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Aft7- FH Mlk4 OW,-N-, /I/-,'-r-ri �57- 6� 6 /A,, 13- ROA off West Mill Rd. , Mattituck #2895 Katherine Ebert for mattituck Holding C01'P- 8/81 ACTION DATE: 10/15/81 FILED: 9/1 (106-6-p/0 13-3) Owner: Strongs West Mill LLC File#: 80227yy-- +9P) Address: 3430 Mill Rd Code: 25MS Agent Info Charles Cuddy 445 Griffing Av Riverhead, NY 11901 Phone: (631)369-820 0 Fax: Email: chariescuddy@optonline.net BOARD MEMBERS ��0� S0!/T�o Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l0 53095 Main Road• P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. sn Office Location: Nicholas Planamento • �O� Town Annex/First Floor Margaret Steinbugler `+oU 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS RECEIVE® TOWN OF SOUTHOLD W 3• / . Tel. (631) 765-1809 MAR - 6 2026 S®16rholAdT=wn C erk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 5, 2026 ZBA FILE No.: 8027 NAME OF APPLICANT: Strong's West Mill, LLC PROPERTY LOCATION: 3430 Mill Road,Mattituck,NY SCTM No. 1000-106-6-13.4 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review regarding a request to overturn a Notice of Disapproval(NOD)falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. PROPERTY FACTS/DESCRIPTION: The subject property is a conforming irregularly shaped 32.9559 acre split- zoned R-80/M-ll parcel on the west side of Mattituck Creek with 718,474 square feet in the R-80 Residential Zone and 717,085 square feet (689,752 buildable) in the M-II District. The property completely surrounds an interior residential parcel, hence has both interior and exterior property lines. The exterior western property line includes 568.45 feet along Mill Road(aka Cox Neck Road),runs 784.82 feet east to a right-of-way for the interior residential parcel, runs 473.19 feet north and 32.75 feet northwest along the right-of-way, then runs 139.27 feet north to West Mill Road, runs along West Mill Road in three segments with lengths 39.22 feet, 138.46 feet, and 77.64 feet, then runs southeast 88.26 feet to a residential parcel, 204.92 feet southwest, 100.00 feet southeast, 218.61 feet northeast, and 106.80 feet southeast around the residential parcel,67.49 feet east to Mattituck Creek,thence several bulkheaded sections along Mattituck Creek running 129.64 feet south, 80.90 feet west, 21.20 feet south, 41.90 feet east, 124.01 feet south, 6.06 feet west,277.04 and 84.29 feet south,42.38 feet west;47.54 feet,26.27 feet, 166.76 feet,and 24.75 feet south; 17.32 feet southeast and 88.79 feet along a vegetated area adjacent to the creek, with three segments of 69.74 feet,69.50 feet,and 88.79 feet along the Creek shore,to east-to-west segments of 340.19,31.25, 56.10,42.60, 67.34, 182.66, and 74.67 feet adjacent to residential properties on the southern boundary, thence multiple segments adjacent to a Town of Southold preserve of 98.79 feet northwest and sections running roughly west of 32.34,45.60, 107.79, 126.31, 71.34, 51.02, 39.54, 52.11 and 82.69 feet; thence four sections of 38.51,, 62.97, 190.13, and 94.70 feet running roughly northwest along an adjacent residential parcel, thence 50.00 feet northeast and 50.00 feet northwest back to Mill Road. The interior property line is a pentagonal shape with a southern boundary of 200.00 feet making a 90 degree corner to a western boundary of 145.00 feet, making an obtuse angle (at a point 143.98 feet east of the right of way) to a northwestern boundary of 219.80 feet, to a northeastern boundary of 29.97 feet, and an eastern boundary of 262.68 feet back to a 90 degree corner at the southern boundary. The site is developed with a one-story frame house and garage,a one-story frame building,*a two-stbry'frame building, four one-story metal buildings, and a shed, all as Page 2, March 5,2026 #8027 Strong's West Mill LLC SCTM No. 1000-10676-13.4 shown on the engineering drawings and survey titled"Boat Storage Buildings Strong's Yacht Center at Mattituck, Town of Southold, Suffolk County,New York Revised Site Plan,"prepared by Young Associates, signed and sealed by Douglas Edward Adams, Licensed Professional Engineer, and Howard M. Young, Licensed Land Surveyor, last updated April 8,2025. BASIS OF APPLICATION: Request for an Interpretation under Chapter 280-Bulk Schedule for Business, Office and Industrial Districts; Article I, Section 280-4; Article XIII, Section 280-56; and the Building Inspector's May 6, 2025 Notice of Disapproval based on an application for a permit to construct a boat storage building; 1) Height of building as it relates to a boat storage building; located at: 3430 Mill Road, Mattituck, (Adj. to Mattituck Creek), NY. SCTM No. 1000-106-6-13.4. RELIEF REQUESTED: The applicant's May 2025 application to the Zoning Board of Appeals(Board) originally requested the Board to provide a code interpretation of the Town Code,Chapter 280,Article 1,Section 280-4,Height of Building, as it pertains to the proposed boat storage building, and, if necessary, grant a variance. Subsequently via letter dated October 2,2025 the applicant's representative requested a change to the requested relief from a code interpretation to a reversal of the Building Inspector's May 6,2025 NOD,which states "The proposed boat storage building is not permitted pursuant to Chapter 280—Bulk Schedule for Business, Office and Industrial Districts, which requires a maximum building height of 35 feet. The proposed height is 47 feet 9 inches." ADDITIONAL INFORMATION: The subject parcel is covered by eight Certificates of Occupancy: Z-2336 dated January 11, 1966 pursuant to Building Permit 2869Z dated September 22, 1965 for"Business building —boat storage, shipyard,etc." Z-2375 dated April 4, 1966 pursuant to Building Permit 2869Z dated September 22, 1965 for"Business building— (Boat storage&repairs)." Z-6252 dated December24, 1974 pursuant to Building Permit 5578Z dated October 20, 1971 for"Industrial building (boat storage& repairs)." . 9806Z dated December 26, 1979 pursuant to Building Permit 10478Z dated November 16, 1979 for"Boat storage building." Z-16261 dated October 6, 1987 pursuant to Building Permit 13532Z dated November 14, 1984 for "Addition to existing boat storage building." Z-17354 dated September 27, 1988 pursuant to Building Permit 11429Z dated October 21, 1981 for "One family dwelling with attached two car garage." Z-17562 dated December 2, 1988 pursuant-to Building Permit 16806Z dated March 14, 1988 for "Second floor renovation." Z-23019 dated May 31, 1994 pursuant to Building Permit 8322-Z dated December 1, 1975 for"Accessory storage building as applied for." s Page 3, March 5,2026 #8027 Strong's West Mill LLC SCTM No. 1000-106-6-13.4 The application included: Engineering drawings titled "Strong's Marine Proposed Boat Storage Building," pages A-101.00, "Building Elevations,"; A-102.00, "Floor Plan," and A-103.00, "Grade Plane Calculation," prepared by Jeffrey T. Butler, P.E., P.C., last revised April 23, 2025 with the note "Reduced building size per client request," and indicating the building height to be 22.52 feet from the existing natural grade. A set of engineering drawings and survey titled "Boat Storage Buildings Strong's Yacht Center at Mattituck, Town of Southold, Suffolk County, New York Revised Site Plan," pages 1 through 13, prepared by Young Associates, signed and sealed by Douglas Edward Adams, Licensed Professional Engineer, and Howard M. Young, Licensed Land Surveyor, last updated April 8, 2025. Analyses of the building height relative to the 2022 revised Town Code definition from three licensed professional engineers, determining it to be: 24.24 feet(letter dated February 10,2025 from Jeffrey T. Butler, P.E., P.E.,to Jeff Strong), 26.6 feet(letter dated July 30, 2025 from Vincent A. Gaudiello, P.E., of the Raynor Group Civil Engineers and Land Surveyors to Charles R. Cuddy, Esq.), and 27.05 feet (letter dated August 6, 2025 from Douglas Adams, P.E., P.G., of Young Associates to Charles R. Cuddy, Esq.), all three letters concluding the proposed building height would be less than the maximum of 35 feet permitted by the Town Code. The Board received three letters from neighbors and Mattituck residents in opposition to this application: One letter dated August 6,2025 questioned the meaning of"adjacent"in the Town Code's definition of building height,noting the proposed building is two feet higher than the two previously proposed buildings,and suggested that no variances should be granted while the SEQRA process is underway. One letter on behalf of Save the Mattituck Inlet dated August 7, 2025 argued that the current project proposal does not mitigate the issues associated with the previously-proposed two-building project, noted that the Town Planning Board made a positive declaration of significance for the prior proposed project and conducted an environmental review under NYS SEQRA law, and urged the Board not to approve any Ivariances while the SEQRA process is underway. One letter dated January 8,2026 argued that the proposed building would produce an undesirable change in the character of the neighborhood, noted that the Raynor Group's height analysis found that the south elevation of the proposed building would exceed the code-permitted maximum height by 8.5 feet,called into question the use of"average building height"by the applicant's Site Engineer, and suggested that average height should not be a factor in determining whether or not a building conforms to the Town Code. During the August 7, 2025 public hearing,two neighbors of the subject property spoke against the proposed project. One spoke about the environmental impacts of the proposed project and its potential impacts to the neighborhood and requested that no variance be granted while SEQRA review is underway. A second neighbor testified that the height of the building in the subject application is 2.1 feet larger than in the prior 2018 two-building application. A third member of the public requested that the Board avoid any decision that would impede the Planning Board's ability to review the broader site plan. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held public hearings on this application on August 7,2025 and on January 8,2026 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal i Page 4,March 5,2026 #8027 Strong's West Mill LLC SCTM No. 1000-106-6-13.4 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. The applicant submitted an application for two boat storage buildings on the subject property in 2018 and received a Notice Of Disapproval (NOD) from the Town Building Department dated September 18, 2018. That NOD noted that the application required approval from the Southold Town Planning Board. It did not indicate the need for a height variance. 2. The aforementioned NOD was subsequently RENEWED and AMENDED February 7,2025,and RENEWED May 6, 2025. At this time the project scope had been reduced from a two-building proposal to a one-building proposal.The RENEWED May 6,2025 NOD noted the proposed building height to be 47 feet, 9 inches from the as-built grade where the code-permitted maximum height for a building in the Business, Office, and Industrial Districts is 35 feet. 3. In the public hearing on August 7, 2025: The applicant's engineer testified that typical practice for determining the height of a rectangular building is to determine the natural grade elevation value at each of the four corners of the building, average those four elevation values, and apply that average to the ridge elevation to determine the ridge height relative to the average natural grade. He noted that, in this case,because the building was so large and the terrain so irregular, he instead determined the vertical wall area of each side of the building from the existing natural grade to the height of the proposed building's eaves (for the north and south sides) and to the height of the proposed building's gables (for the east and west sides); summed those four above-grade areas, and divided that sum by the proposed building's perimeter to determine the average height above existing grade. The Board noted several inconsistencies in "Strong's Marine Proposed Boat Storage Building" drawing A- 103.00, "Grade Plane Calculation," last revised.April 23,2025. 4. On September 5, 2025 the Board received an updated version of engineering drawing A-103.00, "Strong's Marine Proposed Storage Building Grade Plane Calculation," prepared by Jeffrey T. Butler, P.E., P.C., last revised August 18, 2025, with the revision note, "Revised calculation based on latest building location and comments from ZBA,"and addressing some of the inconsistencies that had been noted in the August 7,2025 public hearing. This analysis indicated the proposed building to be 24.13 feet high. 5. At the public hearing held on January 8,2026: Considering the applicant's engineer's August 7, 2025 testimony regarding calculating building height from average natural grade,wherein a basic method calculated height by averaging the natural grade elevation at the building's four corners and subtracting that average from the ridge height, while the more complex method calculated total vertical wall area above grade to the eave or gable and divided that total by building perimeter to determine building height relative to natural grade, the Board asked if the latter method of calculating building height could be found as a valid method in a credible source such as an engineering or architectural handbook,textbook, or journal article. No such reference or source was provided. The Board asked about a discrepancy in engineering drawing A-103.00, "Grade Plane Calculation," last updated August 18,2025,specifically that the total above and below grade vertical areas of the north and south building walls were not equal to one another. The applicant's engineer explained that this was because for one side of the building (north)the vertical area to the building's ridge was included, while on the south side the vertical area only to the eave was included. Y Page 5,March 5,2026 #8027 Strong's West Mill LLC SCTM No. 1000-106-6-13.4 The applicant, the applicant's representative, and the applicant's engineer stated that, between the 2018 two- building application and the subject one-building application, nothing had changed that should have altered the Building Department's determination between the two submissions, thereby arguing that the Building Department's May 6,2025 NOD on the basis of building height was not rational. 6. On January 29,2026 the Board received an updated version of"Strong's Marine Proposed Storage Building," prepared by Jeffrey T. Butler, P.E., P.C.,page A-103.00, "Grade Plane Calculation," last revised January 12, 2026 with the revision note"Revised calculation based on new method suggested by Zoning Board,"indicating the proposed building height to be 27.19 feet. This revision included,for each side of the building,the vertical area above grade from the existing grade to the plane of the ridge. Based on geometric analysis,the Board is satisfied that this evaluation is mathematically sound. 7. The Board examined Town Records related to both the original 2018, two-building proposal and the current 2025, one-building proposal to determine if the proposed building heights, relative to the as-built (base) elevation, were the same (as the applicants testified) or different (as a neighbor testified) for the two applications. Two drawings associated with the 2018,two-building application indicated the proposed buildings were either 45 feet,8 inches or 45 feet maximum to the roof peak,constructed from a base elevation of 10 feet.' The three versions of"Strong's Marine Proposed Storage Building,"prepared by Jeffrey T. Butler,P.E., P.C., page A-103.00,"Grade Plane Calculation,"associated with the subject 2025,one-building application, indicate that the proposed building is either 47 feet,9 inches (version last revised April 23,2025)or 45 feet,8 inches (versions last revised August 18, 2025 and January 12, 2026), all maximum to the roof peak, constructed from a base elevation of 10 feet. The Board finds that the applicant and his representatives erroneously testified in the August 7, 2025 public hearing that nothing had changed related to building height between the 2018 and the 2025 applications. 8. During a review of Town Records related to both the original 2018, two-building proposal and the current 2025, one-building proposal, a letter from the applicant's representative to the Town's Chief Building Inspector, dated January 16, 2025, came to light. This letter reads, "In connection with the revised plan for Strong's Marine,Inc.at West Mill Road,Mattituck,the owner/applicant's site plan includes a storage building with a height of 49' 9"feet. This apparently violates Town code Section 280-4 Height of Building. Under the circumstances, the owner/applicant requests a Letter of Denial in order to proceed with an application to the Zoning Board of Appeals." 9. Considering these facts,the Board finds that the Building Department, in issuing its May 6, 2025 NOD, acted rationally given that: a. The "taller version" of the"Grade Plane Calculation"drawing, last revised April 23, 2025, and indicating a building height of 47 feet,9 inches relative to as-built grade,was the version before the Building Department at that time and indicated the proposed building was 2 feet, 1 inch taller than the 2018 two-building proposal; b. The method for determining the average grade plane as depicted in that drawing was unclear and characterized by several inconsistencies; and t"Appendix D—Architectural Elevations"page A-101.00,"Strong's Marina Proposed Storage building North Building," and page A-103.00,"Strong's Marina Proposed Storage Building South Building,"prepared by Jeffrey T.Butler,Butler, P.E., P.C., dated February 26, 2018, pages A-101.00 and A-103.00; and"Perspective Strong's Yacht Center," prepared by Jeffrey T..Butler, P.E.,P,C.,pages A-1 through A-7,A-9,and A-13,dated November 1,2021,pages A-3 and A-13. Page 6, March 5,2026 #8027 Strong's West Mill LLC SCTM No. 1000-106-6-13.4 c. The Chief Building Inspector had received a letter from the applicant's representative on January 16, 2025 requesting a Letter of Denial. 10. However, considering information that came to light at the Board's two public hearings and in the Board's document-review subsequent to the Building Department's May 6, 2025 NOD, including: a. The change in building height (relative to as-built elevation) from 47 feet, 9 inches as noted on page A- 103.00, "Grade Plane Calculation," last revised April 23,2025, back to 45 feet, 8 inches as noted on page A-103.00, "Grade Plane Calculation," last revised August 18,2025 and January 12,2026; b. The explication of the method for determining average grade plane provided in the August 7, 2025 public hearing and clarified in the January 8, 2026 public hearing; and c. The applicant's re-assessment of building height (relative to existing natural grade) as discussed with the Board,provided on page A-103.00,"Grade Plane Calculation,"prepared by Jeffrey T. Butler,P.E.,P.C., last revised January 12,2026, and indicating the proposed building height per the Town Code definition to be 27.19 feet; the Board finds that the current one-building proposal as depicted in the Engineering drawing titled"Strong's Marine Proposed Boat Storage Building," page A-103.00, "Grade Plane Calculation," last revised January 12, 2026, does not require a height variance. 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 Steinbugler, seconded by Member Weisman(Chairperson), .and duly carried, to OVERTURN THE NOTICE OF DISAPPROVAL dated September 18, 2018, renewed February 7, 2025, amended February 7, 2025,and renewed May 6, 2025. Vote of the Board: Ayes: Members Weisman(Chairperson), Planamento,Acampora,Lehnert,and Steinbugler. (5-0) rr i Leslie Kanes Weisman, Chairperson Approved for filing / �j /2026 d BUILDING HEIGHT CALCULATION PER SECTION 280-4 OF SOUTHOLD TOWN CODE (AMENDED 10-18-22): THE VERTICAL DISTANCE MEASURED FROM THE A VERA GEELEVATION OF THE EXISTING NATURAL GRADEADJACENT TO THEBUILDING,BEFOR:EANYALTERATIONOR FILL, TO THEHIGHESTPOINT OF m THE ROOF FOR FLA T AND AIANSARD ROOFS,.AND TO THE HIGHEST POINT OF THE RIDGE FOR SLOPING AND OTHER TYPE ROOFS. a 0 z � p z AVERAGE ELEVATION OF EXISTING NATURAL GRADE BEFORE ALTERATION: U 4 N AREA OF PROPOSED BUILDING ABOVE EXISTING NATURAL GRADE AT PERIMETER WALLS=28,336 SQ.FT. In (NORTH ELEV.+SOUTH ELEV.+EAST ELEV.-+WEST ELEV. =TL PROPOSED BUILDING ABOVE EXISTIINVG NATURAL GRADE F 5,656 SQ.FT. + 13,515 SQ.FT. -+-3,732 SQ.FT. +5,4:33 SQ.FT. =28,336 SQ.FT.) Q Q Q PERIMETER OF PROPOSED 13UILDING= 1,042 LIN.FT. w NORTH SIDE+SOUTH SIDE+EAST SIDE+WEST SIDE =PROPOSED BUILDING PERIMETER z 35 LIN.FT. +335 LIN.FT. + 186 LIN.FT. + 186 LIN.FT. = 1,042 LINYT.) d) AVERAGE HEIGHT ABOVE EXISTING GRADE,AT PROPOSED PERIMETER: 28,336 SQ.FT./ 1,042 LIN.FT.=27.19 FEET PROPOSED BUIILDING AREA � w z ABOVE EXISTING NATURAL GRADE _ w F HEIGHT OF PROPOSED BUILDING PER THIS METHOD=27.19 . 13,515&Q.FT. HEIGHT ALLOWED PER TO`NN ZONING TABLE(280,ATTACHEMENT 4)=35' o a z o o 0 z a 8 w m �111--PROPOSED BUILDING AREA N Z ELOW EXISTING NATURAL GRADE a 9 � 0 PROPOSED EXIST.NATURAL GRADE LINE PROPOSED U 1,181 SQ.FT � Z J Q GRADE,*EL. 10,0' GRADE a EL 10.0' EL U U 335'-0° D d) z PROPOSED SOUTH ELEVATION OF 0� BOAT STORAGE BUILDING a o C4 SCALE:1:20 EXIST. NATURAL GRADE LINE PROPOSED BUILDING AREA ABOVE EXISTING NATURAL GRADE •5 656 SQ.FT, IL ROPOSED BUILDING AREA B LO X16TING NATURAGR DE 9,640 SQ.FT. PROPOSED GRADE a EL. 10.0' ROPOSED FIN. FL EL e 10.0' PROPO GRADE a EL 10.0' ♦ 335'-O' Q X PROPOSED NORTH ELEVATION OF Q BOAT STORAGE BUILDING 1� SCALE: 1:20 FINAL MAP REVIEWED BY ZBA tu d � ' ECISIDN# SOIL-- ��— p o DATED o =Lu H c4 z o � j IMAGINARY AREA INCLUDED IMAGINARY AREA INCLUDED TOP OF RIDGE•55.66'(IN DATUM), 24.13'ABOVE AVERAGE EXISTING NATURAL GRADE 0.7 s v ©0.75 13 9 12.0 --o o.7s 2"G6(1Al2C►l»I�P.PE 1 S _ ° C 0.75 L��" w �1 EAVE HEIGHT = L u _ _ i U PROPOSED p I] Z OVERHEAD DOOR I - PROPOSED BUILDING AREA M PROPOSED BUILDING AREA OPENING - ABOVE EXISTING NATURAL GRADE N S i ROPOSED BUILDING AREA AVERAGE EXISTING GR DE e ABOVE EXISTING NATURAL GRADE 5,433 SQ.FT. o o z q • 3,132 SQ.FT. ELOW EXISTING NATURAL GRADE �krsr N INCLUDING IMAGINARY AREA WITHIN "CUBE" ABOVE ROOF v o 3119 IN LUDING IMAGIf�ARY AREA WITHIN "THE CUBE" ABOVE THE R OF 4,761 SQ.FT. AT URAL GR ibE °9 a Q w m aIF ROPOSED BUILDING AREA c� X16TING NATUR A - - B��NE PROJECT: N Cs�AO STRONG'S MARINE PROPOSED -1 --TI PROPOSED PROPOSEDji GRACE e EL. 10.0' - u PROPOSED FIN, FL EL e 10..0_ �11 GRADE a EL. 10.0' GRADE e EL. 100' PROPOSED FIN. FL EL a 10.0' PROPOSED PROPOSED STORAGE BUILDING GRADE•EL. 10.0' Tr 186'-0° 186-0" PROPOSED WEST ELEVATION OF PROPOSED EAST ELEVATION OF BOAT STORAGE BUILDING BOAT STORAGE BUILDING SCALE: 1:20 SCALE: 1:20 GRADE PLANE CALCULATION SEAL&SIGNATURE DATE: 9-25-24 O •,�. C.?,h ; PROJECT No: 180016 <� Q`� DRAWING BY:DC CHK BY: JTB G7 1 � n DWG No: - 103 ,00 CADD FILE No: 3 of 3 180OXX Y MAILING ADDRESS: PLANNING BOARD MEMBERS Qf SU(/� P.O. Box 1179 � JAMES H.RICH III ��V�' DSO Southold, NY 11971 ® �. �y l Chairman OFFICE LOCATION: MIAJEALOUS-DANK N Town Hall Annex PIERCE RAFFERTY �Q 54375 State Route 25 MARTIN H.SIDOR O (cor. Main Rd. &Youngs Ave.) DONALD J.WILCENSKI �y��UNT`I,� Southold, NY k� Telephone: ldt wnny. o J 1 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD RECEIVED MEMORANDUM JUL 3 0 2025 To: Leslie Kanes-Weisman, ZBA Chairperson ZONING BOARD OF APPEALS Members of the Zoning Board of Appeals Cc: Julie McGivney, Assistant Town Attorney From: James H. Rich III, Chairman .(L Members of the Planning Board' Date: July 30, 2025 Re: ZBA#8027 Strongs West Mill,LLC Located at 3430 West Mill Road, Mattituck S CTM#1000-106.-6-13.4 The Planning Board has reviewed your request for comments regarding the above-referenced application. We recommend that the Zoning Board, as an involved agency for this application under the State Environmental Quality Review Act(SEQRA), wait to make a decision until after the Planning Board as Lead Agency has made their SEQRA findings on the site plan application to avoid any segmentation issues. Upon its completion, the SEQRA findings statement will serve as the Planning Board's comments to the ZBA. If you have any questions,please do not hesitate to contact the Planning Office. i O E LOCATION: iO. ,. ' MAILING ADDRESS: cRl'jt O Po�vn Hall Annex P.O.Box 1179 i p►�w 54375 State Route 25 ._- Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 ►O • y0' LOCAL WATERFRONT REVITALIZATION ROG TOWN OF SOUTHOLDeCelVe JUL 31 2025 To: Leslie Weisman, Chair Zoning Board of Appeals Members of the Zoning Board of Appeals From: Mark Terry, Assistant Town Planning Director LWRP Coordinator Date July 31, 2025 Re: LWRP Coastal Consistency Review for ZBA File Ref STRONG'S WEST MILL,LLC#8027 SCTM No.1000-106-6-13.4. STRONG'S WEST MILL, LLC#8027 - Request for an Interpretation under Chapter 280-Bulk Schedule for Business, Office and Industrial Districts; Article I, Section 280-4; Article XIII, Section 280-56,; and the Building Inspector's May 6, 2025 Notice of Disapproval based on an application for a permit to construct a boat storage building; 1) Height of building as it relates to a boat storage building; located at: 3430 Mill Road, Mattituck, (Adj. to Mattituck Creek),NY. SCTM No. 1000-106-6-13.4. The proposed action cannot be reviewed at this time due to an active SEQRA review. Cc: Paul DeChance, Town Attorney TOWN OF SOUTHOLD Received BUILDING DEPARTMENT SOUTHOLD,N.Y. MAY 2 2 2025 NOTICE OF DISAPPROVALZoning Board of Appeals DATE: September 18, 2018 RENEWED: February 7, 2025 AMENDED: February 7, 2025 RENEWED: May 6,2025 TO: Charles Cuddy (Strong's Yacht Club) PO Box 1547 Riverhead,NY 11901 Please take notice that your application dated August 30, 2018: For permit to: construct a boat storage building at: Location of property: 3430 Mill Road, Mattituck,NY County Tax Map No. 1000— Section 106 Block 6 Lot 13.4 Is returned herewith and disapproved on the following grounds: The proposed boat storage buildingis s not permitted pursuant to Chapter 280-Bulk Schedule for Business, Office and Industrial Districts,which requires a maximum building height of 35 feet. The proposed height is 47 feet 9 inches. Additionally,pursuant to Article XXIII, Section 280-127, the proposed use requires site plan approval from the Southold Town PlanningBoard. oard. You may now apply to these agencies directly. Autho 'zed Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board, ZBA FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 18,2018 TO: Charles Cuddy(Strong s Yacht Club) PO Box 1547 Received Riverhead,NY 11901 Please take notice that your application dated August 30, 2018: JAN 16 2026 For permit to construct t vo boat'stora�efb-----gl at Zoning Board of Appeals Location of property 3430 Mill`Road Mattituck,_NY' County Tax Map No. 1000—Section 106 Block 6 Lot 13.4 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIII Section 280"127'tlie proposed-use requires site planapprov_. from fhe South old'Towri:Plarinin Board: You may now.a y'. to this agency directly. Note to Applicant:Any changeor deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Planning Board i TO THE SOUTHOLD TOWN BOARD®F AREW C e 4 v ad AREA VARUNCE IgouseNo,5780 Street West Mill Road hamlet Mattituck MAY 2 2 2025 SCTM 1000 Sections 106 Block: 6 Lot(s)10, 13.4 Lot Size.. 320 6acrcZ& ff& tLof Appeals I(WE)APPEAL THE WRITTEN DEMMENATION OF THE EUMBING INSPECTOR DATED EASE)ON SURVEY/SITE PLAN DATED Owner(s) Strong°s West Mill LLC Mailiag Address: 5780 West Mill Road, Mattituck, BY 11952. Telephones 631® ��, EnmalIl� Jeff@strangsmarineocom NOTE:In addition to the above.please complete below fif application is signed by appncant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative. Charles R. Cuddy, Esq for Owner Other. Address- 445 Griffing Avenue, Riverhead, NY 11901 Telephone: 631-369-8200 Faze Ennall. charlescuddy@optonlineonet Please check to speck who you wish correspondence to be mailed to,ftom the above manes. Qv�AppIlacant/Owner(s), (V)Authorized Representative, Q )Other Name/Address below. WHEREBY THE ENDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED and DENIED AN APPLICATION DATED 8/30/2018 FOR: Q ]Building Permit Q Certiffeate of Occupancy Pre-Certificate of Occupancy Q Change of Use Q )Permit for As-BuHt.Construction (g)Other. .Site flan Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by naanmbers.Do not alanote the code.) Article: 1 Section. 280 Subsection.. Bulk Schedule Type of Appeal. An Appeal is made for: 'I ')A Vmlance to the Zoning Coale or Zoning papa Q )A Variance due to lack of access required by New York Town Law Section 280-A. Qg)Interpretation of the Town Code,Article 1 Section 280-4 Heiaht of Building Q )Request for Reversal or Overturn the Zoning Officer's Denial Other A prior appeal Q )has, (2)has not been made at any time with rel2ect to this proflnerty4 UNDER Appeal No(s). Year(s)a (Please be sure to research before completing this question or call our office for assistance) a Page 2, Area Variance Application tieceived �. Revised 6/2023 MAY 2 2 2025 REASONS FOR APPEAL (Please be specific,additional sheets may be used with preparer's signature notartEb ng Board of Appeals 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: THis is a boat storage building as permitted in the MII Zoning Use District. 2. The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an area variance,because: Iii}iorder to store large boats it is necessary to have the door opening height proposed and, it is submitted, the building height does not exceed the height permitted by the Town Code. 3.The amount of relief requested is not substantial because: The door ppening height was previously permftttdd and arguably is the height still permitted. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: When erected the building, in and of itself, will not casue physical or j/ environmental harm. 5.Has the alleged difficulty been self created? { } Yes,or {)} No Why: The Town Code was changed during the course of the application. • Are there any Covenants or Restrictions concerning this land? { }No { }Yes(please furnish a copy) • This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. By signing this document,the PROPERTY OWNER understands that 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 may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Sign a Applicant or&kuthorized Agent (Agent in `submit written Authorization from Owner) Sworn to before me this �1 day of Mjgd, 20 ' LHAR1sF 'CiJTsoy Wb4a►'jr`PubUc,State of Nt3tr`fork No.02CUS872225 Notary Public Qualified in Suffolk County , rY GorrwntllSsion ExpJtes'Deceber 31, Receiveci Zoning Board of Appeals QJ APPLICANT'S PROJECT DESCRIPTION ;MAY 2 2 2025 Boar APPLICANT: Strongs Yacht Center LLC SCTM No. 100 Zoning 0-106-06-1�&gf3�lPeals 1.For Demolition of Existing Building Areas .Please describe areas being removed: N/A II.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: Dimensions of new second floor: N/A Dimensions of floor above second level: N/A Height(from existing natural grade): Is basement or lowest floor area being constructed?If yes,please provide height(above ground)measured from natural existing grade to first floor: N/A III. Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary). Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: None Number of Floors and Changes WITH Alterations: One Floor IV. Calculations of building areas and lot coverage,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property: 69,076 s q.f t. Proposed increase of building coverage: 9.4% Square footage of your lot: 1,435,559 (Buildable Lands = 689,752sq.ft. Percentage of coverage of your lot by building area(lot coverage) 19 5% Gross Floor Area(GFA)of single family dwelling including the attached garage and/or habitable detached accessory structure: (Please refer to Chapter 280, Section 280-207 of the Town Code): N/A For Residential lots, is project within the allowable Sky Plane? (Please refer to Chapter 280, Section 280-208 of the Town Code): N/A V.Purpose of New Construction: Roat Storage R,,;l d;ng VI.Please describe the land contours(flat,slope %,heavily wooded,marsh area, etc.) on your land and how it relates to the difficulty in meeting the code requirement(s): Describe on separate page if needed: Heavily wooded and sloped. Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION MAY 2 2 2025 A. Is the subject premises currently listed on the real estate market for ale Yes ? X No ornng Board of Appeals B. Are there any proposals to change or alter land contours? No X Yes,please explain on separate sheet. See Site Phan C. 1.)Are there areas that contain sand or wetland grasses? Yes. sand 2.)Are those areas shown on the survey submitted with this application? Yes 3.)Is the property bulk headed between the wetlands area and the upland building area? primarily — improvement outside NYSDEC jurisdiction. 4.)If your property contains wetlands or pond areas,have you contacted the Office of the BOARD OF TRUSTEES for its determination of jurisdiction? Yes Please confirm status of your inquiry or application with the Board of Trustees. If issued,please attach copies of your permit listing conditions of approval with a copy of the approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? No E. Are there any patios,concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? No If any of the aforementioned items exist on your property,please show them on a site plan. F. Are there any construction projects currently in process on your property? No If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe scope of work: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If none exist,please apply to the Building Department to obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? No If yes,please label the proximity of your lands on your survey and identify the Suffolk County Tax Map No. 1. Please list present use or operations conducted at your property, and/or the proposed use Marina with docks and service area. J. (examples:existing single family,proposed:same with garage,pool or other) Author' d g ture Date Jeff y S ong TOWN OF SOUTHOLD, NEW YORH DATE ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 2615 Dated September 29, 1979 ¢� gp Q ACTION OF THE ZONING BOARD OF APPEALS OF THE'TOWN OF SOUTHOLD ecei a0 a To Mattituck Holding Co. Appellant Mill Road MAY 2 2 2025 Mattituck, NY 11952 at a meeting of the Zoning Board of Appeals on November 15, 1979, . the appealzon�ng Board of Appeals was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property (X 5 Request for a special exception under the Zoning Ordinance Art. VIII §100-80B(15) ( ) Request for a variance to the Zoning Ordinance 1. SPECIAL EXCEPTION.By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article .................... Section .................... Subsection .................... paragraph .................... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because 8:0 5 P.M. (E.S.T.) Upon application of Mattituck Holding Co., Mill Road, Mattituck, New York for a Special Exception to the Zoning Ordinance, Article VIII, Section 100-80B(15) for permission to construct a boat storage shed. Location of property: West Mill Road, Mattituck, New York; bounded north by Holmes & Killian, south by Foudy, Ziegler & McGunnigle, west by Leo Grande and Inlet Lodge, Inc. , east by Mattituck Creek. (SEE REVERSE) 2. VARIANCE.By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because (SEE REVERSE) (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and in the same use district because (SEE REVERSE) (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because (SEE REVER$E1 and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector( ) be confirmed ( ) be reversed. APPROVED q ZONING BOARD OF APPEALS FORM Z?( alrm& , .Chaof peals After investigation and insl ion, the Board finds that the applicant requests permission tc Lid a new building for storage of boats. The parcel involved has approximately 15.2 acres and is zoned C-Light. According to the Site Plan submitted with the application, there are at least four other buildings on the premises. Applicant has submitted a parking plan for all the buildings on the subject premises which meets with the Board's approval. The Board does agree with the reasoning of the � ���� applicant. The Board finds that strict application of the Ordinance would produce practical difficulties or unnecessary hardship; the hard- MAY 2 2 2025 ship created is unique and would not be shared by all properties alike in the immediate vicinity of the property and in the same use district; and the variance will not change the character of Zoning Board Of !appeals the neighborhood and will observe the spirit of the Ordinance. On motion made by Mr. Douglass, seconded by Mr. Tuthill, it was RESOLVED, that MATTITUCK HOLDING CO., Mill Road, Mattituck, New York 11952, BE GRANTED a Special Exception to the Zoning Ordi- nance, Article VIII, Section 100-80B(15) for permission to con- struct a boat storage shed, SUBJECT TO THE FOLLOWING CONDITIONS: (1) That no further bulkheading will extend to the south into the natural wetlands past the present constructed bulkhead. (2) That drainage of lands around the new south storage building will be done so as not to allow drainage off into the wetlands. (3) That no lighting will be installed that might create a nuisance hardship for the neighbors. (4) Parking will be marked out and designated as per schedule presented by owners. Any overflow parking will be handled by use of empty space in storage sheds. (5) That no further structures shall be erected on the sub- ject premises without prior approval of this Board. Location of Property: West Mill Road, Mattituck, New York; bounded north by Holmes and Killian, south by Foudy, Ziegler & McGunnigle, west by Leo Grande and Inlet Lodge, Inc. , east by Mattituck Creek. Vote of the Board; Ayes: Messrs. Douglass, Grigonis, Tut- hill and Doyen. RECEIVED AND FILED BY THE SOUTHOLD TOWN CLERK DATE I/ JyZ3.7 9 HOUR 10'3s,9.ai E Town Clerk, Town of Southold TOWN OF SOUTHOLD, NEW YORK DATE „Y4aT'Qh.,,i, 1973 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 1727 Dated February 8, 1973 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Mattituck Inlet Marina & Shipyard, Inc. Recei` e Appellant Hill Road Mattituck, Now York at a meeting of the Zoning Board of Appeals on March 8, 1973 the appeal was considered and the action Indicated below was taken on your Zoning Board ,of Appeals ( ) Request for variance due to lack of access to property � ) Request for a special exception under the Zoning Ordinance ( ) Request for a variance to the Zoning Ordinance 1. SPECIAL EXCEPTION.By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article .................... Section .................... Subsection .................... paragraph .................... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because 8:05 F.M. (E.3.T.), upon application of Mattituok Inlet Marina & Shipyard, Inc. for a special exception in accordance with the Zoning Ordinance,. Article VI, Section 600, Subsection C, and Article VIII, Section 800, Subsection B, for permission to eruct identification sign on side wall of building. Location of property: south side of Mill Road, Mattituck, New York, bounded north by Mill Road; east by Mattituck Creek; south by Shore Acres Subdivision; west by J. Leo Grande, M. Chudiak and M. Galburt. Fee paid $15.00. 2. VARIANCE.By resolution of the Board it was determined that (a) Strict application of the Ordinance(would) (would not) produce practical difficulties or unnecessary hardship because SEE REVERSE (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the Immediate vicinity of this property and in the same use district because SEE REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because WE REVERSE and therefore, it was further determined that the requested variance ( j be granted ( ) be denied and that the previous decisions of the Building Inspector( ) be confirmed ( ) be reversed. SEE REVERSE a0ae ZONING BOARD OF APPEALS FORM ZB4 rJorie McDermott, Secretary Received MAY 2 2 2025. �{ of Appeals After investigation and inspection the tZ nnds that applicant requests permission to erect identification sign on sidewall of building on the south side of Mill Road, Mattituck, New York. The Board agrees with the reasoning of the applicant subject to the sign meeting all the requirements of the current Zoning Ordinance. The Board finds that the public convenience and welfare and justice will be served and the legally established or permitted use of neighborhood property and adjoining use districts will not be permanently or substantially injured and the spirit of the Ordinance will be observed. THEREFORE IT WAS RESOLVED, Mattituck Inlet' Marina & Shipyard, Inc. be GRANTED permission to erect identifloatton sign on sidewall of building located on the south side of Mill Road, Mattituck, New York, subject to the conditions of the current Zoning Ordinance, as follows: Article VI - Section 600 C(b) Wall Signs: One (1) sign , attached- to or incorporated in each building wall on a public street and advertising only the business conducted in such building, providing such sign does not: 1. Exceed two (2) square feet in total area for each horizontal foot of such wall, and 2. Exceed in width one hundred (100%) per cent of the horizontal measurement of such wall, 3. Exceed ten (101) feet in height, and 4. Project more than one (11) foot from such wall. Vote of the Board: Ayes:- Messrs: Gillispie, Grigonis, Hulse. 1 TOWN OF SOUTHOLD, NEW YORK DATE ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 2895 by application Dated Septem � lvw$�: (�il� l ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Mr. Norman A. Reilly as agent for MAy 2,2 2025 Appellant Mrs. Katherine Ebert for Mattituck Holding Corp. Box 434, Mattituck, NY 11952 eals - _-- — y7nninrt Floa.rd of Epp at a meeting of the Zoning Board of Appeals on October 15, 1981 the appeal was considered and the action indicated below was taken on your (X) Request for variance due to lack of access to property N.Y. Town Law, Section 280—a ( ) Request for a special exception under the Zoning Ordinance ( ) Request for a variance to the Zoning Ordinance 1. c �Ca¢' }�}C�7�C7( 1f3xlx �a1 exception ( ) be granted ( ) be denied pursuant to Article .................... Section .................... Subsection paragraph .................... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be Public Hearing: 10/15/81: Application of Katherine `Ebert�Mattituck Holding Corp. , Mattituck, New York (by Norman A. Reilly as agent) , for a Variance for approval of access, New York Town Law Section 280-A. Location of Property: Right-of-Way off West Mill Road, Mattituck, NY; bounded north by Mill Road and Kil- lian; west by LeoGrande and Cox Neck Road; south by Chudiak, Mc- Gunnigle, Zeigler, DeMaula and North Drive; east by Mattituck Creek; and near Boscola. County Tax Map Parcel No. 1000-106-6- part of 13.3. (SEE REVERSE SIDE) 2. VARIANCE.By resolution of the Board it was determined that (a) strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because (SEE REVERSE SIDE) (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and in the same use district because (SEE REVERSE SIDE) .� (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because (SEE REVERSE SIDE) and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the prev ous decisions of the building Inspector a firmed ( ) be reversed. RECEIVED AND FILED BY TIM SOUTHOLD TOW14 CLERK CG:lk DATE Q-/' /9/ H0UR3:L04 zoNI G BOARD OF APPEALS FORM ZB4 own Clerk, Town of thold :his appeal, appellant seeks appro of access over a right -way shown to be 30 feet in width purvey for appellant dated July 27, 1981. The right-of-way exteno.s south and south- easterly from West Mill Road past appellant's property, and is and has been utilized for access to the residence now or formerly of Boscola adjacent southerly to the appellant's property. It is the feeling of the Board that this right-of- �t �cb'� improved to the normal road specifications adop e by this Board on March 22, 1979. '1 2 20 In considering this appeal, the Board determin hat the variance request is not substantial; that the circumstances herein are unique and the practical difficult�i�trnr eiDishp�Pi5 that by allowing the variance no substantial tr ent to adjoin- ing properties would be created; that the difficulty cannot be obviated by a method, feasible to appellant, other than a variance; that no adverse effects will be produced on available governmental facilities of any increased population; that the relief requested will be in harmony with and promote the general purposes of the zoning code; and that the interests of justice will be served by allowing the variance. On motion by Mr. Goehringer, seconded by Mr. Grigonis, it was RESOLVED, that the access be approved as requested in Appeal No. 2895 by Katherine Ebert for Mattituck Holding Corp. , SUBJECT TO THE FOLLOWING CONDITIONS: 1. Such access road must have a width of not less than 15 feet and be cleared of all trees, brush and other obstructions to a width of 15 feet. 2. Such access road shall be improved in either of the following two methods: (a) Surfaced with a minimum depth of four inches of packed three-quarter-inch stone blend so as to afford access for emergency vehicles. Such stone blend may be either applied to the ground surface and shaped, or the surface may be excavated to permit the application of packed blend to a depth of four inches, OR (b) Have topsoil removed to a depth of eight inches and then filled with eight inches of a good grade stone and sand bank run. The surface shall then be covered with a layer of two to four inches of three-quarter-inch stone blend, or in the alternative oiled with a minimum of four-tenths of a gallon of road oil per square yard.. 3. No certificate of occupancy shall be issued for the con- struction of any buildings or structures, or any existing buildings or structures, on the premises to which this access is referred until all of the conditions set forth herein have been complied with. 4. Where the terrain of the land over which such access road is traversed is such that drainage problems may occur, the applicant and/or owner shall be required to construct such drainage facilities as may be recommended by the Town Engineer. 5. That this access road be approved by the Board of Appeals, Town Inspector or Town Engineer, or Town Building Inspector as to meeting the above requirements. Location of Property: Off a private right-of-way off the West Mill Road, Mattituck, NY; County Tax Map Parcel No. 1000-106-6- part of 13.3. Vote of the Board: Ayes: Messrs. Doyen, Douglass, Goehringer, Sawicki and Grigonis. This resolution was unanimously adopted. APPROVED -� chairman Bard APPNI V UILM NO. 4 orl e c e TOWN OF SOUTHOLDBUILDING DEPARTMENT jb�'I TOWN CLERK'S OFFICE MAY 2132� SOUTHOLD, N. Y. Zoning Boaro of Appeals CERTIFECATE OF OCCUPANCY No. .Z,..233-6........... Date .............................. amar)p.. .. 19.$6 THJS CERTIFIES that the building located at .... lr ..... �,�.. pA,�„f�„ at��, � Street Map No. .XXX............. Block No. .. ............ Lot No. ...1=......•..pMatitituak.e.....'A iYi ......... conforms substantially to the Application for Building Permit heretofore filed in this office dated ,.•,.•,•,.,....................•..Sept........Ra.........,, 1965••• pursuant to which Building Permit No. ..,.869Z, doted ........•.................0 ept........22........ 19.6,5.., was issued, and conforms to all of the requi rernents of the applicable provisions of the low. The occupancy for which this certificate is issued is ........ I� a x�R,�� bud l rz ..,..,:.,._.....pFra Aston.�g4. .•.�hS. y pci...Ito........................I...... The certificate is issued to . t ,tE�� 23 @t Mtj sil&r & ]$p�rax�d..Inc............Owner. owner, lessee or tenant? of the aforesaid building. ((„ tl'G•+�1 .i v;,1.,......� rev tin ............... ...... Building �nspect ' k OUM Receiver D-�1 BUILDING DEPARTMENT MAY 2 2 205 TOWN CLERK'S OFFICE SOUTHOLD, N. Y. Zoning Board of Appeais CERTIFICATE OF OCCUPANCY No. Z 2371 Date ........................ . I......,.1+........... 1966... THIS CERTIFIES that the building located at ...Inl,et—. Street Mop No. .....Xx............ Block.No. ...xx............. Lot No. yx,.........?4Atti.tucko. . .X .............. conforms substantially to the Application for Building Permit heretofore filed in this office doted se.}?tt.t,.....?2...... 1965„ pursuant to which Building Permit No, O,, dated ..............................SApt.,.....22...... 19.65., Nvas issued, and conforms tool I of the requirements of the applicable provisions of the low. The occupancy for which this certificate is issued is .. ..... atioraga..&..repalr,sJ......................................... ............. The certificate Is issued to ....Matti1rnak...TZIet..M&,Z!ina.,&..$h;Lpar'aXd...InC.,.alimer.... ,, (owner, lessee or tenant) of the oforesaid.bui[ding. ......................... .......... Building Inspector FORM NO. 4 TOWN OF SOUTHOLD x BUILDING DEPARTMENT Town Clerk's Office Southold, K. Y. MAY Zoning Board of App®aia Certificate Of Occupancy No. 26252. . . Date Dec .24. . . . . . . , 19. 21+ THIS CERTIFIES that the building located at W. MM Road— Street Map No. xx . . _ . . Block No. XX. . . . . Lot No. . = . F14ttAtvq N . . conforms substantially to the Application for Building Permit heretofore filed in this office dated . (1ct. 20. 19.7 1 . pursuant to which Building Permit No.5�7FZ. , , dated Dot 20 . 19 71., was issued, and conforms to all of the require. ments of the applicable provisions of the law. The occupancy for which this certificate is issued is .Tj.du*tx.�4 pt ]4i1ri� (boat forage & rQp .irs The certificate is issued to Mattituck Inlet, MArina. Ine .Owner (owner, Lessee or tenant) of the aforesaid building. Suffolk County Department of Health Approval . N.R. . UNDERWRITERS CERTIFICATE No. .Porld�Mg. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HOUSE NUMBER . .5770 Street . . We.tl t.MA11. ,RQ4d. . . . . . . . . . . . . . . . . . . . . . f . . . . . . . . . . . . . . . . . . . . . . Building Inspector FORM NO.4 TOWN OF SOUTHOLD BUILDING DEPARTMENT MAY 2'2 2021 Town Clerk's Office Southold, N.Y. eats Zoning Board of tipp Certificate Of Occupancy NoW6Z. . . . . . . . . . . . Date . . . . . .December. .26. . . . . . . . . . . . ., 1979. THIS CERTIFIES that the building . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Location of Property .577.0 .West .Mall Road . . . . . . . . . . . . . . . . . . . .Mattrii�uck Nvuse No. Street Hamlet County Tax Map No.'1000 Section . .106. . . . . . .Block . D6. . . . . . . . . . .Lot . . .9+. . . . . . . . . . . . Subdivision . . )0�. . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map No. . .X. . . .Lot No. X. . . . . . . . . . . . conforms substantially to the Application for Building Permit heretofore filed in this office dated NPv.E!Ri gw. .16. . . . , , 19 79.pursuant to which Building Permit No. . .104.78 2. . . . . . . . . . . dated . . . . . . . .Nov.eMber. .16. . . . . . 1979. ,was issued, and conforms to all of the requirements of the applicable provisions of the law.The occupancy for which this certificate is issued is . . . . . . . . . . . . . . . . . . . . . . .Boar .stoMga. Wilding. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The certificate is issued to . . . . . . .M,a•tt itt.tak. Holdl l gyp.. . . . . . . . . . . . . . . . . . . . . . (owns t�i[dDt of the aforesaid building. Suffolk County Department of Health Approval .N111 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . UNDERWRITERS CERTIFICATE NO. . . . . . NIR. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Bull xingns;�Pector \ Rev 4/7'J FORM NO.4 TOWN OF SOUTHOLD Rehceived �� BUILDING DEPARTMENT Office of the Building Inspector MAY 2'2 2025 Town Hall Southold, N.Y. Zoning I3oaro of Appear Certificate Of Occupancy 2.No 1626 l Date October 6, 1987. . . . . . . . . . . . . . . . . . . . . . . . . . . . THIS CERTIFIES that the building . . CONSTRUCT ADDITION TO BOAT STORAGE BUILDING Location of Property 5770 Mill Road Maccituek: New York !-louse No. Streoc Hamlet County Tax Map No. 1000 Section . . . 106 . . . .Block . .06. . . . . . . . . . .Lot . . . 13.3 Subdivision . . . . . . . . . . . . . . . . . . . . . . .Filed Map No. . . . . . . . .Lot No. . . . . . . . . . . . . . conforms substantially to the Application for Building Permit heretofore filed in this office dated Septer!iber 29, 1984 13532 Z pursuant to which Buildhig Permit No. . . . . . . . . . . . . . . . . . . . . . November 14, 1984 dated . . . . . . . . . . . . . . . . I . . . . . . . . . . . was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is . . . . . . . . . AUDITION TO EXISTING 50AT STORAGE BUILDING The certificate is issued to . . .MATTITUCK HOLDING CO xxxxYY (ownerxlYssed��l����`X . . . . . . , . . . . . . . . . . . of the aforesaid building. S�iffolk County Department of; Health Approval . . . . . . . /A TJNDERWRITERS CERTIFICATE NO. . . . . . . . . . . . . . N656957 PLUMBLRS CERTIFICATION DATED: N/A d i,iiding Inspector SUBJT(,T O ONV YMR REVIEW BY PLANNING BOARD Rov, i/87 FORM NO.4 TOWN OF SOUTHOLD Tnecelved BUILDING DEPAIZTMENI' ri Office of the Building Inspector t, Town Hall SAY 2 202. Southold, N.Y. Zoning board 01 APPeals Certificate Of Occupancy No. Z 17 3 54. . . . . . . . . . Date . . SE.?T. :. ?.> > . .i.9.$a. . . . . . . . . . . . . THIS CERTIFIES that the building . . . .ONE, FAMILY .DWLLLTNG Location of Property 5 108 MILL ROAD MATTITUCK /-louse No. ' ' * S;ree[ Hamisr County Tax Map No. 1000 Section , . . .10.6 . . . . .Block . . . . 06. . . . . . . .Lot YP o. 11.3 : 3. . . . . Subdivision . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map No. . . . . . . . .Lot No. . . . . . . . . . . . . . conforms substantially to the Application for Building Permit heretofore filed in this oftiee dated S E P T 14 , .1.9.8 1 pursuant to which Building Permit No. .1.1.4.2 9 Z. dated Oct . 2 . , 1981 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for wluch this certificate is issued is . . . . . . . . . ONLY FAMILY DWELLING WITH ATTACHED 2 CAR GARAGE . The certificate is issued to . . , , "THERINE EBERT (owner,leWmNSA) . . . . . . . . . . . of the aforesaid building. Suffoll< County Department of Health Approvai . . 1-.5079A Sept . 2 6 , .198 8 UNDERWRITERS CERTIFICATE NO. . . . . . . . . .N54.6005, Dec; 14 , 1981 PLUMBERS CERTIFICATION DATED: N/A Building Inspector t:o�. tint FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector MAY �2 Z025 Town Hall Southold, N.Y. ealS Zoning Board of ApP CERTIFICATE OF OCCUPANCY No Z17562 Date➢ECEMBER 2, 1988 THIS CERTIFIES that the building RENOVATION Location Of Property 5770 MILL ROAD MA'TITUCK House No. Street Hamlet County 'lax Map No. 1000 Section 106 Block 06 Lot 13.3 Subdivision XX Filed Map No. XX Lot No. XX conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 2, 1988 pursuant to which Building Permit No. 16806Z_ dated_. MARCH 14, 1988 was issued, and conforms to all of t:he requirements of the applicable provisions of the Jaw. The occupancy for which this certificate is issued is 2ND FLOOR RENOVATION. The certificate is issued to MATTI`.IUCK HOLDING CORP. (owner, ) of the aforesaid building. 7 SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. N038068 OCT. 06 1988 PI,UMBERS CERTIFICATION DATED MATTITUCK PLUMBING & HEATING 6/1G/88 _. Building Inspector Rev. 1/bl B�Rrz PIO. ceived P}"�. 1 TOWN OF SOUTHO-LDD BUILDING DEPARTMENT MAY 2 2025 Office of the Building Xnspeetor Town Hall 2aiS Southo).d, N.Y- Zoning Board of APP CE53TIFICATE OF OCCUPANCY iNo 1-23uly Date MAY 31, 1994 THIS cERTjgIES that the building, LQCSSSORY Looation Of Pr.opetty 343G WEST HILL ROAD MRTTITUCM House Mo. Sree� Hamlet County Tax Map No. 1000 Section,_IOG Block 6 Lot 13.3 9ubdiv1elon _- Filed Map No. Lot No. conforms substantially to the AppLicat.ion for Building Permit heretafora filed in this offices dated me MMiR 1, 1975 pursuant to which auildiny Permit No. 8322-Z dated DIiCRMBLR 1, 1975 wao issued, and conforms to all of the requir4�menta of the applicable provi3ione ox the law. The occupancy for which this certificate is i3cued is ACCESSORY STORAGE BUILDING AS APPLIED FOR. I The certificate is issued to MAT111TUCK HOLDING CORP.___(BOSCOLA) i (owner, lessee or tenant) 1 of the 'aforesaid building. i SUFFOLK COUNTY DEPARTMENT OF SRALT11 F+YPROVAI, Ti/A UNDERWJIJTSIIS CERTIFICATE NO. N/A _ i I Q PLUMHERB cgkTIFICR'X1ON DATED It/A II I l 6u ldf.a nspoctor i �I Rev. 1/81 � i : I Received AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS MAY 2 2025 �� TOWN OF SOUTHOLD Boaro of Appeals WHEN TO USE THIS FORM: This form must be completed by the applizm*any special use permit,site plan approval,use variance,area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant: Strong's Yacht Center LLC 2. Address of Applicant: 5780 West Mill Road, Mattituck, NY 11952 3. Name of Land Owner(if other than Applicant):_ Strong;'s West Mill LLC 4. Address of Land Owner: 5780 West .Mill Road, Mattituck, NY 11952 5. Description of Proposed Project: Construction of a 65,100 s4 ft Boat Storage Building 6. Location of Property: (Road and Tax map Number) West Mill Road 100 feet east of Naugles Drive 7. Is the parcel within 500 feet of a farm operation? {X} Yes { }No 8. Is this parcel actively farmed? { } Yes k} No 9. Name and addresses of any owner(s)of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff,it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office(765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1 David W. Cooper 2200 Breakwater Road, Mattituck 11952 SCTM 1000-106-9-2.3 2 Denmelexnic Farms LLC 3685 W. Mill Road, Mattituck 11952 SCTM .1000-106-9-4.9 3.. 4. 5. 6. (Please use the back of this page if there are additional property owners) 1001 May—/ 7 /_2025 Sign e A icant Date Je r trong Note: 1.The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. iived 2 2 2025 ��1 Short Environmental Assessment Form MAY Part I -Project Information Zoning Board of Appell~ Instructions for Completing Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information Name of Action or Project: Strong's Yacht Center-Proposed Boat Storage Building Project Location(describe,and attach a location map): 5780 West Mill Road,Mattituck,Town of Southold,NY Brief Description of Proposed Action: The proposed action includes a revised site plan for boat storage.This includes the construction of a boat storage building to the west of the existing buildings. Name of Applicant or Sponsor: Telephone:P 631-791-6113 Strong's Yacht Center LLC,Attn:Jeff Strong E-Mail: jeff@strongsmarine.com Address: 5780 West Mill Road City/PO: State: Zip Code: Mattituck NY 11952 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. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:Planning Board-Site Plan Approval;ZBA-Height Variance(SEE BOTTOM OF PAGE FOR REMAINING APPROVALS) ❑ 3. a.Total acreage of the site of the proposed action? 32.96 acres b.Total acreage to be physically disturbed? 4.99 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 32.96 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial rT Commercial m Residential(suburban) ❑Forest ❑ Agriculture © Aquatic m Other(Specify): Open Space(Mill Road Preserve) ❑Parkland Pagel of 3 Board of Trustees-LWRP Consistency and Wetlands Permit;Highway Supt.-Review temporary road apron(Haul Road);SCDHS-Variance(granted),Water Supply/Sanitary Disposal;SCPC Referral;NYSDEC Tidal Wetlands Permit Modification and SPDES General Permit 6 U - `1 ei 5. Is the proposed action, Re ° NO YES N/A a. A permitted use under the zoning regulations? MAY 2 2 2025 ❑ ❑✓ [:]- b. Consistent with the adopted comprehensive plan? ❑ 7 ❑ Ili eal honing NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ❑ ❑✓ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: ❑✓ ❑ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑ b. Are public transportation services available at or near the site of the proposed action? ❑ ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑ action? 21 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑✓ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ ❑ Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑✓ ❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of 3 �ceived vdl 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Checl Ph [Z]Shoreline ❑ Forest ❑Agricultural/grasslands ❑Early mid-successional f Appeals zoning Boarcl ❑Wetland El Urban m Suburban o 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? El Z Northern Long Eared Bat,Piping Plover 16. Is the project site located in the 100-year flood plan? NO YES ❑ Z 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ 71 a. Will storm water discharges flow to adjacent properties? Z ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ If Yes,briefly describe: Leaching pools and french drains 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: ❑ ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: ❑ ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed) for hazardous waste? If Yes,describe: ❑� ❑ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: Strong's Yacht Center LLC/Prepared by PW Grosser Consulting,Inc. Date:2/13/2025 Signature: _K �111_ � Title:Vice President Ki ennaro-Oancea,AICP CEP PRINT FORM Page 3 of 3 EAF Mapper Summary Report Thursday, Fe in o V2"5 8:48 Ann Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in prepari' a3�nental assessment form(EAF).Not all questiqq-�p� d id th€ A are answered by the EAF MapjAg�.►rA Qiotr�Iinformation on any EAF question can be obtained by consulting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to y,• DEC,you may also need to contact local or other data sources in order to obtain data not provided by the Mapper.Digital data is not a substitute for agency determinations. fi9tn� t ityai Ti� a d tezi t 41an�p�l x18i1 'fk.'Id �. ti7�� of _ .'rO�Dn110�� ,.� arni6) r"D ( ...: r J. IL, J wk °V l ;otrr e Etri HEFE Gerrrun C�5�Ir7,t rrrApi$ ICIC6Et��OJO sources Esri,HERE G2iilrlr U�GS Irtit rmap Ih FrEkllEhdT P'P,R vn Esn'3apyr, P 1ETI Earl fRC t�{ Esn a part 1t>1ETI�Earl f71r� Hqi, I r Esrr Kol xE �t vvz (Hrca K�ineIoreaEsir�rl�rin� t�14 ^ rFrS#r2etPlFla cc�rit�irrkors a7d1 l ftiati j �1�Rxrt r Ranr n I lr,tt�iT� tst�},kE f1-HEF:E Grnxur - �`.a5;`fp5 Part 1 /Question 7 [Critical Environmental No Area] Part 1 /Question 12a [National or State Yes Register of Historic Places or State Eligible Sites] Part 1 /Question 12b [Archeological Sites] No Part 1 /Question 13a[Wetlands or Other Yes-Digital mapping information on local and federal wetlands and Regulated Waterbodies] waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 /Question 15 [Threatened or Yes Endangered Animal] Part 1 /Question 15 [Threatened or Northern Long-eared Bat, Piping Plover Endangered Animal-Name] Part 1 /Question 16 [100 Year Flood Plain] Yes Part 1 /Question 20 [Remediation Site] No Short Environmental Assessment Form - EAF Mapper Summary Report 1 v(eeelved a� Mph �2 2025 Board of Zoning Appeals Application eats Zoning Board o� ApP OWNER'S AUTHORIZATION (Where the Applicant is not the Owner) Strong:'_�.s West Mill LLC I, by: Jeffrey Strong residing at 1095 Westview Dtive, Matt tuck, NY (Print property owner's name) (Mailing Address) do hereby authorize Charles R. Cuddy (Agent) to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. By signing this document,the Property Owner understands that pursuant to Chapter 280- 146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Strong's West Mill LLC //,� wnef's Signa e by: Jeffrey Strong (Print Owner's Name) AGENT/REPRESENTATIVE 1y A pews TRANSACTIONAL DISCLOSURE FORM Board Oi p �on�n9 The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers an 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. YOURNAME: Charles R. Cuddy on behalf of Strong's West:-;Milli1LLC (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) interpretation of Code Planning definition Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this 20th day of May ,20 25 Signature_ C"dc aej_�&_Y_ Print Name Charles R. Cuddy Receive APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM MAY 2 2 2025 The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officeU 4Ad.empjp=.UeRMjWj62f this form is to provide information which can alert the town of possible conflicts of interest an ow it to a e whatev r action is necessary to avoid same. YOURNAME: Strong's Yacht Center LLC by: Jeffrey Strong, Member (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this 7th day of May 20 25 Signature r Print Name Jeffte Strong eceivrPd MAY 2 2 2025 Zoning Board of Appeals I IIIIIII IIII Illll IIIII IIIII IIIII Illil 11111 111111111 IN 111111111111111111111 IN SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 10/18/2016 Number of Pages: 6 At: 10:19:24 AM Receipt Number : 16-0163886 TRANSFER TAX NUNBER: 16-08371 LIBER: D00012884 PAGE: 130 District: Section: Block: Lot: 1000 106.00 06 .00 013.004 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $4,600,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $30.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $250.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $200 .00 NO Transfer tax $18,400.00 NO Mansion Tax $2,300 .00 NO Comm.Pres $89,000.00 NO Fees Paid $110,230.00 TRANSFER TAX NUMBER: 16-08371 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County �1. ❑1 Number of pages _6 RECORDED aO 2o1r, Oct.18 10:19:E4 RM Received `/Jv 'Phis document will be public JUDITH A. PASCALE CLERK OF record. Please remove all ! SUFFOLK COUNTY MAY 2 2 2025 Social Security Numbers L D00012884 prior to recording. P 130 Zoning DT# 15-08371 g Board of Appeals —77 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Reco'ding/Filing Stamps FEES Page I Filing Fee s Mortgage Amt. T 1. Basic Tax Handling 20. 00 2. Additional Tax — TP-584 �'_ Sub Total _ Notation _ SpecJAssit. or EA-52 17(County)_ �i� Sub Total Spec./Add. EA-5217 (State) 2.Yi TOT.MTG.TAX n� hy�a Dual Town Dual County_ R.P.T.S.A. d Held for Appointment 6' Comm.of Ed. 5. 00 �: '' � Transfer Tax 19,110 U Affidavit .���` Mansion Tax The property covered by this mortgage is Certified Copy or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. g Sub Total �� G 1'ES or NO Other a Grand Total S3G ' If NO,see appropriate tax clause on page# of this instrument. 4 D sT—' 16030632 1000 10600 0600 013004 5-cjuq 5 Community Preservation Pund Real Tax 5 rvicey R POL A II�WIWIIfIII�IIW�uI�I�luII1�IIW Conderation Amount$ L OG GU Agency OS-0CT-1 CPF/I'ax Due $ QQCJ Verification _ J ✓ — -- (7 Improved 6" Satisfactions/Discharges/Releases List Property Owners Mailing Address' RECORD&RETURN TO: Vacant Land TD Ifl TD TD Mail to:Judith A. Pascale, Suffolk County Clerk 7 Title ComDanv Information 310 Center Drive, Riverhead, NY 11901 Co. a e www.suffolkeountyny.g0v/clerl< Title# ' J1 0 3.3z T-S B "uffolk Cry Recording & Endorsement Page This page forms part of the attached o_� made by: (SPECIFY TYPE OF INSTRUMENT) k MS S C C L The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of. � � S�rot"t S 63 UA n\'i t L C C. In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. n.ow,,iaoatk (over) Form 9002(3100)—Bargain and Sale Deed,with Covenants against Grantor's Acts—Individual or Corporation.(Single sheet) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY. THIS INDENTURE,made the 26i1' day of September,2016 and BETWEEN v_ MIMS Holding LLC,with an address at 5780 West Mill Road,Mattituck,New York 11952 Race i v e MAY 2 2 2025 party of the first part,and Zoning Board of Appeals Strong's West Mill,LLC,with an address at 5780 West Mill Road,Mattituck,New York I t952 party of the second part, W ITNESSETH,that the party of the first part,in consideration often dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part;the heirs or successors and assigns of the party of the second part forever, , ALL that certain plot,piece or.parcel of land,with the buildings and improvements thereon erected,situate,lying and being in the See Schedule A attached. Being and intended to be the same premises conveyed to the party of the first part by deed recorded in Liber 12359 Page 240. TOGETHER with all right,title and interest,if any,of the party of the first part,in and to any streets and roads abutting the above- described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever.except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party'shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first abovewritten. INPRESINCEOF: r —~I�p MIMS r10 ding LLC By: William L.Pepe,Managing Member ' Amaiiean LlpGlNat,6,c wnw.Fwmsworrdhweom Acknowledgement taken in New York State Acknowledgement taken In New York State State of New York,County of Sbillfetkl ss: State of New York,County of ss: On the 2e day of September,in the year 2016,before me,the On the day of ,in the year before me, ®� ��� undersigned,personally appeared William L.Pape the undersigned,personally appeared R @ personally known to me or proved to me on the basis of personally known to me or proved to me on the basis of D v satisfactory evidence to be the Individual(s) whose name(s) is satisfactory evidence to be the individual(s) whose name(s) is MAY 2 2 2025 (are) subscribed to the within instrument and acknowledged to (are)subscribed to the within instrument and acknowledged to me me that helshelthey executed the same in his/her/their that helshelhey executed the same in his/her/their capacity(ies), capacity(les), and that by his/her/their signature(s) on the and that by his/herltheir signature(s) on the instrument, "g nin Board Of f1 gals instrument,the Individual(s)or the person upon behalf of which individual(s)or the person upon behalf of which the individual( g pp the individua s acted It ir}stru �� � acted,executed the instrument. BARBARA DELBANGO�Po� Norary Public.State of New York Reg,901DE6147291 owiiiied In Nassau county Acknowledgement taken outside New York State My commisswn!expires May 30,20f$ Acknowledgement by Subscribing Witness taken In New 'State of County of, ss: York State '(or Insert District of Columbia,Territory,Possession or Foreign Country) State of New York,County of ss: On the day of in the year before me, the undersigned,personally appeared On the day of in the year before me, personally known to me or proved to me on the basis of the undersigned,personally appeared satisfactory evidence to be the individual(s)whose name(s) is (are) subscribed to the,within Instrument and acknowledged to the subscribing witness to the foregoing instrument,with whom I me that he/she/they executed the same in hismer/their am personally acquainted, who being by me duly sworn, did capacity(ies), and that by hisfner/their signature(s) on the depose and say,that helshelthey reside(s)in instrument,the individual(s)or the person upon behalf of which the individual(s) acted, executed the instrument, and that such that he/she/they know(s) individual made such appearance before the undersigned in the to be the individual described in and who executed the foregoing (add the city or political subdivision and the sate or country or Instrument; that said subscribing witness was present and saw other place the acknowledgement was taken). said execute the same; and that said witness at the same time subscribed his/her/their name(s)as a witness thereto. Title No.: SECTION 106.00 MIMS Holding LLC BLOCK 06.00 LOT 013.004 TO COUNTY OR TOWN Suffolk Strong's West Mill,LLC. RETURN BY MAIL TO: Charles Cuddy,Esq. 455 Griffing Avenue Riverhead,New York Zip No.11.901 LL µ� v aLL N 4y F Amari�an La�elNei,try, 1140309 wwv,Famswordww.mm SCHEDULE A DESCRIPTION ���� N • .Parcel A MAY 2 2 2025 ALL that certain plot, piece or parcel of land, situate, lying and beinjo i%MO Tfio&pals Southold, County of Suffolk and State of New York, being more particularly bounded and described as follows: BEGINNING at a point on the easterly side of Mill Road where same intersects the southerly line of land now or formerly of Joseph Leogrande, said point being 303 feet southerly from the intersection of the easterly side of Mill Road with the southerly side of Mill Road; RUNNING THENCE along said last mentioned land, South 69 degrees 51 minutes 00 seconds East, 784.82 feet; THENCE South 81 degrees 32 minutes 20 seconds East, 117.00 feet; THENCE North 17 degrees 01 minute 00 seconds East, 473.19 feet; THENCE North 28 degrees 00 minutes 20 seconds West, 32.75 feet; THENCE North 84 degrees 53 minutes 40 seconds West, 50.08 feet; THENCE North 01 degree 57 minutes 20 seconds West, 139.27 feet to the southerly side of Mill Road; THENCE along same and land now or formerly of Holmes, the following four(4) courses and distances: 1. North 73 degrees 52 minutes 30 seconds East, 39.22 feet; 2. South 82 degrees 01 minute 10 seconds East, 138.46 feet; 3. South 53 degrees 23 minutes 00 seconds East, 77.64 feet; i 4. South 35 degrees 49 minutes 30 seconds East, 88.26 feet to land now or formerly of Killian; I I THENCE along same the following three (3) courses and distances: i 1. South 61 degrees 58 minutes 20 seconds West, 204.92 feet; 2. South 28 degrees 01 minute 40 seconds East, 100.00 feet; 3. North 61 degrees 58 minutes 20 seconds East, 218.61 feet to land now or formerly of Holmes; THENCE along said last mentioned land, South 35 degrees 49 minutes 30 seconds east, 106.80 feet; 1 • eceive THENCE North 84 degrees 08 minutes 20 seconds East, 68.10 feet to the shore line of �� Mattituck Creek; SAY 2 2 2025 THENCE along the ordinary high water line of Mattituck Creek as measured by the following ten (10) tie line courses and distances: Zoning Board of Appeals 1. South 10 degrees 12 minutes 54 seconds East, 129.80 feet; 2. South 54 degrees 10 minutes 24 seconds West, 42.91 feet; 3. South 8 degrees 37 minutes 23 seconds East, 124.89 feet; 4. South 80 degrees 39 minutes 20 seconds West, 6.06 feet; 5. South 9 degrees 45 minutes 06 seconds East, 277.04 feet; 6. South 3 degrees 26 minutes 32 seconds East, 85.00 feet; 7. South 40 degrees 23 minutes 40 seconds West, 59.41 feet; 8. South 18 degrees 18 minutes 05 seconds West, 225.45 feet; 9. South 81 degrees 09 minutes 00 seconds East, 117.30 feet; 10. South 6 degrees 03 minutes 10 seconds West, 276.61 feet to the northerly line of the Subdivision"Shore Acres" Suffolk County File No.41; THENCE along said subdivision, the following seven (7) courses and distances: 1. North 77 degrees 55 minutes 55 seconds West, 353.07 feet; 2. South 84 degrees 29 minutes 50 seconds West, 31.25 feet, 3. North 80 degrees 27 minutes 40 seconds West, 56.10 feet; 4. North 89 degrees 20 minutes 20 seconds West, 42.60 feet; 5. South 78 degrees 40 minutes 20 seconds West, 67.34 feet; 6. North 87 degrees 36 minutes 50 seconds West, 182.66 feet; 7. South 86 degrees 10 minutes 20 seconds West, 74.67 feet to land now or formerly of Agnes D. McGunnigle; THENCE along said last mentioned land the following fourteen (14)courses and distances: 1. North 19 degrees 33 minutes 30 seconds West, 98.79 feet; 2. South 68 degrees 57 minutes 50 seconds West, 32.34 feet; 3. North 67 degrees 42 minutes 3o seconds West, 45.60 feet; 4. North 79 degrees 56 minutes 10 seconds West, 107.79 feet; 5. North 83 degrees 22 minutes 30 seconds West, 126.31 feet; 6. North 88 degrees 02 minutes 30 seconds West, 71.34 feet; 7: North 71 degrees 14 minutes 10 seconds West, 51.02 feet; 8. North 66 degrees 42 minutes 00 seconds West, 39.54 feet; 9. North 67 degrees 43 minutes 30 seconds West, 52.11 feet; 10. North 66 degrees 48 minutes 10 seconds West, 82.69 feet; 11. North 35 degrees 11 minutes 50 seconds West, 38.51 feet; 12. North 31 degrees 31 minutes 30 seconds West, 62.97 feet; 13. North 42 degrees 28 minutes 20 seconds West, 190.13 feet; 14. North 57 degrees 33 minutes 50 seconds West, 94.70 feet to land now or formerly of Magdalene Chudiat; 2 - SAY �2ZQ25 f Appeals THENCE along said last mentioned land the following two (2) nge0§9bdditances: 1. North 28 degrees 01 minute 40 seconds West, 50.00 feet; 2. North 57 degrees 33 minutes 50 seconds West, 50.00 feet to the easterly side of Mill Road; THENCE along the easterly side of Mill Road North 28 degrees 01 minute 40 seconds East, 568.45 feet to the point or place of BEGINNING. EXCEPTING THEREFROM the following described piece of land —p/o 13.7(North Triangle): ALL that certain plot, piece or parcel of land lying and being at Mattituck,Town of Southold County of Suffolk and State of New York, being more particularly bounded and described as follows: BEGINNING at a point distant the following three(3) courses and distances from a point on the easterly side of Mill Road where same intersects the southerly line of land now or formerly of Joseph Leogrande, said point being 303 feet southerly from the intersection of the easterly side of Mill Road with the southerly side of Mill Road: 1. South 69 degrees 51 minutes 00 seconds East, 784.82 feet; 13 '1 2. South 81 degrees 32 minutes 20 seconds East, 117.00 feet; 3. South 68 degrees 31 minutes 00 seconds East, 143.98 feet to the true point or place of beginning; ' RUNNING THENCE North 64 degrees.25 minutes 00 seconds East, 219.80 feet; I THENCE South 46 degrees 11 minutes 48 seconds East, 29.97 feet; i THENCE South 11 degrees 50 minutes 00 seconds West, 262.68 feet; THENCE North 78 degrees 10 minutes 00 seconds West, 200.00 feet; THENCE North 11 degrees 50 minutes 00 seconds East, 145.00 feet to the point or place of BEGINNING. INSTRUC [�p��+ gp FOR COUNTY t1SEONLY � i1oNS(RP-521T-PV174NS):�.�•°�nY. tl f4 New York5ute0epeRmentof E)CE)ive C4.BYYIB I;"s Taxation and Finance ZJ�� Office of R®aiProFertYTex Se rvxa 2 2025 es Dae Deed Rocorded MAY RP-5217-PDF CaOOR C& ge Real Prop"Trauhr Revolt W10) Boal'd of Appeals PROPERTY INFORMATION Qtl Ill O I.Pai"fl r 5780 - WestMIR Road Location •erut�nrQ •meaerwa Mattituck 1199 •c"ORTa f cure -moms t 11"ar Stratg'B West Mill LLC Run •teal ererFreorawn Iaar N!an . url a•lr�wwrar - --�rrirrale 3.1101 bNICaeWrn Maio 7a[Bpasn to be ecnt ma OMr d 'har bur"aft"r.treeom"I low* wi MmAx a real we Addreve S9n[i7 NJ!larONAY[ aT m'aYr arm Errs 4,mdWtewnumberaAsamennt t OR ❑PandaPaat Roll (tlydyVPartdaPaugobeetutAyl apply: ❑ . paroststransfer a on the dead ■dporals 4A.Plammp eooawm SubdWai ALVollr Etdm •5.Dad .x OR 33.0 4B.SubdnWsn Apyovslass Re*irodtarTmalu ❑ Pro" •FRWIPtal •W, 'Arse 51" 4C.PetbM Append for&M Aslon WA M01)PmdGd MIMS Holding LLC a Sam •wlawowlraar ioarru+o Nwne Ver-Am.-aal Fmr rrra 7.$*led the deaerOMWhich most 4mraslr dowrum the Check the lions below an day sp&. me offt Prowty dthe am dssrs: Lowns"711po Is Gordo"Wem ❑ Commemw IlAm Canrtruction on■WaM Land ❑ 1011.Pmpedy lnckled Win an ftkLraslD.Mck ❑. / tee,ePrrreceiadadlaft"n"' Yrresanptits the propertyism n resldCn�'& AodadluralDWW _ 0 rM INFORHATION1 IS Check an ormsna a ttWcableloteapu; A Sofa 13 rearReafteswFornmRsisam 11.Soto tootmct Dab 9/1212016 0.Sale between Rdsbd Cornwiee of PaM m In Bu h*W C.OaedWBymerawaWr •U.Den atesleRramhr 9@7R018 EneedT Sdete GmrmmwApwortandoip tr®Nubn >tu not WarmgorBEWand SW Rw*adoo P.eredFratlmtalaLeuairrFeenaw (Spse4y8r ow) •1S Fritram Prix S4ABM.= .00 G.swilic"Chawa PrapnyBetween T.mb&am wA See Drse K Selo ceBusinm Is Included In Sale Pewe IFulSWPdeeblimtoulemaanlpad far uspioporly Lrduft persmalMap". I OmaUwrr Foam A4etdn0SrsF1lee(SpeedyBelow), This pey.mra nay be a dioform d wA Dater ptopedy a poade,artM aenanptlan d J None merry.paaaeutnrohepaCrona.tHeamrawtlm0leAHmalerWedolmtmarra. CommartlelenCoudaMm Is.Indicate tier rihaol Peraoetl Do.00 -Incblded In ea sate ASSESSMENT INFORMATION-Data should refledthe latest Flnal Assessment RSA mxl Tax Bill 15.Year afAmmarnara llofl amtwhicli bitalmaeorr W.-Cm 15/18 'tT.TmlAueaed Valor 584,Bt�.00 •1e.Properpt class 570 _ _ •ta.Schealelairld li ms Mattlt olcic tchogue •m Tn rasp tdanBler(eyetaa ItlrrmleRH plmonttan roPr,ataeb ehoawbs additloa.t menoe.q.p Section 108.00 Block OS.00 Lot 013.004 FV TION I Caeb lase d mtlu tcm+awb,rosBbe emaled on and locos m eaasnd wrrset(m ter ast a my blowadpe and beWq ami I viderwltd tandte lssYtvgl aaay riOtNl mu atatr Amof materiel tat herein euysrd mm eaprorlalans d"Peaal law mlau"tothe tmlbrp @ad Il6 4 olhW tnwubfnlA ER SIGNATURE BUYER CONTACT INFORMATION _ MOmemferew bN'wowsa&w.".LLC-nera HmtY7ltma mmelm imM&Awmio Kmw mlb CIM.�oa natlrLr aaiaatdvaey.Na1a roar maa]mtl7mtalman�Prty e rMevt auer@r�ne•rd0 er tanearnaea Breese.Sypa rpiw osrd/J eaut ova b 9?lNSIGNATURE StIDItg Jeffrey -wrwna. Feat ewe •wawa[ •:e[Fxaa1fil mc+omm T. 5780 West Mill Road •\lira.raven •e:nailYY[ '" Mattituck NY 11952_ Sllraliaal -arm' 9eme YUYER%ATTORNEY' Cuddy Charles wl was rimiwd 831 3694e200 vrrcme letaPeaaraa�pa� Town of Southold Receive LWRP CONSISTENCY ASSESSMENT FORM �v" MAY 2 2 2025 A. INSTRUCTIONS Zoning Board of Appeals 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion HazardArea. 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 Townl. 3. If any question in Section C on this form is answered "yes" or"no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in 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 A14PROPOSED ACTION SCTM# 1000 _ 106 _ 06 . - 10 and 13.4 PROJECT NAME Strong's Yacht Center - Boat Storage Building The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board 0 Building Dept. ❑ Board of Trustees FT 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit,approval,license, certification: 0 Nature and extent of action: Construction of one boat storage building, 65,100- square feet, together with associated site improvements, including water supply, sewage disposal, grading drainage, landscaping an ig ting. Location of action: South side of Mill Road, approximately 100' east of Naugles Road, at Mattituck, Town of Southold, New York ���Q�/ Site acreage: 32.9559 acres - boat storage on 16 acres M-II zone MAY 2 2 2025 Present land use: Marina, vacant Marine II (M-II) Zoning Board of Appeals Present zoning classification: Me-sidentlat Low Density A (lc--80) 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: Strong's Yacht Center (b) Mailing address: 5780 West Milt Road Mattituck, NY 11952 (c) Telephone number: Area Code( ) 631-298-4480 (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 atgency? NYSDEC - Tidal Wetlands Permit or Letter o No Juris is ion C. Evaluate the project to the following policies by analyzing how then 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. Q Yes ❑ No ❑ Not Applicable The project will enhance community character by construction of one (1) new boat storage bulding. The project provides beneficial use of a coastal location for the Hauling and storage ot boats. 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 P9 Yes ❑ No ❑ Not Applicable There are no known historic or archaeological resources on or near the project site that would be adversely impacted by the project. ReCE)iVS R Attach additional sheets if necessary MAY 2 2 2025 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, Zoning Board of Appeals g].Yes ❑ No ❑ Not Applicable The proosed proiect will not have a negative impact or the vianal quality or, scenic resources of the Town of Southold. All proposed utilities will be underground. The project will have no impact on visual qualities of Suffolk county Route 48, State Route 25, agricultural land, open space and natural resources 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 91 Yes ❑ No ❑ Not Applicable The first floor elevation of the one (1� proposed boat storage building is set at 1U.0 to minimize the loss of life, structures and natural recources from flooding and erosion. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section ffi —Policies Pages 16 through 21 for evaluation criteria ®Yes ❑ No ❑Not Applicable The rrooj_ect includes construction of a new boat stnarage h,_ ldina to he, by connection to th& public water supply and construction of conventional on—site-!-,- sewage disposal systems. There are no down—gradient water supply wells (public or private). 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 The proposed project has been designed to protect and restore the quality and function of the Town of Southold ecosystem, significant coastal ash and wildlife habitats and wetlands. A project limiting fen—ce- an—d hay a es, where appropriate., will e p ace along the limit of clearing, grading, and ground disturbance. MAY 2'2 2025 Attach additional sheets if necessary Zoning Board of Appeals 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 R No Not Applicable The proposed project willmnt have a negative impact on air quality in the Town of Southold. 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. 0 Yes ❑ No ❑ Not Applicable The proposed project will have little or no negative iWactoon solid waste, hazardous substances and hazardous waste generation within the Town of Southold, 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 The project has been designed to provide for 'the enhancement of access to, and. recreational use of, coastal waters of the Town of Southold. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable ece erl9P Refer to Policy 9 Response, and note this*.is,,:a water dependent us NAY 22 -20-7-5 ` eigmFig Board of Appeals 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 0 Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No xx❑ Not Applicable This is marine use and does not impact agricultural lands. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY TITLE Agent for Applicant DATE Charles R. Cuddy Amended on 811105 r• } t tf ,$,.• iT �,.' _;� 41, Al lot Or .Y" J y 1„ -. ..` ,yY_K 1�� -• r r �j _ .... ,� �111iy"�f ti tea.. •_n,�1.,�� �'T��.i ,J: \,ram•�, :,/,�''a� � fV r �"�Y � a� � a :. i .-' �.+4- .e, i'�• �t Y;... ... F�'.;�j��//'�a'ryy���jaY,�'w�_� g��a�. \ 1 ;r. or y ` ':� -a 4 •• p�+ �: jai: we- - -r a �-e�.�y .� L'v �'%.n��?"�-• � � '�i.. .fib j 1 P `f=A'i . \ wIWO. Y. -w a.� e' t ?ram Y ^•C .tr�� y'• •'tea - ,'ji'� � y �, .pae.� � ,�-�. ���i� �'� ` v. ,w ``A ri �'i" ,!._ •1' M � Ff ay� �'aG +c+ 2�7 �✓� 't fir - f: )�eti •�' +_ _ � -^. �{ +��F YY�:'�.. �Y � ~4.yaw•' e%��.ro�'i:•.4� :k+w..p T •,. � ��* V! .'!r{t 'e t !', a �....s- ..� emu` _ ..J - .^ f�I 'i yin `'� •. i:'�:. �}. � 1 _ Y _ } ' +` -S�-y'y�.�"`�'=`.fsy7f�y� � / / Tom';• t'� ,n � - ', •� +� .?t' T ... / 'qp� - Y. _ jai-a,.y F •Av�a S�v a. ''•4:.''a' v a" � +k +s'.. BUILDING AT BASE OF SLOPE Received MAY 2 2 2025 Zoning Board of Appeal, r �r r� •.1 � �a..e� L f _S �u ••. n' .. ter- L' � `' t _ v _ ✓ Y �. Yam, ..� y y _,irifilfi, !.Y�:�r.}d'...�i"�.,133'_ :'�!:.�i/r7..�a'. �i..mac ...i"..SeLCr`N _'i•w.:�".a i•74tiu:....,$*�`.1� ll . e',�kG�.... 41 __ -l-�"" ►3.4 TOWN OF SOUTHOLW= PIROPERTY 'RECORD CARD OWNER ISTREET L,r VILLAGE' DIST,i SUB. LOT - i i1fry i• � 1 i FORMER OWNER N E ACR. f f S Skot� W TYPE OF BUILDING- Co �.. A VL. FARM / I COMM. CB. M1C5. Mkt. Value �- -RES. C�� Sf:P.S. I ./ s LAND f IMP. TOTAL DATE REMARKS ' 107C� .fn• //�r 73 �u,Cetlitscp (�S/,c�i /3.is' l'c),/-/, U jA Ta � ' �.CtvrDAFi oa � � •:Z f p - %� i.i "` i LD Ne �t� f:2 4. /0//4 l7� 5_'o-' 0 0 ' /Ga, D 0 • pA f,i_ r Of la,�r,'9'7 f/atgr,e4 End• e) Y _ 6�7 to CJ fl I 3 x2 p- Ce.7se sera r ,�� q //o,DOO �•� af� ��2 ,� io✓_94 1� S. s/2�C ��✓yr. 4�(' ?'� V `5/el- !�=J ,J� �I ^ - Z-Ct-d � l . DpC1 ��� �'I�l4�i-`��ciG tf��`'a��2 e?U+:y�itc:u��'� � c. ��. , c�cr.�:� ✓ �''"' �—! �'�' �j / ' �/ ! �` / �4- ' �7/(-'�^1��! < i�ZC��-t-1 r �`Ci C� it� �i ' �.c�' �1�.•'E��� . I '; � �'�7/Ci�-�• 1 L"`>���� 12;_��i`r C 3�,� i�'c�:1�I �y lip:�3 if: '�.--^<. - _Tillable FRONTAGE ON WATERCc>-f 8 �� ,.; �. 0- FRONTAGE ON- ROAD i ^� a� - Woodland . o . G-•?? u<: -?� FC S �, — '_ DO,Ddi7 Ntea�lou�lar '- / _ a�o" DEPTHy?Ir"f�c"kId� k�r2�o. LzG House Plot \�. f; (� - j IV* BULKHEAD — �, _ Total -- .. TOWN bF n0-ro� - `P� C CaRD `17/77 r ' STREET DISTRICT SUB. LOT — FORMER OWNER—yb N � � E.- � ACREAGE TYPE OF BUILDING RES. SEAS. VL. FARM COMM. (✓ I IND. I CB. MISC. Est,Mkt. Value — LAND IMP. TOTAL DATE REMARKS 1 -Sara. •;. FI ?'-� I / rev (r(:i % � '� •�� r 0 ACHEION NEW NORMAL BELOW FRONTAGE ON WATER _ ;•__ .-' 0 Form Acre Value Per Acr j clue FRONTAGE ON ROAD -2 r Tillable 1 BULKHEAD ZZ (ID Tillable 2 l I DOCK -- _ Tillable 3 l - •• - — 13 3 _ ° --=-i6' �- y— J- - Woodland Swampland —� vQ :1!r __._. Brushland� --- House Plot I _ Toto I , f TOWN OF SOUTHOLD PROPERTY RECORD CARD :)WNER STREET VILLAGE DIST. SUB. LOT L/ 4 FORMER OWNER N E, ACR. w TYPE OF BOILDING y, 10 111?19. ES. SFAS. VL. i FARM COMM.t,-CB. MICS' Mkt. Value LAND IMP. TOTAL DATE REMARKS yoAl 1-7 70 P, "I'liqT7, IV- o1D1,-v4 llv--. -7—, .277, 277' //7 2 P pris' v 0, ot or, 1f , /! 19 CL (D CD 'illable FRONTAGE ON WATER Voodland FRONTAGE ON ROAD Aeadcywkxid I DEPTH louse Plot i i j. BULKHEAD t otal 1 V i •fir ..•`-mod �.-Z-..�..... '' .$,I r"• • J.yQ i i�/7i f C /y� yk , 9a2 71 — I r - HTr O ,ire r M. Bid1;. P.I' / oo 3-- 3.?7,1 j Foundation Bath / i ---- -- Extension Basement �v�� Floors Extension F_xt. Wails Interior Finish J, �' 0 CD Extension I Fire Place -- Heat H a b Y f 0 D N r ` N N - Porch Pool Attic Dock Patio Rooms 1st Floor Breezeway I Driveway Rooms 2nd Floor Garage ! ? dx`,. ✓ i 0. B. `-7 CHARLES R.CUDDY Received ATTORNEY AT LAW 445 GRIFFING AVENUE MAY 2 2 2025 RIVERHEAD,NEW YORK Zoning Board of Appeals Mailing Address: TEL: (631)369-8200 P.O.Box 1547 May 20, 2025 FAX: (631)369-9080 Riverhead,NY 11901 E-mail: charlescuddy@optonline.net Leslie Kanes Weisman,Chairperson Town of Southold Zoning Board of Appeals PO Box 1179 Southold,NY 11971 Re: Strong's Yacht Center Dear Ms. Weisman: In connection with the proposed boat storage building at Strong's Yacht Center at Mattituck we are enclosing nine(9)sets of application documents. The applicant/owner is requesting a determination as to the height of the building based upon the definition in the Town Code. 1. Current Notice of Disapproval 2. Application with Authorization 3. Project Description 4. Questionnaire Form 5. Three Photos of the Site 6. Transactional Disclosure Form 7. Site Plan 8. Certificate of Occupancy 9. Building Elevation Plan 10. Agricultural Data Statement 11. Town Property Card 12. LWRP Form 13. Environmental Assessment Form 14. Transactional Disclosure Form 15. Checks to the Town of Southold for the required fees. We would appreciate having this Application placed on the Board's agenda at the earliest possible date since the Applicant is proceeding with a Site Plan before the Planning Board. Thank you. Very truly yours, CYO. Charles R. Cuddy CRC:dmc Enclosure CHARLES R.CUDDY ATTORNEY AT LAW 445 GRIFFING AVENUE RIVERHEAD,NEW YORK Mailing Address: TEL: (631)369-8200 P.O.Box 1547 FAX: (631)369-9080 Riverhead,NY 11901 E-mail: charlescuddy@optonline.net January 26, 2026 Hand Delivered Received Kim E. Fuentes, Board Assistant Zoning Board of Appeals JAN 2.9 2926 Southold Town Hall 54375 Main Road Zoning Board of Appeals Southold,NY 11971 Re: Strong's West Mill LLC No. 8027 SCTM#1000-106-6-13.4 Dear Ms. Fuentes: We have been asked on behalf of Strong's Yacht Center to provide three prints of the grade plane recalculation by Jeff Butler (Drawing A-103.00). Those prints are enclosed. Please advise when this matter will be considered for determination by the Zoning Board. Very truly yours, Charles R. Cuddy CRC:dmc Enclosures 0% 4ZV�4& so CHARLES R.CUDDY ATTORNEY AT LAW 445 GRIFFING AVENUE RIVERHEAD,NEW YORK Mailing Address: TEL: (631)369-8200 P.O.Box 1547 FAX: (631)369-9080 Riverhead,NY 11901 E-mail: charleseuddy @optonline.net January 15,2025 Received Leslie Kanes Weisman, Chairperson Aw 18 Town of Southold Zoning Board of Appeals PO Box 1179 N Z 1t Ord 0 Southold, Y 11971 a Re: Strong's Yacht Center-Storage Building Dear Ms. Weisman: In accordance with the condition at the conclusion of the January 8'meeting, enclosed is the Building Department's Denial Letter dated September 18,2018. The application involved two(2)storage buildings with height above 35 feet. It was not referred to the Zoning Board but referred directly to the Planning Board. On the same facts and essentially the same code there was no need for Zoning Board of Appeals consideration.. With the same facts, same code,the same result is required. The Board cannot create a new standard contrary to the interpretation based on height of a building which has been uniformly interpreted in one manner for year after year, Not parenthetically,the new proposed method to calculate the height of the Strong's proposed building does not change the outcome as noted in the attached statement from Jeffrey Butler,P.E. Very truly yours, Charles R. Cuddy CRC/pc Encs. J EFFREY T. B UTLERV P. E., P.C. 206 LINCOLN STREET RIVERHEAD, NEW YORK 1 1 901 63 1 -208-8850 LICENSED PROFESSIONAL ENGINEER January 12,2026 Received Charles Cuddy l' l JAN'1 6 2026 Re: Strongs Yacht Center Zoning Board of Appeals Dear Charles: As a follow up to the height calculation concerns of the ZBA members at our public hearing on January 8,2026,please find attached a drawing with calculations utilizing the method described by the Board(building as an imaginary cube method). You will find that utilizing this method the"height"of the building(27.19')is still way below the code required height of 35'. I would like to emphasize that in the course of my career,I have never seen or utilized this method for determining a building height,but I submit this drawing for the file to document that we fairly evaluated the method suggested to satisfy a request by the Board. Please call if you should have any additional concerns about this application. Respectfully submitted, { Jeffrey T. Butler,P.E. 45 . �� . Received JAN "1 4 2026 Zoning Board of Appeals °s m.���na�smmpe�x.m„c.�+wu°yx'�u,nm.mw "��R°nA,nauccwv U d 5a,3 PROPOSED 5[ORAGE BUBDMO GRADE PLANECAI.CUTATION im A-103.00 0 01 CHARLES R.CUDDY Received ATTORNEY AT LAW O C T 2 _1 2025 445 GRIFFING AVENUE RIVERHEAD,NEW YORK Zoning Board of Appeals Mailing Address: October 20, 2025 TEL: (631)369-8200 P.O.Box 1547 FAX: (631)369-9080 Riverhead,NY 11901 E-mail: charlescuddy@optonline.net Leslie Kanes Weisman, Chairperson Town of Southold Zoning Board of Appeals PO Box 1179 Southold,New York 11971 Re: Strong's Yacht Center-Proposed Storage Building Dear Chairperson Weisman : My client in May of 2025 requested an interpretation of the Town Code's"height of building" definition as it applied to a proposed storage building at his site. The hearing was held by the Zoning Board of Appeals on August 7, 2025. Mr. Strong's engineer testified and there was discussion concerning the methodology of determining the building height. There was no opposition. As requested the applicant submitted additional prints showing the storage building as depicted on the latest site plan. Nothing further was heard in September. The matter was scheduled for October 2, 2025. That date was cancelled at the last minute. The applicant has now been advised this may be held over to January 2026, not necessarily for determination, but for further proceeding. This is virtually impossible to understand, particularly since the applicant advised it would accept a reversal of the Building Inspector's decision as opposed to a universal interpretation. There has been no information as to why this application will have been held in suspension for 5,perhaps 6 months. Delay creates suspicion. This mathematical question could have been decided without a Zoning Board hearing. Nevertheless, the applicant proceeded as directed and made a presentation before the Zoning Board. That it would be five, perhaps more months, to make a determination is not simply a delay but cause for great concern. There is considerable discussion about a new Town Code and what should be included and its effect. Here, not the Code,but the process and unexplained delay victimizes the applicant. It needs resolution. Very truly yours, (21' - �, 1�lt Charles R. Cuddy CRC:dmc CHARLES R.CUDDY ATTORNEY AT LAW 445 GRIFFING AVENUE RIVERHEAD,NEW YORK Mailing TEL: (631)369-8200 P.O.Box 1547 October 2, 2025 FAX: (631)369-9080 Riverhead,NY 11901 E-mail: charlescuddy@optonline.net Leslie Kanes Weisman, Chairperson `�''� Town of Southold Zoning Board of Appeals Received PO Box 1179 Southold,NY 11971 O C T 0.6 2025 Re: Strong's Yacht Center-Proposed Storage Building Zoning Board of Appeals Dear Ms. Weisman: Based upon the Building Inspector's denial, in its application and at the August 7, 2025 hearing, Strong's Yacht Center requested an interpretation of the building height definition as it pertained to the proposed storage building. On behalf of the applicant please change the requested relief in this matter to a reversal of the Building Inspector's determination. We understand this will assist the Zoning Board of Appeals in making its determination, which we understand will be at its November Public Meeting. Very truly yours, oj_xl�1� 6110, Charles R. Cuddy CRC:dmc CHARLES R.CUDDY ATTORNEY AT LAW 445 GRIFFING AVENUE RIVERHEAD,NEW YORK Mailing Address: TEL: (631)369-8200 P.O.Box 1547 FAX: (631)369-9080 Riverhead,NY 11901 September 2, 2025 E-mail: charlescuddy@optonline.net Leslie Kanes Weisman, Chairperson Room Town of Southold Zoning Board of Appeals PO Box 1179 '` Southold,NY 11971 SEP 5 lots Re: Strong's Yacht Center-Proposed Storage.Building 20 Dear Ms. Weisman: In response to the questions posed at the August 14, 2025 hearing enclosed are twelve (12)prints of drawing with calculations describing site conditions (both existing and proposed) for the proposed building location as depicted on the latest site plan by Young Associates. The drawing also shows the building height as the height on the original plans. Please make tis submission a part of the Board's file. Very truly your 0� Charles R. Cuddy CRC:dmc Enclosure C�vLIcL�-tir�— ,..�- rR4 ds��Q g1 ,� la5 9 YOUNG ASSOCIATES 631-727-2303 400 Ostrander Avenue, Riverhead,New York 11901 admin@youngengineering.com HOWARD W. YOUNG,Land Surveyor THOMAS C. WOLPERT, Professional Engineer DOUGLASADAMS,Professional Engineer&Geologist DANIEL A. WEAVER, Land SurveyorCr August 6,2025 Attn: Charles R. Cudy,Esq. is 445 Griffmg Avenue PO Box 1547 Riverhead,NY 11901 RC: Strong's Yacht Club— at Storage Building 3-430 West Mil-roa attituck,NY (YA—2017_0165) SCTM: 1000-106-6-13.4 Dear Mr. Cuddy, Town of Southold Zoning Code §280 dictates the maximum height of building to be 35'. In reviewing our Site Plan and Existing Conditions Survey, as well as the Building Elevations prepared by Jeff Butler,PE,we have determined the average existing grade at the location of the proposed building to be elevation 30.70. The elevation of the ridge of the sloped roof of the proposed building is 57.75. Therefore,the average height of the building pursuant to Town of Southold Zoning Code §280-4, is 27.05w,which is well below the maximum allowed. Please contact us if you have any questions or need further clarification. Respectfully submitted, 1 Do las dams,PE, PG /dea cc: file Planning Engineering Land Surveying Y } tl 1 a a f3 0 6 E uiiJn d 33 dill 'm maR in rc� � I!F� IIII IiIN —� SIRONG'S MARM PROPOSED STORAGE BUILDING GRADEPLANECALCULAMON .G:e nr.<� �awae or 1e K � A-103.00 E 8 s s 71 m m m m m m m m m m d � ui e: a w��6 m Spa �a I i ® . r _ STRONO'S MAPM4E PROPOSED SPORAGE BUBDUIG BUU.DINGELEVATIONS , �� o A-101.00 5 i 9 's a w� m�49 • w STRONG'S MARNE PROPOSED STORAGEBLMDQIG FLOOR PLAN R 7 7-u102 i00 1 Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street _ Riverhead, New York 11901 I -7 631-208-8850 Licensed Professional Engineer February 10,2025 0 Mr. Jeff Strongr Strong YC RE• Stron s Marine L 4780 West Mill Road SCTM: 1000-106-6-10& 13.4 Dear Mr. trong, As requested,my office has drafted the attached plan of the elevations for the proposed Boat Storage Building at the above referenced address. In addition, we have provided calculations to demonstrate compliance with the Southold Town Code Section 280- 4(Definitions)and Section 280,Attachment 4 (Bulk Schedule for Business, Office, and Industrial Districts),for the height of the building as currently defined. It is noted that the maximum allowable height for the proposed Boat Storage Building is 35' as defined by "Height"within 280-4. It was my understanding that in 2018,based on a meeting with the Town Building Department, that our methodology of calculating"Height"for the two proposed buildings, as, defined within Section 280-4, was correct based on the parameters of the proposed elevation of the buildings and the existing natural grade. As you are aware,that application has now been amended and only a single building is proposed.--Within the same time frame,the Town has-adopted a new definition to "Height" within Section 280-4 of the Town.Cbde. I have listed below the prior and present definitions with Section 286-4. HEIGHT OFBUILDING(Pre 10-18-22 Amendment) The vertical distance measured from the average elevation of the existing natural grade adjacent to the-building, before any grade alteration or fill, to the highest point of the roof,parapet or railing for flat and mansard roofs, and to the mean height between eaves and ridge for other type roofs. HEIGHT OFBMELDING(Post 10-18-22 Amendment) The vertical distance measured from the average elevation of the existing natural grade adjacent to the building, before any grade alteration or fill, to the highest point of the roof,parapet or railing. [Amended 10-18-2022 by L.L. No. 10-2022; 12-13-2022 by L.L.No. 16-2022] It is my interpretation that these definitions only differ by the following language which is included within the Pre 10-18-22 Amendment: ....for flat and mansard roofs, and to the mean height between eaves and ridge for other type roofs. Please note that the plans attached for the proposed Boat Storage Building and the calculations on sheet A-103 reflect this change to the code. The height is now calculated from the existing natural grade adjacent to the building to the highest point of the roof,not the mean eight as previously allowed. As demonstrated on sheet A-103,this height is r24.2.4'w ere the maximum allowed is 35'. Sincerely, - v0rpv,. 3 GREY �: Xf G� 0�3s Jeffrey T.Butler,PE m rr J v The Raynor Group, P.E. & L.S. PLLC Civil Engineers and Land Surveyors • Deerfield Green PO Box 720 860 Montauk Highway Water Mill, New York 11976 (631)726-7600 Reports•Design• Environmental Planning Alin11�j ? 2O25 info@raynorgroup.net Principals Senior Consultants Vincent A.Gaudiello,P.E. ()?d1NGI90 Michael J.Raynor,L.S. Nathan T.Corwin,III,L.S. �� A�p John J.Raynor,P.E.,L.S. July 30, 2025 Charles R. Cuddy, Esq. Attorney at Law 445 Griffing Avenue P.O. Box 1647 Riverhead, NY 11901 Regarding: Strong's Yacht Club-Boat Storage Building 3430 West Mill Road, Mattituck, New York S.C.T.M. No. 1000-106.00-006.00-013.004 Dear Mr. Cuddy, As requested, we have reviewed the site plan drawings, building plans and applicable Town Zoning Code requirements in connection with evaluating the maximum permitted building height for the proposed boat storage building, as follows: • Site Plan drawings prepared by Young Associates last dated April 8, 2025; • Building Elevation Plans prepared Jeffrey T. Butler, P.E., P.C. last dated April 23, 2025; • Town of Southold Zoning Code §280-4 Definition- Height of Building (Accessory) Our comments and observation are as follows: The proposed project involves the construction of a 62,310 square foot boat storage building including various site and utility connection improvements. The height of the building from its highest point (at the ridge)to proposed grade is 47 feet 9 inches. With a proposed first floor design elevation of 10.00 feet, the elevation at the ridge of the building would be 57.75 feet in the NAVD 88 vertical datum. Pursuant to §280-4 of the Town Zoning Code-the height of an Accessory Building or Building is defined as follows: HEIGHT OF ACCESSORY BUILDING The vertical distance measured from the average elevation of the existing natural grade adjacent to the building, before any alteration or fill, to the highest point of the roof for flat and mansard roofs, and to the highest point of the ridge for sloping and other type roofs. Charles R. Cuddy, Esq. July 30, 2025 Strong's Yacht Club-Boat Storage Building Page 2 of 2 HEIGHT OF BUILDING The vertical distance measured from the average elevation of the existing natural grade adjacent to the building, before any grade alteration or fill, to the highest point of the roof, parapet or railing Furthermore, and pursuant to the Chapter 280, Bulk Schedule for Office and Industrial Zoning Districts, the maximum permitted height for a building is 35 feet 0 inches. Based on the existing topographical information shown on the site plan drawings, the proposed location of the building and the proposed overall height of the building, we have calculated the height of the building along each elevation, as follows: Existing Natural Grade at Proposed Building Corners Northwest Corner = ±47.5 feet Northeast Corner = ±48.5 feet Southwest Corner = ± 10.5 feet Southeast Corner = ± 18.0 feet Building Elevation Proposed Elevation Average Elevation Pursuant to §280-4 at Ridge of Building of Existing Natural Height of Building (Feet) Grade Adjacent to Building (Feet) North 57.75 48.00 9.75 South 57.75 14.25 43.50 East 57.75 33.25 24.50 West 57.75 29.00 28.75 In summary, the average-building height for all four(4) building elevations is approximately-727- ..6 feet-with the South Building Elevation exceeding the maximum permit height by approximately 8.5 feet. Should you have any questions regarding our findings and/or calculations, please do not hesitate to contact me. Very truly yours, Vincent A. Gaudiello, P.E. VAG The Raynor Group, P.E. & L.S. PLLC i _ _ o E Mill WMILIN 0 0 STRONG•S MARINE --- PROPOSED STORAGE BUILDING GRADE PLANE CALCULATION �A-103.00 ZBA CHECK FEES - 2025 Funding Account-B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO Patricia Moore for:LICUL, 5/22/2025 REVOCABLE TRUST 8008 $500.00 11314 5/30/2025 "-ADDITIONAL FEE FOR'ADDITIONAL VARIANCE Strongs West Mill,LLC- 5/22/2025 INTERPRETATION 8027 $750.00 31404 5/30/2025 Charles Cuddy(Dime Cashiers 5/22/2025 Check)-INTERPRETATION 8027 $250.00 1 440003912 5/30/2025 AMP Architecture for:PERL, 5/27/2025 Stephanie 8028 $1,250.00 3319 5/30/2025 Zackery Nicholson for:1875 5/28/2025 JACKSON LLC 8029 $1,250.00 174 5/30/2025 $4,000.00 IE J U N - 2 2025 Southold Town Clerk own of,Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 06/02/25 Receipt#: 340702 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 8008 $500.00 1 ZBA Application Fees 8027 $250.00 1 ZBA Application Fees 8027. $750.00 1 ZBA Application Fees 8028 $1,250.00 1 ZBA Application Fees 8029 $1,250.00 Total Paid: $4,000.00 Notes: Payment Type Amount Paid By CK#3319 $1,250.00 AMP Architecture, PLLC CK#440003912 $250.00 DIME Cashier's Check CK#174 $1,250.00 Nicholson, Zackery E CK#11314 $500.00 Patricia C. Moore CK#31404 $750.00 Stron's Marine LLC Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: AMP, Architecture 10200 Main Rd. Unit 3 A Mattituck, NY 11952 Clerk ID: JENNIFER Internal ID:8008 BOARD MEMBERS ��OF SU(/j�,o —Southold Town Hall- Leslie Leslie Kanes Weisman, Chairperson ,`O l0 53095 Main Road-P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. cis Office Location: Nicholas Planamento %Ol • �OQ Town Annex/First Floor Margaret Steinbugler if' 54375 Main Road(at Youngs Avenue) COU ' Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, AUGUST 7, 2025 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning), Town of Southold, the following "IN PERSON" public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY, AUGUST 7, 2025: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. There will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 1:10 P.M. -STRONG'S WEST MILL, LLC#8027- Request for an Interpretation under Chapter 280-Bulk Schedule for Business, Office and Industrial Districts, Article I, Section 280-4; Article XIII, Section 280-56,and the Building Inspector's May 6, 2025 Notice of Disapproval based on an application for a permit to construct a boat storage building; 1) Height of building as it relates to a boat storage building; located at: 3430-Mill Road, Mattituck, (Adj. to Mattituck Creek), NY. SCTM No. 1000-106.6-13.4. The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files.are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: http://24.38.28.228/WebLink%Browse.aspx?id=935072&dbid=0&repo=TownOfSouthoId If you have questions, please telephone our office at(631) 765-1809,or by email:. ki:n f-Msoutholdtownn y.gov. Dated: July 24, 2026 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By:'Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS). P.O. Box 1179 Southold, NY 11971-0959 Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 tz C4 Southold,New York 11971-0959 % Z ®�� • ®� Fax(631)765-9064 ZONING BOARD OF APPEALS l DATE: July 7, 2025 RE: INSTRUCTIONS FOR PUBLIC HEARING Dear Applicant; J The August 7, 2025 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. Below, please see instructions required to prepare f©rthe ZB1 public hearing which inc'lud`es mp PLEAS A E RED CAREdFU�I,LY. ,. 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing,to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than July 31, 2025. To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If your sign is damaged please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of Your property. If a Board member reports that there is no signage visibly on display as required by law,your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by July 31, 2025, verifying that you have properly mailed and posted. Please attach a photograph of the posting on your Property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. MAILING INSTRUCTIONS: Please send by VSP80ertifiedMai1A Return Becei`M the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. Instructions for ZBA Public Hearing 0� Page 2 lJ' Please mail documents to the legal mailing address. (as on file with Southold Town Assessors Office) Mailing to be done by July 21, 2025. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kimf@southoldtonM.Rov or elizabeth.sakarellosktown.southold.ny.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting "as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors>Assessment Books/Tax Rolls> https://southoldtownny.gov/DocumentCenter/View/11008/tentro112025-1 INIoP�,OR�T��,`',T�INSTRUIC�T�I�®1N�S,. Scan and email the L�T'SP,.S m_ ai!ling receipts, glreen signature cards and aff davits to l�rnf(a�s_ouMhAl'd�townnyov, and ** PR®7M�PTLY i1�S�P5 MAIoL** the OOaRIGIiNALS to the Town of�Southold, ZBA; 0 QVI B.ox 117_9, S,ousthold, NAY 119.ZL ` Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter 55 of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. ***PLEASE NOTE*** : THE LAST DAY TO SUBMIT WRITTEN DOCUMENTS TO THIS OFFICE FOR THE BOARD MEMBERS WILL BE THE FRIDAY PRIOR TO THE PUBLIC HEARING. AFTER THAT, NO DOCUMENTS WILL BE ACCEPTED BY THE OFFICE BUT CAN BE SUBMITTED TO THE BOARD MEMBERS AT THE PUBLIC HEARING. Kim E. Fuentes—Board Assistant Laserfiche Instructions for Zoning Board of Appeals Records (6/16/2025) top MUM 17T 51 us TO Tor °oo!�yyo® Seac:n 4 Governmen Services isiting How Do L.. i f' 5 ( 1 i- Notify Me® Maps' Agendas& Town Code _Online Payments Town Records Forme . sign up to receive ti ,Minutes - faiily'pay.your Eills.. Weblink/Laserfiche_`- Forms/APpHcauans .nnrifintlnna .... ��.v..ii:•..._�...a,�..._..�f..�....__._..w._,-.� nnlin�,..---- Above: Homepage, Click on Link "Town Records" Weblink/Laserfiche Instructions to search Pending Applications: • Click "Town of Southold". • Click "ZBA". • Click "Board Actions". • Click "Pending" Or the below URL address will take you directly to Board Actions. http•//24 38 28 228/WebLink/Browse.aspx?id=935072&dbid=0&repo=TownOfSo uthold i4QTI (� I: Ul� A 'ki 14 (a The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold The application will ALSO be available VIA ZOOM WEBINAR - Follow link - httpo.//southoldtownny.gov/caIendar.aspx NAME : STRONG ' S WEST MILL LLC #8027 .� CTM #mE 1000- 106 .-6- 13 .4 1 17ARIANCE: I NTERPRETATION-H EIGHT OF BUILDING AS IT RELATES TO BOAT STORAGE BUILDING r-,EQUESTE. CONSTRUCT BOAT STORAGE BUILDING EATE0N THURS. , AUG . 7 , 2025 1 : 10 PM You may review the file(s) on the town's website under Town Records/Weblink: ZBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 0 TOWN OF SOUTHOLD ZONING.BOARD OF APPEALS Appeal No. SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: MAILINGS Strong's West Mill, LLC, (Name of Applicant/Owner) 3430 Mill Road, Mattituck, NY 11952 SCTM No. 1000- 106-6-13.4 (Address of Property) (Section, Block & Lot) COUNTY OF SUFFOLK STATE OF NEW YORK 1, ( ) Owner, ( X ) Agent Denise M. Cuddy residing at 5 Tuthill Point Road, East Moriches, New York, being duly sworn, deposes and says that: On the 21st day of J .jy , 2025 , I personally mailed at the United States Post Office in Riverhead ,New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll Verified from the official records on file with the (X) Assessors, or ( ) County Real Property Office, for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applicant's property. (Signature) Sworn to before me this 31stday of July 12025 PINtary'Pu6hc SStaie of No,*York No.02CU5872226 QuaHt;ed in S.��folk�+oi��t�. (Notary Public) �sio„Explres December`3:1., o'�© PLEASE list on the back of this Affidavit or on a sheet of paper, the lot numbers next to the owner names and addresses for which notices were mailed. All original USPS receipts and mailing confirmations to be submitted to the ZBA Office along with this form completed, signed and notarized. , 1[jr 'stic ` Domestic pome C3 C3 �� Certified MailJ� Fee 77 co Certified Mail Fee ^v, !ik (V I6�il_i'! y I !t $ $5 n 30 � ..0 Extra Services&Fees(check box,add/es` '_I ) ®� ••• i..D Extra Services&Fees(check I` add fee 85- ) •; 14 ❑a Services turn Receipt Fe(haes(chedcopy) $ ❑Return Receipt(hardcopy) $ 14 O ❑Return Receipt(electronic) $ p�st fk O ❑Return Receipt(electronic) $ a` r P © � ❑Certified Mail Restricted Delivery $ ❑Certltied Mall Restricted Delivery $ Here E3 0 []Adult Signature Required ❑Adult Signature Required $ -- 0 []Adult Signature Restricted Delivery$ I ! ❑�Adult Signature Restricted Delivery$ Postage 0 _Postage )). � ll.7° dxr v� $ 7 )a7 f��f '� Total Postage and Fees {125 ZF Tt�tog ge and Fees I C3 G USPS O 1�I.'+ I 10.4u ru Sent To Town of Southold � Sent To Re Stron N, - - ----- _^^^---•-•---- �O SYreetandApt.No.,orFOBoxNo: - p Street and N or Pd o `fib fox � ° f----------^------•-------------------- r" PD--,,Sox__L_4D.9--------------------------------------------^------ 1971 Zat � -------------------------------------------- =- ! Ci .State, I +4 crry,srare,ZIP+4� ry tituck, NY 11952 Southold NY 1 i SENDER: COMPLETE THIS SECTION MI COMPIIiFTF TIHIVSECTION ON DELIVERY 1 E Complete items 1,2,.and 3. A. gn ■-Print your name and address on the reverse X ' ❑Agent so that we can return the card to you ❑Addressee j ■ Attach this card to the back of the mailpiece, B. Received b (Printed Name) C. Dat of D ive or on the front if space permits. �e+'�SIV��L"/ Ly 1. Article Addressed to: D. Is delivery address different from item 1? 13 Yes If YES,ant delivery address below: ❑,No Town of Southold ,. PO Box 1179 Southold, NY 11971 j ' i IIIIIIIII IIII IIIIIIIII I III I II II III I IIII IIII III 3. Service Type ❑Pnontj,r Express® ❑ Adult Signature ❑Registerpded Mail*"^. , ❑Adult Signature Restricted Delivery ❑Rig a" Mail Re3Crlc'ad 1-1 CertifiedMail® Q�live!Y 9590 9402 8711 3310 4708 63 O Certified Mail Restricted Delivery 6,,6igriature Contirrtiatiori'm ED Collect on Delivery Z'Slgnature;Confirmation .; ...—&_ rn _ �__r__—______. . •• ^^ r'Delivery RestrictedDelivery Restricted Delivery 7 0 2 2 0 410 0000 6481 710 5 as l Restricted'Denvery i over, 500) PS Form 3811,,JUIY' 020 PSN•7530-024Qo=9053� Domestic Return Receipt*',, ON ON DELIVERY SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTI ■ Complete items 1,2,and 3. A. re ■ Print your name and address on the reverse ❑Agent X ❑Addressee so that we can return the card to you. B ec eed (Printed Name) C. D to of elivery ■ Attach this card to the back of the mailpiece, r or on the front if space permits. oC 1. Article Addressed to D. Is delivery address different frpm item 17 13 Ye If YES,enter delivery addr ss below: [j No Re Strong PO Box 1490 Matti-tuck, NY 11952 I I f 3. Service Type ff;Priority Mail Express® iI II I IIIIII IIII III III III IIIIII(IIIIII IIIIII I I III ❑Adult Signature ]Registered MailT" El Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Mail® Delivery 9590 9402 8828 4005 0049 80 ❑Certified Mail Restricted Delivery ❑Signature Confirmation*^" F ❑Collect on Delivery ❑Signature Confirmation o n.rt to w vmher!transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery r ,. ,..�a.eail 702 2 ON ;0 0 Q'0 0 6.4 8 2 5 0 4 9 all Restricted Delivery +>PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt ,i TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SOUTHOLD,NEW YORK AFFIDAVIT OF In the Matter of the Application of: POSTING Strong's West Mill, LLC (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORK 1, Charles R. Cuddy residing at 1500 Marratooka T ane Mattituck , New York, being duly sworn, depose and say that: I am the ( ) Owner or(X) Agent for owner of the subject property On the 30th day of July 520 , I personally placed the.Town's Official Poster on subject property located at: 3430 Mill Road, Mattituck, New York 11952 The poster shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition.abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall beset back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing of August 7, 2025 (Owner/Agent Signat re) Sworn to before me this 31 st Day of July 3 20 25 (Notary Public)/ Denise M. Cuddy Notary Public State of New York No.OICU6178519 Suffolk County Comission Expires Dec. 3,2001 Postal Service" Postal Service TM i 0 Domestic Mail / I' LT' Domestic Only r:I Ir C3 to Ln .09 Mai i�� °s �Y'1 r' � � � '.`i9 •� O a 4 O ra �O Certified Mail Fee _ Certified Mail Fee $ $_�.3►_I Q il�il i 1 � $ $5.3+1 � P_IRI_I�i ..Q Extra Services&Fees(check box,edd fee 6 to �"" 17 I .M Extra Services&Fees(checkbox,add IGe S"s PP e) ."j. �l 7 ❑Return Receipt(haMcopy) $ ;'•• / ❑Return Receipt(hardcopy) $ ®� \ Return Receipt electronic $ - I ❑Return Receipt(electronic) $ _ ❑ p(electronic) �V�eth�'r 0 cPost ark a []Certified'Mail Restricted Delivery $ Here ❑Certified Mall Restricted Delivery $ _ ®Here 0 []Adult Signature Required -$ � 0 ❑Adult Signature Required $ []Adult Signature Restricted Delivery$ - �. %�1'A i ❑Adult Signature Restricted Delivery$ C3 Postage .i� Postage ,a $ $0.78 ra $ $0.78 Total Postage and Fees 117 f�' f li Total Postage and Fees i_I;, •�,I2% s$11_l.48 v i C3 l I>tt nj Sent To ! iU Sent To ni Carl-_ Nicope__Graz------------------ ru ThQMaS__ _JP_nRi f_er__1iCGunnUle----------------- $treet andd No,or P Bo o. C3 street_a M. o. P Bo 2 N b6 Apple xfane �°igo' e'SUO4ill Road ary ----------®------------------------------------ Ci ,State,ZIP+4®-------- ,srare,ZIP+4 ty Mattick NY 11952 0 ster BA NY 11 tu r r ,, ,,,•,, :r, ' SENDER: COMPLETE • COMPLETE • • DELIVERY ■ Complete items 1,2,and 3. A Slg ■ Print your name and ad3ress on the reverse X [3 Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B• ecei e Name) C. Date of Delivery y(Print or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No Carl Cruz " Nicoel Cruz 650 Apple Lane Oyster Bay, NY 11771 3. Service Type ❑Priority Mail Express® y II I IIIIII IIII III I III I II III II III II II I II I III I III [I Adult Signature ❑Registered MaiITM ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Mail® Delivery ❑Certified Mail Restricted Delivery ❑Signature Confirmation^' 9590 9402 8393 3156 7800 70 ❑Collect on Delivery [I Signature Confirmation rla Numher tTransferfrom service label) ❑.Collect on,Delivery,Restrlcted,Delivery 4rti ; ;Restricted Delivery • j 7 0 2 2''°;0 41,D' �,t] 0 i 6 4 8 0` 5 1`�' '' '''joojil Restriated'oervery' `: PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt SEN• • • CO • • •ELIVERY .. _.. ` 1 . ■ Complete items..1,�2,and 3. A. MI/I ■ Print your name and address on the reverse Xr so.that we can return the card to you. Li Addressee ■ Attach,`this card to the back of the mailpiece,- B• Received by'(Printed Nam(J) C. Date of Delivery or on the front if space permits., 1 Article Addressed to: D. Is delivery address different from-item 1? ❑Yes i f YES,enter delivery address below: ❑No 't�Thomas P. McGunnigle ;Jennifer L. McGunnigle 2010 W. Mill Road Matttiuck, NY 11952 1 Service Type ❑Priol' IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIiIII ❑Adult Signature ❑Regi❑ , . ❑Adult Signature Restricted Delivery Registered Mail Restricted ❑Certified Mails Delivery 9500 9402 8711 3310 4712 11 ❑Certified Mail Restricted Delivery ❑Signature Confimiatidn?M.!' ❑Collect on Delivery ❑Signature Confirrnatiori, ' 2. Article.Numhar lTrancfar from cant%moo Isi en n rn11—f on belivery Restricted Delivery Restricted Delivery f Wall: ?0 2 2 0 41 G i 13:0 QO 6 114.18 1 7 9 9 oil Restricted Delivery PS Form 381.1,July,2020 PSN 7530-02-000-9053 Domestic Return Receipt :*z w vn Y ll •s ? .J•. �y ' H O W H NOO r—Ak w r' ,� W F— Imo• C-I t 1 C rr n 16 • 11� �y t t. yrr; �,h1 t ► It NOTICE OF KEARING I ,f Tw lvae.,µ ww.tm.ra Y11-,.i.a Ir.s..is..a�o•,n ec,-. ,y k.�y �.,, _ rl.�+ti.+w.w 4sa w nyi,.yr.vu MOM w4l.+uA1 r+4� — f AN ••► LIMP_soukhaldtpwnmy.yov C#4tndu.OlPx 4�-•.. NAME: STRONG S WEST MILL 1000-106,,16,13,4 �' - 4, VJ1RtAMGE 1i1TER►RE(ATtDN NEIGHT OF SUIIDN G AS t?REtATES TQ%OAT 4 Fi 1 STORAGE BuILDIMG REQUEST coxat�Iuet aoxc SrorthGi au'.LPrHe THURS.,AyO.7,�p110 PM r1 �.'A.. ._A!'^M.Ai4Yr4.wF.y Jlw�ay y�M+•.,l,t yWa°M4:_.. f [ \S r • ", � �; � � � 1 �_ _ 0.1 tea-' G�► sl*, , LILN ` 164L It r It ow O O z r. F- un 0 En F w rt � a � 3w F-1 rt rt t`4 r• r a rt � G ul x 3 K r a r. t-ry T If- OF11EARING r# B �R lKa nt T v t� rpt',sa.'� Mat a nand.&fie+thr, r 1>. .ti,•1 ALSO ba xtv9.i nFr�a V'i+'4fSQM wlyd'f11Nd46R F, ,culltOldtovvF,ny,cjov calf'" NAME: STRONG"S W EST NII . l LC �.• 8027 VARIANCE' INTERpAE TATION44EIGHT Or ,+ fIl1FGi)114G AS IT RLLATGS TO BOAT .. STORAGC BUILDING +►�^ - R1,00F T. CfatisTC4a1 T 1fbAT'ST#4R1tGE BUILDING 10 r DATE: E: �YliUR A f=, M • .J• Ty! e ! �•i � `. MY S f )y ma_yy.y ty� Y ' 1y ( � / ++yy , 75 b -'yLy� 'y�� ^•7'rr�{{ ��Rr �' a r qi,,'" 4- 41 TM No . •stal ° • ® © ■ o ■ f1J - Ln LS �"" '� Certified Mail Fee - Certified Mail Fee 1}r }� $C.r71_) - .� $ A t.di-I to ,..Il Extra Services&Fees(checkbox,edd fea 3 pp -ate) �NEAD%���} ^-D Extra Services$Fees(check box,add fee a Q�`,�DJ 7� � _`!! y ❑Return Recei ePp a ❑Return Receipt(hardcopy) $ - `�V ji9O p ❑Return Receipt(electronic) $ j C3 ❑Return Receipt(electronic) $ _ postmark .1 f p ❑Certified Mail Restricted Delivery © []Certified Mail Restricted Delivery $ - .�.�tdJ "` p ❑adult Signature Required ry $ - Here []Adult Signature Required ' $ p $p _ � ❑Adult Signature Restricted Delivery$ ❑Adult Signature Restricted Delivery$ JUL I a Iq6- _Postage �07� C3 Postage E3 s — rR $ ;$61„78 : $ $f_l.78 =. Total Postage and Fees i ' i r Total Postage and Fees C3 I_I. p 0 7<. 0.10.41JI I ru sent To ti Sent To IL D_enmelexnic _Farm_LLC USPS Donna M. Bo ----- p Street and -.----o O B x IVo: o I M1 T��+� �engral Drive ---------- 0 treetand Ap ., PO Bo ------- ----- tti `fx ? --- -----'-----------------------------•-------------•------------ - y, ----- 1'--- City,State ZlP+4• City,State,ZIP+4® II f attituck NY Mattituck NY 11952 � - :�� •, � �� ��.11952 , PS Form :0, ,, ,,, J or InstructiorIM i r •ICIPLETE THIS SECTION COMPLETEe ON ■ Complete items 1,2,and 3. A. Suture ■ 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. Received by(Printed Name) C. D to of livery or on the front if space permits. 7 , 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes 5"r'•'I, If YES,enter delivery address below: ❑No nna M. Boscola j ' P,0 Box 587 Mattituck, NY 11952 I _ 3. Service Type ❑Priority Mail Express® II I llllll I'll Ill I III I II lIi II III ll I II IIIII it III ❑Adult Signature ❑Registered MailTM r ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted 4 ❑Certified Mail® Delivery i 9590 9402 8393 3156 7801 48 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM I ❑Collect on Delivery ❑Signature Confirmation 2- Article Number(Transfer from service label)- ❑Collect on Delivery Restricted Delivery Restricted Delivery tail 7022 0410 0000 6482 5063 11RestrictedDelivery PS Form 3811,iuly' 0&06N 7530r62-000-9053 Domestic Return Receipt COMPLETE •N COMPLETE THIS SECTIONON Complete items 1,2,and 3. A. Signature-" ■ Print your name and address on the reverse X r' ❑Agent so that We can return the card to you, ❑Addressee 0 Attach this card to the back of the mailpiece, e0 c by(Pr/n ed Name) C.Date of Delivery 1 or on the front if space permits. j 1. Article Addressed to: D. Is'delivery<adtl ntfrom item i? ❑Yes � If YES,. me AE delivery fsS below. ❑,No Denmelexnic Farm LLC � 1845 Central Drive Mattituck, NY 11952 3. Service Type `'- �, ❑Priority Mall Express' II I IIIIII IIII 1111111111 IN 1 I111 III111111111 III ❑Adult Signature ❑Registered Mall TM ❑Adult Signature Restricted Delivery ❑ R Reggistered Mail ' 0 Certified Mail(D Del eery x 9590 9402 8711 3310 4706 27 ❑certified Mail Restricted Delivery ❑Signature C,;'` 0 Collect on Delivery ❑Signaturg Confi _2._-Article Number(Transfer from service label) ❑'Collect on Delivery Restricted Delivery Restricted b d Mail 7 0 2 2. 0 410 10 0 0 0=,6 4.81 ;712 9 d Mail Restricted Delivery i+ i i ; • t I , i t i t 500) PS Form 38,11,,JUI 2202U PSN 7530-02-000-9053 " ddtnestic Return i r • r vot fit 6'4- so _ � s 00� NOT BLOCK GATE �. A A'NY TIME _a1y ::e• ''..flNl. 1 t� 4 r #i Postal 0 s -' • ® 1 0 e CERTIFIED Only ru I. Only fU I. IN CiattFl yY1 0 � s Y1 '�75 Y I ' Certified Mall Fee c Certified Mail Fee i CD $_i 30 D Extra Services&Fees(check box a s dp ate) ? .D Extra Services&Fees(check do add foe 1 'I I i I ate) ` ❑Return Receipt(hardcopy) $ _ ❑Return Receipt(hardoopy) $ i t Postmarj�(t []Return Receipt electronic I)3 ❑Return Receipt(electronic) $ -.,-.:-c0 4 ®� p(electronic) Po tmar ,l•,•, 99 9 e, a •I d ,❑Certified Mail Restricted Delivery - re C ❑Certified Mail Restricted Delivery $ _ (n i A ❑Adult Signature Required $ ❑/adult,signature Required .'❑Adult signature Restricted Delive - i d ❑Adult Signature Restricted Delivery$ r ' Postage �c Post I I_i.1 u 3 age: ;t0.7v �� r-1 $ ® Cll/2l •_ � $' t 25 = Total Postage and Fees = Total Postage and Fees t r I 0 �j C1,42, US rU Sent To David W. Coo rLJ Sent ro e lexnic._Farm-LLC-------------------------- D rime_ -------------- --------------------- ----------------- p aireet andApt.N. P B No. -- ---- ----- Ciry state,zia+ �4 gent r a l D � Street andApt IVo.,or FO Box No. r 1V e Mattituck NY---------- - -- - - - ciysiaie;ZIP+4®Mattituck NY 11952 11952 SECTIONTHIS DELIVERY pOMPLETE SENDER:,COMPhETE THIS SECTION A. Si ture I x Complete`items_1,2,and 3. Cl Agent ; ■ Print your name and address on the reverse dresses so that we can return the card to you. eceived by'(Pnnted Name) C. Date of Delivery I to Attach this card to the back of.the mailpiece, ^r on the front if space permits. "'' ss -le Addressed to: D. is delivery addie `dlfferent fromitem 1? Yes If YES enter;delivery address below: p No �I ,!. , Cooper `��75 Ma L A, NY 1195 2 i t 1 3. Service Type ❑Priority Mail Expresso III'I�I'I IIII(IIII'III IIII I II II III [3III IIII II III Adult ❑ R Signature ❑Registered Mail cted Adult Signature Restricted Delivery Registered Mail Restri [3l [3 Certified WHO Delivery' C El Certified Mail Restricted Delivery [3 Signature Confimiatio 9590 9402 8711 3310 4708 56 o Collector Delivery ❑signature confirmati; Collect on Delivery Restricted Delivery Restricted Delivery 2_ Article Number(Transfer from service label) -!--,--A x"ail 7 0 2 2 0 410.,0 0 0 0. 6 4 81 7 0 8 2 �Restticted Delivery' PS For-381.1,July 2020 PSN 7530-02-009-9053 — Domestic Return I' r . DELIVERY SECTIONSENDER: COMPLETE THIS N Complete`items_1,2,and 3. A. Signatur ' ❑Agent ii.. Prins,i. X it name and address on the reverse 0 Addressee , 5V naturn the card to your ■ Attach this card to the back of the mailpiece, B, d by rnted Name) C. Date of Delivery j I or on the front if space permits. 1. Article Addressed to: D. Is delivery address different fro m:item 1? ❑Yes If YES,ente t466ery-„address below: ❑No Dejimelexnic Farm LLC 1845 Central D.rive- Mattituck, NY 11952 $ ,�4�i, r 2025 r 3. Service Type " ' ❑Priority Mail Expresso l ',il l IIII IIIIIIIII IIII I II II(IIII II(IIII III ❑Adult Signature [3 Registered [3 Adult I Adult Signature Restricted Delivery Registered Mailll Restrict, ❑Certified Maile Delivery 9402 8711 3310 4706 10 [3Certified Mail Restricted Delivery ❑Signature Confirmat)� ❑Collect on Delivery ❑signature Confirmat ❑Collect on Delivery Restricted Delivery Restricted Deliver, i 1410 :0 40 0:;'6:4`$1';. 711`2 '; aestrictea Delivery':';`:': `.`. . . . . . - 2020 PSN 7530 02=000-9:53` ,!r sat stic Returr 7/31/25, 12:55 PM USPS.com@-USPS Tracking@ Results USPS Tracking FAQs X Tracking Number: Remove X 70220410000064813947 Copy Schedule a Redelivery(https://tools.usps.com/redelivery.htm) Latest Update This is a reminder to arrange for redelivery of your item before August 7, 2025 or your item will be returned on August 8, 2025. You may arrange redelivery by using the Schedule a Redelivery feature on this page or may pick up the item at the Post Office indicated on the notice. m Get More Out of USPS Tracking: a USPS Tracking Plus@ Delivery Attempt: Action Needed Reminder to Schedule Redelivery of your item before August 7, 2025 July 29, 2025 Notice Left (No Authorized Recipient Available) iCeTM Postal STATEN ISLAND, NY 10304 CERTIFIED MAILO RECEIPT July 24, 2025, 3:47 pm ..mestic Mail Only Er Stp" n "s��4.nts EY Il� i4 Arrived at USPS Regional Facility r� +r � I g $cO ertlfled Mail Fee FC. 0 * j PO BROOKLYN NY DISTRIBUTION CENTER `7 Extra Services&Fees(check box,add fee a'a p teJ v ❑Return Receipt(hardcopy) $ II?)-.)_( July 23, 2025, 9:25 am o � r M ❑Return Receipt(electronic) $ 4, ark 0 ❑Certified Mall Restricted Delivery $ - Here ^®�� i C3 []Adult Signature Required $ T ❑Adult Signature Restricted Delivery$ Departed USPS Regional Facility o Postage r9 ��)=(.78 MID NY DISTRIBUTION CENTER $ i)-/21 f+ i?5 Total Postae and Fees July 22, 2025, 7:47 pm $ iiJ.4� � fU Sent To V ru AWC Dockside LLC Street andApt.IVo.;or PO Box No.----------- ------------ ----' Arrived at USPS Regional Facility P- 72_I�Qu-is---Stree.t__________________________________________ ctry,�iara;'�Ptaten Island, NY 10304 MID NY DISTRIBUTION CENTER July 22, 2025, 7:32 pm 0 In Transit to.Next Facility https://tools.usps.cbm/go/TrackConfirmAction?gtc_tLabeisl=70220410000064813947 1/2 7/31/25, 12:55 PM USPS.com®-USPS Tracking®Results July 22, 2025 1 Departed Post Office RIVERHEAD, NY 11901 July 21, 2025, 5:01 pm USPS in possession of item RIVERHEAD, NY 11901 July 21, 2025, 11:48 am Hide Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u Schedule Redelivery u USPS Tracking Plus@ u Product Information u See Less Track Another Package Enter tracking or barcode numbers Need More Help? Contact USPS Tracking support for further assistance. FAQs https://tools.usps.com/go/TrackConfirmAction?qtc_tLabeisl=70220410000064813947 2/2 7/31/25, 12:56 PM USPS.com@)-USPS Tracking®Results , � USPS Tracking® FAQs Tracking Number: Remove X 70221670000212677633 Copy Add to Informed Delivery(https:Hinformeddelivery.usps.com/) Latest Update Your item was picked up at the post office at 4:42 pm on July 25, 2025 in MATTITUCK, NY 11952. Get More Out of USPS Tracking: USPS Tracking Plus® m a Delivered 77 Iv Delivered, Individual Picked Up at Post Office MATTITUCK, NY 11952 July 25, 2025, 4:42 pm See All Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) U.S. Postal Service" CERTIFIED MAIL@ RECEIPT Text & Email Updates rn Domestic Mail Onlyv h14I i9tt�r-11 1 3 ZA L U S E USPS Tracking Plus@ j Certified Mail Fee ti 1 $ $S.�Ij �pD fVy Extra Services&Fees(checkbox,add tee nj ❑Return Receipt(hardcopy) $ t I I r3 ❑Return Receipt(electronic) $ y.1 p�stma `\ v l� ❑CerflfledMallRestrictedDelivery $ Product Information Here ` ❑Adult Signature Restricted Delivery$ - 1 r` / 2oZ5 0 Postage L 6- $ $1,7$ �] rr-1 Total Postage and Fees j f j ,r Sent To ru ----- Joseph .S & noreen M. 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You may arrange redelivery by using the Schedule a Redelivery feature on this page or may pick up the item at the Post Office indicated on the notice. m Get More Out of USPS Tracking: a C- USPS Tracking Plus® W Delivery Attempt: Action Needed Reminder to Schedule Redelivery of your item before August 7, 2025 July 29, 2025 Notice Left(No Authorized Recipient Available) - MATTITUCK, NY 11952 1 U.S. Postal July 24, 2025, 11:41 am CERTIFIED ' 0 IL.� RECEIPT Domestic Mail Only N - Departed USPS Regional Facility 1,Lt I poll IF &95u2 '-0 Certified Mail Fee MID NY DISTRIBUTION CENTER � $ $5.,,,1=i RHEgt July 22, 2025, 7:47 pm Extra Services&Fees(checkbox,add teessep R. y ❑Return Receipt(hardcoPY) $ f „� 9ru I-3 ❑Return Receipt(electronlc) p ❑Certified Mall Restricted Delivery $ _ �H"9f~0, _ I O ❑Adult Signature Required $ ' `r 2 e� Arrived at USPS Regional Facility ❑Adult Signature Restricted Delivery$ 1 `r" JUL(J 025 1 C3 Postage G MID NY DISTRIBUTION CENTER $0,28 _. ,. `I Total Postage and Fees 07 21 -'WQ5 July 22, 2025, 6:10 pm I'� $11�a g $ ru Sent To ni ni Russel J. ZejjxLg . nex Departed Post Office �rieeranifApt.ivo.,'orPBBoxNo._ RIVERHEAD, NY 11901 aty,were, +a Mattituek.:. .NY 11952 July 21, 2025, 5:01 pm =orm 3800, • 000 USPS in possession of item https://tools.usps.com/gofTrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70221670000212677640%2C 1/2 7/31/25, 12:58 PM USPS.com@-USPS Tracking@ Results RIVERHEAD, NY 11901 July 21, 2025, 11:51 am Hide Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u Schedule Redelivery u USPS Tracking PlusO u Product Information u See Less Track Another Package Enter tracking or barcode numbers Need More Help? Contact USPS Tracking support for further assistance. FAQs https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70221670000212677640%2C 2/2 7/31/25, 12:59 PM USPS.com®-USPS Tracking®Results,/ USPS TrackinJ e FAQs > �� Tracking Number: Remove X 70220410000064813954 Copy Add to Informed Delivery(https://informeddelivery.usps.comn Latest Update Your item was picked up at the post office at 2:25 pm on July 28, 2025 in MATTITUCK, NY 11952. Get More Out of USPS Tracking: USPS Tracking Plus CERTIFIED MAILP RECEIPT Cl) Ln .o o n- 0' Delivered "' ff. [[(�'j� Delivered, Individual Picked Up at Post Office � ��'� tl"" S-01 -:7 cD Certified Mall Fee e MATTITUCK, NY 11952 = $ °�II R� HgoL Extra Services&.Fees(check box,add fee�9 p e [IReturn Receipt $ July 28, 2025, 2:25 pm O }.I IM []Return Receipt(electronic) $ •I. tmark r3 ❑Certified Mall Restricted Delivery $ _ V� ere See All Tracking History o []Adult Signature Required $ ❑Adult Signature Restricted Delivery$ I Postage ¢ .•7� What Do USPS Tracking Statuses Mean? 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Service Type -' ❑Priority Mail Express® II I IIIIII IIII III I III I II III II III 111111 IN I I III ❑Adult Signature ❑Registered Mall ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Mail® Delivery ❑Certified Mail Restricted Delivery ❑Signature Confirmation'" 9590 9402 8393 3156 7800 56 ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from servir-A fanon n rnl—on Delivery Restricted Delivery Restricted Delivery 7022 0 410 0000 6481 3954 i Mai Restricted Delivery over 00) PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt 613954%2C 1/2 7/31/25, 12:59 PM USPS.com®-USPS Tracking®Results - USPS Tracking° FAQs > Tracking Number: Remove X 70220410000064817143 Copy Schedule a Redelivery (https://tools.usps.com/redelivery.htm) Latest Update This is a reminder to arrange for redelivery of your item before August 6, 2025 or your item will be returned on August 7, 2025. You may arrange redelivery by using the Schedule a Redelivery feature on this page or may pick up the item at the Post Office indicated on the notice. m Get More Out of USPS Tracking: a USPS Tracking Plus® Delivery Attempt: Action Needed Reminder to Schedule Redelivery of your item before August 6, 2025 k July 28, 2025 Notice Left(No Authorized Recipient Available) MATTITUCK, NY 11952 CERTIFIED MA'IL@ RECEIL■ July 23, 2025, 10:42 am rn Domestic Mail Only aFor delivery information, g i y� m.FjY 1+�7 J web site • a plat l ,:t � r I Departed LISPS Regional Facility ' co Certified Mall Fee = $ $ .30 �� �l- MID NY DISTRIBUTION CENTER ; -n Extra Services&Fees(checkbox,add fee a� ' July 22, 2025, 7:47 pm o El Return Receipt(h�cepY) $ - ❑Return Recelpt(electronic) $ P ark�- a ❑Certilled Mall Restricted Delivery $ • r3 []Adult Signature Required Arrived at USPS Regional Facility 0 P❑�98 Signature Restricted Delivery$ O MID NY DISTRIBUTION CENTER Total Postage and Fees$0.7` �117/21/ !2c July 22, 2025, 7:38 pm 0-10.48 rU Sent To ru Denmel_exnic Farm LL O $ties[anifAp( - P Boz o. - --------------- - 1 4� engral Drive • In Transit to Next Facility r` --.-- --________________________________________________________ Lity State,Zl 4® July 22, 2025 attituck, NY 11952 PS Form 3800,April 2015 PSN 7530-02-0009047 See Reverse for,Instruction" Departed Post Office IRIVERHEAD, NY 11901 https://tools.usps.com/go/TrackConfirmAction?tRef=fulipage&tLc=2&text28777=&tLabels=70220410000064817143`/a2C 1/2 7/31/25, 12:59 PM USPS.com®-USPS Tracking®Results July 21, 2025, 5:01 pm USPS in possession of item RIVERHEAD, NY 11901 July 21, 2025, 11:42 am Hide Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u Schedule Redelivery u USPS Tracking PlusO u Product Information u See Less n Track Another Package Enter tracking or barcode numbers Need More Help? Contact USPS Tracking support for further assistance. FAQs https://tools.usps.com/go/TrackConfirmAction?tRef=fulipage&tLc=2&text28777=&tLabels=70220410000064817143%2C 2/2 7/31/25, 12:59 PM USPS.com®-USPS Tracking®Results USPS Trackinge FAQs > Tracking Number: Remove X 70220410000064825025 Copy Add to Info SENDER:CQMALETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete.items 1,2,and 3. A. Signature 0 Print yoyr name and, ll`.ss'pn tfie reverse O Agent 5o that wd cart rettiurn t e and#o9u• 0 Addressee B. Received by(Printed Name C. Date of Delivery Latest Update • Attach tF+iswardsfb"11� ace of the mailpiece, y.- . or on the front.if space permits. c, �' r -. 1. Article Addressed to: D.Is doliv ery address different from item 11 ❑Yes Your item was picked up,, If.YES,enter delivery address below: p.No i an-:-Patrick ; 1164 MatL_LLuck, NY 11952 Get More Out of USPS 7 USPS Tracking Plus' 3. Service Type ❑Priority Mail Express& ll I IIIIII I'll 111111111 Jill 11111111111111111 III Cl Adult Signature ❑Registered MailTM ❑Adult Signature Restricted Delivery ❑Registered Mall Restricted ❑Certified Maile Delivery Delivered 9590 9402 8711 3310 4706 72 ❑Certified Mail Restricted Delivery ❑Signature Confirmation7m ❑Collect on Delivery O Signature Confirmation Delivered, Individual Pici 2. Article Number(Transfer from service.label) 'O Collect on Delivery Restricted Delivery Restricted Delivery ❑In- sured Mail MATTITUCK, NY 11952 __ 7 0 2 2 : 0 4;10, ;0 g p E :6:4 8 2 .5025 oil Restricted Delivery July 28, 2025, 4:02 pm PS Form 3811,July 2020 pSN 7536-_02-000-9_05F Domestic Return Receipt .. 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You may arrange redelivery by using the Schedule a Redelivery feature on this page or may pick up the item at the Post Office indicated on the notice. -n Get More Out of USPS Tracking: a USPS Tracking Plus® Delivery Attempt: Action Needed ® Reminder to Schedule Redelivery of your item before August 6, 2025 �j July 28, 2025 Notice Left (No Authorized Recipient Available) MATTITUCK, NY 11952 Postal July 23, 2025, 10:42 am CERTIFIEDMAILo RECEIPT m Domestic Mail Only 0 Departed USPS Regional Facility N ' MID NY DISTRIBUTION CENTER Certified Mail Fee July 22, 2025, 7:47 pm $ -'°��' <y� -� Extra Services&Fees icheckbox,add tee a's-'P e) ❑Return Receipt(hardcopy) $ _ r ❑Return Receipt(electronic) $. ri �Pos mark • 0 ❑Certified Mall Restdcted Delivery $ Here„'` Arrived at USPS Regional Facility I= ❑Aduh Signature Requlred $ � MID NY DISTRIBUTION CENTER C3 ❑Adult Signature RestrlctedDelivery$ i p Postage July 22, 2025, 7:37 pm $ ''° 5 Total Postage and Fees fl7/'7 j/ rU Sent To 0 In Transit to Next Facility ti axm__LLG_____________________________ O 81ieel andAp P Box No. Jul 22, 2025 tt M Hentral Drive ZIP+4®C ----------------------------------------------------------------------- iry,State, Mattituck NY 11952 iDeparted Post Office RIVERHEAD, NY 11901 https://tools.usps.com/go/TrackConfirmAction?tRef=fulipage&tLc=2&text28777=&tLabels=70220410000064817136%2C 112 7/31/25, 1:00 PM USPS.comO-USPS Tracking®Results - July 21, 2025, 5:01 pm USPS in possession of item RIVERHEAD, NY 11901 July 21, 2025, 11:42 am Hide Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u Schedule Redelivery u USPS Tracking Plus® u Product Information u See Less Track Another Package Enter tracking or barcode numbers Need More Help? Contact USPS Tracking support for further assistance. FAQs https://tools.usps.com/go/TrackConfirmAction?tRef=fulipage&tLc=2&text28777=&tLabels=70220410000064817136%2C 2/2 SUFFOLK COUNTY j LEGAL NOTICE 1 V LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,AUGUST 7,2025 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN,pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning), Town of Southold,the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall,53095 Main Road,Southold,New York 1 1 971-0959,on THURSDAY,AUGUST 7, 2025: The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Additionally,there will be a link to the Zoom Webinar meeting at httpJ/ southoldtownny.gov/calendar.aspx. 10:00 A.M.-OSVALDO LANDVIK,LLC #8023-Request for a Variance from Article III,Section 280-15 and the Building Inspector's May 5,2025 Notice of Disapproval based on an application for a permit to legalize a sunroom addition on an existing patio attached to an existing accessory wood frame building(amendment to BP#49185);at 1)located less than the code required minimum side yard setback of 25 feet;located at: 16109 NYS Route 25,(Adj.to the Long Island Sound)East Marion,NY. SCTM No.1000-23-1-10.1. 10:10 A.M.-DEBORAH PITTORINO,LLC #8025-Request for a Variance from Article XXIII,Section 280- 123 and the Building Inspector's May 12,2025 Notice of Disapproval based on an application for a permit to legalize additions and alterations to an existing single family dwelling;at 1)a nonconforming building containing a nonconforming use shall not be enlarged,reconstructed,structurally altered or moved,unless such building is changed to a conforming use;located at:68530 Main Road,Greenport,NY. SCTM No. 1000-53-2-1. 10:20 A.M.-NICHOLAS AND ASPASIA RONTIRIS#8026-Request for Variances from Article XXIII,Section 280-124,Article XXXVI,Section 280-207;Article XXXVI,Section 280-208A;and the Building Inspector's April 10,2025 Notice of Disapproval based on an application for a permit to demolish(as per Town Code definition)and reconstruct a single family dwelling;at 1)less than the code required minimum side yard setback of 10 feet;2)less than the code required minimum combined side yard setback of 25 feet;3)less than the code required minimum rear yard setback of 35 feet;4)more than the code permitted maximum lot coverage of 20%;5)gross floor area exceeding permitted maximum square footage for lot containing up to 10,000 square feet in area;6)the construction exceeds the permitted sky plane as defined in Article 1, Section 280-4 of the Town Code;located at:240 Knoll Circle,(Adj.to Spring Pond)East Marion,NY. SCTM No.1000-37-5-i5. 10:30 A.M.-STEPHANIE PERL AND RICHARD PERL#8028-Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's May 9,2025 Notice of Disapproval based on an application for a permitto construct additions and alterations(non-substantial improvements)to.an existing single family dwelling;at 1)less than the code required minimum front yard setback of 40 feet;2)more than the code permitted maximum lot coverage of 20%;located at:2880 Minnehaha Blvd,(Adj.to Corey Creek)Southold, NY.SCTM No.1000-87-3-43. 10:50 A.M.-VITO PLAZA#8030-Request for a Variance from Article XXXVI,Section 280-207;and the Building Inspector's April 16,2025 Notice of Disapproval based on an application for a permitto construct additions and alterations to an existing single family dwelling;at 1)gross floor area exceeding permitted maximum square footage for lot containing up to 40,000 square feet in area;located at:1020 Laurel Court, Laurel,NY. SCTM No.1000-126-13-1. 11.00 A.M.-705 CR 48,LLC,ULSTER FARMS,LLC#8009SE-Request for Special Exception pursuant to Article IX,Code Section 280-41 B(2)of the Southold Town Code,and the Building Inspectors February 14, 2025 Notice of Disapproval,to allow and construct two buildings to be used for contractor businesses; located at 705 County Road 48,Mattituck,NY.SCTM#1000-113-12-13. 1:00 P.M.-OYSTERPONDS HISTORICAL SOCIETY#8031SE-Request for a Special Exception per Town Code Article III,Section 280-13B(15)and the Building Inspector's April 25,2025 Notice of Disapproval based on an application for a permitto construct upgrades and renovations to include alterations,a new storage addition and a new ADA(Americans with Disabilities Act)ramp to an existing historical society building; located at:1555 Village Lane,Orient,NY. SCTM No.1000-25 3-16.1. 1:10 P.M.-STRONG'S WEST MILL,LLC#8027-Requestfor an INTERPRETATION under Chapter 280-Bulk Schedule for Business,Office and Industrial Districts;Article I,Section 280-4;Article XIII,Section 280-56,; and the Building Inspector's May 6,2025 Notice of Disapproval based on an application for a permit to construct a boat storage building;1)HEIGHT OF BUILDING as it relates to a boat storage building;located at:3430 Mill Road,Mattituck,(Adj.to Mattituck Creek),NY. SCTM No.1000-106-6-13.4. The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing,and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Application Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Link: http://24.38.28.228/WebUnkBrowse.aspx?Id=935072&dbid=0&repo=TownOfSouthold Please note the last date to submit written comments to this office will be the Friday prior to the public hearing. Afterwards,documents will not be accepted by this office,but can be submitted to the Board Members during the public hearing. If you have questions,please telephone our office at(631)765-1809,'or by email:kimMoutholdtownnygov. ZONING BOARD OF APPEALS Dated: July 24,2025 LESLIE KA ES WEISMAN,CHAIRPERSON By:Kim E.Fuentes 54375 Main Road(Office Location) P.O.Box 1179,Southold, NY 11971-0959 August 7, 2025 Page 2-of 2 Tje'uffol See Proof on Next Page AFFIDAVIT OF PUBLICATION The Suffolk Times PO Box 1500, Mattituck, NY 11952 (518) 730-4551 State of Florida, County of Broward, ss: top 1, Edmar Corachia, of lawful age, being duly sworn upon oath depose and say that I am an agent of Column Software, PBC, duly appointed and authorized agent of the Publisher of The Suffolk Times, a Weekly newspaper of general circulation, printed and published in Mattituck, Suffolk County, New York, designated by the County Clerk of Suffolk County as a newspaper of record;that the publication, a copy of which is attached hereto,was published in the said newspaper on the following dates. Publication Dates: • Jul 31, 2025 Notice ID: KldllnJ8UZuTDll4RA4J Notice Name: August 7, 2025 Publication Fee: $201.90 Edrear GorAahiA �.ytli..... SHFA1 SMfTH 5�I?� �0 Agenti:' �� Notary Public-State of Florida �yjQ} Commission H tvaemu ,�LY'� Expires— VERIFICATION °„ °,;,� State of Florida County of Broward Signed or attested before me on this: 08/04/2025 X 1 Liu Notary Public Notarized remotely online using communication technology via Proc f. August 7, 2025 Page 1 of 2 Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 C Southold, New York 11971-0959 '44. Fax(631) 765-9064 ZONING BOARD OF APPEALS DATE: September 2, 2025 RE: INSTRUCTIONS FOR PUBLIC HEARING Dear Applicant; The October 2, 2025 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. br�h ""hich-jh6hide �,a:se,j-see m stru fibp&,.i6q'AWEe'dq,t pareifiv";it,, ��h�-Apiibli h gp 1 01 , 1XIAW 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing,to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than September 24, 2025. To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If your sign is damaged, please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of your property. If a Board member reports that there is no signage visibly on display as required by law,your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) I of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you; notarized, and returned to our office along with the mailing receipts and green cards by September 24, 2025, verifying that you have properly mailed and posted. Please attach a photograph of the posting on you Property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. f S--V At. �w I�Receipt MAILING INSTRUCTIONS: Please send by -� '.,C�i—iR�i &--M WM the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. Instructions for ZRA Public Hearing Page 2 Please mail documents to the lekal mailing address.-.(as_on file with Southold Town Assessors Office) Mailing to be done by September.15, 2025. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthennore, if recipicnts need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kimf@southoldtownny.gov or elizabeth.sakarellos@town.southold.Liy.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting"as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also, the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold> Assessors>Assessment Books/Tax Rolls> https://southoldtownny.gov/DocumentCenter/View/11008/tentrol]2025-1 My IMPORTANT INSTRUCTIONS Y Scan and emad,the i7SPS�ma hng receipts, green signature cards an&dtaffida>v is to ,. ,•� , kimf(a7soatholdtownny.�ovy and PROMPTLI'i�71SPS� �,_ the�ORIGINA�LS to athe�T.ow' n"o Southold, ZBA,.P`O. Boz 11a7�9SoutholdNY 1197�1� Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter 55 of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. pf you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. *** �*x :. PLEASE NOTE. ._THE:.LAST DAY-TO SUBNHT WRITTEN DOCUMENTS_TO THIS :. OFFICE ,FOR THE BOARD MEMBERS WILL,BE THE-FRIDAY PRIOR TO. THE PUBLIC HEARING. AFTER THAT, NO DOCUMENTS WILL BE ACCEPTED- BY THE."OFFICE BUT CAN-BE:SUI3MTTTFD TO THE.BOARD MEMBERS.AT.THE-PUBLIC HEARING. Kim E. Fuentes—Board Assistant t Laserfiche Instructions for Zoning Board of Appeals Records (6/16/2025) / / / yoo: w, 4 SOCIAL MDIA Governmen Services visiting Hotv Do(L,.. IMP V;5%,,4 ` �` •:ti. /C► '.r '# .11,y. 1 f' ! y s'�i us r. i TO TOP t � AMW Ott Notify Me® Maps Agcndaa do Town Code ' online Payments Town Records Forms j Sign op to receive Minute,. O p yyot r bilk `Weblinkn"rfiche FomWApphcsdons_.I Above: Homepage, Click on Link"Town Records" Weblink/Laserfiche Instructions to search Pending Applications: • Click "Town of Southold". • Click '2BA". • Click "Board Actions". • Click "Pending" Or the below URL address will take you directly to Board Actions. http•//24 38 28 228/WebLink/Browse.aspx?id=935072&dbid=0&repo=TownOfSo uthold 0 14uT1 (.. 1: utm H A The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold The application will ALSO be available VIA ZOOM WEBINAR - Follow pink - httpm.//southoldtownny.gov/caIendar.aspx NAME : STRONG ' S WEST MILL LLB #8027 7' CTM #: 1 000- 1 06 .-6- 1 3 .4 1 1'ARIANCE: I NTERPRETATION=H EIGHT OF BUILDING AS IT RELATES TO BOAT STORAGE BUILDING r-,EQUESTN. CONSTRUCT BOAT STORAGE BUILDING 1 [: ATEM THURS . , OCT. 21 2025 1 :20 PM You may review the file(s) on the town's website under Town Records/Weblink: ZBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 B � SUFFOLK COUNTY LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,OCTOBER 2,2025 at 10:00 AM PUBLIC HEARINGS ] NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning), (� Town of Southold,the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall,53095 Main Road,Southold,New York 11971-0959,on THURSDAY,OCTOBER 2, 2025: The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Additionally,there will be a link to the Zoom Webinar meeting at http:// south oldtownny.go v/calenda r.aspx. 10:00 A.M.-DONALD H.LASKEY,III-#8040SE-Applicant requests a Special Exception under Article III, Section 280-136(13). The Applicant is owner of the subject property requesting authorization to legalize/ establish an Accessory Apartment in an existing accessory structure;at:855 Horton Avenue,Mattituck, NY. SCTM#1000-141-1-24.1- 10:10 A.M.-SCOTT AND GERARDA BOGER-#8058-Request for a Variance from Article XXIII,Section 280- 124;Article XXXVI,Section 207;Article XXIII,Section 280-124 and the Building Inspector's August 10,2025 Notice of Disapproval based on an application for a permit to construct an accessory in-ground swimming pool;at:1)more than the code permitted maximum lot coverage of 20%;located at:130 Sunset Lane, Greenport,NY. SCTM No.1000-33-4-69. 1020 A.M.-1460 THE STRAND,LLC,DEMETRIOS AND VASILLIA ZIOZA,MEMBERS-#8042-Request for Variances from Article XXII,Section 280-116A(1)and the Building Inspector's June 18,2025 Notice of Disapproval based on an application for a permit to construct a swimming pool attached to an existing single family dwelling and to legalize three(3)as built accessory decks;at:1)swimming pool located less than the code required 100 feet from the top of the bluff-,2)three accessory decks seaward of the top of the bluff;located at:1460 the Strand,(Adj.to Long Island Sound)East Marion,NY. SCTM No.1000-30-2-66. 10:40 A.M.-RANDOLF J.POLYN/ANDREA AND ANGELO PROVVISIERO #8044-Request for a Waiver of Merger petition under Article 11,Section 280-10A,to unmerge land identified as SCTM No.1000-107-2- 6 which has merged with SCTM No. 1000-107-2-5,based on the Building Inspector's May 1,2025,Notice of Disapproval;which states that a non-conforming lot shall merge with an adjacent conforming or non- conforming lot held in common ownership with the first lot at any time after July 1,1983 and that non- conforming lots shall merge until the total lot size conforms to the current bulk schedule requirements (minimum 40,000 sq.ft.in the R-40 Residential Zoning District);located at 2900 Grand Avenue and 3000 Grand Avenue,Mattituck,NY-SCTM Nos.1000-107-2-5 and 1000-107-2-6. 10:50 A.M.-WILLIAM TODD JEFFCOAT AND STEPHANIE DESIREE VISCEGLIA-#8046-Request for Variances from Article XXIII,Section 280-124;Article XXXVI,Section 207;Article XXXVI,Section 280-208 and the Building Inspector's April 28,2025 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling;at:1)less than the code required minimum side yard setback of 10 feet;2)gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area;3).the construction exceeds the permitted sky plane as defined in Article I,Section 280-4 of the Town Code;located at:50 Rochelle Place,Mattituck,NY. SCTM No. 1000-144-5-1. 11:00 ABM.-ANDREW BROOKS-#8045-Request for a Variance from Article IV,Section 280-18 and the Building Inspector's March 24,2025,AMENDED May 29,2025 Notice of Disapproval based on an application for a permit to construct an addition to an existing single family dwelling;at:1)located less than the code required minimum front yard setback of 50 feet;located at:373 Broadwaters Road,Cutchogue,NY. SCTM No.1000-104-12-6.3. 1:00 P�M.-GREGORY WHITE-#8047-Request for Variances from Article IV,Section 280-18;Article XXXVI, Section 280-208;and the Building Inspector's May 14,2025 Notice of Disapproval based on an application for a permit to construct first and second story additions to an existing single family dwelling;at:1)located less than the code required minimum front yard setback of 35 feet;2)located less than the code required minimum side yard setback of 10 feet;3)located less than the code required minimum combined side yard setback of 25 feet;4)the construction exceeds the permitted sky plane as defined in Article I,Section 280-4 of the Town Code located at:550 Locust Lane,Southold, NY- SCTM No.1000-62-3-31. 1:20 P.M.-STRONG'S WEST MILL,LLC#8027-(Adjourned from August 7,2025)Request for an Interpretation under Chapter 280-Bulk Schedule for Business,Office and Industrial Districts;Article 1, Section 280=4;Article XIII,Section 280-56,;and the Building Inspector's May 6,2025 Notice of Disapproval based on an application for a permit to construct a boat storage building; 1)Height of building as it relates to a boat storage building;located at:3430 Mill Road,Mattituck,(Adj.to Mattituck Creek),NY. SCTM No. 1000-106-6-13.4.. 1:30 P.M.-705 CR 48,LLC,ULSTER FARMS,LLC#8009SE-(Adjourned from August 7,2025 and September 4,2025)Request for Special Exception pursuant to Article IX,Code Section 280-41 B(2)of the Southold Town Code,and the Building Inspectors February 14,2025 Notice of Disapproval,to allow and construct two buildings to be used for contractor businesses;located at 705 County Road 48,Mattituck,NY.SCTM#1000- 113-12-13. The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing,and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Application Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Link: http://24.38.28.228/WebU nl,,,'Browse.aspx?id=935072&d bid=0&repo=TownOfSoutho Id Please note the last date to submit written comments to this office will be the Friday prior to the public hearing. Afterwards,documents will not be accepted by this office,but can be submitted to the Board Members during the public hearing. If you have questions,please telephone our office at(631)765-1809,or by email:kimf@southoldtownny.gov. October 2, 2025 ZBA Legal Notice Page 2 of 3 Ebe buffolk Tf mo. See Proof on Next Page AFFIDAVIT OF PUBLICATION The Suffolk Times PO Box 1500,Mattituck, NY 11952 (518) 730-4551 State of Florida, County of Orange, ss: I, Edmar Corachia, of lawful age, being duly sworn upon oath depose and say that I am an agent of Column Software, PBC, duly appointed and authorized agent of the Publisher of The Suffolk Times, a Weekly newspaper of general circulation, printed and published in Mattituck, Suffolk County, New York, designated by the County Clerk of Suffolk County as a newspaper of record;that the publication, a copy of which is attached hereto, was published in the said newspaper on the following dates. Publication Dates: • Sep 25, 2025 Notice ID: 4tP3XLvMJwuUOvwWQ5e9 Notice Name: October 2, 2025 ZBA Legal Notice Publication Fee: $221.58 64mar GorAehiA Agent QYImPn`�,,, PAMEL A BaEz Notary Public-State of Florida VERIFICATION Q commission I HH 186700 State of Florida Expires on October 14,2025 County of Orange ��ntillIM Signed or attested before me on this:09/26/2025 4i Notary Public Notarized remotely online using communication technology via Proof. l October 2, 2025 ZBA Legal Notice I Page 1 of 3 ZONING BOARD OF APPEALS rO Dated: September 18,2025tt�� LESLIE KANES WEISMAN,CHAIRPERSON By:Kim E.Fuentes 54375 Main Road(Office Location) P.O.Box 1179,Southold,NY 11971-0959 October 2, 2025 ZBA Legal Notice Page 3 of 3 : BOARD MEMBERS F S ��� .R^e'/f Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road-P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. cn Office Location: Nicholas Planamento • �OQ Town Annex/First Floor Margaret Steinbugler 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, JANUARY 8, 2026 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following "IN PERSON" public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0969, on THURSDAY, JANUARY 8, 2026: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. There will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 1:00 P.M. - STRONG'S WEST MILL. LLC #8027 Request a Reversal of the Building Inspector's May 6, 2025 Notice of Disapproval, pursuant to Chapter 280-Bulk Schedule for Business, Office and Industrial Districts; Article I, Section 280-4; Article XIII, Section 280- 56; and based on an application for a permit to construct a boat storage building; 1) proposed'height of building exceeds the maximum permitted height of 35 feet; located at: 3430 Mill Road, Mattituck, (Adj. to Mattituck Creek), NY. SCTM No. 1000-106-6-13.4. The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on the Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: http://24.38.28.228/W6bLink/` Beowse.aspx?id=935072&dbid=0&repo=TownOfSouthold If you have.questions, please telephone our office at(631)765-1809,or by email: kimf@soLitholdtownny.gov. Dated:.December 18, 2025 ZONING BOARD OF APPEALS LESLIE,KANES WEISMAN,CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 63095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 3FF01�-C Ol/y Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 C? - W Southold,New York 11971-0959 Fax(631) 765-9064 ZONING BOARD OF APPEALS DATE: December 8, 2025 RE: INSTRUCTIONS FOR PUBLIC HEARING Dear Applicant; The January 8,2026 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. Below, please see imstructions required to prepare for the ZBA public hearing which incl�udes: PLEAS+E READ CAREFULLY. 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing, to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than December 30, 2025. To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If your sign is damaged please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of your property.If a Board member reports that there is no signage visibly on display as required by law,your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by December 30, 2025, verifying that you have properly mailed and posted. Please attach a photograph of the posting on your property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. MAILING INSTRUCTIONS: Please send by ItSiPS Certified Maul Return Reeei the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. Instructions for ZBA Public Hearing Page 2 Please mail documents to the legal mailing address. (as on file with Southold Town Assessors Office) Mailing to be done by December 22, 2025. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kimf@southoldtonm.gov or elizabeth.sakarellos@town.southold.n�us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting "as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors>Assessment Books/Tax Rolls> https://southoldtownny.gov/DocumentCenter/View/11008/tentroII2025-1 IiMP,OR�TANT IiNISiTMRiTC�T�+IOO NIS: Scan and ema�i�l the iTSiPS maili�ng receipts, green signature cards and affidavi�ts to ki�m�f %sou�thold�town�ny.gov, and ** IRA A R ILY i1SPS MAhL** the O�RIGhNALS to the Tkown of Southold, ZBA, P.O. Box 117,9, Southold, NrlY 119r711. Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter SS of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason,you are unable to prepare for your public hearing as instructed, please let us know. ***PLEASE NOTE*** : THE LAST DAY TO SUBMIT WRITTEN DOCUMENTS TO THIS OFFICE FOR THE BOARD MEMBERS WILL BE THE FRIDAY PRIOR TO THE PUBLIC HEARING. AFTER THAT, NO DOCUMENTS WILL BE ACCEPTED BY THE OFFICE BUT CAN BE SUBMITTED TO THE BOARD MEMBERS AT THE PUBLIC HEARING. Kim E. Fuentes—Board Assistant i ti Laserfiche Instructions ,(� for Zoning Board of Appeals Records Boa q SOUTHOLD •GIAI NIEDIA > 50117140,4,tnent Service. > isitin otv C)o[.. 1 t +, , ' Notify Me® 'Maps .,• , Age ,ude .Online Payments, ..Town Records .Farms. k Sign up toT cervrve # Minutes ''&silypayyc, bills Nebliit lLwr5fiche Formz/Appbnvions` nnptorens Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche Laserfiche Web Link „ 11yweo(,nk Hap ab., ilgn Out Home Browse Search To—OKOuthold TownOfSouthold Name Page count TertiPlate name, 5 Town Clerk z Entry Prope rt, es - uI Town Historian Path trustees fown0f5outhold Zoning Board of Appeals(ZBA) Creation date - 5/5/2014 Tt:s7.a!AM Page 2 of 2 First a 1 2 29 Entries Last modified V I Z/2017 BA6.27 AM - 2 Metadata No meradata assigned iw,,,..,, sn- o+..•r...... r r,o�..�r....r a_a,.cis Above: -The second of two pages you will find "Zoning Board of Appeals (ZBA)"in the list of Town of Southold Departments. Click the Zoning Board of Appeals(ZBA)folder/link. J Laserfiche Instructions ZBA Files Page 2 Laserfiche Web Link v MywebLink.Help-:bout Signuut Home Browse Search TownON—thold>Zoning Board of Appeals(ZBA) Zoning Board of Appeals Name Page count Template name (ZBA) A phabetical Index R Entry Properties Board actions �71 Laserfiche Search Guides Path 'Meeting Schedules TownOfSouttxsldlZonmg aca of'Appeals(ZBA) Minutes/Agendas/Legal rtonces/Hearings Creation date �tD Pending - ;;7 Reports Last modified i23/201-1 11:07:Id AM ']5pecla1 Event Permits '_1 Training Requirements ZBA Officials R Metadata :1 ZBA PPIIdeS NO metedata asslgned Exceptions List Code 280.10C 13) 1 Jurisdiction Listing / ZBA Book of Mapped 1977 Existing Lots 189 ocedure a Resuhs :omlhealWpapsmenr.Usest [$Bulk Schedules 5 Agreements,Contracts 3 Leases Page 1 of 1 14 Entries Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions"folder to open. Ct Most Visited (a Getting Started 'Q Southold,NY-Officia NetZero-My NetZero... Date Duration Calcula... �j Town0fSouthold-La.-. x Southold-Cor Laserfiche WebLink Home Browse Search Town0fSouthold>Zoning Board of Appeals(ZBA)>Board Actions>Pending Pending Name - - --- - - 9025 MAIN ROAD LLC,CARDINALE Entry Properties - U C&L REALTY-Withdrawn Path LL_l JEMCAP SO 1 LLC 'i-I PECONIC RECYCLING TRUCK t et eL1+tt .. THE ENCLAVES Creation date ° #7370-Frend 1000-128-6-6 3/28/2017 11:36:07 AM #7379-SoiutionS East 1000-13-3-1 Last modified 6/9/2020 3:58:58 PM #7383-Spiller 1000-59-5-8.3 -- - - --- -- --- ---- -- - ,73845E-HNF Resorts,Mydon Resorts-Campground-1000-40-3-5 Metadata - -- --- -- - - --- #7385 SE-Fried 1000-50-1-13.1 No metadata assigned #7386 860 Bayview Drive-LLC 1000-37.-5-10.1 #7387 Hard Corner1000-61-4-1 #7387 Hard Corner-SITE PLAN-Arch Plans 1000-61-4-1 #7388-Minton Irrev.Trust 1000.128.-2-20 #7389 Beni:1000-71-1-4 #7406-Nappa 1000-88-1-1.5 Page 1 of 7 Above, Lists all Pending Applications under Board Actions/Pending URL Address, Link is http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0 Laserfiche Instructions ZBA Files ;01 Page 3 Laserfic he WebLink Y • MYWebUnk Help!About sign cut Home Browse Search iownU(southold>Zoning Board of Appeals(ZBA)>Board Actions Board Actions Name Page count Template name - 1957-1979 2 Entry Properties -- - :J 1980-1999 Path 2000 r."CfSnuthol'AZcning Board ofAppeals RBAI%Bw,dActions '12001 Creation date -]2002 "10/2001 1221:55 PN7 •�2003 Last modified F-I 2004 3/28/2017 11:36:07 AM 2005 2 Metadata 2006 N0 metadata assigned l 2007 J 2008 .1 2009 &R—Its :`7 2010 ahfy a ear4u:eaz 1 n zon ..'_7 2012 ` 20 2013 2014 2015 Fa 2076 2017 Pending .�.healthlinemm/healNlPap-smeaFllses2 n.�.,1„s1 '•'-•-'-- Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". come Browse search tovntOK_au[h01d+2oningewrd ofnPPea!s 1Za.U•Board Amon5+2011 2017 - 'S 6688 lb) a9ard Amass s Entry N.Perdes 4,6973 79 39ard Kn9ns Vath _@ 6997 98 3oar0 Ac0ans ownOtS:uttiMl<hZcrnngarn of Aplreals iZBAllanald �'7001 f00 Boare atnam AaT.nnS)017 ;�� 66 —dA.— h6atlondate g 7011 75 a9ard Kd9m IN/20171.11.17 nM Wst modified - 5r1Y20:7ri:_3•AM ft rofa 116 \ 39ard ANOm S.15 3) 3oartl Amom ..Me[a0ata J016 b3 3oartl Ktiom .m nxm�na a5 a>T•ed .9 701> 70 —rd Anwns a.)ola s6 aone Amw 3 7019 sa RwdKnons a 7020 so boars+mom d 7P.1 s9 aoam mans 1 a ro2z .s Board Arnans d 7— rota as aoamxoons roa .le 9oaro+mom >026 7a aoam amm�s -6.ro2i 90 aoaN Aabns it 70M is e0ar0 Asn9ns G 7029 3 9oartl Knons Above: See listed File Numbers. Click on file you are searching. Laserfiche Instructions I-'�"' ZBA Files Page 4 ca shle l Above: In addition searching by file no. You can also use the above search tool by typing the name or title of the applicant. Laserfiche WehLink amel M Home Browse Search Cust—cee search ] Sort results by Relevance v Records Management Search 7016 Field name Board Actions-83 page(s) Choose field ] Page count:83 Template name:Board Actions Reset Page 3.,Colin and Kristen Cashel PROPERTY LOCATION:162 Lower Shingle Hill.Fisher... - Page a...19.2017,77016.Cashel SCTM No.1000.9-1-26 minimus approval to remo... Page 5...y 19.2017 e7016.Cashel SCTM No.1000-9-1-26 GRANT,the variances as... Search;em,s Page 9...COLIN&KRISTEN CASHEL SECTION 009 BLOC... Page 20...Thomas Ahlgren(Cashel),PO Box 342 Fishers Isldnd.NY... s Show more information... ttn 701 B B,Mrd Actions-56 page(s) Page count:56 Template name:Board Actions Page 48...930 A.M:COLIN CASHEL AND variances under Anode Id.5ectlon.ANN... Page 48...ance(s)KRISTEN CASHELx7016-Request proposed trellis located in other the... s Show more information... Above: Shows you files that can be found using a phrase, name or title. Or you can search by Tax Map No. (District, Block and Lot) using the format 1000-111.-1-1. Laserfiche WebLink nywebtmk I Help Abour I sll Home Browse Search TownOfSouthold>Zoning Board of Appeals(ZBA)>Mlnutes/AgendaS/Legal NoticeS/Hearings Minutes/Agendas/Legal Name Page count Template name Notices/Hearings '�-1957-1979 s Entry Properties 1980-1999 2000-2009 Path TownOfSouihold\Zoning Board 12010 of Appeal5 t-'2011 (ZBAI4Min utr`^..3entlos/Lcgal Notices/Hearings 2012 Creadon date Cn 2013 7/102001 2:57:40 Phi ,�2014 Last modified 2015 12/162016 2:15:1 A PM 2015 2 Metadatarn 2017 No metaciata asvgned Page 1 or 1 11 Ent, �«w�<,� y .�svirv...we„•:.,sm..v.x-.s..Isia-:o1s LASTi"3�+ .:.<i.-gee Above:Also, Minutes,Agendas, and Hearing Transcripts can be viewed. Laserfiche Instructions f ZBA Files Page 5 Laserfiche WebUnk Nlywebi,ink :-4ep i Abwt Home Browse Search TownOfSOuthold>Zoning Board of Appeals(ZBA)>Minutes/Agendas/Legal Notice5lHearings>2017 2017 Name page count Template name `.ZBA-01/05/2017 7 2 Entry Properties s 28A-01l052017 Agenda 4 Path ZBA-0110512017 Hearing 40 town0fSowholdVoring Board Of Appeals 7BA-01/0512017 LN 3 (ZBA)\MmuteVAgendaSiLegal ZBA-01119/2017 2 Notices/H earings\2017 ,.j ZBA-01 11 9/201 7 Agenda 2 Creation date 1 211 6/201 6 2:15:14 PM „j Z3A-02i02/2017 7 Last modified „]ZBA-02102MI7 Agenda 4 6/19/2017 4:53:59 Ph1 ZBA-02102/2017 Hearing 45 2 Metadata Z9A-02J02/2017 LN 3 ZBA.02/16/2017 Agenda 3 No metadata assigned ZBA-02/1620175penal 3 -edure&Results ZBA-03/02/2077 7 �m/heaRh/pap-smearsUses2 ,�ZBA-03/02/2017 Agenda 4 ZBA-0 3102 201 7 Hearing 65 ZBA-0310212017 LN 3 ZBA-0311 612 01 7 Agenda 3 „d ZBA-03/16/2017 Special 3 ZBA-04/062017 5 ZBA-041052017 Agenda 4 ZBA-04/06/2017 Hearing 45 Above: Agendas, Minutes and Transcripts are in chronological order. Revised 6/15/2020 �4 T1 ' F The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold The application will ALSO be available VIA ZOOM WEBINAR - Follow link - httpm.//southoldtownny.gov/calendar.aspx NAME : STRONG ' S WEST MILL LLC #8027 -117' CTM #mN I 000= 1 06m=6= 1 3m4 ' VARIANCE: REVERSAL OF NOTICE OF DISAPPROVAL-BUILDING HEIGHT EXCEES MAXIMUM PERMITTED 1 -1EQUESTNE CONSTRUCT BOAT STORAGE BUILDING i LATE : THURS. , JAN . 89 2026 10000 PM You may review the file(s) on the town's website under Town Records/Weblink: ZBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Appeal No. viva SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: MAILINGS Strong's West Mill, LLC #8027 (Name of Applicant/Owner) 3430 Mill Road Mattituck, NY 11952 SCTM No. 1000- 1 C6_h_13 4 (Address of Property) (Section, Block & Lot) COUNTY OF SUFFOLK STATE OF NEW YORK I, ( ) Owner, ( x) Agent Denise M. Cuddy residing at 5 Tuthill Point Road, East Moriches, New York, being duly sworn, deposes and says that: On the 30th day of December , 2025 , I personally mailed at the United States Post Office in— Eiverhead ,New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll Verified from the official records on file with the ( ) Assessors, or ( ) County Real Property Office, for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applicant's property. (Signature) Sworn to before me this 3Dttday of December 2025 PATRICIA A.CLARK Notary Public,State of New York No.01 CL5711005 of Qualified in Suffolk County (Notary Public) Commission Expires September 30,`au�`b PLEASE list on the back of this Affidavit or on a sheet of paper, the lot numbers next to the owner names and addresses for which notices were mailed. All original USPS receipts and mailing confirmations to be submitted to the ZBA Office along with this form completed, signed and notarized. U.S. Postal ServiceTm Postal rivice r3 ■ ra o . m co bo�estic Mail Only rU tf,Y •a th €7 ro m Mot Ij U�II r IM • • � , 3 _O Certified Mail Fee �u Lr1 Certified Mail Fee •0 I IGI I j ru $ 11l $ Extra Services&Fees(check box,add fee as m ) Extra Services&Fees(checkbox,add fee s'pp ate) I' � ❑Retum Receipt(hardcopy) $� � ❑Return Receipt(hardcopy) $ '�f� Vu ❑Return Receipt(electronic) $ '(.I° t_ Postmark I ❑Return Receipt(electronic) $ girl Postmark � ❑Certified Mail Restricted Delivery $ 17_I-I(1 Here � ❑Certifled Mail Restricted Delivery $ 00 Here C3 []Adult Signature Required $ +g T r- Err rJ�r ❑Adult Signature Required $ ❑Adult Signature Restricted Delivery$ � ❑Adult Signature Restricted Delivery$ Postage 74 Postage $ I_I•;e � TataJ�pst�ae and Fees Total Postage and Fees >xl J iQ o 0111.42. ru L Sent To runna M_Boscola Er os�Pb a Nareen__Tusa 11o.,or Pb Box No. Street an Apt. o.,or PO ox No. [` --------- 'ri PO_-Box 903 ------------------------------ Q' CIry [afe;ziP+d�---------Mattituck, NY 11952 a Mattituck NY 11952 ON COMPLETE THIS SECTIONON DELIVERY SENDER. COMPLETE THIS SECTI ■ Com le_teiteN 1,2,and 3. A. Sig lure ent y X 1 dre ■ Print our name and address on the reverse p 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. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No., yGy� Donna M Boscola 5106 W Mill Rd PO Box 587 2026 Mattituck, NY 11952 �A� -2 3. SerVICeType- y'0-i;+ O-Priorify;MaiLExpress� ❑Adult Signature f'r 1; O Registered MaiIT III IIII'I I'll I'I III'Il lllll llll II Ill III III I III g 1' w ❑Adult Signature Restricted Delivery•' ❑Registered,Mail Restricted; ❑Certified Mail(R) Delivery ❑Certified Mai)Restricted Delivery ❑Signature.Cditfir tionTf" 9590 9402 9619 5121 1145 30 ❑Collect on Delivery ❑,Signatui'e.9onf!rmation 2. Article Number(Transfer from service lahni) ❑Collect on Delivery.Restricted pelivery Resirioted pellCiery 7 2-2; 167°0 (�002 �1;267i. 825,8 ,R 5tricted.oervery ` PS Form 3811;July 2020 PSN 7530-02-000-9053 Qotr estto-.et rse:zipt SECTIONSENDER: COMPLETE THIS ■ Complete items 1,2,and 3. A. Sign re ■ Print your name and address on the reverse X ❑Agent so that We can,return the card to you.- El ■ Attach this card to the back of the mailpiece, e ryjrj d ame) C. D Dei' ery or on the front if space permits. ` 1. Article Addressed to: D. Is delivery address different from item 17 u Yes If YES,enter delivery address below: ❑No Joseph and Noreen Tusa PO. Box 903 Mattituck, NY 11952 3. Service Type ❑Priority Mau Express® II I IIIIII IIII III I III it II III II I I I I I IIII I I II I III ❑Adult Signature ❑Registered Mail ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Mali® Delivery ❑'Certified Mail Restricted Delivery ❑Signature Confirmation*"' 9590 9402 9619 5121 1144 86 ❑Collect on Delivery ❑Signature Confirmation 2.,Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery ..ail 9589 0 710 5270 2545 3567 31 iil Res trfcted,Delive'ry, PS Form 3811;July 2020.PSN 7530-02-000-9053 Domestic:Return Receipt TOWN OF SOUTHOLD II'U f ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK 'l,l AFFIDAVIT OF In the Matter of the Application of-. POSTING Strong's West Mill, LLC #8027 (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORK I Charles R. Cuddy residing at 1500 Marratooka Lane, Mattituck, NY , New York, being duly sworn, depose and say that: I am the ( ) Owner or ( ) Agent for owner of the subject property On the 30th day of December , 2025 , I personally placed the Town's Official Poster on subject property located at: 3430 Mill Road, Mattituck, NY 11952 The poster shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition.abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall beset back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing of jam1a-r)r 8- 2026 (Owner/Agent Signature) kh r Sworn to before me this �Q Day of 2Cem�e`�' , 20'D.S G� Gr (Notary Public) PATRICIA A.CLARK Notary Public,State of New York No.01 CL5711005 Qualified in Suffolk County Commission Expires September 30, L!U I Postal ■ . ■CERTIFIED MAIL!` o ■ •. . .. Only N ru IJ3 For delivery information,visit our Wdbsite-at www.usps.com0. c0 Mott"t' It ,i'' 7 t r m 11utt`'itu�kr I1 °�,s I N PO 1 T" �' L U S r I� _ t _w Certified Mall Fee ..if1 14fJ 1 iF Certified Mail Fee 1c .lj I 1`1901 r9 1 . $ E tra Services&Fees(checkbox,add fee g�Epp te) I I �' Extra Services&Fees(check box,add fees ate) ❑Return Receipt(hardcopy) $ R t 1 rU ❑Return Receipt(hardcopy)ru $ I 1 I r3 ❑Return Receipt(electronic) - $ t, 0••Oil Postmark ❑Return Receipt(electronic) $ $0 01) Postmark 0 ❑Certified Mail Restricted Delivery- $ y_I, I t Hare �. ❑Certified Mail Restricted Delivery $ Here 0 ❑Adult Signature Required $ n r 9174 rU ❑Aduft Signature Required $ []Adult Signature Restricted Delivery$ L1l ❑Adult Signature Restricted Delivery$ 0 Postage ,❑ Postage r I I.,a i' O' $:l Postage o� ge and Feesal`Po � a" O ru Sent To . is I D.J1-1r`1[1 }r Sent To rti StrongRe Q" David W.Coo er _______________________ -- ---------=-- - --------------------- ---------- ---------------- No. C3 §ties[and Apt.No.,or PO Boz No. Street and Apt.No.,or PO Box No. ___10�95.--blast-view----Dr_-P_Q--Bnx-_1.4Q9---------------------. P-- Box 16 City,Sta e,Z1P+4® City State,ZIP+4e Mattituck, NY 11952 Nattituck, NY 11952 COMPLETE THIS SECTION ON DELIVERY SENDER:COMPLETE THIS SECTION ■ Complete items 1,2,'and 3.-r-,"�' A. Sigrfate ■ Print your name and address on the reverse X ❑Agent ❑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. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delive`ly address different from item 1? ❑Yes If YES,enter de['ivery;:address below: ❑No Strong Re. = 1095 Westview Dr JAN -2 2026 �! PO Box 1409 Mattituck, NY 11952 i3. Service Type. I ❑Priority Mail Express@ Il I IIIIII I'll III I III Il II III IN I I 1111111111111111, ❑Adult Signature ElRegistered Mail TM ❑ R Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Mail@ Delivery 9590 9402 9619 5121 1145 47 ❑Certified Mail Restricted Delivery f]signature Confirmationrm ❑Collect on Delivery ❑Signature Confirmation 2 .._,_.,.._�__:r__:__I—___•:__r_,- ,,; n r na&—nelivery Restricted Delivery Restricted Delivery 7022 1670 0002 12 6 7, 8 2 41 I Restricted Delivery • PS Form 38.11,July 2020 PSN 7530-02-00079053:. , Domestic Return Receipt SECTIONSENDER: COMPLETE THIS SECTION COMPLETE THIS ON DELIVERY ■ Complee items 1,2,and 3. A. sig e ■ 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. Received (Panted Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 17 ❑Yes If YES,enter delivery address below: ❑No j David W'Cooper �;' "'' PO Box 16' s ' Mattituck, ,NY 11952 JAN -2 2026 3. Service T e YP `P Mail Express®' IIIIIIIII IIII III IIII IIII III IIII III IIII II III III ❑Adult Signature .e t y` ❑Registered Mail R ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Mail@ . Delivery ❑Certified Mail Restricted Delivery-, ❑Signature ConfirmationTm 9590 9402 9619 5121 1144 55 El Collect on Delivery, ❑Signature Confirmation 2--Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery ' Restricted Delivery " ❑Insured Mail 95:89 0710. ,5270 2545 3567 86 al Restricted Delivery' PS Form 3811,July 2020 PSM7530-02-000-9053 Domestic Return Receipt 1/9/26, 10:06 AM USPS.com®-USPS Tracking®Results ALERT: SEVERE WEATHER AND I i WINDS IN THE SOUTHWESTERN, I'MWATHERN ROCKIES ... USPS Tracking® FAQs > Tracking Number: Remove X 70221670000212678012 Copy Add to Informed Delivery (https://informeddelivery.usps.com/) Latest Update Your package will arrive later than expected, but is still on its way. It is currently in transit to the next facility. Postalm CE-RTIr , o cu Get More Out of USPS Tracking: ti a- rq Domestic Malir Only USPS Tracking Plus® co 9t1t1 ff1 € I � Al E .D Certified Mail Fee Moving Through Network ru $ In Transit to Next Facility,ArrivingLate r9 Extra Services&Fees(check box,add tae • date) n_I • ❑Retunn Receipt(hardcopy) ' $ I. ,1-I 1 January 5, 2026 o ❑Return Receipt(electronic) $ .Ill! Postmark C3 ❑Certified Mail Restricted Delivery $ k f� r�rr _ Here E3 ❑Adult Signature Required $ —tij— ❑Adult Signature Restricted Delivery$ • O Postage Departed USPS Regional Facility r�- $0.7 $ I? ryfl;`yfl�c Total Postage and Fees MID NY DISTRIBUTION CENTER '� $f1.i(, December 31, 2025, 7:51 pm rU Sent To down of - Southold C3 §trea---nd-Ap-No,-orPOBdxNo.--------------------------------------------------- � • Ciry-§faie;2iP+dp-53 Q9 5---RmLt:.e--25-•-ED---Box---l12-9---------- Arrived at USPS Regional Facility Southold, NY 11971 MID NY DISTRIBUTION CENTER - December 31, 2025, 12:03 pm 0 Departed Post Office RIVERHEAD, NY 11901 December 30, 2025, 5:01 pm USPS in possession of item RIVERHEAD, NY 11901 December 30, 2025, 12:54 pm https://tools.usps.com/go[TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70221670000212678012%2C 1/2 1/9/26, 10:00 AM USPS.com®-USPS Tracking®Results ALERT: SEVERE WEATHER AND H'mmn WINDS IN THE SOUTHWESTERN, Iwr%THERN ROCKIES ... USPS Tracking® FAQs > Tracking Number: Remove X 9589071052702545356717 Copy Schedule a Redelivery (https://tools.usps.com/redelivery.htm) Latest Update This is a reminder to arrange for redelivery of your item before January 17, 2026 or your item will be returned on January 18, 2026. You may arrange redelivery by using the Schedule a Redelivery feature on this page or may pick up the item at the Post Office indicated on the notice. m cu cu n. Get More Out of USPS Tracking: USPS Tracking Plus® Delivery Attempt: Action Needed Reminder to Schedule Redelivery of your item before January 17, 2026 January 8, 2026 PostalTM CERT' IFIEDMAIV RECEIPT Notice Left(No Authorized Recipient Available) Domestic Mail Only MATTITUCK, NY 11952 `Ln° January 3, 2026, 1:55 pm m t10 t t l;;t ur U r IaY i,� °,`.' 1 ' Lr) Certified Mail Fee $ a 1 In Transit to Next Facility Extraservices�&&mees(cpnY)ck box,add fee s dp',��rate) fl ❑Return Recel ardco Mf.1�.,r- c3 ❑Return Receipt(electronic) $ 7 o CCU Postmark January 1, 2026 r%- ❑Certified Mail Restricted Delivery $ !� r!A Here rU ❑Adult Signature Required $ _ i Lill ❑Adult Signature Restricted Delivery$ Postage � O t.I-I„72 Departed USPS Regional Facility $ 12.130,�,il�� Total Postage and Fees —- MID NY DISTRIBUTION CENTER C3 Sent To December 31, 2025, 7:51 pm c __--------Nax-th-_Fnrkr-_oPr-ojer—t--LLO------------------------------ Ln Street and Apt.No.,orPo 1�U20 Old Sound Rd -------------- --------------------------------------------------------------- °' Arrived at USPS Regional Facility ctry,srare,zIP+a�- Mattituck, NY 11952 MID NY DISTRIBUTION CENTER December 31, 2025, 12:04 pm https://tools.usps.com/go[TrackConflrmAction?tRef=fullpage&tLc=2&text28777=&tLabels=9589071052702545356717%2C 1/2 1/9/26, 10:00 AM USPS.com®-USPS TrQ^','^g®Results, • Departed Post Officf RIVERHEAD, NY 11901 December 30, 2025, 5:01 pm USPS in possession of item RIVERHEAD, NY 11901 December 30, 2025, 12:57 pm • Hide Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u Schedule Redelivery u USPS Tracking Plus@ u Product Information u See Less Track Another Package Enter tracking or barcode numbers Need More Help? Contact USPS Tracking support for further assistance. FAQs https://tools.usps.com/gorrrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=9589071052702545356717%2C 2/2 l 1/9/26, 10:01 AM _ USPS.com®-USPS Tracking®Results ALERT:SEVERE WEATHER AND Hi%an WINDS IN THE SOUTHWESTERN, 11'`- THERN ROCKIES ... USPS Tracking® FAQs > Tracking Number: Remove X 70221670000212678265 Copy Add to Informed Delivery(https:Hinformeddelivery.usps.com/) Latest Update Your package will arrive later than expected,but is still on its way. It is currently in transit to the next facility. Postal m Get More Out of USPS Tracking: CERTIFIED o Ln RECEIPT USPS Tracking Plus® Domestic0 nj r delivery information,visit ourWebsite at WWW.LispS.CORIO� .Std r1 pq#`19 S FI V i,!�< U Moving Through Network Certified Mail Fee In Transit to Next Facility,Arriving Late $ t `' 0 t(RC)lti Extra Services&Fees(check box,add lee •pro''te) 11 January 6, 2026 ❑Return Receipt(hardcoP» S, C3 ❑Retum Receipt(electronic) $ d f_,�,r1�1lIT Postmark C3 ❑Certified Mall Restricted Delivery $ fi_ �- Here E-3. []Adult Signature Required $ • ❑Adult signature Restricted Delivery$ Arrived at USPS Regional Facility ;o Postage �a BROOKLYN NY DISTRIBUTION CENTER X $ f��t I.?.�30!2U?5 Total Postage and Fees January 1, 2026, 5:45 am $$10040 fU Sent To ru AWC--- Sliest and Apt.No.,or,PO Box o. ----------- Departed USPS Regional Facility l:r` 72 Louis St g� tY City State,ZIP+4®--------------------------------------- - MID NY DISTRIBUTION CENTER Staten Island, NY 10304 December 31, 2025, 7:51 pm Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER December 31, 2025, 12:04 pm Departed Post Office RIVERHEAD, NY 11901 December 30, 2025, 5:01 pm https://tools.usps.com/go/TrackConfirmAction?tRef=fulipage&tLc=2&text28777=&tLabels=70221670000212678265e/a2C 1/2 1/9/26, 10:01 AM USPS.com®-USPS Tr--','^g®Results USPS in possession :ern RIVERHEAD, NY 11901 December 30, 2025, 12:58 pm "� Hide Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking Plus@ u Product Information u See Less Track Another Package Enter tracking or barcode numbers Need More Help? Contact USPS Tracking support for further assistance. FAQs https://tools.usps.com/golTrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70221670000212678265%2C 2/2 1/9/26, 10:03 AM USPS.com®-USPS Tracking®Result; ALERT SEVERE WEATHER AND '';._H WINDS IN THE SOUTHWESTERN, RTHERN ROCKIES ... USPS Tracking® 1 FAQs > Tracking Number: Remove X 70221670000212678210 Copy Add to Informed Delivery(https:Hinformeddelivery.usps.com/) Latest Update Your package will arrive later than expected, but is still on its way. It is currently in transit to the next facility. TI Get More Out of USPS Tracking: ' • CD USPS Tracking Plus® CERTIFIED MAILP RECEIPT 0 o Domestic ru co r delivery information,visit our websiteat www.0 ps.co-mll. Moving Through Network �r14Stta .-I T-1 A L U In Transit to Next Facility,Arriving Late 1 r-u Certified Mail Fee �c n y[I [IRIJ1 $ d January 5, 2026 ❑a Services turn Receipt Fees(chrdcapy)kbox,ad$d tee a�gpprpp��te) 111 r3 ❑Return Receipt(electronic) $ 11.1710, Postmark O ❑,Certified Mall Restricted Delivery $ $0.17i t0 _ Here Departed USPS Regional Facility � ❑Adult Signature Required $ U p g• •' ❑Adult Signature Restricted Delivery$ 0 MID NY DISTRIBUTION CENTER tti Postage $0.7111, December 31, 2025, 7:51 pm r� Postage 9 Total and Fees t'!30{?0y5 $$10.40 rl_I Sent To ru Patrick Ryan IED $tieei en fApt. of PO Boz No. - - ------------------------------------------ Arrived at USPS Regional Facility r- cry sraie;zia+---------------------VQ--Box__116-4--------------------------- MID NY DISTRIBUTION CENTER Mattituck, NY 11952 December 31, 2025, 12:04 pm Departed Post Office RIVERHEAD, NY 11901 December 30, 2025, 5:01 pm USPS in possession of item RIVERHEAD, NY 11901 December 30, 2025, 1:01 pm https://tools.usps.com/go/TrackConfirmAction?tRef=fulipage&tLc=2&text28777=&tLabels=70221670000212678210%2C 1/2 1/9/26, 10:06 AM USPS.com®-USPS Tracking®Results ALERT:SEVERE WEATHER AND hturl WINDS IN THE SOUTHWESTERN, NuATHERN ROCKIES ... USPS Tracking® FAQs > Tracking Number: Remove X 9589071052702545356724 Copy Add to Informed Delivery(https://informeddelivery.usps.com/) Latest Update Your item was delivered to an individual at the address at 12:19 pm on January 7, 2026 in MATTITUCK, NY 11952. Postal ■ , O ■ ■ —n MAILCD (D Get More Out of USPS Tracking: Domestic Mail Only 6 For delivery inforimation§visit our webs'te at www.usp&com'0. v USPS Tracking Plus® m Mot:'Cht► e'll '-11'61 Ul Certified Mail Fee c ;�i 0901 Delivered ' $ � 'Extra Services$Fees(check box,add fee ppro pare, 10 Delivered Left with Individual ru ❑Return Receipt(hardcani) $ f El Receipt(electronic) $ p 'L Il a61 Postmark MATTITUCK NY 11952 r1- ❑Certified Mall Restricted Delivery $ �z—i�t� Here fU []Adult Signature Required $ u7 ❑Adult Signature Restricted Delivery January 7, 2026, 12:19 pm Postage �! T� C3 $ 1fl. IF See All Tracking History Total Postage and Fees L_:3Q,r�g r � 15 � C3 11g.4,, Sent To What Do USPS Tracking Statuses Mean? (httpa E' ___-T_Ru� el__and__Denise__Zellner________________________ �' StreetandApt.No.,otPoaoXNo. 805 North Dr Ciry Sfate,Z%P+4e----- Mattituck---""NY Tz952---------------------- r rr rr,•r• �/ Text & Email Updates M. USPS Tracking Plus@ u Product Information u See Less Track Another Package https://tools.usps.com/go/TrackConfirmAction?tRef=fulipage&tLc=2&text28777=&tLabeis=9589071052702545356724%2C 1/2 1/9/26,9:58 AM USPS.com@)-USPS Tracking@)Results ALERT: SEVERE WEATHER AND HiuH WINDS IN THE SOUTHWESTERN, NORTHERN ROCKIES ... USPS Tracking® FAQs > Tracking Number: Remove X 9589071052702545356748 Copy Add to Informed Delivery(https:Hinformeddelivery.usps.com/) Latest Update Your item was delivered to an individual at the address at 2:30 pm on January 2, 2026 in MATTITUCK, NY 11952. 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Idtow .NEST � Y�# y.+. j •+ heaPPl ,tio IlSoutHo G,c�Y� nttP•S.rRpN 4 •. 4' `-"�'r�` �''��•.��-.Ci,�' 106'6'03 IGE HEIGNt y430 RSAL pF BUILOINMIttE 5 M VE ' AL U PER v Gt NCB R SAP �A)(IM nTofz oo P vAR1P EXGE RUM o°Ae yoZ `o6�p165180'7 ` R. w y a�'. � �� •. 00 AN• �NURS e J REaij TIP Wth°/pegj,ne Vai�;y s � r WA' oA ` ,. ; �- ."_ ' jam �'` -; � ✓1 7 `�� f'� �i� ;w.I..�. ►`` ([ _ 01,�, � ��•' -<�.�':'�.s"t,,,T''��,� �,y ���' Fes. r. = I pw, `•`W, �} f;w � .`.;�_� a.� '. �� +[]���r'%fr �`g ,�C>+�■1 �74 � 3 ��.L l�+rsi .���. �ry;P�S. <t'lt�•ic ��!!��°�:.�P� I�ilr'r`_-'.._��E+�� .A`� �":�.�!i.' ��'S...:9C:�rti —� �: e k v� y NOTICE OF HEARING _ y The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road,Southold The application will ALSO be available VIA ZOOM WEBINAR-Follower ovlcalendar.aspx link-http:Ilsoutholdtownny.g NAME: STRONG'S WEST MILL LLC #8027 SCTM #: 1000-106.-6-13.4 VARIANCE: REVERSAL O NOTICE OF HEIGHT DISAPPROVAL-BUILDING ITTED EXCEES M BOAT sMRAGE BUILDING ` CONSTRUC i REQUEST: S. JAN. 8, 21 1:00 PM THUR , ecordslWeblink: DATE: on the town's website under To 63 R 765-1809 - a review the file(s) ZBp Office telephone You m Y ZBAI Board Actionsl Pending , y Y, Yr _y LL gir_ Lk --d"...... SUFFOLK COUNTY G' LEGAL NOTICE LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,JANUARY 8,2026 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN,pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning), Town of Southold,the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall,53095 Main Road,Southold,New York 11971-0959.,on THURSDAY,JANUARY 8, 2026: The public may ALSO have access to view,listen'and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Additionally,there will be a linkto the Zoom Webinar meeting at http:// c)utholdtownny.gov/calendar.aspx. 10:10 A.M.-PETER STEIN AND ALLISON KRONICK STEIN#8053 Request for Variances from Article XXII, Section 280-116A(1);Article XXIII,Section 280-124 and the Building Inspectors June 20,2025-.Notice of. Disapproval.based on an application for a permit to demolish and reconstruct a new single family dwelling; at 1)less than the code required minimum side yard setback of 20 feet;2)less than the code required 100 ^�. feet from the top of the bluff;located at:63417 County Road 48,(Adj.to4he Long Island Sound)-Greenport; NY. SCTM No.1000-40-1-18. 10:20 A.M.-ANNA K.THORSDOTTIR AND FRANCO MARINAI.#8066-Request for Variance from:Article 111, Section 280-15;and the Building Inspectors July 1,2625,Notice of Disapproval based on an application for a permit to demolish an existing accessory garage and to construct a new accessory garage;'at:1)located In an area other than the code required rear yard;located at:46WO0 NYS.Route 25,Southold,NY. SCTM No: 1000-75-3-4. 10:30 A.M.-TRAVIS AND SOFIA GARCELON#8071 -.Request for Variances from ArtIcIe.XXIh,Section 280- 124;Article XXXVI,Section 280-208;and the Building Inspector's September 17,2625 Notice.of Disapproval based on an application for a permit to construct a new single family dwelling with a rear deck addition; at 1)less than the code required minimum front yard setback of 35 feet;2)less than the code required minimum side yard setback of 10 feet;3)less than the code required minimum combined side yard setback of25 feet-,A)more,than the code permitted maximum lot coverage of 20%,5)the construction exceeds. the permitted sky plane as defined in Article 1,Section 280-4 of the.Town Code;located at;The Gloaming Extension(adj.to West Harbor),Fishers Island, NY. SCTM No.1000-10-9-13. 10:40 A.M.-EVAN TOUHEY#8070-Request for a Variance from Article III,-Section 280-15 and the Building Inspector's October 2,2025 Notice of Disapproval based on an application for a permit to legalize an"as built"accessory pool house at:1)less than the code required minimum.side yard setback of 10 feet;located at 1955 Albertson Lane Greenport,NY. SCTM No.1000-52-5-56. 10:50 A.M.-REBEKAH kHULZ#8072-Request for a Variance from Article XXIII,Section 280-124 and the Building Inspector's September 22,2025 Notice of Disapproval based on an application for a'permit to construct an addition to a single family dwelling:1)less than the code,required minimum front•yard.setback of 35 feet;located at:185 Riley Avenue,NY. SCTM No.1000-143-4-29. 11:f)0 A.M.-CHRISTINE MACDONAGH 98073-Requestfor a Variance from Article XXIII,Section 280-123A and the Building Inspector's September 18,2025 Notice of Disapproval based on an application J.pr a permit to legalize"as-built"additions and alterations to an existing seasonal cottage;at;-1) nonconforming building containing a nonconforming use shall not be enlarged,,recon§tructed„structurally altered or moved,unless such building is changed to a conforming use;located at:7685 Horton Lane,Southold,NY. SCTM No.1000-54-5-48.2. 1:00 P.M.-STRONG'S WEST MILL,LLC#8027-Requesta Reversal of the Building Inspector's May 6,2025 Notice of Disapproval,.pursuant to Chapter 280=Bulk Schedule for Business;Office and Industrial Districts; Article I,Section 280-4;Article XIII,Section 280-56 and based on an application for a permtteo construct a boat storage building;1)proposed height of building exceeds the maximum permitted height of 35 feet; located,at;3430 Mill Road,Mattituck,(Ad):to Mattituck.Creek),NY. SCTM No.1000-106-6-13.4: The Board of Appeals will hear all persons or their representatives,desiring to,,be heard at each hearing;and/or desiring to submit written statements before the conclusion of each hearing. Each hearing,will.not start eariler than designated above: Application Files are available',for review on The Town's Weblink/Laserfiche urider2oning Board of Appeals(ZBA)\Board Actions\Pending. Link: http://24.38.28.228/WebUnk/Browse,aspx?id=935072&dbld=O&repo=TownOfSouthold Please note the last date to submit written comments to this office will be the Friday prior to4he,public hearing. Afterwards,documents will not be accepted by this office,but can be,submitted to the Board Members during the public hearing. if you have questions,please telephone our office at(031)765-1809,or by email:WinfPsoutholdtownnygov: Dated: December 19,2025 LESLIE KANES WEISMAN,CHAIRPERSON ZONING BOARD OF APPEALS By:Kim E.Fuentes 54375 Main Road(Office Location) P.O.Box 1179,Southold,NY 11971-0959 ZBA Legal Notice January 8, 2026 1 Page 2 of 2 See Proof on Next Page AFFIDAVIT OF PUBLICATION The Suffolk Times PO Box 1500, Mattituck, NY 11952 (518) 730-4551 State of New Jersey, County of Camden, ss: I, Laquansay Nickson Watkins, of lawful age, being duly sworn upon oath depose and say that I am an agent of Column Software, PBC, duly appointed and authorized agent of the Publisher,of The Suffolk Times, a Weekly newspaper of general circulation, printed and published in Mattituck, Suffolk County, New York, designated by the County Clerk of Suffolk County as a newspaper of record;that the publication, a copy of which is attached hereto, was published in the said newspaper on the following dates. Publication Dates: • Jan 1, 2026 Notice ID: hxbsLezPwEPsB3Hg3crO Notice Name: ZBA Legal Notice January 8, 2026 Publication Fee: $176.48 1_Aj1U b1rAQV A&ksm Agerit VERIFICATION SHARONN E THOMAS-POPE NOTARY PUBLIC STATE OF NEW JERSEY- State of New Jersey My Commission Expires January 23,2027 County of Camden Signed or attested before me on,this:01/02/2026 Notary Public Notarized remotely online using communication technology via Proof. ZBA Legal Notice January 8, 2026 Page 1 of 2 JOEL I. KLEIN, Ph.D., RPA 635 Lloyds Lane,Mattituck,New York 11952 `nuary 8, 2026_ �,D�� Town of Southold Zoning Board of Appeals P.O. Box 1179 Southold, NY 11971-0959 RE: STRONG'S WEST MILL, LLC#8027 Request a Reversal of the Building Inspector's May 6, 2025 Notice of Disapproval SCTM No. 1000-106-6-13.4. To the Members of the Zoning Board of Appeals: As the Board is well aware, the limit on building height exists in the Town Code for a reason. A major goal set forth in Southold's Comprehensive Plan is the protection of,community character. The Comprehensive Plan identifies the Zoning Board of Appeals as a party responsible for "evalua[ting] . . .Town Code sections . . . 'to prevent structures too large in scale from occurring in neighborhoods."' Any structure that exceeds the maximum allowable height is clearly detrimental to the community character of Southold. The Applicant has stated in his Area Variance Application that the building will not produce an undesirable change in the character of the neighborhood or be a detriment to nearby properties. I strongly disagree. Additionally, Southold's Draft Final Environmental Impact Statement for the earlier version of this project concluded that the Applicant's "DEIS analysis does not meaningfully address the potential impacts to community character that could be associated with the construction of the Proposed Action". The maximum allowable height for buildings in the M-2 zone in Southold is 35-feet, with the height of a building defined as "the vertical distance measured from the average elevation of the existing natural grade adjacent to the building, before any alteration or fill to the highest point of the roof. . ." On July 30 the Applicant's attorneys were advised by their consultant, the Raynor Group, of the calculated building elevation heights for each of the four building elevations, calculated according to the Town Code definition. Those calculations measured the height of the south building elevation as 43.50 feet. In their letter to the Applicant's attorneys the Raynor Group concluded that "the average building height for all four (4) elevations is approximately 26.6 feet with the South Building Elevation building elevation exceeding the maximum permit height by approximately 8.5 feet (emphasis added). I would note at the Raynor Group does not appear to have been a member of the original project team that prepared the DEIS for the project. On August 6, one week after the Raynor Group's letter was sent to the Applicant's attorneys, and presumably after it had been reviewed by Young Associates (the Applicant's Site Engineer), Young Associates informed the attorneys that"the average height of the building pursuant to [the Southold Town Code], is 27.05', which is well below the maximum allowed" (emphasis added). Nowhere in the Town Code is there a reference to "average building height" as a factor in determining conformance with the code. Nor does there appear to be any accepted method for determining the average height of a particular building. Significantly, no mention is made in the Young Associates' letter of the Raynor Group's conclusion that part of the proposed building would exceed the maximum permit height by 8.5 ft. Average height of a building, however calculated, is not a factor in determining whether or not a �'7 building conforms to code. If any part of a proposed building exceeds the maximum allowable height, that building cannot be considered in conformance with the code. The Buildings Department's Notice of Disapproval of the Applicant's permit application was correct and should not be overruled. The Applicant has not provided any basis for granting the Applicant's requested reversal of the Building Inspector's finding. Sincerely, A/ f Joel I. Klein, Ph.D., RPA Page 2 1"N SOSOUTHOLD. -`j96`BOAR&.APPEALS PUBLIC'HEARING �'STRONG'S WESCT MILL, LLC ...... . ... . . THURSDAY, AUGUST 7, 2025 r Please sign and print°name, address below. Please limit comments to five (5) mind%§TGMARDOFAPPFALg NAME ADDRESS SIGNATURE p,6, G.��d ,l -�12- � 0 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS PUBLIC HEARING STRONG'S WEST MILL, LLC ..Ti 7 zQ25 THURSDAY, AUGUST 7, 2025 Please sign and print name, address below. Please limit comments to five (5) minutes. NAME ADDRESS SIGNATURE ,4vlp e- SL(r6-(,xoo( it c,S cje.:5�t- i�' ll (z-fa.X. 5106 West Mill Road•P.O.Box 587 •Mattituck,NY 11952 �a August 6,2025 via Email—kimfuentes@town.southold.ny.us °�" Town of Southold Zoning Board of Appeals 54375 Main Rd "� iU5 P.O.Box 1179 Southold,NY 11971 Re: Strong's West Mill,LLC#8027 Dear Chairperson Weisman and Members of the Board, We are hereby commenting on the Strong's Marine yacht storage building project which proposes major excavation and construction less than 200' from our property. Our family has been Mattituck residents since 1961. Our house was built in 1972 and is our only residence, occupying it year-round. The application by Strong's West Mill LLC, received by the ZBA on May 22, 2025, references reason for needing a variance as "The Town Code was changed during the course of the application." Presumably, the applicant is referring to Local Law 10-22 in which the word"grade" was added before alteration: "The vertical distance measured from the average elevation of the existing natural grade adjacent to the building, before any alteration or fill... " to: "The vertical distance measured from the average elevation of the existing natural grade adjacent to the building, before any grade alteration or fill..." This revision appears to constitute a clarification, not a substantive change, and therefore, any building proposal that is now non-compliant under the new definition should have been non-compliant under the original definition. It has been a contention of many that commented on the DEIS that the proposed building(s)were never complaint with the height requirements. The disapproval by the building department further reinforces that objection. The ZBA should refer to comments submitted to the Planning Board by Joel Klein on May 15,2023,where he notes: First, it is unclear what "adjacent"means. The existing grade where the proposed storage buildings will be constructed contains significant slopes and existing elevations vary by more than 30 feet.As a result, the existing elevation of the area that could be considered "adjacent"varies considerably. The DEIS does not indicate what elevation has been assumed to be the "average elevation of the existing grade." Second, and more significantly, the definition of building height calls for it to be measured "before any alteration or fill." The applicant proposes to erect the new structures after lowering the existing grade by more than 35 feet. Using the Town Code definition of building height, this results in the proposed structures actually having a negative height. Page 1 of 2 The developer has attempted to obfuscate the calculations in the submissions. This new, single, building they are now proposing is two feet higher than the initially proposed two buildings,which would now stand 20' higher than the existing buildings on the property. The ZBA should be skeptical of an application that is claiming to be compliant previously but now needs to be even higher than the original proposal. Under no circumstances should any variances be granted on this property, especially while a SEQRA process is underway and while the Town Board is examining zoning throughout the Town. The current zoning map erroneously,and without following required review protocols,relocated the boundary between the R-80 and M-Il zones several hundred feet to the west of its original location. The original zone boundary roughly corresponds to the top of the existing—50' bluff that separates the water adjacent portions of the parcel from the upland portion. There is no way that any part of the upland portion of the parcel could,or can, be considered "water adjacent" or suitable for water-related uses. The prior zoning boundary IS identifiable and should be reinstated. I Sincerely, Stephen M. Boscola boscola(a,gmail.com Page 2 of 2 z MATTITUCK INLET May 15, 2023 Southold Town Planning Board AUS 7 54375 Main Road PO Box 1179 20NTNC80AAD PAPARA,L,S Southold, NY 11971 RE: DRAFT ENVIRONMENTAL IMPACT STATEMENT PROPOSED STRONG'S YACHT STORAGE BUILDINGS 5780 WEST MILL ROAD MATTITUCK, NY 11952 TAX MAP NUMBER:106:6-10&13.4 Members of the Southold Town Planning Board: This letter and attachments constitute Save Mattituck Inlet's ("SMI") comments on the yacht storage buildings project (the "Project") being proposed for construction on a land parcel adjacent to Mattituck Inlet. SMI is a community group that came together through our shared concerns over the potentially disastrous environmental impacts of the Project. The Inlet is a significant piece of Mattituck, the entire North Fork, and the Long Island Sound Region. For generations it has supported a delicate ecosystem — that is why more than 3,300 neighbors and friends have signed a petition to "Stop the irreversible environmental destruction that would result from the Storage Buildings project at Strong's Yacht Center!" After an extensive review, SMI has concluded that the DEIS prepared by the Applicant fails to demons`frate that the proposed Projed will not have a significant adverse impact on the Town of Southold and surrounding communities. In fad, as our detailed comments demons`frate, the DEIS documents that the devas'fating environmental consequences associated with the Projed far outweigh its few limited benefits of a small increase in property tax revenue, a limited number of potential jobs created for individuals who are unlikely to be Town residents, and a luxury for a handful of wealthy individuals. In addition to failing to adequately address, or address at all, major environmental concerns, we believe the DEIS to be misleading and rife with inaccuracies. Many of the conclusions in the DEIS are either unsupported by any meaningful data, or are based on unsupportable assumptions. In many cases the DEIS and its appendices are internally inconsKent. Many sections of the DEIS do not comply with the final DEIS scope, even after having been revised in response to the Planning Board's determination that an earlier version was not adequate for public review. Sections of the DEIS that generally do follow the scope fail to provide the data or analyses that the Planning Board will need to evaluate the Projeds environmental impact and proposed mitigation measures. Notably, the DEIS fails to demons'frate any overriding public need for, or public benefit from, the Projed. The Projed is mosft certainly not consis`fent with either Southold's Local Waterfront Revitalization Plan or the Southold Comprehensive Plan. Save Mattituck Inlet • P.O. Box 592 . Mattituck, NY 11952 . www.SaveMattitucklnlet.com 4 t The DEIS falsely recommends that the Planning Board find the Project's environmental impacts are insignificant or can be adequately mitigated. Such conclusions are not supported by the underlying facts and analyses. , The DEIS is most certainly not adequate for the Planning Board to use in preparing its required findings statement, per the State Environmental Quality Review Act (SEQRA). The DEIS needs substantial revision and/or supplementation before the Planning Board,as lead agency, can complete the FEIS for which it is now responsible. A third-party consultant must be retained to assist the Planning Board in evaluating these and any other counter-intuitive conclusions reached by this DEIS. Based on the DEIS as is, the only decision the Board can make is a negative findings statement and disapproval of the Project. SMI's detailed comments on the DEIS are attached. The following items briefly summarize what we believe to be some of the significant concerns that need to be addressed: COMMENT SUMMARIES TRAFFIC IMPACTS. All of the construction traffic analyses presented in the DEIS are based on incorrect assumptions and/or incomplete data. As a result, the DEIS significantly underestimates the degree to which Project traffic will affect the Ttowns of Southold and Riverhead. T 1. The traffic analysis has assumed that each outbound haul truck will be filled to a maximum 30 cubic yard (CY) capacity. The Project geotechnical report states that sand from the Project site weighs between 2,970 and 3,105 pounds per CY. This is considerably more than the approximately 2,500 pounds per CY used in the traffic analysis. As a result, haul trucks will, at maximum, be able to transport loads no larger than 25 CY without exceeding the maximum allowed road weight of 107,000 pounds. T 2. The maximum permitted weight of loaded haul trucks is 107,000 pounds. By comparison, the maximum permitted weight on Interstate highways is 80,000 pounds. The maximum permitted weight on Peconic Bay Blvd in Southold and Riverhead is 8,000 pounds. T 3. The DEIS persists in referring to round-trips as "total" trips. The Institute of Transportation Engineers defines a "trip" as a one-way movement. The number of haul truck trips during the Project's excavation phases, based on the DEIS'assumptions, is 9,000—not the 4,500 repeatedly mentioned in the DEIS. However, if a haul truck can carry only 25 CY loads,the number of trips will be more than 10,000. T 4. Project haul trucks will pass by every residence and business along the entire truck route, including West Mill and Cox Neck Roads, Sound Avenue, Northville Turnpike, and CR 58, approximately once every 7 minutes 10 hours a day,five days a week,for at least six months. T 5. The DEIS attempts to minimize the degree to which Project construction traffic will add to current truck traffic along the truck route. It does this by treating all trucks larger than pick-ups as equivalent to the Project's 22-wheel semi-tractor trailers. Semi-truck traffic on Cox Neck and West Mill Roads will be 20 to 80 times greater than it is currently. T 6. The DEIS contains no proper evaluation of the hazards posed by limited sight distances along Cox Neck Road,West Mill Road, and Sound Avenue. T 7. The DEIS fails to adequately consider how weather conditions and time of day will affect traffic safety. 12 T 8. The DEIS fails to adequately assess the potential for Project-related traffic accidents, and incorrectly concludes that the potential for accidents along the Project truck routes will not increase as a result of the Project. The DEIS does not include accident data for the Riverhead portions of the truck route. T 9. The DEIS does not adequately consider, or evaluate, the extent of road damage that will result from Project construction, and does not include the information necessary for the Planning Board to conduct its own evaluation. The DEIS' pavement evaluation fails to take into account the current condition of local roads and is based on multiple unsupported assumptions. The Generalized Fourth Power Law, used to estimate road damage, indicates that each loaded haul truck leaving the Project site will have the same effect on project roads as more than 6,500 2-axle vehicles. The DEIS contains no detailed description of how procedures to repair potholes will be implemented. T-10. The DEIS estimates that 89 concrete truck deliveries will be required for the foundations and floor slabs for the two proposed yacht storage buildings. Concrete trucks of the size described in the DEIS carry concrete loads of 10 CY. However, the DEIS says that 4,082 CY of concrete will be required. That translates to more than 400 loads or 800 trips—not 178. Because of their.weight, concrete trucks will contribute significantly to damage to local roads. T 11. No traffic counts were made for the Riverhead portions of the traffic study. Although four seasons of data was required, the data for Riverhead includes only five days of NYSDOT data, all collected during a single season. DANGERS TO BICYCLISTS AND PEDESTRIANS.The DEIS fails to adequately consider or evaluate the safety risks to pedestrians, bicyclists and schoolchildren boarding buses. It has also failed to adequately address the inadequacies identified by the Southold Planning Board in the original December 2021 DEIS. The conclusion that "the small numbers of additional vehicles the project will generate during construction and after completion should not increase the hazards to bicycles and pedestrians also using the road..." is not supported by the data in the DEIS or the TIS. For example: BP-1. The revised DEIS fails to address the inadequacy of the pedestrian and bicycle traffic counts along the Project truck route from the original DEIS. None of the pedestrian/bicycle counts in the original December 2021 version of the DEIS were made in the mid-December thru May time frame which constitutes the Project excavation phase — a time when Project traffic volumes will be at their highest. The revised DEIS discusses and provides additional data collected over only two days in August--not for four seasons as called for. As with the data in the original DEIS, August is outside the period of the Project construction phase when potential impacts will be at their greatest. The data does not account for baby strollers, joggers or dog walkers, which are routinely observed in the Project area and present unique pedestrian risks. BP-2. The revised DEIS includes no additional data specifically addressing potential traffic hazards to "children waiting for the school bus! Applicant provides no data on the actual number of school-age children living in homes along the truck route. The DEIS asserts that the traffic generated by workers leaving the site at the end of their shifts will fall outside of school drop-off times, downplaying the significant risk posed by haul trucks going to and from the site, which will go on throughout the day— including during school pick up and drop off. BP-3. Portions of the truck route along Cox Neck Road and West Mill Road have a width of 22 feet. At various points the unpaved shoulders are blocked by utility poles, landscaping trucks or vegetation 13 making them unusable by pedestrians or bicyclists. Two eight-foot-wide haul trucks passing in opposite directions, will require one truck to cross into oncoming traffic in order to maintain a safe distance while passing pedestrians and allowing for the Suffolk County required three foot minimum for bicyclists. VIBRATION IMPACTS DURING CONSTRUCTION. The DEIS concludes that there "are also no vibration impacts expected from soil excavation or construction activities" (DEIS pp. iv, 38) and "[A]nalysis of the construction equipment has shown that there is no predicted impact to any nearby neighbors'. . ." (DEIS Appendix R p.3),which is not supported by data in the DEIS. VIB-1. The geotechnical report in DEIS Appendix H uses a damage-threshold vibration level intended for blasting activities, rather than the much lower threshold that applies to vibration generated by truck traffic and construction equipment. Because the DEIS incorrectly classifies the frequency of trucks passing residences on West Mill Road as "occasional" it concluded that there would be no impact according to FTA Guidelines. However, correctly classifying the frequency of Project haul trucks passing residences as "frequent" means that the impact threshold according to the FTA Guidelines is lowered to 72VdB.This exceeds the FTA impact threshold. VIB-2. The vibration analysis in DEIS Appendix R has made unsupportable changes to the equations used to calculate vibration impacts. It also fails to consider that multiple pieces of construction equipment will be operating simultaneously VIB-3. The DEIS ignores how vibration can impact quality of life. "Annoyance" cannot always be explained by the magnitude of the vibration alone. Humans (and potentially pets and wild animals) can experience adverse effects at levels of vibration too small to cause damage to structures. The non-stop nature of the truck traffic exacerbates this concern. IMPACTS ON THE ECONOMY AND EMPLOYMENT. The DEIS exaggerates the economic benefits of the Project. It overestimates the tax revenue it will generate and does not adequately document its job creation estimates. EE-1. The DEIS states that the Project will generate $151,800 in State and County sales tax revenues which will support Southold's economy. This is based on an unsupportable assumption that the new facilities will operate at 100%capacity. Southold will receive no direct benefit from sales tax revenues. EE-2. The DEIS fails to note that the tax exemptions will result in the Project generating only about $32,000 a year for the first three years=about the same as three average Southold homes. Property taxes will not reach their maximum for ten years. EE-3. The DEIS claims the Project will generate 11 full-time jobs but does not specify if these will be year-round or what these employees' jobs will entail once the boats have left for the summer. It provides no basis for the claim that they will go to Southold residents. It also does not note whether these 11 jobs will be filled immediately or if gradually assuming the buildings are occupied over time. PROJECT DESCRIPTION,PURPOSE AND NEED PD-1. Nowhere in the DEIS does the applicant provide or discuss a demonstrated need for the Project. The DEIS states that climate-controlled (heated) space is essential for maintaining electrical systems in the types of vessels to be stored. This is not the opinion of the manufacturers of the boats and yachts sold by Strong's Marine. 14 PD-2. The DEIS is required to include data about stored boat ownership. It states.only that the Applicant anticipates "many"or"a portion" of his customers"may be"or are "anticipated"to come from existing customers, boat owners and future boat owners, who are local, from other parts of New York State, Connecticut and Northern New Jersey. The DEIS does not estimate how many Southold residents will use the new facility. PD-3. The DEIS fails to mention why "a reconfiguration of the staging areas and drydock storage is not proposed."The reason is that on July 16, 2020,the Applicant applied for and received a wetlands permit to replace an in-kind bulkhead and make a modification and extension to the southern haul-out slip.The Southold Planning Board, Save Mattituck Inlet, and Save the Sound, all objected to non-allowable segmentation of the project. FIRE AND PUBLIC SAFETY IMPACTS AND CONCERNS. The DEIS was required to discuss the threat of fire and explosion on site from all ignitable sources, include an evaluation of potential fire hazards, and determine if the Mattituck Fire Department (MFD) is equipped to respond to a fire at the site.The DEIS does not adequately address these items.As proposed,the project does not include adequate fire safety measures, and will constitute an unnecessary and unacceptable safety risk to the community and the environment. FS-1. No Fire Safety Plan for the proposed Project is included in the DEIS. The Fire Safety Plan for the existing facility included in the DEIS is defective and inadequate. FS-2. Although the MFD has not raised concerns, there appear to be many aspects of the project that do not conform to fire codes. Given the response requirements documented for many recent indoor boat storage facilities, it is clear that MFD, even with mutual aid, could have a difficult time responding to a fire event. FS-3. The Fire Marshal stated that the Project must allow for Fire Department access within 150 feet of all portions of the exterior walls of all project buildings. Project plans do not conform to fire code requirements relating to road and turnaround requirements. FS-4. The Project's haul road will be converted into a permanent emergency fire access. That road, as described and depicted in the DEIS, cannot directly access the Project site. No water source is located along the road or at its terminus severely limiting its usefulness. FS-5. The Project's four 2000-gallon propane tanks, even when installed according to code and properly maintained, present a danger. During a fire event a Boiling Liquid Expanding Vapor Explosion (BLEVE) is possible. The DEIS should have addressed this possibility and evaluated the potential impact, and the ability of the MFD to adequately respond. FS-6. According to the DEIS, yacht repair and maintenance activities would occur within the on-site buildings and/or at the existing dock. If those activities are planned to occur inside the proposed storage buildings, they will include potential ignition sources. Given that yachts will be stored with fuel in their onboard tanks, a substantial fire risk will be created. FS-7. Neither the DEIS, nor the MFD, nor the Southold Fire Marshall have considered the fire risk associated with the fact that stored vessels may have lithium-ion battery-powered equipment. 15 r HUMAN HEALTH IMPACTS H-1. The DEIS states that the Project would not alter the amounts of chemicals and antifouling paint, that no changes to storage volume of these substances are anticipated and no modification to stored quantities would be necessary. The DEIS also states that the Project would create new jobs for the servicing of the larger vessels to be stored on-site. This additional work-load would presumably require an increase in the amount of chemicals used on-site. The DEIS does mention that Strongs Marine provides a Gelcoat refinishing service. Gelcoat, a hazardous material, is not included in the list of hazardous chemicals stored on-site. LIGHTING IMPACTS L-1. The DEIS does not include a meaningful photometric analysis. No isolux contour diagram showing areas of equal illuminance has been prepared. No comparison of existing and post-construction conditions is included, making it difficult to evaluate the degree to which light emissions will increase. L-2. Lighting impact questions unaddressed in the DEIS include: will an increase in light levels be visible from adjacent properties and other properties within the Project's undefined viewshed? To what extent will sky glow be increased by the new/additional lighting .associated with the Project? Will residences with views towards the Project (including those on the east side of Mattituck Inlet) have night-time views of the new storage buildings, or altered views of existing marina facilities, as a result of the new lighting? L-3. The DEIS has not adequately addressed potential lighting impacts to wildlife.The DEIS concludes that Project lighting will not adversely impact wildlife. This is supported only by the statements that the "proposed lighting shall be dark skies-compliant" and that "downward directed lighting [will result] in no increase in light levels beyond the limit of the proposed buildings, access roads, and parking surfaces." No data supporting this is included in the DEIS. MARINE TRAFFIC IMPACTS MT 1. Although required, the DEIS contains no information relating to how boat wakes possibly generated by yachts arriving and departing the Project site could affect marsh areas or coastal erosion. MT 2. The conclusion that the Project will not substantially increase vessel traffic within Mattituck Creek is based on the assumption that existing traffic on any given day is always at peak levels; that project-related traffic will add to existing traffic volumes during the summer peak; and that the project- related vessels adding to existing traffic are similar in characteristics to the average vessel currently traveling on Mattituck Creek. None of these three assumptions-is valid. MT 3. The DEIS has not addressed how the Project would impact kayakers and paddleboarders.. NOISE IMPACTS. The Planning Board found that the original DEIS did not'adequately address noise issues. In the revised Acoustic Report, 15 of the 18 tables show greater noise levels.This raises questions about the reliability of the new data and how it is used, to evaluate Project noise impacts. No explanation for these significant changes in modeled ambient noise conditions is provided. � 6 N-1. Noise monitoring locations selected to establish ambient conditions were poorly chosen,and the time of year during which data was collected was inappropriate. N-2. The noise analysis failed to include all equipment types that will be used during Project construction and relies on generic equipment noise levels rather than noise levels associated with specific makes and models of equipment. N-3. Construction noise levels during several phases of construction have been underestimated. N-4. Sound levels at some residences along the Project truck route are higher than recommended by the NYSDOT. N-S. Some nearby residences will be subjected to increased noise levels deemed "very objectionable to intolerable" by the NYSDEC and in some cases, higher than allowable by Southold Town Code. N-6. The DEIS conclusion that the Project will have no significant adverse impacts to Mill Road Preserve has no basis in fact. N-7. The DEIS never considers if or how Project-generated noise will impact wildlife. There is no mention of potential noise impacts to types of fauna, other than birds, such as large and small mammals r and reptiles. N-8. Language in the December 2021 version of the DEIS has not been revised to address the Planning Board's concerns about the inadequacy of the Applicant's proposed noise mitigation measures. N-9. Compliance with the noise regulations in Southold's Town Code is not"mitigation',as claimed. N-10. The DEIS does not include required protocols for monitoring of the noise level during construction. PROJECT SCHEDULE CONCERNS PS-1. The DEIS contains conflicting and confusing information concerning the start dates for each phase of the Project(clearing,excavation,construction) and the duration of each phase. PS-2. The Planning Board notes in its review of inadequacies in the December 2021 version of the DEIS, that the DEIS did not adequately address how potential weather and task delays would be addressed. The revised DEIS has not meaningfully addressed this concern. PS-3. If the Project start is delayed, or Project phases are not completed as planned, construction traffic could extend into the summer and fall peak-traffic seasons, resulting in an even greater environmental impact. SEA LEVEL CHANGE. The DEIS uses cherry-picked and manipulated data to downplay the potential effects of sea-level and groundwater rise on the Project. SL-1. The DEIS has underestimated the risks of tidal flooding by using a "medium" projection for sea level rise, rather than a more conservative "'high-medium" projection or worst case "high" projection (30-inch rise), representing a "worst-case"scenario. 17 SL-2. Graphics in the DEIS showing projected flood risk onto existing topography, fail to take into account that the new structures—both the storage buildings themselves and the Travelifts used to bring boats up from the water—will be at substantially lower elevations above mean sea level than they are at present. SL-3. The DEIS understates the risk that rising groundwater levels may pose to the Project, especially in relation to the minimum required separation from sanitary system outflows. SL-4. The DEIS has not accurately assessed how climate change will contribute to future increases in precipitation. It uses cherry-picked precipitation data to indicate that annual precipitation levels are decreasing, when the opposite is true. This has compromised all of the climate-change modeling done for the Project, including changes in groundwater levels over time. SLOPE STABILITY SS-1. The DEIS has not adequately addressed slope stability concerns. It includes no discussion of methods to minimize the possibility of slope failure. Instead, it merely concludes that there are no slope stability concerns,and that adjacent properties will therefore not be affected. SS-2. The.DEIS notes that the Project's Evergreen retaining wall will have "a safety factor of greater than 2.0, with 1.5 being the code minimum." However, no information is included in the DEIS concerning the safety factor of the bare slope that will be exposed for an extended period before the retaining wall is constructed. SS-3. The DEIS does not, as required, discuss "the impact of timing in between each phase, the threat of catastrophic soil loss and erosion if there is a pause in the project schedule due to weather or other event . . :' It does not discuss the "potential catastrophic failure of the retaining wall, in whole or in part and the effect on adjacent properties." SOILS. The DEIS does not properly or adequately describe the soils in the Project area. S-1. Data in the DEIS suggests that tidal marsh soils may be present within the footprint of at least one of the proposed storage buildings. This material poses engineering constraints and may require additional excavation and backfill to support the weight of the construction.The DEIS does not include a plan for addressing this contingency. S-2. The DEIS assumes—possibly incorrectly--that large portions of the Project Area consist of dredge spoil deposited by the Army Corp of Engineers. S-3. If large quantities of dredge spoil are present, the DEIS fails to consider that they may be contaminated. The very limited chemical testing performed is not adequate to determine if a hazard risk does or does not exist. WATER SUPPLY. The DEIS leaves some unanswered questions about the water supply to the site and overstates the potential benefits of its proposed water line extension. WS-1. The Suffolk County Department of Health.Services raised questions about the adequacy of the water supply to the Project.The DEIS states that"consultations with the SCDHS are ongoing." 18 I WS-2. The DEIS identifies 31 properties that could potentially connect to public water supply as a benefit of the Project's proposed water-main extension.The actual number of properties (other than the Project site)that would realistically be able to connect is two—one of which is owned by the Applicant. W-3. The proposed water line is not actually part of the Project.According to public statements made by the Applicant, he has already contracted with the Suffolk County Water Authority to install the line, and has stated that construction is scheduled for May 2023. Any public benefit resulting from the installation of the water line is not a benefit that can be attributed to the Project. W-4. "The proposed application is subject to a SCDHS Board of Review variance to vary the design flow factor for the storage buildings to consider employee usage rather than building area:' This is a contradiction of information being distributed by the Applicant which states that "No Variances are Required." AIR QUALITY IMPACTS.The air quality analysis employed a number of questionable, and likely incorrect, assumptions to estimate air quality impacts from on-road mobile emissions during the construction phases of the Project. AQ-1. The air quality analysis has employed an incorrect vehicle type as a basis for much of its emissions modeling, assuming that vehicle types contributing to emissions will be passenger cars, passenger trucks, and single unit short-haul construction vehicles. The vast majority of Project construction vehicles will be 22-wheel tractor-trailer haul trucks. AQ-2. The DEIS has underestimated the number of Project Vehicle Miles Traveled (VMT) a key r component in estimating impacts from mobile emission sources such as the Project haul trucks. AQ-3. The DEIS indicates that supplemental planting will mitigate carbon stock loss. This is very misleading as it assumes that the trees that will be lost are equivalent to the trees that will be planted. They are not. It is inappropriate to measure net carbon sink loss by merely measuring the net change in the number of trees. AQ-4. The DEIS suggests that hard-clam farming presently occurring on the Project parcel should be considered carbon stock loss mitigation for the Project. However, this activity is part of existing conditions at the Project parcel. It cannot be considered Project mitigation. AQ-5. The DEIS does not address the potential for fugitive dust to impact nearby residences, particularly those in close proximity to the proposed haul road. AQ-6. The DEIS has failed to accurately calculate or explain the degree to which PM2.5 (very small particulate matter of special concern because of its potential to damage lung tissue) will be generated by Project-associated vehicles. AQ-7. The DEIS incorrectly states that the Project will create no new stationary emission sources. The burning of large quantities of propane to heat the proposed storage buildings will contribute to greenhouse gas emissions. CULTURAL RESOURCES/HISTORIC PROPERTIES 19 CR-1. Vibration from Project truck traffic is likely to damage both Old Mill Inn, and the Old Water Tower at 3380 West Mill Road. The State Historic Preservation Officer (SHPO) has determined both are eligible for the State and National Registers of Historic Places. CR-2. The SHPO has requested a Construction Protection Plan be prepared. The plan in the DEIS is inadequate and includes no meaningful protocols for protecting historic properties or mitigating damage that might occur. It does not address potential impacts to the Old Mill Inn. The SHPO has not reviewed the plan proposed in the DEIS. CR-3. The inventory of historic properties that could be affected by the Project was not properly conducted and is incomplete. CR-4. The DEIS significantly underestimate the potential for traffic-induced vibration damage to historic structures along the Project truck route in Southold and Riverhead. CR-5. The DEIS fails to evaluate the historic significance of the Jackson Water Tower or.consider if or how it would be visually impacted by the project. CR-6. The archeological survey of the Project site failed to properly characterize or evaluate a potential historic period archeological site in the Project area. ALTERNATIVES ALT 1. The DEIS relies on a one-page consultant's letter, reporting second-hand information, as the basis for rejecting the use of barges rather than trucks to remove sand from the Project site. It does not consider the use of smaller and shallower draft barges to remove the sand. ALT 2. The alternative routing plan using Bergen Avenue for some truck traffic does not reduce traffic impacts as claimed. It actually increases the number of affected households. ALT 3. The DEIS never considers the fact that the Applicant has indicated in other venues, as early as February 8,2020 and as recently as April 15, 2023, that both storage buildings may not be built at the same time,or that the second building may never be built. ZONING Z-1. The existing zoning map on which the Project relies, shows an incorrect location for the boundary between the M-II (Maritime II) and R-80 (Residential) portions of the Project parcel. The correct location for this boundary is several hundred feet west of that shown per the last recorded metes and bounds in the Town files. This places the Project on the R-80 portion of the parcel, where it would not be permitted. Z-2. The Project's"temporary" haul road has become a permanent emergency access road, although it will not provide access to the new storage buildings. As a component'of a commercial facility, it may not be allowable in an R-80 zone. VISUAL IMPACTS. The visual impact assessment included as part of the DEIS was not properly prepared, is rife with errors, and fails to properly depict both existing and proposed views. It cannot be used as a basis for evaluating the visual and aesthetic impacts of the Project. 10 V-1. The DEIS does not properly define either the Project's zone of visual influence (ZVI), or its viewshed. The procedure used to define the area visually impacted by the Project does not conform established methods. V-2. The DEIS fails to adequately identify all potentially impacted visually sensitive receptors as called for in the DEIS scope. Many residences that currently have views of the Strong's Yacht Center ("SYC") and/or will have views of the completed Project have not been included in the visual impact analysis. V-3. The DEIS fails to properly assess how post-construction views of the Project will be different from existing views. Inaccurate architectural renderings, rather than photographs, have been used to depict existing conditions. Photos supposedly from the same locations as the renderings show views very different from those in the renderings. V-4. The architectural renderings which reportedly depict post-construction views are not true photosimulations. They have not been prepared in accordance with accepted methods used to assess visual impacts and present highly inaccurate depictions of post-construction views. V-5. Existing views of a vegetated hillside will be replaced by views of a massive concrete retaining wall,which will last for years. LWRP CONSISTENCY. The Project is not consistent with any of policies in Southold's Local Waterfront Revitalization Plan. The DEIS sets forth misleading or incomplete information and analyses in an attempt to demonstrate the opposite. Some instances are noted below. More complete and detailed information is included in the attached main body of comments. LW-1. The removal of 5.51±acres of the existing forested land including more than.600 large trees,and moving the existing tree line back approximately 500± feet, is not consistent with LWRP Policy 1 to preserve open space. LW-2. Project haul truck traffic endangers historic structures along the entire truck route. This not consistent with LWRP Policy 2 calling for the preservation of historic structures. LW-3. The Project is not consistent with LWRP Policy 3 calling for the enhancement of visual quality and the protection of scenic resources. LW-4. The DEIS acknowledges that the Project will impact the forest edge. It does not indicate that this a reference to the Town-owned Mill Road Preserve. The Project is not consistent with LWRP Policy 6 which calls for the protection and restoration of the quality and function of the Town of Southold's ecosystem. LW-5. The Project includes a new emission source (unmentioned in the DEIS) which will burn propane to heat the new yacht storage buildings. It does not address the impact of burning thousands of gallons of diesel oil by Project haul trucks. The Project is inconsistent with LWRP Policy 7 which calls for the protection and improvement of air quality in the Town of Southold. LW-6. The Project location is not suitable from an environmental perspective. The Project is inconsistent with LWRP Policy 10 calling for the promotion siting of new water-dependent uses in "suitable" locations. � 11 COMPREHENSIVE PLAN CONSISTENCY.The Project conflicts with many of the goals in the Southold Town 2020 Comprehensive Plan. Some instances are noted below. More complete and detailed information is included in the attached main body of comments. CP-1. Chapter 7 of the Comprehensive Plan sets as a goal to "promote economic development that ensures an adequate base without compromising the unique character of the town." The DEIS exaggerates the economic benefits of the Project. It overestimates the tax revenue it will generate and does not adequately describe the nature of the 11 jobs it claims will be created. CP-2. The Comprehensive Plan recommends steps to "preserve, encourage, and continue to support existing and future maritime uses as an important business sector within the Town's economy."The DEIS claims the Project will advance that goal, but it fails to explain how a warehouse for boats which will make one round trip to and from Long Island Sound each year will do anything for the Town's economy. On the contrary, the Comprehensive Plan notes that although "the Inlet is historically tied to the commercial offerings of Love Lane and surrounding areas ... the connections are underutilized. Few boaters make it as far as Love Lane, especially out-of-towners."The location of the Project, closer to the mouth of the Inlet than the head, will do nothing to advance that goal, especially as these boats will largely be "delivered" by a captain, not a boatload full of potential consumers. CP-3. Chapter 5 of the Comprehensive Plan establishes as Town-wide goals the protection of "scenic resources, cultural resources, and natural heritage." The Project will have a large visual impact on a key scenic resource of the Town and especially the hamlet, namely the view from the water and across the water of Mattituck Inlet. It will greatly degrade the experience of visiting one of the natural heritage treasures of the Town,the Mill Road Preserve,which it directly abuts. CP-4. Chapter 6 of the Comprehensive Plan establishes goals of "protect[ing] groundwater quality" and "adapt[ing] to the effects of climate change and rising sea levels." The DEIS uses cherry-picked data to downplay the potential effects of sea-level and groundwater rise on the Project. CP-S. Chapter 6 of the Comprehensive- Plan establishes a goal of "protect[ing] upland habitat and trees." Clear-cutting 5.51 acres of forested hillside, resulting in the destruction of more than 600 mature trees and an undetermined number of younger trees, and the removal of a natural hillside and its replacement by a concrete retaining wall are obviously incompatible with this objective. CP-6. Chapter 5 of the Comprehensive Plan acknowledges the importance of maritime industries to the character and economy of the Town, establishing objectives of"protect[ing] the character of historic agricultural and maritime areas by maintaining appropriate scales of development, intensity of use, and architectural style" and "preserv[ing] and encourag[ing] traditional uses defining the agricultural and maritime character of the area." It specifies under this category "fishing-related industries, marine trades, marine biology, marinas, recreational boating support uses, and related uses." While the Project broadly fits under that description, it does nothing to enhance the maritime character of the Town, the Hamlet, or the Inlet, which historically were built around commercial and sport fishing and small-boat recreation by local residents — not servicing multi-million-dollar yachts. The Project will consist of two enormous sheds with no visual appeal or interest or obvious maritime function; its presence will do nothing to enhance the maritime character of the Town, any more than an Amazon warehouse on the same location would do. ECOLOGY IMPACTS 12 E-1. Total removal of 5.51 acres of upland forest, including cutting down 634 trees and the destruction of the associate wildlife habitat is not, as described in the DEIS, "forest disturbance," it is forest/habitat destruction. E-2. A total of 634 mature trees with heights up to 80-feet, and an average diameter of 12.8-inches, plus an unknown number of smaller trees, will be cut down. This is almost all of the trees in the Project Area. E-3. The forest ecosystem of the Project parcel,together with the contiguous Town-owned Mill Road Preserve, is the last relatively large block of native forest supplying clean groundwater to Mattituck Inlet that has not been converted to farmland or interrupted by residential and commercial development, with their attendant sanitary system and stormwater impacts. E-4. By conflating the 38-acre project "site" with the 6.5-acre Project Area, the DEIS and the ecological report mischaracterize the land use history of the Project area, and inaccurately describe the relative disturbance of hardwood forest vs successional scrubland. E-5. Planting 714-5-foot-high pitch pine trees within a 0.63-acre planting area just beyond the top of the proposed Evergreen retaining wall (and donating to Southold 50 1-inch caliper trees in 10-gallon containers) is not adequate mitigation for destroying 5.51 acres of mature forest. E-6. The destruction of 5.51 acres of forest will create new forest edges resulting in an "edge effect" affecting more than 8 acres of forest in areas beyond the limits of the Project Area, including the Mill Road Preserve. Edge effects include higher ambient light levels, air and soil temperatures, and wind speed; and lower relative humidity and soil moisture. These changes foster proliferation of invasive plant species. E-7. The 27-acre Town-owned Mill Road Preserve abuts the southwest corner of the Project land parcel. The DEIS ignores the fact that edge effects impacting the Preserve will not be limited to a small part of the Preserve as claimed. There is no way that the Project will not dramatically and permanently diminish the qualities of the landscape and the area specifically prized and valued by the Town of Southold. E-8. The DEIS uses inaccurate, incomplete and or misleading data to evaluate the immediate and long-term threats posed to the bird population on the Project site, and the surrounding area including the adjacent Southold Town-owned Mill Road Preserve, and Mattituck Creek. E-9. The DEIS fails to adequately address potential Project impacts to threatened and endangered species, including Peregrine Falcons, Bald Eagles, Piping Plovers, Northern Long-Eared Bats, and Eastern Box Turtles. The DEIS does not propose adequate, or in some cases viable, mitigation to address these impacts. E-10. The DEIS makes no mention of an irrigation or maintenance plan for either the proposed 0.63- acre planting area, or the proposed Evergreen retaining wall. SMI's more detailed comments are attached. The issues and concerns in these comments must be addressed in any Final Environmental Impact Statement prepared by the Planning Board. SMI believes 13 that the revised DEIS, as submitted, is so defective that its deficiencies cannot be easily remedied without extensive further study and investigations. If the Planning Board is forced to rely on the information and analyses in this DEIS alone, it must conclude itsl SEQRA responsibilities with a negative findings statement and a denial of the proposed Project. I Sincerely, SAVE MATTITUCK INLET I I I Anne Sherwood Pundyk Stephen Boscola Co-Chair Co-Chair I I I I I I I i I i i I 114 i I r _ r ' r Westermann, Donna From: Anne Sherwood Pundyk <annesherwoodpundyk@gmail.com> Sent: Thursday,August 7, 2025 12:24 PM To: Sakarellos, Elizabeth;Westermann, Do entes, Kim Subject: Comments on Strong's West Mill, LL #8027 Attachments: Anne Sherwood Pundyk comments August 7 ZBA.pdf, COMMENT LETTER INTRO 02(2).pdf Dear Chairperson Weisman and Members of the Board, Please consider my attached comments and a reference document on the DEIS on the Strong's West Mill, LLC #8027 under consideration. Thank you, �eCen/�d Anne Sherwood Pundyk AUG 0 7 2025 (917) 612-1863 Zoning Boaro 01 Appoa? Anne Sherwood Pundyk annesherwoodpundyk.com @an ne.sherwood.pu ndyk Artsy urin Review of Sarah Sze at Landcraft: East End Beacon, "Art at Nature's Edges, Reflecting our Impact," Anne Sherwood Pundyk,July 11, 2025 Press: East End Beacon, "Beneath the Surface of an Artist's Life," Beth Young, March 6, 2025 Essay: "The Midwestern Roots of My Art" ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 August 7, 2025 � Received Town of Southold Zoning Board of Appeals 54375 Main Rd AUG ® 7 2025 P.O. Box 1179 Zoning Board of Appeals Southold, NY 11971 Re: Strong's West Mill, LLC #8027 Dear Chairperson Weisman and Members of the Board, I am Anne Sherwood Pundyk and I live at 1185 West Mill Road in Mattituck, which is less than a mile from the the Strong's Marine Yacht Storage Warehouse project. I am a co-chairperson of the Steering Committee for Save Mattituck Inlet which I helped found five years ago. Save Mattituck Inlet is a community group who came together through our shared concerns over the potential impact of the planned Strong's Marine Yacht Storage Project. Together, we found a larger purpose to ensure that the community's voice is active in the oversight of development of and around the Inlet by advocating for transparent and responsible development that considers the impact on the economy, the ecology and the local quality of life. While the developer has recently submitted a second, revised version of the project, the irreversible, negative impacts to the environment and the community remain. Moreover, the developer has consistently attempted to disembody the proposed construction from the land and our community. The most recent examples can be found.on Page 2 of the Area Variance Application in item Number 1, he states that the building will not produce an undesirable change in the CHARACTER of the neighbor[hood] or a detriment to nearby properties if granted. Also, on Page 2, Number 4 he asserts in response to the statement that "The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because, "When erected the building, in and of itself, will not cause physical or environmental harm." I would like to remind the Zoning Board that in 2020 the Town of Southold Planning Board made a positive declaration of significance for this project and it was the subject of an extensive environmental review under the New York State SEQRA laws. Our group's efforts resulted in historic levels of community participation in the review by Southold Town. Hundreds of.people attended and spoke at the public hearings and more than 1,000 pages of comments were submitted on the project's Draft Environmental Impact Statement (DEIS). The overwhelming majority of comments were in opposition to the project and pointed out the flaws, omissions, and inaccuracies of the DEIS. I am submitting with this statement, the cover letter.from our organization that summarizes the innumerable negative impacts of this project. This week the Southold Town Planning Board is considering how to move forward on the SEQRA review of the revision to the proposed project. The Final Environmental Impact Statement was completed in May 2024. It says, "The conclusions presented in the FEIS represent the Lead Agency's assessment of the significant environmental impacts that will result from the implementation of the Proposed Action. More specifically, the FEIS highlights he impacts that have been identified in the DEIS and that are not able to be avoided or minimized to the maximum extent practicable, and cannot be mitigated to the maximum extent practicable, including construction traffic and the noise and tract impacts it will induce." With respect to the excavation required to be done before any construction the FEIS states that, "The cutting and excavation proposed here would replace a resilient natural bluff well rooted mature forest and reduce the existing elevation by approximately 40 feel, creating a bowl at approximately 10 feet Above Mean Sea Level that would be susceptible to storm surges. This has the potential to create flooding concerns and is antithetical to the intentions of costal resiliency and flood protections." The latest proposal does nothing to mitigate any of these issues. I know that today you are looking at the height of the building, which is y�l problematic on its own, but I don't see how you can consider it disassociated from the rest of the project or make a judgement while the whole project is under SEQRA environmental review. Under no circumstances should any variances be granted on this property, especially while a SEQRA process is underway and the Town Board is examining zoning throughout the Town. Thank you, Anne Sherwood Pundyk 1185 West Mill Road Mattituck, NY 11952 annesherwoodpundyk@qmail.com (917) 612-1863 BOARD MEMBERS ��fjf S0!/Tyo Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road• P.O.Box 1179 Patricia Acamporai( [ Southold,NY 11971-0959 Robert Lehnert,Jr. Office Location: Nicholas Planamento 'j0 �� Town Annex/First Floor Margaret Steinbugler `yMUM 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 MEMO TO: Planning Board MAY 2 2 2025 SOU FHOLD TOWN FROM: Leslie K. Weisman, ZBA Chairperson PLANNING BOARD DATE: May 22, 2025 SUBJECT: Request for Comments ZBA 8027 Strongs West Mill, LLC The ZBA is reviewing the following application. Enclosed are copies of Building Department's Notice of Disapproval, ZBA application, current map on file. Your review and comments are requested at this time. The file is available for review of additional documentation at your convenience for reference if needed. APPLICANT Strongs West Mill,LLC TAX#ZONE DIST 106.-6-13.4 ZBA# 8027 HEARING DATE Thursday August 7th, 2025 CODE SECTION DATE OF STAMPED SURVEY/SITE PLAN Last revised April 8, 2025 PREPARER OF SURVEY/SITE PLAN Young Associates Thank you. Encls. BOARD MEMBERS ��OF s0UTyo Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l0 53095 Main Road•P.O. Box 1179 Patricia Acampora. Southold,NY 11971-0959 Robert Lehnert,Jr. Office Location: Nicholas Planamento �Q Town Annex/First Floor Margaret Steinbugler OliyC�U 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 March 9, 2026 Charles R. Cuddy Attorney at Law P.O. Box 1547 Riverhead,NY 11901 Re: ZBA Application#8027 Strong's West Mill, LLC, 3430 Mill Road, Mattituck SCTM No. 1000-106-6-13.4 Dear Mr. Cuddy; Enclosed is a copy of the Zoning Board's March 5, 2026 Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above referenced variance application. Sincerely Kim E. Fuentes Board Assistant cc: Building Department Planning Department Q r BUILDING HEIGHT CALCULATION PER SECTION 280-4 OF SOUTHOLD TOWN CODE (AMENDED 10-18-22): a THE VERTICAL DISTANCE MEASURED FROM THE VERA GE ELE VA TION OF THE EXISTING NATURAL GRADE ADJACENT TO THE BUILDING,BEFORE ANYAL TERA TION OR FILL, TO THEHIGHESTPOINT OF THE ROOF FOR FLA T AND MANSARD ROOFS,AIVD TO THE HIGHEST POINT OF THE RIDGE FOR SLOPING w O AND OTHER TYPE ROOFS. AVERAGE ELEVATION OF EXISTING NATURAL GRADE BEFORE ALTERATION: a 0 Q AREA OF PROPOSED BUILDING ABOVE EXISTING NATURAL GRADE AT PERIMETER WALLS=25,144 SQ.FT. z (NORTH ELEV. +SOUTH ELEV.+EAST ELEV.+WEST ELEV. =TL PROPOSED BUILDING ABOVE EXISTING NATURAL GRADE a a 5,665 SQ.FT.+ 11,368 SQ.FT. +3,205 SQ.FT. +4,906 SQ.FT. =25,144 SQ.FT.) o z � o Q d PERIMETER OF PROPOSED BUILDING= 1,042 LIN.FT. NORTH SIDE+SOUTH SIDE+EAST SIDE+WEST SIDE =PROPOSED BUILDING PERIMETER ~ _� 35 LIN.FT.+335 LINTT. + 186 LIN.FT. + 186 LIN.FT. = 1,042 LIN.FT.) z AVERAGE HEIGHT ABOVE EXISTING GRADE AT PROPOSED PERIMETER: 25,144 SQ.FT./ 1,042 LIN.FT. =24.13 FEET PROPOSED BUILDING AREA � Wtu 10 HEIGHT OF PROPOSED BUILDING PER TOWN CODE=24.13' ABOVE EXISTING NATURAL GRADE Q HEIGHT ALLOWED PER TOWN ZONING TABLE(280,ATTACHEMENT 4)=35' = 11366 sQ.F'T. w a o � � AVERAGE EXISTING GRADE AT PROPOSED PERIMETER(IN DATUM):EL.45.66+ 10.00-24.13=31.53' o � o z � Q If ilpliwilpmiliQlT ROPOSED BUILDING AREA ELOW EXISTING NATURAL GRADE a Q 1,�81 sQ.FT a z PROPOSED EXIST.NATURAL GRADE LINE PROPOSED U 3 GRADE®EL. 10.0' J U GRADE•EL 10.0' a 3 J a m u 335-0" Q > N � Ill W PROPOSED SOUTH ELEVATION OF BOAT STORAGE BUILDING o SCALEA:20 a A a w EXIST. N TURAL GRApE LINE PROPOSED BUILDING AREA ABOVE EXISTING NATURAL GRADE = 5b65 SQ.FT. ROPOSED BUILDING AREA BELOW EXISTING NATURAL GRADE IS 40 SQ.FT, 021T =11-TTA PROPOSED GADE PROPOSED ROPOS11 ED FIN.FL EL m 10.0' GRADE•EL 10.0' GRADE m EL. 10.0' 335'-0" PROPOSED NORTH ELEVATION OF X BOAT STORAGE BUILDING % 4 SCALE: 1:20 Uj LL 01 W cn O uJ _ r Y = �Q X }- O 3 � z � o %ova-, Ul M p" UTOP U1 OF RIDGE-55.66'(IN DATUM), SEP , 5 202 2.0 12,0 p 24.13'ABOVE AVERAGE EXISTING NATURAL GRADE 0eq��/� N /dry pp O.T5� O.T5 z 0 120 O.T5 cj . i EAVE HEIGHT Ju U ^ 0 z � PROPOSED a Q o OVERHEAD DOOR a PROPOSED BUILDING AREA OPENING PROPOSED BUILDING AREA o S o ABSOVE EXISTING NATURAL GRADE ROPOSED BUILDING AREA =JL—JL:TRE I M=j I 11� MillABOVE EXISTING NATURAL GRADE a�, a . 3205 SQ.FT. FLOW EXISTING NATURAL GRADE TFFTT MMZ�M�-Z""' SQ.FT, o 4,�61 SQ.FT. k"4TUR,y �-'� w AVERAGE EXISTING GR 4DE m E C/NETMM PROPOSED BUILDING AREA BELOW EXISTING NATURAL GRADE � • 3,060 SQ.FT. GRp�pE 1�N� PRO JECT: N STRONG'S MARINE PROPOSED PROPOSED GRADE m£L. 10.0' PROPOSED FIN. FL EL m 10.0' GRADE m EL. 10.0' PROPOSED PROPOSED PROPOSED STORAGE BUILDING GRADE m EL. 10.0' ROPOSED FIN. FL EL m 10.0' GRADE•EL 10.0' 186'-0° I86'-0" PROPOSED WEST ELEVATION OF PRO)POSED EAST ELEVATION OF BOAT STORAGE BUILDING B30AT STORAGE BUILDING SCALE: 1:20 SCALE: 1:20 [GRADE PLANE CALCULATION SEAL&SIGNATURE DATE: 9-25-24 OF /.,�; !.,� PROJECT No: 180016 x� _ DRAWING BY: DC CHK BY:JTB m �, DWG No: m w A- 103 ,00 o CADD FILE No: 3 of 3 180OXX - i tu O Received 3 MA' 2 `2 2025 0 a Boas or AppealS � Zoning 3 = Q tl) 2 � V' w W 3 x w LL a m m m m m m m m m u O FL j Qtu n a p z 0 z w in g t �Q IN PROP08ED GRACE AT E_ Q E 10.0 YY Z Q Otu O w 1L in CIAn PROPOSED NORTH ELEVATION OF N w a (Q L BOAT STORAGE BUILDING IY r 7 STRONG'S MARINE m m m m m m m m I IE PROPOSED GRADE AT ELE 10.0 PROPOSED SOUTH ELEVATION OF BOAT STORAGE BUILDING STRONG'S MARINE U n� i� X • cm OrrK i— m O `4 xlu O O lU TOP OF RIDGE(ME i MEAN ROOF HEIGHT I T EAvE HEIGHT fI ®®®® im ;AT STORAGE BUILDING STRONG'S MARINE o ` 1111111111 ED11 111111 M111111111111 1111111 20'11 'A'W X 35'H HEAD DOOR " PROJECT: 186'0" STRONG'S MARINE PROPOSED WEST ELEVATION OF PROPOSED STORAGE BUILDING PROPOSED EAST ELEVATION OF BOAT STORAGE BUILDING BOAT STORAGE BUILDING STRONG'S MARINE STRONG'S MARINE BUILDING ELEVATIONS SEAL&SIGNATURE DATE: 9-25-24 PROJECT No: 180016 DRAWING BY: DC CHK BY:JTB DWG No: - 101000 07 4g3 CADD FILE No: ..._: 180016 1 of 3 v Zoning 'tidal c� �� r{i''oals Lu w W Z� !1J J U Ill a N N p z m Q a m w Q 8 cl o ° � �' c a � � EXIT EXIT BOAT STORAGE BUILDING EXIT 3'6" X 110" 3'6"X 1'0" STRONG'S MARINE 3'6"X 1'0" Al FLOOR AREA"62,310 SQ.FT, OCCUPANCY CLASSIFICATION•SI(DRY BOAT STORAGE) OCCUPANCY.I PER 500 SQ FT GROSS•125 PEOPLE BUILDING IS SPRINKLERED MAX TRAVEL DISTANCE ALLOWED•250 FEET NUMBER OF EXITS REQUIRED"2 O NUMBER OF EXITS PROVIDED"13 F r MIM PLUMBING FIXTURES REQUIRED: x MALE-I PER 100 FEMALE-I PER 100 PROVIDE 2 UNISEX ADA BATHS 0 o UF^ 2 a X M s S � X ., 3 ^ v � LU r V � M � �t 0 ly- X ' ^ r lu r ma � �Q X }-Na O ' tq z O X � tu a LL lu EXIT EXIT EXIT 3.61,X 110" 3'6"X TO 3'6"X 1'0" i PROJECT: STRONG'S MARINE PROPOSED STORAGE BUILDING 1 FLOOR PLAN SEAL& SIGNATURE DATE: 9-25-24 PROJECT No: 180016 P1EUV y0Ro. DRAWING BY: DC atjT CHK BY:JTB �a r{ DWG No: �a co n v . t A- 102,00 0 "0, • _ r,�� CADD FILE No: 2 of 3 180016 Received � `a W L�� MAY 2 L 2025 Zoning Board of Appear w n u 0 a 0 �i TOP OF RIDGE•51,15 (IN DATUM).2{3 ABOVE AVERAGE EXISTING GRADE �ry w w d w LL a O F= U z w n _N A`JAGE EXISTING GRACE!ELE 33. Lu 51') -----------•-------------------------------------••••--•-----......-..-.•-••••.--.....•- ------------.-.••.•.•..-. ~ du Z ARREA.12,322 SQ. FT, Lu U Q L p0. � EXISTING GRADE LINE Q --------------- ----------------------------------------------------------------------------------------------------------------------------------------------------- -- . - ------------------------------------------------------------------------------------------------------------------------------------------------------------------- > 8 PROPOSED GRADE AT ELE IO.O z w w a o IL In PROFSIFD)SOUTH ELEVATION OF BAT STORAGE BUILDING w STf<RONG'S MARINE GRADE PLAN CALCULATION PER SECTION 280-4 OF SOUTHOLD TOWN CODE(AMENDED 10-18-22)• AREA OF PROPOSED BUILDING ABOVE EXISTING GRADE AT PERUMETER WALLS•23,416 SQ, FT, PERIMETER OF PROPOSED BUILDING•1040 FEET AVERAGE EXISTING GRADE AT PROPOSED PERIMETER•23,416 SQ.FT,/1040 FT.•22.52 FEET BELOW PROPOSED RIDGE PROPOSED RIDGE HEIGHT•ELE 24,24(AS DEFINED BY SECTION 2280 OF SOUTHOLD TOWN CODE) AVERAGE EXISTING GRADE(IN DATUM)•51,15-22,52•35,05' TOP OF RIDGE•51.15'(IN DATUM),.rZ4'ABOVE AVERAGE EXISTING GRADE AREEEA•2,125 SQ,FT, W m 0 U EXISTING AJACENt GRADE(ELE 41.9') EXISTING GRADE LINE 3 m U --------------------------------------------------------------•----------------------------------- •------ x .- Z U ----------------------------------------------•-..----•----------------- ---------------------------•-------••-- -----------------••------------•--------------------•----••------•••--••--------------------------------------•.-_-_ EXISTING ADJACENT GRADE(E1E 45.8') Bzaz dew 0 m IL IL ------- AVERAGE;ISTING GRADE(ELE 33.517 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- AREEA•12,511 SQ.FT, PROPOSED GRADE(ELE 10.0') PROPOEED NORTH ELEVATION OF E>AT'STORAGE BUILDING STFRONG'S MARINE U x w o u1 � ^ r A �Q x � � ° O TOP OF RIDGE•51,15'(IN DATUM),24.24'ABOVE AVERAGE EXISTING GRADE / Cq Cq TOP OF RIDGE•31.15'(IN DATUM),24.24'ABOVE AVERAGE EXISTING GRADE Q O EAVE HEIGHT EAVE HEIGHr EXISTING ADJACENT GRADE(ELE 41.9') EXISTING ADJACENT GRADE(ELE 45,87 �m 43 CI�Ul --------------- - - Fk/STING GRAD 0 ~ p(ISTING GRADE LINE _ - F 11NE a - - V GE EXISTING GRADE(ELE 33.517 --- -.- AVERAGE EXISTING GRADE IEL 33.51 7 ' _ •------------------------------- -------------- -•••----•----------------------------------.-a,..-ate -----------------------------------------------------------•••.-----•--------------------------•--------------- ----• •--------------- E-----••----------- ------ -------- _- ----•__ ------------------------....------_ ------------- .... ------------- -.-..••---•----....•-----.-...----•---...•.-•--••.-....-••-..•••_ _•--. AREA 4,116 SQ, FT, JARREA•3,653 SQ FT, - . � OVERHEAD DOOR OPENING EXISTING ADJACENT GRADE(ELE I�57 ARE4•4,393 SQ,FT. AREA•3,330 SQ,FT, - -- PROPOSED GRADE(ELE 10.0') - SED GRADE(ELE 10.0') PROPOAF!n GRADE(ELF le)Q-) PROPOSED GRADE(ELE b.0) PROJECT: EXISTING ADJACENT GRADE(ELE 9.5) I —PROPOSED EAST ELEVATION OF STRO]NG'S MARINE PROPOSED STORAGE BUILDING STORAGE BUILDING STRONG'S MARINE PROPOSED EAST ELEVATION OF BOAT STORAGE BUILDING STRONG'S MARINE GRADE PLANE CALCULATION SEAL&SIGNATURE DATE: 9-25-24 r r PROJECT No: 180016 C� � DRAWING BY: DC ,j CID �c� '� CHK BY:JTB u� DWG No: ( r- 1. LU j f 1 ` 0 t AL- 103 ,00 0 493 �J�J CADD FILE No: 3 of 3 180OXX (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA71ON )DISTANCES SHOWN HEREON FROM PROPLRTY LINES TO EXISTING STRUCIURES ARE T`SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABUS PROPERTY LINES OR FOR ERECRONI 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 VAUD 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 COW :OVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGP' I OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRAN!ERABLE TO ADDITIONAL INSTITUTIOMIS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)A CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS N 400 Ostrander Avenue, Riverhead, New York 111101 T tel. 631.121.2303 fax. 631.121.0144 l� admin®youngengineering.com Howard W. Young, Land Surveyor IIn V) P y Thomas G. Wolpert, Professional Engineer sssional Douglas neer E. A Aeaver,Land 5urgvieyor Received MAY 2 2 2025 J '5C Board of Appeals Z S _ � Zoning S SITE DATA �° ounq.�-iTowe• °+�2;10 � 582°O1'10" S�`�0,, GleberAssocfates, LLG TOTAtL AREA = 1,435°r�✓-q SP OR 32.g55q ACRES N q.2 138 � S g, ZONING USE ;DISTRICT MARINE H (M-1I) w 3 46 $30 RESIDENTIAL LOW DENSITY A (R-80) -� now or formerly Z }>6�p R. E. Strong y VERTICAL DATUM = NAVD A88 O O� ° S`S TOTAL DISTURBED AREA = 5.1.7'11 ACRES i�9� (R-80) D 15TRI CT - ° NO LOT AREA - '118,414 SF 411 i�' f`.%� f/✓. ;F ----------------- '•i i'`i�' ,,;i�,.�•,,�, �° � ---� � �Qj Ary nOW or formerly N84° 50.08' `, \ fps° O� y \ \ v '� LOT AREA = 71'ip85 SF 53 ly 2 40 .: aw / ' • ` i W y i �� 5�0� ` ry, � FRAME WETLANDS AREA = 2"1,333 SF North Fork '�� BUILDABLE LANDS = (6611,152 5F OR 15.8345 AG Yq SrRON . :,. ////'i,;f ; �w ����J `� 2F�P Y� .�,ye GARAGE CNr �s s Y Prcject, LLG cp° �' / / ovS of "ary II c�NTER %'' %�%� lm i' `\`�\�' NGPRP ry �'6�' N54°0a124 EXISTING EL111LDING AREA = 69,076 5F 6 • `� " ", i; pr. / f' S\ (p��0"�i Q 4 PROPOSED OUILDINIS AREA = 62,310 SF ' O� `' i /� Soyti� TOTAL BUILL7ING AREA = 151,556 SF o r. h i i ��`�` off• ''STAR i LOT GOVERfAGE = 131386 SF / 68q,752 SF = Iq.O 5i5 O 9 qhq, Oh, , , Q�� R FRAtv1E I ° e �q j� �opme Il i, �� C �BUI� IN N EXISTING VEZ6ETATED AREA TO BE RETAINED = 1.65 ACRES o y /jam r/ ly r' PROPOSED 1VEGETATED AREA = 1.30 ACRES _ 9 $l OO„ re VOC TOTAL LAND*SGAPE AREA = S.qS ACRES o• SF�yL9. p t0� q�lE T' �' �� 1 O Cn PERCENT OF' LANDSCAPE AREA = SAs AG / 15.55 AG = 56.5 % BAY Z O !� I VS� l !i MSTpRY CP ZJ o° VIEWAVE. �/ i i B(�jETAC E NOVSE No B /G CC►� � NOnTE5 FRPMGN.Slue t� 45 0 SiL', �� W , �nf fished N81°� a(,. I THIS MAP Wf�S MADE UTILIZING SURVEY PREPARED BY NATHAN [Ij% �sh1t� O TAFT CORWIIN 111, LAND SURVEYOR, DATED MAY 41, 201'1. 0 >1 ' �.9�3' STORY Cif kBUILDING OO 0� SSO KEY MAP q 11-r oo° > /'. s ��r°2�a vo FR ME _ 0 n v� SCALE: I"=600' N 2 N PRpG m o ua O q8 O�F �G `O ,, m O --1 0.0 N mrn 1-4 4 t _w SSOR ° L O ,0 0 M F VSE �$>°3 _ o SHED ENGINEER'S GERTI F I GATI ON ' i PO (n b• . e t.e•. � '� � ;,onr,�-Iiouu, O� 0 0 , �j� I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR SEWAGE 0 �00 N DISPOSAL SY5TEM(S) FOR THIS PROJECT WERE DESIGNED BY ME U / 0 Q N7g°IO�00' O w OR UNDER W DIRECTION. BASED UPON A CAREFUL AND THOROUGH V 0011� �p —° STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL -4 �/ Q a N A FACILITIES, AtS PROPOSED, CONFORM TO THE %FPOL OUNTy' ` 0 J A w DEPARTMENT OF HEALTH SERVICES CONSTRUCT "5TAND, S.N `'�0�U EFFECT AS OF THIS DATE. 5 y E D W c `, �' "� N r" S ,� of w0 F ° Ott k y 90 HOWARp W. N N.Y.S. L.S. NO. 458g3n00 °0+p S 15°SW y I I I W THOMAS G. A4OLPERT, N.Y.5. P.E. NO. 61483 F Z cp DOUGLAS E. IADAM5, N.Y.S. P.E. NO. 808g7 u? 335, 26.27' ioy `v N .• , SURVEYOR'S CERTIFICATION s �`Cl� 540°I6'33NE I HEREBY CERTIFYAND BOUNDARY AND TOPOGRAP(CAL (SURVEYS OFFICE RECORDS, o y6a ti� / r O 0 I� I-i.32 " MADE BY US„ AND/OR UNDER OUR DIRECTION. h Cy (V 581 C58134 / �J� U) 88.7q' n s %y S'�i omq or p O, O'' / 00 � h S A Or �, Ax-F I` hlFer /l'cG er� `y ,�,67° $�//' / ���y \. 0 �� .�, ✓ ..;) 111" _�r y0 s G�hh j/9/e , 6 -6 y, O'Yly $/ `o� 9'/ 6 Q m n ° BULK 5 - - e / 4g/0�%Y 3 >/ O,� N83�6.31' 1 �`I� I � r` , ` (' ,. L - �r+ L SCHEDULE FOR MP�RI NE 1[[ (M ) DISTRICT 9 °22'30,� 07.7q OUTS Z t_ ; ; .. A.w'_- 0 Jurt 17CwC9 ' N $4 71.54' w N7q° 6 I CCESS R 1 PRINCIPAL GODS PLAN �. 4�OD„ N88°02 30"W N67° 2 9 4 4� ' / 0 ry HOWARD W. 'YOUNG, N.Y.5. L.S. NO. 458g3 iT �� J c-t�'s� ` �3060' �°'� / o© T / o /� mow•. LOT SIZE 50,000 SF 11'1,085 SF \ / by W S? ry LOT WIDTH 150, '140't LOT DEPTH Iso' I,boo't �0l�y Dt�'1 74.67 L� 182.66' N8a 20'20"w 31.25 it 1 1 FRONT YARD 35' 26.5' ToWh oo,c For gbD ' -,;,SUO 10 20 W N87°36'S0" �/ 1 g84°2q�5O W N77°$5'S5// ` N E30AT 5TORAGE 5UILDINC75 SIDE YARD 25' 2a.o' - s. er/ A 6�3 40,20„ A $6 3 u- 5TRONC7 5 `(ACHT CENTER BOTH SIDE YARDS 50' ��7 tho% now or formerly g'i8 N8p° , 0 4p•Igl N at MattituGk, Town of Southold Russell Zellner 4 �74 "Hl Suffolk County, New York REAR YARD 25, q1.3' Denise Zellner REVISED SITE PLAN LANDSCAPE AREA 20 5G sb.s X, , nOW or formerly o LOT COVERAGE 30 % 1a.o % / 0 Joseph Seth Tusa �7ENER,�L LAYOUT BUILDING HEIGHT 55, ( 55, Noreen Mary Tusa 3 NUMBER OF STORIES 2 2 1000 106 06 10 County Tax Map District 1000 Section 106 Block O6 Lot 15.4 s subdivision Map of "Shore Acres" MAP PREPARED JUL. 05, 2015 filed on January 3, 1 Q 14 as Map no.41 REVISION Record of Revisions DATE NOV 20 2018 TOS NYSDEC JAN 02 2020 NYSDEC FEB.10 2020 BOSCOLA RESIDH14CE JULY 01 202U SANITARY&DRAWAAGE DEC 15 2020 SCDHS NOIA#2 MAR,08 2021 DOCKS&HWM MAR.12 2021 DOCKS MAY 04,2021 MULTIPLE OCT.18 2021 MULTIPLE JAN.03 2022 SCDHS NOIA#3 MAY 06 2022 SCDHS NOIA#4 JUNE 05 2023 SCDHS NOIA#12 CDHS OCT 16 2023 REDUCED SCOPE JULY 17,2024 JULY 17 2024 FIRE ACCESS APR 08 2025 c� a rn m W*JE EI It 100 O 50 100 200 300 SGale: I" = 100' JOB NO. 2011-0165 I OF 13 DWG. 201"1_0165_5ite plan-2 O ■ MONUMENT SET 0= MONUMENT FOUND Q■ 5TAKE SET ♦= 5TAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION L DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE I SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPS'LINES OR FOR ERECT 4 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 COMPAIN „&RNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF-HE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLEiT)ADDITIONAL INSTITUTIONS(OR SUBSEGUENT 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 400 Ostrander Avenue, Riverhead, New York IIg01 tel. 631.12�.2303 fax. 631."I2T.0144 admin@youngenginearing.com Fiece' M4 MAY 2 2 znn Howard W. Young, Land Surveyor Thomas C. wolpert, Professional Engineer Zoning g0ard of AP,PEa!� Douglas E. Adams, ProfessionalEngineer Daniel A. Weaver, Land Surveyor ='a N ntTO rare (� ry / In I V v G DOCK ( L d b 20.9' r RAMP FLDATIN 3 I SHED d ! a w �N N78°l0,00" Don Ot Iformer ry _>n � W W nq 4- so ly N 1 1 S ('ioosGola 2C)0'00' N / w M �o ! 0 U) o j m-� S / l7� _ � '`. N! Y 2p' Ili / w . 1 24.58' ? m FLOATING DOCK /EIZOSIOS i 3T 7 (,ONTRO1-8 Ni�75 `� o o 0 3 a (BY OTHERS) / ! J 55-1012'3�I'YJ 42.38 o VINYL FLOATING DOCK RAMP IENCGINEER'5 Or-RTIFICA�TION APPARENT HIGH WATER — youmaFyoun `MARK IN COINCIDENT WITH -� ,�. '; ; tl• 3' BULKHEAD I HEREBY GE:RTIFY THAT THE WATER SUPPLY(S) AND/OR SEWAGE D15POSAL 5YSTEM(S) FOR THI5 PROJECT WERE DE5I6NED BY ME �':; <x• OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH I h t o STUDY OF THE SOIL, 51TE AND GROUNDWATER CONDITIONS, ALL ��! p d' 540°1(ol FACILITIES, A5i PROPOSED, CONFORM TO THE 5UFFO OUNTY �ry ry I7.32' DEPARTMENT OF HEALTH SERVICES GON5TRUG �S�TANLl' /\ SIN EFFECT AS OF= THI5 DATE. �� r CO OSI Z 1 9y� o TIE LINEALONG f/ m rr• . ' '., H - lC\V k- �W EDGE OF MARSH �` j G ry M z HOWARD W. Y© , N.Y.5. L.S. NO. 458g3n / � off ' ° N.Y.S. P.E. NO. 61483 ry� y ! - � THOMAS G. WO)LPERT, �� �o DOUGLAS E. A1DAM5, N.Y.5. F.E.P,E. NO. SOSg7 69 �/ ! k �� ! 0 1,o 0 5UR1/EYOR'S CERTIFICATION q �2 Y ,oun�toun 01 OF ERo510N 35' - 1� ?V 1 T Wmi7 I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING ED CONTROL BLP�NKEY: �� . / !� ! ?o' 3 N OFFICE RECORDS, AND BOUNDARY AND TOP06RAPHIGAL SURVEYS By OTHERS) / v O � MADE BY U5, AND/OR UNDER OUR DIRECTION. VI - • V / �, olu °o^" ! Al d I 51 �6 TIDAL VEGETATION AREA 3p'%y05,oj� a� i ti g 11 0,10 1`� .` �� 2 0 r / .� Sr !' , ,^ 2Q. ��/`P1`�,{� �•,-r S — iN `I 'f :: ,l.i / EDGE OF MARSH / -\ O Q t 24 �. T / \ " / m� HOWARD W. Y(OUNG, — — — .�° " `AY BOAT 5TORA&E BU I LD I NCG5 w°°os ^ 5TRON& S `r,A(fwHT CENTER SETB,�GI< LINE GoNGRe;•rZ � � 42.60' RZ7-AINIIWG y L �-� _ 586°10'2ol -14.6-1' N87°36'So"YV 182.66 (04O , Ill N8q°2020 W $6 31 25 aIt Mattilk C Town of Southold now or formerly 51S° N80°27'401,yy 5a4°2Q'5Ol N77 woo _ — Suffolk County, New York now or formerly I °$$'ss" N / Russell Zellner 4 woods �/ y yy o REVISED SITE PLAN N / Denise Zellner Joseph Seth Tusa �, I rLIC�NMENT PLAN subdivision Map of "Shore Acres" � Noreen Mary Tusa ° 0 N o Q tr 1000 106 06 10 WOODS zU Count Tax Ma District 1000 Section 106 Block 06 Lot 15.4 filed on January 3, IC114 as Map no.41 I— subdivision Map of "Shore ?Gres" y P filed on January 3, I�14 as Map no.41 � � MAP PREPARED JUL. 03, 2018 / �40•Iq' REVISION Record of ROVI510n5 DATE 18 TOS NYSDEC JAN.02 2020 NYSDEC JAB 02 2020 BOSCOLA RESIDENCFE FEB 10,2020 SANITARY&DRAINAGE JU DEC01 2020 SCDHS NOIA#2 C 08,2021 DOCKS&HUMv1 MAR.08.2021 DOCKS MAR.12 2021 MAY 04,2021 MULTIPLE OCT 18,2021 MULTIPLE JAN.03,2022 SCDHS NOIA#3 MAY 06,2022 SCDHS NOIA04 JUNE O5,2023 SCDHS NOIA#9 OCT.16 2023 SCDHS NOIA#12 JULY 17,2024 REDUCED SCOPE APR.08 2025 FIRE ACCESS a N °D 40 0 20 40 80 120 9 a Scale: I" 40' JOB NO. 201i1-0165 2 OF 13 DWG. 2017_0I65_51te plan-2 = MONUMENT 5ET ■= MONUMENT FOUND A= 5TAKE 5ET 0= STAKE FOUND (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 UNES 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 INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11101 tel. 631.121.2303 fax. 631.727.0144 odm►n®youngengineer►ng.com Howard W. Young, Land Surveyor pM fiirp Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer DRAINA&E CRITERIA 4 GALGULATIONS Ft Fin Daniel A. Weaver, Land Surveyor x. V = VOLUME (OF) I Ix ' I '• : '. ": • I = TRIBUTARY AREA (SF) • „�::: ,:;> �• 7RIBU ( I � � 1 : I• : : �.EGTR G A SE VISE( ) TO'� eat' R = RAIN FALL (IN) I WELL x: I I f j G = COEFFICIENT OF RUN OFF IFROMITHI5 t I$TINC� EARTHINORK DATA I uT11:1�`i(t'oLE OLLtt¢dLI JRtt• TRIBUTARY AREA NO.I. S \ A = 40 376 SF i 1n x, a x TOTAL EARTHWORK VOLUME = 85,650 GY (GUT) * VOLUME REQUIRED: 03 �' vSE X ROOF: 25,116 SF x 2/12 x 1.00 = 5,855 OF STONE: 10,758 SF x 2/12 x 0.60 = 1,016 VOLUME(5) ARE UNADJUSTED. 76 OF I '' ••. FRS // \ '. '. '. '•• � •, ••• •• '.\ : :I . NOTE: A I GR, 55: b,821 SF x 2/12 x 0.10 = 114 OF TOTAL VOLUME REQUIRED = 5,045 OF VOLUME(S) ARE CALCULATED UTILIZING GRID METHOD SURFACE L VOLUME PROVIDED: \ I \ / I : I : ' • . I::i: : 1 ° u K GOMP'AR15ON(5). USE: FRENCH DRAIN 'A" \L / / : I : : : : I :.' J:; o r RAM �oA�`"G 18 PIPE: 1.76 5F x 20('J LF = 352 OF � / :: I 2o.s' P �c GRAVEL: (6.4di 5F x 2100 LF) X 0.40 = 519 OF \ POOL / ��soo °� SHED ' /. . . USE LEACHING FIELD I.O I . 12 10' DIA. x 5.40' DEEP POOLS = 4,454 OFCw : I: , : : I : :I I i Flo, •+ 1 t n cry TOTAL VOLUME PROVIIDED = 5,305 OF for I • I I �� w _ \ \ .' 6O-IO6 ��SCQIa � TO I •�" . • �: � I� � ' ' I�: �: I / ;:.t` �U \ x(o TRIBUTARY AREA NO2 EXISTING WELL � / BE USED FOR : I. . . :I::::' I U A = 174,31 a 5F \ \ \ i I ::: I: ::: :: • . I "I : / li PURPOSES IRRI ONLY I :: I: : I:: : I:: ':I . / / w vw VOLUME REQUIRED: ROOF: 66,282 5F x 2/112 x 1.00 = 11,047 OF \ \ ems STONE: 64,392 5F x 21/12 x 0.60 = 6,439 OF .,•. \ •. .. �� \ :•:' •I GONG.: 600 x 2/12 x 11.00 = 100 GF _ GRASS: 45,045 5F x �/12 x 0.10 = '71-1 OF \ _ ) I::::I:: :: I::: /::: TOTAL VOLUME REOUIFRED = 18,303 OF _ VOLUME PROVIDED: \ I I . . . /. :/�. . /" 2 USE FRENCH DRAIN IBII - \\ / .�. :' ! ( 40 �o v 18 PIPE: 1.76 SF x 28E6 LF - 503 OF /: / i GRAVEL: (6.41 5F x 2.86 LF) X 0.40 = 742 OF 07 [ \ ;. . .' USE FRENCH DRAIN '0" I oA 18" PIPE: 1.76 5F x 545 LF = 607 OF `� x \ &RAVEL: (18.24 SF x 045 LF) X 0.40 = 2,514 OF X _- - /• / i10.25k� 16 I- USE FRENCH DRAIN D I ' '/. .' ' B9.75 �L1^ o FLOATING DOCK 18" PIPE: 1.76 5F x 2016 LF = 363 OF x \\ / GRAVEL: (18.24 SF x 206 LF) X 0.40 = 1,505 OF I \ / /' • ' ' / 1 m USE LEACHING FIELD 2.0 I O . . .. . . . . a . . .. . . . . . . - (56) 10' DIA. x 5.00' DEEP POOLS = 12,516 OF 0 ED P E Tr-� x O OL BLANKE / •••/•.••.•� .•//// i 1 ; \ G m TOTAL VOLUME PROVIDED = 18518 OF o vx \\ (8Y O / '� ;"o: ; / Ipw \ 3® THERS) �6.90 V . 3 \ \ x �P`GHIsSOc LP DEEP pOA�LSDA �/ �;i END STOW BLE'� \ I X 40 r` .,. PAVEMEN 0 cD 2 \ \ TARP (12) Qu�IA• + ' r`+ � 4 7.50 �0 x 3 \ \ _ _ ` x „ j2tN1=']6 50 i. j'•j' // �i J� $ o 0 tzy s / cO roq,a.,�..• �' r \ •G \ •• x � '' '.�;.4 Sxi'°`•''." I : •� :'j�i .' •^� / �tip m F x• L GL A t, ....•,,�Xii .lr' �,;;' -% .'/. ,'�, -fr1• t s t ,A . 3 . �• V /.2 �7.40 t 1 X CID x / /y 9.10^I/:B2 \o UG ELECTRIC ENGINEER'S CERTIFICATION J 4 >� [ u1 I SERVICE 20' onn dytounp a r - GH 1O /�00 `° FLOATING DOCK FREN 2p0L / r7.30 • 1 HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE TRIBUTARY /'. . '/ '/ RAMP L/ x ./�'� -- , , I c8 8o •t`,., TRIBUTARY DISPOSAL SYSTEM(S) FOR THI5 PROJECT WERE DESIGNED BY ME BOUNDARY ,• ? III I Rp.IN x NoF� To. / jL t i BOUNDARY o� OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH ON1AS RpO G T 1 � DRAIN' A#1' x•.' / STUDY ,OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL III : : 3'WX \G L PLANS /. .'• /l/ 't F sog',th FACILI"ii IES, AS PROPOSED, CONFORM TO THE SUFFOL OUNTY ti� y I 710�r x HITEG�RA \ /•/ �1i 1, DEPAR'.TMENT OF HEALTH SERVICES CONSTRUCT TAND 5 IN ;. 5 (�>=EDyPOUT L4GA�oN ) /' ' l q /' 20 . / / TR►B RY 7 EFFEG71• AS OF THIS DATE �'C 0 F (! Oti-- \ x .9.95.' / : Px / I TRIBUTARY' '. \ / :B.OU DIARY /�/ �a.•..,: iII / /' X APPARENT HIGH WATER S / w BOUNDARY /• t / ; BULKHEADDo COINCIDENT WITH 9f .y; � II _ / / \ �J" x. . . . . . . . . . . 1 _ `-:9.50 /�/ i UG ELEGIG x .. . ysr4.. 9�II, / / x \ : SQR x I 0 /�/ i1 SERVICE b X . Y., :,. Iil' ' .' ' / ' PR�� UILDING.. x. .. . .. I : :51• N E /'ry i` �,. E p,d f ., i + HOWAR',D W. Y Gn'�l.Y. 458a3n c ,q« ; ✓` �;`"_ / / ST`pR �G ., X' : : . P " / /�, , "n / ': / : BOp,T TRIBUTARY 1 : : t THOMA:5 G. WOI� RT N.Y.S. P.E. NO. 61483 nr _ I %j p SF' . . . . I /fj i \ "•' / _ ,3 \ "BOUNDARY" :w �1 DOUGLAS E. ADAMS N.Y.S. P.E. NO. SOSg7 i IiI.: ent '. \` _ _ ___ _ _ --- - -- - - 71 / Rt �� °°2 SURVEYORS C"�'E' RTIFICATION / III . / : No.6'a�\err► x I� : �, �/ i -- OWIt 4 inU . . x.' T9. / t 4 Z a / x OW A� `O� 0� N TiE LINE ALONG x / \ p51=17"LO TION BLOR '�1 t �� § ' t h° F EDGE OF MARSH I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING _ - #ff.w< / ROPGONTROL P NFL x /ii ry �J\ � `4 � OFFICE RECORDS, AND BOUNDARY AND TOPOGRAPHICAL SURVEYS / N X .• i ,, !. •a - -�- i \ N x' k% �ry , x� °s' :. 2 MADE BY U5, AND/OR UNDER OUR DIRECTION. i .•' ' •.. '" , ...•' .• .•' i " - -- - - -' \ ' • NO.i '' ,/�/01� fit 0;� x NEW NI N IAA O�WTS ATFIR 5 )'"•. / .I 0 �. �'A p.LLO" ' EEP o£' / M�I'2.o x. ® . . . �sIW'X'e s N (4) LEAG4i1N& GA N /� i \0),�� 2 \ O g2' RIM=1�t r�0 p �NOFF•TO , c 16 50 N x GT RO PI1=L-D x.. .. 50 ' o G,��� GO),INE 10.28 5 '• L):AGHIN6 y \ ohs ELE / ;i .(1 IE= P x o " E R G TI 35 I ^ • ? :R a DB s Z ER�jSi 5E A o A 3 x . N 2 &li OF. ( OIPf� ED. O L. $Lp�N1C:T p X FOR pO INSP or �x 4 4k V�0? i /�/ x N �' I N oZ CONT (8,( OTHERS._. x' ' - x : /�/ iI pA 7./� /� O���Q^� / x d e x x p ."/ /�/ i �U A#2 Q l(, ra = F Ri t x Lfl 2.0 L ING FIE IN x EA EEP POOL EL=Q.O y�. ... .. . . 9.50 I ' o" x o IO fl1A•X5.00 o x �"7:10 HOWAR:D W. YOUNG, ' Zi. . . .. .. .. . ... . .. .. .. � (36) O _ / Q e x IE=6' OELI a 00 950 NT g5o1 INLET-.'.$.81d .9:20 x f x N x TRIBUTARY �. ENfl / .' / \ so 1 Y / V�\\ / TIDAL VEGETATION AREA y i € STONEBL x .' ' x So BOUNDARY x K ♦`\ ry0 BOAT 5TORACGE BU I LD I NG5 W - TMP J �` r \ / v STRON& S YACHT CENTER 15")H : I 10 t9 ./hi EDGE OF MARSH I'Rgpos>rD I �• o N 7 0 ry Qy�, /j/`\, at Mattituck, Town of Southold O CO 2 : 8OL'L,4 ' .' .' 6�'. 71 a ryh x x SI .9.00 /.' .' .' t .00 ��. i �� `� '� � - Suffolk County, New York E { XB8. / 4 t 4 /I N •ri: y 0 0 \ .. 9.50- • 7.10 o`. i / '; REVISED SITE PLAN N �' -� x. --:-- - ' _ ` -' - _ . _ �� / 'INLET MH 2.2 CGR DING DRY I N�GE PLAN 0 7.20 '` qy ' x o06 0 �-- - 10. 1 �ti . B8..70 �� EL=8.40 O Poa x. . . .. . 16 8 �'' IE=5.40 1000 106 06 10 y2 SETBACK LINE Bs.35 �B ^ ea;00 coNcR __._ ...::..: ®�60 jx Count Tax Ma District IOOO Section 106 Block 06 Lot 13.4 a y P S �TA6NI NG •.'.'.�� � MH•?'•l�: ". _ � .'• x 9- 14' N6 N . . • RIM-8.�0��, MAP PREPARED JUL. 03, 2018 now or formeriy w' _ ;. . N Record of Revisions • • . . . . . . REVISION DATE w or former x TOS NYSDIEC NOV.20 2018 Russell Ze l lner (2) p _ / �.. �., , SOP � . . . •' • '' ' ' ' '' ' ' ' ' ' ' 12 •"' o5rj> NYSDEC JAW.02,2020 Jose h Seth Tusa 2K G,gLLoN LP \ \ j� o I\ °,� BOSCOLAR�ESIDENCE FEB.10,2020 / Denise Zellner (� p ABov�e TRIBUTARY x `J o Z SANITARY!&DRAINAGE JULY01 2020 Noreen Mary Tusa ROUND TANKS BOUNDARY I N N \ \ �' o I DOCKS&HIMMAR.OB 2021 SCDHS NOIIA#2 DEC.15, 0 Do (p Z U DOCKS MAR 12,2021 subdivision Map of "Shore Acres" , M N N p N �Z MULTIPLE MAY 04,2021 filed on January 3 lci14 as Map no.41 1== subdivision Map of "Shore Acres" � N 1 MULTIPLE OCT.AN03,2021 i p x SCDHS NOIIA#3 JAN 03,2022 filed on January 3, I q 14 as Map no.41 SCDHS NOIIA#4 MAY 05,2022 O SCDHS NOVA#1 J OCT.16,2023 SCDHS NOVA#12 CT.16.2023 •_\ REDUCED:SCOPE ,2024 APR 08 rr FIRE ACCESS APR 08,2025 m / 40 O 20 40 80 120 0 a JOB NO. 2017-0165 Scale: I" = 40' O = MONUMENT SET ■= MONUMENT FOUNID = STAKE SET e= STAKE FOUND DWG. 2017_OI65_site plan-2 5 OF 15 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. .STANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR. MFIC 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 FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, ,-RNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES LINE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUITIONS OR SUBSEOUENT 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. Avenue, Riverhead, New York 11901 @Ce�VP( 400 Ostrander tel. 631.121.2303 fax. 631.12'1.0144 N MAY 2 2 .2025 adman®youngengineering.com Zoning Board of Appeals mm Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer DRAINAGE CRITERIA 4 GALGULATION5 ��F _ Douglas E. Adams, Professional Engineer Daniel A. Weaver, Land Surveyor V = VOLUME (OF) I X. Ix A = TRIBUTARY AREA (SF) ta.EGTR G R = RAIN FALL (IN) I WELL : I j so.t'f I i SE VICE( )'•TO' E I G = COEFFICIENT OF RUN OFF x x NQER ROUN1b '.IFROMITHts � isTlrtq ` EARTHWORK D,47,4 TRIBUTARY AREA NO.I S I I `UTI.LI f`i(�oLl=\ A = 40,5-76 5F r \ \ o1,n payloun I x• \ P o x TOTAL EARTHWORK VOLUME - 85,650 GY (GUT) * VOLUME REQUIRED: �OFt`IVSE / \ '. \'aFa \ o x ROOF: 23116 SF x 2/12 x IJOO = 5,855 OF \I S E �\ \ . . . . STONE: 10,•758 SF x 2/12 x 0.60 = 1,0"16 OF FRPM G / \' NOTE: GRASS: 6,821 SF x 2/12 x 0.10 = 114 OF / \ > I : : : : I : : 11 \ VOLUMEW ARE UNADJUSTED. TOTAL VOLUME REQUIRED = 5,045 OF m VOLUME(S) ARE CALCULATED UTILIZING GRID METHOD SURFACE VOLUME PROVIDED: $ USE FRENCH DRAIN 'A' \ L / : / :::i: € I 20.9' P DocK GOMPARISON(5). 18" PIPE: I."16 SF x 200 LF' = 352 OF \ 3, / I I .••. Qs � � FLOAt1NG 00 / o I : : : : ED �, x GRAVEL.: (6.461 5F x 200 LF) X 0.40 = 51, OF \ Q op, / xI I; :I' : I a USE LEACHING FIELD 1.0 (12) 10' VIA. x 5.40' DEEP POOLS = 4,434 OF / I .• I ' ' I • t TOTAL VOLUME PROVIDED' = 5,505 GF I • : •I : : ' ' i /' i a w,N \ � L�'• r I � 1� r TRIBUT?,RY AREA NO.2 \\ \ (IJ�jO-1p6-B�SGOI a EXISTING WELL TO I x : ' I' ' ' I : :I ' •/ �'U x 7) A = I'1431a SF \ / BE USED FOR I i U \\ \ \ � • i .c-- IRRIGATION II::::II::'::: ::::• . II::::': I : `{1 ww VOLUME REQUIRED: PUR POSES ONLY t w C. ROOF: 66,282 5F x 2/12 x 1.00 = 11,041 OF \ I , Q� STONE: 643a2 SF x 2/12 x( 0.60 = 6,43oi GF �s'� GONG.: 600 x 2/12 x 1.00 1= 100 OF .... . . . . . . . . .. .. . . . . GRA55: 45,045 5F x 2/12 )x 0.10 = '111 OF �`• - - -- I ::I :: I 11 t TOTAL VOLUME REQUIRED = 18,303 OF \ x . 9A VOLUME PROVIDED: USE FRENCH DRAIN 'B' • 18" PIPE: I.-16 SF x 286 LF = 505 OF / /' 2 a r 'Ile 0 Al GRAVEL.: (6.4a 5F x 286 LF) X 0.40 = "l42 GF '� _ °o ' At USE FREENCH DRAIN '0' I o,� . . . . . . . . . . . . . ... . . . . . . . . /: i k0 0 Q x D \ / : / . . . /: 18" PIPE: 1.-76 SF x 345 LF = 60"1 OF •?� y \ / i/ /: /r OR Q GRAVEL_: (18.24 5F x 345 !LF) X 0.40 = 2,514 OF I oq . . . . . . . . . .. . . ... . . i d / co USE FRENCH DRAIN 'D' : I" x.• i 18" PIPE: I.16 SF x 206 LF = 363 OF x " - _ / /' N~ GRAVEL: (18.24 5F x 206 LF) X 0.40 = 1,505 OF I \ o / B9.75 w,� m FLOATING DOCK USE LEACHING FIELD 2.0 x. / . 's 9 � (36) 10' DIA. x 5.00' DEEP POOLS = 12,516 OF : I \IN, EflGE 0F'E 10 T5 e� . . . . . . . . / x. / /. o R05 t \ CONTROL BLAN!<E / '. TOTAL VOLUME PROVIDED' = 18,515 OF o 1 -1 ' \ (p.� OTNE RS) / '� :o; :: /� �6.90 3® o ID X. 1 x x \ X. . ... \ 1 x EAGHIVFFF Po�LS ... �..;. / END STONFULE� TARY (12) OIDIp.xc54O D A , �, >. w; �r t PAVEMEN • �OQ 1 '' BTOA RY 3 \ \ i X 0 o IU '� 1Y LACK\ I .:�, t.;;', ^I I / I m m -Q HIGH 8 •�, � i. � - / x :' t x o 0 0 A r, W ..--_-.�"�►_�m : ":: -._ x 9.10�/ 62 UG ELECTRIC ENGINEER'S CERTIFICATION _ • 1N NAN M/ SERVICE2o as mInRH�•pnnitg 0 v FLOATING DOCK__ �� 2p01- f�,00 7.30 • I HEREBY' CERTIFY THAT THE WATER SUPPLY(S) AND/OR SEWAGE �/�,x3 /. / INT 1� ' RAMP DISPOSAL SYSTEM(5) FOR THIS PROJECT WERE DESIGNED BY ME TRIBUTARY 31W /. TRIBUTARY x R OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH BOUNDARY 3. . . . I'� INCH Rp.IN ' I is iNOFP TO'. .:,:i :S.bOx . 1 BOUNDARY v� X. 86'L : /. /� �' ' /�/ "L I o STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL "1 I 3'Wx3'17x ONNEGT R�FRENG�► DRp.1N Nifl x-'.'. :I. /: 1 ' �" �ti 11 PLP,NS /,l/ s04 t / 710 FACILITIES, AS PROPOSED CONFORM TO THE SUFFOL OUNTY RGHITL-G f2pd"\ IONS) / �-9.17:'C, / 1 , zti I : I I (SEE DyyNSPOU pGAT\ / /•'.... ' / \ DEPARTMENT OF HEALTH SERVICES CONSTRUCT , ,sTANN iD 5 IN III ;P01�D /' TRtB RY /�/:I' 7.20 h� Li GAP ` E EFFECT AS OF THIS DATE \ 0t'- M TRIBUTARY / LG 6' •III • : l "I: � \ \ / B.Ou RY / /� yx / 'BOUNDARY \ // FIT APPARENT HIGH WATER a ' T/q _ / ?1riF /'� CoMARK IN\ BULKHEAD COINCIDENT WITH 8£ i \ / `t 5 1 2 / F ry T' 9£ '', .f. III 2 _ / : 9 x .. . . - : `- / / /� UG ELEG I G I ',• C I C s; 9£II. / x \ �" . R x - xi :9.. I / �` G ,i d r1 I� I x I / S O. xU SERVICE i ...�� t`1 RbpOS 1 ' �p��GE' �. EN /; �h' P \ E'gvI ..._g = I :5T�jN ENT : / ry t , t � a �� q J -T TORG , X' PPS EN - ✓ /�� 1T t HOWARD W. 1,OUNG, N.Y.5. L.S. NO. 45893n '....•. / - / I 60 A S 3.10 SIB'' TRIBUTARY x.. ... . . . . . . . . . . I I /�/ �t i THOMAS C. BNOLPERT, N.Y.S. P.E. NO. 61455 'f,S cl X.. / f • _ / 'BOUNDARY' 1 DOUGLAS E.. ADAMS, N.Y.S. P.E. NO. 808C117 - III - _ _ _ _/ 3EIL_ �.©� \\ xl „ F I exit \- - - - - - - - - - '- Vin . I � a SURVEYOR'S CERTIFICATION x / - k I/ t _ `m •..•' •' ••' . . Xc . . `gym„- ^ ,mnq-d Ing N / X x.-' F0a OWTS. tt;� 4oZ�' t#° No ,.•'' •'' / .•' .• -' \ . . . ' ' x TION •/ •�: io TIE LINE ALONG . . .Ili . • / 'No � .•' / ROP051=12 NEL C�L�Vt? / ;/i 1 /�/ ktryy°' �r�J ',; �� . EDGE OF MARSH I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING - "i _ • • / x x. . GONE x / t 1 , c�j OFFICE RECORDS, AND BOUNDARY AND TOPOGRAPHICAL SURVEYS �- - \ NO.I'' / J/ 1 F �cc, �o MADE BY US, AND/OR UNDER OUR DIRECTION. / x `.aX. . . . . . . .. . . . . .. .. . .. NI RY 5Y5 n... o A w 4LLoN l/A.owTsIra St=) �� I X. / p. . . . . . . . x T2 50 17EEP.. ^� S (- �` / t 0 o or .. ''' x MH'2:0 a 550'L- >K Y� !` �� � { 82' x IQ 50 Q O LEp,�,�41NG. AN C / O) RIM= N.• p x }2UNOP>=•TO a FUTURE EXP I S`o. .00 T I6 28 G NNEGT R E FIELfl x. .. . . .. . . ,� Q `,; 5 O. . ACHING w O S'o' �' ��i ,� ,D s''l, O \ }2p.L PL x n i G'N 4, f fi 10 L 5 I ELEG/'" /�/ 1 U �� / �J� ti )-\. ,1 � s ZZ' ER051 0 (SEE p.RGHITE DB DA �. T` I E DG��8LAN1<ET x pOR DON5P0� x; ' N OZ� CON R5x /its` QAk xN (g�( OTHE - / r pA Q Q) r " c 8�' •x '� � •, .' .' •• .O ,. .. : .' . /'/ (� k TA p�� :. x g l x D •Olip #2 EP�GHING PIE 0L5 IN =dt.00 50 1,1. . . . . . . . . + DEEP PO �EL 9 � '� • / •� - - '•.' '/ / tt Q � G� x. L ,� �.. (,. .n3 -\� H 58Q3 0 9.50 OWARD W. YOUN 5. L.S. 4 -. -- Z1. .. . . . . .. . .. . . . (36) 1O1DIA.x5.00 '�x •� / • x ,1 , - x IE=6 0 I q 00 950 g5o INLET",'. 7:2.0 x O �� %' I to q�O Li!� X TRIBUTARY EL .t N17 PP` NT ` x x �o BOUNDARY ;a STONEBLE x TIDAL VEGETATION AREA V of o g, " BOAT STORAGE �U I LD I N65 7.204 0 'c\ v 5TRON& S YACHT CENTER 10 15 )H Lo m a.'. r / CP t r pA I : 1.1 .Y �U � '. EDGE OF MARSH .A � T : Bo ' ti �' at Mattituck Town of Southold E � x x As / �� 7 0/ ;1< " ���, - Suffolk County, New York I '.9.00 T .00 ;. n /.' -B8. -s[onV 11 00_ - '- 1 s�.05 o_ 80 7.10 7.2 x h� GIRREVISED SITE E PLAN .25 8.0 X s MH 2.2 B .4 x DING DRYINAGE PLAN 10. EL=8.40T11.00 6 B9.35 IE=5.40 x I 1000 106 06 10 zy a. SETBACK LINE TLo_' GONG_. ._ X BS.aO R A1N1ty County Tax Map District 1000 Section 106 Block 06 Lot 15.4 � ro ' o 14 oN -• RIM_ �0� MAP PREPARED JUL 03 2018 12' ' NN 26 30 - �1sa 14. now or former y < N "- Record of Revisions '. . . . , REVISION DATE Russell Zellner \ w or former <2> PPOP �.:.e' �o TOS.NYSDEC Nov.zo,zol6 / Z. 12 0K GALLON \ \ Oj y //L o I NYSDEC JAN 02,2020 Denise Zellner Joseph Seth Tusa I$ ALLOW LP °I OI •` BOSCOLARESIDENICE FEB 10,2020 / A ABOGRC7U TRIBUTARY I x SANITARY&DRAINAGE JULY 01,2020 y TANKS BOUNDARY N O SCDHS NOIA#2 DEC 15,2020 Noreen Mar Tusa ND \ •, \ �. •. � I II DOCKS&HWM MAR 08,2021 I subdivision Map of Shore Acres DD C4 N O iti DOCKS MAR.12,2021 filed on January 3, ICf l4 as Map no.41 subdivision Map of "Shore acres" N' N N o0 o MULTIPLE ,2021 O MULTIPLE OCT CT 18 18 2021 filed led on January 5, I c1 14 as Map no.41 x SCDHS NOIA#3 JAN 03,2022 O \ SCDHS N0IA#4 MAY� 0 ,202� \ SCDHS NOIA#9 JUNE 05 2023 Zc SCDHS NOIA#12 OCT.16,2023 REDUCED SCOPE JULY 17,2024 FIRE ACCESS APR 08,2025 < / m / 4 40 O 20 40 80 120 Scale: 1" = 40' 0 = MONUMENT SET ■= MONUMENT FOUND 5TAKE 5ET A= 5TAKE FOUND JOB NO. 2011-7-0165 DWG. 201-f_.0165_site plan_2 3 OF 13 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. STANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR. CCIFIC 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 VAUD 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,G, `_RNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES Or'rHE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIOINS 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. _ '.X• \ . . . T f / r- -?#-- / ti PROPOSED 2" cos 1 / Q. NATER-SERYIGE 2 wa � / / �o _ . .\ �ER leI 1 / 400 Ostrander Avenue, Riverhead, New York IIg01 PARKING CALCULATION o� / X �O' �\ . . - I ' • // tel. 631.727.2303 fax. 631.727.0144 LLD \ -�RHFAO',WIR �, I � M adminayoungengineering.com IonnMl-uom1, / � F$ 1 1 PARKING REQUIRED BELGM BLOCK A EXISTING WATER 5ER1/IGE 1- SINcSLE FAMILY DETACHED RESIDENCE = 2 STALLS �oNE\ / TO BE ABANDONED : I �y 1 'z 4 ��4�� �� Rey FENCE 1 POSE'. f -c [1► a OFFICE = 2,702 5F ® II STALL/100 5F = 27 STALLS �, Ar EXISTING WELL TO BE / Z \ : I , :FI L-. . ' / ° 1 O `� Howard W. Young, Land Surveyor nm rrrr � \\ d 0 .� rn MARINA = 4O BOAT SLIPS ® I STALL/BOAT SLIP = 40 STALLS �� 3 / \ USED FOR IRRIGATIO ,-- . 1 '. �: 1 , . � - -+ o • : I : : : : 1 '. '• "5 /� v N y c9 m Thomas C. Wolpert, Professional Engineer STORAGE = 125,548 Sr a 15TALL/1,000 5F = 124 STALLS r v L 2� \ \ / PURPOSES ONLY / '" \ : I . :- /� c , f Douglas E. Adams, Professional Engineer � 1 I r m °� Daniel A. Weaver, Land Surveyor R. � � R� � � . • 1 `J Fl.OATING DOCK 22 EMPLOYEES ® I ST)ALL/EMPLOYEE = 22 STALLS W �,5I E \\\\ O \ � ` - 1 5�0 N ' 1 I •. '. : • 1 : ' : : /f RAMP TOTAL REGU I RED - 215 STALLS \ P pR P .I / G A a 1 . '. \ '. 1\ t \ '. '. '. \ •• : '. 1 '. - - - 1� PARKING PROVIDED \\\ c \\\ m X . - °° °� ° I . : : I • \ . . . 1 •'. ��- / x , SANITARY DESIGN CRITERIA 4 CALCULATIONS TOTAL PROVIDED = 57 STALLS k \ HANDICAPPED PARKINIG PROVIDED = 4 STALLS S \, ��o . I : 1. .•' : 1 : ' 1 /f %d : I :.I: : :x 1 : : : : : : : : I. / SEWAGE DESIGN CRITERIA i9l I 1) : - I - : ' ' 1 ' : • • 1 / GROUNDWATER MANAGEMENT ZONE = ZONE IV X . ' 1 I : • • . 1 / METHOD OF WATER SUPPLY = PUBLIC, (� I I ! ; : I I iNDE'k' ;�OL : : E I G / ALLOWABLE SANITARY FLOW = 600 GPD/ACRE Received I WELL 1 SEVIDE( TO'�E '. 1 t so.,' \,� \ :. . x x . , / BUILDABLE LANDS = 15.8345 AG x 600 GPD/AG = g501 GPD ND AY 2 2 2025 I I : \ v"• to I IFRgMITHLS ISTINC'�'• ", ". M / ''L 4 : 1 \UTtu7�i('POL.E\ , .'. '. PROJECT DENSITY SEWAGE FLOW BUILDING USES GROSS FLOOR AREAS (GFA) r -�nn�l„�n• Appeals \'. / N I / •- EXISTING: Zonin Boaro of /1pl� I , \ .'. 9 �' \ \ �a• � X RESIDENCE': = 500 GPD \•. •. .. . EXISTING r 5'COR�\�SE / \ \ .:I '1 \ OFFICE: 2,,702 5F ® 0.06 GPD/SF = 162 GPD \I \ . . \ • '•\ 'I . : ' '' MARINA: 40 BOAT SLIPS a 10 GPD/BOAT SLIP = 400 GPD BLOC. NO. USE GFA I '. FRPME ,�r // \'• : : : & GP / \ '. \ 1 I . GENERAL INDUSTRIAL: 4,g10 SF ® 0.04 GPD/5F = Iqb GPD I STORY 1610 SF I\ / \ \ -1 : ' : : 1 ' BOAT STORAGE: 61205 SF ® 0.04 GPD/SF = 2,448 GPD I : .': 1 \ PROPOSED: -O RESIDENCE \ I / : \ I :I :: : I : : : : o c; OFF�GEY 2,702 SF \\ / \ // : I '.. : : I : : : .I:.'::I '1: :I ` \ 8 BOAT STORAGE: 65,100 SF a 0.04 GPD/SF = 2,604 GPD I 1 NON-5TORAGE (BATHROOMS): 152 SF ® 0.06 GPD/SF = q GPD \` / I : : : I .. /.":: •I:::: : I 0 20.9 ,' R,MP �OA�NG POCK I STi ORY GENERAL INDUSTRIAL 4,g10 SF / f'i : /• :;; I SHED 3 TOTAL DENfSITY = b,l Iq GPD CD I STORY STORAGE 12,410 5F \\ P00\' / S400 : 1 •• : . :x . .':: /. /• :'{' . I C�4 I STORY STORAGE I6ai SF \ V / / I . : : • I: : : : I : : . I : : ' ' . ; \ \\' \\ .\t �W DESIGN CALCULATIONS SANITARY SYSTEM NO. I (RECENTLY REMOVED) / , I I ' I I STORY h(p : 1 : : : : I• . . . I .i ,\ L1t \ Sa �m I : " ,3' t 1\\ EXISTING: (� 341 5F \ W 0f- • • I : : : : t GENERAL INDUSTRIAL: 4,g10 SF ® 0.04 GPD/SF = Iqb GPD STORAGE •,-;,r fo Merl / :: .I I : ' : : I. ;I: I .' !/ \\ w BOAT STORAGE: 61,205 SF ® 0.00 GPD/SF = O GPD \ r 1 . I STORY \ ('!0 M' �O / I :x: : ' I, . : I \ U w x PROPOSED C� STORAGE 10,786 5F _ \ 60_ SGD m \ ..� 106_6_13.7 Ip•. EXISTING WELL TO I: :: : I I :: :`: I ' .//ff .\ �U BOAT STORAGE: 62,310 SF ® 0.00 GPD/5F = O GPD C� I STORY 15p76 SF \ \ \ ( / '• BE USED FOR '' 'I: ' ': :: .( I . / \ U� NON-STORAGE (BATHROOMS): 152 5F ® 0.06 GPD/SF = Cl GPD STORAGE -- \\ . ..\ IRRIGATION I :::I: ::: :: :. I:. ., ., `\ v[U \\ \ II UJ TOTAL DESIGN FLOW = 205 GPD \ .�-I STORY PURPOSES ONLY I .'',/., .,:../ :' , /:; •-• d \ 8 STORAGE 22,425 5F \ \ \ : :::: I : t S I/A OATS \ \\ .: ., :` REQUIRED 205 GAL PROPOSED \A. \ X - _ - _ _ \ I /, USE GEN-5 AS MFG BY FUJIGLEAN USA = 500 GAL. • '. ) I:.':•:I:. .: -.I.. BLOC. NO. USE GFA . . . . . . .. . . . . . . . ...• •' . ••. \ '•. .. .. - - - : : 'I" '-:I ': "li '\ LEACHING 1 I STORY 9� \\ I':::I•' • •. x/ a LII REQ. 205 GPD / 1.5 GPD/S.F. = 137 SFSWA -, STORAGE .. . . . .. . . . . .. z� \ //'a° /' ' 4 ' \� Qoo \ (Lo . N 4.15 W x 8.50'LLx 3 00' DEEP = 7q.5 5F5WA / ti . .:I cD G, / \ , - -_ X '•. •. .-"% /:: \ U)5 O • 5 J USE 4 GALLEYS ® 7cl.5 5F5WA EA. = 515 SF5WA \ •. 4 .. . I o,� \\ // . . . . . . . . . / ..'/,••.' .' .'//' . /::: \\I DiQ yF �' x DESIGN CALCULATIONS SANITARY SYSTEM NO. 2 \ .. . . . . . . . . . . . . . . ... . // .' / ./.' \ 0 h0 41 co 0 0 EXISTING: 0 : I ' ' . . \\ \\R _- -09- - - - - / .' , 4 '"•'1. • ' l \ k� Y am OFFICE: 2,-702 5F a 0.06 GPD/SF = 162 GPD ' \ MARINA: 40 BOAT SLIPS a 10 GPD/BOAT SLIP = 400 GPD /i.- , ,. ': I x X'' \ - - - - /, ., s 10.25ko � r / \ 69.75 W,, \ om o FLOATING DOCK TOTAL DESIIGN FLOW = 562 GPD TEST HOLE DATA . 1 \\ .:.' / .'..' / . h: .. > \ . . / ' \ I/A OATS MaDONALD 6EOSGIENCE : .•'' •. BRQSION 8t• .. .. . . . . . . . / 3 r 2 7 = \ / \ a/2s/IB '` I \ EDGE OF Tg / x / r REQUIRED 562 GAL • \\ x CONTROL.5LPpNKS / ' .o " /// , \!% 3$® USE GEN-7 AS MFG BY FUJIGLEAN USA = 700 GAL. Ell B2 Q' o ' . R x." � '(5Y OTHER`') / !ti : .(/ . • ::• // \ 6.90 4) o LEACHING EL-q.o oA' EL■?b o.o' Q I \ /.' :d ;\ ,, r \ REG. 562 GPD / 1.5 GPD/S.F. 375 SFSWA MIXED \ .X .x X, . . . . / N: / \ MII� SAND a •, x ' \ \ • ' .QA .../ ,• ,1 END STONEBLE� -4 -V � LEACHING GALLEY SIZE: LOAM - \ x . ,,. _ - c4 X 4.75'W x 8.50'L x 5.00' DEEP = 7cl.5 5F5WA LOATM as, NIN \ r • I PAVEMENT 0 \ o PALE' PALE \ «' �; ,,r // �L USE 5 GALLEYS ® 7q.5 F - 3q8 SFSWA 5 5WA EA. Q c. \ . \ '� \ 7.50 -0 Y EROYtlOI BROWN ;5 \ g FINE; FINE � Z \ _- �_ Mx' X /` // \ �/F <3 i� SAND) SAND O \ ��--. / .1 I 3 '/.'l . � J r o NOTE (SP) (SP) J 2 \ ' x \ \ �, ;.�: /+i;;'._. " ;' :'fr \t J ��°�J� z THERE ARE NO PUMP-OUT HOLDING TANKS ON THE SUBJECT ,� LA �\ I 3Y,. �,,,, . 1 6W EL=1.4 7b' 6W EL=12 (2' HAG 5 G �. "03:=r o + '�...r.:,e,.. } /.' �' x' 9d>x< " t xj p oo ¢ PROPERTY. INY'L GLAD . "b /;,zo:"" +,--I,•..-..•r' %': .•/. a t \ \t 6o °I ' o WATER IN \ v a o, x �� / 3' 3 WATER IN PALE 4 `' - / j I 1. �� \\ PALE: BFRIO� 1 . %'', r,' . q dJ •/' 7.40 \ 1 B� SAND �Nkb \_ X - T ' . ��� ;� l' i./: / 1 ENGINEER'S CERTIFICATION SAND (BP) =_ n' o-.m : ^; '.� •/ mm �nn SP \ \ x /' 9.10 /• UG ELECTRIC ,'� 4u l I . /:.,I - :, .r 62 1 SERVICE x IBA' s:, ,.,``.'' v r t• .'.F . P . •, `� _ ' •" ' • �"/' • •a• /•' •.. � � 10 / o o� I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE a*. . . -.. , .,,T�_ . - \ I : � ' ' •/ � •: . r7.30 V FLOATING DOCK DISPOSAL SlrBTEM(S) FOR THIS PROJECT WERE DESIGNED BY ME I iA' Xx..w : : : \ / ":/' ::.'/ /' RAMP OR UNDER M11' DIRECTION. BASED UPON A GAREFU OROUGH _. 94" . ... . 1 "s TU T lE SOIL, SITE AND GROUNDWATER lTIONS; .. . N ., • • .. 1 x: I� \ ,f . <". /. / •!' \\i\ \\t � FAGDILI�ES, At ED, G OU• I / /. S PROP05 ONFORM TO THbLK G . N ;' . . \ X / / 6° \\ DEPARTMENT" OF HEALTH SERVICES CONS ION BTANDA��p?5,\ titi" . .. . . s. - . I \ \ .. . /.. / / 9.3q '� // \\ 7.10 `�2 ,r \\ EFFECT A5 �F THIS DATE. ��J F1, 'S�"\ \ , et. / IT \ \ Z. t m o Ij'/' A - i ^>•.l.... S# J x• ; / : : !�, „'w �) 1,�.:'. f / \ 9.95/ / X // \ APPARENT HIGH WATER it G'}� 9 8fit x \ \ Z. U x BARK IN COINCIDENT WITH �� -� .. , \\ x _ _ _ € UG ELECTRIC DO , ULKHEAD \ g Cl sF tJ ` - / .. : , �' I : : / !. , HOWARD W. NG, N.Y.S. L.S. NO. 458g5n / ___......�' .;:.1: ; I • •.., / S ORS'. X�' / 0 I'.�: ` SERVICE SIOI. -" ' 9£ x : THOMAS G WOLPE N.Y.S.Y S F.E.P i . .. , RT E. NO. 61483 I : ./� ' * - / : • // \� OSED. ING' x .. �.95. I '/�,- tt �h DOUGLAS E. ADAMS,�NY.S. P.E. NO. 808g7 1 x _ :, X. / I PR RAGE'gUILD . . . . . . . .. . .. . 1 . I i . ..1 ry /£ T / � .:: _ : .// / Bpp`T' ST 3"10 SF \ ' X. . . . .. .. . . . . . . . ... . i : I ; \``\ \ , ©. ry] f°A 5URVEYOR S CERTIFICATION / _ -/ / .F ED,- O \ •^X. . . . . . . . .. . . . . . . .. . . . . . .. . . .. .. . . . . . . . I . .�/ . /� ,n 't\ �V. �` s imtna�innn, i - / .;.;- .1 / B"E1 e 1en .. . . �% \\\ • I HEREBY CERTIFY THAT THIS MAP WA5 0 PA IZING \. I 4 ./ C9 / X ' No x FO12 OWI / A, ` y , o OFFICE RECORDS, AND BOUNDARY AND TiPOG PW_ VEYS i 1. \ . . . x LOGP,TloN ' OVIER / ' "y . \\yo• ,k O .. \ o N TIE LINE ALONG IL' EDGE OF MARSH MADE BY U5, AND/OR UNDER OUR DIRECTION �I NF 'S .• ..' -- �� (' ROP E�Ol: -ANEL I / .�r�" I ,, t ry 0)�j 2 t\ ��, PEE / O9 D BL: X.. /// /'� _- �-11��,: _ _ - �.-'j/ X \ x �,ON 1. N ./.' / 11 t\t ry v 4 s \\\ X. �� \PAD W Y 1O • X "-�,,i,, NI OV`1T5 • . , �Af1'IRO t ry /v Q ;, " I r / // /Y ¢ �; Zq' W AEON 1"/A� 15Z'SF)''". x \ o o "� / X / . . . .. . . .. . . . . .. . . . . . . .. . . . . . . . X �� LLI-1 ICt(/ ( ✓ \ �/� ° �0 (S I jj ff I� �� i ��/ / : X•8gp-'L� OP,L S X / t\ /�� r � 9 '' Cj. 't,. rr G i e o / 11 I • (4) -rs w .L1:ALwHING G N : t v)�° � \ I �. ..:' ,i r,- g2. x / / / x Ix : FI EXf'AN :�. o. 00" T " 1' k Gj O : o v { fWQ/`t.dK-4 ... -1 1 �' ,� :`; x Z. . 11 • / X \ D . ': 2�' �- m Y.S. L.S. NO. 458g3 _.. N ;' 5' � 9 / O 3 -M ELE \ /v 4 HOWARD W. YOUNG, �� . = ' ZZ / 1=ROyI rc, X 3 \ I x x!�_ ,k elp� ', / / D61=zOLBLANKS . z 1 t G. : Q 1 02ikF GON" (BY OTi-4ER-`) "' ' i X iIll : ; -- - t\ p��rQ �°' \ �.� x ,� x �r . . 81' ,I" 9�- . ,x1.. . .. / � \ Q, a �K � .. X . . ... . ," � " � " . � 1,l. . . . . . X g.50-� -1,l / �' .* g' . - - - : \\ ���°°a'� �'` I BOAT STORAGE 5U I LIB I NGS 9.50 z. ' . 'X / . ' .' . �:;o." \ ������ �� `'�\ STRO�IG'S YAG T G LATER tl. . . . . . . .. . . . .... . . I g50 \ Q pQ ^ x I � P w..•. "m. .-: a ,. g o1, / . . . �:2o X �� .fit\ X at Mattituck, Town of Southold E o o X I a r �� a - X / X' ) x / / \ \\sus' \\ �I "/4(, TIDAL VEGETATION AREA Suffolk County, New York If! ,�01 / �_. °M � ,.� REVISED SITE PLAN In W �, / : : : . f .x .//.• � Sr \\\\ i 7.20 . N _'10--�.�-'-' ar -`E - : PROM I : : : . N S 1 t{ \� Q4 EDGE OF MARSH / UTILITY PLAN � `,w �.- :BO • A . . 4, 7 0 \� / 1000 106 06 10 g O O x x 1 '.9.00 ' /,•" T' .010 f a; \ N � I X ° , / • .B8 \\ , ,° I06 Block 06 Lot 15.4 o - O >> a 9.50 T1 7.10 /,. e� \4' \ u. `'�' / County Tax; Map District IOOO Section 3 2018 o p -S i 1..00_. - x - - 25• 8.00 -\ ,,' i,E(o L 7.2 x v X MAP PREPARED JUL. O ," '" \_ X :- ' -. - ' - _ - - - - . 0 1 . �o R \ Record of Revisions . / . 7.20 REVISION DATE 0 O o X 10. ° • �ti . B8.-IV . .. ."x „ qY xIn IL O X' T11.00 / : ,gyp. t6 . "8" \ "� \ TOS NYSDEC NOV.20,2018 G2,2020 � 7 p SETBACK B9.35 18 ��0 ,: " :GONC £ �X BOSCOLA RESIDENCE FEB o0,2020 -- C % U' B8 80' - - '' ''• _ ' -° r� 0 SCDHS NOIA#2 DEC.15 2020 ="-}C- ,' . ''• '' SANITARY&DRAINAIGE JULY 01 2020 1. X LINE -�`4I�ING'. . -X x 4 O/S 6. I • • . . 'T�.L• . .''•. - - DOCKS&HWM MAR.12,2021 �" Y' "" ' \\\..;.: DOCKS MAR.12.2021 12' ' 14 N N Fo 28 ' 30� - -- ` \ MULTIPLE MAY 04,2021 N$ ' now or formerly : N \� .: ,' �'. `. . `\ SCDHSNOIA#3 MULTIPLE OCT 18,2021 JAN 03,2022 now or former l � •. . . . .. ,6 " SCDHS NOIA#4 MAY 06,2022 ¢ A, 111 1 / Russell Zellner $ "' • ' " " " ' ii/ 12 y (2 PROPOSED \� '. \'. q q � � \ :�;' o SCDHSNOIA#9 JUNE05 2023 ii��.. ,Joseph Seth Tusa °1 � I 6 SCDHS NOIA#12 OCT.16,2023 / Denise Ze I Iner j� Noreen Mary Tusa O 6Rov T 1 , , ,N \ x x - -�. '. 0 o I REDUCED SCOPE DULY 17,2024 AN1<S . 6 4 C4 \ � z FIRE ACCESS APR.08,2025 subdivision Map of "Shore Acres" o 00 N o 63 � zci filed on January 3, IC114 a5 Map no.41 i-- subdivision Map of "Shore Acres" ", N ^ 1 °s � j� filed on January 3, lal4 as Map no.41 � �•,�.�� 40 0 20 40 _ So 120 ggiggiiij / 7O } JOB NO. 201-7-0165 Scale: I = 40 = MONUMENT SET 0- MONUMENT FOUND A= STAKE SET A= STAKE FOUND / DWG. 2011-0165_site plon_2 4 OF 15 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.( TNCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR, 1C 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 VAUD TRITE 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,L. .AMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES... .•E LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. TEST HOLE DATA PARKING CALCULATION BUILDING USES 4 67RO55 FLOOR AREAS (GFA) NOTES FOR McDONALD 6EoscIENCE PARKING REQUIRED EXISTING ABANDONMENT OF SANITARY STRUCTURES 9/29/18 400 Ostrander Avenue, Riverhead New York 11901 N O SINGLE FAMILY DETACHED RESIDENCE = 2 5TALL5 / 81 62 � BLDG. NO. USE GFA to I. 631.727.2303 fax. 631.727.0144 /L OFFICE = 2,'702 SF a I STALL/100 5F = 2"1 5TALL5 ABANDONMENT M5IN- SHALL GE odmin®youngengineering.com WC EL=a.o 0.0' EL■1.6 0.0' y 1 I STORY I blO 5F EXI5TING SYSTEMS SHALL BE ABANDONED BY REMOVING ALL MIXED MIXED MARINA = 40 BOAT SLIPS ® 15TALL/BOAT SLIP = 40 5TALL5 RESIDENCE RESIDUAL SEWAGE WASTES BY A LICENSED WASTE HAULER, REMOVING �j ((�� • SAND a SAND LOAM 05 P(,PI °`• 6E = 125,545 SF a 2 STORY 15TALL/I,000 SF = 1124 STALLS THE TOP OF THE 5TRUCTURE(5), BAGKFILLING WITH SUITABLE SAND AND / O rrr +Trr E;RowN Z I STORY GENERAL INDUSTRIAL 4,a10 SF 2,702 5F GRAVEL MATERIAL, AND PROPERLY COMPACTING. 2.0' 22 EMPLOYEES ® I STALL/EMPLOYEE = 22 STALLS OFFICE sowN RO PALE ABANDONMENT BY REMOVAL Howard Ill Young, Land Surveyor O FINE FINE MAY 2r qUZ REQUIRED = 215 STALLS 3 I STORY STORAGE 12410 SF EXISTING SYSTEMS MAY AL50 BE ABANDONED BY REMOVING ALL Thomas C. Wolpert, Professional Engineer w"'� �,j ...ay, E / (SIN) AND I STORY STORAGE RESIDUAL SEWAGE WASTES BY A LICENSED HAULER, REMOVING THE Douglas E. Adams, Professional Engineer PARKIN PROVIDED O4 IbQ 5F ENTIRE 5TRUCTURE(5), BAGKFILLING WITH SUITABLE SAND AND GRAVEL Daniel A. YJeaver, Land Surveyor 6W EL•1.4 "Th' 6w EL■1.2 6.4' Zoning Board-rn� .aT. (RECENTLY REMOVED) vaATER IN TOTAL PROVIDED = 5'7 STALLS I STORY MATERIAL, AND PROPERLY COMPACTING. OWATER IN PALE HANDICAPPED PARKING 341 5F PROVIDED = 4 STALLS STORAGE ABANDONMENT OF SEWER PIPING •\ EROM BFFINEN I STORY THE ASSOCIATED SEWER PIPING SHALL BE OUT AND GAPPED AS A FINE sN O STORAGE MEANS 5F MEANS OF ABANDONMENT. THE DEPARTMENT SHOULD BE CONTACTED FOR FURTHER ABANDONMENT REQUIREMENTS, IF FUTURE CONSTRUCTION s (5p) 130' O I STORY 15,0-76 5F 15 CONTEMPLATED IN THE AREA OF THE ABANDONED SEPTIC 5YSTEM. SANITARY DESIGN CRITERIA 4 CALCULATIONS � STORAGE � 8 I STORY 22,425 SF CERTIFICATION REQUIRED 17.0' O STORAGE THE ABANDONMENT OF EXISTING SEWAGE DISPOSAL SYSTEMS, EITHER SEWAGE DESIGN CRITERIA •� IN-PLACE, OR BY REMOVAL, MUST BE CERTIFIED BY EITHER A � PROPOSED LICENSED DESIGN PROFESSIONAL OR LICENSED CONTRACTOR AS GROUNDWATER MANAGEMENT ZONE = ZONE IV _ INDICATED BY THE DEPARTMENT ON THE PERMIT TO CONSTRUCT. FOR METHOD OF WATER SUPPLY = PUBLIC •� .�' BLDG. NO. U5E GFA PROJECTS SERVED BY MUNICIPAL SEWER DISTRICTS, THE ALLOWABLE SANITARY FLOW = 600 GPD/ACRE APPROPRIATE MUNICIPAL AGENCY WITH JURISDICTION SHOULD ALSO BUILDABLE LANDS = 15.5545 AG x 600 GPD/AG = 9,501 GPD •\'� •�•� O STORAGE 62,310 5F BE CONTACTED. •�. PROJECT DENSITY SEWAGE FLOW •\ i' ?o EXISTING: RESIDENCE: = 500 GPD . 0 •\ L 1ST OF ON—SITE STORAGE TANKS MARINA: 40 BOAT 5L PS ®1OD&PD/BOAT SLIP = 400 &F'D ouR (ouR, GENERAL INDUSTRIAL: 4,di10 5F ® 0.04 GPD/5F = lab GPD . BOAT STORAGE: 61,205 SF ® 0.04 6Fl = 2,448 6PD TANK # SIZE (GAL.) CONTENT TYPE PROPOSED: BOAT STORAGE: 65,100 5F ® 0.04 6PD/SF = 2,604 GPD 6 2000 GASOLINE AST OUTSIDE NON-5TOiRAGE (BATHROOMS): 152 SF ® 0.06 GPD/SF = q GPO now or formerly �•� �+c�,p os 7 8000 DIESEL AST OUTSIDE TOTAL DENSITY = 6,IIa GPD \ North Fork A7 1d 8 275 #2 FUEL OIL AST IN51DE \ \\ Pro ect, LLG \ Ilk, I' 9 275 #2 FUEL OIL AST INSIDE DESIGN: CALCULATIONS SANITARY SYSTEM NO. I \ \ � '� EXISTING;: \ \ \ •� �� 10 275 #2 FUEL OIL AST INSIDE GENERAL INDUSTRIAL: 4,a10 5F ® 0.04 &I l = 196 GPD \\ \ \ BOAT STORAGE: 61,205 SF ® 0.00 GPD/SF = O GPD o TANK NUMBERS SHOWN AS ASSIGNED BY 5GDH5 OFFICE PROPOSED: `� T OF POLLUTION CONTROL BOAT STORAGE: 62,510 5F a 0.00 6PD/SF = o GPD °2o��d NON-5TOiRAGE (BATHROOMS): 152 5F ® 0.06 GPD/5F = a GPD �_ — ----—_ — — — — —— — —_ `� •\ TOTAL DESIGN FLOW = 205 GPD — — — o0 NOW ONOO \•` I/A OWT•S ————— — — aNnoi \ \ PROPOSED REQUIRED = 205 GAL. —— — —. — ————— ——— ti\ \ G/O \ �-�O METER PIT USE GEN-15 AS MFG BY FUJIGLEAN USA = 500 GAL. o�\ b O� '� d PROPOSED 101, LEAGHIN6 WATER SERVICE •may �, REQ. 205 GPD / 1.5 GPD/S.F. = 137 SFSWA NOTE: ALL CONDUITS BETWEEN PANEL AND o J \ a coo /3� O p p •` 2�d LEACHING &ALLEY SIZE: c� •� �`) PROPOSED 2° 4.751 N x 8.50'L x 5.00' DEEP = '79.5 5F5WA S� \ �O O,� / WATER SERVICE USE 4 GALLEYS ® 701.5 SFSWA EA. = 515 SF5WA TREATMENT TANK MUST BE SEALED TO PREVENT / o / O 9 f GAS LEAKAGE INTO PANEL. / \ Sod ebno oOOM / o� \ 0 y FOR WIFI COMMUNICATION DEVICE; \ Q S y '<< DESIGN CALCULATIONS SANITARY SYSTEM NO. 2 USE ALARM/CONTROL PANEL MDL#1045040 / b tda i �0e Nc. O" RPZ D C •� PROPOSED EXISTING:: CONTROLLER G MFG BY SJIE RHOMBUS / �ON� °\ o 35. STEPS ELECTRIC CONDUIT OFFICE: 2,702 5F ® 0.06 &Ill = 162 GPD ALARM/CONTROL METER / U / �� � Sb\ EQA o• _ N'oop w ^�O 2 HEATED N •� POWER FEEDER MARINA: -40 BOAT SLIPS ® 10 GPD/BOAT SLIP = 400 GPD PANEL MDL*I041ci72 INCOMING SERVICE w o/ 7d� �b �t �O Z Q N TOTAL DESIGN FLOW = 562 GPD __---_CONTROLLER 11A" �Jao 10 ENCLOSURE ro��� a MFG BY 5JE° RHOMBUS l l \ 1jb7jdsv N N Q Oo o y`O a FRAME PROPOSED I/A OWTS DEDICATED / �l `* o �' / GARAG �� REQUIREW = 562 GAL. CONTROL PANEL MOUNTED 15 AMP DREAKER � A. F• � v�y � "�x� /• x _ �C 2 BLOW-OFF O N 4"x4" PI?ESSURE / et 24.5. S 1 �' •• ' / USE GEN-7 AS MFG BY FUJIGLEAN USA = 700 GAL. OVERHEAD w _ • . o :.'/ . .' .. . .. Y ? Y EXISTING WELL TO TREATED W400D P05TS / r2 \ ro ,- h z LEACHING 120V AC, 10, 60HZ, 15 AMP POWER SUPPLY I v \ Ci p,µ x:• ��od.'- . o I / .', .'. . . . W BE ABANDONED REG. 562 GPD / 1.5 GPD/S.F. = 575 5FSWA m z o s #12-2 All WITH &ND IN I" PVC CONDUIT l l m \ F'tt 3 �' Fo�oN. .':: :j o . . a r G° I / T_ MAIN / \ o. �o• '� •• x � . INSULATED SERVICE " LEACHING GALLEY SIZE: Z AIR WEATHER PANEL 4.75W x 8.50'L x 3.00' DEEP = 7a.5 SFSWA �y �a x. /'.' • ''/•. • .' '�� o 52. . . . ! GAS aJ USE 5 GALLEYS ® 79.5 SF5WA EA. = 515 5FSWA / — XI'ST1N t ay _ BLOYWER "--RESISTANT /. ^o I 1 17)�2� BLOWER / \ so— .• :• SAiQITA i I WELLCl) ENCLOSURE \ /. ,O10S 1 1, I : Yw HARDWIRE / SYSTEM',TO/BE.' x y zU 10' ` PROPOSED NOTE FIN. GRADE / \ 4a x / /' ' 0 0 �.z THERE ARE NO PUMP-OUT HOLDING TANKS ON THE SUBJECT � AEIANDpNED 20, ,W WATER SERVICE PROPERTY 0z o ELECTRIC SUPPLY \ 0o°' `�' / / /.' 1� I" 2402' E :S / O• A�.' X1.STING WELL•' .' . t / y 1- 5 TO BLOWER _ / ,. �j ST / /.''LATE�ZA -TO.'.BE ' / �{ �:� 0. TO FUJIGLEAN &ROUND SJE RHOMBUS AIR BLOWER O �. •' / n Z ASANIDONED �• cF // NEW j W a ENGINEER'S CERTIFICATION OATS SPLICE BOX CONTROL l v / ' ' '' ' / l�l N R ; -HANDICAPED AIR LINE TO i °' l D E q �' ou"ate u"rca PANEL / X. •..' •'• j (4 USTRI C a t PARKING" a LECTRIC.AL SUPPLY FIUJICLEAN OWT5 SIGNS / I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE CONTROL PANEL $LOWER ELECTRICAL ONE—LINE DIAGRAM / /•: /. '. •:. % . — __ _ o , RAMP DISPOSAL SYSTEM(5) FOR THIS PROJECT WERE DE BY ME j•• /. •• .% NEW of w OR UNDER 'MY DIRECTION. BASED UPON A CAR PM %AND UGH SCALE: NT5 / l 1 I 1` "HANDICAP G' `�' \ 2?33• a� 3 L' '" w STUDY OF 'THE SOIL, SITE AND GROUNDWATE ONbtT10N5,`ALL. \�• /' PARKIN i / h2 / •' •' •' 1'II . o �z za Yp FACILITIES AS PROPOSED CONFORM TOT SU�l1r_,OUNT c' . /.. -.:. •�� j 1 434ti1� SIGNS tJJsr ,Ia, r r9.1 a O F� Cio o o DEPARTMENT OF HEALTH SERVICES GON5 CT N-ST�ANDA'RI'�5'I WELL IGP 1 2 SAME J! • F O 1';' ;,;.•' r `, r:: ' • o EFFECT ASi OF THIS DATE. x / �o 4. )O if^ o j UILD t) o DID m ' \ /.. h .S 4't B 7g� /)Vg ,'�\( �a M r (no bsm f NEW ARKING" n o / R,$ l J OR a HOWARD A. 1� I&, N.Y.S. L.S. NO. 45555n ?'r l:.' MFT Y =co SIG $ Q� 0�, o� / / ' / gV , \ Cio THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 x� N /�D/H ELEC DOU&LAS E. ADAMS, N.Y.5. P.E. NO. 50597 �i I �. 0 & . BASES (`' j NEW m `,t I= :::-'.;'`,• \ S / O/ M S�It � T/ "NO PARKING' � CONFOR SIGN s FINISHED GRADE AT 'TOP OF WALL EXISTING SANITARY :: : I : I 1 ;,�' 3 SIGN / uEr cK SHALL BE DE516NED FOR PROPER ''"' ''•' - �' / / o SYSTEM TO REMAIN / DRAINAGE TO PREVENT PONDING. ;• _.'•`t^j({^„µl, (5GDH5 REF# I I-SO-�i0) `�� ' ' '` \ ' STORq \ t / u TRACK EXISTING SURVEYOR'S GERTIFIGATION 8" LOW PERMEABLE 501E / O/ \. .'.:•\ . . \. . .• \ t T12.0 (72 4�0 �F 2 STORY MIItgO"n CV , '\ \ 1 B10.0 Sf) TB OFFICE BUILDING ' ' 9.55 4 // / o GFA=27o2 SF (DRY) • 1 HEREBY CERTIFY THAT THIS MAP WAS PREPA ING V. :.\'.:. ': .\.'..': :�\ I� �' � eta PRO OSED e ro;`j ``• / •\:: :.:.\ . •:•.��. . \ 11.1 �140.s avoo / OFFICE RECORDS, AND BOUNDARY AND TOPQ \r HI CAL-C EYS I / �.:.:.: �.. .• I 9.30 VENT / FIRE INE I MADE BY U15, AND/OR UNDER OUR DIRECTION v r 1 / :\ N PROPOSED E-ONE '•``� �V C� 9.20 9.40 PROPO ED m CONTROL PANEL ,f, w\p, N 1 / / \x GR ITV .ice AiNI �• LL ` /ti t t ; ' N / FORGE AIN ; �J ' / / 7NQT: I1NIfi1G ll'ttiRY \ ' y . PROPOSED E-ONE I� y BLOCKS A5 MFG. BY •' __. ;-;5, '• •:..' :: ;:: . : II R REGON WALL SYSTEMS :"'' — :"'l / EXISTING \ ::.''. :::\ \ PROPQ5 D 2 3 I DUPLEX PUMP STATION ' 7 OR APPROVED EQUAL •' . •. .''.:.. / o x\ . STOR t I STORY T1.8.b� 1 z WATER 5 RVIGE / s.3' �u BUILDING 31PY1rl�t W Cf) = Q t';': o2i / FRAME 610HOUSE 5F r'2' " t j OGP \ \\B1\ \" DB. a I `W' 1 ' �' y �.a F•,• ,� J� z .i 4. / 2 0' > NEW SANITAI'RY 5Y5` EM NO2. \' 1z :���.\ o s. Cq I W HOWARD W. YOUNG, N. .5. L.S. NO. 45843 Q •, 1 F D G N W ` s l i N Q 700 GrALLON I A � �� G D cKO J ! > !.{`t":Yt' / / 7.Cn 0 ! 5T 15.50L. I / I \ 0 g' ZF�OATIN O (5) 4.75Wx5.5C�Lx5.00 D P 3I ... W 11.8 ' r,` I . LE#�GHING GALL EYE °s`w T16. R l l O t v- 50% FUTURE EXPANSION �x.c \ C " :a ..a �! :`t=S=. / 4.0' aN �� .—.—. .— •�-��"..�� •• .T42•.0• II " III// �.o W MIN. 12" DRAINAGE ZONE / WELL _ 3 �" —.—.—.—.—. .— — —.— — — \ ! j BOAT STORAGE BU I LD I NGS (s/4 CRUSHED STONE) N \ \B 1 Q 6. • \I ! t r!o i I t E.FL 9.s / 5° �_ / ``� PROPOSED LOCATION �'. I I j ° s �j O�G I S `rACHT CENTER • " _ k '"' r / t a x — FOR OWTS CONTROL : '. \ / / : s DRAIN GRWE DRNE�+AYPANEL BLOWER a at Mattituck, Town of Southold (6" MIN.) � . . ,' "`'' ' "' ?. ' ;t :Y. . fI•µ",', PROPOSED 2N \ .x PT-0! t • I -� � Suffolk County, New York a 1 2 NIA TER a f N UNREI NFORGED CONCRETE OR. / / D o v�v°`�EIEgv!G_E REVISED SITE PLAN zz �a _ UTILITY PLAN N CRUSHED STONE LEVELING PAD' o o / / O$RH 1 I ' ' ' ' °1 � (6" MIN. THICKNESS)' / ;� : N BELGuw BL \ EXISTING WATER SERVICE : -4 1000 1O6 06 10 COMPACTED SUB-BASE SoNf o TO BE ABANDONED • . . . . / � z 106 Block 06 Lot 15.4 R'uewgy FENCE : I P051r�D'. : • '- z-< County TCax Map District 1000 Section i \ EXISTING WELL TO BE \ I : : :FI •L'IN)€'. : o �• O �; MAP PREPARED JUL. 03, 2018 REVISION Record of Revisions DATE / \ I I I I � m TOS NYSDEC NOV.20 2018 GRAY I T1Y RETAINING WALL 2 \ PURPO ES IONLYATI O 3 2 \ 0 / ! •� \ OD I I I OCK ADD TANK INFO APR.08,2019 o \ �• '^/ ,OR I I / c n / RAMP G D NYSDEC JAN.02 2020 \ O• •V \ cr S N I I FI-OOS BOSCOLA RESIDENCE FEB.10,2020 \\ •Y \ / •� o FRPM ��? : x SANITARY&DRAIINAGE JULY 01,2020 v_ d \ Q o RpGE n I ! 6 Z SCDHS NOIA#2 DEC.15,2020 •: O a DOCKS&HWM MAR 08,2021 DOCKS MAR.12,2021 MULTIPLE MAY 04 2021 / � MULTIPLE OCT 18,2021 OC/r \ _ X ' j W SCDHS NOIA#3 JAN 03,2022 O i f/ �I SCDHS NOIA#4 MAY 06,2022 \ Rg I 1 1 : •I I x SCDHS n WATER MAIN#SERVICES JUNY 101,2023 SCDHS NOIA#12 REDUCED SCOPE JOCT.16,2023 ULY 17,2024 I U I '�'. ; .x . i :.' ' '. • III i FIRE ACCESS APR 08,2025 Xw I WELL 9 .�: IX1: SEVNDE( )ROU�> '. I so.t' 40 O 20 40 80 120 IFROMITHLS EDCISTIN01' I - 5GAle: 1" = 40' IUTIL,IFi( POLES - . . JOB NO. 2(017 0165 DWG. 2017_0165_9ite plon_2 5 OF 15 ON OR ADDITION THIS RVEY 15 A TION OF SECTION UCATION NCES EON STING BE USED TO ABLISH PROPERTY LINES OR CTICDN ES OF SEAL OR SED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD E COPY. ('NDICATED°HEREON SHALL RUN ONLY TO THEOPERSON,FOR WHOM THE SURVEYIS PREPAREDDAND°N HIS NEW BEHALFT°THE TITLE COMPANY.(G� ,A ENTALAGENCYEA D LENDIING�INS71TUTION LINES USTED HEREON,AND UTO THE ARE U. .�E LENDING INSTITUTION.NOT CERTI CATIONSS ARE NOT TRANSFERABLE TO ADDITIONALLIINS�NTIIONSOR SUBSEQUENT OIWNERS THIS SURVEY THEY LOCATION OF BEARING WELLS(W),SEPTIC LAND TANKS(�SURVEYOR'S (CP)NSHHOWNN HEREON ARE FROM FIELD 013SMVAATIONS AND°R DATA OBTTAIINED(4)4FROM OTHERS.CERTIFICATION ( I/A OATS NOTES 400 Ostrander Avenue, Riverhead New York 11901 FUUJILEAN CEN-5 V Received TRAFFIC BEARING SLAB PROVIDE CLEANOUT tel. 631.12-1.2303 fax. 631.177.0144 I. THE DESIGN ENGINEER, FUJIGLEAN USA (SEE DETAIL THIS SHEET) @ FACE OF BUILDING admin®youngengineering.com REPRESENTATIVE, AND 5GDH5 REPRESENTATIVES f MAY 2 2 2025 RISERS&COVERS WITH • ,� � ,�... ,.. , �...> ., ,• -• .• .-�•,. ��. ><•�•. ..;�« SHALL OBSERVE THE INSTALLATION OF THE OWTS 11'-0" 5'-0" 5'-0" o�� AND LEACHING SYSTEM. APPROVAL FROM ALL 4"DUCTILE IRON @ 1.000% 4"DUCTILE IRON SAFETY LIDS 4"DUCTILE IRON NEW 1 STORY BOAT Y : .n • 9r lV� • . ° �. •"�'�r. > .,.0 - � °�"'_= ,; • = THREE PRIOR TO BAGKFILL. TRAFFIC BEARING SLAB HEAVY DUTY& @ 1.000% HEAVY DUTY& MFG BY TUF-TITE OR @ 2.000% STORAGE BUILDING I ' ? Zoning Board of App aIS LOCKING CASTING LOCKING CASTING APPROVED EQUAL AIR LINE TO FFEL=10.00 ' N Howard W. Young, Land Surveyor 2. THE SYSTEM START UP WILL BE COMPLETED TO GRADE y FIN.GRADE TO GRADE TRAFFIC BEARING SLAB RIM=9.4 BLOWER Thomas C. Wol ert, Professional Engineer ( UNDER THE DIRECT SUPERVISION OF A FUJIGLEAN RIM=9.2 p 9 ...• ,-... ., �, , ,. -- RIM=9.2 Douglas E. Adams, Professional Engineer I I p ( • `,: °^ It USA REPRESENTATIVE. I Daniel A. Weaver, y %:. Land Surveyor NOR f " 1 3. AN EXECUTED OPERATION AND MAINTENANCE -- .gig` • , � ° �Not � CONTRACT BETWEEN THE MAINTENANCE PROVIDER _.. . •._ --YL AIR LINE-- - ow AND PROPERTY OWNER MUST BE SUBMITTED TO THE IE=7.50IE=7.60 5" VENT� �' SUFFOLK COUNTY DEPARTMENT OF HEALTH IE=7.07 IE=7.18 IE=7.28 IE=7.33T, q 6.5O'Lx4.75'Wx3.00'D HOLE SERVICES (5GDH5) PRIOR TO APPROVAL OF THE I/ACn LEACHING &ALLEYOWT5 REGISTRATION BY THE 5GDH5 IN SANITARY DESIGN CRITERIA 4 CALCULATIONS awlt � �� ACCORDANCE WITH ARTICLE M OF THE SUFFOLK SEE DETAIL FORICOUNTY SANITARY CODE. BOT=4.40 -- ---'- -" - CONCRETE D15TRIBUTION MANHOLE OWT5 COMPONENTSa No1 5EWAGE DESIGN CRITERIA TOTAL OF (4) &ALLEYS 318 SFSWA PROVIDE END CAP LEVELING DEVICE _ ,..• ', ,�` �• ? MDL#SL-4 MFG BY TUF-TITE OR APPROVED GROUNDWATER MANAGEMENT ZONE = ZONE IV M I 3 EQUAL FOR ALL DISTRIBUTION OUTLET PIPES BOT=2.83 METHOD OF WATER SUPPLY = PUBLIC ,'x HIGHEST EXPECTED HIGHEST EXPECTED ALLOWABLE SANITARY FLOW = 600 GPD/ACRE - s GROUNDWATER EL=1.40� GROUND WATER EL=1.40 BUILDABLE LANDS = 15.8345 AG x 600 GPD/AG = 11,501 GPD ,. : : .n s 7 z 4P°>m8T'a a= vs.w�+Nd'"" t ° ..'° I 500 GAL. I/A OWTS PROJECT DENSITY SEWAGE FLOW MDL. GEN-5 MFG. BY FUJIGLEAN USA I: RESIDENCE: = 300 GPD OFFICE: 2,702 SF a 0.06 GPD/5F = 162 GPD #4 BARS (TOP) AND #6 BARS (BOTTOM) HYDRAULIC PROFILE SANITARY SYSTEM NO.I MARINA: 40 BOAT SLIPS ® 10 GPD/BOAT SLIP = 400 GPD 133" BOAT STORAGE: 61,205 5F ® 0.04 GPD/SF = 2,448 GPD SCALE: I"=4' GENE I 5TR : 4,g10 5F ® 0.04 GPD 5F = IC16 GPD PROPOSED: TRAFFIC BEARING SLAB (H20 LOADING) BOAT STORAGE: 65,100 SF ® 0.04 GPD/5F = 2,604 GPD NON-STORAGE (BATHROOMS): 152 Sr a O.Ob GPD/SF = Cl GPD � lYP I GAL RE 11`�IFORG I NG FOR ACCESS HOLES 5GALE: NTS TOT DE STY = b,l lq GPD 11' 5'-0" 5'-0" TRAFFIC BEARING SLAB 10' 4"PVC @ 1.000% 4"PVC @•1.000% 4"PVC @ 2.000% HEAVY DUTY& 4"PVC @ 2.000% DESIGN CALCULATIONS SANITARY SYSTEM NO. 1 #4 BARS ® 12" EACH WAY M RISERS&COVERS WITH LOCKING CASTING EXISTING: EXISTING HEAVY DUTY& SAFETY LIDS AIR LINE TO TO GRADE 2 STORY TRAFFIC LOCKING CASTING MFG BY TUF-TITE OR BLOWER GENERAL INDUSTRIAL: 4,C110 5F In 0.04 GPD/5F = IC16 GPD TRAFFIC BEARING SLAB HEAVY DUTY& BEARING SLAB RIM=10.8 FRAME i'j LOCKING CASTING TO GRADE FIN.GRADE APPROVED EQUAL BUILDING BOAT STOIRAGE: 61,205 5F ® 0.00 GPD/5F = O GPD .< °; .• � FIN.GRADE TO GRADE RIM=10.0 RIM=10.0 RIM=9.4 FFEL=9.6 PROP05E0: 1 HEAVY DUTY& BOAT 5TOIRA67E: 62,510 5F ® 0.00 GPD/SF = O GPD #6 BARS ®I 6" EACH WAY � n _,•_ •,•, I E=8.60 LOCKING CASTING NON-STORAGE (BATHROOMS): 152 5F ® 0.06 GPD/5F = q GPD TO GRADE TOTAL DESIGN FLOW = 205 GPD _•.w.• �--AIRLINE---- -� RIM=6.9 1/A 0WT5 TRAFFIC BEARING SLAB SECTION - - 3" VENT IE=7.50 IE=7.60 REQUIRED = 205 GAL. 50ALE: NTS IE=7.07 IE=7.18 IE=7.28 IE=7.33 HOLE USE GEN-5 AS MFG BY FUJIGLEAN USA = 500 GAL. 0 8.5O'Lx4.75'Wx3.00'D "' LEACHING GALLEY 4'-0" " LEAGHIN6 4'-0' SEE DETAIL FOR CONCRETE MA HOLE z REO. 205 GPD / 1.5 GPD/S.F. = 137 5F5WA G.1. FRAME 4 COVER- GAMPBELL BOT=4.40 ---'- - - - - CONCRETE DISTRIBUTION MANHOLE OWTS COMPONENTS PROVIDE BAFFLING AS LEACHING GALLEY SIZE: FOUNDRY PATTERN NO. 1007G, OR TOTAL OF (5) &ALLEYS 8q8 SFSWA PROVIDE END CAP LEVELING DEVICE DIRECTED BY ENGINEER 4.75W x 8.50'L x 3.00' DEEP = 7q.5 SFSWA APPROVED EQUAL. ED z MDL#SL-4 MFG BY TUF-TITE OR APPROVED BOT=2.42 AND/OR REQUIRED BY SCDHS USE 4 GALILEY5 ® 7q.5 SFSWA EA. = 318 5FSWA EQUAL FOR ALL DISTRIBUTION OUTLET PIPES HIGHEST EXPECTED HIGHEST EXPECTED IE=0.72 ASPHALT PAVEMENT GROUND WATER EL=1.40 GROUND WATER EL=1.40 IE=0.52 DESIGN CALCULATIONS SANITARY SYSTEM NO. 2 134't OF 1.25"DIA. EXISTING: 700 &AL. I/A OWT5 HDPE DR9 FORCE MAIN OFFICE: 2!,702 5F ® 0.06 GPD/5F = 162 GPD PRECAST GONG. COLLAR 24y A MDL. GEN-7 MFG. BY FUJIGLEAN USA MARINA: 4(0 BOAT 5LIP5 ® 10 GPD/BOAT SLIP = 400 GPD a N PROVIDE CLEANOUT TOTAL DE516N FLOW = 562 GPD BOT=-2.60 @ FACE OF BUILDING ". 5'-0' I/A OWT5 HYDRAULIC PROFILE SANITAR**r SYSTEM NO.2 E-ONE PUMP STATION REQUIRED = OO GAL. USE GEN-7 AS MFG BY FUJIGLEAN USA = 700 GAL. (n 6" GLEAN SAND 4 GRAVEL WITH CONCRETE MANHOLE LEAGHIN& SCALE: I"=4' > STOPPER OR END PLUG RE0. 562 GPD / 1.5 GPD/S.F. = 375 SFSWA LEACHING GALLEY SIZE: ~-SEWER PIPE 4.75'W x 8.50'L x 3.00' DEEP = 7q.5 5F5WA 500 ELBOW EL=8.1 FIN. GRADE USE 5 GALLEYS ® 7q.5 SF5WA EA. = 3g8 SFSWA TE EL=q.7 FIN. GRADE BUOYANCY CALCULATIONS THERE ARE NO PUMP-OUT HOLDING TANKS ON THE SUBJECT PROPERTY.. 4" DUCTILE IRON MATERIALS b JOINTS EQUIVALENT TO WATER MAIN PUMP STATION � WATER SERVICE STANDARDS OF CONSTRUCTION AND PRESSURE TESTED 60° WYE SAMIITARY SEWER LINE TO A55URE WATER TIGHTNESS PRIOR TO BAGKFILLING ONE (1) V DIA. x 8' DEEP PRECAST CONCRETE STRUCTURE WITH 8 INCH REINFORCED WATER MAIN JOINTS CONCRETE BOTTOM SLAB AND 8 INCH REINFORCED CONCRETE TOP SLAB WEIGHS ENGINEER'S CERTIFICATION SHALL BE 10' MINIMUM SEWER LINE JOINTS SHALL APPROX. 15,800 LB5., REPRESENTING THE DOWNWARD FORGE FOR THE STRUCTURE. Innp' 1". TYPICAL CLEANOUT DETAIL BOT OF PIPE=3.1 FROM POINT OF GROSSING BOT OF PIPE=6.3 BE 10' MINIMUM FROM POINT OF GROSSING THE PROPOSED STRUCTURE WILL BE PARTIALLY SUBMERGED TO A DEPTH OF 4.00' I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR SEWAGE FOR AREAS 5iUBJECT TO VEHICULAR TRAFFIC, z_ MATERIALS 8 JOINTS EQUIVALENT TO WATER MAIN (1.40 MINU5 -2.60). DISPOSAL 5'YSTEM(S) FOR THI5 PROJECT WERE DESIGNED BY ME 1.25" HDPE DRq � STANDARDS OF CONSTRUCTION AND PRESSURE TESTED N OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH SANITARY SEWER FORGE MAIN TO ASSURE WATER TIGHTNE55 PRIOR TO BAGKFILLING IS" DRAINIAGE PIPE THE VOLUME OF GROUNDWATER DISPLACED BY THE STRUCTURE V = AREA x STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL TOP OF PIPE=7.3 5UBMERGED DEPTH (31.6 5F)(4.0) = 126.4 CF. FACILITIES, /A5 PROPOSED, CONFORM TO THE SUFFOL OUNTY TOP OF PIPE=I b -- DEPARTMENT OF HEALTH SERVICES CON5TF -5TAND S IN -. THE WEIGHT OF THE WATER DISPLACED BY THE PARTIALLY SUBMERGED STRUCTURE EFFECT AS OF THIS DATE. %i` �r '"�1✓ � Y4 = 126.4 OF x 62.4 LBS. PER OF = 7,887 i_B5. �� ED 4'Jq p (' '. co u I�lean 10'-0" t.Fu dean 10'-0" APPLYING A SAFETY FACTOR OF 1.5, THE UPWARD FORGE (BUOYANCY) EXERTED ON � • :? H �c 1 ] r, / MIN. MIN. l m ,ICIr�Dw.H,... MIN. MIN. THE PARTIALLY SUBMERGED STRUCTURE IS 7,881 x 1.5 = 11,651 LBS. ' Trent Clr an Stirtrr.., I ,- rD CEN-5 JOINT JOINT CEN-7 JOINT JOINT THE DOWNWARD FORGE OF 13,800 L55. EXCEEDS THE UPWARD FORGE (INCLUDING Structural Drawing Structural Drawing SAFETY FACTOR OF 15) OF 11,551 LBS. AND, THEREFORE, BUOYANCY 15 NOT A CONCERN. HOWARD W. 4423U6, N.Y.5. L.S. NO. 458g3n • DATE: 077/01/2014 SCALE: 1/2"=1" DATE: 07/0U2014 SCALE: 1/2"=1" \ r r�• RATER SERV I CE/SEAER (FORGE MAIN) GROSSING DETAIL SEAEIR L I NE/DRA I NAGE PIPE GR0551 NG DETAIL THOMAS G. WOLPERT, N.Y.5. P.E. NO. 61483 In.o NTS NTS DOUGLA5 E. ADAMS, N.Y.5. P.E. NO. 608g7 - s2 s _o -1/2' VENTILATION PIPE POURED CONCRETE INVERT SURVEYOR'S CERTIFICATION a SCUM BAFFLE B CHAMBER Volume(gal) -2 Q Sedimentation Chamber 397 ACCESS STEPS -il -e '-1 Q Anaerobic Filtration Chamber 396 I HEREBY CERTIFY THAT THI5 MAP WAS PREP _ I G OFFICE RECORDS AND BOUNDARY AND TOP O RAPHIO-LL SUR S ® Storage Chamber Aerobic Contact Filtration Chamber 9801 r, Y �) o -1/'2' VENTILATION PIPE al ,-RECIRCULATION ' `-- MADE BY U51, AND/OR UNDER OUR DIREGTIO , �,�°"=���I !� �. ?' ` CHAMBER Volume(g ) AIR! LIFT PUMP © Disinfection Chamber 6 SCUM BAFFLE B 03 1 Sedimentation Chamber 277 Total Volume 'o IS;INFECTION n '-10 2 Anaerobic Filtration Chamber 278 CYLINDER (OPTIONAL) -7 -0 03 Aerobic Contact Filtration Chamber 127 4' INLET PIP ' IOUTLET PIPE SPECIFICATIONS C) E ,T 01 _--RECIRCULATION ® Storage Chamber 63 ACCESS OPENING -c� --, ".,, iI 0 g AIR LIFT PUMP © 4 Anaerobic Media PP/PE Filling Rate 32°0% dt Disinfection Chamber 4 Al1 A 1 �J O ISINFECTION 4'-B 'L Board Type Aerobic Media PVC/PP/PE Filling Rate 17/0 3 Total Volume 749 FINISHED GRADE ,^ S CYLINDER (OPTIONAL) Q5 Aerobic Media PP/PE Filling Rate 55% HOWARD W. YOUNG . .5. L.S. NO. 458g3 c 0.1. FRAME 8 COVER- GAMPBELL I' Blower 2.8 cfm ADJUST TO GRADE WITH RED -. �t1�1+,7 4' INLET PIP OUTLET PIPE SPECIFICATIONS '--EFFLUENT Tank FRP FOUNDRY PAT. NO. 10070, OR EQUAL. BRICK 8 MORTAR (MIN. OF TWO A 4 A Anaerobic Media PP/PE Filling Rate 32% INLET BAFFL 2 AIR! LIFT PUMP piping PVC/PP/PE COURSES 4 MAX. OF 15') 4'-0 ] © Board Type Aerobic Media PVC/PP/PE Filling Rate 16% 03 Access Covers Plastic/Cast Iron Aerobic Media PP/PE Filling Rate 57% ( Disinfectant(Optional) Chlorine Tablets PRECAST N #4 BARS @ 8" FFLUENT Blower 2.8 cfm TOP SECTION O.G.E.W.BOTTOM BOAT STORACGE BUILDINGS AIR LIFT PUMP Tank FRP IR INTAKE 24 CIRCUMFERENTIAL REINFORCEMENT INLET BAFF -� 3 RECIRCULATION PIPE LOW BAFFLE a Piping PVC/PP/PE STRONG S `I'ACHT CENTER 0 FLOW OPENING (TYP. (CLEANING OPENING) B w 5" 0.12 SQ.IN./FT. OF HEIGHT Access Covers Plastic/Cast Iron Disinfectant(Optional) Chlorine Tablets PLAN VIEW PRECAST `` Qt 1`�IQttitUGk, Town of Southold E RECIRCULATION PIPE LOW BAFFLE � 1/2' AIR INTAKE RISER w SEALING Suffolk County, New York FLOW OPENING (TYP. (CLEANING OPENING) B > STEP OLE RUBBER REVISED SITE PLAN PLAN VIEW DISINFECTION 4' MANHOLE N 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP CYLINDER (OPTIONAL) RATER SANITARY DETAILS 06 18' MANHOLE: (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP ISINFECTION 4' MANHOLE o CYLINDER (OPTIONAL) LOW OPENING PRECAST x _ CLA55 A CONCRETE 1000 106 06 10 $ LOW OPENING MAIN BASE MAX INVERT SHALL BE Count Tax Ma District 1000 Section 106 Block 06 Lot 13.4 11 1'-1 BOARD TYPE r p 8 CAST IN PLACE IN { CONTACT MEDIA ; CARD TYPE vL ,,, = THE FIELD. ' Q DO w'•. . "s. CONTACT MEDIA MAP PREPARED JUL. 03, 2018 4 - 4'..0" LOCK JOINT REVISION Record of Revisionskv DATE FLEXIBLE SLEEVE TOS NYSDEC NOV 20,2018 NYSDEC JAN 02,2020 © MONOLITHIGAL BASE SLAB BOSCOLA RESIDENCE FEB 10 2020 ESEMBL ATION REINFORCEMENT #4 BARS 8" O.G.E.W. TOP SANITARY&DRAINAGE JULY 01,2020 ASSEMBLY N0TES: ® 4 J SCDHS NOIA#2 DEC.15,2020 5'-5' O 5'-5' ECIRCULATION 6'-01' Oj 6'-0j' DOCKS&HWM MAR 08,2021 DOCKS MAR 12,2021 ASSEMBLY 0 I. ALL MANHOLES SECTIONS SHALL CONFORM TO A.S.T.M. C-478, LATEST REVISION STANDARD SPECIFICATIONS FOR MULTIPLE MAY 04,2021 4'-44' S-1� 4'-11' 2 4'-11" PRECAST REINFORCED CONCRETE M.H. SECTIONS. MULTIPLE OCT.18,2021 4'-3 ' O SCDHS NOIA#3 JAN.03,2022 2. MANHOLE R15ER SECTION TO BE FURNISHED IN 1,2,5 OR 4 HEIGHTS AS REQUIRED. SCDHS NOIA#4 MAY 06,2022 3 3. MANUFACTURER TO CERTIFY THAT MANHOLES DELIVERED MEET ALL REQUIREMENTS OF S.G.D.P.W. SPECS. SCDHS NOIA#9 JUNE 05 2023 3 EROBIC MEDIA 4. LOADING TO CONFORM T AA5HTO H-20 LOADING SCDHS NOIA#12 OCT 16,2023 G REDUCED SCOPE JULY 17,2024 c EROBIC MEDIA 5. REBAR TO CONFORM TO A5TM A-615-60 Fs=60,o00P5I FIRE ACCESS APR,08 2025 rn ERATION ASSEMBLY 6. WELDED WIRE MESH TO CONFORM TO A.5.T.M. A185 Fs=65,000P51 m 7. CONCRETE TO BE 4,000P51 ® 28 DAYS ERATION ASSEMBLY 8. FLAT SLAB TOP5 (NO JOINT) MUST HAVE TOP 4 BOTTOM STEEL. Scale: A5 SHOWN 0 SECTION A-A VIEW SECTION B-B VIEW TYPICAL SANITARY SERER MANHOLE DETAIL JOB NO. 20117-0165 SECTION A-A VIEW SECTION B-B VIEW NTS DWG. 2017_10165_site plan-2 6 OF 15 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2. ACES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A C 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 VAUD 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,GO .+MENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES 0, ..R LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS;OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)@ CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. LIGHTING SCHEDULE 400 Ostrander Avenue, Riverhead, New York 11901 tel. 651."12?.2305 fax. 651.'i27.0144 SYMBOL QTY. LUMINAIRE TYPE HGT. LUMENS L.L.P. admen®youngengineering.com • N / ) M WATT LED LUUSTRIES MFG. BY L51 INDUSTRIES INC. a / Received / ap Cl GAT. NO. AREA 14 7,350 1.0 �J PA5U-S-LED-LW-NW-UE-BLK, Howard W. Young, Land Surveyor OR APPROVED EQUAL Thomas G. WOlpert, Professional Engineer MAY 2 2 2025 72 WATT LED PATRIOT WALL SCONE Douglas E. Adams, Professional Engineer MPG. BY LSI INDUSTRIES INC. Daniel A. Weaver, Land Surveyor E Zoning Boars o� ��,��-;���; Iq GAT. NO. WALL 14' 5,500 1.0 XPW55-FT-LED-48-450-NW-UE-BLK, 78 WATT LED LUMINAIRE OR APPROVED EQUAL MFG. BY L51 INDUSTRIES INC. 1 13 WATT LED WALL LIGHT GAT. NO. PASU-5-LED-LW-NW-UE-BLK, 1 OR APPROVED EQUAL t MFG. BY LSI INDUSTRIES INC. S �_ 0-0 10 GAT. NO. WALL IO' 1,765 1.0 WLS-I5W-45K-BZ, OR APPROVED EQUAL 4" SQUARE ALUMINUM POLE 4 MFG. BY LSI INDUSTRIES INC. 11 GAT. NO. 45QB5 >, OR APPROVED EQUAL. ` �� :• 3.45 2.62 � o o w + + + + + + + + FOOTCANDLE STATISTICS 1.64 1.04 2.99 10.6 11.2 338 2.18 335 4.24 4 �! 2 x•: � �` � 72 WATT LED PATRIOT WALL SCONE + + + + + + + + + + + + MAX. G. BY LSI INDUSTRIES INC. & „ , 0.30 0.38 0.74 1.53 5.05 11.2 5.87 1.65 0.86 1.98 5.21 547 250 284 373 5.25 MIN. l'A �VG. GAT. NO. + + + + + + + + + + + + + + + + + t 1 ti 1 XPW53-FT-LED-48-450-NW-LE-BLK, 01 Q 0.28 0.11 006 019 1.00 ,- 72 0.53 0.21 0.88 0.99 1.51 1.48 2.13 3.24 2.20 093 0.54 0.81 1.42 1.53 1.29 1.71 1.77 3 1 OR APPROVED EQUAL Y 0.00 12.85 1.78 0.24 0.53 0.34 0.11 0.08 0.38 2 0 .15 041 2.55 3.20 1.80 0.84 0.77 0.61 0.37 029 0.32 041 048 060 0.60 0.67 0. 5 0 09 0.05 0 13 0 54 1.05 041 OA C 0.14 0 95 4 06 419 2.45 0.63 0 30 0.23 0.18 0.13 0.14 0 19 028 038 038 0.32 0 4 .. x H' + + + + + + + + + + + + + + + + + + + + + + + . LIGHTING NOTES 0 35 0 26 0 08 0.07 0.29 1 3 1.58 0 36 0.10 0 714 6.12 3.68 0.69 0.18 0.10 0.08 007 007 0 11 033 0.66 0.49 0.27 + + + + + ALL PROPOSED OUTDOOR LIGHTING CO Ot 0.03 0.11 0.69 2. 1 60 5 5 78 4 58 1.07 0 20 0 07 0.05 0 04 0.05 0 09 0 55 1.61 1.06 0.66 t, FIN. GR. FIXTURES SHALL BE SHIELDED ON v: + +B b III-III-III �� I-III-I I- CO 05 0 22 619 525 1.18 0 19 0.06 0.04 0.04 0.05 0.20 1.23 3.67 234 2 1 1 f THE TOPS AND SIDES AND }'. ' + + + + + + + 't DIRECTED STRAIGHT DOWN. o + CO 26 0 5.23 4.52 1.42 0.25 0.07 0.05 0.05 0.12 0.57 2.06 2.99.4 f ,,. CONCRETE m + FOOTING + + 5 4 26 4 18 1.42 0 27 0.09 0.08 0.15 0.38 1.32 2.92 4.14 7 6' a 11 oa �l` 2" ELECTRIC, CONDUIT +I 1101 42 2.49 2.41 1.34 0.33 0.11 0.10 025 0.58 1.07 1.28 21 } (BURY2'-O" MINIMUM BELOW GRADE) + + + + + + + + + + + + 4 24 055 1.11 1.06 092 035 0.14 0.11 0.41 1.19 0.95 0.70 .02 j ` + + + + + + + 241I y` co os 0.19 - 0.75 0.86 1.04 0.44 0.14 0.16 0.92 241 1.71 1.3 �l FIN. GR. + ` 1 81 1.89 1.95 0.55 0.17 0.36 1 70 307 4.322 } WALL MOUNTED LIGHT AREA LIGHT 6 0.81 S 2 2 83 4.12 3.03 0.90 0.39 1 06 3.25 308 �� t N.T.S. NT�j + t + + + + + + + t}t 1 10 1 475 4.46 1.52 068 1 34 2.00 3.18 + + + + + 020 0 8 7.42 6.81 2.42 1.12 0.94 0.87 1 �, t y + + ' t 016 03 6.59 630 3.14 2.11 1 28 0.89 � 4O\ i tit + � 2.46 8.66 7.34 4.13 4.12 2.47 2 S ry 0 + + + + + + 1t I v x 57 428 49 4 94 4.58 3 53 4. r + ry �m Q 3 0 75 5.84 4.67 5 19 4.60 7�2� �(� 4= 0 S + + + + + `- 016 2.82 2.52 2.62 2.66 0.01 (0 02 .0 0.37 3.18 2.40 5.21 5 14 4.66 2.03 2.14 1.51 1.20 O7(0.03 0.14 1.26 335 3.09 821 5.95 3 89 2 23 2.81 3.81 3.45 2.46 1.95 3A 3.11 3.89 2.76 317 2.10 1 6 t 0 2 (0 03 0.13 0.92 3.1 .74 3.18 2.30 436 4.87 4.80 2.19 2.14 3.97 3.16 3.30 204 2.52 343 2,92 2.73 2.24 2.35 1.79 1.76 270 3.64 4.46 ?2 2" STONE BLEND + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �1 003 (0.05 0 09 0 53 2.84 7.21 5.56 4.02 2.18 2.58 3.66 325 2.57 1 94 2.91 3.07 391 2.59 2.41 3.12 2.35 2.48 1.95 1.76 1.35 0.94 090 0.93 0.62 0.47 1.02 318 320 0.0 (0 09 012 0.20 0.45 1.38 3.57 4.27 4 45 2.21 2.01 3.77 3.14 348 2.20 2.59 3.79 2.77 2.67 2A 8 2.15 1.67 1.45 1 34 1.26 0.85 0.52 0.43 0.53 045 0.22 0.16 016 0.24 0.22 0.37 1.12 1.95 304 4� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �t 0.17 (0.21 0 21 0.23 0.35 1 04 2.55 3.01 339 2.56 2.28 2.79 2 10 2.19 1.81 1.61 1.19 C.80 0.75 0.82 0.55 0.31 0.25 0.29 0.34 0.18 0.11 0.09 0.13 0 11 0 07 0.06 0.06 0.08 0.11 026 0.52 0.71 1. 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 49 (0 64 0.56 0.42 0.47 0.99 1.61 1 36 1 14 1.11 1 08 0.69 0.42 0 35 0 45 0.42 0.21 0.16 0 15 0.22 0.17 0 11 0.11 0.12 0,12 0.09 0.07 0.06 0.05 0.05 0.05 0.05 0.05 0.06 0.09 0.17 0.27 0.43 t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �ti 11 � ;'"'R• "�i�< ",e�';.',�/,- f_\ 77 84 1 96 0.83 0.42 043 0.34 0.22 0.20 0.23 029 0.17 0.11 0.10 0 13 0 13 0.10 0.10 0 11 0.12 0.12 0.14 0.17 0.18 0.16 0.13 0.09 0.07 0.06 0.06 0.07 0.07 0.07 0.08 0.11 0.16 0.24 041 1.13 3.08 i ENGINEER'S CERTIFICATION 4. O 5 45 1 46 0.43 0.25 0.16 0 12 0.11 0.12 0 12 0.11 0.11 0.10 0 10 0 10 0.13 0 18 ,.20 0.21 0.21 0.26 0.38 0.49 0.43 0.28 0 17 0.10 0.10 0 12 0.15 0.15 0.13 0.11 0.12 0.17 0.34 0 77 1.63 3.51 4.95 8.49 q�i• �. -%\ ` m nqs) m,rc• + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + A .2 5.77 1.51 0.45 0.27 0.24 0.24 0.21 0.17 0.16 0.20 0 21 020 017 017 0.25 040 0.54 0.51 0.45 0.57 1.23 2.01 1.63 0.76 030 0.17 0.19 0.27 0.40 0.42 0.32 0.22 0.17 0.21 0.38 0.88 1.94 3.02 288 3.01 1.49 49 I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR SEWAGE ,l 1 4" RECYCLED CONCRETE • + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _+ + DISPOSAL SY5TEM(S) FOR THIS PROJECT WERE DESIGNED BY ME :3 4 2.18 0 87 0 41 0.41 0.57 0.66 0.52 0.36 0.34 0.46 0.58 0 51 037 0.33 0.53 1.30 2.21 1.83 1.01 1 08 3.32 7. 5.47 1.65 0.46 0.25 0.33 076 1.53 1.71 1.01 0.46 0.31 0.36 057 070 0.77 1.27 2.30 2.11 07 p.25 0.11 BASE COURSE OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 107 0.60 0.40 041 085 201 2.81 1.75 0.82 0.71 1.46 2.41 1.90 089 0.53 0.96 3.46 8 581 1 4.45 1 0 1 1.77 545 .78 2.69 0.84 0.49 0.83 1.75 2.23 1.38 0.67 0.72 1.04 �p120 0.07 roll STABILIZED SOIL BASE STUDY OF THE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL `�.t + FACILITIES, A5 PROPOSED, CONFORM TO THE SUFFO OUN_ + + + + + + + + + + DEPARTMENT OF HEALTH SERVICES CONSTRUCT 5 k^ND S IN ( 26 0 44 1 54 5 75 3 4 52 1.An 1.22 3.75 9 5 96 1.76 0 69 6 778 2.17 1.15 228 4.42 3 .29 37 O .63 1.64 5.51 2 3.67 0.99 0.38 0.3 0.23 013 0 �. 3 01 �1 EFFECT AS OF THIS DATE. /fir �'✓ t'� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + STONE BLEND PAVEMENT SECTION /�_ t er N 10 10 12 0. 1. 6.18 .3 482 1.44 1 34 4.44 1 7 6 .82 2.09 308 1 25 0.63 U. 1.06 0.93 0.50 0.26 0 24 0 44 145 397 4.80 2.15 0.73 0.62 1.88 7.24 .2 4 60 .16 09 0.06 0 04 0 02 0.01 `\� (" + + + + + + + NTS 0.3 0. 8 20 0.14 0.14 0.25 1.04 1.19 0.76 0.41 0.44 1.10 2.89 01 .11 8 0.10 0.05 0.03 02 0.01 0.01 now or formlerly �" • now or formerly ~� 1` '� ` ;,' -.ua c' Russell Ze l l rner ) ~ ` HOWARD W. YC7 , N.Y.S. L.S. NO. 45843n Denise Ze i liner Joseph Seth Tusa nou LASE AVAMST�N N.Y.S. S NO..8 Sai � � Noreen Mary Tusa subdivision Map of "shore Acres" filed on .January 3, lal�4 as Map no.41 �-- subdivision Map of "Shore Acres" SURVEYOR'S CERTIFICATION .ourcgd-pmm. !01 2 filed on January 3, lc[14 as Map no.41 • I HEREBY CERTIFY THAT TH15 MAP WAS PREPARED UTILIZING r. O OFFICE RECORDS, AND BOUNDARY AND TOPOGRAPHICAL SURVEYS Z MADE BY US, AND/OR UNDER OUR DIRECTION. a r bl LIGHTING PLAN J `'}� _� SCALE: I"=40' <" CAST IRON FRAME Q COVER DRAINAGE GAMPBELL FOUNDRY, PAT. NO. PIPE 1007G OR APPROVED EQUAL. ` HOWARD W. YOUNG, .5. L.5. . 45893 CAST IRON FRAME 4 COVER ,4 GAMPBELL FOUNDRY, PAT. NO. 5407 OR APPROVED EQUAL. 0 rn } 0 PRECAST CONCRETE •: 4000 PSI PRECAST CONCRETE BOAT 5TORAGE BU I LD I N65 z TRAFFIC BEARING SLAB AS SOLID RING AS MFG. BY SUFFOLK STRON�'S YAG�tT CENTER 7l1 Q _ I MFG. BY SUFFOLK CEMENT CEMENT OR APPROVED EQUAL. N Q b OR APPROVED EQUAL. at Mattituck, Town of Southold E O�0 Q -� DRAINAGE PIPE 4000 PSI PRECAST CONCRETE Suffolk County, New York a -1 UI �� o� �� TRAFFIC BEARING COVER REVISED SITE PLAN N 20.00' p STONE5" STONE N R� 0 3.00' 10.00' a STONEBLEND 5.00' p D T S 0 STONE DRAIN �- I� 4000 PSI PRECAST CONCRETE 3 STONE I PAVEMENT I N 2 BOX AS MFG. BY SUFFOLK 1000 106 06 10 2.00% _ r F 2.00% 2.00% EL=Q 5O FFEL=10.00 SLOPE (� GROUT AROUND �( 0 CEMENT OR APPROVED EQUAL. GOunty Tax MOP District 1000 Section 106 Block 06 Lot 15.4 o SLOPE_ I SLOPE I z ENTIRE PIPE U LU BW=10.00 Q DRAINAGE PIPE MAP PREPARED JUL. 05, 2018 X PAVED INVERT - I: 12 SLOPE „ • o TERM 7 W PRECAST CONCRETE ONGRE SHAL BE CAST IN pN Record of Revisions DATE L FILTER } G L REVISI 4" TOPSOIL FILTER I FABRIC I c DRAIN RINGS AS MFG. TOs NYSDEC NOV.20,2018 d SEED _ �STONEBLEND PLACE IN FIELD FABRIC BY SUFFOLK CEMENT NYSDEC JAN.02 zozo .,.. 10,2020 PAVEMENT I O OR APPROVED EQUAL. s, , .. J11 s�rSili�RY&DRAENAGE JU FEBNCE 01 2020 DE9i JI 0❑❑ I DOCKS&SCDHS OHIWM MAR.08,2021 3.00'--� % + ' [� b 4000 PSI PRECAST BOTTOM DOCKS MAR 12 2021 I ®❑® SLAB MULTIPLE MAY 04,2021 MULTIPLE OCT.18,2021 IS" VIA. PERFORATED �� SCDHS NOIA#3 JAN 03,2022 DRAINAGE PIPE 5.00' I.WALL REINFORCEMENT WILL NOT BE REQUIRED TO A DEPTH OF W-O". SCDHS NOIA#4 w"06,2022 GW EL=1.4 2.DEPTHS GREATER THAN 01'-0"SHALL HAVE WIRE FABRIC,GONGRETE SCDHS NOIA#1 J OCT.16 2023 18" DIA. PERFORATED SCDHS N UCED SCOPE ULY 16 2023 0 DRAINAGE PIPE IQ' REINFORCEMENT 3'xl2",I AND 2 MIN.VERTICAL WIRES-12"O.G.,I/2"MIN.COVER. FIRE ACCESS APR. APR.08,2025 N Z S.STEPS REQUIRED WHEN DEPTH EXCEEDS T-O'. m FRENCH DRAIN 'A' 4 'B' FRENCH DRAIN 'C' 4 'D' N LEACHING CATCH BASIN b' DIA. STORM SEWER MANHOLE Scale: ,45 SHOWN N.T.S. N.T.5. NT5 NTS JOB NO. 2017-0165 DWG. 2017_0165_site plon_2 7 OF 15 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72D9 OF THE NEW YORK STATE EDUCATION LAW.(2 ICES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A :PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION O)F 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,GO, .,AENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES 0, LENDING INSTITUTION.CERTIFICATIONS 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 FlELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. o /17.00, GOo D Le •41RF5 lyp 1 '• . : 1 I /� N Q BELGIAN BLOCK q \ o� �4c e)O ". •. I •. :• •, •. '�•:.•,_,•,•,, o EL400 Ostrander Avenue, Riverhead, New York I Ig01 S7'oNt;OR N �\A* . . . . . . . : '. I . : I I : ', ',I to I. 651.121.2303 fax. 631.127.0144 A'E1Ygy FENCE Z o odmin®youngengineeringxom 0 m a • No \\ R OR� o•r : : I • '• : :' : : '• : I I l C RAMP OATING DOCK \\ O \ S68° 1 51 ME N� I ' • I ' . • ' / Howard W. Young, Land Surveyor �1! GE ��?1 : . X • ". : 1 . . : , I : / o g+ y \ / O „ SQL RP ,�. 1 • '. 1 I z j Thomas G. YVolpert, Professional Engineer \ 4 O P GP I : : / Douglas E. Adams, Professional Engineer Daniel A. Weaver, Land Surveyor OcIr Rec IX : is I . I j MAY 22 025 1 \ wELL I 60.1' O s 20ning Board Of Appeals • J: : \ z N / 1 I /•:'.: .I. .I 20.9' NG S r RAMP DOCK FLOATI 1ti SHED I-JF d \\ .'. .'. POOL / .. �' .' I •'. : : �l:: :: :: /: :I" : ' yV7g oio \ '�„ Donn i'�rmer f _ I • I :: : : . . • . I;: ;: I � � � (1060-106_ oSGolq'.. X tU \ \ x - I:•' I' x X/ :'::: '/ rn X o AA X U \ "X a/ J . H : \ • .. . . . . . . . . . . . .. . X / /•. 'w • Ni CIV �1 Y. /•''' ! o 0 . .'. . F o 0 FLOATING DOCK . . . . . . . ..X.. .8* / / /. . /: 3r Ci t x maX,' \ / ^� :� / : .x t \ vX �I •d. . . ! 3 \ x :X \\\ XH.. . . . s� j/ ':: •ti : :: 1 58'1°12'38"W \ •mow 1 X 42.38' I u 4 \ 1 "`b '"'''' .: ' l 1, Y 515o 51 I I W X \ 0 \ �_ l 26.21' \ . z X 1 1 A \ \ ENGINEER'S CERTIFICATION mn,aa4toaR 0.9 X 1 o I : X /. . ;/ / x • I HEREBY GE RTI FY THAT THE WATER SUPPLY(S) AND/OR SEWAGE __/ I / • ., / M o.I DISPOSAL SYSTEM(s) FOR THI5 PROJECT WERE DESIGNED BY ME I /' ' /•' :.'/X oNo o� OR UNDER MY DIRECTION BASED UPON A CAREFUL AND THOROU FLOATING DOCK STUDY OF THE SOIL, 51TE AND GROUNDWATER CONDITIONS, AL x 1 \ : : 1 /. .' •'/:' '.'/ N RAMP x I : 1 LOTS, AS PROtPO5ED, CONFORM TO THE SUFFOLK GO x 9ti . .... .. . . . . .. 1 : 5 S, I � ,• t !� DEPARTMENT OF HEALTH SERVICES CONS TRUC" TAND IN H„ ILn •. : X: ; I : '. •. •, \ .'/ •'. .'I.•" : :/ .. . 1 � �� EFFECT AS OF THIS DATE. XOt I t _ : / \ \\ / ! APPARENT HIGH WATER . 9r. . . / .' .' X INCIDENT WITH . . . / . / / I, 1� MARK IN CO 9£ \ x \ — / . / / I : ! BULKHEAD ... , X \ •.x. . . . . . . . . . .. . — — / : X HOWARD W. Y NG, N,Y.S. L.S. NO. 458a3n :. X. it & /� THOMAS C. WO)LPERT N Y 5 F.E.P NO 61483 X .' : I : ! °ry o I N DOUGLAS E. ADAMS N.Y.S. P.E. N0. 808a7 \ I I -- X' .' .' / / \ \ X. .. !t ryp ryr1 540 116 33 E x / — _ _ ___ .. . . . \ 5URVEYOR 5 CERTIFICATION ° / m / .. . . .. ... . . .•' / \ \ X .. . . . . . .� — — — — •-- : I :x i 020. 58j°58�341I • CERTIFY THAT THIS MAPWAS PREPARED UTILIZING \ I / : RAPHICAL SURVEYS MADE BY US AND/OR .. . . . . . . .. .. . . . . .. . . . . .. . . . ... . . . / \ _ J I It �88.7q I HEREBY / / UNDER OUR DIRECTION \ I !1 C9 BOUNDARY AND TOPOG c , x . a // ' ' t�ry�� �� F��!!! �,`� EDGE OF MARSH x \ � TIE LINE ALONG IX �' i s 0 X. . .. . ... . . . .. .. . . . . . . . •X \ t �� u' .,-CIF . / X of I I- My1 X i llggX \ �J / 0,t XX X !F U O V O � X : \ : / zz. X I X / ,�h.eL G _�(r X �j 02 X ' X 1 •rl 'I X 3N U q^ / I g`t ;X X : . M X / './/, ti x _\ HOWARD W. YOUNG, Y.S. L.S. NO. 458a3 `; ,Jr+ + r 9 1 i` CD m V x^ . 1' ' W /07.7cI' zt. . .X / /.X \t x N lu 4 vN X x / .' x.. . . . , ::::i ! , 6 �� X X BOAT STORAGE BU I LD I NGS : .' . .' . N67o4 60, �� o o x x . / %• ! �S} `! /� TIDAL VEGETATION AREA �3 3 3 oy / . M i !! x STRONGtS kYG oT5G1�1Td ,, 0 ° a E C;(0 W I '•'.'.' •'.' / �' ll I EDGE OF MARSH01 Suffolk County, New York A—1 Izo : I . Xz. X I;y 019) REVISED SITE PLAN N o 0 \ / .' 1 4,¢os, / �o 'J EXISTING CONDITIONS MAP 1000 106 06 10 X ,, ,.. .' \/: X� . . . . . .-.- _ _' .•X Y X County Tax Map District 1000 Section 106 Block 06 Lot 13.4 o o ^i / \ ::': . MAP PREPARED MAY 22, 20I a 9" S8601012017i -14.61 N87036'501IW C/ , X 182.66' -18°40�2�"� N89. .20 214 0 W N8�o�6•I ON p 1 N Q3225 Ii 8 . , — -�' 'I \ ;: :'• \ �' REVISION Record of Revisions DATE now or formerly 5 7'40'W N `�5i3 �V a�O 1y�7 \'. \ / \ SHEET NUMBER DEC 15,2020 x I1 •. '• .• ° DOCKS&HWM MAR 08,2021 ,�/•• now or formerly \ x _ DOCKS MAR.12,2021 A^,, �40�� / Russell Ze l lner " " " " " ' ,i/ �2 y '." �' q q 1 Z. o MULTIPLE MAY 04,2021 / Denise Ze I Iner A Joseph Seth Tusa \ °I °�IX I MULTIPLE OCT AN 18 2021 Noreen Mary Tusa I ' SCDHS NOIA#3 JAN 03,2022 N \ N SCDHS NOIA#4 MAY 05,2023 W °,�' SCDHS NOIA#9 JUNE 05,2023 subdivision Map of "Shore GreS'I `T p N N N N N EC SCDHSNOIA#12 OCT.16,2023 filed on January 5, IC114 as Map no.41 p N 00 REDUCED SCOPE JULY17,2024 subdivision Ma of 'Shore Acres M 1 0 FIRE ACCESS APR 08,2025 filed on January 5, IcI14 as Map no.41 X J m / Z 40'�� 40 0 20 40 80 120 / Scale: 1" = 40' a JOB NO. 201-1-0165 DWG. 2017_0165_51te plan-2 8 OF 15 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2) ,CES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A. .PURPOSE AND ARE NOT TO BE USED TO ESTABUSH PROPERTY LINES OR FOR ERECTION OF FENCES.(S)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,GOV .MENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF LENDING INSTITUTION.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. 28 R= WIffFB p \R�EWgy N BELGIAN BLOCK ; - r 400 Ostrander Avenue, Riverhead, New York 11901� _ . o �N sroNE� FENCE : I : : I : • : '. I'. : : : I ; �� tel. 631admin® o3n fox. 6 el 72ng.Ol44 om y 9 9 H ' � o � o �1 or W _ \\\ \\ � FSRPM PE OE �• � > . x ' ' I j z RAMP! ' CK \ N�I Howard W Young, Surveyor I DC R Thomas G. Wo►pert, Professional Engineer MA 2 2 2025 Douglas E. Adams, Professional Engineer \ Daniel A. weaver, Land Surveyor Zoning F30ard I • 1 r, I I I / X x ol m o 1 `, WELL ► I : : ', I / so.1' N J S TEMPORARY j / i oX. V. \ t \ ' o '. ?A2 / \' a• \ -o x HAUL ROAD ME NOGG �, �, 1 ..• •,. _ ,} FRS. �PRP // •: \ •. '..'.• , \ . •', •' •\ •• •• ' 'I : :I :� '�, a � �O 20,9' S r RAMP OPTING DOCK AX REDC, i 'r, %,;` w �9 �p0 // I : I I I ! :I � so 3�1 1 CL 0 p yqC RpNG,s fo : : , a c ` ° ' ° v �` � 2 bound rmer/ I : •I ' : I I �NrER �io6 M• dos I >G :I : : I I I j OL _ o_106-6 3 col ► \ ... ... . o s . . . . ... .. r'. �A \\ TEMPORARY STOCIGPIL AREA o \ FOR'CONSTRUCTION OF _ C . .. . . .. . .. 9A \ . :: ::. :1. . . SFcgN \ RETAIINING-WALL x/.:: I /.. x a �w �A. Z YVIEWAVE. \ a. a . . . a gD_ x /. ary :/:: �� J ` w Og \ // /:::: /: lh Q Q F x "1 so \\ PHASE TWO: EXCAVATE R AINING _ - -os-- - - - - -- X : \ 'MATERIAL FOR PROJECT o YFLOATING DOCK \ . . . . .. . . . . . . . . . . . . .x. . •8�. . . . . . . . . . . / /. • ./: 3�r E go IdGEY MAP : GQNSTR.UCT--RETAINING / •' .' SCALE: I"=600l X WALL\DURING PHASE', 1 , \ . . . w NSKTUCTION O �\ �'- >@- x N X. / ti RET� ACING VI�,PLL DURING \ X '' . x PHASE 2 . Q Q Q � Q x i \ \ \ o S1 p _ 4 \\ r' `. '• „, 07 •. '. ••. '• 1 '. s, \ X : I �� �,TI:b' s' '• /:,• . /, ••/•• •.�•• �I �11 1 l t` � CO All �� � ( w ` � a . /• / ~ Q v 'ENGINEERS CERTIFICATION 8 RECYCLED GONG. A ``11 / / t u O"3 SLOE s': `'\/ . ' t!' \` O'Y Q� \ �M I I •' •.x \ x I : ••/' . /• ''/.• 1 T AO �� ,nnnckaL+inutt, g' $ 1 '. I / rJ 1 HEREBY CERTIFY THAT THE WATER 5UPPLY(S) AND/OR 5EAAGE \ f r / /. , , ,/ �. x I �Q DISPOSAL SYSTEMS) FOR THIS PROJECT WERE DESIGNED BY ME O o 0 o O O /� /'f �/ //• �:• \ I /• • . . /: • • • x oNO�_�` : o2V OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH 1 I x'. / ro� O FLOATING DOCK x ,'` RAMP STUDY OF THE! SOIL, SITE AND GROUNDWATER CONDITIONS, ALL .';. X ; I : I / '. 1 LOTS, AS PROIPOSED, CONFORM TO THE SUFFOLK GO V� I I x : \ A: / x .•' . . . . . , t 1 DEPARTMENT (OF HEALTH SERVICES GONSTRUG . STAND SIN , ,'/., �x: .• .. \ /• ••. .'/'•::••/ EFFECT A5 OF THIS DATE. " �U e ell a.�• $t�':. I ram• / CONSTRUCT RETAINING ' _ X. / : : : : : l APPARENT HIGH WATER 8£ / MARK IN CO,NCIDENT WITH \'' -1' / DECONSTRU { WALL DURING PHASE 1 9£. HAUL/ <6 1�VIDF., TE ORAL H _ T / I : �� \L c r AUL ROAD CONS CTED. BULKHEAD / ROA�-i?dR�N� PF-I 4S.E 1 : ,x pRIO�R ; 0'E AVA►TION 'ACTIVIT�S — — " .' / : I : : : I: `� HOwARD w. o G N.Y.S. L.S. NO. 458ei5n _ <. . ---.. ID x x :' � � h THOMAS G WOLPERT, N.Y.S. P E NO b1483 \ !/ " ' • . . . .. :.: x �., \ (ACTt >4L. LOCATION. H UL OUTS•TO D I : : : : ° :. .. . . 6 STABILIZED SOIL BASE x — . • ' / / DOUGLA5 E. A,DAMS, N.Y.S. P.E. NO. 8081 L©TREIE CLEAR . . . . X.. .. . .•' / : . O'N'INIMIZE G) I : : : : s �� OR'SCERTIFICATION TEMP At ORRY HAtUIL ROAD SECTION / . .. . . . . . . . . . . . . I / `. . . .. EXCAVATION-LAM . .' \ '.. . . . . . . . . . . .. .. .. . . . . . . . . . . . . . . . . . ... . ° , 1 I �'x9 una�umlrc s TUTS // -OF• PHASE-TWO ' ' \— -- — - — — — — — — — — — — — I : : .t `I 'i� �, 002 I HEREBY CERTIFY THAT THISn MAP wA5 PREPARED UTILIZING o x .• // . .. .' // x ; f lk C� BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR (0.64,AC) , ..• 'X \ . : : 4o2 ,\ 0�� o TIE LINE ALONG UNDER OUR DIRECTION. g •' •'' /// ' ' — _ .. rq a ; T i ry F,2�1'�i EDGE OF MARSH x / /' x — '. :�\ Ni x' �1 ryv ,� 406, tl;� ! mX:. ^I X f.; .. \ O.NE: EXCAVAT / of r�F�✓ P\H1�`S i D00��1iV�01-E VATIO . # :' / 2� g W�,y��,. N - ,- • '' x ✓ v)�O .ram gz. x 71 •050 Cy \ 'o xx C. �� \ I 1 o X"; x. . . . . .... .. . oz' x x : I x : : . I }ii �o�a 3 0P1'tr.<h.A�C. x V X q �Q'Q pD X X X ^ X X ° . . 1 Q �v a� ? HOWARD w. YOUNG, Y 5. L.S. 45513 X X I /, : EXCAVATION;LIMIT / ' `'° lU i t� X IV x , OF PHASE ONE / .' . •.X ¢�� ^� x ED x / :'.':... ... . . .... .< . �, X x BOAT STORAGE BUILDINGS N (2.69 AC) . ..'' x 0 o x X / :\ TIDAL VEGETATION AREA STRON&�S YACHT CENTER o� \I at Mottituck, Town of Southold : :. ': : : EDGE OF MARSH Suffolk County, New York X x I : . .'/ .':.: : x REVISED SITE PLAN X N �� o \ p :X• ' L 40 ? �— EXCAVATION PHASING PLAN O —• —. — . — — .. _:,I ,-' / .pp \ � —. — . — _ .. a x cQ9�e� R1t < x x 1000 106 O6 10 T --s o 42 X �'. _ �'\.x qy x County Tax Map District 1000 Section 106 Block 06 Lot 15.4 2 2 SETB,AGK LINE o � N �o � . . . . . . . . . . . .. . S i x / -- — — — — MAP PREPARED OCT. 25, 2019 . . x_o Record of Revisions now or former) 12 ' 14 """ 2s ' REVISION DATE 12 30 _ \ y N \\ ' '. ' . ''•�� v1' '' PHASE AREAS JU C 105 2020 \• �I o�x p� SHEET NUMBER DE / Russo I I Ze l Iner . '.•' •• • . •• . • • 12 now or formerly I Joseph Seth Tusa DOCKS £HWM MAR U 2021 Denise Zel Iner p --yy //L '. DOCKS MAR 12 2021 \ \ z •\ I MULTIPLE MAY 04,2021 TEMPORARY STOCKPILE AREA Noreen Mary Tusa I \ -�s. '. MULTIPLE OCT 03,2022 � N \ SCDHS NOIA#3 JAN.03,2022 00 N N SCDHS SCDHS NOIA#4 JUNE 05 2023 FOR CONSTRUCTION OF subdivision Map of "Shore Acres" 0 N N SCDHSNOIA#12 UN 05,2023 RETAINING WALL filed on January 3, 1cI14 as Map no.41 I— subdivision Map of "Shore Acres" "' N 1 � REDUCED SCOPE JULY17,2024 j� filed on January 3, IcI 14 as Map no.41 x FIRE ACCESS APR 08,2025 a O iP m0 / Z 40 O 20 40 80 120 o / \ � Scale: I = 40 JOB NO. 2011-0165 DWG. 201"1_0165_site plon_2 Cl OF 15 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2) JES SHOWN HEREON FROM PROPERTY UNES TO EXISTING STRUCTURES ARE FOR A S PURPOSE AND ARE NOT TO BE USED TO ESTABUSH PROPERTY UNES OR FOR ERECTION4 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 VAUD 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,COVE ENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF'—LENDING INS17ITUTION.CFRnnCATIONS ARE NOT TRANSFERABLE TO ADD111ONAL NSTITUTICONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)A CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, Nopq York 114101 F tol. 651.121.2505 fox. 651.12-1.0144 "N' admin@9oungongineoring.r-om 0"� (w�o m Hov4ard IN. Young, Land Survegor Thomas r.,. Holport, Professional Engineer Douglas E. Adams, Professional Engineer Daniel A. Hoover, an urvegor "g, E, 'w� ENVNEERS CERTIFICATION I HEREBY CERTIFY THAT THE HATER SUPPLY(S) AND/OR SEAA&F= DISPOSAL SY5TEM(5) FOR THIS PROJECT HERE DESI&NED BY ME OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH STUDY OF THE SOIL, 51TE AND 57ROUNDHATER CONDITIONS, ALL b, LOTS, AS PRZOPOSED, CONFORM TO THE SUFFOLK r,�� ICT e, DEPARTMENIT OF HEALTH SERVICES CONSTRI, IN EFFECT AS iOF THIS DATE. 'Al Z� C�) C -15n HOHARD H. k&&, N.Y.S. L.!�,.'NO. 455 THOMAS 0. IHOLPERT, N.Y.S. F.E. NO. 614955 VOU&LA5 E. ADAMS, N.Y.S. P.E. NO. 50aq7 5URVE"rORS Or-RTIFICATION I HEREBY CERTIf-:Y THAT TH15 MAP HAS PREPARED UTILIZIN67 BOUNDARY AND TOP06RAPHICAL 5URvEY5 MADE BY US AND/OR 01 UNDER OUR DIRECTION. 0 �'v V 0 0 0 A �tw A&AL 8 0 Aft HOAARD A. YOUN&, <Y.S. L.5� NO. 455c[5 4AND E30AT 5TORAI57E BUILDIN65 STRON&S NrACHT CENTER at Mattituck, TOV4n Of SoUthOld 5uffolk County, Nevsl "rork E REVISED SITE PLAN HAUL ROAD PLAN Cq 06 1000 10160 06 10 0ounty TaxMCIP District 1000 Section 106 Block 06 Lot 13.4 DEC. 15, 2020 WRIAMIN MAP PREPARED Record of Revisions REVISION DATE DOCKS&HWM MAR.08,2021 DOCKS MAR.12,2021 MULTIPLE MAY 04,2021 MULTIPLE OCT.18,2021 SCDHS NOIA#3 JAN.03,2022 SCDHS N01A#4 SCDHS N01A#9 JUNE 05,202� SCDHS N01A#12 OCT.16,2023 REDUCED 61JUI't� JULY 17,2024 FIRE ACCESS APR.08,2025 pf so 0 25 50 100 1 0 m 4 -T 0165 JOIB NO 201 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)L .ES SHOWN HEREON FROM PROPERTY LINES TO E%1S71NG STRUCTURES ARE FOR A SI 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 FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVEI ,cNTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF..._JNDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSIITWTIONS 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. ' ORn'�AY FENCE EXISTING WELL Ti0 BE FIRE•LI N o J z \ \ : I : ' : : p 400 Ostrander Avenue, Riverhead, New York 1Ig01 / USED FOR IRRIO ATIO : I : : I w�-'+=� tel. 651.T2?.2505 fax. 651.177.0144 I I ' �' `� P. admin®youngengineering.com 2�' \ \ PURPOSES ONLY I : /0 0 3 r - I : I : '. 1 R r �• \ \ 0 (*1 �: RAMP BOATING DOCK • n f��V//LLyy„ " \\\VI/• \ / � o FRPPGE ��� '• : . I . : : I .I1 . . : 6 0 l� Received o G. � I . . . I / z A = Howard W. Young, Land Surveyor , Thomas C. Wolpert, Professional Engineer MAY 2 2 2025 �k c� : : \ I ' ' I : : :III Douglas E. Adams, Professional Engineer Re I :\ x ° Daniel A. Weaver, Land Surveyor rnonlnci tjt;�trr of Appeals = a I �� o I WELL I SE v14( )'.TO-Ek! I f1 60.1 x: j CGENERAL SEQUENCE OF 51 TE ACTIVITIES TEMPORARY I • FROMITHI.S #= ISTIN01'•. -. . • -• � HAUL ROAD UTIL.1ti(1PdLE I. INSTALLATION OF PERIMETER EROSION CONTROL MEASURES ` \ I I , \'.:.:, a (SILT BARRIERS, CONSTRUCTION ENTRANCE, ETC.) l W ..ti ' E I pR� / \ \ t \ 2. CONSTRUCTION OF TEMPORARY HAUL ROAD. STABILIZED �=�, I . 1 slop, / k PN`GP PGE / \\ \ \'. : I B. CLEARING AND ROUGH GRADING, STOCKPILE OF TOPSOIL CONSTRUCTION , r I FRgy R / I : : t AND BACKFILL MATERIALS. EXCAVATION 4. EXCAVATION AND INSTALLATION OF RETAINING WALL. PHASE 1) ' \ I : I: • \ 5. CONSTRUCTION OF BOAT STORAGE BUILDINGS i � /_ ,l j s Y 20.9' S r RAMP Fl OAf1NG DOCK S�' / w \ pL �'so I /: I I SHED 6. INSTALLATION OF STORM DRAINAGE AND APPROVED RO/I/ \ Q p0, I: :I' SEDIMENT CONTROL MEASURES. q G / : . I: :•:I:•::.: t ,CyTCFNS �,,;•�' I : : : : t w I ' I i t � 7. INSTALLATION OF SITE UTILITIES. of Q O 8. INSTALLATION OF PAVEMENT. x cf. FINE GRADING AND VEGETATIVE STABILIZATION (TOPSOIL, EXISTING WELL TO . . . I' ' j' / it U SEED, SO)D). IN, \ I / '•, BE USED FOR \ \.. \ I IRRIGATION I: :::I I' v w I 10. INSTALLATION OF LANDSCAPING IMPROVEMENTS. PURPOSES ONLY I::::I: ::: :: • I I 11 w 4 !� 11. ALL REMAINING TEMPORARY EROSION CONTROL DEVICES \o , I' Ii� J r MAYBE (REMOVED ONCE SUFFICIENT STABILIZATION HAS BEEN = s�\�/� � ��� - - \\\ : I::::I:::': I:•:•::I:•:•••:€I : ./ \ 0o ACHIEVED, AND AS ORDERED BY QUALIFIED INSPECTOR. sF �A. O 'PA \ Z \ 13AYVIEVW/AVE 9x0,6 \ 1� q / •',°�ti�• •'•' to J O m T'y 11 orZ, r / / 1 'it CL : I x x'' \ � - / . . ./. 10.25ktq Q Y \\\ // /, •'.'.'/ Bs.75 <(/ F2 = m rJ FLOATING DOCK KEY MAP CONSTRUCTION ENTRANCE #I � SCALE: I -600 I \\ �•. .. • ' EDcGE•OF•EROSION -. •/ .. /•:s: •••/ � �r �o :• \\ co)NTROL B1ANKET� INLET 1x (8Y OTHER S) P O / it s.so o :0: : o 1 \ EA P POLLS „ / END STONEBLE_0 2 \\ \ \ x (12) 10'DIp.x1540 DEE ., <'. r.. / PAVEMENT QO x CONCRETE 4 \ \ \ Lo WASHOUT AREA 1 7.50 0 3c x RIM-16.Y�0 S z (�' HIGH D �. _rytj��.4 .• rra '' - /' �. x. x ��or \ VINYL GLAEN� ,'.. ,,.• .r ;:,,I...._; -_ ..T / !1 so o x7.40 4 - ,`_' . i 1,5. '`� . x :: Iilw ice•►' � �. / t ' x / UCG ELECTRIClkx si -- IN 'p J. . � � / / : O ERVICE2v Sb• - . . ,,.•.,! -�-- ��'=' �3 2GQ1L '. '....,•/ •'.' �11 IUD 7.30 FLOATING DOCK x. . lyl I RP` , INOFF ' i/ IN -S 8 RAMP si• . . . .. . . . . Ihl x TO �I S6'L NG DRp,.iN / / ::• /.• /�/ t l i o titi I'I : x:S'►�c3'Dx I\GONNEGT RO�RE. x ' ' I. '' . . %' " STABILIZED w • . . . . ; (�EE ARCHITEGTU OGp�`O5) �9,3q: }t1� 7.10 F� 4,i DOWNSPOU / i i -CONSTRUCTION II : FoKL /• .' .'. / l: ,� /�/ 7.20 ENTRANCE I \ / : ' / 8£. . . . . .. . / X. yyx COINCIDENT WITH APPARENT HIGH WATER BULKHEAD 9£ r 9I _ J x - I 50 I : I/ U6 ELE i�.., _ x I . / . '1 S\O. .00 b.s5ING : : : �j 1 SERVICE Vv x ( :5 oV OAT. ST�pRA. X I P N1= ` ` " / B 3.10 SF ' \ . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . ... I ; I I/ § TEMPORARY x / \ . . . .. . . . . . . ... . .. . . . . . . . .. . . . . . . . . . . .. . . . a STOCKPILE AREA - �.©.0 / I I .FlFo C7k . . 1 . . . . . t \ - - - - - - - - - /' No gaerneri - - - - 41 x - - - I� c x \ I120cc,3E17 LOGATIQN BLOR / /� I t1�'? k4�� \ ty J57d�N TIE LINE ALONG EDGE OF MARSH ^I . . . // X .x... CONTROL PAN1L x .�. �� A2 2 x - / \ X ry� ,1 4os. ,s �4. x 5Yr5T� I/ T} 'vim�� °� t T �� ER'S G x x . .. .. . . . . . . . . . . . . .. . . . . . • NI ' P�LLONy /P�.OWTS p,THROOM.• '. /.' ry Q �, ENGINE ERTIFIGATION i NEW 4 5 )•. / munaaomt o� Z / a PEEP D£ H 2.0 . . X 8.50. GALY ; x. / / o� �/ fil S.6. z x RIMZIA.50 a . . . . To ( LEA pN �� / c 50 N A IzUNOFP LD-- : ). 50% FUTURE 1EXP . . �� IC ' o 00 T/I/ i� (tk, O I/ "�j c� o j° �� ✓ gZ '' I> .I6 �IyIyEGT G.FIE w 10.28 5 LEA 351 ELEC/. �/ ,ti tj �� � Y `' oll CHIN, 5 \ I � :. Q 5 - Z' ERtj510N o EE ARGHITEG'NRp`I-A LOjg) 3 Z 5 OG TI I XI_ DB / / /F��' Lh OF sK_eTS :.' ,,,• 1 .? s °Z� CONpL 8LA R5) x FOR 12 x : / t l x 3�N F- >.,. ' i `r (8Y OTHE - J �/ 1 4 �e QO c, o i'(,,.: df _z sg`' x LD 01, :NL I �. / in U r tit. .. . . . . Ep GH� DEEP POOLS -.r 1.00 g 5°� / �. . . / /I t �p4Vo 'Q 9.50 O / --- ' •. . • -�. � o HOWARD W `I'� G, N Y S L 5 NO 458g3n zt. . .. . . .. . . . . . . . . . . . O x ') t TH _ •'x x IE=6• INLET 9.5� � •' •�'• �- �• �x / ` �O� ^ � r� OMAS G WOLPERT, EL=q oo I DOUGLA5 E. ADAMS, N.Y.S. P E NO. 806q"I \ l.ti 1 / x x iF- ll `` 0 x o X STONEBLEND PA g X '• , � .' . ♦ , TDAL VEGETATION AREA ,0 V E30AT 5TORA5E SU I LD I NG5 7.20 o C� 1 PRO I • Tit =UZ D / 1 EDGE OF MARSH / v ✓TRON& S YACHT CENTER 7 0 ; v, i / \\ at Mattituck, Town of Southold t,ryh k Suffolk Count Nev York E x x i 9.00 - q y, Tt GLs. / 7.10 / c : REVISED SITE PLAN ' _ i1'' -�- - - 5 • 8.00 - � t i 7.2� J SILT FENCE X N ti X - - - 10 7.20 *1), i x / LET MH 2.2 - ROS'I ON SEDIMENT CONTROL fi'LAN B8. 0 � EL=8.40 yvy 69.35 �a x ® IE=5.40 x: 1000 106 O6 10 5E'TB,4GK 5. .GONG 06o : $ 'g . x LINE Ba. + = _'_:` o� I County Tax Map District 1000 Section 106 Block 06 Lot 15.4 12' "N N 28 30-- - _ l -�14 '. MAP PREPARED OCT. 28, 2020 12 N v� x - • / . . . . . . . . . . . . . . . 12 \ INLET \ '. '. �.'. \•'•, - � x � `� ' o Record of Revisions / EQUIPMENT/VEHICLE I x ,` �; . REVISION DATE FUELING/STAGING & PROTECTI0f1V N \ ' \ . . o I SHEET NUMBER DEC,15 2020 • 10 `} cV °�1 z DOCKS&HWM MAR 08,2021 " " MAINTENANCE AREA o N ZV DOCKS MAR 12 2021 MULTIPLE MAY 04,2021 64 OV MULTIPLE OCT.18,2021 p SCDHS NOIA#3 JAN 03,2022 x TEMPORARY SCDHSNOIA 9 JUNE05,2023 / O STOCKPILE AREA REDUCED SCOPE JOULYCT 17 INLET ,2024 / Z PROTECTION \ FIRE ACCESS APR.08,2025 W*E In 40 m / �3 O 20 40 80 120 Scale: 1" = 40' O = MONUMENT SET ■= JOB NO. 0165 MONUMENT FOUND Q z: 5TAKE SET e= STAKE FOUND DWG. 201-7-01T_0165_site plan-2 II OF 15 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72D9 OF THE NEW YORK STATE EDUCATION LAW.(2)L -S SHOWN HEREON FROM PROPERTY LINES TO EKISTING STRUCTURES ARE FOR A St >URPOSE AND ARE NOT TO BE USED TO ESTABUSH PROPERTY LINES OR FOR ERECTION OF FIENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD 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,GOVE:, -NTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF„ ,fltlDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. I ON 5 SLOPE HAY BALE MAX. BERM SAND BAG 400 Ostrander Avenue, Riverhead, New York IICt01 COMPACTED tel. 651.-127.2805 fax. 651.'727.0144 zww: BAGKFILL WOOD FRAME odmineyoungengineering.Com CONSTRUCT SILT FENCE _ SECURELY N / CONSTRUCTION NOTES AROUND ENTIRE PERIMETER ; l "T ;w= PLASTER FASTENED AROUND OF STOCKPILE � I_.. LINER ENTIRE PERIMETER I.PROTECTION OF STOCKPILES I5 A YEAR-ROUND REQUIREMENT. 2.STOCKPILES SHALL BE LOCATED A MINIMUM OF 50 FT.FROM I"�y ® CONCENTRATED 5TORMWATER FLOWS,AND INLETS. HOWard W. Young, Land Surveyor / 3.WIND EROSION CONTROL PRACTICES SHALL BE USED ON ALL STOCKPILES j i;;w; I h .:!I " [ ( (-. Thomas C. Wolpert, Professional Engineer m nr, AS APPROPRIATE. STOCKPILE - I. ` 3..._ • i"' 4.REPAIR AND/OR REPLACE PERIMETER CONTROLS A5 NEEDED,OR AS F'�`DE Douglas E. Adams, Professional Engineer 2 ' DIRECTED BY ENGINEER. SECTION A-A SECTION B-B Daniel A. Weaver, Land Surveyor Q 5.SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REAGH5 ONE-THIRD(1/5)OF THE BARRIER HEIGHT. LATH AND FLAGGING YY (! )I 3 3Q. v ON THREE SIDES ETOP OF BERM ROUGH HEMLOCK SAND BAG FIR FRAME ReC TEMPORARY STOCKPILE 3 GENERAL POLLUTION CONTROL MEASURES MAY 2 2 2OZ5 NT5 ® ® IN ACCORDANCE WITH THE PROVISIONS OF THE NYSDEG GENERAL S '\ HAY BALE 5TORMWATER PERMIT, STORM WATER MANAGEMENT AND EROSION AND \ of Appeal f� SEDIMENT CONTROL MEASURES INCLUDIN6, BUT NOT LIMITED TO, THE Zoning goald ® J ® FOLLOWING SHALL BE EMPLOYED DURING CONSTRUCTION: PLASTIC•\ I. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED (BY LINER INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED •\ A A ® B ® B MEANS) AND SHALL REMAIN UNDISTURBED. — 2. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE EXTENT OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. GRADED AND STRIPPED. AREAS SHALL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AS •\ ® ® REQUIRED. SEED MIXTURES SHALL BE IN ACCORDANCE WITH SOIL =c3 ® CONSERVATION SERVICE RECOMMENDATIONS. IN AREAS WHERE SOIL • oz \ DISTURBANCE HAS TEMPORARILY OR PERMANENTLY CEASED, o� '\'\ "BELOW GRADE" PLAN "ABOVE GRADE" PLAN TEMPORARY AND/OR PERMANENT 501L STABILIZATION MEASURES •\ �' '� SHALL BE INSTALLED AND/OR IMPLEMENTED WITHIN SEVEN DAYS. •\ 3. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE '\ CONCRETE WASHOUT MINIMIZED TO REDUCE RUNOFF VELOCITIES. RUNOFF SHALL BE \ NTS DIVERTED AWAY FROM CLEARED SLOPE5. USE DANDY BAG '\ 4. SEDIMENT SHAILL BE TRAPPED ON THE 517E AND NOT PERMITTED TO SEDIMENT CONTROL DEVICE \ ENTER ADJACENT PROPERTIES OR PUBLIC, ROAD5 OR DRAINAGE AS MFG BY DANDY PRODUCTS \ SYSTEMS. SEDIMENT BARRIERS SHALL BE INSTALLED ALONG THE OR APPROVED EQUAL \ LIMITS OF D15TURBANGE PRIOR TO THE START OF 0ON5TRUGTION AND SHALL BE MAINTAINED UNTIL CONSTRUCTION 15 COMPLETE. \ '\ 4 5. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO \ '\ PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO GRATE COMPLETELY f LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED COVERED Y ' {� ' � Q�IO, \ \ � UNTIL THE SITE I5 PERMANENTLY STABILIZED. HIGH-FLOW FABRIC Q,; .: , \\ \ \\ \ ,C , B �Q. \ ° •\ 6. ALL RUNOFF SHALL BE RETAINED ON-SITE IN ACCORDANCE WITH ,( \ 'o \ O LOCAL REGULATIION5 AND APPROVALS. DRAINAGE INLETS INSTALLED ON-SITE SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH THE 0 °2 USE OF APPROPRIATE INLET PROTECTION. PLAN FLUSH INLET \_ _ _ ——— �M _ _ _ _ ly '\ -1. THE FOLLOWING MEANS SHALL BE USED TO CONTROL DUST DURING lcoi NOW 'DNOD GON57RUGTION: A. WATER-DOWN ACCESS WAY5, STOCKPILES, AND ONnoj \ \ •\ MATERIAL PRIOR TO LOADING; B. LIMIT ON-51TE VEHICULAR 5PEED5 USE DANDY BAG — —— _ ti\ \ \ TO 5 MPH; Cl. PROPERLY COVER TRUCKS CARTING LOOSE MATERIAL SEDIMENT CONTROL DEVICE _ — off\ •` AND CON57RUCTI(ON DEBRIS. AS MFG BY DANDY PRODUCTS OR APPROVED EQUAL 8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES WOVEN WIRE FENCE \ o \ cod°' /��` SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE a sQo •� PERMANENTLY STABILIZED. FOLLOWING PERMANENT STABILIZATION, FILTER CLOTH / o / \ •\ PAVED AREAS SHALL BE GLEANED OF SOIL AND DEBRIS AND PAVEMENT / DRAINAGE SYSTEMS SHALL BE GLEANED AND FLUSHED AS 5URFARE NEGE55ARY. FfLUSH WOOD °,S` a. PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE INLET UNDISTURBED N DISTURBED l d �a ' Off Nc. •`. �J°'O k PERFORMED AS I NDIGATED BY PERIODIC, INSPECTION AND AFTER AREA FLOW AREA l o ��Ny,\ d ED o ' $ s STEPS +ryb' dD HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES ARE TO (u N ,� INCLUDE, BUT ARE NOT LIMITED TO, GLEANING OF RECHARGE BASINS, Q N nm�0 SEDIMENT TRAPS AND DRYWELL5, GLEANING AND REPAIR OF SECTION �bM3 ti o (b N y �` SEDIMENT BARRIERS, REPAIR OF BERMS AND RUNOFF DIVERTERS, Nb ry 0 •� ry AND GLEANING AND REPAIR OF INLET PROTECTION DEVICES. z I SECTION / / \ o l�dsb � � ��a �� � �� ti ry � Q FRAME °� PLUSH INLET PROTECTION / o �� o � / � A GARAGE o a F eZ b ?L 4� �x j!. .• x a = �,� �(,b°5� 10. DURING CONSTRUCTION, THE CONTRACTOR SHALL COMPLY WITH NTS WOVEN WIRE FENCE / 2 45> OVERHEAD W s — L : ALL LOCAL REGULATIONS CONCERNING THE DISPOSAL OF SOLID N LE) x 3 d — o i / z WASTE AND DEBRIS AND TOXIC AND HAZARDOUS WASTE, AS WELL AS 8.00' / / m" \ \ "p Z� o3ys �P Fo�NN :: n[ro•'. :' a m . .• m z Lw, SANITARY 5EWER AND SEPTIC SYSTEM REGULATIONS. 0 .' .' co`'0•M 11. CONCRETE WASH-OUT OF READY-MIX TRUCKS IS NOT ENCOURAGED AT THIS SITE, CONCRETE WASH-OUT SHALL BE PROVIDED. FILTER CLOTH / / . ./ ^o ,� l t` �Nbl�'3 (7 6 GA o� is / \ 50— �: /' ' ` e UNLESS OTHE"15E DIRECTED BY THE OWNER, THE CONTRACTOR IS ti`'= /. /•. .0, t t WELL RESPONSIBLE FOR MAINTAINING THE NEGE55ARY RECORDS OF _ \ 4S .x' •.• / /• ,•. •'/•.., t 10 � �z GONSTRUGTION ACTIVITIES, PREPARATION OF INSPECTION REPORTS, - i 1 - AND REPORTING RELEASE OF POLLUTANTS TO THE PROPER w 6 ' t / FD�Nc �,0 `^1 a '.•'j..••'••.••'•.•'.•/,•',•:.••• •• � U AUTHORITIES AS NEGE55ARY TO COMPLY WITH THE NYSDEG GENERAL \ ot, V`t' !• : ,• /. '. :� , 5TORMWATER PERMIT. THE CONTRACTOR SHALL REPORT ANY / O• kk. /•' / ' :: REQUIRED MODIFIICATION5 TO THE Sill NECE551TATED BY FIELD r'"`.'.`.."..':;: a:;' / i . . •• ' ' ' �a CONDITIONS OR GONSTRUGTION ACTIVITIES TO THE ENGINEER FOR NEW �a REV15ION OF THE 5WPPP WHERE APPROPRIATE. ELEVATION / �O / • / _ .'.' .' / 1�0^, //�/cENFR U0 q HAND n X. ,•••.. t US // I PARKING" / a / i/:','•'.::•'� .'..' ' �t (4910 / SIGNS a SILT FENCE / a i. .: : W > l ULI �,MP NT5 / %./.::. %/:'; ::. '/ ..: .'j/ ` NEW PARKING" / .' 0. / ,• ` HANDICAPED 4' I�Z '�'� N a / 42' /.• .• '.' SIGNS n / /• .'.•' •j... t 434> tt�' O t jjF.FL. 1 1�9.1 �p a �j o � / ...•,'••.•/.•: ..•',•• _ ! 2 STORY t o 5(0 / / hD x.'. •' / '•O •'' / 1� WELL t FRAME / 0 a MI!IN. .'. % ;• : '. % : x / 1�S' FXj 4.4 - BUILDING o / / / / S� k t $. a d t (no bsmt•) t .0' o EXISTING STONE PAVEMENT 2' EXISTING %. ''. j �1 y �O l `° %/ n ( e r ,, o of S. PAVEMENT / SR 5T 3 s GROUND ^------^-^� / /.'.' / l 1 t� RYJ 40.5' NEW w •... ..... .. s }} ' � / � .'/ t ?3 t}i� � Sr0 4'tt /{ � r .,No ARKING" Jr.' n / % %i �✓N'h'. / /i tl /�✓d.•1 ✓ GA^ O ��' ;'I: x t e(//���� o, / o SIG . ib Cif_ .� Z MOUNTABLE BERM 4 / / : I II ! (Noe 'All - x„ E'NG I NEER'S CERTIFICATION m NO PARKING ES �0 (OPTIONAL) / O I I . . 1 '' s�i`• `~\� / Te CONFORM SIGN Dung-al-tronn, FILTER CLOTH I ' II h"'' I SIGN TRACK LIFT INLET / o�'X'. •''. V sr � PROTECTION PROFILE / / `,\ \ t (1 ORAO ,t 1 t / LIFT TRACK EXISTING I: / O/ \'''.:•..\ . . \ l 11 T12.0 2 4/0 F �9.?• ' z 2 STORY s t sp / m OFFICE BUILDING 1 � ••\;:,•':.\•.•.'•" .��.•.•..\ 9.55 1t ,fit eye GFA=2,'T02 SF (DRY) � i 5(0' l �' �.;. .\'. . -:- ; �40•S 0 / oI r o / x t 1 l 9.30 o / I MIIN. \ \: H ,5 /� i. (OPTIONAL N / ash 'GR .ITY R A1NI LL s. 9.20 ao NASHRAOK s.ao o ) / \ ' HOWARD W. J�NG, N.Y.S. L.S. NO. 458Q3n \ a I THOMAS G WOLPERT, N.Y.S. P E NO 61485 EXISTING ., \ :' o / o DOUGLA5 E. ADAMS, N.Y.S. P.E. NO. 808Q7 ;` / / I STORY 3, "� •T1.8.b� � UIODING 0 I .: EXISTING a / FRAME HOUSE 2e \ \' 61 .5•' B 3 EXISTING ZvV U ` -'GOMR�aE PAVEMENT o2 t r ` ° OGP Q I - GROUND 'z• AGGREGATE 4ou / 1610 5F r S \ \ ' o N I BOAT 5TORACGE BUILDITUGS K O \' a ti x c� I OA¶NG pOC N o ST �3I ,w 5TRONG 5 YACHT CENTER ` ` °s '•Fis 14.1' � at Mattituck, Town of Southold 5� \ : PLAN N l l "' t, y t x ' ' .'BM. / a.o' 13 03 �� t _......._._._._._•_•_._._._. .'•'�.�''"'''r 7t2,Ii II " / ,°11/ aoI Suffolk County, New York DRAINAGE TO SEDIMENT l �' /r" �^ t ' '� �BIQ,5. ' I J ,,/ttr/fi 1 °YIL" � I REVISED SITE PLAN TRAPPING DEVICE / N F' �. . �'. . N SEE NOTE 8 ° x .' . / GRAVEL DRNEWAY 24 3 .\ \ V., I o EROSION I$ SE171 MENT CONTROL PLAN 1000 106 O6 10 W a ',•'•1 '• 1 I '• l County Tax Mlap District IOOO Section I O6 Block 06 Lot 13.4 a. / / � '. I '' '' ' ' I • ' 1 I. CONSTRUCTION NOTES z z 0 _ I. STONE SIZE-USE 2"STONE,OR A RECYCLED GONGRMM EOUIVALENT. oo / _ RH I M MAP PREPARED OCT. 28, 2020 2. LENGTH-NOT LE55 THAN 50 FEET(EXCEPT ON A 5IIN6LE RE5IDENGE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD.APPLY). I x l.'• I '• . : I X_ 5. THICKNESS-NOT LE55 THAN 6". A \ I N-1 o 4. WIDTH- 12'MINIMUM BUT NOT LE55 THAN THE FULL WIIDTIi AT POINTS WHERE INGRESS OR aELG(gN BLOCK STO ; I : `,'-I••'�'. 1// Record of Revisions EGRESS OCCURS. Ne DRI I • : '. 5. FILTER CLOTH-WILL BE PL.AGED OVER THE ENTIRE,AREA PRIOR TO PLAUNG,OF STONE. �11gy FENCE : I : : : I / ^-G (\1 REVISION DATE 6. SURFACE WATER-ALL SURFACE WATER FLOWING OFR DIVERTED TOWARD CONSTRUCTION I '• I'• / U1 0 SHEET NUMBER DEC 08,2021 2 \ � f -I f''I � DOCKS 8 HWM MAR O8,2021 ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IFF PIPING IS IMPRACTICAL,A j / \ : : I I O 03 DOCKS MAR.12,2021 MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.'. o \ I : I '• a (n v CP MULTIPLE MAY 04,2021 -1. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINEED IN A CONDITION WHICH WILL U L 2� \ \ i I to 3 r d` MULTIPLE OCT 18,2021 PREVENT TRACKING,OR FLOWING OF SEDIMENT ONTO PUJBLIG RI6HTS-OF-WAY.ALL SEDIMENT 41 \ Q I : : I '• I ! L' 01 SCDHS NOIA#3 JAN 03,2022 SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIGC RI&HT5-OF-WAY MUST BE REMOVED 2 1 I : /� .� C -n Map DOCK p \ O• �� S-�oR �`* : qq �ppTING SCDHS NOIA#4 MAY O6,2022 IMMEDIATELY. \ I : : •I •ml I / r i-. / SCDHS NOIA#9 JUNE 05,2023 5. PERIODIC INSPECTION AND MAINTENANCE SHALL BE I PROVIDED EVERY SEVEN(7) \\\ \ �p�� FRPPGE � "�1' I I I 1 ~ REDUCED SCOPE JULY 17,2024 CALENDAR DAY5. \ \ \\ PSe GPR I : '• I C) FIRE ACCESS APR.08,2025 m .o y,. � . : : I •• •• . 1 . . . . III f "I ' I • • • X a 40 O 20 40 80 120 5TABILIZ ED CONSTRUGITI ON ENTRANCE 4�� I ' : I ' I '. : : : II �/ 5ca I e: 1" = 40' i 1. 11 / JOB NO. 2011-0165 DWG. 2017-0165-51te plan-2 12 OF 15 (1)UNAUTHORIZED ALTERAIION OR ADDITION TO THIS SURVEY IS A MOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2 ICES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A 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 VAUD TRUE COPY.(4)CERnFICAT1ON INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,G(, iENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES 0, LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIOWS OR SUBSEQUENT OWNERS, (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOW HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, RIverhood, Neiq York ilelol tel. 651.177.2505 fox. 651.121.0144 admIni0youngengineering.com E Hor4ard N. Young, Land Surveyor Thomas 0. V-4olpart, Professional Engineer Douglas rz. Adams, Professional Engineer Daniel A. Neover, Land Surveyor 2 FRAME BUILDING,, ma it A �u 01" N 0 E-N&INEERS CERTIFICATION A A I HEREBY C-ERTIFY THAT THE AATER 5UPPLY(S) AND/OR 5EYSIA&E ISP05AL 5Yf5TEM(5) FOR TH15 PROJECT NERE DE516NED BY ME OR UNDER Mr DIRECTION. BASED UPON A CAREFUL AND THOROU61-1 j" D STUDY OF THr= SOIL, SITE AND (5ROUNDYiATER CONDITIONS, ALL FACILITIES, A5 PROPOSED, CONFORM TO THE 5UFFOLK-!�OUNTY DEPARTMENT OF HEALTH SERVICES CON5TRU01 5 IN OF EFFECT AS OfF TH15 DATE. 4'en, > P- 4jj C V(9 YIOWC), N.Y.5. L.5. N 458015n 08�-7 HOAARD A. THOMAS C. YiIOLPERT, N.Y.5. P.E. NO. 61455 DOUISLA5 E. ADAMS, N.Y.5. P.E. NO. 50501-1 p, 5UR\/E%rOR'5 CERTIFICATION "4 I HEREBY r.,ERTIFY THAT TH15 MAP �NA5 PREPARED UTILIZIN6 01 5RAPHICAL 5URVEY5 OFFICE RECORDS, AND E30UNDARY AND TOROC 0 MADE BY US, AND/OR UNDER OUR DIRECTION. "'o �eo j L D J U) Z rn '� c VL,4_ V 893 N* HOAARD A. YOUNC L.5. N&J 455,515 E30AT 5TORA&E BUILDIN65 5T1rmK%%C'*"?1N6'5 1"ACHT OENTER at Mattituck, Tov�n of 5outhold E 5uffolk County, Novi "rork 0 REVISED SITE PLAN C4 Cq 0 AERIAL 0\/F-RLA*T' 06 0 1000 106 06 10 County Tax MOP District 1000 Section 106 Block 06 Lot 15.4 MAP PREPARED MAY 04, 2021 Record of Revisions PZ=VI510N DATE MULTIPLE OCT.18,2021 SCDHS N01A#3 JAN.03,2022 SCDHS N01A#4 MAY 06,2022 SCDHS N01A#9 JUNE 05,2023 SCDHS NOIA#12 OCT.16,2023 REDUCED SCOPE JULY 17,2024 FIRE ACCESS APR.08,2025 V) 100 0 50 100 200 300 5C.010: I" = 100' a. ,JOB NO. 2017-0165 DAC7. 201'70165-51te plan-2 15 OF 15 ED MONUMENT 5ET MONUMENT FOUND �5TAKE SET A BTAKE FOUND ' 22 SEE SEC.NO.099 - SEE SEC.NO.099 1.4A(c) MATCH LINgQ MATCH w N310A62 l IY N�FOR L L NO : SEE SEC NO 1 •,�1 - •, I ; _ Ems, 098-06-023 4.1A j >> tz) RD "* iowN OF 142: — H95'1- as-'-------- .. _ _ _ 3 .; \V�'s ,__(Sp •''aosrrrnoln �o 2 yt 3 •I 4 P x 8 '_ t (a) f Ate+-^��+� 1:. 5 t7_41.; 'i f- i 10 _ 4 f 7 e 6 + - 777 27: 7(12) rn � X 4.7 4.11 �y i 13.4 _ I 32-Wc) a IA ;Fr n 2A f FVi i v1 25.9q(q � !� � � � � •re a ��l • 20.1 Yc382m a Z Za 4.9 2 1 O5 4.3A +rAt N o w _— U g i U 1 laa 4� 27.1 m.4 `/ Uw Yi ; ra � 's 2S4 1 361 30 25 1 A /1�'�� 203 TOWN OF SOUTHOLO ___ �,q s' aI81' -1 r ,Q 7LL( s, I,ro.3, a� 1.OAl � wo 1501 ,�, ,7, YIN ►I - a- I.� c -►-awn� � ,� ___---- 24 r tOb-�i-�•3 - � i@� , ><;�;ate��,��''� .sue �., � - -«; - - _ ^ 23 vlo 'k �r; 2.OA(c) 242 °b- C1.LFq — /5 ,a►ow) s �, S>•� i/ P 4,.� 'Jt_ ((��(JIfr41. I LA'- NN h I V b r . KM1�1-3 • DETRACT nr� 1000 SECTION NO VVVE1 V 11 M 7owN OF SOUTNOID 106A1 VVLLLM OF o Io- loci. 6- I TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION U11VU&L161 BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans- TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 Mail to: Charles R. Cuddy, Esq. Disapproved a/c PO Box 1547, Riverhead, NY 11901 Phone: 631-369-8200 Expiration ,20 ApectorB SA u �o APPLICATION FOR BUILDING PERMIT ' AUG 0 2018 Date (,/�� 2 7 , 20 18 -91IFT. INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work.authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. Strom's Yacht Center LLC (Signature of applicant or name,if a corporation) 5780 West Mill Rd., Mattituck, NY 11952 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Applicant is lesee of owner Name of owner of premises Strong's West Mill LLC (As on the tax roll or latest deed) If applicant is corporation siglabire of duly authorized officer (Name and title of corpor officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 5780 West Mill Road Mattituck House Number Street , Hamlet County Tax Map No. 1000 Section 106 Block 6 Lot Vand 13.4 s �. Subdivision N/A Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Marina b. Intended use and occupancy Boat storage at marina 3. Nature of work (check which applicable): New Building X Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost in excess of$100,000 Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units N/A Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. boat storage 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions o M alterations or additions: Front ', ;_� Rear Depth �� Height Number of Stories 8. Dimensions of entire new construction: Front plan attached Rear Depth Height Number of Stories .�. 9. Size of lot: Front 32.5 acres Rear Depth 10. Date of Purchase September 27, 2016 Name of Former Owner MIMS Holding LLC 11. Zone or use district in which premises are situated Marine II R-80 (upland) 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES X NO Will excess fill be removed from premises? YES X NO 14. Names of Owner of premises Strong's West Mill LLCAddress 5780 West Mill Rd. Phone No. 631-298-4480 Name of Architect Address Mattituck, NY 11952 Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF g ��, ehcL e being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contr . t)above named, (S)He is the (Contractor,Agent," rporate Officer, etc.) of said 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 manner set forth in the application filed therewith. Sworn to before me this — day of 20 ,.� IWONA KODYM ' Notary Public, State of New YOk No. 01 K060 .Notary Public 05alified in Suffolk County Signature of Applicant nmission Expires March 3, 20 Iq 1 i !1 III 1 g BATCH LfGEW: o NE16HBORINfO I 1 EXISTING 4 / i l l 1 STORY PROPERTY l M NOW OR FORMERLY / I � I � ETAL ELPC3 01SAPPRO DAVID W. 1305GOLA b1 � o DONNA M.80560LA u° � I � 1 � � 1 (l 11 1 (� - N I 0 5EGTi0N OF KALL TO BE NATURALLY VEGETATED / ��\ 1 _ A ExlSrhuG AND FILLED WITH TOP SOIL u EXISTING A5FFALT ti W DWELLIN \ G J � z + i + + + lis 11r. 1� ' I 1 I ExISTin� 1J 1 i . I / a 20.11 i SECTM OF WALL TO BE LaNVSCA>w JAN 2 8 2025 : � AND FILLED WITH TOP 501L ° w-.x RAtiJF N I I ( Building Department m - - Town of Southold AA_ w I OF ; = ENrD PROPOSED, 014.CHAIN LINK FEW2 rQ o 'I I ' I� � , / 6REENFIX EROSION CONTROL BLANKET TURF REINFORCEMENT MAT \ \ 200 (SLACK VINYL) b N MODEL: GF62000 6EO6RID REINFORCED GOGOWT \ PROP05ED IN TURF BLEND 951014(BLEND TO BE DETERMINED BY OWNER) � a -Y $ o LAND56APED 5ECTION OF WALL 'NORTH BLANKETS TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS APPROXIMATELY t132'LONG,PLANT W/ A MIX OF SM.TREES, ° x I � \ 5HRL 36 AND 6RG'UNDGOVER,SEE 'LAN -cir.APE SCHEDULE', ti t a +f , / AND EL.BLANKET DETAIL5(TT415 DWG) / \ THI5 DL^IG.,REFER TO 'RETAINING WALL SHELF - NORTH' A9'M_; PROP05ED APPROXIMATE BLANKET 6ROMDGOVER = f13,12b 50.FT. PROPOSED PLANTINGS _— -- PROP05ED pe <r L VER6REEN RETAINING SEE LANDSCAPE SCHEDULE MIS DWG)FOR t - — — "�F� e�°�x PLANT SPECIES,SIZE AND SF'AGIN6 RE(�11R1�. YVALL 5Y5TEKTYP , p . SEE DW6 Not 1-0R PLANTING DETAILS l 44 a� �1 ( \ PROPOSED / ��� EX15TIN6 NATURALLY VEGETATED \ 5 - µ �a sTORr $ ,. ' � a� ,, � �� APPROXIMATELY t43q'LONG, ��'� %�/�/- • �� v � �.' : + \� MET BLD6 A ( I �EGTION OF WALL �, O g G F ° AL '. 514ALt-6E FILLED WITH TOPSOIL TO EO• q5+,;ti '^ ALLOW F6R 5EEDIN6,BY WILDLH=E ti 3a- --_ \ ,/; W " �N1.�N�;:• ( 0;( WALL J)5T AFTER INSTALLATION or •..•• PLANTING ' AND � �/� O �/ W 9n& Vim ® iJ\0) 4L.✓V' • R F �� I O S Z 3i" In "• So ° / 6.2 ( 0 ) 0 r-x Urjj, �. PROP05ED 614,CHAIN LINK LANCE `F A� !pyaA •;;' �q 'off e op° L b� ,� �\ (BLACK VINYL)APPROX.-168 LIKFT. PROPOSED NATURALLY ��N � ° Q F-�-I }- VEGETATED SECTION OF WALL APPROXIMATELY t150'LONG, - �� ®� 5° � EXISTI� �9 < SHALL BE FILLED WITH TOP501L TO �_-- ailg � AVEL_ Fz K \ �� ?Z GANG, FLOATIN(,UO(,IC LL ALLOW FOR SEEDING BY WILDLIFE m' �ti����' . 66, F` o °° QW (Z 4 K O q•�'' '••� �o \ PROPOSED I BOAT STORASE BUILDING STORY CI) PHOTO OF: PROPOSED BZ051 ON \ AREA: 65100 5F /� MATT I TUCK WALL BEHIND FULL GROWTH VEGETATION _ INSTALL EROSION CONTROL BLANKETS IN ' ` (NO BASEMEAIT) A ��°� m DISTURBED AREAS MERE 5HOL^IN. — U5B 6RL�IX EIZONON CONTROL BLANKET TI1RF -. M a p / REItEORCB•ENT MATI n ° i ^1� MODEL: CP62000 6E06RID REINFORCED C0001W W/ ; TURF BLED FU510N(13 W TO 13E DETEF MINW BY OWM% / �e y ):;'.'...u --I FOR MORE INFORMATION AND INSTALLATION ar REQUIREMENTS SEE DWG NO2 ENGINEER- -U, I �nr ••. '0R4 { ./ i � a� yaw ;,•, •.'•'. �lV P b�'�,tn b 1 � r'; �/ ,� Cn m � 040 EXISTING \���� p7 STORY SUILDINC� �QO � S5� o o / JEFF REY T. BUTLER,P.E. i P 0 /\ bn � ��i'� ! � � ° / Db `r�' � it ( ° J o SR -I� END OF PROp05ED !� o�i�°�/� os / � /! �; LAND50APE 5CHEDULE 6H.GRAIN LINK FI�IGE ( o ( 0 J / /� ry nl Q (BLACK VINYL) \/\o - j o✓ _ (01 j °! oS `� KEY QTY BOTANICAL NAME COMMON NAME 51ZE 5PAGIN6 a/ O (n —i. I- 7° ( � _ �/�� s 60 , � UPLAND (BEYOND I_TOP OF WAI ): Q -� 4.2 ., "1� `�J \ o / o / ems\s \ ! EVERGREEN TREE < '60 "51 so o PR 66 PINUS R161PA PITCH PINE 4'-5'MIN. 13, O.G. (Y ff� t11 — � m SHRUBS ° VA 52 VAGGINIUM AN6U5TIFOLIUM LOWBU5H BLUEBERRY 5 GAL.CONTAINER 3'OG. O Q r o� .3 ►•-� UJ � O'RP�55E5/GROUI�I7 COVER 14-VA o °Jy� ° � Exlsn�` \ 7 PA 3M2 PANIGUM VIR6ATUM 5HTGH6RA% I GAL.CONTAINER 2'O,G. z `p z Z -- + W O now or former) v Town of Southold s�°� ,- 0 3-� b £CU+s �\ - . - PLANTED AREA •� `o �/ v 'c 3 JwG � .(/// 3i41tc� w a„�� SW. JW`a \., '4r (\ //I\\PR 3 _ - �,"c_ - MIX OF VA AND PA 1L O EX. WOODS ,o a 3nmF __ \� �Q // fLpFOT 586°Ii0'20"1^1 � M1 $po vA SURROUNDING 51TE PROP05ED TANKS: z UN) 40� 420714.0 N8�°3650"W e° EVERGREEN TREE —82b6' 6' 1 ry a 30i i PR 15 PINU5 R1610A PITCH PINE 4-5 MIN. 15i O.G. ! •: J assLL now or formerly EX.YIOODs now or formerly 31 1 I 1 � S"/,Y 0 0' 3", VA 14 VAGGINIUM AN6U5TIFOLIUM LOVa5H BLUEBERRY 5 GAL.CONTAINER V O.G. Q Z )L 0 N Russell Zellner 8 Anthony J.Demaula Denl5e Zellner \ — Dorothy A.Demaula NORTH w \ Ex. WooDS rs � ° %,nv` VA O DRIVE \ 3gO191 RETAINING WALL SHELF - NORTH ±152 LINFT• Z uj SMALL TREE/5HRll6 a 0 C� < MP it MYRICA PEN5YLVANIGA BAYBERRY 2-3 GAL. GONTAINER MIN. 6 O.G. v 0 c� RT II RHU5 TYPHINA 5TA6HORN SUMAC 2-3 GAL. CONTAINER MI'N. 12' O.G. LANDSGAPE PARTIAL PLAN �T � AG 11 AMELANGHIER GANADEN5I5 5HADB94 2-3 6AL. CONTAINER MIN. 12' OG. 6RA55B /GROUND COVER PV 144 PANIGUM VIRGATUM 514TGH6RA55 16AL.CONTAINER 2'O.G. PQ 144 PAR114ENOG15a6 QUINQUEFOLIA VIR61NIA CREEPER I GAL. CONTAINER 2'O.G. PAGE : 40 20 D 40 BO 120 IC 0 200 A5 144 A%IEPIA5 5YRIAGA COMMON MILKWEED 16AL. GONTAINER 2'O.G. GRAPHIG SGALE I" = 40'-0" 55 144 BAGG14AR15 HALIMIFOLIA GROUND5EL BU514 1 GAL. CONTAINER 2'O.G. Subdivision Map of "shore Acres" Filed on January 3, I414 o5 Map no.41 + BLANTEC AREA: MIX OF MP,,RT,AC,PV,PO,A5 AND BSI. F THEN USE AND IGATION SHALL BE RE5TRIGTED TO THE OR16INAL 51TE FOR WHICH THEY WERE PREPARED.RB15E REPRODUCTION OR PUBLICATION BY ANY MEMUD IN WHOLE OR IN PART 15 PROHIBITED EXCEPT BY WRITTEN PERM155ION FROM THE ARGHITEGT.TITLE TO O THESE DRAt^UN65 AND AGGOMPANYIN6 5f'EGIFIGATIONS,,A5 INSTRUMENTS OF SERVICE,ARE 1TLE F_)CGLU5IVE PROPERTY OF THE ARGHITT=GT AID R PUBL TLE TT�SE PLANS SHALL REMAIN WITH THE AI2GHITEGT. VISUAL CONTACT WITH TEEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE of AGGEPt"ANGE of THESE RESTT'JGTIONS. W 4 O U O Q O o�o d� � w w ? w LL � z ® m m m m m m m m al 3 � U £ X N a a Q a o � N Q o a z z U a � 5 m PROPOSED GRADE AT FLE 10.0 z ^ 00 o d a PROPOSED NORTH ELEVATION OF d) in N BOAT STORAGE BUILDING STRONG'S MARINE (Y IL m m m m m m m m m PROPOSED GRADE AT ELE 10.0 PROPOSED SOUTH ELEEVATION OF BOAT STORAGE EBUILDING STRONG'S MAPRINE U x lu a , � co QC cA � lU Nor O ' al z TOP OF RIDGEE(ELE 51.15) MEAN ROOF WEIGHT i• EAVE HEIGHT BOAT STORAGE BUILDING STRONG'$MARINE o ®®®® HEAD DOOR GW11) I ' as u� • —rj PROJECT: STRONG'S MARINE PROPOSED WEST ELEVATION OF PROPOSED EAST ELEVATION OF PROPOSED STORAGE BUILDING BOAT STORAGE BUILDING BOAT STORAGE BUILDING STRONG'$MARINE STRONG'S MARINE I BUILDING ELEVATIO 15 MAy - 2 202 5 4.1: LZf'.i.i V4 SEAL&SIGNATURE DATE: 9-25-24 PROJECT No: 180016 BU, DRAWING BY:DC CHK BY:JTB c/) DWG No: A- 101 ,000 CADD FILE No: 1 of 3 180016 i w tu a J U N a d) p _z m � � J QW W (11 3Q O Q a tt`) 111 N r C M a � v EXIT EXIT BOAT STORAGE BUILDING EXIT 3'6" X TO" 316"X�'O" STRONG'S MARINE 3'6"X l'O" Al FLOOR AREA.62,310 60,FT. OCCUPANCY CLASSIFICATION•SI(DRY BOAT STORAGE) OCCUPANCY•I PER 500 SQ FT GROSS.125 PEOPLE BUILDING IS SPRINKLERED MAX TRAVEL DISTANCE ALLOWED•250 FEET NUMBER OF EXITS REQUIRED•2 O NUMBER OF EXITS PROVIDED•9 F r MIM PLUMBING FIXTURES REQUIRED: X X MALE-I PER 100 FEMALE-I PER 100 n PROVIDE 2 UNISEX ADA BATHS Q • O F X m • x Xm Hv • M — r lU d) m � X3 � Olu cA z O O c', mLL ui FEXIT1 EXIT EXIT 316"X T'O" 'W.X 1.0" 3'6"X 10" PROJECT: STRONG'S MARINE PROPOSED STORAGE BUILDING FLOOR PLAN SEAL&SIGNATURE DATE: 9-25-24 t.t raj.- PROJECT No: 180016 r" DRAWING BY: DC CHK BY: JTB DWG No: A- 102,00 W CADD FILE No: 2 of 3 180016 W n 0 U O Q p� d> TOP OF RIDGE•51.15'(IN DATUM),24.24'ABOVE AVERAGE EXISTING GRADE 1- F- tLu _� W W � � W � a o � ►= u z AVERAGE DUSTING GRADE(ELE 33.519------------------------------------------- Q W d) AREA a z •12,322 SQ,FT, V Q �Q EXISTING GRADE LINE UQQi --------- _ ---- - --__ _ ---------------------------.___ ZXQ-iQ.F7 --------------____------------______--------------------___-----------____•_------_______________________________•______»________________________________•________ W � PROPOSED GRADE AT ELE IO,O Z O a a PFROPOSED SOUTH ELEVATION OF BOAT STORAGE BUILDING STRONG'S MARINE a N v GRADE PLAN CALCULATION PER SECTION 200-4 OF SOUTHOLLD TOWN CODE(AMENDED 10-18-22): AREA OF PROPOSED BUILDING ABOVE EXISTING GRADE AT'PERIMETER WALLS•23,416 60,FT, PERIMETER OF PROPOSED BUILDING•1040 FEET AVERAGE EXISTING GRADE AT PROPOSED PERIMETER•23,4416 60.FT./1040 FT.•22,52 FEET BELOW PROPOSED RIDGE PROPOSED RIDGE HEIGHT•ELE 24.24(AS DEFINED BY SECTION 280 OF SOUTHOLD TOWN CODE) AVERAGE EXISTING GRADE(IN DATUM)•51.15-22,52•35,05i TOP OF RIDGE•51.15'(IN DATUM),24.24'ABOVE AVERAGE EXISTING GRADE a AREA•2,125 SQ,FT, 17 m O 21 EXISTING ADJACENT GRADE(ELE 41,9') qEXISTING GRADE LINE z u ---____________________--------------------------------------------------- ---------------------------------------------------------------------------------- EXISTING ADJACENT GRADE(ELE 45.8') zzz 0 ��z33 0 � a 0. AVERAGE EXISTING GRADE lELE 33.517 AREA•arm SQ.FT, PROPOSED GRADE(ELE 10.0') PROPOSED NORTH ELEVATION OF BOAT STORAGE BUILDING STRONG'S MARINE U x lu .� LL I— OL w ``� Q� COS � J�j ^ r"'- A a0 � �Q x d) t� � z � p O TOP OF RIDGE•51,15'(IN DATUM),24.24'ABOVE AVER4AGE EXISTING GRADE TOP OF RIDGE•51.l5'(IN DATUM),21.24'ABOVE AVERAGE DUSTING GRADE , to M� Q LL EAVE HPGHT r '1 r W EAVE HEIGHt !•••� w m EXISTING ADJACENT GRADE ISLE 41.9') EXISTING ADJACENT C-RADE(ELE 45.87 _ - - ' O f _ z O Q�r pcISTING GRADE LINE _ __ _- _E>OsrlNG�TRaDg UNE a AVERAGE EXISTING CaRADE(ELE 33.51') " AVERAGE EXISTING GRADE(ELE 33.517 AREA 3,653 SQ.FT. _ - AREA.4,116 SQ. FT, _ - OVERHEAD DOOR OPENMG EXISTING ADJACENT GRADE ISLE I.25') AREA•4�93 SQ,FT, AREA•3�30 SQ,FT. PROPOSED GRADE(ZLE 10.0') PROPOSED GRADE(ELE 10.0'I PROPOSED nRAOr PROPOSED GRADE(ELE 10.0') PROJECT: EXISTING ADJACENT GRADE(ELE 9.5') STRONG'S MARINE PROPOSED EAST ELEVATION OF BOAT STORAGE BUILDING PROPOSED EAST ELEVATION OF PROPOSED STORAGE BUILDING STRONG'S MARINE BOAT STORAGE BUILDING STRONG'S MARINE GRADE PLANE CALCULATION SEAL&SIGNATURE DATE: 9-25-24 1..._.. . ;_, _ PROJECT No: 180016 DRAWING BY: DC i DWG No: IVO 13 U1 ' A- 103 ,00 5 � CADD FILE No: ___,. 180OXX 3 of 3