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1000-87.-3-66.4
OFFICE LOCATION: ��6®I $QU���F MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone:631 765-1938 Southold,NY 11971 yo p LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Leslie Kanes-Weisman, ZBA Chairperson Members of the Zoning Board of Appeals Cc: Julie McGivney, Assistant Town Attorney From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: October 29, 2025 Re: LWRP Coastal Consistency Review Sean R. McCoyd, #8056, SCTM# 1000-87.-3-66.4 This application is for variances based on an application for a permit to demolish an existing dwelling and construct a single-family dwelling located less than the code required minimum front yard setback of 35 feet, and an accessory garage located in other than the code permitted rear yard. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is,my recommendation that the proposal is CONSISTENT with the LWRP. While the applicant argued that the proposed actions were exempt from LWRP review pursuant to Southold Town Code § 268-3 under the definitions of"minor actions" including: B. "Replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site (in place), including upgrading buildings to meet building or fire codes, except for structures in areas designated by the Coastal Erosion Hazard Area (CEHA) law where structures may not be replaced, rehabilitated or reconstructed without a permit and shoreline erosion control structures (including, but not limited to, groins,jetties, bulkheads, filled piers) located within Great Peconic Bay, Cutchogue Harbor, Little Peconic Bay, Hog Neck Bay, Noyack Bay, Southold Bay, Shelter Island Sound, Pipes Cove, Orient Harbor, Gardiners Bay, Long Island Sound, Fishers Island Sound and Block Island Sound (excluding all creeks);"and F. "Granting of individual setback, lot line and lot area variance, except in relation to a regulated natural feature or bulkhead or other shoreline defense structure or any activity with the CEHA." it was determined that the proposed work, which includes changing the position, size and number of structures on this parcel does not qualify as a "Replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site (in place)" and was therefore not exempt. After review of the application, the proposed work was determined to be consistent with the following policies: Policy 5.2. A. Minimize non-point pollution of coastal waters and manage activities causing non-point pollution. The proposed action calls for replacement of an existing asphalt driving with a pervious gravel driveway, establishment of a 10-foot-wide vegetated non-turf buffer adjacent to the existing seawall, and installation of a stormwater management system which will help to protect nearby surface water quality. Policy 5.1 C. Ensure effective treatment of sanitary sewage by requiring sufficient treatment of sanitary sewage to avoid negative impact to the sole source aquifer. The proposed action involves replacing a traditional septic system with new I/A OWTS sanitary system that will reduce Nitrogen pollution to the groundwater, helping to better protect both coastal waters. Policy 4.1 A. 3. Move existing development and structures as far away from flooding and erosion hazard areas as practical. Maintaining existing development and structures in hazard areas may be warranted for sites where relocation of an existing structure is not practical. While redevelopment in the coastal flood hazard area is technically inconsistent with the LWRP, this action is proposed for land that already is developed with no practical way to move the development out of the flood zone. The house is proposed to be built to withstand flooding and minimize loss of life and structures. Pursuant to Chapter 268, the Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. 2 BOARD MEMBERS *�f SO Southold Town Hall Leslie Kanes Weisman,Chairperson � yO�o 53095 Main Road•P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. ", Office Location: Nicholas Planamento • yO� Town Annex/First Floor Margaret Steinbugler lif'�+QU � ' 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 August 14, 2025 Mark Terry, Assistant Town Planning Director LWRP Coordinator Planning Board Office Town of Southold Em Town Hall Annex Southold,NY 11971 Re: ZBA File Ref. No. # 8056 —McCoyd, Sean Dear Sir or Madam: We have received an application demolish an existing dwelling and construct a new single family dwelling and an accessory garage. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map,project description form, are attached for your reference. Your written evaluation with recommendations for this proposal,as required under the Code procedures of LWRP Section 268-5D is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman ChairpUon By: Encl. Survey/Site Plan: Young Associates, Last dated April 9, 2025 Public Hearing Date: November 6, 2025 TOWN OF SOU THOLD BUILDING DEPARTMENT SOUTHOLD,NY C�D NOTICE OF DISAPPROVAL DATE: June 27, 2025 TO: Robert E. Herrmann(McCoyd) 1319 North Sea Road Southampton,NY 11968 Please take notice that your application dated May 5,2025: For permit: to demolish an existing dwelling and to construct a new single-family dwelling and an accessory garage at: Location of property: 3360 Minnehaha Blvd.,Southold,NY County Tax Map No. 1000—Section 87 Block 3 Lot 66.4 Is returned herewith and disapproved on the following grounds: The proposed single-family dwelling, on this nonconforming 11,007 sq. ft. lot(10,565 sq_ ft. buildable land) in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring less than 20.000 square feet in total size require a front yard setback of 35 feet. The proposed front yard setback is 19.4 feet. Additionally, the proposed accessory garage is not permitted pursuant to Article III. Section 280-15.which states accessory buildings and structures shall be located in the required rear yard, and in the case of a waterfront parcel, accessory buildings and structures may be located in the front yard,provided that such buildings and structures meet the front vard principal setback requirements as set forth by this Code and the side yard setback requirements for accessory buildings in Subsection B above. The accessory garage is located in the side vard. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. 'Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS l, All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 87 - 3 _ 66.4 PROJECT NAME Sean R. McCoyd The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑ Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) ❑ NA (c) Permit, approval, license, certification: Nature and extent of action: Demolish and remove existing 1,360 sf, 1-story dwelling with attached garage and deck,and construct in its place anew 1,182 sf, 1 & 2-story,single-family dwelling with a 143 sf covered entry deck and 135 sf covered waterside deck with associated steps,and a 432 sf, 1-sty accessory garage; install wood utility platform and 4'x 7'outdoor shower;replace existing asphalt driveway with pervious gravel driveway;remove existing septic system and install new I/A OWTS sanitary system;install stormwater drainage system;and establish a 10-foot wide vegetated non-turf buffer adjacent to existing concrete seawall,all as depicted on the survey/site plan prepared by Young Associates, last dated April 9,2025,and architectural plans prepared by Barbara M. Ruggiero Architect PC,dated April 28,2025. Pursuant to Southold Town Code §268-5 ("Review of Actions")and the corresponding definitions of"actions"and"minor actions"by §286-3 ("Definitions"),the proposed work meets the following definition of a minor action and should thus be determined to be exempt from waterfront consistency review: "F. Granting of individual setback, lot line and lot area variances,except in relation to a regulated natural feature or a bulkhead or other shoreline defense structure or any activity within the CEHA." Therefore,all policies are noted herein as"Not Applicable." Location of action: 3360 Minnehaha Boulevard, Southold Site acreage: 11,007 sf Present land use: Residential,single-family dwelling with attached garage Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Sean R. McCoyd (b) Mailing address: 37 East Frank Court Garden City,NY 11530 (c) Telephone number: Area Code 516-640-9156 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No® If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages S through 16 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ❑Yes ❑ No ® Not Applicable 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 0 Not Applicable r ` Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes FIN o® Not Applicable 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 Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY TITLECoastal Management Specialist DATEAugust 7,2025 Robert E. errmann Amended on 811105 ' f APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No. 3360 Street Minnehaha Boulevard Hamlet Southold SCTM 1000 Section: 87 Block: 3 Lot(s) 66.4 Lot Size: 11,007 sf Zone R-40 I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 6/27/25 BASED ON SURVEY/SITE PLAN DATED 4/9/25 Owner(s): Sean R. McCoyd Mailing Address: 37 East Franklin Court, Garden City, NY 11530 Telephone: 516-640-9156 Fax: Email:irishchapter2@yahoo.com NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative:En-Consultants for 0 Owner( )Other: Address: 1319 North Sea Road, Southampton, NY 11968 Telephone: 631-283-6360 Fax: 631-283-6136 Email:rherrmann@enconsultants.com Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), (4 Authorized Representative, ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 4/9/25 and DENIED AN APPLICATION DATED 5/2125 FOR: k4 Building Permit ( )Certificate of Occupancy ( )Pre-Certificate of Occupancy ( )Change of Use ( )Permit for As-Built Construction ( )Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article: XXIII / III Section: 280 / 280 Subsection: 124 / 15 Type of Appeal. An Appeal is made for: A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Request for Reversal or Overturn the Zoning Officer's Denial Other A prior appeal(V)has, ( )has not been made at any time with respect to this property, UNDER Appeal No(s). 6804 Year(s). 2014 (Please be sure to research before completing this question or call our office for assistance) Page 2, Area Variance Application Revised 6/2023 REASONS FOR APPEAL (Please be specific,additional sheets may be used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: See attached addendum. 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: See attached addendum. 3.The amount of relief requested is not substantial because: See attached addendum. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: See attached addendum. 5.Has the alleged difficulty been self created? { } Yes,or {v No Why: See attached addendum. • Are there any Covenants or Restrictions concerning this land? W 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. Signature of Applicant or Authorized Agent (Agent must submit written Authorization from Owner) Robert E. Herrmann Sworn to before me this 7th day Coastal Management Specialist of ust ky__,,\21 25 KIM H. STEPHENS Notary Public-State of New York No.01ST5015931 otary blic Qualified in Suffolk County.' My Commission Expires August 02,20 LL SEAN R. McCOYD 3360 MINNEHAHA BOULEVARD SOUTHOLD, NY SCTM#1000-87-3-66.4 1) For the purpose of constructing a new, modernized FEMA-compliant single family dwelling and accessory garage in place of an existing FEMA-noncompliant dwelling with attached garage, variance relief is requested for a 19.4-ft front yard setback in place of the existing 17.7-ft setback, where a minimum of 35 feet is required pursuant to Town Code Section 280-124; and for placement of the garage in a side yard where a rear or front yard location is required pursuant to Section 280-15. The new dwelling will be code-compliant with respect to lot coverage and GFA, and it will establish a conforming 37.2-ft rear setback in place of the nonconforming 30.2-ft rear setback. The subject property is one of roughly twenty waterfront parcels created more than 80 years ago by the Map of Laughing Water Section No.I and has been improved with a dwelling since the 1930s. In its decision last year that granted relief for dwelling additions with a nonconforming front yard setback of 16.4 feet at 2880 Minnehaha Boulevard, 6 properties to the east,the Board described the neighborhood of Laughing Waters as a community"made up of a variety of house sizes and styles developed primarily in the mid-20th [c]entury(and many recently updated and enlarged), on a variety of small, less than code conforming lots both upland and waterfront. As a result of meandering roadways that follows the creekfront...many homes within the community have received various forms or variance relief from the Board of Appeals." The Board elaborated that the nonconforming front yard setback in that case would"not be discernible to passersby and residents of the neighborhood, since the immediate neighbors of the subject property also have non-compliant setbacks." A stronger version of the same argument can be made for the subject proposal because in addition to the nonconforming front yard setbacks of the surrounding homes (e.g., house to east is 19.4 feet, same as proposed),the new dwelling would increase the existing front yard setback, whereas in Case 7901 the previously existing front yard setback was decreased as a result of the approved additions and alterations. Relief to create or maintain similar and lesser front yard setbacks has been granted to other properties in the neighborhood, including 2950 Minnehaha Boulevard, 5 properties to the east,where in 2006 additions and alterations increased the degree of nonconformity of a dwelling with a 16.2-foot setback(Case 5865). Thus, granting the requested front yard setback relief will not result in an undesirable change to the character of the neighborhood or detriment to nearby properties. The proposed 1-story garage, now to be separated from the dwelling as an accessory structure, also would not create a change in neighborhood character or detriment to the neighbors. Included with the above noted various forms of neighborhood variance relief granted by the Board of Appeals have been those for accessory structures in other than conforming yards. As described by the Board in its above referenced decision in Case 7901, which also permitted an accessory shed in a side yard, "garages, pools and sheds are common improvements within the Laughing Waters community." As another example, for 1515 Minnehaha Boulevard, located south and inland of the subject property, the Board in 2006 granted relief necessary to connect a previously existing accessory garage in a side yard to the primary dwelling structure with an addition,which Robert E. Herrmann Sworn to before me this 7th day of August, 2025 KIM H. STEPHENS Notary Public-State of New York No.01S Suffolk o Qualified in Suffolk County � J AV iMy Commission Expires August 02,20_ 4otaryk_ublic��-' C f created a nonconforming side yard setback to the dwelling/newly attached garage(Case 6342). Here the applicants are seeking to do the opposite by separating the existing attached garage from the dwelling, which will comply with the required side yard setback. And though located in a side yard,the new detached garage and associated driveway are proposed in the same general location as the existing attached garage and driveway, and the garage is set back roughly 8 feet farther from the road than the new dwelling,thereby keeping the appearance of a recessed structure. Maintaining an attached garage would create a longer and bulkier dwelling structure that would exceed the maximum GFA the recently adopted Town code revisions sought to allow, so the accessory design creates the greatest harmony with the neighborhood character and the least impact on surrounding properties. 2) The benefit of constructing a new, modernized, energy efficient, FEMA-compliant dwelling in place of the existing aging, FEMA-non-compliant dwelling without creating additional non- compliant encroachment on the adjacent wetlands cannot be achieved without variance relief due to the parcel's nonconforming lot size, especially the very narrow depth between Minnehaha Boulevard and the seawall adjacent to Corey Creek. The depth of the new house has been minimally designed (18.4 to 24.5 feet) to allow increases in both the front and rear/wetland setbacks, but the less than 90 feet lot depth in the center of the property makes including even minimally sized, 5-foot wide waterside and/or front entry decks impossible without at least one setback variance. And it is not possible to include an attached or detached garage without at least one additional variance request, either for the excess GFA relief that would be necessitated by attaching the garage to the dwelling or the relief requested herein for an accessory garage in a side yard,and both the limited parcel depth and required wetland setbacks preclude placing an accessory garage to the rear of the dwelling. 3) The requested variance for a 19.4-foot front yard setback is mathematically substantial at approximately 45% relief from the required 35 feet. However, the relief is not substantial in fact because of the commonness of nonconforming front yard setbacks in the neighborhood (e.g., proposed setback is same as house to east)and because the proposed setback represents an increase to the lesser, 17.7-foot setback that has existed for almost 100 years. The requested relief for the garage is mathematically substantial because placement of an accessory structure in a nonconforming side yard location is typically considered to require 100 percent relief. However, the relief is not substantial in fact due to the commonness of garages and other accessory structures in the neighborhood and the facts that the garage will be only one story in height;will comply with the minimum required side yard setback; will be positioned farther from the road than the front of the dwelling; and together with the proposed driveway will be located in the same general location as the existing attached garage and driveway. It should also be noted that the total increase in lot coverage created by the project is 228 sf, which increases from 16.1 to 18.3 percent. 4) The variances necessary to undertake the project will not have an adverse impact on the physical or environmental conditions on the site or surrounding neighborhood because the proposed project and associated mitigation measures have been designed to achiev a net beneficial environmental impact, specifically through a modest architectural design and mi ig tion measures to reduce o� Robert E. Herrmann Sworn to before me this 7th day of August, 2025 KIM H. STEPHENS otary Public Notary Public-State of New York No.01 ST5015931 Qualified in Suffolk County My Commission Expires August 02,202f] ` potential flood damage; protect and improve water quality; and protect the quality and function of the adjacent tidal wetland ecosystem, as described below. a. The mass and height of the proposed dwelling are compliant with recently adopted GFA and sky plane limitations, and total lot coverage increases by only 228 sf to a compliant 18.3 percent. b. The FEMA-noncompliant dwelling would be replaced by a more highly elevated, FEMA- compliant dwelling with substantially reduced exposure to risks of flood and erosion damage. c. Whereas the closest point of the existing deck attached to the waterside of the dwelling is located 28.7 feet from the tidal waters/wetlands fronting the existing seawall adjacent to Corey Creek, the closest point of the new waterside deck is proposed 35.5 feet from the bulkhead,thus achieving a roughly 7 foot or 24% increase to the wetlands setback. d. The existing conventional septic system located approximately 60 feet from wetlands will be removed and replaced with a low-nitrogen, innovative/alternative sanitary system (I/A OWTS), which unlike conventional septic systems is designed to significantly reduce nitrogen loading into the groundwater table, located approximately 80 feet from wetlands, thus achieving a 20 foot or 33% increase to the septic system's wetlands setback. e. An existing asphalt driveway will be replaced with a pervious gravel driveway, thereby additionally decreasing lot coverage by impervious surface that is not counted as lot coverage. f. A 10' wide vegetated non-turf buffer is proposed to be established and permanently maintained adjacent to the seawall,thus restoring a portion of the historically cleared area of the property adjacent to the waterway, reducing the area of maintained and potentially treated turf lawn adjacent to wetlands, and increasing the separation distance between potentially treated turf lawn and adjacent waterway. g. A stormwater drainage system is proposed to capture and recharge roof runoff. h. A project limiting fence will be installed to contain site disturbance and potential surface runoff during construction. 2) Given the size and dimensions of the property,the historically preexisting nonconforming setbacks, and the fact that the proposed construction will either reduce or eliminate those setback nonconformities, the difficulty creating the need for variance relief for the construction of a replacement dwelling is not self-created. The difficulty creating the need for a side yard location variance for the detached garage is not self-created because the recently adopted limitations on GFA effectively forces the need to build an accessory rather than attached garage, and placement of the garage to the rear of the dwelling is precluded by the extre y limited parcel depth and required wetland setbacks. Robert E. Herrmann Sworn to before me this 7th day of August, 2025 KIM H. STEPHENS Notary Public-State of New York No.01ST5015931 Qualified in Suffolk County /l ota Public My Commission Expires August 02,20 � 2 Zoning Board of Appeals APPLICANT'S PROJECT DESCRIPTION APPLICANT: Sean R. McCoyd SCTM No. 1000-87-3-66.4 1.For Demolition of Existing Building Areas Please describe areas being removed:Existing 1-story dwelling with attached garage and deck. 11.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: N/A Dimensions of new second floor: 28'-6"x 24'-6"and 14'x 20' over new first floor Dimensions of floor above second level: N/A Height(from existing natural grade): 32'-4" Is basement or lowest floor area being constructed?If yes,please provide height(above ground)measured from natural existing grade to first floor: No (slab) 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: See attached project description. Number of Floors and Changes WITH Alterations: IV. Calculations of building areas and lot coverage,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property: 1,705 sf Proposed increase of building coverage: 228 sf Square footage of your lot: 11,007 sf; 10,565 sf Buildable Land Percentage of coverage of your lot by building area(lot coverage) 16.1% existing; 18.3% proposed Gross Floor Area(GFA) of single family dwelling including the attached garage and/or habitable detached accessory stricture: (Please refer to Chapter 280,Section 280-207 of the Town Code): 2,160 sf proposed For Residential lots,is project within the allowable Sky Plane?(Please refer to Chapter 280, Section 280-208 of the Town Code): Yes V.Purpose of New Construction:Construction of a new modernized, FEMA-compliant single-family dwelling and accesory garage in place of an existing dwelling and attached garage with an original construction date in the s. 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: The property is relatively flat but low in elevation and adjacent to Corey Creek, and thus subject to wetlands setback restrictions that create difficulties in meeting all zoning code requirements (see response to"Reasons for Appeal"#2 Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for for further details). new construction,and photos of building area to be altered with yard view. SEAN R. McCOYD 3360 MINNEHAHA BOULEVARD SOUTHOLD, NY SCTM#1000-87-3-66.4 Demolish and remove existing 1,360 sf, 1-story dwelling with attached garage and deck, and construct in its place a new 1,182 sf, 1 & 2-story, single-family dwelling with a 143 sf covered entry deck and 135 sf covered waterside deck with associated steps, and a 432 sf, 1-sty accessory garage; install wood utility platform and 4' x 7' outdoor shower; replace existing asphalt driveway with pervious gravel driveway; remove existing septic system and install new UA OWTS sanitary system; install stormwater drainage system; and establish a 10-foot wide vegetated non-turf buffer adjacent to existing concrete seawall, all as depicted on the survey/site plan prepared by Young Associates, last dated April 9, 2025, and architectural plans prepared by Barbara M. Ruggiero Architect PC, dated April 28, 2025. Revised 6/2023 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premises currently listed on the real estate market for sale? Yes X No B. Are there any proposals to change or alter land contours? X No Yes,please explain on separate sheet. C. 1..)Are there areas that contain sand or wetland grasses? Yes 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? Yes 4.)If your property contains wetlands or pond areas,have you contacted the Office of the BOARD OF TRUSTEES for its determination of jurisdiction? NO Please confirm status of your inquiry or application with the Board of Trustees: A wetlands permit application will be filed upon issuance of ZBA determination. 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? Yes 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. pre Existing Certificate of Occupancy#35778 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. I. Please list present use or operations conducted at your property, and/or the proposed use Existing single-family dweling with attached garage; same with accessory garage. J. (exampl :existing single family,proposed:same with garage,pool or other) August 7, 2025 Authorized signature Date Robert E. Herrmann Coastal Management Specialist Town of Southold Annex 6/27/2012 54375 Main Road Southold,New York 11971 71f, PRE EXISTING CERTIFICATE OF OCCUPANCY No: 35778 Date: 6/27/2012 THIS CERTIFIES that the structure(s)located at: 3360 Minnehaha Blvd, Southold SCTM#: 473889 Sec/Block/Lot: 87.-3-66.4 Subdivision: Filed Map No. Lot No. conforms substantially to the requirements for a built prior to APRIL 9, 1957 pursuant to which CERTIFICATE OF OCCUPANCY NUMBER Z- 35778 dated 6/27/2012 was issued and conforms to all the requriements of the applicable provisions of the law. The occupancy for which this certificate is issued is: wood frame one family dwelling with attached one car garage and brick patio. NOTE:BP 10604 add/alt COZ-35777, NOTE:Electrical violation: electrical panel in closet The certificate is issued to Stiber,Natalie _ (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED *PLEASE SEE ATTACHED INSPECTION REPORT. Autho 'V re ` .i ��o�oS�FFpt'�cpG� Town of Southold 5/14/2015 o - P.O.Box 1179 T 53095 Main Rd �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37559 Date: 5/14/2015 THIS CERTIFIES that the building DECK Location of Property: 3360 Minnehaha Blvd, Southold SCTM#: 473889 See/Block/Lot: 87.-3-66.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/8/2015 pursuant to which Building Permit No. 39491 dated 1/15/2015 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: DECK ADDMON TO AN EXISTING ONE FAMILY DWELLING AS PER ZBA DECISION#6804 DATED 11-20-2-2014,AS APPLIED FOR The certificate is issued to McCoyd, Sean&McCoyd,Jennifer of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED orized Signature Town of Southold Annex 9/18/2013 . P.O.Box 1179 SO 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36512 Date: 9/18/2013 THIS CERTIFIES that the building ALTERATION Location of Property: 3360 Minnehaha Blvd, Southold, SCTM#: 473889 Sec/Block/Lot: 87.-3-66.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/25/2012 pursuant to which Building Permit No. 37625 dated 11/9/2012 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: alterations/repairs to an existing one family dwelling as applied for. The certificate is issued to McCoyd,Sean&McCoyd,Jennifer (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37625 9/3/13 PLUMBERS CERTIFICATION DATED 9/12/12 Cutchogue East Plumbing orizq Signat re Town of Southold Annex 8/31/2012 t`�olp P.O. Box 1179 :E 54375 Main Road Southold, New York 11971 �fiol Sao CERTIFICATE OF OCCUPANCY No: 35927 Date: 8/31/2012 THIS CERTIFIES that the building ELECTRICAL Location of Property: 3360 Minnehaha Blvd, Southold, SCTM#: 473889 See/Block/Lot: 87.-3-66.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/20/2012 pursuant to which Building Permit No. 37456 dated 8/20/2012 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: 200 amp Overhead Service The certificate is issued to Stiber,Carolyn&Stiber,Alexander (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37456 08/29/2012 PLUMBERS CERTIFICATION DATED Authorized Signature Town of Southold 5/21/2015 P.O.Box1179 y 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35777 Date: 6/25/2012 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 3360 Minnehaha Blvd, Southold SCTM#: 473889 Sec/Block/Lot: 87.-3-66.4 Subdivision: Filed Map No. Lot No. conforms substantially,to the Application for Building Permit heretofore filed in this office dated 3/27/1980 pursuant to which Building Permit No. 10604 dated 3/27/1980 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: addition/alteration to an existing one family dwelling as applied for. Corrected on 5/20/2015 to change application date from 1/l/1900 to 3/27/1980. The certificate is issued to Sean&Jennifer McCoyd of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. N495431 10/1/80 PLUMBERS CERTIFICATION DATED Au o ed ignatu e BOARD MEMBERS �rF$O Southold Town Hall Leslie Kanes Weisman,Chairperson �p� 'y4�o 53095 Main Road-P.O.Box 1179 Eric Dantes Southold,NY 11971-0959 Office Location: Gerard P.Goehringer Q Town Annex/First Floor,Capital One Bank George Horning 'O a 54375 Main Road(at Youngs Avenue) Kenneth Schneider 1�C0(JjIR'(,� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS I_I NOV TOWN OF SOUTHOLD 25 2014 Tel.(631)765-1809-Fax(631)765-9064 ' Rr n�; DEPT. r I'll D FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 20,2014 ZBA FILE#6804 NAME OF APPLICANT: Sean McCoyd SCTM# 1000-87-3-66.4 PROPERTY LOCATION:3360 Minnehaha Boulevard(adj.to Corey Creek), Southold,NY SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its . reply dated October 30, 2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268,Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated October 24, 2014.Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The parcel is a non-conforming 9,673 square foot water front parcel located in an R-40 zone. The parcel is developed with 1 story frame house and garage. The property has 132.42 feet along Corey Creek. The property then runs 105.37 feet along the East side, 109.75 feet along Minnehaha Blvd. and 89.23 feet along the West side. There is a dock, ramp, and floating dock on Corey Creek. A small section of the front yard is in Flood Zone X. The majority of the property is in Flood Zone AE El. 6. The survey shows that there is a proposed line of hay bales set back 15 feet from the concrete wall. The existing house is set back 35 feet from the concrete wall. All is shown on a survey by John T Metzger L.L.S. dated December 19,2012 and last updated September 18, 2014. BASIS OF APPLICATION: Request for Variance from Article XXII Section 280-116B and the Building Inspector's September 30, 2014 Notice of Disapproval based on an application for building permit to construct a deck addition to an existing single family dwelling,at; 1) less than the code required bulkhead setback of 75 feet. RELIEF REQUESTED: The applicant requests a variance to construct a raised deck set back 29 feet from the concrete wall,where the code requires a 75 foot bulkhead setback. fJ Page 2 of 3—November 20,2014 ZBA#6804—McCoyd SCTM#1000-87-3-66.4 ADDITIONAL INFORMATION: The applicant submitted (4) letters in support of his application. The applicant also presented four prior Zoning Board of Appeals decisions granting variances for raised decks on Minnehaha Blvd. These decks have similar bulkhead/concrete wall setbacks to the concrete wall setback being requested by the applicant. The variances are ZBA file No.'s 3937;4973; 5028; and 5065. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 6,2014 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law§267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of modest single-family homes. Rear decks are common in the neighborhood. The deck is in the rear of the house and will not be seen from the street. Existing vegetation will limit the adjoining neighbor's view of the deck. 2. Town Law §267-b.(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method,feasible for the applicant to pursue,other than an area variance. The lot size and current configuration of the house is such that any expansion of the house will require a variance. 3. Town Law§267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 62%relief from the code. However,the existing home is set back 35 feet from the concrete wall. The new raised deck is only six feet closer to the concrete wall than the house already sits. 4. Town_Law.-4267-b(3)(b)(4)..No,.evidence has. been submitted to suggest that.a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and all storm water management will be in place during construction and the deck will be open to the sky. 5. Town Law§267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a raised deck while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Schneider, and duly carried,to GRANT,the variance as applied for, and shown on the Architectural Drawings by Barbara M.Ruggiero,Architect labeled A-01, 02 and dated September 30, 2014 and the site plan by John T. Metzger L.L.S. dated December 19, 2012, last revised September 18,2014. Subject to the following condition; CONDITION: 1)The deck shall remain open to the sky. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. f Page 3 of 3—November 20,2014 ZBA#6804—McCoyd SCTM41000-87-3-66.4 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or apossible denial by the Building Department of a buildingpermit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes:Members Weisman(Chairperson), Schneider, Horning, Dantes. (Absent was:Member Goehringer) This Resolution was duly adopted(4-0). l Leslie Kanes Weisman, Chairperson Approved for filing/ /�S /2014 AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicant for 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: Sean R. MCCoyd 2. Address of Applicant: 37 East Franklin Court, Garden City, NY 11530 3. Name of Land Owner(if other than Applicant):same 4. Address of Land Owner: 5. Description of Proposed Project:See attached project description. 6. Location of Property: (Road and Tax map Number)1000-87-3-66.4 7. Is the parcel within 500 feet of a farm operation? { } Yes {X} No 8. Is this parcel actively farmed? { } Yes {X} 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. 2. 3. 4_ 5_ 6. (Please use the back lof this page if there are additional property owners) 4 08 / 07 2025 Signature of ApplicantkubertE. Herrmann Date Coastal Management Specialist 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. i SEAN R. McCOYD 3360 MINNEHAHA BOULEVARD SOUTHOLD,NY SCTM#1000-87-3-66.4 Demolish and remove existing 1,360 sf, 1-story dwelling with attached garage and deck, and construct in its place a new 1,182 sf, 1 & 2-story, single-family dwelling with a 143 sf covered entry deck and 135 sf covered waterside deck with associated steps, and a 432 sf, 1-sty accessory garage; install wood utility platform and 4' x 7' outdoor shower;replace existing asphalt driveway with pervious gravel driveway; remove existing septic system and install new I/A OWTS sanitary system; install stormwater drainage system;and establish a 10-foot wide vegetated non-turf buffer adjacent to existing concrete seawall, all as depicted on the survey/site plan prepared by Young Associates, last dated April 9, 2025, and architectural plans prepared by Barbara M. Ruggiero Architect PC, dated April 28, 2025. Board of Zoning Appeals Application OWNER'S AUTHORIZATION (Where the Applicant is not the Owner) I, Sean R. McCoyd residing at 3360 Minnehaha Blvd. (Print property owner's name) (Mailing Address) Southold, NY 11971 do hereby authorize (Agent) En-Consultants 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. (Owner's Signature) Sean R. McCoyd (Print Owner's Name) APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOURNAME: MCCOYD, SEAN R. (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) Tag grievance Building Permit Variance X 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 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 0t, day of b�_- 20� Signature Print Name Sean R. McCoyd AGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Hermann, Robert E. (Last name,fast 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 XX 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 XX 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 715h of AUgUSt .2o25 Signature Print Name Robert E. Herrmann E � 617.20 Appendix B Short Environmental Assessment Form Instructions for Comgletine Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: McCoyd Reconstruction Project Location(describe,and attach.a location map): 3360 Minnehaha Blvd,Southold,SCTM#1000-87-3-66.4;located on north side of Minnehaha Blvd,north of Owaissa Avenue(map provided). Brief Description of Proposed Action: Demolish and remove existing 1,360 sf, 1-story dwelling with attached garage and deck,and construct in its place a new 1,182 sf, 1 &2-story,single-family dwelling with a 143 sf covered entry deck and 135 sf covered waterside deck with associated steps,and a 432 sf, 1-sty accessory garage; install wood utility platform and 4'x T outdoor shower; replace existing asphalt driveway with pervious gravel driveway; remove existing septic system and install new I/A OWTS sanitary system;install stormwater drainage system;and establish a 10-foot wide vegetated non-turf buffer adjacent to existing c oncrete seawall,all as depicted on the survey/site plan prepared by Young Associates,last dated April 9,2025, and architectural plans prepared by Barbara M. Ruggiero Architect PC,dated April 28,2025_ Name of Applicant or Sponsor: Telephone: 516-640-9156 Sean R. McCoyd E-Mail: irishchapter2@yahoo.com Address: 37 East Franklin Court City/PO: State: Zip Code: Garden City NY 111530 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 governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: J Town of Southold Board of Trustees,Town of Southold Building Department 3.a.Total acreage of the site of the proposed action? 11,007 sf b.Total acreage to be physically disturbed? 8,214 sf c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 11,007 sf 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑ Commercial VResidential(suburban) ❑Forest ❑Agriculture Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 r 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: S. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b. Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? V 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: N/A V 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: N/A V 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? 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: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: V'Shoreline ❑ Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban EdSuburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? NO YES 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a. Will storm water discharges flow to adjacent properties? ❑NO ❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: 20. Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ✓ I AFFIRM THAT THE INLert MATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE RE. Herrmann Applicant/sponsor name:CI Mana ement Specialist, En-Consultants Date: August 7, 2025 Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Type ieXt here. 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'�.1\;i" •,5 .,6 3.2A(P) - ,zs _ a•, „•- -m �55v' F � 21 - 2' c+i 2 5`, V1P7'+ON - 68 54 t 1, SOUTHOLO ( 1.3A(c)!^ . -' - C 22,q�P,q�ao�4 93au 35,�' a,�lcl+Y ``52 S3 �, ,a 55� .059�, PARK ' D)srRlcT F.D.28 L.D. y �6P1 •°°60 p.D• . ---- ,ply' Qt r 1,',r ,�1° •d ry6,`�soi rya' .x. 28Plcl c� ___ 3_ 3k, 437-'3_ lo. f N 716,182� lanEWS H'aN•uN OTHERWLSE.ALL o0.0�ERTES sH W AHEI,IY.—E THIS sECiK'AV•P 01�L 23 L - TnE FmLP M OISTRCTS —�--- ""","' °art`I"" E n<t O Awuu.nrvcE Gvmm P,ma —.ZZ— 121 A(4)1112JA UIJVO Blxxrvo G FIRE 2R Wro RAM _ _ _ _ ,•d„n,L,m __-__-_ 6tv--A- 12.11111 E LL.M n ATER N • '!0l _ _p_ REFUSE _ —R_ )Lme w.wn wrvn a hrnP•.rzm e. . D SEWER — —F— WACTEWATER_ _ _WW— wn Lx —�- .,wn Blou,s•5 Ru (21) SeueEPmnv, as ��� SCTM # 7/3/) 1 TOWN OF SOUTHOLD PROPER ARD OWNER STREET VILLAGE DIST. SUB. LOT ACR. REMARKS l"lt`Z �A� QCe 1 TYPEF BLDJ s M p e PROP. Cl—AS LAND IMP. TOTAL DATE FRONTAGE ON WATER HOUSE/LOT BULKHEAD TOTAL r� TOWN OF 5®lJ' HOLD Pp., ®PERTY RECORD CARD o. OWNEI� {� MC� STREET '%-? VILLAGE DISTRICT SUB. LOT ,s,/jSV < <r �c FORM IR OWNER,, N 4 E d ACREAGE '�� � 1 /�>,e /~ ,i I;v— - © /s ec <2 4 ec lb 3-0/a,6C' �'' t W rA��ctSca TYPE OF BUILDING 6"'GPlJ RES. p SEAS. VL. FARM COMM. I IND. I CB. I MISC. I Est. Mkt. Value LAND IMP. TOTAL - DATE REMARKS --- i �`_i-_—___—{tl--r; :�'� ��— --.I__r�_1�__� 'e..L .r'.. /�,/ir r'�7 D ,.3 Z• .S�'.u=i'� G? 6.��'�' c'•' e� „�?,.`/,� ` `'' rJ .,�/ ?°' - �� i�e'�''xe rt/ �/6 rSD f� .-�J .or/ � t,a P�(r,11 .�'� , --- arA - 6-U /6/2 7L) 4o tt V 1 ! L"1i Y; `J l%�i v E I ING CONDIly n T sn 1L r 1 Nc NEW NORMAL BELO ABOVE FRONTAGE ON WATER ° a Farm Acre Value Per Acre Value FRONTAGE ON,ROAD r c: Tillable ] 3 000 L+-75 U BULKHEAD Tillable 2 DOCK 11Lf i ..� Ti I I able. 3 -- — J c // (�1 _._- —A- -�-------- 'r Woodland Swampland Brushland House Plot I r rt - a s —� r — i r ' I _ n AA'' ' x'�y"` .t,..xs„ 1 r-- 87.-3-66.4 3/2014 - _ — -F Tr � - M. Bldg. Foundation ,c�7� Bath �: i � �t.,,, Extension , _ tTF i ! ! Basement �' Floors Extension _ 3 �l,/ Ext. Walls Interior Finish Extension Fire Place Heat i Porch Roof Type Porch Rooms 1st Floor S�ee�eway- ,:��3'G ✓, Patio I Rooms 2nd Floor Garage P 7 { Driveway Dormer ' •7t i -' ' ~ TOWN OF SOUTHOLD PROPERTY RECORD CARD JI O,,'"E~ STREET Z-Z) VILLAGE DIST. SUB. LOT RES. SEAS. VL. FARM c6mm. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS 4184.1 Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Total S W TYPE OF BUILDING | PC PIER FOOTINGS,TYPICAL z 16"x16"w/2"stone veneer outline of wood deck above SO FTG-MIN 3-'BELOW GRADE r-T--r-l--r-�- r--{�• ---------------------------- --- -1 4"----------- ---------- ----------- ---------- q. I , I I Z OPEN BELOW �� Provide 4"th gravel fill 1 i O Z i i I I i i 1 1 o W o NEW CRAWL SPACE tt LL l�: ! FIREPLA E ^O1 UNOCCUPIED SPACE/STORAGE USE ONLY F UNDA7 ION CO 2"TH CONC RAT SLAB OVER 85%COMPACTED Il uJ Q O I (D q - I GRADE GRAVEL FILL I Q _ [7 W +ago FOUNDATION AREA 1,192 SF Z O PROVIDE FLOOD VENTS ........ _ (1 sq in/per SF)as per TB-1004 NYS RESCODE j fq J Q O i ' N I Locate Win 12"of grade as per FEMA regulations � W V 6x6 PT WD POST c U ON 12"0 PC FTG, I f 2-0 C M typ 3 locations 1 !I '? outline of wood platform above NOTE PILE DESIGN AND FRAMING TO FOLLOW O 4 io d Z O f Q N O I i j OPEN BELOW j O V 1 Provide 4"th gravel fill i I rp ! PC PIER FOOTINGS,TYPICAL (� 11 1 1 1 �-r� ! I 16"x16"w/Z"stone veneer -'-�--5uTl�ne bTw eck-atidve__ ___1'___--`---'-- BO FTG-MINT-C'.;I}ELOW 4) gea� --- �--------- ----- ----------�---------- GRADE a O 8„ 8., N N � O C 14'-3" 14'-3" 0_ J m t17 m 28'-6" 14'-0" �53'-6�" THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT ZBA-00 OF THE ARCHr1ECT FOR THE SPECIFIED PROJECT FOR ZONING SU MBITTAL ONLY AND SHALL NOT BE USED OR REPRODUCED NOT FOR CONSTRUCTION OR ESTIMATING PURPOSES WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT 42'-6" T,•3.. 14'-0" 14'-0., T 3" EK-1 InstalM O over 4e Danon Imv 27'-0" } boy HWHIr T-0' 25'-8" s• NJ z IL 0 s RAISED WOOD DECK I ¢ O MIN 3'-0"H W 2 ELEV 10' GUARD RAIL,typ --- 1 q 0 O U approx 5.53'above grade 1 g J W1 OP 1 O D1 LL L 7 0 1 1 ELECT �1U•6 6,•1 ,• T,-0" ]'-0" O'-10.. METER of lank CENTER ROOM '^ i -EL_T CC�LRTFLR SPACE III A./ 'IB• `7 W Q UTILITY ROOM j8 OUTD R uj N = M O l rd ILgco --- ' W C) Q i 1 hr abuctldn RAT = I� PARTITIONS 2 m Ill 0p EK-1 lns1albE O } Z O OD pL r IB getbn Irnv w V O F ACC RESSORS tr m GREAT ROOM a 0 Z 0 FAMILY ROOM O `, V. ATIO 10 4 CLG 8'-6"LION CE TER ROOM ,o `4 `C�J CD ___ D705 TYPICAL CLOo�'bi WN `Y Flnlell Floored per Owner ;Ih plywd,Ille ubfbor ae 2 9craweA ane Oluod to @ Irambg bebw � M U 30. D104 1 i LL U) 1 iO D10S �Q II V r BAT RM _____ O D103 ________________________________________ _Eat N M I P cab e'-e• MASONRY WOOD - BURNING I I - .'Bda4Lm ANTRY ---------"--- Q.. FIREPLACE ISLAND da 3 CLOT _ x 3'C i o f m g o wa a Z N Set TOwall I bulR In rabNsly, 2; y N W7 W1 ® KITCHEN TYPICAL CLG 8'-6"UON ®7'-WAFF 1 L V �i.l 00 N io O` DIN I rN18 ork I(UNDEA4TAIR ' trash f_ REF/F w tdat 1 I I ICLOSET`s I 1 D701 I I I �•-: C ON I i C (5 04 04 q 6 IS R i i ROOFED OVER ENTRY PORCH i FOR ZONING SUMBITTAL ONLY 4 IO N m rD 1 1 i NOT FOR CONSTRUCTION OR ESTIMATING PURPOSES Tn 6 M Lu �,T r0 a ---------------i--------------- -------------------------------LJI .0 Q II l0 1 co �m� 6'-9Y4' 6'-9 4_ i 28-13" 14'-0" THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF THE ARCHITECT FOR THE SPECI ZBA-0,r FlEDPROJECT AND SHALL NOT SE USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT r 4Z-6" 27 O MIN 3'-0"H 7'-3" GUARDRAIL,Iyp WOOD DECK T-3" o 1- 10„ Non slip _J Z 2'-6" composite CENTER NDOW O W1 W1 Wd decWg CENTERWN00 1 L.L.. a r___________________________ W BELOW O O TNW I i KdJv90a.L 1 OwX I I r�tl lld�dl KOM U U I aM V 0206 N LL z O O m 12,_1„ 2,-1" y s' „ a 14,_7„ O Z > iq BEDROOM 2 HALL MASTER N (n m v. 146 SF BATHRM 0 w Q co BATHRM Lp W X za T I � BEDROOM 1(PRIMARY) 4 1g5 SF CO Q = I D207 D209 VAULTED CLG(less than LU o O >— Z O HALL I 15' N O D205O I �— O O m OU � 4 D203 � j---PULL DOWNI I 0210 D211 /� CCV �_____ ____________________ iV i ATTIC STAIR: minLL G M U it O BEDROOM o CLST1 CLST2 I0 131 SF iq m 6'-9yZ' 6'-3yZ' q SLOP p - O { SINK co D204 dryer O r— n D201 N© a 2'2' -" 3'-7" 3'8" D Z ASPHALT ROOFING 15 Rs O >> O WASHER Ba u 6-7' 2 m V V ~ N C I W5 i yy5 ; O O I CENTER WINDOW p I i 4'-0" 6'-0" 4'-0" BELOW LU i •O D. J U O C Oj O 11,_D„ lD a L N�K2 FOR ZONING SUMBITTAL ONLY NOT FOR CONSTRUCTION OR ESTIMATING PURPOSES THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT ��o OF THE ARCHITECT FOR THE SPECIFIED PROJECT 2B ^ AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT r------------- ----------- ----- ------------------- I I , I , , ; I I I 1 I ; ; I 1 1 I , I I , I I , , 1 I ' I ; , I I ; I I � I I 1 I I , I I I I 1 I ; SLOPE DOWN SLOPE DOWN ' 1 8::12 ROOF PITCH 1 1 I 6::12 ROOF PITCH I TYPICAL TYPICAL ------------ 1 ; ' I i ' � I I I I I I 1 I I I I I i I I 1 I I ; m ' I ; ' � m I 0 1 53Dm _>m�� gZr0 0 ; LloyoT 0 M ro� 0 I m O ; O 0 m n G) < 0 ma m mm 3 y D�N 1 1 � rim i�Am z ; ; A i I i , I , I � ; I I ' L ' I I I 1 i 1 I Z i O -i 0 ti ;U ; 00 T ' SLOPE DOWN m g a Z O E A--11 RO(]F PITCH E sN TYPICAL m 0$ Z z N ��'g 0 C 1 o�' m 9 gpgm m m �m 1 L________________ ___-----__-__________---J so8o � z go3 Z? om= G) < C r a 0 O Cn m N Barbara M.Ruggiero Architect PC PROPOSED ROOF LAYOUT U3 176 Pine Street,Garden City,NY 11530 D 516.739.6219 McCOYD RESIDENCE 6 SCALE DATE 3360 MINNEHAHA BLVD,SOUTHOLD NY 04.28.2025 SCTM 1000-87*3-66.4 r MAXIMUM SKY EXPOSURE PLANE 36 ABOVE AVERAGE GRADE __._._.__._._._.__._._______._._ ----------_._._._._.__._.___._.-----------.----------------._.__._._.__.-._._. ------ __._._. 1 aenocf TO DiECRAR6E ! w xexveuQwv. 1A��� vwmaza woa,Wac IIFMI a b O o_ -ieiw IIuu1� Li L SiaE Full -T-npkWEa.-._.____ _rkRVi�95tptMxA m� ewzwn ® ® s ®®® ocvulovmmouaulca~rn nakwn 1 ! _________________________ ________ •� V1e vae:xovfxlaa b b �P�xo - � a.- v�ku�vAlrox AVFAA6E 66cDE ' ' ' r, -call i , Lzxmw Proposed Front(South)Elevation scde W=ra' Na pale: ReNdm: Barbara M.Ruaaiero A`o Wl P,C. 176Pm S9wLGwdw C0y,NV 11530 Vck 516.739.6219 e:SMRmchNacl�matcDm project e!oroar McCOYD RESIDENCE 3360 Minnehaha Blvd, Southold,NY DI9wl!g nue: Proposed Front Elevation heal 6 BgreW!r: Dale: G Nu: Oa.20.2P25 Drawn DRAWIN ZBA -04 Omwmpa em NDifo Ob YeC 145.1/tl7p dNYS eCacdbnlwv,aflcg fOE,brenyPersm,uNBz9 atirp urtler 11» 6nrlim da kmssert eNitecL fo eAer w eem n e.ryway. MAXIMUM SKY EXPOSURE PLANE -_.__.-_._._.__36 ABOVE AVENGE GRADE_._._..........._ -----._.__._----_._.__._. mwooE . ��•���€dam________._______------------ awwwo- — �e /, wwners PBeR•.ead.,r � .S,fy ®r ,a uev.vnr �I1I�I��'�yI1pII ,,�E;F` •+e8ie i°vA-�ieEfio_� _____________ e�e �II Il� E oae,t+meonoewairs�'rneaowio• ' ramosanorw 1__ r' cmuva��nv � REAR roXd 1 I � mmmn qP Poa_cR I ruev—---------------------------- ergpya:p UrDS._ h ' • LRYi9111P0typF veue �Eray.aa„ Proposed Garage Side IWestl Elevation 1mBur�ra- MAXIMUM SKY EXPOSURE PI E 36•ABOVEAVERAGEGRADE ___._.___._.___.____._.___ Ee._ d" 10N0' No: Da1B. Reddm: Ear uuwarvoaoor Bvu .' .' awanwowwiw,a •� ,rBP,>z. Barbara M.RuGoiero ______ Ar JvteG P.C. + 17B PLw SbOOE Gaitlw Ctly,NY 1153D euv.ver VOioe.516.739.6219 ' e BMRErMIIed�mdlcOn �n noa. PrgecE xnevroroet a,,ma r-�'a McCOYD RESIDENCE mvaE.aPaano.era.,PB. 3360 Minnehaha Blvd, Southold,NY Proposed Side Elevations IM] Sw. 110-11�UONI oven ``' 19N1ue: Dam: N.&Ms Sed 6 S P. SED Drawn I Po MPxn 1 i I i N. ______YGMWDtt DECK I KING q' ZBA -05 A ERAG D DE ---- "- .__._.___._.__.__._E._3�_._._._._._._._._.__._.___.__._._..._.__._.____.___._.__._._ �E 6wN.§ AVEnsnE 6RnpE Drewh9sereNOTfo De QeleC _.__ IDNm69uenTlAt dAY MifDRCON9TluCIpNOn EsroMlwO PwuosEE Illeevldeam dNY3 e0wefbnlew,ralkJe 1 145,brary PBrsO'4 udesa adlw.w fDa Proposed Side (East)Elevation ; dreao,dBrE�aeB�aBd.roaaBroa - ,.ae W.ro- mmm B,nwar. I� R .. _.------_.------._._._._._._.__._._._.----------._._._._._._.----._._.-_._._._._.__ IMUMSKYE%POSUE PLANE_._._.-.---..........._.-__.-_._._._.-----_._._............-_._._.__._-._._._._._._._._ 1 3B ABOVEAVEPOSU PDE � `(vi PaI.vFlwOEaaME w�TPW 9�,Lv,' mlxt cawt Pyyxnax aE�maP N�.aama aro a a�a,wM --------------------- - , , _._._._._..._._._.___ ._.__ _._.__._- _._._.______ ----- _._._ I I I L x Proposed Rear(North)Elevation - scote Na Data: fteWsan: Barbara M.Ruggiero AII,S i P.C. 1T6 Pore66EatG MC4,,NY 11530 V.i.516,739.6219 e'6MR..N a&mm'— P'o- iio0aaf McCOYD RESIDENCE 3360 Minnehaha Blvd, Southold,NY DrevnPB nm: Proposed Rear Elevation SealBSgnalwe: Data: 01.28.025 Scare: 1/<' 1'-0•UON Drewn B pRAw G ND.: ZBA -06 �— �— DrewotBs ere NOT ro De scalatl I ..__-_-:'.'�.:"fa���^NOxLY 1f19av/tletlm MNYS edLsmbnlaw,MirJa drtwliol d e LcafhlEO am/+decL foadar en yDn.m any way r ''wn r-------------------- -------------------- V } U'll"L Mill- Z ' J LLI O TO OPRIDGE MAX ITb'AB AVERAGE GRADE N ASPHALT ROO ING ' r, Z 14 'ser FINISH V 0 w U J . � CO V tP STORAGE 4 WN Q 10 LIMITED i i Q L.L Q 9 -1777 HEADROOM PROPOSED DETACHED W W GARAGE 6"TH CONC SLAB ON GRADE (/) >- Z OO FLAT CLG @ 8--0"AB TO a O Z FOUNDATION WALL SLOPE DN SLOPE DN .-- i OU 00 __________________i sBxe i f 8:12 8:12 i N Vo � ELECTRIC OH L.L C • GARAGE DOOR i p —� i G M c) GARAGE B W X THIGH i L7 i I O ---------------------- ' Line of wall below r a Z N U O 6-9 N N c U OO ` Q N C PARTIAL SECTION o E GARAGE PLAN GARAGE ROOF PLAN m THRU DETACHED GARAGE c9 �d Via ^ J � n m Ln FOR ZONING SUMBITTAL ONLY NOT FOR CONSTRUCTION OR ESTIMATING PURPOSES R A THIS DOCUMENTS THE PROPERTY AND COPYRIGHT �'•" `�07 OF THE ARCHITECT FOR THE SPECIFIED PROJECT AND SHALL NOT BE USED OR REPRODUCED WITHOUT wRRTEN AUTHORIZATION FROM THE ARCHITECT i (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72D?OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NC)T TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NO BEARING THE LAND SURVEYOR'S INKED SEAL OR Eu BOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY ({) INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE OTHERS. 11TLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LIS1E0 HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(Wj,SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROMOM OT OT HERS LOT COVERAGE DRAINAGE CALCULATIONS 400 Ostrander Avenue, Riverhead, New York Ilaol HEALTH DEPARTMENT USE tel. 631.727.2303 fax. 631.727.0144 BUILDABLE LAND=LOT AREA(11,007 SQ.FT.)- VOLUME REQUIRED pmttpauobat admin@youngengineering.aom WETLANDS(442 SQ.FT.)=10,565 SQ.FT. ROOF: 876 SF x 2/12 x 1.0 = 146 CF EXISTING VOLUME PROVIDED FRAME HOUSE&GARAGE = 1,360 SQ,FT. USE NEW LEACHING FIELD#1: FRAME STORAGE - 18 SQ.FT. 1' }- (2)GALLEYS 8.5O'x4.75'x2.5O'DEEP = 160 CF WOOD DECK = 299 SQ.FT, = 28 5Q.FT. VOLUME REQUIRED Howard W. Young, Land Surveyor WOOD LANDING Thomas G. Wolpert, Professional Engineer TOTAL= 1,705 SQ.FT.-16.1% ROOF: 1,015 5F x 2/12 x 1.0 = 169 CF Douglas E. Adams, Professional Engineer - VOLUME PROVIDED Daniel A. Weaver, Land Surveyor PROPOSED USE NEW LEACHING FIELD#1: 1&2 STORY FRAME HOUSE = 1,182 5Q.FT. (3)GALLEYS 8.5O'x4.75'x2.00'DEEP = 192 CF 1 STORY GARAGE =432 SQ.FT. COVERED WOOD DECK(ENTRY) =143 5Q.FT. \ s{ea d� }o pa 8 6uiuoz SITE DATA pomi}tawanlrs COVERED WOOD DECK(REAR) = 135 SQ.FT. \ SZGZ � T nd AREA = 11,007 SQ. FT. \ *SEE FLOOD INSURANCE RATE MAP PANEL NO,36103CO166 H LAST DATED RAISED WOOD UTILITY PLATFORM =41 SQ.FT. TOTAL= 1,933 SQ.FT.=18.3% \ �.3�i�1 .�C SE T, 25,2009. '\ . 3 * ONING USE DISTRICT = R-40 * VERTICAL DATUM TEST HOLE \'\ =NAVD(1988) * DEPTH TO GROUNDWATER BY McDONALD GEOSERVICES r. \ =4 FT DATE:03/21/2024 Q �e� \ NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =3 EL=5.4 0.0' \ TIE LINE ALONG APPR20X. DARKLOAMY , \ HIGH WATERMARK * MINIMUM REQUIRED I/A OWTS CAPACITY =400 GAL (OL) r n G 560020'06°E ^ * PROVIDED I/A OWTS CAPACITY 1.01 = 500 GAL 1. \ R`C� °� *GRAVELLESS ABSORBTION TRENCH REQUIRED BROWN SILTY e r. ly \ SAND oX 35°58�Q3"E Q °o FOR AUSING TABLE 11 OF THE SCOHS BEDROOM DESIGN&1-5 5min/in DARDS PERCOLATION RATE) =46 LF (sM) W �� E P✓ � 3. � LEACHING FIELD#2 �� GWEL=1.2 42' ` 33 ALLEYS �`� OP *GRAVELLESS ABSORBTION TRENCH PROVIDED =46 LF BROWN SILTY WATER IN TIDAL WETLANDS � �. \ ( )G IV SAND BOUNDARY,AS \ 8,150'x4.75' x 2.00' DEEP SAND ' " DELINEATED BY P (5M) EN-CONSULTANTS, 08, �FR 8.0' 04/09/2024 qs 2.71 S` qy F 6jo \`'F PROPOSED WIRE-BACKED �PQ EXISTING DRYWELL5 4� 4s. \ SILT FENCE 'P� S TO BE REMOVED(TYP) FSHEo (8,098 SF AREA OF 6 2 94\ WATER IN PALE �. DISTURBANCE) ENGINEER'S CERTIFICATION �/ CO BROWN FINE \ S5 DI yt�� `�\ ^'C / pomu(aarorinle SAND Fo //m ` i\ 6 _ u (SP) \ \ 04 //`L t3.21 �`� 'yam'/ A, 2.62 YY Qo I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL �� // / /b �a SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY \ O' TIDAL WETLANDS BOUNDARY kot 0v ?o• i / /��7� S750,2 �ti� ALONG SEAWARD FACE OF CONC. DIRECTION.BASED UPON A CAREFUL AND THOROUGH S D`7O '!ME-SOIL, `� ('23„ BULKHEAD,AS DETERMINED BY SITE AND GROUNDWATER CONDITIONS,ALL FACILI 5,W P OPOSEb 25.0' F EN-CONSULTANTS,04/09/24 F HIGHEST EXPECTED PROPOSED 15TORY o� J�� O ^b �� �` �r�P�gO�OsFO i i z4 ^� PROP 1.79' TI�;..INEALONGAPPROx. CONFORM TO THE SUFFOLK COUNTY DEPARTMENT �FNEALTHE-5.E(2VICE5; \ (� �. o FG o CONSTRUCTION STANDARDS IN EFFECT AS OF 5 D '�� v9�,\ U GROUND WATER EL 1.2 \ t. �eQ / O 0 / / FT,y SFa HIGH WATER MARK f DETACHE. GARAGE qy / / TF jo• �.` �� ��» o FFEL76.10 O / �� 4 /. �`J� - .� �o 2.6 \ I { I C'� /�'7'" _•`.�Gr; c7 +,.tj �. /..•..P:°f ';7) •'' O / / �`� /HALT DRIVEWAY A ,1 �• y O � i°BE REMOVED v O�� A / 7' `� FLAGPOLE n Zj� m �5.29 VS .; Q,GQQ- Cky� NOTES FOR B� '-, ,� L, �,� k_ �r a qo \\ ;\Q EXTE` VlATER �°j // p o 4S' ?o sTtiFOc ^ `� \ HOWARD W.Y U , N.Y.S.L.5.NO.45893n c \. ' ' 3 ABANDONMENT OF SANITARY STRUCTURES SERVICE oRF rg g, ' -�-g.' �' h ti°LRyF r k•.e \ \ THOMAS C.WOLPERT,N.Y.S.P.E.N0.61483 `Fc�, .... 2�P,��P DI /ciccf �) ; ..„ /� �� `..�0 j `\ RF�ogGFT �F •_ _. �`. \ DOUGLAS E.ADAMS,N.Y.5.P.E.NO.80897 ABANDONMENTIN-PLACE ti y� a t ,y.,. /(_: �°,p ' •s� �Fo °eF Pp g . \ A�� \ PROPOSED of EXISTING SYSTEMS SHALL BE ABANDONED BY REMOVING ALL h / C) �, �a O� ' : ,•> . O• 2qo, OS , RCF N RESIDUAL SEWAGE WASTES 8Y A LICENSED WASTE HAULER, PERVIOUS GRAVEL o �� cIc Tpp '°4 FO CrMrro , e , s. o ' O a ;;(� °Ry: 'a.a� ,'r: OFOOO�OpO�c'O wA�fAcrZ oDPRgs \ i REMOVING THE TOP OF THE 5TRUCTURE(5),BACKFILLING WITH DRIVEWAY w 80 ` ` + BF h'o ._ SURVEYORS CERTIFICATION_:�-..;_.g o CIC" 1 6.54 /r- dS (1 J ;i:aq.• O C� �0 ��. �/�` 01V pmppaorial SUITABLE SAND AND GRAVEL MATERIAL,AND PROPERLY APPROX LOC OF EX ``� ._ :. y Ise k0 0 \ , * DI s.7s 'I` �o ° fi.43 `lq 't11 Li R, ,, -,; °O, PROP FGOO F �y PREPARED N ACCORDANCE WITH THE CODEOOFDPRACTIC VEY`WA'S, COMPACTING. SANITARY SYSTEM TO BE cfL 0 ; ; �` ND}SURVEYS gl ABANDONED IN 9' g. ADOPTED BY THE NEW YORK STATE ASSOCIATED F1F.PR0FES5IONAL LAND,.`.,, o ABANDONMENT BY REMOVAL \ ACCORDANCE WITH WI ��,ti° � �°?o „ sy 00 0 �� °l i EXISTING SYSTEMS MAY ALSO BE ABANDONED BY REMOVING ALL 61+ i� �6 0 �/ t• ac •- :" s O O ca SURVEYORS. / a ±: SCDHS STANDARDS I p Fe o� Szz n t (Alp !yF R r.., N �*. 2,�, s.6o y / O k� FeF N RESIDUAL SEWAGE WASTES BY A LICENSED HAULER,REMOVING m � yR O Q , 10 FN o ° `� /.3 S Rq- TO THE ENTIRE STRUCTURE(5),BACKFILLING WITH SUITABLE SAND o� Ili / / ITS e` ' f o �a. `� f�,�5yST�'9G tilts /yF 8 p J ` h' t.• / 'z'.�y„ 1"4t1� F �- AND GRAVEL MATERIAL,AND PROPERLY COMPACTING. CMF w I 3 A BANDONMENT OF SEWER PIPING " "�'/� d��; '9es O Z 9 HOWARD W.YOUNG,N. S.L.S.NO.'45893 THE ASSOCIATED SEWER PIPING SHALL BE CUT AND CAPPED AS A rI \y v DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 MEANS OF ABANDONMENT.THE DEPARTMENT SHOULD BE �, o `� I \ �� 6.45 `/ O/1/ �FCj .��` s• Q�F �A CONTACTED FOR FURTHER ABANDONMENT REQUIREMENTS,IF CMF FUTURE CONSTRUCTION IS CONTEMPLATED IN THE AREA OF THE Q3O1 // \ �w FacF Ch' `�` ����\ OO c� ABANDONED SEPTIC SYSTEM. �'Q� � � +s.es 46' °� ,� � � o t` Q/`e„ SURVEY FOR �► / `" n TH CERTIFICATION REQUIRED GT / A ZONE THE ABANDONMENT OF EXISTING SEWAGE DISPOSAL SYSTEMS, �\ VC F 10) � �17• "` w �' SEAN McCOYD EITHER IN-PLACE,OR BY REMOVAL,MUST BE CERTIFIED BY EITHER / PROPOSED w �r/ °p o ZONE x A LICENSED DESIGN PROFESSIONAL OR LICENSED CONTRACTOR AS / r�, SANITARY „CF (0.2%ANNUAL INDICATED BY THE DEPARTMENT ON THE PERMIT TO CONSTRUCT, rr^^J / SYSTEM CHANCE) N FOR PROJECTS SERVED BY MUNICIPAL SEWER DISTRICTS,THE // vJ / \ \ws�tiG 5.84597 \ LEACHING FIELD#1 at Laughing Waters, Town of Southold APPROPRIATE MUNICIPAL AGENCY WITH JURISDICTION SHOULD (2)GALLEYS Suffolk County New York ' ALSO BE CONTACTED. Q l (0 \ �R ' N / / ov e///h yqr� +s.as 8.50'x4.75' x 2.50' DEEP 1j0 o �� � \ \`�� s�%°^�o BUILbING PERMIT SURVEY r LEGEND o / IPF `3'Q �.9• y7I gmuu{a_bbatr� 9 °Q �'' Y P 87 Block 03 Lot 66.4 � Count Tax Ma District 1000 Section BBC =BELGIAN BLOCK CURB c a (0 CMF ° FIELD SURVEY COMPLETED BSW = BRICK SIDEWALK / � MAY 08,2024 o CIC =CAST IRON COVER pvb�/c�"7 MAP PREPARED MAY 09,2024 CH =CHIMNEY Record of Revisions DI = DRAINAGE INLET \`� \\ REVISION DATE DW = DRYWELL NOTES \ \ EOP =EDGE OF PAVEMENT 1.THE OWTS SHALL BE MODEL CEN-5 MANUFACTURED BY FUJICLEAN USA. ADnFn 6ur3 nrNG PERMIT DATA TA ( 99 20pF IPF =IRON PIPE FOUND \\� AnnFn RUII nTNr PFRMTT nATA APR O9.7�5 MLF =METAL FENCE 2.THE DESIGN ENGINEER,FUJICLEAN ti5A REPRESENTATIVE,AND SCDHS OIL =ON PROPERTY LINE REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWTS AND LEACHING ` 05 =OUTDOOR SHOWER SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. CMF S PRF =POST&RAIL FENCE 3.THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OF A RCF =REBAR&CAP FOUND o FUJICLEAN USA REPRESENTATIVE. RO =ROOF OVER / \ WMR WATER METER m �x LIGHT POLE 4.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE 20 0 10 20 40 60 MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE • =END OF DIRECTION/DISTANCE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES(SCDHS)PRIOR TO APPROVAL OFIL n _ =WETLAND FLAG THE I/A OWTS REGISTRATION 8Y THE SCDHS IN ACCORDANCE WITH ARTICLE 19 OF Scale: 1 - 20 THE SUFFOLK COUNTY SANITARY CODE. JOB NO.2024-0058 DWG.2024_0058_bp 1 OF 3 (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 ESTABUSH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING 114E 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 14S 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 CST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. SWEET AIR VENT GAP MFG BY TUF-TITS 400 Ostrander Avenue, Riverhead, New York IIc101 (3' MIN FROM ANY DOOR OR WINDOW) tel. 631.121.2303 fax. 631.-72"7.0144 FIBERGLASS LOCKING admin®youngengineering.aom COVER 3008-RG 4 RI5ER • 1 8 2 STORY MFG BY POLYLOK FRAME HOUSE RIM=7.5 Y� 1 Y (3 BEDROOMS) 16' FFEL=10.0 4" PVC PIPE RISERS B COVERS 5' 6' 24'LONG TRENCH 6.0' Howard W. Young, Land Surveyor z ® 2.00% MIN. WITH SAFETY LIDS 41I PVG 4" PVG PIPE Thomas G. Wolpert, Professional Engineer MFG BY TUF-TITE (TYP) PIPE @ a 1.00% MIN. Douglas E. Adams, Professional Engineer RIM=8.2 1.00% MIN. &EOTEXTILE Daniel A. Weaver, Land Surveyor EL=8.2 BARRIER PROVIDE GLEAN EL=57 I ON 3 OUT AT FACE OF SLOPE BUILDING AIR LINE--P SAND HEALTH DEPARTMENT USE IE=5.00 O -3" VENT TOP OF PIPE ayDw HOLE IE=4.51 IE=4.46 IE=4.36 EL=4.63 CONNECT 3" PVC VENT LINEJ IE=4.68 IE=4.30 TO VENT HOLE IN OW5T f T-BOT EL=3.2 SEE DETAIL FOR GEO5YNTHETIGJ o z OATS COMPONENTS 4"DIA. PERFORATED PIPE AGGREGATE `" HIGHEST EXPECTED GW EL=1.2 BOT=0.28 HI6HE5T EXPECTED GW EL=1.2 2' DIA. POLYPROPYLENE GRAVELE55 ABSORPTION DISTRIBUTION BOX TRENCHS (Fa 5F) 12"X12"Xa' LONG 500 &AL. I/A OATS MPG.BY POLYLOK TOTAL OF (2) 48 LF CONCRETE BEAMS MDL. CEN-5 MFG. BY FUJIGLEAN USA MDL�3017-G24 OR APPROVED EQUAL MPG.BY EL.EN CORPORATION PROVIDE END GAP LEVELING DEVICE MDL#t345 OR APPROVED EQUAL 7 BY TUF-TITE OR HYDRAUL 10 PRO=1 LE M APPROVEDF EQUAL FOR ALL SCALE: NTS DISTRIBUTION OULET PIPES BUOYANCY CALCULATIONS IA OWTS FIN. GRADE ONE (1) OWTS MDL# GEN-5 MFG. BY FUJI GLEAN USA WEIGHS 317 LBS., REPRESENTING THE DOWNWARD FORGE FOR THE STRUCTURE. CORROSIVE RESISTANT STRAPIN& (TYP. OF 2) THE PROPOSED STRUCTURE WILL BE PARTIALLY SUBMERGED TO A DEPTH OF OAZ 0.2041:22"XI2-XcI' LONr7 MINUS 0.28). EPDXY COATED ANCHOR EYE BOLT THE VOLUME OF GROUNDWATER DISPLACED BY THE STRUCTURE V = AREA x SUBMERGED (TYP, (OF 4) DEPTH (1 AO)(4.02)(O.a2) = 24.2 CF. THE WEIGHT OF THE WATER DISPLACED BY THE PARTIALLY 5UBMERGED STRUCTURE W = HIGHEST EXPECTED 2a.2 OF x 62.4 LBS. PER GF = 1,822 LBS. GW EL.=1.2 NOTE: ALL CONDUITS BETWEEN PANEL AND APPLYING A SAFETY FACTOR OF 1.5, THE UPWARD FORGE (BUOYANCY) EXERTED ON THE TREATMENT TANK MUST BE SEALED TO PREVENT PARTIALLY 5UBMER&ED STRUCTURE I5 1,522 x 1.5 = 2,"133 LBS. GAS LEAKAGE INTO PANEL. CONCRETE BEAMS THE DOWNWARD FORGE OF Sq7 LBS. 15 LESS THAN THE UPWARD FORGE (INGLUDINC� FOR WIFI COMMUNICATION DEVICE; SAFETY FACTOR OF 1.5) OF 2,735 L65. AND, THEREFORE, AN ADDITIONAL 2,836 i.B5, OF USE ALARM/CONTROL PANEL MiJ._#1045040 ENGINEER'S CERTIFICATION DOWNWARD FORGE IS NEEDED. FEND VIEW DF-TAIL CONTROLLER "0" MFG BY 5JE RHOMBUS 3 SCALE: NTS I USE (2) 12"x12"x41' LONG CONCRETE BEAMS = 18.0 GF ALARM/CONTROL I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL 0 THE ADDITIONAL DOWNWARD FORGE PROVIDED = 15.0 GF x 150 LBSJCF = 2,700 LB5. PANEL MDL#1041972 SYSTEMS)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY of CONTROLLER "A" DIRECTION.BASED UPON A CAREFUL AND THOROUGH STUDY OIL, a MFG BY SJE RHOMBUS SITE AND GROUNDWATER CONDITIONS,ALL FACILI ,AS PROPOSED, -1/2' VENTILATION PIPE CHAMBER Volume(gal)) CONFORM TO THE SUFFOLK COUNTY DEPARTMENT OF EALTH SERVICES',- , SCUM BAFFLE B CONTROL PANEL MOUNTED \ 3 Ql Sedimentation Chamber 277 G "x4" PRESSURE CONSTRUCTION STANDARDS IN EFFECT AS OF THI DATE ,.;=� -10 N 4 Q2 Anaerobic Filtration Chambcr 278 TREATED WOOD POSTS 81 -l0 -7 -0 (3) Aerobic Contact Filtration Chamber 127 v o RECIRCULATION (3) Storage Chamber 63 _ r a Q Disinfection Chamber 4 `• r , i AIR LIFT PUMP N DISINFECTIDN INSULATED d N Total Volume 749 © CYLINDER (OPTIONAL) AIR WEATHER SLOWER VSTANT HOWARD W. OC NG,N.Y.5.L.S.NO.45893n ej 4' INLET PIP ' OUTLET PIPE SPECIFICATIONS rf) I BLOWER THOMAS C.WOLPERT,N.Y.5.P.E.NO.61483 4 O ENCLOSURE DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 -- a A 0 A Anaerobic Media PP/PE Filling Rate 32/o Board Type Aerobic Media PVC/PP/PE Filling Rate 16G/D Aerobic Media PP/PE Filling Rate 57% I FIN. GRADE Blower 2.8 cfn. ELECTRIC SUPPLY '-EFFLUENT Tank FRP TO BLOW)=R INLET BAFFL -®- ® AIR LIFT PUMP SURVEY FOR © © Piping PVC/PP/PE TO FUJIGLEAN Access Covers Plastic/Cast Iron OWTS SPLICE BOX Disinfectant(Optional) Chlorine Tablets AIR LINE TOJ SEAN MCCOYD RECIRCULATIGN PIPE LGW BAFFLE 1/2' AIR INTAKE ELECTRICAL SUPPLY FUJIGLEAN OWTS FLOW OPENING <TYP, (CLEANING ❑PENING) B PLAN VIEW CONTROL PA�NrL 4 BLOWER at Laughing Waters, Town of Southold SCALE: NTS 9 9 N DISINFECTION 4' MANHOLE Suffolk County, New York 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP CYLINDER (OPTIONAL) N LOW OPENING N METER BUILbING PERMIT SURVEY BOARD TYPE INCOMING SERVICE s CONTACT MEDIA County Tax Map District 1000 Section 87 Block 03 Lot 66.4 DEDICATED 0 15 AMP BREAKER FIELD SURVEY COMPLETED MAY 08,2024 Ja © y F MAP PREPARED APR.09,2025 120V AG, 10, 60HZ, 15 AMP POWER SUPPLY Record of Revisions #12-2 AWG WITH &ND IN I" PVC CONDUIT 5'-5' ( 5'-5' ECIRCULATION MAIN REVISION DATE ASSEMBLY SERVICE 4'-4�' © AnnFn R11TI-ntN�PFRMTT n .TA N AN 29 9095 4'-3�' 4'-2 ' PANEL ELEC. CONDUIT AMECD RUTII)ING.PFRMTT DATA APR 09 2025 OATS WIRING PER MFG. HARDWIRE EROBIC MEDIA N m a 0 J o ERATION ASSEMBLY c 0 `o SECTION A-A VIEW SECTION B-B VIEW &ROUND 5JE RHOMBUS AIR FUJIGLEAN CONTROL BLOWER OWTS 9 PANEL Scale: NTS a JOB O.2024-0058 I/A OATS MDL. GN-S MI=G. BY I=UJICLEAN USA OYM ELECTRICAL ONE-LINE DIAGRAM DWG.024,00585 E bp 2 OF 3 I (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72D9 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO E)RSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND)ARE NOT TO BE USED TO ESTABLISH PROPERTY ONES 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)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue, Riverhead, New York IIaOI FUJICLEAN CEN SERIES tel. 631.127.2303 fax. 631.121.0144 MODELS AS PREVIOUSLY W > odmin®youngengineering.com APPROVED FOR USE BY SCDHS ( r€'x Toward Clean Water... 0 ALL MATERIALS SCHEDULE 40 PVC(TYP) Howard W. Young, Land Surveyor CLEAN OUT MUST BE INSTALLED TO PROVIDE ACCESS TO THE Thomas G. Wolpert, Professional Engineer 6"SCHEDULE 40 END CAP ADAPTER FROM ABOVE(TYP) Douglas E. Adams, Professional Engineer ADAPTER&PLUG(TYP). Daniel A. Weaver or, Land Surveyor MUST INSTALL CLEANOUT y TO GRADE IN 4.871 ACCORDANCE WITH 4.53" SCDHS STANDARDS(SEE INSTALLATION GUIDANCE b HEALTH DEPARTMENT USE 9T0pVI NOTE 7). TOP VIEW WITHDIMENSIONS(TYP) EW(TYP) 06.24" OUTLET SOLVENT WELDED TO 6"SDR 35 PVC RISER a 4"LONG STUB OF 4"SCHEDULE 40 PIPE CONNECTED TO FUJI PIPING EXTENDED UP TO GRADE CLEAN CEN UNIT(TYP) LENGTH VARIES(TYP) 90 DEGREEJPORT CzDINLET'VIEW(TYP) 3 INADA PORTS ARE Q 4"OPENINGS (TYP) 7.03" 8.55" SIDE VIEW WITH �-6.2- 3" DIMENSIONS(TYP) 0 1.97" SIDE VIEW(TYP) 4.87" EXTRA INLET 7 34• 4.53" CAPPED VIA 4"SCHEDULE 4 ADAPTER&PLUG OR CAP(TYP) OUTLET SOLVENT WELDED TO 4" LONG STUB OF 4"SCHEDULE 40 PIPE CONNECTED TO FUJI CLEAN CEN UNIT(TYP) ENGINEER'S CERTIFICATION 3 I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL U 5YSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY o€ DIRECTION.BASED UPON A CAREFUL AND THOROUGH STUDY OIL, 4 DIA. PERPO)RATED PIPE SITE AND GROUNDWATER CONDITIONS,ALL FACILITI AS PROPOSED,`,, LATERAL 3 INLET PORT PERMEABLE BAGKFIILL CONFORM TO THE SUFFOLK COUNTY DEPARTMENT OF EgI.TH SERVICES, `�• ADAPTER ALL PORTS GEOT'EXTILE CONSTRUCTION STANDARDS IN EFFECT AS OF THI DATE.' ARE 4"OPENINGS GE05YNTHETIG BARRIER t g (TYP) ASSIREGATE \\ \\ C , FUJICLEAN CEN SERIES z �> /\ //// //// ///////// \MR, � HOWARD W.Y�!'JNG,N.Y.S.L.S.N0.45893n \ - MODELS AS PREVIOUSLY THOMAS C.WOLPERT,N.Y.S.P.E.NO,b1483 \; 'APPROVED FOR USE BY SCDHS 00 bT // 6" /\\/ DOUGLAS E.ADAMS,N.Y.S.P.E.N0.80897 USABLE 501 L \ .: I::�'s;r :„'� = ; FUJIGLEAN INLET ADAPTER CIO (1-60 MIN/INCH /\ `°V °T\ /�/ PERCOLATION RATI=) -{I ::. { - > ;I m-1, f:.:.= I ;I I- / SURVEY FOR 4'TO ADJACENT Installation Guidance FujiClean Schedule 40 PVC 90-Degree InletAdapter /\\ I i --I! TRENCH // I I ` \ 1.The FuijiClean 90-Degree Inlet Adapter has(4)openings(3)inlets and(1)outlet.All of these will accept standard C6, �V_ Y'\\ schedule 40 fittings. //\� I " �I mo'I` �`ICI lV l I�\/ SEAN McCOvD 2.The top of the inlet adapter has a 6"opening that can be fitted with a 6"SDR riser pipe and cap as a clean out. GW EL=1.2 EXPECTED E 3.Any unused entry ports on the FujiClean inlet adapter shall be capped with a 4"schedule 40 adapter&plug,or a Schedule 40 slip UNSUITABLE SAND SHALL BE /\\��7\ �� � ��� y/�/\\� at Laughing Waters, Town of Southold cap that is solvent welded to a short stub of pipe inserted and solvent welded into the adapter port. REPLACED WITH SAND RATED AT 5P OR 5W � Suffolk County, New York + 4.The lateral entry adapter shall be secured to the FujiClean unit using a 4"long stub of 4"schedule 40 pipe that is solvent welded into the adapter outlet end and FujiClean inlet so that the adapter fits flush on the FujiClean unit. LEACHING TRENCH SHALL SAND MEETING ASTM IN5.The installer shall ensure that the soil beneath the adapter is backfilled and compacted sufficiently to support the bottom of BE EXGAVTEID DOWN TO SPEGIFIGATION G33 BUILDING PERMIT SURVEY N O o the adapter and prevent any settling or strain on the adapter or FujiClean unit. SAND RATED A7r 5P OR 5W z �( 6.Metal fittings,pipe,and caps are NOT to be used for installation of the adapter. County Tax Map District 1000 Section 87 Block 03 Lot 66.4 C3 7.Must install a cleanout to grade in accordance with the"STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR GR,4VEL 55 ABSORPTION TRENCH 5EGT1 ON FIELD SURVEY COMPLETED MAY 08,2024 SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES"and the"STANDARDS FOR APPROVAL MAP PREPARED APR.0 ,2025 OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES." MFG. BY ELJIEN CORPORATION MDL#B43 SCALE: NTS 8.The following are instructions on how to make a solvent weld for attaching piping to the FujiClean lateral entry adapter. OR APPROVED EQUAL Record of Revisions 1.Square pipe ends,chamfer and remove all dirt. REVISION DATE 2.Check dry fit of pipe and fitting.Pipe should easily go 1/3 of the way into the fitting.If pipe bottoms,it should be snug. AnnFr)BUTL I)INf PFRMIT DATA TAN 29,2025 3.Use a suitable applicator at least'%the size of the pipe diameter.For larger size pipe systems,use a natural ADDED RUTLI)INf PFRMIT i)ATA APR 09 2025 bristle brush or roller. 4.Clean pipe and fitting with a listed primer.(Do not use primer on ABS pipe and fittings.Use Clear Cleaner only!) 5.Apply liberal coat of cement to pipe to the depth of the socket;leave no uncoated surface. 6.Apply a thin coat of cement to the inside of the fitting;avoid puddling of cement. a Puddling can cause weakening and premature failure of pipe or fitting.Apply a second coat of cement to the pipe. 7.Assemble parts QUICKLY.Cement must be fluid.If cement surface has dried,recoat both parts. 0 8.Push pipe FULLY into fitting using a%turning motion until pipe bottoms. 9.Hold pipe and fitting together for 30 seconds to prevent pipe push-out—longer at low temperatures.Wipe off excess. m 10.Allow 15 minutes for good handling strength and 2 hours cure time at temperatures above 60 degrees Fahrenheit before pressure testing up to 180 psi.Longer cure times may be required at temperatures below 60 degrees Fahrenheit or with pipe above 3 inches.DO NOT TEST WITH AIR. s Pp Scale: NTS NOTE:The set up/cure time is dependent on several factors.The pipe size,socket fit,ambient temperature, relative humidity,solvent cement used and the system operating pressure should all be considered when determining set up cure times. JOB NO. 2024-0058 DWG.2024_0058_bp 3 OF 3 I i (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO IDOSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSDERED 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 INSTIITUTION.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 FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS- LEGEND Ostrander Avenue, Riverhead, New York I1a01 LEGEND tel. 631.727.2303 fax. 631.727.0144 go°ngaa4orinte� HEALTH DEPARTMENT USE LOT COVERAGE g admin®youngengineering.com �waAa a!7 BBC =BELGIAN BLOCK CURB BSW = BRICK SIDEWALK BUILDABLE LAND=LOT AREA(11,007 SQ.FT,)- N CIC =CAST IRON COVER WETLANDS(442 SQ.FT.)=10,565 SQ.FT. DI = DRAINAGE INLET DW = DRYWELL EXISTING Howard W. Young, Land Surveyor EOP =EDGE OF PAVEMENT FRAME HOUSE&GARAGE = 1,360 SQ.FT. Thomas 0. Nolpert, Professional Engineer IPF =IRON PIPE FOUND FRAME STORAGE = 18 SQ.FT. Douglas E. Adams, Professional Engineer d " MLF =METAL FENCE WOOD DECK = 299 SQ.FT. Daniel A. Weaver, Land Surveyor OL =ON PROPERTY LINE WOOD LANDING = 28 SQ.FT. 3� 05 =OUTDOOR SHOWER11,11100 PRF =POST&RAIL FENCE TOTAL= 1,705 SQ.FT.=16.1% SITE DATA golmgausoaalas E, ) RCF =REBAR&CAP FOUND AREA = 11,007 SQ. FT. RO =ROOF OVER WMR = WATER METER =LIGHT POLE * VERTICAL DATUM =NAVD(1988) • =END OF DIRECTION/DISTANCE *SEE FLOOD INSURANCE RATE MAP PANEL NO.36103CO166 H LAST DATED S =WETLAND FLAG SEPT,25,2009. / sleaddV jo pieog 6uiuoZ / a� �zoz T and TIE LINE ALONG APPROX. \ / HIGH WATER MARK O�g/� r90 a� � n �67/�IC7�,JpH 560020'06"E RFy YCMF 6• 5.62 �R \ ,�QP \\ m N35058'03"E \ \ 3.02' \ a TIDAL WETLANDS \ BOUNDARY,AS lll_ \ DELINEATED BY oR� \ EN-CONSULTANTS, n0 Oil 04/09/2024 QS, 2.71©- S e CO'' F 61°Sts, ENGINEER'S CERTIFICATION \ FRAME S4,',� Q' gmmgaesorintes \ SHED o6 2.94 I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL N \ SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER.MY C { e� / 68 DIRECTION.BASED UPON A CAREFUL AND THOROUGH STWY�0717HESOIL, \\ �� ( DI +s 21 z.sz 8$� o� SITE AND GROUNDWATER CONDITIONS,ALL FACILI ES,YAS PROPOSED, CONFORM TO THE SUFFOLK COUNTY DEPARTMENT IEACTH-SERVICES' ;� ko c, \o• 5 L CONSTRUCTION STANDARDS IN EFFECT AS OF 5 6dTE: • O F TIE LINE ALONG APPROX. 6 ,2.31 O �� m 4.08 O .� / ^lC I7 L i \ \ OC O DW s sr°Rq�F / +3.24 ` 9 HIGH WATER MARK APPROXIMATE �� / �' ( - 'r _ r" s \ LOCATION OF ° V, c M .94 y 60° !"w l \ EXISTING hQ •0 2.69 O' \� CO \ a� 0 „ TIDAL WETLANDS BOUNDARY ALONG SEAWARD 71 o \ SANITARY titi' ro FLAGPOLE BO g�� FACE OF CONC.BULI:HEAD,AS DETERMINED BY HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n �',• \ \ SYSTEM m v 5.08 I 1 CktiFq EN-CONSULTANTS, THOMAS C.WOLPERT,N.Y.S.P.E.N0.61483 �� 5.29�. GFL lfi° `Y• ,� 0 � \ \\ 08 PRa o rg1, aF�kO >9, oft, DOUGLAS E.ADAMS,N.Y.5.P.E.NO.80897 ` �---•-- 04 Cie \ P��AJ DI o 14 e r ho�SoRy ��' "�o°° trM °°a� SURVEYOR'S CERTIFICATION -.. \ \ C) h Ay q° F4G Pq Ip (('AVFA FMO0 l RCF \ gon9assoriats p ,! \ 4f1 Cic Pay 9RyyF ' �oN q *WE HEREBY CERTIFY TO S EA N M C C OYD �� T THIS SURVEY,/A °e� s.eo cIc 6.20 r� GF ti +3.57 It", PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEY \ \ ° 6.54 Ir.�, fjO 6.43 .4 447 , ADOPTED BY THE NEW YORK STATE ASSOCIATIO OF,PROFESSIONAL'tAN6 N r \ ss7 / DI s.7s 6.17 ;� Dw Off` \ SURVEYORS. �'O'.} , ;(.1,p{ 6.25 t� 6.81+ 6.19 5.24�. N OxN�� \ V6 6.60 6.21 DW <\\\ ^"• \ \ ,c `,S CMF \\ PRF r HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 �61° 'yFo�F °jy > '. 671, DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 922�0 9� \�\, 9�i X. \� y 6.45 F �C>1 O `6� SURVEY FOR CMF \ \441 W � ZF DL� �O aJ \\ +6.66 n 10 ��R TNT"a� h � SEAN McCOYD 61 b- GT p� s NIA / /� .\ �\w Rotk° -\O; a('P at Laughing Waters, Town of Southold Q �' Suffolk County New York TEST HOLE ,' �o� RCF �o o o� 5.84 BY McDATE L03 2i/2 z4 CE5 +6.49 BUILDING PERMIT SURVEY N / r^ a' DARK BROWN LOAM \ \ County Tax Map District 1000 Section 87 Block 03 Lot 66.4 o (OL) IPF \\ 1.0' / / FIELD SURVEY COMPLETED MAY 08,2024 a BROWN SILTY O ' / \ \ MAP PREPARED MAY 09,2024 SAND / / CMF / \ GWEL=1.2 4.2� Record of Revisions (SM) WATER IN / \ REVISION DATE BROWN SILTY SAND (� (SM) / "lle-) \ m WATER IN PALE a 0 BROWN FINE / SAND / \ 20 0 10 20 40 60 9 15.0' Scale: 1" = 20 a HIGHEST EXPECTED GROUND WATER EL=1.2 JOB NO. 2024-0058 DWG.2024_0058_bp 1 OF 1