I PLYWD SHEATHING,TYVEK HOUSE : STORAGE USE ONL Y WRAP 2X6 EXT WALL FRAMING •♦ i ELEV+28.67' R-3 CONT.EXTERIOR RIGID BD INSULATION R-21 CAVITY INSULATION i DOUBLE TOP/BOTTOM PLATES+FIREBLOCKING ♦'♦ i CHIILD PROOF GUARD RAIL ♦'♦ MIN 136"AB WALKING SURFACE,TYP _ _ TO RIDGE_ _ _ _ t18'-8"AB AVERAGE G iRADE i _ _ _ _ _ _ _ PROPOSED TO RIDGE ♦ z i 17'-6' AB AVERAGE ♦ �• GRADE1 11 IT 11 11 �♦,♦ F is i i i 0 11 ♦. J i I I I ♦. i _PROPOSED 2ND F 0 _LR I I I ♦ i I I I UJ i i i ♦'♦ z ii i� ERIOR X LFINIS ',DI-BOAF SIDING, IGHT D E PANEL >' SHEA H G, CHILD OF GUARtD I I EK HOU MIN 3 WALKING;SU F CE,TYP P 2X6 WALL MING I CONT,E ERIOR 1 D BD IN U ATI N IT. I IR I I I o PROPOSED 1ST FLR._,_ _._._•_•_._, ...... DETACHED GARAGE 1 1 _•_•_•_•_•_•_•_ DFE-minimum un erside I 0istructure•—•--- —•— — — 1 0 1 iv PC FOUNDATION I ................. AE-6---------- _ WALL I __,_,_,_,_,_,_,_,_,_,_,__,_,_,_,_,_,_,_,_,_,_,_,_,_,___,_,_,_,_,_,_,�,_,_, _, _gV�BA GFi�QE,_,_,_, ELEV 5 EL IEV5 _,_,_,_,_ ..,_,..,�,_ I I I I I I I I I I I Ll I I I I I I I I I I I I I I I I I I I I r 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 I I I I __. _ . I I L__J L__J L._.—J L__J BOF00TING __J MIN _-_ BELOWGRA DE _._._ _._. Proposed Rear (North) Elevation scale 1/4" = 1'-9' No: Date: Revision: Barbara M. Ruggiero Architect P.C. 176 Pine Street, Garden City, NY 11530 Voice. 516.739.6219 e: BMRarchitect@gmail.com Project: SCTM#1000-87-3-66.4 McCOYD RESIDENCE 3360 Minnehaha Blvd, Southold, NY Drawing Title: Proposed Rear Elevation Seal & Signature: Date: 04.28.2025 Scale: 1/4" - V-0" UON ARC Drawn B j.5 rELt DRAWING No.: ZBA 06 I. Drawings are NOT to be scaled FOR ZONING SUMBITTAL ONLY if is a violation of NYS education law, article NOT FOR CONSTRUCTION OR ESTIMATING PURPOSES 145, for any person, unless acting under the direction of a licensed architect, to alter an item in any way. THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF THE ARCHITECT FOR THE SPECIFIED PROJECT AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION I C!I I!! !II II CE PC PIER FOOTINGS,TYPICAL DEC - 4�2025�I � .,. Z 16"x16"w/2"stone veneer Q outline of wood deck above BO FTG-MIN T-0"BELOW GRADE --- - Southold Town -s--------------- ------------- --------------, T ; I Board of Trust88 OPEN BELOW p Provide 4"th gravel fill J ZE ot I I I I I I I I I I . ' 0 w 0 i ! z I z 0 I ! —'-- pwU) i NEW CRAWL SPACE FIREPLA E _ I ! i UNOCCUPIED SPACE/STORAGE USE ONLY i FOUNDATION m I I I I LL I W ¢2"TH CONC RAT SLAB OVER 85%COMPACTED i O GRADE GRAVEL FILL i z BO I ! o~o FOUNDATION AREA 1,192 SF fO N Z ! i PROVIDE FLOOD VENTS I _ Z O --- (1 sq in/per SF)as per TB-1004 NYS RESCODE i J 0 O N W r Locate Win 12"of grade as per FEMA regulations i V O 6x6 PT WD POST i i M U ON 12"0 PC FTG, i i 2--0" U) typ 3 locations i - i i o outline of wood platform above NOTE PILE DESIGN AND FRAMING TO FOLLOW NCO I.. i i Ln I � o a } io m Z No N N �= w ao - -- -�--r U C.) F- N OPEN BELOW i i - O I I I I I l i Provide 4"th gravel fill i i L PC PIER FOOTINGS,TYPICAL (D (' ! 16"x16"w/2"stone veneer 0) 4- �_i__�_�__i_ i :•� _._. _. �.- BO FTG-MIN 3'-('.'BELOW - -ddlllne 67w ._ eck atiove-- - ---_._._._._._._. _.. (M 2------------------ GRADE r- U) N Ep ARC $„ 6" cc6 o �PE L L O �� 14'-3" 14'-3" a ti J 0 L Cfl CO Q II N 9Ico r- � M . ty 11'-0" 28'-6" 14'-0" Q b- I 53'-6" y). 0 05041N �04'OF THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT L 7R BA-00 OF THE ARCHITECT FOR THE SPECIFIED PROJECT FOR ZONING SUMBITTAL ONLY AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT NOT FOR CONSTRUCTION OR ESTIMATING PURPOSES E C E � V 42'-6" DEC - 4 2025 T-3" 14--0" 14'-0" T-3" Ald- Southold Town Board of Trustees (r � EK-1 installed over 46 gallon low 27'-0" > } Q � boy HWHtr I 7-0 6„ 25'-8" _ 6„ J z N'Q) 02050Q'\ _._._._._._._._.------------a ___ Lill0 O OF N �y GUARD RAIL MIN T-0"H E ! RAISED WOOD DECK 0 O W = ! ,typ o I— ELEV 10' � r U I approx 5.53'above grade i g J z W1 O i O D1 i � 0 '^ Q � ELECT , 10'-6" 6'-1 " T-0" T-0" 6'-10" vJ > METER CENTER ROOM /� m F1ECT�ANEL oil tank �� V) 3'CLR FLR SPACE L=43"/ =28" w Q ht 63" 27 6" 13'-6" OUTDOOR = C'7 UTILITY ROOM W4 SHWR w Q O8'CEILING 1 HR Q. /A = I� 1 hr clg construction RATED g O LV 01? [I----1 PARTITIONS ❑ EK-1 Installed �p w z OO WOOD P over 46 gallon low �,� � Z O F RAC C MPRESSORS boyHWHtr GREAT ROOM FAMILY ROOM O O & VATIO 10 ---J TYPICAL CLG 8'-6"LION CLG 8'-6"LION _ /�y'�/ '1 20 ac 2 D105 Finish Floor as per Owner over a'th plywd subfloor p CE TER ROOM O Screwed and glued to Flr framing below O CM V N (n 30' D104 1 I van' I I o - I I N 0BAT RM -------------------------------- 2 M D103 —�__--- BID -- ---------------- — — v � I I MASONRY WOOD T_ 7 P cab 6'-6" .._._._ _._._ BURNING '60 cast iron I I lip --------------------� FIREPLACE sh se control A� NTRY ISLAND a^ V Mill ISLAND i I i ss fI 9'- LO 9'�"L X 3'6" i r t flr O z CV O I 0 Set TO wall ' built in cabinetry iq CV KITCHEN TYPICAL CLG 8'-6"LION @7'-o"AFF I V LLJ C>D CV po 0 i tJ C 5-0 5-1 i r I I `.` O o $ O L j sln I millworkL I 1 2 UNDEIRSTAIR D _n • trash I _ REF/F I DW I coat clst I I 1 I CLOSE-\` I I I I D101 CA I ~ q D i i FOR ZONING SUMBITTAL ONLY N o CC i]n6 IS R i i ROOFED OVER ENTRY PORCH 1 b N aOj O NOT FOR CONSTRUCTION OR ESTIMATING PURPOSES o a --------------- --------------- -------------------------------� CO C6 Q II I 6-9%" 6-9%4" m LO N �Ico 81, 13'-6 4' 13'-6 4' 8" 28-6" 14'-0" THI HS DOCUMENT IS THE PROPERTY AND COPYRIGHT /� —O w OF THE ARCHITECT FOR THE SPECIFIED PROJECT I 53'-6" AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT PIE c E P v E ln7n U U DEC - 4 2025 LU I 42'-6" ' ;� Southold Town ' 27 ° Board of Trustees `` Q LJ MIN T-0"H LJ LJ T-3" GUARD RAIL,typ WOOD DECK 7'_3" o < } Non slip z 2'-6" w 10 2'-6" composite ry 0 CENTER MNDOW W6 W1 8wd deck'9 CENTER WINDO 1 LL J ----__- BELOW BELOW O O I (reused) KOHL b Ce"11 O I i control (reused) , KOHL ab J v I wall shwryy se ___ _______________ ______________ _ _N D206 e�x36• LL z 0 W I N - I fO 12'-9" 2'-1" 5 -� 4" 0 14'-7" Z J F-1 BEDROOM 2 MASTER N � lY] 146 SF BATHRM BATHRM M CID 0 HALLW = r W � a I BEDROOM 1 (PRIMARY) = [I- 9 v 195 SF b D w o0 D209 VAULTED CLG(less than b Z O N O D205 HALL 1 15) a. r0, O_ D208 i-R� ------------------------------- - O1 �/ O �----------� ; Dz10 Dz11 � U o � I D203 - I PULL DOWN I O //'�►► ('7 1 ATTIC STAIR L.L M ----------------- O D202 ---- --- --j � CLST 1 CLST 2 0 LL - BEDROOM OOM 3 m 6'-9/2' 6'-3y2' q O I -N SLOP o M I •- SINK Z LO L-----Ivv --------------- --- - w r- a D204 -N dryer D201 V } LID 2 3'-7" 3'-9" D - O O a Z O 15 IS RS ASPHALT ROOFING WASHER as um 9'-7" yam, N flr fl RED ARc'�i 2 o ws i ws ��"a5 �p,\ELL p•1C� �C�^ O o CENTER WINDOW O I i 4'-0" 6'-0" 4'-0" �/� �- �y� A G t� rrM^ I V � BELOW I,LI O U N N� 2501 O� a) COO 0 �' yT� y M 11'-0" 28'-6" 14'-0" 0 F N�� L 11 w< II Co LO N �I� FOR ZONING SUMBITTAL ONLY NOT FOR CONSTRUCTION OR ESTIMATING PURPOSES THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT A-02 OF THE ARCHITECT FOR THE SPECIFIED PROJECT ZB AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT DEC - 4 202 LD 5 Southold Town its Board of Trustees } Z O O Q W = ----------------------- -- ----------- -------------------- J U r------- ---- ------------------- O � I , O w O�/ 9 I I i =U ASPHALT ROOFING OVER 5/8" i W Q co O z n~ EXT.GRADE PLYWD ROOF SHEATHING. i 2 ICE-WATER DAM MATERIAL. I VJ Uj Q 0 0 PROVIDE METAL DRIP EDGE AS PER i = ~ oo � 0 W 00 w U R905.2.8.5/FLASHING SHALL COMPLY W/R Z O 0 � a 905.2.8 Z i U) cd RIDGE O O O I I U RIDGE cM ♦— U I U) I , z I _ 3: LL ------------------------- --i H 0ll i Oza wQ coO O a0a 11) I I w w J U)U ova U >- LO U) a Z N ------- ---------------- (> O L- ---------- O A N "= r_ w OD U F- cy Q aa) o 0 I I I I O I L M V I I 0) I I U) N CID oL ------------------------------ J _ co C?� E:LL0 I� TF � � w � Q- �k ' �G n cm co J¢ u Qcn _ FOR ZONING SUMBITTAL ONLY '9T 02 5 �,� yO� NOT FOR CONSTRUCTION OR ESTIMATING PURPOSES �°F NEB ZBA-03 THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF THE ARCHITECT FOR THE SPECIFIED PROJECT AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT D - A ° Southold Town Board of Trustees '' - W C� r---- ----- -------- ----� L.L I I o Q Z I I I I I I I� O I I 2 I , U :D .-...TOP OF RIDGE_ i O MAX 1Tfi"AB AVERAGE GRADE UP ASPHALT ROO ING 1 W � FINISH �.J 14 iser I I I I I I , W U) IT N WQ co STORAGE o LIMITED N i M m HEADROOM PROPOSED DETACHED i ¢ i m h GARAGE , (n >- Z CD6"TH CONC SLAB ON GRADE i i Z_ FLAT CLG @ 8'-0'AB TO , O O FOUNDATION WALL i ¢SLOPE DN SLOPE DN O U ----------------------i 3sxs0 E 8:12 W W 8:12 i n/ V M W ELECTRIC OH , W- Q V GARAGE DOOR i p M 9'W X THIGH i i (D GARAGE I I I Ce) I I I I L0 ---------------------- i Line of wall below Z o N N ILu— N C Q Q PARTIAL SECTION GARAGE PLAN GARAGE ROOF PLAN ° c cu `a THRU DETACHED GARAGE m tm a� a) rn 04 o ce) - m Iti w ,ED aRc cu i° � < �� ��,�ELLQ�i�� m �n c„ "'I� e'ni FOR ZONING SUMBITTAL ONLY t NOT FOR CONSTRUCTION OR ESTIMATING PURPOSES N-9�, 02050A- ZBA- 7 � yo�� 0 THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT O F NE OF THE ARCHITECT FOR THE SPECIFIED PROJECT AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT i (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND/ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FORWHOM THE SURVEY IS PREPARED AND ON MS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITU1110N.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. LOT COVERAGE DRAINAGE CALCULATIONS F*�4 00 Ostrander Avenue, Riverhead, NewYork IIa01 HEALTH DEPARTMENT USEtel. 631.'12'1.2308 fax. 631.72-1.0144 WETLANDS BUILDABLE LAND=LOT AREAS(442 SQ.FT.)07 SQ.FT,)-10,565 SQ.FT. VOLUME REQUIRED g�IXaa riAt odmin®youngengfneerfng.aom = EXISTING ROOF: 876 5F x 2/12 x 1.0 =146 CF FRAME HOUSE&GARAGE = 1,360 SQ.FT. VOLUME PROVIDED USE NEW LEACHING FIELD#1: FRAME STORAGE = 18 SQ.FT, (2)GALLEYS 8.50'x4.75'x2.50'DEEP = 160 CF WOOD DECK 2 SQ.FT. w 28 Hoard W. Young, Land Surveyor WOOD LANDING = Thomas 0. Wolpert, Professional Engineer = 28 SQ.FT. VOLUME REQUIRED sneer TOTAL 1,705 SQ.FT. Dou las E. Adams, Professional �n ROOF: 1,015 SF x 2/12 x 1.0 = 169 CF g Daniel A. Weaver, Land Surveyor = =16.1% VOLUME PROVIDED PROPOSED USE NEW LEACHING FIELD#1: 1&2 STORY FRAME HOUSE = 1,182 SQ.FT. (3)GALLEYS 8.50'x4.75'x2,00'DEEP = 192 CF -71 1 STORY GARAGE =432 SQ.FT. \ SITE QDATA COVERED WOOD DECK(ENTRY) = 143 SQ.FT. COVERED WOOD DECK(REAR) = 135 SQ.FT, \ AREA = 11,007 5Q. FT. RAISED WOOD UTILITY PLATFORM =41 SQ.FT. *SEE FLOOD INSURANCE RATE MAP PANEL NO.36103CO166 H LAST DATED \ TOTAL= 1,933 SQ.FT.=18.3% SEPT. 25,2009.\ \ *ZONING USE DISTRICT = R-40 ` VERTICAL DATUM =NAVD(1988) TEST HOLE \ BY McDONALD GEOSERVICES * DEPTH TO GROUNDWATER =4 FT DATE:03/21/2024 d ` T NUMBER OF BEDROOMS(DESIGN EQUIVALENT? =3 EL=5.4 0.0' \ TIE LINE ALONG APPROX. PARK BROWN \ HIGH WATER MARK * MINIMUM REQUIRED I/A OWTS CAPACITY =400 GAL LOAM (OL) m fir 'o �� 560020'061°E * PROVIDED I/A OWTS CAPACITY =500 GAL 1.0' 5.62' O *GRAVELLE55 ABSORBTION TRENCH REQUIRED BROWN SILTY O \ fC V \ m 1 „ 1 o USING TABLE 11 OF THE SCDHS STANDARDS �sra> w 1 , E 9P✓ �\ N35°58 03 E C�/C �� FOR A 3 BEDROOM DESIGN&1-5 min/in PERCOLATION RATE) =46 LF GWEL=1.2 4.2' J) 3 LEACHING FIELD#2 WATER IN TIDAL WETLANDS (3)GALLEYS FF,� o� *GRAVELLE55 ABSORBTION TRENCH PROVIDED =46 LF g \ /� BROWN SILTY BOUNDARY,AS 8.50'x4.75' x 2.00' DEEP SAND DELINEATED BY pR� \ A (SM) EN-CONSULTANTS, �c% of \rF� 8.0' > 04/09/2024 QS, 2.71• S` !T qy F 6Io� \tiF PROPOSED WIRE-BACKED "Q C EXISTING DRYWELLS 4b J '�s• SILT FENCE S \, TO BE REMOVED(TYP) FRAME5 ED o /� . S4''\ (8,098 5F AREA OF WATER IN PALE 6 `Y 2.94` , c,0 ` DISTURBANCE) ENGINEER'S CERTIFICATION BROWN SAND �� // / gomy,n: riat� (N °Z +3.21 `.\ ry� 2.62 Y�' Qo� "I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL TI'.)AL WETLANDS BOUNDARY SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER-MY \ kF go pro• 'O�/ /i S7 0 ~} ALDNG SEAWARD FACE OF CONC. DIRECTION. BASED UPON A CAREFUL AND THOROUG �`I UbY�7F`*E SbIL, Q� �+ s ,� a / 5 26 0 BU_KHEAO,AS DETERMINED BY SITE AND GROUNDWATER CONDITIONS,ALL FACIL MS,AS PROPOSED; O N G 6` ` '� 9l pO,o EN CONSULTANTS,04/09/24 HIGHEST EXPECTED 15.0' ` PROPOSED 15TORY os' Job p hb, �j�O�q��OSFO / ,. 24 ^a^� °ROp 1>79' rrr.LINE ALONG APPROX. CONFORM TO THE SUFFOLK COUNTY DEPARTMEN F 1 IE ,EFL SERVI CES t` r / �` ` °o FGFr°sF HIGH WATER MARK CONSTRUCTION STANDARDS IN EFFECT AS OF 5 DATE. �. GROUND WATER EL=1.2 \ V �t O DETACHED GARAGE c, v qr or h \\ FFEL=8.10 ". :_',;.'.a: qF 2.6 M ASPHALTORIVEWAY / : �O J �. >I S ` O CON \ JYI> 061, / / ti �� FLAGPOLE CB 4 \ TO BE REMOVED v ;:f (i F' p 7 r/ m �• i#5.2ff S 06':tx; V T 1 �/ (.. ' NOTES FOR °e �� Q9 t:. EXT 'D`HATER o o s' ?o s 'F e4 ^ \ �;. HC'vtJARD W.Y UI N.Y.S.L.�'•.tv�.45E93 7 RF r ro o ;.aa 6 y ay 1 f rl; lr. ABANDONMENT OF SANITARY STRUCTURES SERVICE ° 8 '.. h' °° F ` \ THOMAS C,WOL RT,N.Y.S.P.E.N0.61483 >� Q gpgGFd 'qhF ' `� \ Fr .,' DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 _. ABANDONMENT IN-PLACE `_., °eF o EXISTING SYSTEMS SHALL BE ABANDONED BY REMOVING ALL PROPOSED o o ���, O>s:g �, 2>0, rho AOS RCF a PERVIOUS GRAVEL \ o�F t CIc fi :: pp.,. F� FO LZMrT _r \ o RESIDUAL SEWAGE WASTES BY A LICENSED WASTE HAULER, ���__ &• 80 r O '� '' RO 0 w °F SURVEYOR'S CERTIFICATION- .4. -'"- ' .. . .F�. o i REMOVING THE TOP OF THE STRUCTURE 5 ,BACKFILLING WITH DRIVEWAY ) 6. off` ; 474 ;, 0 O R C E'4 DERq 3 SUITABLE SAND AND GRAVEL MATERIAL,AND PROPERLY APPROX LOC OF EX cxc°�l s.sa ��0 60 6,.�.I_ F 4r40Giry�. �o Fc� s�c010�cok 1.F �oN > �\ a�Rw� riAt<= DI s.is h. e::6. ZOO'v f Es 4o A s*F�00(.F 0 �.,. * T r P,i WE HEREBY CERTIFY TO S EAN M C C OYD 1T IA�Tjr35$UI2�EY W 1 COMPACTING. SANITARY SYSTEM TO BE ti /' �, PREPARED IN ACCORDANCE WITH THE CODE OF Ppr&t&fb l�1ND`SiJRVEY5 8 ABANDONED IN- ry. rs ) G� :' i.,. :'. ^. O O 5 E 9 oP 8 , `,.. C/T ADOPTED BY THE NEW YORK STATE ASSOCIATION 60 Pk6FE55IONAL LAND N ABANDONMENT BY REMOVAL \ ACCORDANCE WITH ��ti� _Z* h.° o r. .,,, b' SS, 00 0 �� c� N s1+ tir N6 ° � / � o� a�, . ., r�+. . :.,� -, s (A Oly OR O SURVEYORS. i EXISTING SYSTEMS MAY ALSO BE ABANDONED BY REMOVING ALL SCDHS STANDARD33 w� I ;/ IJ Fc °� 52 I lA Fp �� >; C/ 4,,, N FRF / .'. RESIDUAL SEWAGE WASTES BY A LICENSED HAULER,REMOVING rv7 M QO„ tp O Q 10 �' 0 o ti u I Rq T 2 p ,BACKFILLING WITH SUITABLE SANG d !1i er yj ,�; • r tSy lti O THE ENTIRE STRUCTURE5 ( ) AND GRAVEL MATERIAL,AND PROPERLY COMPACTING. cMF ro �I tiFo 01 f r g 0 �e �iP/. r J J�. 3 ABANDONMENT OF SEWER PIPING �.f, 'h ' THE ASSOCIATED SEWER PIPING SHALL BE CUT AND CAPPED AS A �� SORA Z, / ~' 9� HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 r✓ MEANS OF ABANDONMENT.THE DEPARTMENT SHOULD BE "°i 4 6.. C� �OiV ���23`~F a6s, �F` '/�A DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 �. CONTACTED FOR FURTHER ABANDONMENT REQUIREMENTS,IF ��o / J cMF \w �� 06 c a Q Q FUTURE CONSTRUCTION I5 CONTEMPLATED IN THE AREA OF THE a; i \ \ ° p�0 O SURVEY FOR ABANDONED SEPTIC SYSTEM. a ((� ` +6.66 �� / / \ kp e T . A. �� ZONE CERTIFICATION REQUIRED AE(EL6) THE ABANDONMENT OF EXISTING SEWAGE DISPOSAL SYSTEMS, / ' O/, IO v�F F°,� 9, p �'- �� � SEAN McCOYD EITHER IN-PLACE,OR BY REMOVAL,MUST BE CERTIFIED BY EITHER / PROPOSED \r� $ o�'� ZONE X A LICENSED DESIGN PROFESSIONAL OR LICENSED CONTRACTOR AS / r^ SANITARY �� RCF �6 (0.2%ANNUAL E INDICATED BY THE DEPARTMENT ON THE PERMIT TO CONSTRUCT, / rr�^",J �/ SYSTEM Fkrs O 597 CHANCE) at Laughing Waters, Town of Southold N FOR PROJECTS SERVED BY MUNICIPAL SEWER DISTRICTS,THE 5.84 / vJ \w Otis LEACHING FIELD#1 9 9 APPROPRIATE MUNICIPAL AGENCY WITH JURISDICTION SHOULD .\ \q� (2)GALLEYS Suffolk County, New York ALSO BE CONTACTED. l A�0/re/J w a ygr +6.49 8.50'x4.75' x 2.50' DEEP /jo / /, 9 N: N vb �Qr� \ \ \ s.%° o BUILDING PERMIT SURVEY LEGEND C) IPF \ \ 4`S'q �� ^ ho Cr County Tax Map District 1000 Section i�9e e^y 87 Block 03 Lot 66.4 odng 0.�onntca / � O BBC = BELGIAN BLOCK CURB o / CMF co FIELD SURVEY COMPLETED BSW = BRICK SIDEWALK w o CIC =CAST IRON COVER /V AVb/JcNy��r MAP PREPARED MAY 09,2024 (0 H CHIMNEY C = DRAINAGE INLETo�e^�h Record of Revisions DW = DRYWELL NOTES \ REVISION DATE EOP = EDGE OF PAVEMENT 1.THE OWTS SHALL BE MODEL CEN-'. MANUFACTURED BY FUJICLEAN USA. __.._ADDFD RUII-nTNr;PFRMTT DATA TA 1 29 n�� IPF =IRON PIPE FOUND ADDED BUILDING PERMIT DATA APR 09' an�� MLF =METAL FENCE 2.THE DESIGN ENGINEER,FUJICLEA.'J USA REPRESENTATIVE,AND SCDH5 \ OL =ON PROPERTY LINE REPRESENTATIVES SHALL 085ERVE 1HE INSTALLATION OF THE OWT5 AND LEACHING ` OS =OUTDOOR SHOWER SYSTEM. APPROVAL FROM ALL THREE.PRIOR TO BACKFILL, cMF o. PRF =POST&RAIL FENCE 3.THE SYSTEM STARTUP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OF A RCF =REBAR&CAP FOUND ` RO =ROOF OVER FUJICLEAN USA REPRESENTATIVE. WIMP = WATER METER 4.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE ` 20 0 10 20 40 60 C ' =LIGHT POLE MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE _ ..�. • =END OF DIRECTION/DISTANCE SUFFOLK COUNTY DEPARTMENT OF}1EALTH SERVICES(SCDHS)PRIOR TO APPROVAL OF0. _ _ Scale: 1° ' 2O' =WETLAND FLAG THE I/A OWT5 REGISTRATION BY THE SCDHS IN ACCORDANCE WITH ARTICLE 19 OF 111 THE SUFFOLK COUNTY SANITARY CODE. JOB NO. 2024-0058 DWG.2024_0058_bp 1 OF 3 I SEAN R. MCCOYD,3360 MINNEHAHA BOULEVA., SOUTHOLD blimp 4 k S ty j Figure 1. Looking northwest from Minnehaha Boulevard at existing I-sty dwelling with attached garage to be demolished and 11 replaced with new I&2-sly dwelling and accessory garage. film .S x vq r ;�1 a,. a I c.Figure 2. Looking southwest from Corey Creek at existing 1-sty dwelling with attached garage to be demolished and replaced with new 1 &2-sty dwelling and accessory garage. i w r - 161 xf OFA Olt c 3570 / - - 3�5,20 f � .. y,'ate _�l- •i!_ _ `a 336( iinnehaha IvcA0 300 A\ i f � Goo le Earth J205 '? r>s!� 'cif h o e �A{ w �, MgtN..�r�lE a)z.a. •..... s z W. DS-D>•1 f 1 .y -. 2 , P _ 1 J l ..• # 5 C s )Wcl ; .. e .h a • qt laP\-.`,,'1 3^ a^i IB :° i Foa Te )2AU,n 1x 3 Pl W 20 F • k o " x� N t�.r 3 - ##Y• - >d tiff aEc 08,D) OVM OF9WiH(%D rZljel t amz. `,• :s r as za.e a x .yraa rr ^x. �x ♦ ^ aar-r X< ° r xrrat xxD. zae a s•`� - x a D °e m d ;, HaE 5.r .•�'. • .aN.! ax.mr x:. +" 'aw•y y""�'^w- !� rovm of souTrvno h t Oil yy - 27K! it x9 ,. .^, ,` t �6 r ,� �t.�.4 m?.♦ ,,,m,.w ��: { i)•r,•'1x1 ° z ' "asaE� �.� .4}e. •``. •;'� ee ut.! �' �, •)+ o�a r •� �) .. >. - ..».s�+ 1..-� >4:ip.,2 a, 's^x,,3+xx ; ..... alas -- s y` 1 _ 4 '_w''^"r�g a �W�' P '0` xe - _ � ;4 ainic) ,... -"--•-,-' A .t Qt• F n i �ryPO.A' 8 ,•. xy '� J. xaatel it a) N: aoJre•a.o ,9 1 tawxlm Z_:4•�"i a, ,T4•.• a vfi i - ' 4� a•f 4 FD.28 LD 43 { �y .k aylc� •tl..t 10 Nt It • ♦:." 6 �W. �;�gam' 9 .x, t - -., a •. .,..,.- Fo.. �;y, _ g y • � 1 •' 1 g ua Al n i COUNTY OF SUFFOLK c _ •'.< L`J w^—�°- —'- _ ...w ���r Real Property Taa 8ernceAgcncy rar�cE �— '+ u •• ipitrnrrr Om..9�rrLW nD'Nwu VII splorBfro Mrxa Dr itOU1111IL0 00• d V y .•+o'^ • • 5lxrtlu CtMxry)M AMP _, _ ——..__ _ wow.. .. °., mo • >,o xo wr)pn vaurrel rxJat�V)o T� p S BOARD MEMBERS ��OF SaoTyo Southold Town Hall Leslie Kanes Weisman,Chairperson ,`O lG 53095 Main Road•P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. vs Office Location: Nicholas Planamento G,'�c► • �O� Town Annex/First FIoor Margaret Steinbugler C�UI 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS C5 9:47/#4t TOWN OF SOUTHOLD Nov 94 M FINDINGS,DELIBERAVIONA 7tftWTERMINATION MEETING OF NOVEMBER 20,2025 ASout ohown Clerk ZBA FILE No.: 8056 NAME OF APPLICANT: Sean McCoyd PROPERTY LOCATION: 3360 Minnehaha Boulevard, Southold,NY SCTM No. 1000-87-3-66.4 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 H 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 14-1.4 to 23,and the Suffolk County Department of Planning issued its reply dated September 3,2025 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 October 29, 2025. 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 CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject parcel is an 11,007 square foot(10,565 square feet buildable) non-conforming lot located in the RL40 zoning district. The property line has road frontage of 109.75 ft along Minnehaha Boulevard,then it runs northeast for 88.33 feet where it meets Corey Creek, it then runs 132.75 feet in an irregular line along Corey Creek before returning 99.04 feet back to Minnehaha Boulevard. The property is improved with an existing one(I)-story dwelling with a wood deck in the rear. There is a concrete bulkhead at the waterline with a fixed and floating dock into the creek. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15; Article XXIII, Section 280- 124; and the Building Inspector's June 27, 2025 Notice of Disapproval based on an application for a permit to demolish an existing dwelling and construct-a single family dwelling and an accessory garage; at: 1) dweIling is located less than the code required minimum front yard setback bf 35 feet; 2) accessory garage is located in other than the code permitted rear yard; located at: 3360 Minnehaha Blvd.(Adj.to Corey Creek), Southold,NY. SCTM No. 1000-87-3-66.4. RELIEF REQUESTED:The applicant requests variances for the following: 1. Increase the front yard setback from 17.7 feet(existing)to 19.4 feet where a 35-foot front yard setback is required. 2. Create an accessory garage in the side yard,where a rear yard,or front yard(waterfront)location is permitted. Page 2,November 20,2025 18056 Sean McCoyd SCTM No. l 000-87-3-66.4 ADDITIONAL INFORMATION: During testimony at the public hearing from the applicant's agent, the entire house is to be demolished and a new FEMA compliant two (2)-story residence is to be constructed. The new residence will bring the property into compliance with both FEMA and the Suffolk County Dept.of Health Services. The residence will use many of the existing setbacks but will also bring the house more into conformity with the town zoning code. There was discussion about attaching the garage,thereby removing one of the variances,but that action would have put the proposal over the allowable Gross Floor Area(GFA). The accessory garage does not count towards GFA coverage. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 6,2025 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 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed FEMA-compliant and SCDHS-compliant residence will be code compliant with respect to lot coverage and GFA. The proposed front yard setback will be more in compliance with the code than the existing setback. The subject property is one of roughly twenty waterfront parcels created more than 80 years ago and has been improved with a dwelling since the 1930s. There have been numerous cases where variance relief was given to a number of these parcels. Since this project is proposing less non-conformity than the existing front yard setback,there will be no change in the character of the neighborhood. The accessory garage is also one of many in the neighborhood. As this garage meets all the setbacks and lot coverage requirements of the bulk schedule, this building will also not create an undue change to the character of the neighborhood. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method,feasible for the applicant to pursue, other'than an area variance. The benefit of constructing a new, modernized, energy _ efficient,FEMA-compliant and Suffolk County Department of Health Services compliant dwelling without creating additional encroachments on the adjacent wetlands cannot be achieved without variance relief due to the nonconforming lot size. The proposed residence has been designed to lessen the existing setbacks on the front and rear of the house in relation to Corey Creek,but with less than 90-foot depth of the property, one setback variance was required. It was also not possible to create an attached garage without one additional variance request,either for the excessive GFA or a setback variance. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial. 1. The front yard setback represents 45%relief from the code. 2. The accessory garage in the side yard represents 100%relief from the code. However,the front yard setback relief is not substantial because nonconforming front yard setbacks are common in. the surrounding neighborhood. Also,the proposed setback represents an increase from the existing 17.7-foot setback currently in place. The accessory garage relief is not substantial due to the preponderance of accessory structures in the surrounding neighborhood that currently exist with variance relief. The proposed garage will only be one (1) story in height and will comply with all setback and lot coverage requirements. 4. Town Law 4267-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. Page 3,November 20,2025 48056 Sean McCoyd SCTM No. 1000-87-3-66.4 6. Town Law 5267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new residence with an accessory garage 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 Lehnert,seconded by Member Acampora,and duly carried, to: GRANT the variances as applied for, and shown on the survey by Howard W. Young, LLS, last revised April 9, 2025,and the Architectural Plans(Sheets ZBA-04,ZBA-05 and ZBA-06)drawn by Barbara M.Ruggiero Architect, dated April 28,2025. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The septic system on the subject property must be approved by the Suffolk County'Department of Health Services. 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 richt to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity.Provided de minimis relief is requested within one year of the date of this decision. Any time after one year,the Board map require a new application. IMPORTANT LIMITS ON THE APPROVALS)GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision,or work 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 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,siteplan and/or survey cited above,such as alterations,extensions,demolitions, or demolitions exceeding the scope of the relief granted 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 titan such uses,setbacks and other features 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 Page 4,November 20,2025 #8056 Sean McCoyd SCTM No. 1000-87-3-66.4 to exceed three(3)consecutive one(1)year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REOUIRED 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),Planamento,Acampora,Lehnert,and Steinbugler.(5- 0) �L%at ie Kanes ism , Chairperson Approved for filing 4/ !f/2025 OFFICE LOCATION, Sol, A AMNG ADDRESS: Town Hall Annex. O P.O.Box 1179 4875 State Route 25 Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) G Telephone:631 765-1938 (L outhold,NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Leslie Kanes-Weisman, ZBA Chairperson Members of the Zoning Board of Appeals Cc: Julie McGivney, Assistant Town Attorney From: Heather Lanza, AICP, Planning DirectorSr �`IJLd LWRP Coordinator Date: October 29, 2025 OCT 2 s 2025 !oning Board of gApeals Re: LWRP Coastal Consistency Review Sean R. McCoyd, #8056, SCTM# 1000-87.-3-66.4 This application is for variances based on an application for a permit to demolish an existing dwelling and construct a single-family dwelling located less than the code required minimum front yard setback of 35 feet, and an accessory garage located in other than the code permitted rear yard. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposal is CONSISTENT with the LWRP. While the applicant argued that the proposed actions were exempt from LWRP review pursuant to Southold Town Code § 268-3 under the definitions of"minor actions" including: B. `Replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site (in place), including upgrading buildings to meet building or fire codes, except for structures in areas designated by the Coastal Erosion Hazard Area (CEHA) law where structures may not be replaced, rehabilitated or reconstructed without a permit and shoreline erosion control structures (including, but not limited to, groins,jetties, bulkheads, filled piers) located within Great Peconic Bay, Cutchogue Harbor, Little Peconic Bay, Hog Neck Bay, Noyack Bay, Southold Bay, Shelter Island Sound, Pipes Cove, Orient Harbor, Gardiners Bay, Long Island Sound, Fishers Island Sound and Block Island Sound(excluding all creeks);"and F. "Granting of individual setback, lot line and lot area variance, except in relation to a regulated natural feature or bulkhead or other shoreline defense structure or any activity with the CEHA." it was determined that the proposed work, which includes changing the position, size and number of structures on this parcel does not qualify as a "Replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site (in place)" and was therefore not exempt. After review of the application, the proposed work was determined to be consistent with the following policies: Policy 5.2. A. Minimize non-point pollution of coastal waters and manage activities causing non-point pollution. The proposed action calls for replacement of an existing asphalt driving with a pervious gravel driveway, establishment of a 1 0-foot-wide vegetated non-tun`buffer adjacent to the existing seawall, and installation of a stormwater management system which will help to protect nearby surface water quality. Policy 5.1 C. Ensure effective treatment of sanitary sewage by requiring sufficient treatment of sanitary sewage to avoid negative impact to the sole source aquifer. The proposed action involves replacing a traditional septic system with new I/A OWTS sanitary system that will reduce Nitrogen pollution to the groundwater, helping to better protect both coastal waters. Policy 4.1 A. 3. Move existing development and structures as far away from flooding and erosion hazard areas as practical. Maintaining existing development and structures in hazard areas may be warranted for sites where relocation of an existing structure is not practical. While redevelopment in the coastal flood hazard area is technically inconsistent with the LWRP, this action is proposed for land that already is developed with no practical way to move the development out of the flood zone. The house is proposed to be built to withstand flooding and minimize loss of life and structures. Pursuant to Chapter 268, the Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. 2 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) hc Telephone: 631 765-1938 Southold, NY 11971 cu LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees Cc: Honorable Lori Hulse, Attorney From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: February 6, 2026 Re: LWRP Coastal Consistency Review SEAN R. McCOYD, SCTM# 1000-87.-3-66.4 This application is to demolish and remove existing 1,360 sq. ft. one-story dwelling with attached garage and deck and construct in its place a new 1,182 sq. ft. 1 & 2 story, single family dwelling with a 143 sq. ft. covered entry deck and 135 sq. ft. covered waterside deck with associated steps, and a 432 sq. ft. one-story detached garage; install wood utility platform and 4'x7' outdoor shower with discharge piped to drainage system; replace existing asphalt driveway with pervious gravel driveway; remove existing septic system and install an I/A OWTS sanitary system; install stormwater drainage system; and to establish and perpetually maintain a 10' wide vegetated non- turf buffer along the landward edge of the existing concrete seawall. The proposed action has been reviewed to Chapter §268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is INCONSISTENT with the policies of the LWRP as follows: 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. Policy 6. Protect and restore the quality and function of the Town of Southold's ecosystem. The height and scale of the proposed structure is not in keeping with the character of the community and adjacent single-story homes. 6.3. Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction. D. Provide adequate buffers between wetlands and adjacent or nearby uses and activities in order to ensure protection of the wetland's character, quality, values, and functions. The proposed work does not meet the setback requirements from a wetland, beach or bank as defined in Chapter § 275-2 Definition; word usage and § 275-3 Findings; purpose;jurisdiction; setbacks. D. Setbacks. (1) The following minimum setbacks apply to any and all operations proposed on residential property within the jurisdiction of the Board of Trustees: (a) Wetland boundary or bank. [11 Residence— 100 feet. If the proposed work is permitted, a permanent non-disturbance buffer of at least 10' width should be established landward of the concrete bulkhead. The proposed action has been reviewed to Chapter §268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. 2 olz Town Hall Annex Glenn Goldsmith,President S I 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 enuo, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application Wetland Permit Application Administrative Permit DEC A 2025 Amendment/Transfer/Extension —A—Received Application: I Received Fee: iM Received Application: 1 Incomplete: SEQRA Classification: Type I Type 11 Unlisted Negative Dec. Positive Dec. —Lead Agency Determination Date: Coordination:(date sent): --V-LWRP Consistency Assess Form Sent: 130 1 CAC Referral Sent- Date of Inspection: Receipt of CAC Report: Technical Review: Public Hearing Held: %kja..(o Resolution: Name of Applicant Sean R.McCoyd Address 37 East Franklin Court Garden City,NY 11530 Phone Number: (51 640-9156 Suffolk County Tax Map Number: 1000 - 87-3 -66.4 Property Location: 3360 Miftnehaha Boulevard, Southold (located on north side of Minnehaha Blvd,north of Owaissa Avenue) (provide LILCO Pole #, distance to cross streets, and location) AGENT: En-Consultants (If applicable) Address:— 1319 North Sea Road,Southampton,NY 11968 Phone:631-283-6360 Board of Trustees Ap -Utiori GENERAL DATA Land Area(in square feet): 11,007 sf Area Zoning: R-40 Previous use of property: Residential,single-family dwelling with attached garage Intended use of property: Same,with new dwelling and accessory garage Covenants and Restrictions: Yes_ X No If"Yes", please provide copy. Will this project require a Building Permit as per Town Code? X yes No If"Yes",be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals X Yes No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by Building Dept. X Yes No Does the structure(s)on property have a valid Certificate of Occupancy X Yes No Prior permits/approvals for site improvements: Agency Date Southold Trustees#1982 8-02-1985 'Southold Trustees#8059 2-20.-2013,amended 12-17-2014 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description (use attachments if necessary): Demolish and remove existing 1,360 sf, 1-story dwelling with attached garage and deck,and construct in its place a new 1,182 sf, 1 & 2-story,single-family dwelling with a 143 sf covered entry deck and 135 sf covered waterside deck with associated steps,and a 432 sf, 1-sty accessory garage;install wood utility platform and 4'x 7'outdoor shower;replace existing asphalt driveway with pervious gravel driveway;remove existing septic system and install new I/A OWTS sanitary system;install stormwater drainage system;and establish a 10-foot wide vegetated non-turf buffer adjacent to existing concrete seawall,all as depicted on the survey/site plan prepared by Young Associates,last dated April 9,2025. Board of Trustees Applic on WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To remove existing dwelling,and construct new dwelling and accessory garage;and to replace and relocate existing conventional septic system with new low-nitrogen,innovative/alternative sanitary system(I/A OWTS). Area of wetlands on lot: 442 square feet Percent coverage of lot: 4 °% Closest distance between nearest existing structure and upland edge of wetlands: 28.7 feet (attached waterside deck) Closest distance between nearest proposed structure and upland edge of wetlands: 32.1 feet (accessory garage) Does the project involve excavation or filling? No X Yes (as required for installation of new dwelling,garage, If yes, how much material will be excavated? TBD cubic yards sanitary system,and drainage system). (as required to fill existing dwelling foundation and How much material will be filled? TBD cubic yards septic) Depth of which material will be removed XW d: <6 feet Proposed slope throughout the area of operations: N/A Manner in which material will be_removed or deposited: Standard construction practices. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): See attached addendum. WETLANDS PERMIT APPLICATIONADDENDUM FOR SEAN R.MCCOYD 3360 MINNEHAHA BLVD SOUTHOLD,NY SCTM#1000-87-3-66.4 STATEMENT OF EFFECT Consistent with the standards for issuance of a Town wetlands permit set forth by Town Code Section 275-12,the proposed replacement of an existing dwelling with a new dwelling and accessory garage would not adversely affect Town wetlands but should in fact have a net beneficial impact on the adjacent tidal wetlands and waters of Corey Creek as a result of careful and modest architectural design and environmental mitigation measures designed to reduce potential flood damage; protect and improve water quality; and protect the quality and function of the adjacent tidal wetland ecosystem,also consistent with LWRP Policies 4, 5 and 6,as described below. A) Project Design 1) Although the small size and limited depth of the property substantially constrain the ability to do so, the project would result in a roughly 7 foot or 24% increase in wetlands setback to the dwelling structure, as the dwelling with attached waterside deck located 28.7 feet from the adjacent tidal wetland/waterway would be replaced with a dwelling and attached deck located at least 35.5 feet away. 2) The existing FEMA-noncompliant dwelling would be replaced by a more highly elevated, FEMA- compliant dwelling that will meet the combined Federal and New York State codes requiring the new dwelling to maintain a base flood elevation at least 3.5 feet higher than the minimum base flood elevation required by the FEMA-designated flood zone, thus substantially reducing the dwelling's exposure to risks of flood and erosion damage. 3) The proposed dwelling will remain situated well landward of the"pier line"established by the adjacent dwellings,compliant with Town Code Section 275-1 l(A)(3). 4) The mass and height of the proposed dwelling are compliant with the Town's GFA and sky plane limitations, and total lot coverage increases by only 228 sf to a compliant 18.3 percent. B) Mitigation Measures 1) The existing conventional septic system located approximately 60 feet from wetlands will be removed and replaced with a low-nitrogen, innovative/alternative sanitary system (1/A OWTS), which unlike conventional septic systems is designed to significantly reduce nitrogen loading into the groundwater table, located approximately 80 feet from wetlands, thus achieving a 20 foot or 33% increase to the septic system's wetlands setback. 2) An existing asphalt driveway will be replaced with a pervious gravel driveway, thereby additionally decreasing lot coverage by impervious surface that is not counted as lot coverage. 3) A 10'wide vegetated non-turf buffer is proposed to be established and permanently maintained adjacent to the seawall, thus restoring a portion of the historically cleared area of the property adjacent to the waterway, reducing the area of maintained and potentially treated turf lawn adjacent to wetlands, and increasing the separation distance between potentially treated turf lawn and adjacent waterway. 4) A stormwater drainage system is proposed to capture and recharge roof runoff. 5) A project limiting fence will be installed to contain site disturbance and potential surface runoff during construction. o . 617.20 Appendix B Short Environmental Assessment Form Instructions for Comnletin� Part I-Project Information.The applicant or project sponsor is responsible for the completion of Part 1.Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I-Project and Sponsor Information Name of Action or Project: McCoyd Reconstruction Pro ect Location(describe, and attach a location map): 336�Minnehaha Boulevard, Southold, SCTM#1000-87-3-66.4;property located on north side of Minnehaha Boulevard,north of Owaisa Avenue,location map attached. Brief Description of Proposed Action: Demolish and remove existing 1,360 sf, 1-story dwelling with attached garage and deck,and construct in its place a new 1,182 sf, 1 &2-story,single-family dwelling with a 143 sf covered entry deck and 135 sf covered waterside deck with associated steps,and a 432 sf, 1-sty accessory garage;install wood utility platform and 4'x 7'outdoor shower; replace existing asphalt driveway with pervious gravel driveway;remove existing septic system and install new I/A OWTS sanitary system;install stormwater drainage system;and establish a 10-foot wide vegetated non-turf buffer adjacent to existing concrete seawall,all as depicted on the survey/site plan prepared by Young Associates,last dated April 9,2025. Name of Applicant or Sponsor: Telephone: 516-640-9156 Sean R.McCoyd E-Mail: irishchapter2@yahoo.com Address: 37 East Franklin Court City/PO: State: Zip Code: Garden City NY 11530 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2.If no, continue to question 2. X 2.Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: Suffolk County Department of Health Services,NYSDEC X 3.a.Total acreage of the site of the proposed action? 11,007 sf b.Total acreage to be physically disturbed? 8,214 sf c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 11,007 sf, 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial ®Residential(suburban) ❑Forest ❑Agriculture ®Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 r 5.Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? X b.Consistent with the adopted comprehensive plan? X 6.Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: X 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: X 10.Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: X 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: A new,I/A OWTS sanitary X system is proposed. 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? X X 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: 14.Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply. ® Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ® Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16.Is the project site located in the 100 year flood plain? NO YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? YES If Yes, a. Will storm water discharges flow to adjacent properties? ❑NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: X 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid Waste management facility? If Yes,describe: X 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: X I AFFIRM THAT THE IN RMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: R E.Herrmann,Coastal Mgmt. Specialist Date: December 3,2025 Signature: Part 2-Impact Assessment.The Lead Agency is responsible for the completion of Part 2.Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer.When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3.Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the. establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur 10.Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance.The Lead Agency is responsible for the completion of Part 3.For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part I Part 3 should,in sufficient detail, identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts.Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude.Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date 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) Page 4 of 4 BM NDYNDY CHA UH A 9c� qQ LA" SPGE CT C `Foy o� �,4 Park h':vtsy �QJQB`� � 39 - \o }.a 4 y,ti �9F RO DR ; OY` A c H � CREEK p`t gyp, LONG D 01D o F 6udds o ° Pond ENNECO op°oQ° CampQuinipet oe\off MOCKINGBIRD WtyoW°o yl (Methodist) to � o � 710 , \ ° t o° F gryo N.k 4 i h A yo v of 0 'eld F yo r�p Je nings Pt �21i a �Viney Dc POINT �� s Pot c o � s O AO Z AG o O 1-lippodrpnu'°e° av �o y Pond s Southold E 'ON y �n 9� HisIlzluto w y ys OO l�8 ,E\e° \c yo p t' c SOUTHOLD Town " c'� c Park o °4%. ca e,;. QQF CRC�fS y oio�l Southold HILL o tDF�M �r C,P Landing So HS LA Harper Pt �l BAY .alg CYCeti � ,� r' JOCKEY CREEK DR Z NCO , N tP D 9� E C o 9 aQ\Sty 7� P L t 0 hold COR I LA z CUSTER� Hp Z N O Did:❑ CDSter CLEAflVIEW o F� $ 2 Yy�Y `y,• \ HARBOR CIG Paradise; r u'm. Institute Y J £ z \\O Q. GCHOON Oq AV 3 SLEEPY y EpCICNO �O S ANCHOR DR °Q SN Rf Point S 9R0 0� ¢o oq O\ GLENN C a LA OQ BASIN � O fill `�`3 O C f LAKE OA O° GYV 05 J s O o usi'd` �o HOBIO Q� m ENN NIp51" Nov+ V � i N O 4 ¢ r SQUARE y�o R� caoyr° GREAT HOG NECK RIGGER IA °R0 _ PF— BAYVIEW o s tA J ��0 gam+ MP ¢ CfEWAR OO 3 a yC In r7tle Acce55 Via o Eme son m A Subject property) s Park ytv p sr 0 Corey 3 5 9` Ced Bea h m Creel: P W Q QC DAR W pA^noop Coun Pa B ACHE stpfR Cedar Beach NT pNQs Oo2 Point - Q PL wfsr a� � o� 35 HOC- NECK W� �SUNSfr � 41 W POMi h RD �y! Suffolk County Hagstrom Map#44 w BAY 1 °_+2,000' y re 03 x N ti � s722315 xt �z°za oo' �x - � Y -r � � OHagstrom Map Company I �, _ "' mHagsiYom Mep Compa y Inc Board of Trustees Applic on AUTHORIZATION (Where the applicant is not the owner) I/We, Sean R. McCoyd owners of the property identified as SCTM# 1000-_ 87-3-66.4 in the town of Southold New York, hereby authorizes En-Consultants to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. N/A Property Owner's Signature Property Owner's Signature Sean R. McCoyd SWORN TO BEFORE ME THIS _ ll0� DAY OF D_-(,CO3 l2 LP f , 20, ate A,�u Notary Public Brian Zehnter Notary Public,State of New York No.OlZE6067259 Qualified in Queens County Commission Expires 12/03/ Board of Trustees Applic on AFFIDAVIT Sean R. McCoyd BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT 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. N/A Signature of Property Owner Signature of Property Owner Sean R. McCoyd SWORN TO BEFORE ME THIS DAY OF 4/t*a.j 3ak Notary Public Brian Zehnter Notary Public,State of New York No.01 ZE6067259 Qualified in Queens County Commission Expires 12103/_ APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The nurpose 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: MCCOYD,SEAN R. (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 X 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): _nA)the owner of greater than 5%of the shares 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 t✓sa��tdayof 20?-`f Signature Print Name Sean R. McCoyd Form TS 1 e • APPLICANT/AGENT/IEPRESENTATIVE 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. 1 YOUR NAME: llerr gnn Ral-ext E• (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or 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 X If you answered"YES",complete the balance of this form and date and sign where indicated_ Name of person employed by the Town of Southold Title or position of that person_ Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater 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. DESCRIPTION OF RELATIONSHIP Submitted this ay of December 20 2; Signature Print Name E. Moffur Form TS I Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.TAU THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 1000 87 3 66.4 STORM-WATER,GRADING,DRAINAGE AMP EROSION CONTROL PLAN MsTFRT Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM#/WORK ASSESSMENT Yes No a.What is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off (include Total Area of all Parcels located within 11,007 SF Generated by a Two(T)Inch Rainfall on Site? (S.F/Acres))— X ❑ the Scope of work for Proposed Construction) (This item will include all run-off created by site b,What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed 8,214 SF Site improvements and the permanent creation of construction activity? (S.F./Acres) impervious surfaces.) 2 Does the Site Plan and Survey Show All Proposed ❑ PROVIDE BRIEF PROJECT DESCRIPTION(Provide Additional Pages as Needed)) Drainage structures Indicating Size&Location?This item shall include all proposed Grade Changes and Demolish and remove existing 1,360 sf, 1-story dwelling with Slopes Controlling Surface Water Flow, attached garage and deck,and construct in its place a new 1,182 3 Does the Site Plan and/or Survey describe the erosion F sf, 1 &2-story,single-family dwelling with a 143 sf covered and sediment control practices that will be used to entry deck and 135 sf covered waterside deck with associated control site erosion and storm water discharger.This steps,and a 432 sf, 1-sty accessory garage;install wood utility Item must be maintained throughout the Entire platform and 4'x 7'outdoor shower;replace existing asphalt Construction Period. Project , ❑ driveway with pervious gravel 4 Will this Pro Require any Land Fill' Gradin or driveway;remove existing septic 1 Excavation where ere is a change tot a Natura system and install new I/A OWTS sanitary system;install Existing Grade involving more than 200 Cubic Yards stormwater drainage system;and establish a 10-foot wide of Material within any Parcel? vegetated non-turf buffer adjacent to existing concrete seawall, 5 Will this Application Require Land Disturbing Activities all as depicted on the survey/site plan prepared by Young Encompassing an Area in Excess of Five Thousand Associates,last dated April 9,2025. (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site?Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres:including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes Elare part of a larger common plan that will ultimately disturb one or more acres of lands; which Exceed Fifteen(15)feet of Vertical Rise to Including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit is required for storm water discharges, p (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit O Will Driveways,Parking Areas or other impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off ❑ 1.The SWPPP shall be prepared prior to the submittal of the NOI. The NOI shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, ❑ required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit. In addition,the SWPPP shall Area?(This item will NOT include the installation of Driveway Aprons.) potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE:If Any Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that is knowledgeable in the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. (NOTE:A Check Mark(X)and/or Answer for each Question is Require for a Completed Application). STATE OF NEW YORK, COUNTY OF Suffolk SS ----------------------------------- That I, Robert E.Herrmann being duty sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that he/she is the Agent_for-Owner-- ------ ---------------------------------------------------------------------------------------------------------------------- (Owner,Contractor,Agent,Corporate Officer,etc. Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed.in the manners set forth in the application filed herewith. Sworn to before me this; 3rd , December -------------------- - -- - ---------da. . f, 2025 Notary Public� /i �( _: --- --------------------- -------- --- Notary FORM - 06/10 V Notary Public-State of New York No.01 ST5015931 Qualified in Suffolk County y My Commission Expires August 02,20J NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD r nf, In the matter of applicant: Sean R.McCoyd SCTM#1000-87-3-66.4 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Demolish and remove existing 1,360 sf, 1-story dwelling with attached garage and deck,and construct in its place a new 1,182 sf, 1 &2-story,single-family dwelling with a 143 sf covered entry deck and 135 sf covered waterside deck with associated steps,and a 432 sf, I-sty accessory garage;install wood utility platform and 4'x 7'outdoor shower;replace existing asphalt driveway with pervious gravel driveway; remove existing septic system and install new I/A OWTS sanitary system;install stormwater drainage system; and establish a 10-foot wide vegetated non-turf buffer adjacent to existing concrete seawall,all as depicted on the survey/site plan prepared by Young Associates,last dated April 9,2025. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 3360 Minnehaha Boulevard, Southold 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: Wed.,Feb. 11,2026 @a,5:30pm;Town Hall Meeting Room,53095 Main Rd.,Southold You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. Sean R,McCoyd PROPERTY OWNERS NAME: 37 East Franklin Court MAILING ADDRESS: Garden City,NY 11530 PHONE #: 516-640-9156 AGENT: En-Consultants MAILING ADDRESS: 1319 North Sea Road, Southampton,NY 11968 PHONE #: 631-283-6360 i i Enc: Copy of sketch or plan showing proposal for your convenience. i i i PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: 1000-87-3-35 215 Kensington Road Brian & Lynn Tully Garden City,NY 11530 1000-87-3-36 247 Crocus Avenue a Mark&Audrey Ammirati Floral Park,NY 11366 1000-87-3-38 381 6th Street William Ainger& Susan Monaco Brooklyn,NY 11215 1000-87-3-10.1 43 Fleetwood Drive Jennifer Handau New Fairfield,CT 06812 1000-87-3-66.3 120 Euston Road D&L Pascale Trust Garden City,NY 11530 t. 1000-87-3-69 PO Box 20 Laughing Waters POA Southold,NY 11971 1000-87-4-10 PO Box 1179 Town of Southold Southold,NY 11971 STATE OF NEW YORK COUNTY OF SUFFOLK Robert E.Herrmann doing business at En-Consultants 1319 North Sea Road Southampton,NY 11968 , being duly sworn, deposes and says that on the �Oth day of January 2026 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Southampton , that said Notices were M iled to each of said persons by (certified)(ragiabmxx mail. i Robert E. Herrmann Coastal Managment Specialist Sworn tp�before me this KIM H. STEPHENS day of 7-"j. 6 6k'vLU ,20 Notary Public-State of New York / No. 01 ST5015931 Qualified in Suffolk County 1 My Commission Expires August 02,20 Notary lic I a-• ® , o ru m ru o ®. o IServices r9 am m mCertified Mail Fee m ee n Extra Services&Fees(checkbox,add fee as appropriate) - J3 FU ❑Return Receipt(hardcopy) $ Fees(check box,add fee as appropriate) m „ t(hardcopy) $ { ❑Return Receipt(electronic) $ Postmat�'a ❑Return Receipt(electronic) $ E C3 ❑Certified Mail Restricted Delivery $ Her ry e, ❑Certified Mail Restricted Delive $ P l4ere fC ❑Adult Signature Required' $ mod% ❑Aduft Signature Requiredru $ Here ❑Adult Signature Restricted Delivery$ � ❑Adult Signature Restricted Delivery$ Postage Postage $ p $ t-1 Total Total 0 $ Sent Brian&Lynn Tully Sent Mark&Audrey Ammirati CO Sr eE 215 Kensington Road ------------- � streE 247 Crocus A enue `n ---- Garden City,NY 11530 `r' Floral Park NY 11366 crty Q cry - B B BBB°B• - r9 ® ® , o . ® ru ® e p iT r-9 C3 m m m Certified Mail Fee m Certified Mail Fee ® $ C3 $ Extra Services&Fees(check box,add fee as appropriate) - -0 Extra Services&Fees(chackbox,add fee as appropriate) nj ❑Return Receipt(hardcopy) $ r'j ❑Return Receipt(hardcopy) $ ❑Return Receipt(electronic) $ Postmark ❑Return Receipt(electronic) $ ❑Certified Mail Restricted Delivery $ Postmark Here ❑Certified Mail Restricted Delivery $ ( i�Hef6 -� ❑Adult Signature Required $ �' ❑Adult Signature Required $ r! Lr) El Adult Signature Restricted Delivery ru $ ❑Aduft Signature Restricted Delivery$ Postage IM Postage $ — $ <� Tow- r-9 Total P 17�- C3 $ C3 Sem William Ainger&Susan Monaco SentTG Jennifer Handau 0" Ir ----------- CO StFet 381 61h Street Sr�eet< 43 Fleetwood Drive Q' c iy Brooklyn,NY 11215 ''� --- -- New Fairfield CT 06812 Er city,st NO i u•i ® 0 cp r-9 ® ® s s m C3 B B- m . B _o f m Certified Mail Fee Certified Mail Fee Extra Services&Fees(check box,add fee as appropriate) - .a Extra Services&Fees(check box,add fee as appropriate) rh III []Return Receipt(ha dcopy) $ ❑Return Receipt(hardcopy) $ru �ys ❑Return Receipt(electronic) $ Postmark ❑Return Receipt(electronic) $ Postmark C3 ❑Certified Mail Restricted Delivery $ Here ❑Certified Mail Restricted Delivery $ Here.`` []Adult Signature Required $FU r� ❑Adutt Signature Required $ ❑Adult Signature Restricted Delivery$ rU ❑Adutt Signature Restricted Delivery$ Postage t!) Postage � Total r _ Tot; r� E3 $ $ '1 Er Sent; D&L Pascale Trust Sen Laughing Waters POA CO Streei 120 Euston Road ----------- °- ----StrE PO Box 20 ----- ---- ro 17- ciy, Garden City,NY 11530 ------------ Southold,NY 11971 i r o , (J 0 m B �o , m Certified Mail Fee O $ ,0 EXtra Services&FeeS(check box,add fee as appropriate) f1J ❑Return Receipt(hardcopy) $ ❑Return Receipt(electronic) $ POstrI, - -�- O ❑Certified Mail Restricted Delivery $ Hera El Adult Signature Required $ rU El Adult Signature Restricted Delivery$ v Postage C3 $ r-9 Total I'- a $ Sent Town of Southold � . . � Streei PO Box 1179 � c;iy Southold,NY 11971 ------------ ®1 IBB•B - - Inc('V ✓ SECTIONSENDER: COMPLETE THIS SECTION COMPLETE THIS ON DELIVERY ■ Complete items 1,2,and 3. A. SlgnatUre ■ Print your name and address on the reverse X i 4 ❑Agent so that we can return the card to you. f -Addressee ■ Attach this card to the back of the mailpiece, B. TTiveU by(Printed Name) C.Date of Delive or on the front if space permits. � 62 1. Article Addressed to: D.Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No T Jennifer Handau 43 Fleetwood Drive 3. Service Type ❑Priority Mail Express® ❑Adult Signature t]Registered Malltm New Fairfield, CT 06812 ❑PAult Signature Restricted Delivery ❑Registered Mail Restricted ertified Mailer Delivery ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM ---- - - - ❑Collect on Delivery ❑Signature Confirmation .- n rHI-1 Delivery Restricted Delivery Restricted Delivery 9589 0710 �5270 2603 6630 92 ii Restricted Delivery PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt 1 t SENDER: COMPLETE THIS SECTION COMPLETE'TWS SECTION ON DELIVERY ■ Complete items 1,2,and 3. A. Sign III Print your name and address on the reverse X 0 Agent so that we can return the card to you. ❑Addressee • ■ Attach this card to the back of the mailpiece, B. FWelved by(i anted Name) C.D e of live or on the front if space permits. t7 i f i1/�'' 3 1. Article Addressed to: D.Is delivery address different from item 1? Yes If YES,enter delivery address below: ❑No Town of Southold PO BOX 1179 3. Service Type ❑Priority Mail Express® ❑Adult Signature ❑Registered MaiITM Southold,NY 11971 []Adult Signature Restricted Delivery ❑Registered Maii Restricted Certified Mail(D Delivery ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM ❑Collect on Delivery ❑Signature Confirmation 2 A-:_,_.,.._,_-.r „ ..r. ,�a„,, o r,r on ❑Collect on Delivery Restricted Delivery Restricted Delivery 9589 0710 5270 2603 6631 08 strictedDelivery PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt I w� SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3. A. Signature "■ Print your name and address on the reverse X ------r ❑Agent 1 �!!Addressee so that we can return the card to you. ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C.D to f Delivery or on the front if space permits. d��t� �j L a ��Q6 1. Article Addressed to: D.Is delivery address diffe ent from item 14 ❑ es If YES,enter delivery address below: A No Brian&Lynn Tully 215 Kensington Road 3. Service Type ❑Priority Mail Express® ❑Adult Signature ❑Registered MallTM Garden City,NY 11530 Adult Signature Restricted Delivery ❑Registered Mail Restricted Certified WHO Delivery ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM ❑Collect on Delivery 0 Signature Confirmation 2 _ _ I n n-11—..„norvery Restricted Delivery Restricted Delivery 9589 0 710 5270 2603 6631 39 testricted Delivery PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt 1 ✓ � iGt COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3. A. Signatifire ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. llec4ived by(Printed ame) C. D e ivery or on the front if space permits. ; 1. Article Addressed to. D. Is delivery address different from item ? Y If YES,eater delivery address below: ❑No Mark&Audrey Ammirati 2.47 Crocus Avenue Type ❑Priority Mail Express® � 3. Service T e Floral Park,NY 11366 ❑Adult Signature ❑Registered MailTM ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted Certified Mail® Delivery ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM ' ❑Collect on Delivery ❑Signature Confirmation 2. 9589 0710 5270 2603 6631 2 2 -livery Restricted Delivery Restricted Delivery estricted Delivery (over$500) PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt 1 SENDER: • •N COMPLETE THIS SECTIONON DELIVERY: ■ Complete items 1,2,and 3. 0A. S gna re ■ Print your name and address on the reverse Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. eceived by(Prin d Nam ri 411 Date of iDelivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address diffe nt from item 1? ❑Yes If YES,enter delivery address below: [3 No Laughing Waters POA PO BOX 20 3. Service Type ❑Priority Mail Express@ ❑Adult Signature ❑Registered Ma1lTM Southold,NY 11971 ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted Certified Mail® Delivery ❑Certified Mail Restricted Delivery ❑Signature ConrirmationTM ❑Collect on Delivery ❑Signature Confirmation 2 — 'lelivery Restricted Delivery Restricted Delivery 9589 0710 5270 2603 6630 61 1 over 5001 1 Restricted Delivery PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt �7;LUzcrr2- Glenn Goldsmith,President f' FFO�K„ Town Hall Annex A.Nicholas Krupski,Vice President Alp� y 54375 Route 25 Eric Sepenoski y z P.O.Box 1179 Liz Gillooly kY Southold,NY 11971 Joseph Finora ��� a4�}, 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 SEAN R. McCOYD COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED IN PLACE FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE- COMPLETE THIS FORM ON EIGHTH DAY OR LATER I Tyler Rochon iwlftg /dba En-Consultants 1319 North Sea Road, Southampton, NY 11968 being duly sworn, depose and say: That on the ' ` day of >r'vctit j , 20Z,6 , I personally posted the property known as 3360 Minnehaha Boulevard, Southold; SG7M #100a-87-3-66.4 by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday, February 11,2026. Dated: (si ature) Sworn to before me this day of �,�' 20, KIM H. STEPHENS Notary Public-State of New York No.01ST5015931 —NOtaP ubhc Qualified in Suffolk County „ ; y My Commission Expires August 02,20 L 1 NOTICE OF HEARING 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: SEAN R. McCOYD SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish and remove existing 1,360sq.ft. one-story dwelling with attached garage and deck and construct in its place a new 1,182sq.ft. 1 & 2 story, single family dwelling with a 143sq.ft. covered entry deck and 135sq.ft. covered waterside deck with associated steps, and a 432sq.ft. one- story detached garage; install wood utility platform and 4'x7' outdoor shower with discharge piped to drainage system; replace existing asphalt driveway with pervious gravel driveway; remove existing septic system and install an I/A OWTS sanitary system; install stormwater drainage system; and to establish and perpetually maintain a 10' wide vegetated non-turf buffer along the landward edge of the existing concrete seawall. Located: 3360 Minnehaha Boulevard, Southold. SCTM# 1000-87-3-66.4 TIME & DATE OF PUBLIC HEARING: Wednesday, February 11, 2026 — 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 l, All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2, Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 87 - 3 _ 66.4 PROJECT NAME Sean R.McCoyd The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Demolish and remove existing 1,360 sf, 1-story dwelling with attached garage and deck,and construct in its place a new 1,182 sf, 1 & 2-story,single-family dwelling with a 143 sf covered entry deck and 135 sf covered waterside deck with associated steps,and a 432 sf, 1-sty accessory garage;install wood utility platform and 4'x 7'outdoor shower;replace existing asphalt driveway with pervious gravel driveway;remove existing septic system and install new I/A OWTS sanitary system;install stormwater drainage system;and establish a 10-foot wide vegetated non-turf buffer adjacent to existing concrete seawall,all as depicted on the survey/site plan prepared by Young Associates,last dated April 9,2025. Location of action: 3360 Minnehaha Boulevard,Southold Site acreage: 11,007 sf Present land use: Residential,single-family dwelling with attached garage 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: Sean R.McCoyd (b) Mailing address: 37 East Frank Court Garden City,NY 11530 (c) Telephone number: Area Code 516-640-9156 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No ® If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ®Yes ❑ No ❑ Not Applicable In addition to the response provided in the attached addendum,please also refer to previous consistency recommendation for the same project provided by the Town of Southold Planning Director/LWRP Coordinator,dated October 29,2025,a copy of which is attached hereto. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ®Yes ❑ No ❑ Not Applicable In addition to the response provided in the attached addendum,please also refer to previous consistency recommendation for the same project provided by the Town of Southold Planning Director/LMW Coordinator,dated October 29,2025,a copy of which is attached hereto. 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 LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR SEAN R.MCCOYD 3360 MINNEHAHA BLVD SOUTHOLD,NY SCTM#1000-87-3-66.4 LWRP Policies 5& 6 Consistent with the standards for issuance of a Town wetlands permit set forth by Town Code Section 275-12,the proposed replacement of an existing dwelling with a new dwelling and accessory garage would not adversely affect Town wetlands but should in fact have a net beneficial impact on the adjacent tidal wetlands and waters of Corey Creek as a result of careful and modest architectural design and environmental mitigation measures designed to reduce potential flood damage; protect and improve water quality; and protect the quality and function of the adjacent tidal wetland ecosystem,also consistent with LWRP Policies 4, 5 and 6,as described below. A) Project Design 1) Although the small size and limited depth of the property substantially constrain the ability to do so, the project would result in a roughly 7 foot or 24% increase in wetlands setback to the dwelling structure, as the dwelling with attached waterside deck located 28.7 feet from the adjacent tidal wetland/waterway would be replaced with a dwelling and attached deck located at least 35.5 feet away. 2) The existing FEMA-noncompliant dwelling would be replaced by a more highly elevated, FEMA- compliant dwelling that will meet the combined Federal and New York State codes requiring the new dwelling to maintain a base flood elevation at least 3.5 feet higher than the minimum base flood elevation required by the FEMA-designated flood zone, thus substantially reducing the dwelling's exposure to risks of flood and erosion damage. 3) The proposed dwelling will remain situated well landward of the"pier line"established by the adjacent dwellings,compliant with Town Code Section 275-11(A)(3). 4) The mass and height of the proposed dwelling are compliant with the Town's GFA and sky plane limitations, and total lot coverage increases by only 228 sf to a compliant 18.3 percent. B) Mitigation Measures 1) The existing conventional septic system located approximately 60 feet from wetlands will be removed and replaced with a low-nitrogen, innovative/alternative sanitary system (I/A OWTS), which unlike conventional septic systems is designed to significantly reduce nitrogen loading into the groundwater table, located approximately 80 feet from wetlands, thus achieving a 20 foot or 33% increase to the septic system's wetlands setback. 2) An existing asphalt driveway will be replaced with a pervious gravel driveway, thereby additionally decreasing lot coverage by impervious surface that is not counted as lot coverage. 3) A 10'wide vegetated non-turf buffer is proposed to be established and permanently maintained adjacent to the seawall, thus restoring a portion of the historically cleared area of the property adjacent to the waterway, reducing the area of maintained and potentially treated turf lawn adjacent to wetlands, and increasing the separation distance between potentially treated turf lawn and adjacent waterway. 4) A stormwater drainage system is proposed to capture and recharge roof runoff. 5) A project limiting fence will be installed to contain site disturbance and potential surface runoff during construction. In addition to the response provided in the attached addendum,please also refer to previous consistency recommendation for the same project provided by the Town of Southold Planning Director/LWRP Coordinator,dated October 29,2025,a copy of which is attached hereto. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [:] No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold'--- .rater-de endent uses and promote ____ng 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 ElNo ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY TITLECoastal Management Specialist DATE December 2,2025 Robert E. e n Amended on 811105 r t� I1 ' EN-CONSULTANTS December 3,2025 Town of Southold Board of Trustees 54375 Main Road Post Office Box 1179 , Southold,New York 11971 up, 'ems Re: Sean R. McCoyd 3360 Minnehaha Boulevard, Southold SCTM#1000-87-3-66.4 Dear Board of Trustees: In regard to the above referenced property, enclosed are the following for the Board of Trustees review: 1. One(1)Application Checklist. 2. One(1)Application Certification. 3. Four(4)Wetland Permit Applications including: a) Authorization&Affidavit Forms; b) Applicant/Agent/Representative Transactional Disclosure Forms; c) Short Environmental Assessment Form; d) Erosion, Sedimentation& Storm-Water Run-off Assessment Form. e) LWRP Consistency Assessment Form. 4. Site plan prepared by Young Associates Consulting Engineers, last dated April 9,2025. 5. Three(3)sets of site photographs. 6. Application fee of$1,250.00. 7. Four(4)sets of architectural drawings(one full size,three 11 x 17),prepared by Barbara M.Ruggiero Architect,PC,dated April 28,2025. I hope this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Since ely Robert rmann Coastal Management Specialist /khs Enc. 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting