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HomeMy WebLinkAbout7995 i 55 a-ten C,-f- Cz%-t-dh oaV- Ir"t q,1.5 &--,nsfiv,(-t new skrv,3le- etwet 1 rL,3 014 IWk YX 1 l Sec I siq t S *aCL el v ;ss Owner: Casarona Joseph C Trt File#: 7995 . Address: 55 Glen Ct Code: 18RL Agent Info En Consultants 1319 North Sea Road Southampton, NY 11968 C) Phone: 631-283-6360 JFax: Email: rherrmann@enconsultants.com CS _P� :I BOARD MEMBERS ��OF so yo Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l0 53095 Main Road• P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. Office Location: Nicholas Planamento • ,O� Town Annex/First Floor Margaret Steinbugler C�U 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov RECEIVED d- ZONING BOARD OF APPEALS APR 2 2 2025 TOWN OF SOUTHOLD Tel. (631) 765-1809 9w- kno�.�� Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF APRIL 17, 2025 ZBA FILE: 7995 NAME OF APPLICANT: The Joseph Charles Casarona Trust PROPERTY LOCATION: 55 Glen Court, Cutchogue SCTM No. 1000-83-1-36.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 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 January 14,2025,stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. The agency commented that no stormwater runoff resulting from the proposed development and site improvements should be discharged into the adjoining body of water. 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 March 27, 2025. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. 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. I.The structure within this area should be minimized due to repetitive loss from storm damage, including hurricane winds. 2.It is recommended that the Board consider the existing home sizes in the neighborhood and the request for an addition of 547.25 square feet of floor area,which exceeds the allowed amount under the town code. By granting only the setback variances and not authorizing any increase in square footage beyond what is permitted under the applicable provisions of the Town Code,the Board may reasonably determine that the proposed project is CONSISTENT with the Local Waterfront Revitalization Program(LWRP),in accordance with all relevant statutory and regulatory requirements. ` Page 2,April 17,2025 #7995,Casarona SCTM No. 1000-83-1-36.1 PROPERTY FACTS/DESCRIPTION: The subject property is an undeveloped, non-conforming parcel encompassing approximately 25,308.36 square feet, of which 18,382 square feet are considered buildable under current zoning regulations. Situated within the R-40 Zoning District, the parcel lies at the terminus of Glen Court. From this point, the property extends approximately 100.00 feet westward, then turns northwest for 255.51 feet toward the shoreline of Long Island Sound. It continues along the waterfront for about 100.00 feet in a northeasterly direction, before returning southeast for another 255.51 feet back toward Glen Court. The site remains unimproved, with the sole existing feature being a wooden bulkhead located at the base of the bluff overlooking Long Island Sound. BASIS OF APPLICATION: Request for Variances from Article XXII,Section 280-116A(1);Article XXIII, Section 280-124;Article XXXVI,Section 280-207A(b);and the Building Inspector's October 15,2024,Amended November 14, 2024,Notice of Disapproval based on an application for a permit to construct a new single family dwelling and an accessory in-ground swimming pool; at 1) less than the code required minimum front yard setback of 40 feet; 2) located less than the code required 100 feet from the top of the bluff; 3) gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area; located at: 55 Glen Court, (Adj. to the Long Island Sound)Cutchogue. SCTM No. 1000-83-1-36.1. RELIEF REQUESTED: The applicant requests variances for the following: 1. Reduce the front yard setback to 25 feet where a minimum of 40 feet is allowed. 2. The gross floor area proposed is 3,695 sq.ft.where a maximum of 3,147.75 sq.ft. is allowed, exceeding the allowable gross floor area by 547.25 sq. ft. 3. The pool is setback 82 feet from the top of the bluff where a minimum setback of 100 feet is required. ADDITIONAL INFORMATION: During the public hearing, the applicant's representative provided testimony regarding prior variance relief granted within the immediate neighborhood and zoning district. The referenced applications all involved requests for setback variances. The applicant's agent additionally submitted information regarding the Gross Floor Area (GFA) variance request. The Code permits averaging for GFA but does not authorize the Board to grant variances in excess of that average. The applicant provided aerial views of the neighboring house to the west and south as a comparison to use for averaging. The west parcel is in a different zoning district and is accessed by a different neighborhood. The applicant submitted GFA for houses to the east, but not the direct neighboring parcels. The applicant testified he was unable to obtain records for the older, smaller homes in an attempt to calculate averaging and submits they would pull the average down.Applicant additionally requested the Board not consider double height counting,however,the current law counts double height. Applicant further argued the potential for neighboring properties in the RA-80 and R40 Zoning Districts to build larger houses `by right' based on the GFA formula, the subject parcel also has parameters of the size of house that conforms to the Code. The applicant requests the Board consider the spirit and intent of the law instead of the plain language of the Code. The Board offered guidance about how to obtain GFA averaging but guidance was rejected by applicant stating that guidance was not in the Code and thus not required to be considered. The Board does not find applicants comparable priors acceptable for averaging and thus the Board cannot consider them. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 3,2025, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: Page 3,April 17,2025 #7995, Casarona SCTM No. 1000-83-1-36.1 1. Town Law 4267-b(3)(b)(1). Grant of the requested relief for the front yard setback and the pool setback from the top of the bluff will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject property is approximately the same size as adjacent lots in the R-40 zoning district to the east,which is comprised of mostly 2-story residences. Additionally, several homes in the vicinity have received setback variances that exceed what is currently being proposed by the applicant. The requested front yard setback and the setback for the pool from the bluff are consistent with the established character of the neighborhood and, as such, would not appear out of place. However, the variance request for Gross Floor Area cannot be supported, as the proposed size exceeds the permitted GFA and applicant's attempt at averaging in the immediate area is not supported. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant for the front yard and buff setback cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The subject parcel is located at the end of Glen Court and access is currently blocked with shrubs that are proposed to be removed to provide driveway access. The parcel's front yard is adjacent to a residentially developed property and the rear yard is adjacent to LI Sound. Both side yards are perpendicular to Glen Court. This unusual configuration creates a situation where any placement of a dwelling on the parcel will require variance relief of some kind. The proposed dwelling has a conforming bluff setback,which creates the need for a front yard setback variance and the placement of the small 10 ft. by 25 ft. plunge pool is the farthest setback possible from the bluff and is also in keeping with similar relief sought by neighboring properties. The benefit sought by the applicant for the excessive Gross Floor Area can be achieved by some method feasible for the applicant to pursue, other than an area variance, because this new home can be re-designed to conform to the code permitted GFA by eliminating the proposed double height ceiling living area or reconfiguration to address the excess 500 square feet. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial: 1. The front yard setback represents a 38 %relief from the code. 2. The top of the bluff setback represents an 18%relief from the code. 3. The variance denied for the Gross Floor Area increase represents 17%relief from the code. However, the proposed front yard setback of the dwelling and the bluff setback for the proposed pool is consistent with other variance relief granted in the subject neighborhood. The GFA variance cannot be granted since GFA averaging in the immediate neighborhood cannot be clearly ascertained by the Board of Appeals based on the information submitted, and the Board is prohibited by Town Code from granting more than the GFA average. 4. Town Law 4267-b(3)(b)(4).No evidence has been submitted to suggest that a setback 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 the conditions of this Board. In addition,the applicant proposes a 25 foot wide vegetated non-turf buffer landward of the top of the bluff. The GFA variance,permitting a home to be larger than permitted, does suggest an adverse impact. 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. The applicant also proposed a new residence on this vacant property in one of the few locations where it could be placed with the least amount of variance relief. 6. Town Law 4267-b. Grant of the noncofrorming front yard and top of the bluff setbacks is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new residence with nonconforming front yard and top of the bluff setbacks while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. Page 4,April 17,2025 #7995, Casarona SCTM No. 1000-83-1-36.1 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Lehnert,seconded by Member Planamento,and duly carried, to GRANT AS APPLIED FOR: 1. The front yard setback variance of 25 feet. 2. The top of the bluff setback of 82 feet for the accessory swimming pool. DENY as applied for the excessive Gross Floor Area variance. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Before applying for a building permit,the applicant shall submit two signed and sealed Architectural Plans depicting the code conforming Gross Floor Area. 2. The installation of a septic system on the subject property approved by the Suffolk County Department of Health Services. 3. Pool pump equipment/mechanicals shall be located a minimum of 20 feet from any property line or be contained in a shed type of enclosure with a lot line set back that is in conformance with the bulk schedule for accessory structures. 4. Drywell for pool de-watering shall be installed. Before applying for a building permit,the applicant or agent must submit to the Board of Appeals for approval and filing,two sets of the final dated,signed and sealed architectural drawings depicting,and.with a recalculation, of the code conforming Gross Floor Area. The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this procedure may result in the delay or denial of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the decree of nonconformity, Provided de minimis relief is requested within one year of the date of this decision. Any time after one year, the Board may require a new application. IMPORTANT LIMITS ON THE APPROVAL(S)GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the reliefgranted herein, will result in delays and/or apossible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order,and may require a new application andpublic hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above,such as alterations,extensions,demolitions,or demolitions exceeding the scope of the reliefgranted herein,are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subjectproperty that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. Page 5,April 17,2025 #7995, Casarona SCTM No. 1000-83-1-36.1 TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3) years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to,exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals. Vote of the Board: Ayes: Members Weisman(Chairperson),Planamento,Lehnert and Steinbugler.(4-0)(Member Acampora Absent) r Leslie Kanes Weisman Chairperson Approved for filing /�_/ /2025 Fuentes, Kim From: Fuentes, Kim Sent: Wednesday,January 21, 2026 11:09 AM To: 'Robert Herrmann' Cc: Sakarellos, Elizabeth;Westermann, Donna Subject: ZBA-#7995 Casarona Hi Rob, Pursuant to the Board's determination of April 2025, we are waiting for a revised site plan,. Please let us know if your client will be moving forward with an amended plan. Thank you. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission Town of Southold 631-765-1809 kim a southoldtownny.gov Location: 54375 Main Road Mail:P.O. Box 1179 Southold, ATY 11971 UV20RTANT: All surveyslsite plans and architecturallengineered plans submitted to this office shall be dated, signed and sealed. We will only accept revised surveyslsite plans and engineeredlarchitectural plans that indicate a revision date, and are signed and sealed by the design professional. 1 Fuentes, Kim From: Robert Herrmann <rerrmann@enconsultants.com> Sent: Tuesday, March 24, 2026 10:44 AM To: Fuentes, Kim Cc: Sakarellos, Elizabeth;Westermann, Donna Subject: RE:ZBA -#7995 Casarona Hi Kim, Apologies for the delayed reply to your inquiry. As I am not currently representing Mr.Casarona,I cannot officially answer your question,but based on my last communications with him,I was left with the impression that after the ZBA denied the GFA relief required for the first floor high ceiling,he had no immediate intention to submit revised architectural plans showing a lower ceiling. However,I know that we all remain hopeful that the Town Board will eliminate the requirement to double-count high ceilings as additional GFA so that the variance could be issued without the need for revised plans. Therefore,I would not withdraw the application or abandon the conditional approval. Best, Rob From: Fuentes, Kim [ma i Ito:kim.fuentes@town.southold.ny.us] Sent:Wednesday,January 21, 2026 11:09 AM To: Robert Herrmann<rerrmann@enconsultants.com> Cc:Sakarellos, Elizabeth <elizabeth.sakarellos@town.southold.ny.us>; Westermann, Donna <donnaw@town.southold.ny.us> Subject:ZBA-#7995 Casarona Hi Rob, Pursuant to the Board's determination of April 2025, we are waiting for a revised site plan,. Please let us know if your client will be moving forward with an amended plan. Thank you. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission Town of Southold 631-765-1809 kim&southoldtownny.gov Location: 54375 Main Road Mail:P.0. Box 1179 Southold, NY 11971 IWORTANT: All surveys/site plans and architectural/engineered plans submitted to this office shall be dated, signed and sealed. We will only accept revised surveys/site plans and engineered/architectural plans that indicate a revision date, and are signed and sealed by the design professional. 2 v COUNTY OF SUFFOLK 5 EDWARD P.ROMAINE AP/1 SUFFOLK COUNTY EXECUTIVE I I�// V6er� {{{���"'/,,, DEPARTMENT OF ECONOMIC DEVELOPMENT AND PLANNING SARAH LANSDALE I' COMMISSIONER ELISA PICCA CHIEF DEPUTY COMMISSIONER Received January 14, 2025 JAN 1 2025 Town of Southold Zoning Board of Appeals Zoning Board of Appeals 53095 Main Road P.O. Box 1179 Southold,NY 11971-0959 Attn: Leslie Weisman Dear Ms. Weisman: Pursuant to the requirements of Sections A 14-14 thru A 14-25 of the Suffolk County Administrative Code, the following application submitted to the Suffolk County Planning Commission is to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal File Number Joseph Charles Casarona Trust * #7995 Hasday 2023 Family Trust * #7997 *Comment: No stormwater runoff resulting from the proposed development and site improvements should be discharged into the adjoining body of water. Very truly yours, �"X&11 CF�� By Christine DeSalvo Joseph E. Sanzano,Planning Director JES/cd Division of Planning&Environment H.LEE DENNISON BLDG■ 100 VETERANS MEMORIAL HWY,2nd FI 0 P.O.BOX 6100 ■HAUPPAUGE,NY 11788-0099■ (631)853-5191 Ft +- iA rn . ,�^,/ �n�r► s soFsor= MAILING ADDRESS: —_il YIW�-►OFFICE LOCATION: Town Hall Annex P.O.Box 1179 54375 State Route 25 `' ' i Southold,NY 11971 i (cor. Main Rd. &Youngs Ave.) Q i Southold, NY 11971 Telephone:631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD I:I Received To: Leslie Weisman, Chair Members of the Zoning Board of Appeals MAR 2 7 2025 From: Mark Terry, Assistant Town Planning Director Zoning Board of Appeals LWRP Coordinator Date March 27,2025 Re: LWRP Coastal Consistency Review for ZBA File Ref JOSEPH CHARLES CASARONA TRUST #7995 SCTM# 1000-83-1-36.1. JOSEPH CHARLES CASARONA TRUST#7995 -Request for Variances from Article XXII, Section 280- 116A(1);Article XXIII, Section 280-124;Article XXXVI, Section 280-207A(b); and the Building Inspector's October 15,2024,Amended November 14,2024,Notice of Disapproval based on an application for a permit to construct a new single family dwelling and an accessory in-ground swimming pool; at 1)less than the code required minimum front yard setback of 40 feet; 2)located less than the code required 100 feet from the top of the bluff; 3) gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area; located at: 55 Glen Court,(Adj.to the Long Island Sound) Cutchogue. SCTM No. 1000-83-1-36.1. 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 action is INCONSISTENT with the below listed Policy Standard and therefore is INCONSISTENT with LWRP. Policy]. 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. 1. The structure within this area should be minimized due to repetitive loss from storm damage, including hurricane winds. 2. It is recommended that the board consider the existing home sizes in the neighborhood and the request for an addition of 547.25 square feet of floor area,which exceeds the allowed amount under the Town Code. Pursuant to Chapter 268,the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Paul DeChance,Town Attorney TOWN OF SOUTHOLD BUILDING DEPARTMENT ReceivedSOUTHOLD,N.Y. R NOTICE OF DISAPPROVAL DEC 112024 DATE:Auq&fh�0���r5024 Appeals RENEWED: Octo er AMENDED: October 15,2024 AMENDED: November 14,2024 TO: Robert E.Herrmann(Casarona) 1319 North Sea Road Southampton,NY 11968 Please take natice that your application dated January 17,2024: For permit:to construct a new single-family dwelling and an accessory in-ground swimming pool at: Location of property:55 Glen Court,Cutchogue,NY County Tax Map No. 1000—Section 83 Block 1 Lot 36.1 Is returned herewith and disapproved on the following grounds: The proposed single-family dwelling,on this nonconforming 25,308.36 sq.ft. lotk-l�8— 82 sq-ft'b`uildable i land)in the R-40 District,is not permitted pursuant to Article XXIII Section 280-124 which states lots measuring 20,000-39,999 square feet in total size require a front yard setback of 40 feet The-proposed front yard setback is 25 feet. P1U Additionally,the proposed construction is not permitted pursuant to Article XXXVI Section 280-207A(b), which states;"the gross floor area shall not exceed the permitted square footage calculated as follows:Lots ',Y containing up to 20,000 square feet of lot area:2,100 square feet maximum plus 12.5%of the lot area in excess of 10,000 sq.ft. up to a total of 3,350 sq. ft.maximum." The.-permitted gross floor area is 3,147.75 sq.ft. The proposed gross floor area is 3,695 sq.ft. '°r `% Lastly,the proposed accessory swimming pool is not permitted pursuant to Article XXII Section 280- 1.16A(1),which states;"All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff. The pool is located at 82 feet from the top of bluff. The Notice of Disapproval has been amended to reflect the requested change by the applicant. a - Authorize rSigna re 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 _ BUILDING DEPARTMENT u SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 6,2024 RENEWED: October 15,2024 AMENDED: October 15,2024 TO: Robert E. Herrmann(Casarona) 1319 North Sea Road Southampton,NY 11968 Please take notice that your application dated January 17,2024: For permit:to construct a new single-family dwelling and an accessory in-ground swimming pool at: Location of property: 55 Glen Court, Cutcho ug e,NY County Tax Map No. 1000—Section 83 Block 1 Lot 36.1 Is returned herewith and disapproved on the following grounds: The proposed single-family dwelling,on this nonconforming 25,308.36-sq. ft. lot(18,382 sq. ft. buildable land)in the R-40 District,is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring 20 000-39 999 square fe 'n total size require a front yard setback of 40 feet. The proposed front yard setback is 25 feet. V Lastly,the proposed accessory swimming pool is not permitted pursuant to Article XXII Section 280-116A(1),which states; "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not few-er than 100 feet from the top of such bluff. The pool is located at 82 feet from the to of bluff. � The Notice of Disapproval has been amended to reflect the revised plans received on 101912024. 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. 't TOWN OF SOUTHOLD ' BUILDING DEPARTMENT SOUTHOLD,N.Y. N r NOTICE OF DISAPPROVAL DATE:August 6,2024 TO: Robert E.Herrmann(Casarona) 1319 North Sea Road Southampton,NY 11968 Please take notice that your application dated January 17,2024: For permit:to construct a new single-family dwelling'and an accessory in-ground swimming pool at: Location of property: 55 Glen Court,Cutcho u County Tax Map No. 1000—Section 83 Block 1 Lot 36.1 Is returned herewith and disapproved on the following grounds: The proposed single-family dwelling on this nonconforming 25 308 36 sq ft. lot 18 382 sq ft buildable land) in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states lots measuring 20,000-39,999 square feet in total size require a front yard setback of 40 feet. The proposed front yard setback is 25 feet:" Additionally, proposed construction is not permitted pursuant to Article XXXVI Section 280- 207A(b) which states; "the gross floor area shall not exceed the permitted square footage calculated as follows: Lots containing up to 20,000 square feet of lot area: 2,100 square feet maximum plus 12.5% of the lot area in excess of 10,000 sq ft up to a total of 3,350 sq ft. maximum" The-permitted gross floor area is 3,147.75 sq. ft. The proposed gross floor area is Lastly,the proposed accessory swimming pool is not permitted pursuant to Article XXII Section 280-116A(1),which states;"All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back riot fewer than 100 feet from the top of such bluff. The pool is located at 82 feet from the top of bluff. Authorized E i ure 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. - - Received APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALMEC 17 2024 AREA VARIANCE House No. 55 Street Glen Court Hamlet Cutchogue Zoning Board of Appeals SCTM 1000 Section: 83 Block: 1 Lot(s) 36.1 Lot Size: 25,293 sf Zone R-40 I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 11/14/24 BASED ON SURVEY/SITE PLAN DATED 3/15/24 Owner(s): The Joseph Charles Casarona Trust Mailing Address: Joseph Casarona, Trustee, PO Box 1149, Cutchogue, NY 11935 Telephone: 347-888-7844 Fax: Email:Casarona@mac.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), M Authorized Representative, ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 3/15/24 and DENIED AN APPLICATION DATED 1/17/24 FOR: (A 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•xxlll /xxxvl /xxll Section: 280/280/280 Subsection: 124(B)/207(A)/ 116(A) Type of Appeal. An Appeal is made for: (A 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( )has, (\6 has not been made at any time with respect to this property, UNDER Appeal No(s). Year(s). (Please be sure to research before completing this question or call our office for assistance) Page 2, Area Variance Application Received Revised 6/2023 DEC 17 2024 REASONS FOR APPEAL Zoning Board of appeals (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 {%A No Why: See attached addendum. • Are there any Covenants or Restrictions concerning this land? L4 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 COMP NCE 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 10th day Coastal Management Specialist of D c ber 12024 KIM H. STEPHENS Notary Public-State of New York Notary Pubhc No.01ST5015931 Qualified in Suffolk County My Commission Expires August 02,20_ THE JOSEPH CHARLES CASARONA TRUST Received �,6 55 GLEN COURT �� CUTCHOGUE,NY DEC 17 2024 SCTM#1000-83-1-36.1 Zoning Board of Appeals 1. The subject property, originally created as Lot 1 of the Map of Birch Hills, a 1967 Town-approved subdivision,is the westernmost of 10 preexisting undersized,residentially developable parcels fronting Long Island Sound and its associated steeply sloped bluffs on the north side of Glen Court, all of which were created in the late 1960s by the subdivision Maps of Birch Hills or Vista Bluff. All of the parcels that are developed contain structures that were constructed, reconstructed, or in some way altered prior to one or more current zoning regulations and/or pursuant to variance relief granted by the Zoning Board of Appeals. As a result,each is characterized by structures located nonconforming distances from the top of bluff and/or front lot line that are similar to those proposed by the applicant. For example, prior to adoption of the required bluff setback, the Board in 1976 granted relief necessary to construct a new dwelling at 255 Glen Court (2 parcels to the east) with a 25-foot front yard setback (Case 2134); and in 1979 granted relief necessary to construct a new dwelling with a 15-foot front yard setback (Case 2644) at 995 Glen Court (9 parcels to the east), where a 20-foot front yard setback was subsequently granted for as-built alterations in 2008 (Case 6166). More recently,the Board in 2015 granted relief at 445 Glen Court(4 parcels to the east) necessary to construct anew dwelling with a 25-foot front yard setback and a swimming pool with a 50-foot bluff setback(Case 6865). The proposed dwelling's 25-ft setback from the front lot line is thus equal to,or greater than, the setbacks approved by the Board in all three cases. The dwelling would also be the first on Glen Court to meet the 100-foot bluff setback. The small 250 sf"plunge pool" type swimming pool is smaller in area than that approved in Case 6865, and its 82-ft setback from the bluff]is significantly greater than the 50-ft pool setback approved in that case. There are also larger swimming pools situated between the top of bluff and homes on the two adjacent parcels to the west. The pool located immediately to the west, which was constructed pursuant to bluff setback relief granted in 2001 (Case 4990), appears to be positioned approximately the same distance from the bluff as the proposed. When considering potential impacts of the setback relief on nearby properties, it must be noted that in addition to its commonality with the soundfront parcels to the east, the subject parcel is unique in its size and relationship to Glen Court. Specifically,the parcel is not positioned entirely to the north of the roadway but to the west of its westerly terminus because in 1997 the Town Planning Board approved the merger of the most westerly 100 feet of Glen Court with the subject parcel, thus increasing the parcel's depth by 50 feet and its buildable area by 5,000 square feet. Therefore,with respect to its front yard setback,the dwelling would not be positioned 25 feet from the publicly traveled roadway, as is the case with the above referenced variance determinations,but from the property line shared with the developed residential parcel to the south. And the dwelling on that property is located more than 70 feet from the same property line and owned under single and separate title but also by the applicant's family. As noted above, the proposed swimming pool would be located roughly in line with the adjacent pool to the west; and the adjacent property to the east is vacant. Robe . Herrmann Sworn to before me this I Oth day of December,2024 of 42- p— ic KIM H. STEPHENS yNotary Public-State of New York No.01 ST5015931 Page 1 Qualified in Suffolk County My Commission Expires August 02,20 25 Received When considering the request for 3,695 sf GFA, 547 sf more than allowed by the parcel's buildable land area, the project architect considered the 5 nearest soundfront parcels on Glen Court to tQE&sJa$c2N4 two larger adjacent soundfront parcels on Oregon Road to the west,which are the only developed parcels within a third of a mile in that direction. The subject parcel's having a buildable land areaZbnftdB®1aed aodopaAmc in size than those on Glen Court and its location to the west of Glen Court make it fairly and reasonably comparable to those larger parcels as well. Due to the recent adoption of the GFA limitation, there are no prior applications for GFA relief in the surrounding neighborhood, but using old and limited Town records, he found that 3 of the 5 nearest developed parcels to the east(255, 545 and 795 Glen Court),which have no variance history and no recent building permit history for living space renovations, are characterized by older homes having minimal GFA's below what would be permitted by their buildable land areas. Using more recent building permit records, however, he also determined that the other two closest developed parcels to the east are characterized by a renovated home with 3,985 sf GFA (645 Glen Court) and a reconstructed home with 3,520 sf GFA (445 Glen Court). And of the two dwellings to the west, both of which appear to have been constructed in 2001,the one immediately adjacent to the applicant(8869 Oregon Road)has 4,716 sf GFA; and the one located two parcels to the west(8871 Oregon Road)has 3,263 sf GFA. Therefore,when considering the 4 most recently constructed or renovated soundfront homes within 650 feet of the applicant's parcel in both directions, two have GFA greater than the proposed, and together the four have an average GFA of 3,871 sf,also more than the proposed. And with a buildable land area unconstrained by a bluff,the contiguous parcel to the south (705 Birch Lane) allows for 4,830 sf GFA. In relation to potential impacts of the GFA relief on nearby properties, the finished first floor elevation is designed to be ADA-complaint to accommodate the applicant's physical disability, thus creating a finished grade consistent with the adjacent properties to the east; and the dwelling has been architecturally designed and sited to minimize its visibility from the ends of Glen Court and Birch Lane. Additionally, the adjacent homes to the west and south are both positioned at higher elevations and would thus look downward toward the proposed dwelling. It is also critical to consider that the combined 3,147 sf of in-fact 1st and 2nd floor area is compliant with the property's maximum allowable GFA of 3,148 sf, as the"excess GFA" is created solely by the 548 sf first floor living area having a 22-foot ceiling height,which by code is counted twice by the GFA calculation because the ceiling height exceeds 15 feet. As the structure's 25-foot height is compliant with the code's maximum height and sky plane restrictions,however,no one looking at the house from a surrounding property or roadway would be aware of, or being adversely impacted by,the "excess" 7 feet of interior ceiling height. Given these considerations and conditions,neither the granting of the requested GFA relief pursuant to§280- 207(A)(1)nor the granting of the setback relief requested for the dwelling from the front lot line pursuant to §280-124(B)and swimming pool from the top of bluff pursuant to §280-116(A)(1)will cause an undesirable change to the character of the neighborhood or detriment to nearby properties. --k— _1_ - R8116rt E. Herrmann Sworn to before me this 10 ' day of December, 2024 'r,�otaryPublic KIM H. STEPHENS Notary Public-State of New York No.01 ST5015931 Qualified in Suffolk County Page 2 My Commission Expires August 02,20A5 eceived 2. The benefit sought by the applicant is the construction of an ADA-compliant dwelling wi h a Q�� m architectural style capable of satisfying specific functional, aesthetic and health-relatedgUdl, tHr an accessory swimming pool in the rear yard. In order to maximize the use of the property, the applicant was planning ahead as long as 26 years ago when he merged the former 5,000 sf area of aieg O®0iv-,O tli,W d1 subject parcel, which increased the lot's landward depth from the bluff and its buildable land area, thus enabling the site to be developed with a bluff setback-compliant dwelling and a swimming pool within the 20-percent lot coverage limitation (15.6%). Nevertheless,the presence of the bluff still reduces both the lot depth of the buildable area and the area of buildable land, together creating a difficulty for all proposed construction to comply both with the minimum required bluff and front yard setbacks and the maximum allowable GFA, which is derived not from the total lot area of 25,308 sf but from the buildable land area of 18,383 sf. Specifically, though the majority of the dwelling meets the 40-foot front yard setback, the need for the attached garage entrance to face the roadway and associated driveway to the east unavoidably requires the attached garage to extend farther south than the rest of the house and partially within the required front yard setback. And while the dwelling meets the 100-ft bluff setback,a rear yard pool must be located within the bluff setback, and as there is practicable or code-compliant alternative location for the pool on any other side of the dwelling. With respect to the GFA relief, not only did the purchase of the property and its subsequent merger with the end of Glen Court occur decades prior to the Town's adoption of a GFA limitation,the design of the dwelling had commenced prior to adoption of the new code and thus had to be evaluated and modified as needed. As a result, the dwelling complies with the newly defined maximum height and sky plane limitations, and as noted above,the combined 3,147 sf of the in-fact 1 st and 2nd floors meets the property's maximum allowable GFA of 3,148 sf based on its 18,383 sf buildable land area. However, an "excess" GFA of 548 sf remains due to the 22-foot—rather than 15-foot—ceiling height above the first floor living area, as the code requires that open air space to be counted in the GFA calculation as if it were a second floor. The applicant considered the alternative of lowering the ceiling height to avoid the variance, going so far as paying the architect to redesign the house accordingly. However, it was for many reasons determined with respect to the overall design scheme that the double-height ceiling is not only integral to the home's modern design and geometric aesthetic, but invaluable to its potential function, use and enjoyment by the applicant. As explained by the architect, reducing the ceiling height to 15 feet disrupts the cohesive visual flow of the interior and diminishes the open air quality that is a hallmark of the design. The additional 7 feet of ceiling height provides an essential visual connection to the second-floor circulation areas, which enhances the overall living experience by creating a sense of openness and continuity, and creates a seamless connection to the proposed rooftop deck and its expansive views of Long Island Sound. As the applicant's physical disability will largely limit his own living experience to the first floor, this open space continuum provides him with the ability to enjoy the associated vistas that would be disrupted or eliminated by a physical second floor. The additional height would also maximize natural light penetration, which is considered critical to the applicant's health. Holistic doctors who have helped the applicant's long-term recovery from a catastrophic bert E. Herrmann Sworn to before me this l Od' day of December, 2024 otary ublic KIM H. STEPHENS Notary Public-State of New York No.01 ST5015931 Qualified in Suffolk county �r Page 3 My commission Expires August 02,20— Received accident suggest that increased exposure to natural sunlight supports overall wellbeing and can help mitigate specific medical concerns. Therefore,the applicant has concluded that the only means by Mca tZ 009kve the benefits provided by the home's architectural design is to seek the relief necessary to maintain the greater ceiling height over the 548 sf portion of the first floor. Zoning Board of Appeals 3. The requested 18% bluff setback relief for the proposed swimming pool is not mathematically substantial, and the proposed 82-foot bluff setback is not substantial in fact relative to the locations of the two nearest swimming pools on the adjacent property to the west and 4 parcels to the east, both constructed pursuant to bluff setback relief and located roughly as close or closer to the top of bluff. The requested 37.5% front yard setback relief for the proposed dwelling is mathematically substantial but not substantial in fact when considering 3 other soundfront dwellings along Glen Court were newly constructed with the same 25-foot distance from, or closer to, the front lot line pursuant to front yard setback relief, as detailed above in item 1. The 17%relief requested for the proposed 3,695 GFA is not mathematically substantial and not substantial in fact when considering 1) the 4,716 sf GFA of the existing dwelling on the adjacent home to the west (8869 Oregon Road); 2)the adjacent home to the south (705 Birch Lane) contains 2,850 sf GFA that could be increased to 4,830 sf based on its buildable land area; 3) the dwelling located 6 parcels to the east (645 Glen Court)contains 3,985 sf GFA; and 4)the most recently constructed dwelling on Glen Court, located 4 parcels to the east(445 Glen Court), which was built pursuant to other variance relief in 2015 (Case 6865), contains 3,520 sf GFA, only 175 sf less than the applicant's proposed GFA on a parcel with almost 8,000 fewer square feet of buildable land area than the applicant's. Again, due to the recentness of the code restriction, there are no prior applications for GFA relief in the surrounding neighborhood, but as an additional means of evaluating substantiality, the applicant's request may be compared with two GFA variances granted to waterfront properties having buildable land areas similarly constrained by bluffs and/or the Coastal Erosion Hazard Area, including one granting 46%relief for 966 sf excess GFA at 1200 Leeton Drive, Southold (Case 7809, October 2023), and one granting 34% relief for 720 sf excess GFA at 2440 Village Lane,Oient(Case 7918,July 2024),both notably more than the 17%relief requested by the applicant for 548 sf excess GFA. 4. The siting and sizing of the proposed construction and associated mitigation measures are designed to minimize and mitigate any potential environmental impacts of the site development and ensure there are no adverse effects on the physical or environmental conditions of the subject property or surrounding properties and neighborhood, as summarized below. a. The proposed dwelling will be well protected from potential flood and erosion damage, as it is located at a high elevation outside all designated flood zones; well landward of the Coastal Erosion Hazard Area; and a code-compliant distance of 100 feet from the top of bluff, which is presently well vegetated and stabilized at its toe by a bulkhead. Robert E. Herrmann Sworn to before me this 10' day of December, 2024 Notary Public KIM H. STEPHENS Page 4 Notary Public-State of New York No.01 ST5015931 Qualified in Suffolk County My Commission Expires August 02,20_027' ed b. The swimming pool,which is designed minimally as a 10' x 25', 250 sf"plung49o'I,1' iss located as close to the house as possible in a conforming rear yard and would be equipped S&Aater filtration system to avoid use of chemicals associated with a traditional, high-chl o �U treatment system. Zoning Board of Appeals c. The dwelling will be equipped with a low-nitrogen, I/A sanitary system located more than 140 feet from the bluff and more than 250 feet from the surface waters of Long Island Sound. Unlike conventional systems that are not designed or equipped to treat nutrients such as nitrogen, I/A systems are designed to significantly reduce nitrogen loading into the groundwater and ultimately surface waters. d. A 25-foot wide vegetated non-turf buffer is proposed to be established adjacent to the top of bluff in place of existing mowed lawn area,which will reduce existing lawn area; increase setbacks between maintained lawn and the naturally vegetated shoreline ecosystem; and serve as a sink and filter for stormwater runoff and potential contaminants contained therein, thus providing both water quality protection and erosion control benefits. e. To further minimize potential impacts from stormwater runoff, a proposed stormwater drainage system is designed to capture and recharge roof and surface runoff from the proposed dwelling,pool and patio. f. A temporary project limiting fence will be installed to contain site disturbance and potential surface runoff during construction. 5. As described in detail in item 2, the applicant has thoroughly explored design alternatives to avoid the need for relief, including that required from the GFA limitation adopted long after the applicant's purchase of the property. Although the Board may find that the difficulty is at least partially self-created,Chapter 62,Article 16, Section 267-b(3)(b)of the Consolidated Laws of New York sets forth that a self-created difficulty"shall not necessarily preclude the granting of an area variance." Ro ert E. Herrmann Sworn to before me this 10' day of December, 2024 yvv_ otary Public KIM H. STEPHENS Notary Public-State of New York No.01ST5015931 Qualified in Suffolk County My Commission Expires August 02,20, Page 5 Received Zoning Board of Appeals DEC 17 2024 APPLICANT'S PROJECT DESCRIPTION Zoning Board of Appeals APPLICANT: The Joseph Charles Casarona Trust SCTM No. 1000-83-1-36.1 1. For Demolition of Existing Building Areas Please describe areas being removed:N/A II.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: 60' x 62.3' (irregular, 2,231 sf) Dimensions of new second floor: 60' x 43' (irregular, 916 s Dimensions of floor above second level: N/A Height(from existing natural grade): 25' (max) Is basement or lowest floor area being constructed?If yes,please provide height(above ground)measured from natural existing grade to first floor: No basement proposed 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: N/A 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: N/A Proposed increase of building coverage: 2,870 sf Square footage of your lot: 25,293 sf total: 18,382 sf buildable land Percentage of coverage of your lot by building area(lot coverage) 15.6% Gross Floor Area(GFA)of single family dwelling including the attached garage and/or habitable detached accessory structure: (Please refer to Chapter 280, Section 280-207 of the Town Code): _3,695 sf For Residential lots, is project within the allowable SIV Plane?(Please refer to Chapter 280, Section 280-208 of the Town Code): Yes V.Purpose of New Construction: To construct an ADA-compliant dwelling with a modern architectural style capable of satisfying specific functional, aesthetic and health-related needs, with an accessory swimming nool in the rear yard. 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 presence of the steeply sloped bluff on the property reduces both the lot depth of the buildable area and the area of buildable land, together creating a difficulty for all proposed construction to comply both with the maximum allowable GFA and minimum required bluff and front yard setbacks. Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. e ive,'/,2023 " QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION DEC 17 2024 A. Is the subject premises currently listed on the real estate market forzMq-7g Board of Appeals 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: Town Wetlands Permit application to be filed upon receipt 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? No E. Are there any patios,concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? NO If any of the aforementioned items exist on your property, please show them on a site plan. F. Are there any construction projects currently in process on your property? NO If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe scope of work: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If none exist,please apply to the Building Department to obtain them or to obtain an Amended Notice of Disapproval. N/A H. Do you or any co-owner also own other land adjoining or close to this parcel? Yes If yes,please label the proximity of your lands on your survey and identify the Suffolk County Tax Map No. 1000-83-1-26 (under single and separate title) I. Please list present use or operations conducted at your property,and/or the proposed use Vacant-residential to be improved with single-family dweling and swimming pool. J. (examples:existing single family,proposed:same with garage,pool or other) December 10, 2024 Aut oriz ignature Date Robert E.Herrmann Coastal Management Specialist KIM H. STEPHENS Notary Public-State of New York No.01 ST5015931 Qualified in Suffolk County My Commission Expires August 02,20S� Received AGRICULTURAL DATA STATEMENT DEC 17 2024 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD .Zoning Board of Appeals 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: The Joseph Charles Casarona Trust 2. Address of Applicant: Charles Casarona, Trustee, PO Box 1149, Cutchogue, NY 11935 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) 1000-83-1-36.1 7. Is the parcel within 500 feet of a farm operation? {X} Yes { } No 8. Is this parcel actively farmed? {X} Yes { } 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. 1000-95-1-10; MS Garvey Thompson Trust, 350 Beal Street,Apt. 2323, Hingham, MA 02043 2 1000-95-1-11.4; North Fork Haven LLC, 25 Spruce Drive, Roslyn, NY 11576 3. 4. 5. 6. (Please use the bac this page if there are additional property owners) 12 10 / 2024 Signature of Applicant Robert E. 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. DEC 7 2024 .Zoning Board of APpeais THE JOSEPH CHARLES CASARONA TRUST 55 GLEN COURT CUTCHOGUE,NY SCTM#1000-83-1-36.1 Construct a 1 & 2-story single-family dwelling and attached garage with 3,695 sf GFA where a maximum of 3,148 sf is allowed, and a 25-foot front yard setback where a minimum of 40 feet is required; construct a 10' x 25' accessory swimming pool with an 82-ft setback where 100 feet is required; construct a 1,523 sf grade-level masonry patio; install I/A OWTS sanitary system and stormwater drainage system; and permanently establish a 25-foot vegetated non-turf buffer in place of existing lawn adjacent to top of bluff, all as depicted on the site plan prepared by JM2 Architecture, last dated November 19, 2024. 617.20 received Appendix B J Short Environmental Assessment Form DEC 17 2024 Instructions for Completing Zoning Board of WOO- Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: Casarona Trust Residence Project Location(describe,and attach a location map): 55 Glen Court,Cutchogue, SCTM #1000-83-1-36.1; located on west end of Glen Court, +/-42'west of Birch Lane (map provided). Brief Description of Proposed Action: Construct a 1 &2-story single-family dwelling and attached garage with 3,695 sf GFA where a maximum of 3,148 sf is allowed, and a 25-foot front yard setback where a minimum of 40 feet is required; construct a 10'x 25'accessory swimming pool with an 82-ft setback where 100 feet is required;construct a 1,523 sf grade-level masonry patio; install VA OWTS sanitary system and stormwater drainage system; and permanently establish a 25-foot vegetated non-turf buffer in place of existing lawn adjacent to top of bluff, all as depicted on the site plan prepared by JM2 Architecture, last dated November 19,2024. Name of Applicant or Sponsor: Telephone: 347-888-7844 The Joseph Charles Casarona Trust E-Mail: jasarona@mac.com Address: c/o Joseph C.Casarona, Trustee, PO Box 1149 City/PO: State: Zip Code: Cutchogue NY �11935 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: V 3.a.Total acreage of the site of the proposed action? 25,293 sf b.Total acreage to be physically disturbed? 15,824 sf c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 25,293 sf 4. Check all land uses that occur on,adjoining and near the proposed action. ❑ Urban ❑ Rural(non-agriculture) ❑ Industrial ❑Commercial N(Residential(suburban) ❑Forest ❑Agriculture VAquatic ❑ Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, Receive` NO YES N/A a.A permitted use under the zoning regulations? ✓ b.Consistent with the adopted comprehensive plan? DEC 17 202 6. Is the proposed action consistent with the predominant character of the existi2b�Q%BVfflalof Appeals 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: 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES J 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? 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: V 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: 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: 62rShoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional &f Wetland ❑Urban 9 Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 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 Received 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)? DEC 1 T 2024 If Yes,explain purpose and size: zoning Board o ppeal 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 I ORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Ro rt E. Herrmann December 10,2024 Applicant/sponsor na ana ement Specialist, En-Consultants Date: 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 Reeeived AA No,or Moderate small to large DEC 17 2024 impact impact may may Is 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) Page 4 of 4 37 38 39 511*�(ACa55 VIA 5upjJ CTt't?Omffy) Rede Duck Pond Pt �C� i t..a U DE 2 a incg rd f p Ic Vt ep `.uffdk Ccurrty Hagstrom Map 25 111 m -r__50001 �P I as J I /+ j FOs ! ON p OREGON � 9 J F 1193 IEW V 7 N G s z m � 5E m -A10.E G°a 1 Vp a I jrje) E I ° Fb I sal ! w < 84 1A N D `flA s EAS i TTITUCK 1 k.R• �cQ N] No LQN 1 (q 7� I F APIE Av CUTCHOGUE d FOR rr I�n 9D C U„ C H O ,U E �9 a° so �a�sti '£a-It, A O p / 1 RB°p R0 GIUD qL� A0 g '�i M�a �. VILE E tt V" Sy 2$ a►G Ea° ° �rEE ,ram>rs �. p p �ttgF ITUCK�m a i �E E.E gv�ON� d- ���u � O fi ��C�O U�'`�r}•RT")*w`r+�'`7� � s r �c al KRAUSR�g n x P1°"PL RD o v ff t�� 7� tk s` Cr XES n Y MATT/TUCK ' 1J a w .. .... .,.. �.__... _ N Q —� 1 P. Q yule a AIRPORT 9`• �Ps U CEN_ fER$r I C� O •'.wpt�rVi5D 1 p[NF• ¢ RC� Old Cove ' {((tE ri• CMIF MINEDLA PApKnn ff�� !AV a Eta �v� ��pJ [xr. I`11 oaoo � �° P. 0°5 YC. '� 1I ll�l A N Q V \ Marratooka Pi` W A���y�N0„ nor a `,.. `'" Xzmoc�en r M��AC 0 o 0 26 '1 P RK i Pt.; S°N O Q �r TUWN a �' "IJdnMn�sy 4 1 d NEW SUFFOLK 1 I i G R E A T P E C ® N d C 1 NOR TH RA CE Received AO DEC 17 2024 Zoning Board of Appeals Board of Zoning Appeals Application AUTHORIZATION (Where the Applicant is not the Owner) Joseph Charles Casarona, Trustee I, The Joseph Charles Casarona Trust residing at 55 Glen Ct., PO Box 1149 (Print property owner's name) (Mailing Address) Cutchogue, NY 11935 do hereby authorize (Agent) En-Consultants to apply for variance(s)on my behalf from the Southold Zoning Board of Appeals. i ""VOwne s ignature) (P ' t Owner's Name) Receivers APPLICANT/OWNER DEC 1 T 2024 TRANSACTIONAL DISCLOSURE FORM Zoning Board of Appeals 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• Joseph Casarona,Trustee,The Joseph Charles Casarona Trust (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance 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 Iff 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 applicauttagent/representative)and the town officer or employee. Either check the appropriate line A)through ID)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 ID)the actual applicant DESCRIPTION OF RELATIONSIIIP Submitted t ' dnsp4i_w Signature D a, Print Name Jose h Charles Casarona Trustee The Joseph Charles Casarona Trust r Received c yyaps 166 DEC 17 2024 AGENT/REPRESENTATIVE Zoning Board of ,appeals 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: Herrrmann, Robert E. (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION:(Check all that apply) Tax grievance Building Permit Variance 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 10th f December,20 24 Signature Print Name Robert E. Herrmann Town of Southold _ �C�l�� LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS DEC 1 7 2024 1 , All applicants for permits* including Town of Southold agencies, c9pAeW paI�AF for proposed actions that are subject to the Town of Southold Waterfront onslstency 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 significan 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# 83 - 1 36.1 PROJECT NAME The Joseph Charles Casarona Trust 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) El (c) Permit, approval, license, certification: Nature and extent of action: Construct a 1 &2-story single-family dwelling and attached garage with 3,695 sf GFA where a maximum of 3,148 sf is allowed,and a 25-foot front yard setback where a minimum of 40 feet is required;construct a 10'x 25'accessory swimming pool with an 82-ft setback where 100 feet is required;construct a 1,523 sf grade-level masonry patio; install I/A OWTS sanitary system and stormwater drainage system;and permanently establish a 25-foot vegetated non-turf buffer in place of existing lawn adjacent to top of bluff,all as depicted on the site plan prepared by JM2 Architecture,last dated November 19,2024. Location of action: 55 Glen Court, Cutchogue i Site acreage: 0.581 Present land use: vacant-Residential DEC 7 2024 Present zoning classification: R-40 Zoning Board of Appeals 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: The Joseph Charles Casarona Trust (b) Mailing address: Joesph Casarona,Trustee PO Box 1149,Cutchogue,NY 11935 (c) Telephone number: Area Code (347)888-7844 (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 aviceived l Zoning Board or Appeals Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable The proposed dwelling will be well protected from potential flood and erosion damage,as it is located at a high elevation outside all designated flood zones;well landward of the Coastal Erosion Hazard Area;and a code-compliant distance of 100 feet from the top of bluff,which is presently well vegetated and stabilized at its toe by a bulkhead. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ®Yes ❑ No ❑ Not Applicable -SEE ATTACHED ADDENDUM- Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ®Yes ❑ No ❑ Not Applicable - SEE ATTACHED ADDENDUM- Received lic, (� DEC 17 2024 Zoning Board of Appeals Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. ❑ Yes No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's wate.-..zpendent uses and promote siting iew water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No Received "Jq�h ® Not Applicable Beard of Appeals Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No® 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. ElYes ❑ 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 DATEnecember 10,2024 Robert E. HerWhann Amended on 811105 THE JOSEPH CHARLI 'ASARONA TRUST,55 GLEN COUF XTCHOGUE ceived DEC 17 2024 r Aopea►� e- Figure]. Looking north toward Long Island Sound over vacant parcel to be improved with single-family dwelling and accessory swimming pool. 4 E /-igure 2. Looking south from top of bluff over vacant parcel to be improved with single-family dwelling and accessory swimming pool,and at adjacent dwellings to south and west. /a_ `, �' ; TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET`'- �;,...rj-�- VILLAGE D i ST. SUB. LOT .Z FORMER OWNER . N E ACR. r4 41.1 E S W TYPE OF BUILDING RES. L I SEAS. V VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS j /�"✓ � —C�f, r �J / r�.G �? ✓f,T' { �')li G I `� 1 , ( �i (1Ji t(•, �C� I-tr`J, � tlr7,ke) 7L�l f 1 G/ 5i --t�a Ila f� _SlI AGE BUILDING CONDITION �Z2 —L 2-- Z57 — rmf 7- /V&- NEW NORMAL BELOW ABOVE — 4 FARM Acre Value Per Value Acre Tillable t Tillable 2 0 Tillable 3 Woodland m m ZCD Swampland FRONTAGE ON WATER CD Brushland FRONTAGE ON ROAD r House Plot DEPTH CD I BULKHEAD Total DOCK li i TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST .SUB. LOT ACR. REMARKS F TYPE OF BLD_ ( aj C PROP. CLASS LAND IMP. ` TOTAL DATE o ® CD 0 CD .oN CD in FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL vl�J EN-CONSULTANTS Receive December 10, 2024 DEC 17 2024 Southold Town Zoning Board of Appeals Zoning Board of Appeals Town Hall 53095 Main Road P.O. Box 1179 Southold,NY 11971 Attn.: Kim Fuentes Re: The Joseph Charles Casarona Trust 55 Glen Court, Cutchogue SCTM#1000-83-1-36.1 Dear Ms. Fuentes: Enclosed for review are ten(10) separate sets of the following for your review: 1. Notice of Disapproval, dated August 6, 2024, last amended November 14, 2024. 2. Office Check List. 3. Zoning Board of Appeals application including: a. Reasons for Appeal(5-page addendum); b. Applicant's Project Description; c. Questionnaire; d. Agricultural Data Statement; e. Owner's Consent;and f. Applicant&Agent Transactional Disclosure Forms. 4. Short Environmental Assessment Form. 5. LWRP Consistency Assessment Form. 6. Site Photographs. 7. Town property card. 8. Survey prepared by Nathan Taft Corwin III Land Surveyor, last dated January 30, 2023. 9. Site plan, Sky Plane Analysis, Floor Plans & Elevations prepared by JM2 Architecture PC, dated November 19, 2024. 10. Application fee of$1,750 I hope this information shall allow you to process our request. Should any additional information be required, please do not hesitate to contact our office. Since ely Robert E. Herrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsuttants.corn environmental consulting 11 ZBA CHECK FEES - 2024 Funding Account - B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 12/17/2024 Joseph Charles Casarona Trust 7995 $1,750.00 9114 12/20/2024 12/19/2024 Jozic, Branko 7996 $2,500.00 3225 12/19/2024 $4,250.00 own of Southold • P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 12/20/24 Receipt#: 336579 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7995 $1,750.00 Total Paid: $1,750.00 Notes: Payment Type Amount Paid By CK#9114 $1,750.00 En-Consultants Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Casarona, Joseph 705 Birch lane PO Box 1149 Cutchoque, NY 11935 Clerk ID: MARIAD Internal ID:7995 r r r 3 LUA MEN r • � � - a4s • ' 7v Pin 27. IV w/j r + tOiy i'. �T .'•Zri" _ _ Vl t. w / F.I r w �• ` T. - s s�� `++�� '•�' i_ ,� Y�:,� .dam' .r;' � ,f+r ' A• �,�. " y �.,, . ? , ` ��'� � ,Y ..sue �f ILi-. ��� ����► '� Y -�,,, •� ��.' � •` _�. •� ti � r� R..J � C s�+ �� '• h �• ' r IMF' '* , !� ` •T—` - -_ S ..•• •• ,..•\ yw. s , � `.t it r _�s• ` 1�`'Y� , � � r- - ��..-.��1"` - '_Tr. " Ap- �•: ,Ilk _a A OF ?w,� - �. ,: ''�• �iA ,, r- . .- ,.., , ter r•^. .� .`r-1 - IL AM- �.:• .x, �,�', j ,y,���� era ' '�, �- r CO .j op I`. f a• ~ -J' • l •, a s it s 1 r it SOW 41 op �, l`r . •�K �''"�'� ,,, - ,fir:� � � - . r me .t s Goo le -} l / I - CAsefy-6 'j _V- JOSEPH CHARLES CASARONA TRUST �13 )A5 55 GLEN COURT, CUTCHOGUE SCTM#1000-83-1-36.1 Properties in the neighborhood with prior variances that are referenced in the application: 255 Glen Ct. • 1000-83-1-3 Case 2134—May 20, 1976 • Relief granted for new dwelling with 25'front yard setback <3_95gGlen W1000 83_r Z._, Case 2644—Dec. 6, 1979 • Relief granted for new dwelling with 15'front yard setback Case 6166—June 16,2008 • Relief granted for as-built alterations with 20'front yard setback 445 Glen Ct:• 10 8 ` P p Case 6865—Aug. 6,2015 Y7 • Relief granted for new dwelling with 25'front yard setbackp� • Relief granted for new swimming pool with 50' bluff setback (4) 8869 r oe0 n Rd. • 1000 83=1--3-3.1(formerly 33)7 (3) �3 Case 4990—Oct., 2001 `" (2 �s 172 • Relief granted for swimming pool within 100'of top of bluff ;• (+) �S � `o� �'� �•� Existing dwelling with 4,716 sf GFA depicted in Figures 6&7 ^o m +705 Biieli.'Lri:r�1000-83=1=26 ^ V z, Existing dwelling depicted in Figure 5 ° (4) .h^°o G '�� c�) 40 PAR �s `•� �� ,� (,+) S m Z (to) (5) Car 37 W �? '(12) qpw (957 j. TOWN OF SOUTHOLD, NEW YORH DATE...MaY.....ZQ, 1976 ACTION OF THE ZONING HOARD OF APPEALS Appeal No. 2134 Dated May 3, 1976 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD Marcus & Joanna Bryan To Appellant 108 Wedgewood Drive Coram, New York at a meeting of the Zoning Board of Appeals on May 20, 1976 the appeal was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property ( ) Request for a special exception under the Zoning Ordinance (g) Request for a variance to the Zoning Ordinance 1. SPECIAL EXCEPTION. By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article .................... Section .................... Subsection paragraph .................... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because 9:35 P.M. (E.D.S.T.) upon application of Marcus and Joanna Bryan , 108 Wddgewood Drive, Coram, New York for a variance in accordance with the Zoning Ordinance, Article III, Section 100-30 and Bulk Schedule for permission to construct dwelling with in- sufficient setback. Location of property: Glen Court, Birch Hills, Cutchogue, New York, Lot #3, Map of Birch Hills #4908. Fee paid $15.00. 2. VARIANCE. By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because SEE REVERSE (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the Immediate vicinity of this property and in the same use district because SEE REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because SEE REVERSE and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector ( ) be confirmed ( ) be reversed. SEE REVERSE APPR E ZONING BOARD OF AP EA FORM ZB4 /� Ch ur Marjo ie McDermott Secretary of ppeals After investigation and inspection the Board finds that applicant requests permission to construct dwelling with insufficient setback, Lot 3; Map of Birch Hills, Cutchogue, New York. The applicant has a hardship due to erosion of the cliff. The Board agrees with the reasoning of the applicant. The Board finds that strict application of the Ordinance would produce practical difficulties or un- necessary hardship; the hardship created is unique and would not be shared by all properties alike in the immediate vicinity of this property or in the same use district; and the variance will not change the character of the neighborhood, and will observe the spirit of the Ordinance. THEREFORE IT WAS RESOLVED, Marcus & Joanne Bryan, 108 Wedgewood Drive, Coram, New York be GRANTED permission to construct dwelling with insufficient .setback on Lot #3, Map of Birch Hills, Cutchogue,' New .York, as applied for, subject to the following conditions: 1. That the house shall be placed no closer than 35 feet to the easterly property line and no closer than 25 feet from Glen Court, a private road in this subdivision. 2. That a parking lot for two cars be constructed further north .than presently indicated on the site plan and be reached by a short (1.0 foot) driveway. Vote of the Board: Ayes:- Messrs: Gillispie, Bergen, Grigonis, Hulse, Doyen. RECEIVED AND FILED BY THE SOUTHOLD TOWN CLERK' DUE 611176 HOliR/v,IS-Aw Town Clerk, mown of Southold Y TOWN OF SOUTHOLD, NEW YORE DATE12/19.Z.7.9 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 2644 Dated November 13, 1979 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD �� J To Mr. W. Chet Van Dyne (Rudolph H. Bruer, Esq.) Appellant 300 East 40th Street New York, NY 10016 at a meeting of the Zoning Board of Appeals on December 6, 1979 the appeal was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property ( ) Request for a special exception under the Zoning Ordinance (g) Request for a variance to the Zoning Ordinance Art. III Section 100-31 1. Sg8 By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article .................... Section .................... Subsection .................... paragraph .................— of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because 8:10 P.M. Upon application of W. CHET VAN DYNE, 300 East 40th Street, New York, New York (Rudolph H. Bruer, Esq. ) for a variance to the Zoning Ordinance, Article III, Section 100-31 for permission to construct dwelling with insufficient frontyard. Loca- tion of property: Glen Court, Cutchogue, filed Map #5060 of Vista Bluff, Lot #4, bounded northeast by Aliano, southeast by Glen Court, southwest by Loreto, northwest: by Long Island Sound. (SEE REVERSE) 2. VARIANCE. By resolution of the Board it was determined that (a) Strict application of the Ordinance (.would) (would not) produce practical difficulties or unnecessary hardship because (SEE REVERSE) (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and in the same use district because (SEE REVERSE) (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because (SEE REVERSE) and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector ( ) be confirmed ( ) be reversed. APPROVED ZONING BOARD OF APPEALS FORM ZB4 9Chalirmp8oard of ea{s n Agt,ex inyestigation and inspection, the Board finds that the applicant is requesting a 15-foot frontyard setback variance due to the active erosion on the subject property and the poor shape of the bluff caused by wave attacks. The dwelling as proposed 1 would meet all the other requirements of the Code of the Town of Southold and Bulk and Parking Schedule. The Board agrees with the reasoning of the applicant. The Board finds that strict application of the Ordinance would produce practical difficulties or unnecessary hardship; the hardship created is unique and would not be shared by all properties alike in the immediate vicinity of the property and in the same use district; and the variance will not change the character of the neighborhood and will observe the spirit of the ordinance. On motion made by Mr. Douglass, seconded by Mr. Tuthill, it was RESOLVED, that W. CHET VAN DYNE, 300 East 40th Street, New York, New York 10016, by Rudolph H. Bruer, Esq. , BE GRANTED a variance to the Zoning Ordinance, Article III, Section 100-31 for permission to construct dwelling with insufficient frontyard setback as applied for herein. Location of property: Glen Court, Cutchogue, filed Map #5060 of Vista Bluff, Lot 44; bounded north- east by Aliano, southeast by Glen Court, southwest by Loreto, northwest by Long Island Sound. Vote of the Board: AYES: Messrs. Douglass, Grigonis, Tuthill and Doyen. RECEIVED AND M7ED THE SOUTHOLD TO DATE �� HOUR Town Clerk, Town of Southol APPEALS BOARD MEMBERS �OF so Mailing Address: Gerard P. Goehringer, Chairman �p`� OHO Southold Town Hall 53095 Main Road*P.O. Box 1 179 Ruth D. Oliva Southold,NY 1 197 1-0959 James Dinizio,Jr. G • Na OfficeLocation: Michael A.Simon �D Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman Iyco 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD n r.c K. D. o� Tel.(631)765-1809-Fax(631)765-9064 VUA q , D 3 UN 2 5, 2G013 FINDINGS, DELIBERATIONS, AND DETERMII .ATIQN MEETING OF JUNE 16, 2008 Out' oA' `''e(''it ZBA# 6166 —Application of JERRY KALAS PROPERTY LOCATION: 995 Glen Court, Cutchogue CTM 1000-83-1-10 SEARA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was 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 May 28, 2008, stating that this application shall be considered a matter for local determination as there appears to be no significant county- wide or inter-community impact. LWRP CODE: Exempt under Chapter 268, Section BB, alterations and additions are on the landward side of an existing dwelling constituting less than 25% of the original structure, except in a Coastal Erosion Hazard Area. Also exempt under Section F, inasmuch as the variance requested does not concern additions or alterations within 100 feet of a regulated natural feature or bulkhead or other shoreline. PROPERTY FACTS/DESCRIPTION: The subject property is a non- conforming 22,903 square foot lot in the Residential R40 District, measuring 100' wide along Glen Court Road, 100' wide along the Northerly property line facing Long Island Sound, 223.03' deep along the easterly property line, and 237.56' along the westerly property line. It is improved with a single-family dwelling. BASIS OF APPLICATION: Request for a Variance under Sections 280-122 and 280-124, based on the Building Inspector's April 10, 2008 Notice of Page 2—ZBA#6166 _ NAME OF APPLICANT:JERRY KALAS. PROPERTY LOCATION:995 Glen Court,Cutchogue;CTM 1000-83-1-10 Disapproval, concerning an as-built addition with alterations to the existing single-family dwelling, which is less than 35 feet from the front yard lot line. RELIEF REQUESTED: The applicant proposes to re-design and replace the existing front door steps and landing to allow direct vehicular access from the front driveway into the existing attached garage at 20 feet from the front property line while the code requires a minimum front yard setback of 35 feet. ADDITIONAL INFORMATION On November 13, 1979 the Board of Appeals granted a variance (# 2644) permitting the construction of the applicant's dwelling with a 15 foot nonconforming front yard setback due to the active erosion of the bluff on the subject property REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(b)(3)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed addition and alterations includes stairs, a landing, and garage doors, some of which are as-built, all within the existing nonconforming front yard setback and other homes in the area have direct front access to their attached garages. 2. Town Law U67-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 because the existing house already has a non-conforming front yard setback. 3. Town Law §267-b(3)(b)(3). The variance granted herein is not substantial since it will simply permit the relocation and replacement of some existing steps within the existing nonconforming setback. 4. Town Law §267-b(3)(b)(5). The difficulty has not been self-created but is the result of a previous decision to build the existing dwelling as far away from the bluff as possible 5. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The subject property and the proposed alterations are landward and more than 100' from the bluff. Page 3—ZBA#6166 _ NAME OF APPLICANT:JERRY KALAS. PROPERTY LOCATION;995 Glen Court,Cutchogue;CTM 1000-83-1-10 ^�I� 6. Grant of the requested relief is the minimum action necessary and adequate to enable the 'applicant to enjoy the benefit of front access (road side) to the attached garage and front door, 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 Weisman, seconded by Member Simon, and duly carried, to GRANT the variance as applied for, as shown on the plot plan and drawings dated 3/20/08 and prepared by P. Georgopoulos, Architect. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, 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 Goehringer (Chairman), Oliva, Dinizio, Simon and Weisman. Th' n was adopted (5-0). -"Gerard P. Goehringer, Chairm 6/zo/2008 Approved for Filing Y { P 1 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ®� �®� 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes3 Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning ® `v� 54375 Main Road(at Youngs Avenue) Kenneth Schneider ONN3� Southold,NY 11971 http://southoldtown.northfork.net ����� ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 � 3 al a • e utho_ld Town Clerk FINDINGS,DELIBERATIONS AND DETERIVIINATION MEETING OF AUGUST 6,2015 ZBA FILE: 6865 NAME OF APPLICANT: David and Stephanie Sack PROPERTY LOCATION: 445 Glen Court(adj.to Long Island Sound)Cutchogue,NY. SCTM#1000-83-1-5 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 II 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 June 2,2105,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 June 19, 2015. 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: Subject parcel is a non-conforming 20,214 sq. ft. lot (10,506 sq. ft. buildable area) located in the R40•zone district. It is improved with a single family dwelling with attached deck and hot tub,which is proposed to be demolished. It has 100.00 feet on frontage on Glen Court, 205.00 feet along the eastern property line. 100.00 feet on Long Island Sound and 205.00 feet along the western property line as shown on the survey prepared by Nathan Taft Corwin,III,LS dated March 7,2014,revised April 15,2015. BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and Article XXII Section 280-116 and the Building Inspector's May 6, 2015 Notice of Disapproval based on an application for building permit for demolition of existing dwelling and construction of a new single family dwelling, at; 1) less than the code required front yard setback of 40 feet,2) more than the code permitted maximum lot coverage of 20%,3) less than the code required top of bluff setback of 100 feet. RELIEF REQUESTED: The applicant proposes to demolish an existing dwelling and construct a new single family dwelling which will require variances for; 1)25 foot front yard setback where the code requires a minimum of 40 feet, 2) 25.1% lot coverage of buildable area where the code permits a maximum of 20% and 3) a 50 foot setback from"Top of Bluff'where the code requires a minimum of 100 feet. All as shown on the Survey prepared by Nathan Taft Corwin III,L.S., dated March 7,2014 and last revised April 15,2015 Proposed House. Page 2 of 3_August 6,2015 ZBA#6865 Sack SCTM#1000-83-1-5 ADDITIONAL INFORMATION: There are letters of support for the application, as well as letters and testimony of concern over bluff stability during the proposed construction. Suffolk County Soil and Water Conservation District issued a report dated July 27, 2015. The report in part stated that: "The foremost objective with the proposed construction is maintaining the current level of bluff stability. Currently the stability has been achieved through toe protection via the bulkhead and stability of the top of the bluff by limiting disturbance and surface water from traveling onto the bluff.The dense vegetation occurring on the bluff face while critically important to maintaining this stability is of secondary importance to the stabilization of the toe and top of the bluff' and "The demolition of the existing house and the reconstruction of a new residence has the potential to help protect the bluff and the residence by increasing the structural distance from the bluff top edge, as long as the demolition, reconstruction, and maintenance of the proposed infrastructure does not catalyze bluff erosion." The SWCD recommended the installation of a 10 foot wide buffer, landward of the existing vegetation and fencing, having a"low diversion"(1' high x 3' wide)sited at its center with natural buffer vegetation occurring in front of the diversion as well as behind. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 2,2015,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 variances or will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. All of the other developed Sound front properties along Glenn Court have similar nonconforming"Top of Bluff'and front yard setbacks to what the applicant proposes. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. The depth between the front property line and the "Top of Bluff'measures only 125 feet.The code required"Top of Bluff'setback(100 feet)and front yard setback(40 feet) combined require a 140 foot depth,therefore the placement of any dwelling and related structures anywhere on the subject property would unavoidably require a "Top of bluff' and/or front yard setback variance. The applicant could feasibly construct a new dwelling that would not require a lot coverage variance. 3. Town Law §267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing a 50% variance for a "Top of Bluff' setback, a 37.5% variance for a front yard setback and a 25.5% variance for lot coverage. However, the proposed "Top of Bluff' setback of 50 feet to the nearest corner of the proposed pool and deck represent a 25 foot setback increase to the `Top of Bluff' compared to the existing deck. The proposed lot coverage (25.1%) will be a decrease compared to the existing lot coverage of 25.3%. The proposed front yard setback of 25 feet represents a 9.4 foot decrease compared to the existing front yard setback of 34.4 feet.However, this proposed setback allows for a more substantial "Top of Bluff' setback and is consistent with the front yard setbacks of other properties in this community. 4. Town Law &267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law V67-b(3)(b)(Q. 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 6267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a constructing a new single family dwelling with pool and decking, while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. Page 3 of 3—August 6,2015 ZBA#6865—Sack v SCTM#1000-83-1-5 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 Schneider, seconded by Member Weisman (Chairperson),and duly carried,to GRANT, the variances as applied for, and shown on the Survey prepared by Nathan Taft Corwin III, L.S., dated March 7,2014 and last revised April 15,2015 Proposed House. CONDITIONS: 1. The existing vegetation and fencing at the top of the bluff shall remain intact to limit soil disturbance and protect the top of the bluff. 2. Install a 10 foot wide non-turf buffer, landward of the existing vegetation and fencing at the top of the bluff, having a "low diversion" (1' high x 3' wide) sited at its center with natural buffer vegetation occurring in front of the diversion as well as behind. 3. The existing abandoned cesspool shall be pumped clean and then filled with clean sand. Cesspool shall not be removed. The purpose of this condition is to limit soil disturbance. 4. The existing tree stump (already cut to grade), in the rear yard, shall not be removed or disturbed. The purpose of this condition is to limit soil disturbance. 5. Heavy equipment,such as excavators, is prohibited from being sited on the bluff side of the demolition and excavation activities. 6. The use of equipment which emits low frequency vibrations (such,as blasting or large pile drivers) is prohibited That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, 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. 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. Vote of the Board: Ayes:Members Weisman(Chairperson),Schneider,Homing,Dante.Absent was Member Goehringer. This Reso ution was duly adopted(4-0). Leslie Kanes eisman,C airperson Approved for filing Q 1A /2015 APPEALS BOARD MEMBERS UFF01 Southold Town Hall Gerard P. Goehringer,Chairman h� Gy 53095 Main Road James Dinizio,Jr. o P.O.Box 1179 Lydia A.Tortora ,� Southold,New York 11971-0959 Lora S. Collins �,f, • �� ZBA Fax(631)765-9064 George Horning lQl �.�0 Telephone(631)765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 18, 2001 Appl. No. 498Q- NORTH BAY PROPERTIES 1000-83-1-33 STREET & LOCATION: 8869 Oregon Road, Cutchogue DATE OF PUBLIC HEARING: September 20, 2001; October 4, 2001 FINDINGS OF FACT PROPERTY FACTS: The subject property is a parcel of 84,880 sq. ft. in Cutchogue, reached by a right of way off Oregon Road, with frontage of 153 feet on Long Island Sound and depth of 604 feet on the west side and 562 feet on the east side. It is improved with a newly constructed house and in-ground swimming pool. BASIS OF APPEAL: Building Department Notice of Disapproval, dated May 29, 2001, stating that the swimming pool is not permitted because it is less than 100 feet from the top of the Long Island Sound bluff, in violation of Code section 100-239.4A. AREA VARIANCE RELIEF REQUESTED: Applicant requests a variance authorizing the swimming pool as built. REASONS FOR BOARD ACTION, DESCRIBED BELOW:_ On the basis of testimony presented, materials submitted and personal inspection, the Board makes the following findings: (1) A survey by Stanley J. Isaksen, Jr. shows the northerly side of the pool intruding 9.5 feet into the 100-foot bluff setback at the east end of the pool,and intruding. 2.8 feet at the west end. (2)Although the intrusion into the 100-foot bluff setback area is relatively modest, the Board notes that the bluff face on the property is seriously eroded, at least in part as a result of the construction of the house and pool. The Board is concerned about the condition of the bluff,especially in light of the fact that the pool and surrounding patio are a large structure. A letter to the applicant from the Suffolk County Soil and Water Conservation District, dated September 19, 2001, states that, since a prior inspection in June, substantial improvements had been made for protection against surface water running over the bluff, but that the bluff face was still in need of repair. (3) At the hearing on October 4, 2001, Charles Bowman of The Land Use Company stated that he has developed a plan, in conjunction with Joseph Fischetti, PE, for protecting the bluff. He testified that drainage problems on the upland portion of the property have been resolved by drywells. The plan for the bluff will be submitted to the Page 2—October 18, 2001 Appl. No.4990—North Bay Properties 1000-83-1-33 at Cutchogue Department of Environmental Conservation and the Town Trustees, with the work planned for the spring of 2002. (4) A swimming pool is a reasonable accessory on a property of this type, and grant of the requested variance will not produce an undesirable change in the character of the neighborhood or detriment to nearby properties. (5) Provided that the conditions set forth below are satisfied, grant of the requested variance should not have an adverse effect or impact on physical or environmental conditions. (6) The action set forth below is the minimum necessary to enable applicant to enjoy the benefit of the as built swimming pool while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION/ACTION: On motion by Member Collins, seconded by Chairman Goehringer, it was RESOLVED, to GRANT the variance as applied for, subject to the following CONDITIONS: (1) Stormwater runoff shall be directed into drywells that prevent it from running over the bluff. (2) Pool drain water shall be led away from the bluff and into drywells. (3) The berm constructed to protect the bluff from water runoff shall remain in place permanently. (4)A copy of the bluff stabilization plan described by Mr. Bowman at the hearing on October 4, 2001, shall be submitted to this Board after approval by the Department of Environmental Conservation and the Town Trustees. Prior to the issuance of a Certificate of Occupancy for the swimming pool, this Board shall be satisfied that such plan has been carried out in full, including necessary reshaping of the bluff, appropriate planting, and installation of.a layer of protective boulders to dissipate wave energy at the bluff toe. (5) This Board reserves the right to inspect the property up to the time of issuance of a Certificate of Occupancy for the swimming pool. This action does not authorize or condone any current or future use, setback or other feature of the subject property that violates the Zoning Code, other than such uses, r Page 3—October 18, 2001 Appl. No. 4996—North Bay Properties 1000-83-1-33 at Cutchogue setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Goehringer (Chairman), Tortora, Collins, and Homing. (Member Dinizio was absent due to family illness.) This Resolution was duly adopted (4-0). Gerard P. Goehdri er Chairman �Ci BY y 5 ' r ' BOARD MEMBERS ��QF S0UTyo Southold Town Hal] Leslie Kancs Weisman,Chairperson h4 53095 Main Road • P.O. Box 1179 Southold,NY 11971-09S9 Patricia Acampora Office Location: bde Eric Dantes yp� 'Town Annex"First Floor, Robert Lehnert,Jr. �00 ( 54375 Main Road(at Youngs Avenue) Nicholas Planarnento llNl�'� Southold,NY 11971 RECEIVED http://southoldtownny.gov G 3;3 eh&A ZONING BOARD OF APPEALS ,1U 3 0 20�4 J TOWN OF SOUTHOLD Tel. (631) 765-1904 (�Q Southold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JULY 25, 2024 ZSA FILL': 117918 NAME OF APPLICANT: 2440 Village Lane, LLC PROPERTY LOCATION: 2440 Village Lane, (Adj.to Orient Harbor), Orient, NY SCTM: 1000-26-1-17.1 SG RA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 1I category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE~: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated March 13, 2024 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated July 5, 2024. Fused upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the I,WRP. 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 ofa coastal location, and minimized adverse effects of development. Expanding the residential structure to include more than permissible lot coverage(20 percent permitted and 21.6 percent proposed) does not enhance community character and sets a precedent for lots in the neighborhood and within the community. Further, expanding the floor area to greater than the allowable maximum also do not support this policy, The action is not consistent with this policy. Policy 4, Minimize the loss of life,structures, and natural resources from flooding and erosion. The residential structure is located within FF,MA Flood Zones: 1. Flood Zone AE Base Flood EL of 7' with a 1% Annual Chance Flood Hazard. The setback distance from the residence to the marine wetland is just 35.5' and will most likely result in Flooding and damage and loss to structures due to storm events and tidal surges overtime. Structures in these Page 2,July 25,2024 97918,2440 Village Lane, LLC SCTM No. 1000-26-1-17.1 l "at risk" areas should be minimized or at least onade compliant with construction designed to tolerate flooding. This application is in line with similarly situated properties. With the conditions imposed in this decision, should relief be granted, the application will be deemed CONSISTENT with the I,WRP, subject to all other jurisdictional approvals. PROPERTY FACTS/DEiSCRIPTION: The subject, non-conforming,rectangular-shaped, 12,925 square feet(9,816 square feet buildable area), .305-acre, waterfront parcel located in the R40 Zoning District measures 205.02 feet along Village Lane, then nuns west 62.04 feet to Orient Harbor, then runs 189.38 feet along a tie line along the apparent mean high-water mark at Orient Harbor and returns east 76.65 feet to the roadway. The property is improved with a two-story wood frame house with attached garage, a covered front porch, side entry decks, a covered rear (waterside) porch, $ilco-type cellar entrance, a wood-frame shed, fixed wood dock, concrete waterside bulkhead wall,an outdoor shower, wood picket fencing and gates and pebble stone driveway as shown on the survey prepared by Nathan Taft Corwin, I11, Licensed Land Surveyor, last updated February 26,2024. BASIS OF APPLICATION: Request for Variances from Article XXIiI, Section 280-124; Article XXXVI, Section 280-207; and Article XXXVI, Section 280-208; and the Building Inspector's March 7,2024,Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at; 1) less than the code required minimum front yard setback of 35 feet; 2) less than the code required minimum rear yard setback of 35 feet;3)more than the code permitted maximum lot coverage of 20%;4)gross floor area exceeding permitted maximum square footage for lot containing up to 10,000 square feet in area; 5)the construction exceeds the permitted sky plane as defined in Article 1,Section 280-4 of the Town Code; located at:2440 Village Lane,(Adj. to Orient Harbor)Orient, NY. SCTM#1000-26-I-17.1. RELIEF REUUES'i E1 : The applicant requests Five(5)variances for additions and alterations to an existing,historic one-family dwelling, including: 1. a front yard setback of 5.3 feet where the Code requires a minimum front yard setback of 35 feet. 2. a rear yard setback of 32 feet where the Code requires a minimum rear yard setback of 35 feet. 3. a proposed lot coverage of 21.6% where the Code limits lot coverage to 20%. 4. a proposed Gross Floor Area(GFA)of 2,920.6 square feet where the Code allows a maximum GFA of 2,100 square feet for lots containing up to 10,000 square feet of area. 5. a proposed new construction of the existing structure outside of the permitted Sky Plane area. In order to achieve a 24.4 feet by 27.4 feet expansion of an existing second floor in place of(and within the same footprint as)an existing storage attic over an attached garage to create a bedroom suite,a 7.7 feet by 6 feet extension of an existing roofed-over porch in place of an existing 9 feet by 6 feet portion of an existing 13t floor living space to be removed,and a 9.1 feet by 15.8 feet second roof terrace over an existing first floor. ADDITIONAL rNFORMATION. Improvements on the existing structure are covered by the following Certificates of Occupancy: #Z-596 dated June 7, 1960 covering a private one-family dwelling. 9Z-17318 dated September 19, 1988 covering alterations to a one-family dwelling. #Z-34388 dated June 4,2010 covering a deck addition and interior alterations. The applicant provided architectural plans, including GFA calculations, sky plane diagrams, existing and proposed floor plans,existing and proposed elevations,and existing and proposed sections,labeled S-2, S-3, A l-A8 prepared by Peter Marren,Registered Architect and dated October 31,2023. Page 3,July 25,2024 97919,2440 Village Lane,LLC SCTM No. 1000-26-1-17.1 The applicant also provided copy of a sanitary plan (for submission to the Suffolk County Board of Health) for the installation of a new Innovation Advanced (I/A) sanitary system and drainage plan labeled page t-2, prepared by John Joseph Condon, Licensed Professional Fngineer,and dated February 12, 2024. The subject parcel is encumbered by tidal waters and wetlands and is within the Coastal Erosion Hazard Area associated with Orient Harbor. The applicant stated during the public hearing,that of the five(5) variances requested,four(4)will maintain existing conditions, without any change:front yard setback of 5.3 feet; rear yard setback of 32 feet, excessive lot coverage of 21.6%, and penetration of the allowable sky plane. Only one of the five variance requests is for a new/proposed condition,GFA of 2,860 square feet where a maximum of2,100 square feet is allowed per Code for lots under 10,000 square feet. The applicant used town records to estimate the GFA averaging stated at 2,750 square feet for homes within 500 feet of the subject property. Additionally,the applicant provided examples of Zoning Board of Appeals relief granted for similar requests in applications Ws: 3533, 5436, 6078,and 7809. Two area residents spoke in favor of the application;no other member of the public or an immediate neighbor spoke against this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 11, 2024 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the'Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The immediate surrounding neighborhood consists of several developed properties along a historically developed Orient Harbor shoreline on the west side of Village Lane, one of which contains two dwellings. These properties are non-conforming in lot size,shape and most were developed prior to the introduction of Zoning in the Town of Southold. The area is characterized by homes with various pre-existing non-conforming setbacks, lot coverage,GFA and sky planes. Many of the area homes have been recently renovated, restored and/or expanded with the benefit of Zoning Board of Appeals relief and other Town boards including the Trustees and the Historic Preservation Commission, since the majority of the hamlet of Orient(village) is within a National Historic District. As presented,the applicant's proposed additions and alterations of the historic home will further enhance the streetscape,cultural identity and community character, while preserving the local heritage. 2. Town Law 4267-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.As part of the proposed additions and alterations,no expansion of the existing conditions relative to the front yard,rear yard, lot coverage or sky plane are proposed. All existing conditions will be maintained (including the reduction of approximately 8 square feet of living space in the conversion to a porch). However, relative to the GFA,variance relief is necessary to establish a bedroom in a former attic located over the existing attached garage. As a result of the conversion of the attic to living space(with a raised ceiling height), the increase of 720.6 square feet will yield a new GFA of 2,860 where only 2,100 square feet is permitted by Code. It is impossible to convert an attic to an owner's suite or habitable living space without increasing the pre-existing, non-conforming GFA. However, the existing structure is already six(6) feet, and the applicant seeks only to increase the size by three (3) feet. 3. Town Law §267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 84.9% relief from the Code relative to a reduced front yard setback; 8.5% relief from the Code relative to a reduced rear yard setback; 8% relief from the Code relative to excessive lot coverage; 34.3% relief from the Code relative to Page 4,July 25,2024 97919,2440 Village Lane, LI,C �l SCTM No. 1000-26-1-17.1 excessive GFA; 100% relief from the Code relative to penetrating the Sky Plane. However, the reduced front and rear yard setbacks, the excessive lot coverage and the Sky Plane variance requests are all to maintain existing conditions, while the proposed conversion of compliant second-Floor attic space to habitable living space/owner's bedroom suite increasing the GFA beyond an allowable 2,100 square feet offers little negative impact on the community. The improvements will not obstruct the views of neighbors, and the additions and alterations to a historically significant home is located in a National Historic District. 4. Town Law 42267-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 install a Suffolk County Board of Health approved Innovative and Alternative Wastewater Management System. 5. Town Law Q267-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 alterations and additions including,a 24.4 feet by 27.4 feet expansion of an existing second floor in place of(and within the same footprint as) an existing storage attic over an attached garage, a 7.7 feet by 6 feet extension of an existing roofed-over porch in place of an existing 9 feet by 6 feet portion of an existing Ist floor living space to be removed, and a 9.1 feet by 15.8 feet second roof terrace over an existing first floor to a historic home while preserving and protecting the character ofthe 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 Planamento, seconded by Member Acampora, and duly carried, to GRANT the variances as applied for,and shown on the Site Plan prepared by John Joseph Condon,LPE,last revised February 12,2024 and Architeetural Plans, labeled S-2, S-3, Al-A8 prepared by Peter Marren, Registered Architect and dated October 31, 2023. SUBJECT TO THE FOLLOWING CONDITIONS: I. The proposed Innovative Advanced (I/A) septic system on the subject property must be approved by the Suffolk County Department of Health Services. 2. Town of Southold Board of Trustees approval for the requested relief, as proposed on the submitted architectural plans. 3. Town of Southold Historic Preservation Commission approval for the requested relief, as proposed on the submitted architectural plans. 4. The existing, attached,garage is to remain unconditioned and may not be converted to habitable living space of any kind. 5. The existing shed is to remain unconditioned and may not be converted to habitable living space of any kind. This approval shall not be deemed effective until the required conditions have been met.At the discretion of'the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Page 5,July 25,2024 1�� 97918,2440 Village bane, LLC: SCTM No. 1000-26-1-17.1 The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that(toes not increase the degree oj'nonconformity. IMPORTANT LIMITS ON THE APPROVAUS)GRANTED HEREIN Please Read Care€ully Any deviation from the survey,.site plan and/or architectural drawings cited in this decision,or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on The architectural drawings,site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformides 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. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been riled 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 HE, Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Wcisman(Chairperson), Dantes, Planamento, Acampora and I.ehnert. (5-0) Leslie banes Weisman,Chairperson Approved for filing /'�, /2024 1 s BOARD MEMBERS ® Southold Town Hall Leslie Kanes Weisman,Chairperson ®�� U��®� 53095 Main Road•P.O.Box 1179 Patricia Acampora ® Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert,Jr. CA Town Annex/First Floor ir+ ® �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento ® c®U Southold,NY 11971 RECEIVED http://southoldtownny.gov J_ °2 ZONING BOARD OF APPEALS 0 C T 2 3 2023 TOWN OF SOUTHOLD Tel. (631)765-1809 � ®u$ ®Q �'® n Clerk J FINDINGS,DELIBERATIONS,AND DETERMINATION MEETING OF OCTOBER 19,2023 ZBA FILE: #7809 NAME OF APPLICANT: Chris & Marisa Lazos PROPERTY LOCATION: 1200 Leeton Drive, Southold NY 11971 SCTM: 100-59-1-1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II 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 May 9,2023 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 August 22, 2023. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. Policy 4.1:Minimize losses of human life and structures fromlooding and erosion hazards. The Coastal Erosion Hazard Line splits the parcel with a shift landward to account for the no seawall. Part of the single-family residence and deck are located within the Coastal Erosion Hazard Area. ' A. Minimize potential loss and damage by locating development and structures away from flooding and erosion hazards. The parcel is located in the FEMA Flood Zone VE. This area is highly susceptible to frequent storm surge with wave action. Policy 4.2:Protect and restore natural protective features. Natural protective geologic features provide valuable protection and should be protected, restored and enhanced. Destruction or degradation of these features should be discouraged or prohibited. In granting this relief, and based upon site inspection by Zoning Board of Appeals observing a substantial vegetative dune on the subject property which would be adversely impacted by the demolition and excavation that would be required to conform to FEMA and with the conditions imposed in granting relief and the installation of a r Page 2,October 19,2023 #7809,Lazos SCTM No. 1000-59-1-1 UA OWTS Innovative/Alternative Onsite Wastewater Treatment System,the Board finds that the points brought W forward by the LRP coordinator will be mitigated and therefore finds the application LWRP CONSISTENT. PROPERTY FACTS/DESCRIPTION: The subject, non-conforming, 20,850 square feet (16,595 square feet buildable), .48 acre, rectangular-shaped, waterfront parcel measures 100 feet on Leeton Drive, then runs north 207 feet into the Long Island Sound, then runs east 100.05 feet, and returns south, 210 feet back to the roadway. Additionally,the survey illustrates the present edge of water,the delineated high-water mark,the ptimary dune(top) and the Coastal Erosion Hazard Line bisecting the residence. The`property is improved with a one-story wood-frame residence, raised on pilings with a full finished habitable floor below which also includes a garage, attached wood decking and access stairs, gravel driveways, wood walkways,an outdoor shower and a frame shed as-shown on the survey prepared by Jason D.Leadingham,Licensed Land Surveyor and dated July 1,2022. BASIS OF APPLICATION: (Adj. from September 7, 2023) Request for Variances from Article IV, Section 280- 18; Article XXIII, Section 280-124; Article XXXVI, Section 280-207A(1)(b); and the Building Inspector's March 10, 2023 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at 1) exceeding the maximum permitted two and one half(2 1/2) stories; 2) gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet (buildable) iri area; 3)more than the code permitted maximum lot coverage of 20%; located at: 1200 Leeton Drive,Southold,NY. SCTM No. 59-1-1. RELIEF REQUESTED: The applicant requests variances for alterations and additions to an existing single-family residence where the Gross Floor Area,as proposed at 3,066 square feet, is in excess by 966 square feet,of the 2,100 square feet maximum permitted by the Code, which includes a proposed a third floor living space where the Code §280-18, Bulk Schedule limits residential structures to two and a half stories and proposed lot coverage of 37.3% where the Code permits a maximum of 20% lot coverage. As part of the sites build-out the applicant proposes to expand the footprint of the house with a two-story addition on the east side of the structure measuring 7.5 feet by 15.5 feet. ADDITIONAL INFORMATION: Multiple letters, both in support and in opposition of the project, were received prior to the public hearing at which time neighbor's spoke in favor of the application. The applicant provided the Board with the following architectural drawings: • Proposed site plan,second floor demolition plan, proposed floor plans, proposed elevations, labeled SD-1 through SD-7,prepared by Anthony M.Portillo, Registered Architect and dated September 21,2023 • Proposed site plan,second floor demolition plan,west elevation/illustrating roof demolition,proposed floor plans, proposed elevations, labeled SD-1 through SD-6, prepared by Anthony M. Portillo, Registered Architect and dated March 22,2023 • Sky Plane sections, labeled SKY-1, prepared by Anthony M. Portillo, Registered Architect and dated February 23,2023. The applicant's property-received prior Zoning Board of Appeals variance relief in decision#2494 in 1978,allowing the residential structure to be moved and relocated closer to the roadway (Leeton Drive) with an insufficient front yard setback. The structure is located 39.7 feet from Leeton Drive. At the time of the relocation the ranch-style residence was placed on a piling foundation that,overtime,was enclosed to establish a finished first floor with living space consisting of a den, a bathroom, storage areas and a garage. Since the relocation, the dune has grown substantially around the west, north and east sides of the residence. Improvements,on the subject parcel are covered by the following Certificate of Occupancy: #z-2597 dated October 28, 1966 covering an addition to a one family dwelling. #z-10232 dated October 31, 1980 covering alteration to a private one family dwelling. #z-35799 dated July 5,2012 covering reconstruction of an existing deck. Page 3,October 19,2023 97809,Lazos SCTM No. 1000-59-1-1 #z-37328 dated December 16,2014 covering a Pre-Certificate of Occupancy. #z-37996 dated December 28,2015 covering interior alterations to an existing dwelling. The existing dwelling presently has lot coverage of 35.5% where a maximum of 20% is permitted. The expansion of the residence represents an addition of 115 square feet or 1.9%,establishing the proposed lot coverage of 37.3% where a maximum of 20% is permitted by Code. The expansion.is necessary in order to create a stair well to access the proposed third floor addition which will contain three bedrooms (proposed plan illustrates conversion of a two- bedroom residence to a four-bedroom residence). The applicant's agent has stated the proposed alteration and additions do not constitute a `technical' demolition as the majority of the original structure will remain, with the exception of the roof framing which will be removed to allow for the addition of a second floor. The proposal is not required to and will not comply with FEMA requirements. The applicant proposes the installation of an I/A OWTS Innovative/Alternative Onsite Wastewater Treatment System. The September 5, 2023 Public Hearing was adjourned to the October 5, 2023 Public Hearing in order to allow the applicant's agent to discuss with their client various alternatives presented by the Board. On September 22,2023 the Board received communication from the applicant's agent containing a cover letter indicating revisions to the plan presented, including the addition of an IA sanitary system and clarification on the removal of a roof overhang that will become a third-floor waterside balcony. At the October 5, 2023 Public Hearing the applicant's agent/architect presented the Board with a presentation of comparative Gross Floor Area and sky plane for houses in the immediate neighborhood, illustrating the proposed GFA and sky plane is in keeping with the scale and community character of the waterfront location. At this meeting, the applicant's agent/attorney also presented to the Board a presentation packet illustrating the history of the property, an analysis of other ZBA relief granted in the immediate area for residential variances, and also a statement responding to the LWRP coordinator declaration of INCONSISTENT. While the case has been made that the site's improvements will mitigate the LWRP coordinator's concerns making the project CONSISTENT, the applicant's attorney incorrectly stated at the public hearing that the proposed addition over an existing dwelling was EXEMPT from Code §111, pertaining to the Coastal Erosion Law. After the hearing and upon further review the attorney confirmed there is NO exemption. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 7 and October 5,2023 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 variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Kenny's Beach and Leeton Drive area is a beach community consisting of various lot and home sizes developed over the past 75 years. Many of the area houses and the waterfront homes in particular have been updated and expanded.The applicant has illustrated that the proposed Gross Floor Area, as recently included in the Zoning Code of the Town of Southold, while excessive by approximately 966 square feet,is in keeping with the community character and the majority of homes when averaged within 500 feet of the subject parcel. Likewise, the addition of a-floor over the existing living space, not deemed a demolition by the Town of Southold Building Department, while `technically, a nonpermitted third floor, functions as a second floor. The original residence was relocated to its present location with a valid building permit in 1979 and while there is finished space at grade(first floor)the alterations and additions do not require the property to meet FEMA standards. If, however,the structure was to be raised to make it FEMA compliant, the same `finished' level would remain, which includes a customary garage. Other homes in the immediate area also include similar floor Page 4,October 19,2023 #7809,Lazos SCTM No. 1000-59-1-1 plans as evidenced by the prior relief granted for residential projects in this area. Finally, the applicant proposes an addition,to accommodate a stairwell,increasing lot coverage by 1.9%,potentially,de minimis in nature. The existing house lot coverage is 35.5%a result of the change in Code between the actual lot size and the buildable area. Without the modest 115 square feet addition the existing residence presently exceeds the allowable limit without impact on the surrounding neighborhood. 2. Town Law U67-1b(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. While the applicant could expand their home laterally, this would increase the lot coverage and would have negative environmental impact on sensitive wetlands and the natural protective dune. However, the applicant proposes constructing a second story over an existing residence with virtually no impact on the environment,which is reasonable and avoids an additional increase in lot coverage beyond what is currently proposed. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 100% relief from the code relative to the construction of a habitable third floor,46 percent relief for the proposed excessive Gross Floor Area, and 85 percent relief for the total lot coverage. However, the Gross Floor Area as calculated is reasonable when compared to the average home size within 500 feet of the subject parcel, a technical third floor which functions as a habitable second floor is common to single-family residences in this beachfront community and within the Town of Southold in general, and the expansion of the footprint of the residence by 115 square feet for a functionally required stairwell represents an overall increase of 1.9% over the present legally established lot coverage,which is de minimis in nature. 4. Town Law V67-b(3)(b)(4). 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 install a Suffolk County Board of Health approved I/A OWTS Innovative/Alternative Onsite Wastewater Treatment System. 5. Town Law 4267-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 4267-h. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of alterations and additions to a single-family residence consisting of an expansion of the footprint, with a two-story addition measuring 7.5 feet by 15.5 feet, the addition of a habitable technical third- floor with cantilevered waterside balcony establishing a Gross Floor Area of 3,066 square feet and lot coverage of 37.3% 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 Planametito,seconded by Member Lehnert,and duly carried, to GRANT the variances as applied for,and shown on the proposed site plan, second floor demolition plan,proposed floor plans,proposed elevations,labeled SD-1 through SD-7,prepared by Anthony M. Portillo,Registered Architect and dated September 2#,2023. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall install a(I/A OWTS)Innovative/Alternative Onsite Wastewater Treatment System approved by the. Suffolk County Department of Health Services. Page 5,October 19,2023 g #7809,Lazos SCTM No. 1000-59-1-1 2. The building shall meet New York State Building Code relative to the use of a third floor and pursuant to the NYS Building Code,the applicant shall install a fire suppression system. 3. The applicant shall receive approval from the Southold Town Board of Trustees. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVALS) GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision,or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order,and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings,site plan and/or survey cited above,such as alterations, extensions, demolitions,or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3) years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one(1)year terms.IT IS THE PROPERTY OWNER'S. RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board.- Ayes: Members Planamento, Lehnert, Weisman, Acampora, and Dantes. This Resolution was duly adopted(5-0). eslie Kanes Weisman, Chairperson Approved for filing/01 / /2023 a Westermann, Donna � GI, � From: Robert Herrmann _.. ..._..__.__..i> Sent: Monday, March 24, 2025 1:16 PM � To: Fuentes, Kim Cc: Westermann, Donna; Stephens, Kim ecej\/ed Subject: Casarona, Appeal#7995 PH April 3, 2025 at 10:00 AM Attachments: Casarona ZBA.pdf MAR 2 4 2025 Kim, Zoning Board of Appeals Attached is a more extensive photo array that highlights the area surrounding the subject parcel,including neighboring dwellings that I referenced in the narratives submitted with our application. As I plan to make reference to them during the hearing on April 3rd,figure I might as well submit them for the record now rather than waiting to do so at the hearing. Please let me know how many hard copy sets we should submit and we can get them dropped off tomorrow. Thanks, Rob Robert E.Herrmann,MEM Coastal Management Specialist En-Consultants 1319 North Sea Road Southampton,NY 11968 Phone:631-283-6360 Fax: 631-283-6136 Email:. i www.enconsultants.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 THE JOSEPH CHARLES CASARONA TRUST, 55 GLEN COURT, CUTCHOGUE �� I a tr ON Y S idgtg n A� i Figure]. Looking north toward Long Island Sound over vacant parcel to be improved with single-family dwelling and accessory swimming pool. wRt. ku. r * f t. 4 Figure 2. Looking south from top of bluff over vacant parcel to be improved with single-family dwelling and accessory swimming pool;and at adjacent dwellings to south and west. THE JOSEPH CHARLES CASARONA TRUST,55 GLEN COURT,CUTCIM ����x r 4' zb• ��J �' 1 ,. •y f T P , TS► - �' � t I � ! 4 �F:tl�� �� ��� «( �� � � �7 r c �,^Jf I � �1 f I��� \ ��'• �� f Figure 3. Looking east from subject property toward Glen Court(right)and adjacent vacant parcel to east(left). 41 ( M � :f J 1 ` _ ��� I•< trtf ' F �� ��� �� a! ��.°}�435 ��vl�//� I.P i� ill '.•�F{�44 1 �'C�•- 1�� � 11 .: � ��� i !I� � � f �'�i3't- F J1 X ~N Ytf ;j$;1 1 orf"r ��,J{� y;�7' y ��r �r�•; �, 1 1 fi f 1 , dP�1 r f '� —^� ,,� t � .+f .e rF�n s +� o� ��. •�; ��`, �t""',t,�YT� +�d�; A a ,p,.,� yt�. .{ 1 �, u ,�f �' rb f ` ,[`d N�y4 ; C l,�tL f L �.. /Y 1� ,C i1•'>. C' '!� ) v. �. �s.i'!� '1r Ft *14" .. Figure 4. Looking west from Glen Court toward subject parcel imd adjacent dwelling to west THE JOSEPH CHARLES CASARONA TRUST,55 GLEN COURT,CUTCHOGUE MAR 2 4 51 I Figure 5. Looking south from subject property at adjacent dwelling to.wuth (705 Birch Lane, 4,830 sf permissible GFA). F-- A _ S ;s , IW �;.a�Qy.� �� t c'ti4y t � n �:�pu `3i�tX.Y j,-�"✓ 'V?� q'r•. J - a t -�`� / f t i` � i y, Figure 6. Looking west from subject property at adjacent dwelling to west(8869 Oregon Road,4,716 sf existing GFA). THE JOSEPH CHARLES CASARONA TRUST, 55 GLEN COURT,CUTCH%nE-'ive, r Nll�illll([;II I(IJI f !I!1�IIIIi1f Pill 311 III1)I11� l 1=11111101111 1111 �l �Ii ��, !, lilt] ✓rya#-..-''S."3 a'M E^ �. W 4� 1,7 a Figure 7. Looking south at adjacent dwelling to west(also see Figure 6). f� i 11!_0 91',illllill�lil 1i�1"� (P719 , r _ r t Figure 8. Looking south at dwelling located two properties to west(8871 Oregon Road,3,263 sf existing GF,1). LEGAL NOTICE Jv r S( TOLD TOWN ZONING BOARD OF APPEALS JJJJ -IURSDAY,APRIL 3,2025 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN,pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning),Town cz of Southold,the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall,53095 Main Road,Southold,New York 11971-0959,on THURSDAY,APRIL 3,2025: �"�\ (0�1 V The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is 1 happening via ZOOM WEBINAR. Details about how to tune in and make comments during the PUBLIC HEARING are on the Town's website agenda for this meeting which may be viewed at http://southoldtownny.gov/agendacenter. Additionally,there will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 10:00 A.M.-JOSEPH CHARLES CASARONA TRUST#7995-Request for Variances from Article X0(11,Section 280- 116A(1);Article XXIII,Section 280-124;Article XXXVI,Section 280-207A(b);and the Building Inspector's October 15,2024,Amended November 14,2024,Notice of Disapproval based on an application for a permit to construct a new single family dwelling and an accessory in-ground swimming pool;at 1)less than the code required minimum front yard setback of 40 feet;2)located less than the code required 100 feet from the top of the bluff;3)gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area;located at: 55 Glen Court,(Adj.to the Long Island Sound)Cutchogue. SCTM No.1000-83-1-36.1. 10:10 A.M.RAINER GROSS#7993-Request for a Variance from Article XXIII,Section 280-121 and the Building Inspector's October 23,2024 Notice of Disapproval based on an application for a permit to legalize"as built" alterations to an existing commercial building;at 1)a non-conforming use building shall not be enlarged,altered, extended,reconstructed,or restored or placed on different portion of the lot or parcel of land occupied by such use;located at:35315 Route 25,Cutchogue,NY. SCTM No.1000-97-1-14. 10:20 A.M.-PHILIP LORIA#7498—(Adjourned October 6,2022 and Amended)Request for Variances from Article XII,Section 280-18;Article XIII,Section 280-56;and the Building Inspector's February 5,2021,Amended November 22,2024 Notice of Disapproval based on an application for a permit to construct a single family dwelling on a pile foundation;at 1)located less than the code required front yard setback of 35 feet;2)located less than the code required rear yard setback of 35 feet;located at: 1090 First Street,(Adj.to Cutchogue Harbor)New Suffolk, NY.SCTM No. 1000-117-7-31. 10:30 A.M.-CRAB COVE,LLC #7998-Request for a Variance from Article 111,Section 280-14 and the Building Inspector's December 3,2024 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling;at 1)less than the code required minimum rear yard setback of 85 feet;located at:12060 East Main Road,(Adj.to the Chocomont Cove)Fishers Island, NY. SCTM No.1000-3-2- 4.3. 10:40 A.M.-CHRISTOPHER AND SOFIJA SHASHKIN #7999-Request for Variances from Article XXIII,Section 280-124;Article XXXVI,Section 280-207;Article XXXVI,Section 280-208 and the Building Inspector's November 15,2024 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling;at 1)less than the code required minimum front yard setback of 35 feet;2)less than the code required minimum side yard setback of 10 feet;3)less than the code required minimum combined side yard of 25 feet;4)more than the code permitted maximum lot coverage of 20%;5)gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area;6)the construction exceeds the permitted sky plane as defined in Article I,Section 280-4 of the Town Code;located at: 1105 Captain Kidd Drive,Mattituck,NY..SCTM No. 1000-106-5-12. 10:50 A.M.-HUGH BENEDICT MCBRIDE AND LEAH ELIZABETH VOLK#8000-Request for a Variance from Article XXIII,Section 280-124;and the Building Inspector's October 28,2024, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling;at 1)less than the code required minimum front yard setback of 35 feet;located at:1180 Navy Street,Orient, NY. SCTM No. 1000-25-4-4. 11:00 A.M.-PETER AND DONNA RUTTURA#8002-Request for a Variance from Article XXII,Section 280-116A(1) and the Building Inspector's January 21,2025 Notice of Disapproval based on an application for a permit to construct an accessory in-ground swimming pool;at 1)located less than the code required 100 feet from the top of the bluff;located at:900 Sound Drive,(adj to Long Island Sound)Greenport,NY. SCTM No.1000-33-4-4. 1:00 P.M.-NORTH ROAD HOTEL, LLC, HOTEL MORAINE#7927SE—Adjourned from January 9,2025)Request for a Special Exception pursuant to Article VII,Section 280-35B(4)and the Building Inspector's January 24,2024 Notice of Disapproval based on an application for a permit to construct a new motel building(10 units)and to build an addition to an existing motel building(4 units)upon a parcel that measures 3.251 acres in total area,at; located at 62005 County Road 48,(Adj.to Long Island Sound)Greenport, NY SCTM 1000-40-1-1. 1:00 P.M.—NORTH ROAD HOTEL, LLC/MOTEL MORAINE#7953—(Adj.from January 9,2025)Request for a Variance from Article VII,Section 280-35B(4)(a)and the Building Inspector's January 24,2024,Notice of Disapproval based on an application for a permit to construct a new motel building(10 units)and to build an addition to an existing motel building(4 additional units)at; 1)parcel is less than the code required minimum size of five(5)acres;at:62005 County Road 48,(Adj.to the Long Island Sound)Greenport, NY. SCTM No. 1000-40-1-1. The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing,and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals (ZBA)\Board Actions\Pending. Link:http://24.38.28.228/WebLink/Browse.aspx?id=935072&dbid=0&repo=TownOfSouthold. Please note the date to submit written comments to this office will be the Friday prior to the public hearing. After that date,no documents will be accepted by this office,but can be submitted to the Board Members during the public hearing. If you have questions,please telephone our office at(631)765-1809,or by email: kimf@southoldtownny.gov. Dated: March 20,2025 ZONING BOARD OF APPEALS,LESLIE KANES WEISMAN,CHAIRPERSON By:Kim E.Fuentes 54375 Main Road(Office Location) P.O.Box 1179,Southold,NY 11971-0959 38d95971 �southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times State of New York, County of,Suffolk County, The undersigned is the authorized designee of The Suffolk Times,a Weekly Newspaper published in Suffolk County, New York.I certify that the public notice,a printed copy of which is attached hereto,was printed and published in this newspaper on the following dates: 03/27/2025 This newspaper has been designated by the County Clerk of Suffolk County,as a newspaper of record in this county, and as such,is eligible to publish such notices. ex& ,'t-ai " t��� Signature Christina Henke Rea Printed Name Subscribed and sworn to before me, This 28 day of March 2025 Digitally signed DOUGLASWREA by douglas w rea Notary Public•State of New York Date: 2025.03.28 NO.01RE6398443 18:48:27 +00:00 Qualified in Albany County My Commission Expires Sep 30,2027 BOARD MEMBERS OQF SO�jl Southold Town Hall Leslie Kanes Weisman, Chairperson ,` 53095 Main Road•P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. V Office Location: Nicholas Planamento • �O Town Annex/First Floor Margaret Steinbugler �lij'COU 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, APRIL 3, 2025 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning),Town of Southold, the following "IN PERSON" public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY, APRIL 3, 2025: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. There will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 10:00 A.M. - JOSEPH CHARLES CASARONA TRUST #7995 - Request for Variances from Article XXII, Section 280-116A(1); Article XXIII, Section 280-124;Article XXXVI, Section 280- 207A(b); and the Building Inspector's October 15;_2024, Amended November 14, 2024, Notice of Disapproval based on an application for a permit to construct a new single family dwelling and an accessory in-ground swimming pool; at 1) less than the code required minimum front yard setback of 40 feet; 2) located less than the code required 100 feet from the top of the bluff; 3) gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area; located at: 55 Glen Court, (Adj. to the Long Island Sound) Cutchogue. SCTM No. 1000-83-1-36.1. The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: htt :2�3.8.28.228/WebLink/Browse.aspx?id=935072&dbid=0&repo=TownOfSouthold If you have questions, please telephone our office at(631)765-1809, or by email: kimf@southoldtownny.gov. Dated: March 20, 2025 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 ��oStf FO(�c Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 01 o - Z Southold,New York 11971-0959 Fax(631)765-9064 ZONING BOARD OF APPEALS DATE: March 3, 2025 RE: INSTRUCTIONS FOR PUBLIC HEARING Dear Applicant; The April 3, 2025 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing(Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. Below, please see instructrions required to prepare fir, heZBA public hearing which includes: PLEAS+E READ CAREFULLY. 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing,to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than March 26, 2025. To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If Your sign is damaged, please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of your property.If a Board member reports that there is no signage visibly on display as required by law,your scheduled hearing will be adiourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by March 26,2025, verifying that you have properly mailed and posted. Please attach a photograph of the posting on your property with Your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. MAILING INSTRUCTIONS: Please send by tSPS Certified Mail Return Recei . the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. We Instructions for ZBA Public Hearing Page 2 ask that you send your mailings promptly so that if any piece is undeliverable, you can reach out to your neighbors to request their mailing addresses, and re-mail. Mailing to be done by March 17,2025. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kimf(c�r�,southoldtonm.gov or elizabeth.sakarellos@,town.southold.Liy.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting "as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors>Assessment Books/Tax Rolls> hftps://southoldtownny.aov/DocumentCenterNiew/10528/2024-FinalAssessRoll hM1FIRROMANT h I OI NIS: 1505505H ema�iil the US+PS mauling receipts, green siignatullre cards and affidavits to �f��soju�tho..ld�UN ny.go�, and ** PROM�P�T�LY iT}S9PS MAhL** the OO�RIGhNALS to the Town of Southold, ZBA, P.O. Box 117,�9, Southold, N!Y 1,19y7t1. Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter SS of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. ***PLEASE NOTE*** : THE LAST DAY TO SUBMIT WRITTEN DOCUMENTS TO THIS OFFICE FOR THE BOARD MEMBERS WILL BE THE FRIDAY PRIOR TO THE PUBLIC HEARING. AFTER THAT, NO DOCUMENTS WILL BE ACCEPTED BY THE OFFICE BUT CAN BE SUBMITTED TO THE BOARD MEMBERS AT THE PUBLIC HEARING. Kim E. Fuentes—Board Assistant laserfiche Instructions G for Zoning Board of Appeals Records o g pp s 1 t• �i,4� 0 P,V. ,iearch 4 f NIEDIA overnmen Services > TOO." 7"e Y its ONTA •, i' _ 1�� fir,( ���iii IOTO it TIP 7 "d 7 i £, 11Tohfy Me®, •Maps .`r Agendas BE .Town Code Chiline Payn- _ Toc- ,"da Forms I a - Ssgrt uP to receive 'Minutes FasilY pay.Y�tir bills .W&1fi*/Lwerfich. Fcrm_s/Applicanons jl i.., ,_.nnn5rarinn:..�:_ - a.....�.....v..n...:.r...:r.s.�..r..n3o..._.._..�_.�.�.,vw.._..a....._...�nnhn .....�....®.,d.....»..w.--..._.,.> Above: Homepage,Click on Link"Town Records"Weblink/Laserfiche Laserfiche WebUnk arywebunk! Help i About i Sign aic Horne Browse Search TownOfSouthold TownOfSouthold Name Page count .Template name _ ___ .._.. .._. _ - 'y Town Oerk 2 Entry Properties - - ------ _``� ` �' �]Town Historian Path Trustees 170 nOfSouthold Zoning Board ofAppeals(ZBA) creation date - 5/5201411;52:41 AM Page 2 of 2 First a 1 2 29 Entries Last modlfled WI 8:06:27 AM A Metadata No metadata assigned Above: -The second of two pages you will find "Zoning Board of Appeals (ZBA)" in the list of Town of Southold Departments. Click the Zoning Board of Appeals(ZBA)folder/link. Laserfiche Instructions ZBA Files Page 2 Laserfiche WebLink Mywebunk I Help Abouc I Sign Ouc Home Browse Search TownOfSouthold>Zoning Board of Appeals(ZBA) Zoning Board of Appeals rvame Page count Template name (ZBA) `\ Alphabets lIndex R Entry Properties 7 Board Actions Laserfiche Search Guides Path Meeting Schedules To Ti IsoulholdtZoning Bud1 of Appeals(ZBA) Minutes/Agendas/Legal Notices/Heanngs Creation date w Pending 7/1U2001 1117:16 PM �-)Reports Last modified ^Special Event Permits 5/23/2017 11:07:14 AM r,Training Requirements ZBA Officials A Metadata n, ZBA Policies No metadata assigned IJ,Exceptions List Code 2861 oC(3) 1 jurisdiction Listing 1 ZBA Book of Mapped 1977 Existing Lots 189 ocW ure&Results :oMhreltvPap-smear.Uses2 in Bulk Schedules 5 Agreements.Contracts&Leases Page 1 of 1 14 Entries Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions"folder to open. 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' #7385 SE-Fried 1000-50-1-13.1 No metadata assigned ' #7386 860 Bayvlew Drive-LLC 1000-37:5-10.1 #7387 Hard Corner 1000-61-4-1 #7387 Hard Corner-SITE PLAN-Arch Plans 1000-61-4-1 #7388-Minton Irrev.Trust 1000-128:2-20 #7389 Benic 1000-71-1-4 pal 00D-88-1-1.5 Page 1 of 1 Above, Lists all Pending Applications under Board Actions/Pending URL Address, Link is http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0 Laserfiche Instructions ZBA Files Page 3 Laserf ehe WebLink o-NWebmx. Hep About Sign Out Home Browse Search TownOfSouthold>Zoning Board of Appeals(ZBA)>Board Actions Board Actions Name Page count Template name ---- -- -- -- a-i 1957-1979 Entry Properties .: .... _.. .. — .. I ,3 1980-1999 Path sn 2000 TownOfSouthold\ZoniN Board ofAppealS(ZBAI1Board Actions L 2001 Creation date i>""]-2002 7/102001 1221:55 PM J 2003 Last modified 2004 3312 92 01 7 1 1 3 6:07 AM 2005 Metadata - [_]2006 No metadata assrgned -1 2007 ��I 2008 '_l 2009 ffiPcults n 2010 dtwPap-smearaUsed �2 2011 2012 J 2013 1-„t-2014 2015 2016 2017 t3 Pending —hmlth1ir.c.Whea1t1VP.P--.1Uses2 n---r-r I Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in"Pending". come er-se search .o CIS6ptnmd>Zoning aoardorApptalsl26A1.Beam Actors>2on 2017 ^ire a siss 3g: 9oard Actions z Entry Roperties it o97g 7g Board Poore: Pat, '$c.7 Be aaaN.allons r„orsa,traxnz�anen d Appeah(ZM)Iroard -''1WI IW 9oard arpers X1h—t1'r — a6 Board AWoro Creailondah, ro11 75 aoarO AR�ans i-2011 Rt9:17 PM b.701� 7s 9oard Pttwrs Y2N20179:2i+SI AZ,1 $'01a 116 3oard Acbrrs a 7o1s s7 ao,ra A<uom s aAetaaatn '�7o1a 93 9oara aswrs / --mach "An", a"- It ro Board A[tpns 7013 56 9o+.d Actions sa 90+r0AtCarrs Tom so Bo+ra Amors 3 7-1 59 Board Pmons a roa: 76 adm�: 3 7023 gas —d- -S—4 6e aoarl xuars 7>:m7s ng eoxd noon: 3 70_'6 73 aa+rd Aaiorn -7 so apart Amarc 3 7o2g s3 aomdamons a.7 9 3 aoxe ncl�o�n a.ma.c a aram a,n.,. Above: See listed File Numbers. Click on file you are searching. Laserfiche Instructions ZBA Files Page 4 Cashel ----------- Above: In addition searching by file no.You can also use the above search tool by typing the name or title of the applicant. Laserfiche WebLink M Home Browse Search Custom-Search sort results by: Relevance Records Mariag—tnt Search 97016 Field name Board Actions.83 page(s) Choose field Page count:83 Template name:Board Actions Page 3 Colin and Kristen Cashel PROPERTY LOCATION:162 Lower Shingle Hill.Risher- Page 4 19.2017*7016.Cashel SCTM No.1000.9-1-26 minimus approval to rerno Page 5—y 19.2017 97016.Cashel SCTM No.10001-9-1.26 GRANT.the wrtamce5 as SearC terms Page 9 COLIN&KRISTEN CASHEL SECTION 009 BLOC Page 20...Thomas Ahlgren(Cashel),PO Box 342 Rshers I�tnc[.NY Show more information 7018 Board Actions-56 page(SI Page count S6 Template name:Board Actions Page 48-9:30 AM:COLIN CASHEL AND Variances under Article Id Section.ANN... Page 48 ance(s)KRISTEN CASHEL97016-Request proposed trellis located in other tha z; Show more information... Above: Shows you files that can be found using a phrase, name or title. Or you can search by Tax Map No. (District, Block and Lot) using the format 1000-111.4-1. My WebUck I Help About i 5ii Laserfiche Web Link _ Home Browse Search TowriOfSouthold�Zoning Board of Appeals(ZBA)>M[nUtes/Agendas/Legal Notices/Hearings Minutes/Agendas/Legal Name Page count Notices/Hearings cif 1957-1979 2 Entry Properties 1980-1999 20OD-2009 Path 2010 Town0l'Southold\Zoring Board OfAPPeaIS 2011 (ZBA)1NUnutes1Agenda5/l-e&aI 2012 NOticeslHeadngs Creation date 2013 WI W'001 2:57:40 PM 2014 Last modified 2015 12/1 61201 6 2:15:14 PM 2016 A Metaclata 2017 No metadarta assigned Page I of I 11 Enb L.'S­ Above: Also, Minutes,Agendas,and Hearing Transcripts can be viewed. Laserfiche Instructions ZBA Files Page 5 Laserfiche Web Link klywebunk I Help I About I Home Browse search TownOfSouthold>Zoning Board of Appeals(ZBA)'Minutes/Agendas/Legal Noticesiliearings>2017 2017 Name page count Template name — - --- .�j ZBA-01/0512017 7 Entry Properties - -j ZBA-01105/2017 Agenda 4 Path ZBA-01/052017 Hearing 40 1 ownOfSoighold\7-nning Board ZBA-01l05/2017 LN 3 Of Appeals (ZEA)\MinutesiAgendashegal '�ZBA-01119/2017 2 Notices/Hearings\2017 ZBA-01/1 91'201 7 Agenda 2 Creation date 1 211 6/201 6 2:15:14 PM ZBA-0210212017 7 Last modified .:!ZBA-02102/2017 Agenda 4 6/19/2017 a:53:59 PM e:ZBA-02/022017 Hearing 45 A Metadata ZBA-0210212017 LN 3 ZBA-02/16/2017 Agenda 3 No meladata assigned ZBA-02/1 6/201 7 special 3 _edure&Results ZBA-03/022017 7 �MhealtlJpap-smea6Uses2J .W:ZBA-03102/2017 Agenda 4 --- -1 ZBA-03/02R017 Hearing 65 `ZBA-0310212017 LN 3 2�ZBA-0 311 61201 7 Agenda 3 ZBA-03116/2017 Special 3 d ZBA-0410612017 5 ZBA-=0612017 Agenda 4 ZBA-ON06/2017 Hearing 45 Above: Agendas, Minutes and Transcripts are in chronological order. Revised 6/15/2020 A ;Isrl � The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold The application- will ALSO be available VIA ZOOM WEBINAR - Follow link - httpo.//southoldtownny.gov/calendar.aspx NAME : J . CASARONA TRUST #7995 SCTM #.m 1 000-83- 1 -36 . 1 VARIANCE: BLUFF SETBACK, YARD SETBACK, EXCEEDS GROSS FLOOR AREA REQUEST: CONSTRUCT NEW SINGLE FAMILY DWELLING AND ACCESSORY IN- GROUND SWIMMING POOL DATE : THURS. , APR. 312025 10:00 AM You may review the file(s) on the town's website under Town Records/Weblink: ZBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Appeal No. SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: MAILINGS The Joseph Charles Casanpna Trust (Name of Applicant/Owner) 55 Glen. Court, Cutchogue SCTM No. 1000- 83 - 1 - 36.1 (Address of Property) (Section, Block & Lot) COUNTY OF SUFFOLK STATE OF NEW YORK I, ( ) Owner, ( XX) Agent Rohent E. Herrmann PBA En-Consultants XMgiiia*Xtc 1319 North Sea Road Southampton New York, being duly sworn, deposes and says that: On the 17th day of March , 20 25, I personally mailed at the United States Post Office in Snut-hampton ,New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll Verified from the official records on file with the (Xy) Assessors, or ( ) County Real Property Office, for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applicant's property. ignature) Sworn to before me this 19th day of March , 2025 KIM H. STEPHENS Notary Public-State of New York No.01 ST5015931 (Notary Public) Qualified in Suffolk_County My Commission Expires August 02,20 S PLEASE list on the back of this Affidavit or on a sheet of paper, the lot numbers next to the owner names and addresses for which notices were mailed. All original USPS receipts and mailing confirmations to be submitted to the ZBA Office along with this form completed, signed and notarized. SCTM#1000-95-1-10 MS Garvey Thompson Trust 350 Beal Street,Apt. 2323 Hingham,MA 02043 SCTM#1000-95-1-11.4 North Fork Haven LLC 25 Spruce Drive Roslyn,NY 11576 SCTM#1000-83-1-37 (road) Birch Hills Property Owners Assoc. PO Box 1241 Cutchogue,NY 11935 STM#1000-83-1-2 Marcus R. Bryan Revocable Trust Timothy M.Bryan 255 Glen Court Cutchogue,NY 11935 SCTM#1000-83-1-26 J Casarona Revocable Trust 705 Birch Lane PO Box 1149 Cutchogue,NY 11935 SCTM#1000-83-1-4 Birch Hills Property Owners PO Box 1241 Cutchogue,NY 11935 SCTM#1000-83-1-33.1 Ertan F.Yenicay 78 Stillwell Lane Woodbury,NY 11797 U.S. Postal Service- ec /I 1 0- (� CERTIFIED t3RECEIPT Domestic 117 d I Postal ■ rT 1 Certified Mail Fee ru O $ `� •' • —0 Extra Services&Fees(check box,add fee as appropriate) � rU ❑Return Receipt(hardcopy) $ f ' ❑Return Receipt(electronic) $ ¢ r`��P'o7�•'�'' /k/�} ...0 • p `< '''`� r ���:':< � r 1 t,•`� �r> , 1:3 ❑Certified Mall Restricted Delivery $ r` []Adult Signature Required $ MCertified Mail Fee `•" -r . rU [:]Adult Signature Restricted Delivery$ $ `( Postage .0 Extra ServlCeS&Fees(check box add/ee as appropriate) O $ _ - -_ - - ,_._.___' rU ❑Return Receipt(hardcopy) $ 5.j•"„ 1 r9 Total P, ❑Return Receipt(electronic) $ S rk (` C ❑Certified Mail Restricted Delivery $ MAR 202 ; O $ MS Garvey Thompson Trust ru []Adult Signature Required Sent TG y p ❑Adult Signature Restricted Delivery$ r Lri sireei's 350 Beal Street,Apt. 2323 Postage -.---".: Ln Hingham, MA 02043 •---------- ! C3 $Total r ' Er City st o $ I I Casarona Revocable Trust • se '� Q- ;_'� 705 Nrch Lane ------------ Er Slieet Ln PO Box 1149 Postal � Ciiy s Cutchogue,NY 11935 a ru CERTIFIED MAILPRECEIPT Ln Domestic Mail Only For delivery inforrnatiion�Visit our Website at www.usps-como. P• rn MAIL M Certified Mail Fee Domestic Mail Only O $ . Extra Services&Fees(checkbox,addfeeasappropriate) (U El Return Receipt(hardcopy) $ 4 []Return Receipt(electronic) $ P Stmark �'"� w-,€ z.< .•€.-� •( .a...? ,) ,,. �, >F,:".�' I"-4-^= O ❑Certified Mall Restricted Delivery $ ye 20G► fT I Certified Mail Fee r"' []Adult Signature Required $ 9_�. (+ I O $ ( � C7 ❑Adult Signature Restricted Delivery$ ' ..0 Extra Services&Fees(check box,add lee as appropriate) ' V7 ,• rl.l El Return Receipt(hardcopy) $ ` Postage -�C• ❑Return Receipt(electronic) $ Postmark ••r,�!' 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Postage cc $ireaia PO Box 1241 A $Ln r-9 Total Pc City Sri Cutchogue,NY 11935 ----- r%- $ Ertan F.Yenicay • Cr senrrol 78 Stillwell Lane � srreerai Woodbury,NY 11797 Postal Service 0 Ciiy Sia L0 CERTIFIED oRECEIPTEr - Domestic Mail Only MCertified Mai(Fee $ J r0 Extra Services&Fees(checkbox,add fee as appropriate) j rU ❑Return Receipt(hardcopy) $ ❑Return Receipt(electronic) $ //r• �P, t� k ' C-3 ❑Certified Mall Restricted Delivery $_ J H r ZOZ � f%- ❑Adult Signature Required $ ru []Adult Signature Restricted Delivery$ ! Lr) Postage 71, O r-9 Total Posta o $ Marcus R Bryan Revocable Trust- Sent To Timothy M Bryan CO si`aaie"d' 255 Glen Court 'n ------ Er c)i�_iaie,'. Cutchogue,NY 1 �vfg1 SECTIONCOMPLETE THIS . • A.Signature ■ Complete items 1,2,and 3. � 0 Agent ■ Print your name and address on the reverse X E3 Addressee so that we can Rturn the card to you. B. Received by(Pri d Name+ C.Date of Delivery ■ Attach this card to the back of the mailpiece, nIS� ` 1 or on the front if space permits. 1. Article Addressed to: D. Is delivery a dress differentrfram item 1? E3 Yes if YES,enter delivery address below: ❑No I I Ertan F. Yenicay 78 Stillwell Lane 3. Service Type ❑Priority Mail Express® 17 Adult signature [3 Registered Mail"11 Woodbury,NY 11797 ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted• Certified Mail@ ❑Delivery a Confirmation" [3 Mail Restricted Delivery gnat ❑Collect on Delivery El Signature Confirmation ---- ---— - ❑Collect on Delivery Restricted Delivery Restricted Delivery Mail 9589 �0710 5270 2603 6649: :14` : :IallResteiotedDeuvery Domestic Return Receipt PS Form 3811,July 2020 PSN 7530-02-000-9053 I . . DEL SENDE. COMPLETE • r1iry ■ Complete items 1,2,and 3. 0 Agent■ Print your name and address on the reverse ❑Addresseeso that We Can return the card to you. ted Name) C.Date of Delivery■ Attach this card to the back of the mailpiece, or on the front if space permits.1. Article Addressed to: s different from item 1? ❑Yesivery address below: f]No 'i North Fork Haven LLC i 25 Spruce Drive 3. Service Type El Priority Mail Express@ 1) ❑Adult Signature ❑Registered MailT"' Roslyn,NY 11576 ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted, ertified Mail@ Delivery ❑Certified Mail Restricted Delivery ❑Signature Confirmatic" ❑Collect on Delivery [I Signature Confirm. on Delivery Restricted Delivery Rest ted ne+ 9 ArriMo eu. .e CJ 2 9589 1071'0 5 2 Z `:2 6 43 a 6 6 4i9 4� Maii Restricted Deese,ry (over$500) �- poYliey t ;ipt I. PS Form 3811,July 2020 PSN 7530-02-& J-9053 _ ----- - -- C CV DEL!VERY, • • at ■ Complete items 1,2,and 3. A. Sign ure [3 Agent ■ Print your name and address on the reverse X L ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C.Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. E3 Yes 1. Article Addressed to, D. If YES.Is nter delivery address address different from item i? s below: E3 No I Birch Hills Prop Owners Assoc. ❑Priority Mail Express@ 3. Service Type PO Box 1241 ❑Adult Signature O Registered MailTR Cutchogue NY 1193 5 ❑ Delivery dult Signature Restricted Delivery ❑Registered Mail Restricted ertified Mail@ ❑Certified Mail Restricted Delivery ❑Signature Confirmatiorim El Collect on Delivery 13 Signature Confirmation - - - E3 Collect on Delivery Restricted Delivery Restricted Delivery 2 prFirtla nh�mhnr frranefor frnm soroino fahcll • i I i i i 9 5'8 9 p7 y p 'S 2 7 0'2 6 b 3' 6 6 4 8 91 I Restricted Delivery-77 ?i Domestic Return Receipt PS Form 3811,July 2020 PSN 7530-02-000-9053 _ i 4/4/25,9:08 AM USPS.com@-USPS Tracking®Results ALERT: SEVERE WEATHER IN THIc 6OUTHEAST AND CENTRAL U.S ANL--_•-,INTER STORMS IN ... USPS Tracking® FAQs > Tracking Number: Remove X c 9589071052702603664 7 Copy Add to Informed Delivery (https://informeddelivery.usps.com/) Latest Update Your item was picked up at the post office at 1:56 pm on March 24, 2025 in HINGHAM, MA 02043. m Get More Out of USPS Tracking: a USPS Tracking Plus® v Delivered Delivered, Individual Picked Up at Post Office HINGHAM, MA 02043 March 24, 2025, 1:56 pm See All Tracking History What Do USPS Tracking s , SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY j ■ Complete items 1,2,and 3. ,.. ;�::•=_ Y A.S7%e Text & Email Updates ■ Print your name and addresserfthe�ieverse, X �M( Agent so that we can return the card:to.you`" �zwr. 'r: ❑Addressee I. ■ Attach this card to the back of the mailpiece, B. Received b ame) C.Date of Delivery j or on the front if space permits. NAB MA 0 USPS Tracking PIusC 1• ArticleAddressedto: D. I ddressdie t temi? Yes ! cieiivery.;add s be w: p No MAR 24 2025 Product Information MS Garvey Thompson Trust z. w i 350 Beal Street, Apt. 2323 3. Servi Type v ❑Priority Mail Express@ ❑Adult Signa USPS ❑Re ,m Hingham,MA 02043 J13 Adult Signature 1Ve gistered Mail ` Certified MailQ ry ❑Registered Mail Restricted Delivery Certified Mail Restricted Delivery ❑Signature Confirmationin ! Collect on Delivery ❑Signature ConfirmationTrack Another Package _�_�_ ___ C jl ,.. Delivery Restricted Delivery} Restricted Delivery 9589 `0 71 0: `5 2.7 0 ` 2 6`0 3 6 6`4 9 0 7' l Restricted Delivery— PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt https:gtools.usps.com/go/TrackConfirmAcUon?tRef=fullpage&tLc=2&text28777=&tLabels=9589071052702603664907°/u2C 1/2 4/4/25.9:08 AM USPS.com@-USPS Tracking@ Results ALERT: SEVERE WEATHER IN Thm SOUTHEAST AND CENTRAL U.S ANL, ..INTER STORMS IN ... USPS Tracking® FAQs > GG� Tracking Number: �� � Remove X 9589071052702603664921 Copy Add to Informed Delivery (https://informeddelivery.usps.com/) Latest Update Your item was picked up at the post office at 1:46 pm on March 27, 2025 in CUTCHOGUE, NY 11935. Get More Out of USPS Tracking: Q USPS Tracking Plus® Delivered Delivered, Individual Picked Up at Post Office CUTCHOGUE, NY 11935 March 27, 2025, 1:46 pm See All Tracking History What Do USPS Trackingk SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ¢ j ■ Complete items 1,2,and 3. A. Signature k ■ Print your name and address on the reverse X 0 Agent Text & Email Update) so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery f or on the front if space permits. 1. Article Addressed to. D.Is delivery address different from item 1? ❑Yes USPS Tracking Plus 4' If YES,enter delivery address below. ❑No !1 Product Information+ J Casarona Revoeable Trust ` l 1 705.Birch Lane 4 jPO Box 1149 3. service Type ❑Priority Mail Express® ` ❑Adult Signature ❑Registered Mairrm ! Cutchogue,NY 11935 ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted i }IXKertifted WHO Delivery ❑Certified Mail Restricted Delivery ❑Signature Confirmatlan*M -u, ❑Collect an Delivery 17 Signature Confirmation .,J.j: ,_.,.:��__..ru «___—_ r� •-�Delivery Restricted Dellve Track Another Package 1 ry :Restricted Delivery 9 9589 t 07°10 5270 2603 : 66i49i 81 1', aiRestrlced'Delfvery over V`'-. i PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt I https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=9589071052702603664921%2C 1/2 SENDER: COMPLETE THIS • . ■ Complete items 1,2,and 3. j"sl j ❑Agent s ■ Print your name and address on the reverse / ❑Addressee { so that we can return the card to you. i ■ Attach this card to the back of the mailpiece, B;"Received by(Printed Name) C. Date of Delivery 4 or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes ,i ` If YES,enter delivery address below: ❑No r i I Birch Hills Prop Owners PO BOX 1241 3. Service Type PriorityMailExpressA ' ❑Adult Signature. 6 ❑Registered MailTM Cutchogue,NY 1193 5 ❑Adult Signature Restrcted Dblivery ❑Registered Mail Restricted ertified Mail® Delivery ❑Certified Mail Restricted belivery ❑Signature ConfirmationTM "`- '- -�----- -- J o ec o❑Collect n Deliverlr -- r�,r,`` ❑Signature Confirmation I 2. .. _ .r._ r ____• n r.nu�t�n nelivery Restriit eii Delivery Restricted Delivery 9 5 8 9 �710 5 2 7 0 2;6 p 3: 6 6 4 9 38 MIA; Deliveryi PS Form 3811,July 2020 PSN 7530-02-000-9053 IS'sE�CTIQN ON DELIVERY . - . • A. Signature f ■ Complete items 1,2,and 3. ❑Agent ■ Print your name and address on the reverse X 93 ❑Addressee so that we can return the card to you. B ed by(Printe. Name) C. �ateolivery ■ Attach this card to the back of the mailpiece, ;or on the front if space permits.1. Article Addressed to: D Is deliveryaddress cliff nt from item 1? If YES,enter delivery address below: ❑No I i Marcus R Bryan Revocable Trust I Timothy M Bryan 25 5 Glen Court 3. Service Type ❑Priority Mail Express@ ❑Adult Signature ❑Registered Mai1TM ❑Adult Signature Restricted Delivery ElR Istered Mail Restricted Cutchogue,NY ertified Mail® De ery J ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM i -- -- - ❑Signature Confirmation ----- - - - _- ❑Collect on Delivery g _ _ � � �n Delmery Restricted Delivery Restricted Delivery 1589i 0710: 5270 26:03 6,649 4-5 .IlAa�l ov r$5t Mail I Restricted Delivery' , PS Form 3811,July 2020 PSN 7530-02-000-9053 i7orn�Strc Rturn:Receipt ; : A- TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK c AFFIDAVIT OF In the Matter of the Application of: POSTING The Joseph Charles Casarona Trust (Name of Applicants) I I COUNTY OF SUFFOLK STATE OF NEW YORK , Robert.E.,_, Herrmann I, 02"RgX4 DBA Fn—('nnsultants-i - 1319 North Sea Road a Southampton , New York, being duly sworn, depose and say that: I am the ( ) Owner or (X� Agent for owner of the subject property On the 19th day of March ,,'2025 , I personally placed the Town's r Official Poster on subject property located at: 55 Glen Coutt, Cutchogue• SCTM #1000-83-1-16 1 tihe poster shall be prominently displayed on the premises facing each public or private street which e property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall beset back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing of April 3, 2025 (Owner/Agent Signature) Sworn to before me this 26th Day of March 32025 (Notary Public) KIM H. STEPHENS Notary Public-State of New York No.01 ST5015931 Qualified in Suffolk County My Commission Expires August 02,20 5 } p `0+ i` r x ,i4�r�4�bfs} fy 7. 1�. �ti/1• �� /"+�\y,� ' • k�/. � �� �.rf r t4�/�.e / 1�1Y�'3fk .�'� ' r •rYYr}� V4ai•�. 6;S�vr-T� J,:. �F\...ram_` , a �t+� \f,'�. 1 r�'�}' ;.a+� ,]`�.�Y f ry�' '�y �'7 ! ..�M s y � `1 ` �, �l�t,� �� ��1�2�'.•lj��. �J y I � r �� `\ } i� wry �N .�AimAN t• ��;t,��.,. ,� �'�v,,'� ,� >14: � 1� a ';�'``'- '.J ', ` �.r �. a ,�;�� 7' �� J� t`ip� � �{, � \C C.r Id`��•,.s � .7�f t � r� yer;r�*)y}�r• '�wC i j����' >, � � h4 t //""ramµ�� �v9 y'"� h�h `�. �- ..h1' � .:� �� '{ �h. 14 � y : r, V ` �� "FY�t}','�s,.G 4'�s �� 3 s, �.: •�. ` =r<•,�I ; a '"" • 4 ' F3' ;i ''' `tom,f�.t :Y„ ka At,�, ti�,�x �fJ Li �+ ` 4L+�;,{tj t"`f��`;�, `yt• ���'J 1':�.. �W� �.�, �n - ,+�.+ J� � -,7K. jr;� ;'" -z - >'` '')ram >•` ', .�l• � ;�xt,+ r q. ♦"f�Y � .r� a r�� f• yj` r 1_ . .. Lei W*- IW _ sw�-i� „"�'�_� i1r t� , •�-.� it. �� w_�,v'. '•�' ;�'. 1 �« � 'T yak . ' �w � i'.; 'r. ,. fl ,Y r '��,P•f �.�r�J, rr'�t � .�.,{i'�•i� ��C, ►: ,r. ,� BOARD MEMBERS ��� 'Sd�Typ'. Southold Town Hall Leslie Kanes Weisman,Chairperson �O 53095 Main Road P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora N Office Location: Eric Dantes G'`�.�` �'' Town Annex/First Floor Robert Lehnert,Jr. Cp ' 54375 Main Road(at Youngs Avenue) Nicholas Planamento _ .- Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 December 17, 2024 Mr. Joseph E. Sanzano, Director 4 a Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Mr. Sanzano: Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File #: 7995 Owner/Applicant: Joseph Charles Casarona Trust Action Requested: construct new single family dwelling and accessory inground swimming pool Property Abutting: ( ) State or County Road (� Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land ( ) Boundary of Agricultural District ( ) Boundary of any Village or Town Within one (1) mile (5,280 feet) of: ( ) Boundary of any airport If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA Chairperson B � Y• Encls. Site Plan/Survey: JM2 Architecture, PC. Last dated November 19, 2024 Appendix A - County Referral Form Appendix A—Suffolk County Planning Commission Guidebook Suffolk County Planning Commission u u for Planning and Zoning Referrals Municipality: Town of Southold Hamlet: Cutchogue Local Case Number: 995 District: 1000 Section: 83 Block: 1 Lot:36.1 Local Meeting Date: 202 Application/Action Name: Joseph Charles Casarona Trust Public Hearing: Yes f No Referring Agency: Type of Referral: Planning Board or Commission ❑✓ GML239/A14-14 S.C.P.C. Regulatory Review • Zoning Board of Appeals F ISEQRA Coordination &Advisory Town Board/Village Board of Trustees Request for Informal Input from S.C.P.C. SEQRA Action: EAF Lead Agency ❑Draft Scope ❑Draft EIS Final EIS Findings ❑ Brief description of application or proposed action: construct new single family dwelling and accessory inground swimming pool Type of Action Please check appropriate box below if action is located within the Suffolk County Pine Barrens Zone, within one mile of a nuclear power plant or airport or within 500 feet of: • A municipal boundary, • The boundary of any existing or proposed county, state, or federal park or other recreation area, The right-of-way of any existing or proposed county or state road, • An existing or proposed county drainage channel line, • The Atlantic Ocean, Long Island Sound, any bay in Suffolk County or estuary of any of the foregoing bodies of water, The boundary of county, state, or federally owned land held or to be held for governmental use, • The boundary of a farm located in an agricultural district. Comprehensive Plan (Adoption or Amendment) Subdivision ❑SEQRA Only ❑Zoning Ordinance or Map (Adoption or Amendment) Use Variance ❑Moratorium Special Use Permit/Exception/Conditional Use Area Variance Site Plan ❑Code Amendment Official Map Note: The above represents a summary of the required actions subject to referral to the Suffolk County Planning Commission.The provisions of GML and Laws of Suffolk County must be used to verify which actions are subject to referral and the related procedural requirements. Contact Information Municipality Contact Name: Leslie Kanes Weisman Department/Agency: Zoning Board of Appeals, Town of Southold Phone Number: 631-765-1809 Email Address: donnaw@town.southold.ny.us Applicant Contact Name: En-Consultants Applicant Address: 1319 North Sea Rd, Southampton, NY 11968 (/l�, BOARD MEMBERS h�� SO Olo Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora • Yo Office Location: Eric Dantes ply Town Annex/First Floor Robert Lehnert,Jr. CQU (;�1 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 December 17, 2024 Mark Terry, Assistant Town Planning Director LWRP Coordinator RECEIVED Planning Board Office Town of Southold Town Hall Annex DEC 17 2024 Southold,NY 11971 Southold Town Planning Board Re: ZBA File Ref.No. # 7995 —Joseph Charles Casarona Trust Dear Sir or Madam: We have received an application construct new single family dwelling and accessory inground swimming pool. 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 Chairperson By: Encl. Site Plan/survey: JM2 Architecture PC, last dated November 19, 2024 Public Hearing Date: April 3, 2024 BOARD MEMBERS ��OF SOUj�v Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road•P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. u+ Office Location: Nicholas Planamento G'�c► • aQ Town Annex/First Floor Margaret Steinbugler OliYCOU 54375 Main Road(at Youngs Avenue) + Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD April 23, 2025 Tel. (631) 765-1809 Robert Herrmann En-Consultants 1319 North Sea Road Southampton,NY 11968 Re: ZBA Application#7995, Casarona 55 Glen Court, Cutchogue SCTM No. 1000-83-1-36.1 Dear Mr. Herrmann; Transmitted for your records are copies of the Board's April 17, 2025 Findings, Deliberations and Determination,the originals of which were filed with the Town Clerk. Before applying for a building permit,the applicant or agent must submit to the Board of Appeals for approval and filing, two sets of the final dated, signed and sealed site plan and architectural drawings depicting, and with a recalculation, of the code conforming Gross Floor Area. Pursuant to Chapter 280-146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals If you have any questions, please call the office. Sincerely, Kim E. Fuentes Board Assistant Encl. cc: Building Department SITEDATA Architect of Record: • TEST HOLE DATA SKEET LIST S.C.T.M.#: 1000-083.00-01.00-036.00 I Sheet Number Sheet Name Sheet Issue Date PROPERTY ZONING: TOWN OF SOUTHOLD R-40 RESIDENCE DISTRICT SURFACE ELEVATION @ APPROXIMATELY +58.20' USE: SINGLE FAMILY RESIDENTIAL i M LONG1 S LAND S 0 U N D A-100 Site Plan 101112024 SITE AREA: 25,308.36 SF(0,551 ACRES) A-10 I Sky Plane Analysis 101112024 AREA OF CONSTRUCTION: 3,127 SF [� Mixed sand and loam A-102 Sanitary Plans 311412024 OCCUPANCY CLA55: R(RESIDENTIAL) I\C I T E C T U R E P Aft CONSTRUCTION CLA55: V(WOOD FRAME) �._--_.,._-_ 2' A-103 Sanitary Details 311412024 ic ,\ MAX BUILDING HEIGHT: 25' -_ Pale gray silt ML. A-200 First Floor Plan 3/14/2024 ---------- 41 A-201 Second Floor Plan 311412024 PROP05ED 3,127 SF SINGLE FAMILY RESIDENCE JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE A-202 Roof Plan 311412024 BASEMENT FLOOR AREA: 255 5F SUITE 300 - HIGh WATER MARK FIRST FLOOR AREA: 2,088 SF FARMINGVILLE, NY, 11738 A-300 Elevations 101112024 SECOND FLOOR AREA: 784 SF A-301 Elevations 10/1/2024 T 631.320,3305 F 631.320.3307 5-100 Foundation Plan 3/1412024 NOTE: NO WELLS WITHIN 150 FEET OF THE PROPERTY j S 101 Foundation Perspective Plan 3/14/2024 5UBDIVISION NOTE: LOT NUMBERS SHOWN THUS: LOT @I REFER TO MAP OF BIRCH HILLS FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JULY 19, 196 Appl Applicant: �Q, 5 I 1000-083.00-01.00-004.000 OWNER: LAND NOW OR FORMERLY OF AS FILE NO.4908 Brown and ale brown silt sand SM Received ---_ BIRCH HILLS PROPERTY OWNERS ASSOCIATION INC- p � KEY MAP q ZONE, - - ZONING ANALYSIS 44 DEC 1 %n. USE: BEACH PARK � � 2�24 TOWN OF SOUTHOLD R-40 RESIDENCE DISTRICT Architect of Record: Board of App r eals \ - N 60°3 -- JM2 Architecture,PC zoning m 5 20 E. Ey 80 REQUIRED PROVIDED `� � ate, 2410 North Ocean Ave.Suite 300 LOT 51ZE KHEq p -_ a `"'`'`""`'`•°��''' Farmmgvdle,NY 11738 631-320-3305 4 0 FT 25,308 36 SQFT R I001.00 LOT WIDTH 150' 100, �. a NY 11995 an, Structural En Ineer: '- LOT DEPTH 175' 255.5 I' f; A` ®N°,•:Ft,:.,.,:,,,°n F, 9 <g - _ - - --•`� _-- �... -- 28 FRONT YARD 40 25'0" O �t SIDE YARD 15' 16'-8" TOTAL 5IDE YARD 35' 30-8" y - JR Pale brown fine to mediums sand SP BLUFF SETBACK 100, 99 5'FROM HOUSE MEP Engineer: LOT COVERAGE 20 76 5Q 15 6% SEE BELOW "BLUFF SETBACK' 100' 82'FROM POOL MAX c 38 61", r a Surveyor: 11 '-___ `� ---------_-__ . _ _ ,• FLOOR AREA 48 5F MAXIMUM 47 5F \ J , BUILDING HEIGHT 25' 25' ° . ' 31 -- - - - - < .316 i o �, H ��.. NOT TO SCALE 34NO GROUNDWATER DETECTED. SPACE 3� HIGHE5T EXPECTED WATER APPROX. @ NAVD88 EL. + 114' NUMBER OF STORIES 2 112 2 o,.rle e Our lad,O`O>L'a w, SKY PLANE 12/12 12/12 SITE NOTES _ - 1 46 TE5T HOLE DUG 8/18/2022 BY '= VARIANCE REQUIRED Protect Name - - - -- so McDONALD GE05ERVICE5 Ca5arona Re5ldence EX. RETAINING WALL \ TOP OF BLUFF 1 \\ "Sa PO BOX 1255, 50UTHOLD, NY 1 1971 1. THI5 SITE PLAN IS 5A5ED ON A SURVEY PREPARED BY NATHAN TAFT CORWIN 111, LAST DATED JANUARY 30, 2023. DATUM IN NAVD 88 x I M INTAIN CLEARED 4 WIDE o > .. 2. APPLICATIONS REQUIRING THE PROVISION OF A STABILIZED CONSTRUCTION ENTRANCE,THE CONSTRUCTION SPECIFICATIONS AS STATED WITHIN THE NY STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, PAGES 5A.75 AND 5A.76 SHALL BE FOLLOWED. CONSTRUCTION AND Cutcho�Ue I � ACCESS ATH THROUGH BUFFER ' ( � se COASTAL EROSION HAZARD LINE AS SCALED FROM DEMOLITION DEBRIS MATERIALS SHALL NOT BE CONSIDERED FOR USE WITH STABILIZED CONSTRUCTION ENTRANCE INSTALLATIONS. COASTAL EROSION HAZARD AREA MAP EX. ADJ. FENCING " �' - 1 PHOTO No. 58-545-83 SHEET 4 OF 49 3. ALL NEW ON-SITE CONCRETE SHALL BE 4000 P51 28 DAY COMP, STRENGTH�AIR ENTRAINED PER TOWN STANDARDS Protect Address I - LOT COVERAGE(SOUTHOLD TOWN) GR055 FLOOR AREA(50UTHOLD TOWN) PROJECT LIMITING FE � - � 4. CONTACT THE ENGINEERING INSPECTOR AT LEAST 48 HOURS PRIOR TO START OF ANY WORK.WORK PERFORMED WITHOUT IN5PECTION SHALL BE 5 5 Glen Ct C UtC h o u e 1000-083,00-0I.00-033.001 x AREA NCE/LIMIT OF 1 LIMIT OF PROPOSED 25 FT WIDE VEGETATED DE5RIPTION(FOOTPRINT) AREA(SIF) LOT COVERAGE(%) DESRIPTION(FOOTPRINT) AREA(SF) CERTIFIED TO THE TOWN ENGINEER'S SATISFACTION AT APPLICANT'S EXPENSE." g 9 OF DISTtJRDAll= DISTURBANCE t NON-TURF BUFFER TO BE PLANTED WITH NATIVE 5. COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS.ALL UTILITIES SHALL BE INSTALLED BELOW GRADE. OWNER: LAND NOW OR FORMERLY OF --- 1582 TOTAL SITE AREA 25,3083 TOTAL SITE AREA 25,308 _-4 SF j ERTAN YENICAY x � !' - - _ � \ I VEGETATION G. OBTAIN A TOWN RIGHT-OF-WAY WORK PERMIT PRIOR TO CONSTRUCTION WITHIN THE TOWN RIGHT-OF-WAY NY 1193 5 ZONE: K-80 TOTAL BUILDABLE LAND 18,382 TOTAL BUILDABLE LAND 18,382 7• CLEARING LIMIT LINES SHALL BE STAKED OUT BY A LICENSED LAND SURVEYOR,AND EITHER SNOW FENCING OR CONSTRUCTION FENCING SHALL BE USE:SINGLE FAMILY RESIDENCE I j ERECTED TO PROTECT AREAS FROM DISTURBANCE OR ENCROACHMENT PRIOR TO THE START OF ANY ACTIVITIES ON SITE. FENCING SHALL NOT BE Project Type PRIVATE WELL>150' x i+ -- -' _ %� DWELLING W. 2ND FLR. O.H. 2,366 12.9 FIRST FLOOR 2,231 REMOVED PRIOR TO COMPLETION OF FINAL SITE GRADING OPERATIONS° t yp UNCOVERED 2ND FLR. DECK OVER UNENCL05ED CARPORT I Oe 0.6 FIRST FLOOR DOUBLE HEIGHT SPACE 548 8. PLACEMENT OF FILL, INSTALLATION OF RETAINING WALL5, DUMPNG OF MATERIAL,EXCAVATION, MINING, OR 51MILAR DISTURBANCE OF LAND REQUIRES AN P r APPROVED SITE PLAN.COMMENCEMENT OF ANY ACTION OF THE ABOVE WITHOUT APPROVAL IS PROHIBITED AND SUBJECT TO LEGAL ACTION. O O5 ed S I n I e-Fa m I s ly x �- �� o COVERED ENTRANCE 12 I 0.7 SECOND FLOOR 9 16 9. CONTRACTOR,5HALL CONTACT THE FIRE MARSHAL'S OFFICE PRIOR TO INSTALLATION OF ANY FIRE SERVICE WATER LINE5 TO PROVIDE FOR PROPER 7 I 1 _ IN-GROUND POOL WI COPING 274 1.5 UNCOVERED 2ND FLR. DECK OVER UNENCL05ED CARPORT N/A INSPECTION COORDINATION. I\1�5I e nCe PROP. 8 0 6 PROP.8 PJ X 7 PROP.(3)8'>�X 9 ?` DEEP DR ELL DEEP DRYWELL DEEP DRYWELL =' TOTAL AREA OF ALL STRUCTURES 2,570 15.6 COVERED ENTRANCE N/A 10, ALL EXISTING OR PROPOSED SUBSURFACE ELECTRIC,TELEPHONt OR CABLE SERVICES SHALL BE INSTALLED IN APPROPRIATE CONDUIT SLEEVES WHEN PERMANENT, IMPROVED SURFACES ARE PROPOSED OVER THE ROUTING PATH. PROPOSED 4'HIGH POOL I ( 1 ( ( I L - -( 1 l oo MAXIMUM LOT COVERAGE ALLOWED-20% IN-GROUND POOL N/A 11. ALL RECYCLED PORTLAND CEMENT CONCRETE AGGREGATE(RCA)AND FILL MATERIALS ARE TO BE FROM AN APPROVED SOURCE. RECYCLED PORTLAND KCVISIOns DEMENT CONCRETE AGGREGATE 15 TO BE CERTIFIED. DOCUMENTATION I5 TO BE PROVIDED SHOWING THAT THE MATERIAL OBTAINED I5 FROM A NYSDEC Issued for Submission to Zoning Board Review 1-8-2024 FENCING ENCLOSING PATIO \ _'� - }- PROPOSED 4'HIGH POOL I= LOT AREA LANDWARD OF CEHA BOUNDARY AND/OK TOP OF BLLUFF o z \ o z TOTAL AREA OF ALL STRUCTURES 3,695 SCDHS and Buddin Dept.Comments 2-27-2024 FENCING ENCLOSING PATIO REGISTERED OR PERMITTED CONSTRUCTION AND DEMOLITION(CAD)DEBRIS PROCESSING FACILITY AS SPECIFIED IN SECTION 360-16.I OF GNYCRP.PART 9 P x i I MAXIMUM GFA ALLOWED-3,148 SF 360, "SOLID WASTE MANAGEMENT FACILITIES"." T.O.W. 60.0 1 1 PROPOSED 2ND FLR. SCDHS Comments 3 15 2024 B.O.W. 57.7 I 12. CONTRACTOR MUST COMPLY WITH APPROVED WORKING DRAWINGS AND REQUIREMENT SHEETS. NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY WRITTEN) Issued for Submission to Zoning Board Review 10-1-2024 x A- � ARCHITECTURAL ACCENT I= LOT AREA LANDWARD OF CEHA BOUNDARY AND/OR TOP OF BLUFF APPROVAL OF TOWN ENGINEER. PROPOSED 1523 5F.' I 25.0' 1 BEAMS(NO ROOF) 1000 083.00 0 I.00-002.000 13. A SUB-SURFACE IRRIGATION SYSTEM SHALL BE PROVIDED FOR XLL LANDSCAPE AREAS Issued for Submission to Zoning Board Review I 1-19-2024 __ _ NOTE:GFA= 3,147 5F IF NOT COUNTED DOUBLE HEIGHT SPACE 14. ON 51TE LIGHTING SHALL BE DESIGNED 50 AS TO PREVENT ILLUMINATE OR GLARE ONTO ADJOINING PROPERTIES OR ROADWAYS, PRIOR TO THE ISSUANCE F I GRADE-LEVEL 26 4' T.O.W. 57.7 OWNER: LAND NOW OR FORMERLY OF MASONRY POOL PATIO o PROPOSED IN-GROUND J.BRYAN t M. BRYAN REVOCABLE TRUSTS t T. BRYAN OF ANY CERTIFICATE OF OCCUPANCY,THE LIGHTING CONTRACTOR OR ELECTRICIAN SHALL PROVIDE AN UNDERWRITERS LABORATORY CERTIFICATE AND S� 23.2' o SALT WATER POOL ZONE: R-40 LETTER STATING THE LIGHTS HAVE BEEN ENERGIZED. T.O.W. 58.00 u, o USE:VACANT 15. LOAD TICKETS REQUIRED FOR ALL FILL MATERIALS BROUGHT ON SITE, IDENTIFYING THE SOURCE,AND QUANTITY OF MATERIALS.ALL FILL TO SATISFY THE 189 5F UNCOVERI±D 2ND FLR. m I _ LINE OF MINIMUM 1000-083,00-01.00-003,000 REQUIREMENTS OF SOUTHOLD. DECK OVER; 15T FLOOR - - - - - - - - N 197 o 5�' BLUFF SETBACK OWNER: LAND NOW OR FORMERLY OF 16. ALL C*D MATERIALS EXPORTED FROM THE SUBJECT PARCEL SHALL BE TRANSFERRED TO AN APPROVED NY5DEC FACILITY, LOAD/TKAN5FEK TICKETS TO BE 23.3 ).BRYAN M. BRYAN REVOCABLE TRUSTS f 5. BRYAN x• 19.2 RETAINED AND COPIES PROVIDED TO THE TOWN OF SOUTHOLD ENGINEERING INSPECTOR,FOR THE RECORD. s - PROPOSED G'X 10'FENCED PROPOSED I 2-5TORY, 38R, DWELLING +- ENCLOSURE AROUND HVAC AND ZONE: R 40 s< x. FF• EL. +58.50' POOL EQ. USE:SINGLE FAMILY RESIDENCE I PUBLIC WATER 2,242 S.F. FOOTPRINT - 501L50KING LOCATION-NO BUILDING CODE ANALYSIS `�F 2-STORY Lq GROUNDWATER ENCOUNTERED - 1-5TORY r" I. THE NEW CONSTRUCTION ILLUSTRATED ON THE FOLLOWING SHEETS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL PROP. - PROPOSED RAISED PLANTING BED BUILDING CODE, 2017 NY5 UNIFORM CODE SUPPLEMENT, 2015 IECC,2016 EC NYS SUPPLEMENT,AND ENGINEERED DESIGNED STRUCTURAL 124 SF 2ND FLR.OVE'_R 4.0 _ _ 13.8' ! COMPONENTS PER A5CE 7-10.CUSTOM DE51GN CALCULATIONS HAVE BEEN DONE BY THE ARCHITECT FOR THI5 PROJECT, UNENCL05ED CARPORZT \ ELEV. -{-► `�?i - 2 8' '� I 1.I N_ SHAFT L 2'7`. 121 SF UNCOVERED 109 SF 2ND FLR• DECK _\. 19.I' _COVERED ENT 20.0' 2. THE FOLLOWING ARE DESIGN LOADS UTILIZED IN THE DESIGN OF THIS ADDITION/RENOVATION: RPOFZT _ ... - OVER UNENCL05ED CA EL. 58 A. LIVE LOADS: 1 I - O.W. 61.2 PROPOSED WATER SERVICE LINE"'--: �. ROOMS OTHER THAN SLEEPING ROOMS 40P5f _ O.W. 57.9 �. W W 6g. „ W- SLEEPING ROOMS 30p5f T.O.W. 65 PAVERS m i O; W- STAIRS 40p5f 1 `�~EL 58.I" I0'-Olt B.O.W. 57.9 0 �n PROPOSED PERVIOUS I HEDGES TO ATTICS WITH STORAGE SPACE I Ops ~ \ fi GLEN COURT GROUND SNOW LOAD(Pg) 25p5f PROP. 8'o X 6' - 5.0'MIN. o ,GRAVEL DRIVEWAY BE REMOVED SNOW LOAD, FROM THE CALCULATION: THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS N i AN500-C y SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C. ANY DEEP DRYWELL �; o EP , I (� i z I I 50'0"WIDE R.O.W. Pf=0.7(Ce)(Ct)(I)(Pg)= UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A N LP I Pf=0.7(0.9)(I.0)(I.0)(25psf)= 15.75 psf o GRAVEL AND 1000-083.00-01,00-037.000 VIOLATION OF SECTION 7209 SLID DIVISION 2 OF THE N.Y. -X PROPOSED MASONRY �' I RAIN-ON)SNOW SURCHARGE LOAD: STATE EDUCATION LAW �. Rt7AININ LL J ASPHALT PAVEMENT OWNER: LAND NOW OR FORMERLY OF 100,00'. -�..� z T.O.W. 67 BIRCH HILLS PROPERTY OWNERS ASSOCIATION INC Pf=20(1.0)=20 psf �_�� T.O.W. Ln ZONE: R-40 SURCHARGE LOAD REDUCTION: B.O.W. 57.9 �, N E B.O.W. 57.9 USE: RIGHT-Of-WAY Drawm Title 20.00- 15.75=4.25 psf g 60 -__ 4.25 psf+ 15.75 psf= 20.00 psf 6 v °35 20 W TOTAL SNOW LOAD DESIGN = 20.00 psf 41.56 II I (SEE STEEL FRAMING PLAN FOR PONDING INSTABILITY VERIFICATION AND CONSIDERATION CALCULATIONS) 51te, Plan o, 1000-083.00-01.00-026.000 B. DEAD LOADS: OWNER: LAND NOW OR FORMERLY OF EXTERIOR STUD WALL SHEATHED 15 psf J05EPH CA5ARONA STUD WALL W/SHEATHING ON EA.51DE 5 psf ZONE: R-40 CEILING J015T W/SHEATHING 10 psf USE:SINGLE FAMILY RESIDENCE ROOF RAFTER W/PLYWD SHEATHING 12 psf 5CTM# 1000-083.00-01.00-036.00I BUILDING No: PUBLIC WATER I 11J 1000-083.00-01.00-025.000 C. SEISMIC LOADS: OWNER: LAND NOW OR FORMERLY OF LATERAL EARTHQUAKE LOAD <33 EXEMPT SCDHS No,: g- JM2 No: 2022-0856 Q RFL PROPERTIES LLC D. WIND LOADS: PVOTE:APPROXIMATELY 900 CUBIC YARDS OF FILL ( o ZONE: R 40 140 MPH.WIND ZONE PLANNING No: DATE: 1 1/19/2024 LU I USE:VACANT WIND EXPOSURE CATEGORY D ITO BE REMOVED FROM SITE DUE TO EXCAVATION o LICENSED PE TO VERIFY; U o I SEAL f SIGNATURE: A,,LL GRADING OUT5IDE OF BUILDING FOOTPRINT TO DESIGNED BY: Author o REMAIN `�' CHECKED BY: Checker SCALE: As indicated DESIGN CRITERIA � � � .� DWG No: CR R \ WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM Prelliminary 51te Plan GROUND DESIGN WINTER DESIGN ICE BARRIER FLOOD AIR FREEZING MEAN ANNUAL s SNOW LOAD SPEED WIND TOPOGRAPHIC SPECIAL WIND WIND-BORN FROST LINE r III _ 201-011 - 109 (MPH) EXPOSURE EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED HAZARDS INDEX TEMP -9j� 3945 20 140 D NO NO I MILE FROM COAST N/A SEVERE BOT. 3'BFG MOD TO HEAVY SMALL TO MODERATE YES PER Re05.1.2 ZONE X 599 51 Architect of Record: JM2�� //i R C ITECTUREPc JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1736 T 1631.320.3305 FI 631.320.3307 ELEVATOR SHA Applicant: Architect of Record: JM2 Architecture, PC 2410 North Ocean Ave.Suite 300 Farmingvdle, NY 11738 631-320-3305 Structural Engineer: �611 eceive DEC 1 8 M4 MEP Engineer: Zoning 130ara Of ftpPeais 5urveyor: Pyramid Per5pective =T 7 - 10 1 Project Name Ca5arona Re5ldence, Cutcho ue 9 Project Address 5 5 Glen Ct, Cutcho ue, --- - - m 9 I _ RoofELEVATOR SHAFT, " ROOF - - - ELEVATOR - - - 82' ,' - 5HAFT, • f�Y 1193 5 I � - - i z I Nn Pro ect T e J YPo - r00" mo o5ed Sin le-Famil00° _= If c ; - -Cv --- __ — -- --- i __ -- w I - ! I w w Rsued for Submission to Zonm Board Review 1-8-2024 ---- --_. _ I _ z _ 9 ----- - -- a o -- - - -- Q _ -- 5CDH5 and Budding Dept.Comments 2-27-2024 = 4 t 0 lit I 0 SCDHS Comments 3-15 2024 a_ I ` a , 1 0z — -- -- — Averaqe Eleva on i•I. i - -- -- - --- — -- ! - - -- Average Elevation -I - . zf ' • . I I 59 6 �18 -Level � il'�� �- '-----� r ,,�;�_.. .. - _ ,. - .- ----. --__ ____- '� i _ W -:--I lI -- ---- -- - - --- 58 - 0 - --- -- --- — --- — -- -- - - - _._ ___ — _- — -- - - -- — — -- -- — _ 58 -0 -- 57 - 8 - -_ - - _ _ - =off ---- - - --- !-- —i I -- — I -- --� -- 551 - 011 I . I n -- !_- -- - --_ — -- - -- - i -- — g l l L__L I III ! I 1 I _ III � I ---- I v vOtf 1 � - --i =- South Elev, 6 -- East Elev. 5 = ---- ii = �i -- - - i� _ i 1i - I 0 I I i8 1 � - - 1 /8 - I -0 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND A5 T HAFT RDOf ------ ------ --__-_. ELEVATOR SHAFT SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY Roof } ELEVATOR 5 - _ --- -- `-- _ _ - - _ - _ -_ _ - _ -_. _ - __ - - -- -- — - ____ UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A 82' I" 82 - I - --- ----- __-- __ ° VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 Of THE N.Y. ° 45 I D5�O STATE EDUCATION LAW. a I i t�5 Off ' 00" o 4 I F I m i Drawing Title LC') N 5kyPlane AnalY515 CV - I _ - ,� I - W I " Qz 5CTM# 1000 083 00 01 00 036 001 —o u.y o °_ o - BUILDING • -; -- — __-- a 5CDH5 No.: JM2 No: 2022-0656 EE -__: g _ - -- — _ — ------ Average Elevat n EE Average Elevation _ _ - - - - _ - -- 59i - 6 318 _ =Level I14:._ - _ FLevel 148" _ --- ------ --- - - - ---- _ - --i - - - - - --- _ - - - PLANNING No: DATE: 3114/2024 _ " -- - 57 8 - --- - — -- 58 __ --- — --- - --- TT-T T - i I _ - - ---- -- --_ - - - __ -- - : - r-- -- - — - - -- ---- - I !--- I -._I -- I I — SEAL _III-- -- III _ - 51GNATURE: DESIGNED BY: Author - --- - --- ---- - - ---_1 I I --- ' - — - ! 1 2 I _--� I -- 1 �- ---- —III_-_III .___-_III UVeSt Eley. J CHECKED BY: Checker — - - - --- — ---- ----- North Elev. 4 REo 1 -0 n _ i u _ I ��5 LE qy � SCALE: 1/81, = I'0 R 10 � 1 /v - I -0 Q� �� F9 �� DWG No: � 1 S �1- 3945 yOQ� Architect of Record: I, 61'-2" Jill JM2 A m� T 9" 9' 6" 5'-4 1/2" 19' 9" 18' 9 1/2" R C I T E C T U R E P JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1738 T 1631.320.3305 FI 631.320.3307 Applicant: n--- N cce►ved DEC 18 2024 Architect j.�f11 cord: JM2 Architecture,PC UC)tt10 of Appi 2410 North Ocean Ave.Suite 300 Farmingville, NY 11738 631-320-3305 COL — Structural Engineer: 2 25'- "x 10'-0" I m -401 �40I I MEP Engineer: I O I REAR PATIO Surveyor: I I 117 MASTER BEDROOM O 1r1l (F-1 M B 22'-M-0° `—r I I ❑ ❑ Project Name { I� Ca5arona ResidenceU U U , Cutcho ue { O I Project Address --- 12- - _ 55 Glen Ct, Cutchogue, I 7 — — — — — — — LIVING ROOM DINING ROOM NY 11935 104 I CT I IU G I MASTER CLOSET 102 19'-0"x 10'-6" I Project Type u, 108 10 w V 1 19'-0"x 207' { I �A �, I Proposed Single Family ro MASTER BATH CE En 9 0 x 7-2 — J DOUBLE HEIGHT �I 107 _ _ _ ► residence N wI - - - — ❑ ❑ z N 7'-2"x I I'-9" { 1 { I m Rewsions UIssued for Submission to Zoning Board Review 1-8-2024 POWDER ROOM I U I o 9'0"x4'0" I I A -- __- ----------------------- -- 2 I � e u ii ii �i u u u ii ii i ''iii u u a ii ii n u u ii ii I I I _ u u u n u u u u u ii i F T iui u u n n n u n u u u i I o � ni �� ga =tea =ems _h HALLWAY ------------------ e- - - 105 I I 1 1 m i iu u u n i i i i i i i i I ai UP u u n n i I I I FOYER T I w 101 CLOSET °o 01I o �r 2 13'-5"x 4'-4" 115 1 1 =_ EL OR — C -40 ( MUD ROOM I I o O I > Ito " -- -- L _ T _ J STORAGE/MECH. 5'-5"x 1 1'-0" O < KITCHEN I03 1 III 190x176 � I L I " �— THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS — '— 6'-2"x I I'-0" - - '— 1 p I FRONT ENTRANCE J5'-3" NDRY R00 100 _ _ _ _ SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY 112 + UNAUT HORIZED USE OF THESE DOCUMENTS IS IN A DW ° 11 1 VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW.x 5'-0' I �J1 FRONTS I � ° ° - ETBACK LINE j Drawing Title 10 . - fir5t floor Plan CARPORT o 116 SCTM# 1000-083.00-01.00-036.00I BUILDING No: _ 1• SCDHS No.: JM2 No: 2022-0856 PAVERS 1 - PLANNING No: DATE: 1/8/2024 FIRST FLOOR AREA: 2,218 SF SEAL SIGNATURE: DESIGNED BY: Author CHECKED BY: Checker \_EE qy/) SCALE: 1/4"= I'0 6' 9" 6'-0" 5' I 0 I/2" 2' 8 -13'- 1 1 1/2"_ 2'-9" 19' "-2 O� ��`F� Q DWG No: i I I IF * f' c FIR5T FLOOR 1 4/ `p'-�T� ` you 0 3g45 Q' Am200 11411 _ 1 1-011 -2001 NEB s Architect of Record: J M -401 -401 RC ITECTUREPc JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1735 T I G31.320.3305 FI G31.320.3307 Applicant: RecLaivecf�771/5 DEC 18 2024 ZOmyd�4 j,,,Clio Ui Architect of Record: ROOF DECK JM2 Architecture,PC 24 O 2410 North Ocean Ave.Suite 300 22'-3"x 10'-G" Farmingville,NY 11738 G31-320-3305 OStructural Engineer: O MEP Engineer: OFFICE 17 Surveyor: 15'-9"x I G'-4" 4 OBATHROOM D18 OPEN TO BELOW 5'-G'x 16-4 \A Project Name — CaSarona R651dence, 27 26 Cutchogue CLOSET LIN 25 +I 19 20 Project Address RAILING 23 � ROOF AREA 55 Glen Ct, Cutchogue, 2 NY11935 11�-400iDN OHallway Project Type 201 Pro o5ed 51n le-family e51dence IL( 22Cr) Revisions Issued for Submission to Zoning Board Review 1-8-2024 LM I I -400 II ELE OR Oi 23 A I BEDROOM 21 28 CLOSET 18'-0"x 14'-9" 22 O 29 SECOND FLOOR AREA: 930 5F NOT INCLUDING DECKS ROOF DECK THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND A5 F251 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED U5E OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW, Drawmg Title Second floor Plan 5CTM# 1000-083.00-01.00-03G.001 BUILDING No: 5CDH5 No.: JM2 No: 2022-055G 41 PLANNING No: DATE: I/8/2024 DECOND FLOOR SEAL�SIGNATURE: DESIGNED BY: Author 11411 = 11-011 -20 11 1) CHECKED BY: Checker rr' 6 SCALE: 114"= I'0" F� C.a DWG No: AM Aft �'9TF 03945A 2U1 F IN Ev`1 Architect of Record: ARC �2) JITECTUREPic JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE 2 SUITE 300 -401 -401 PARMINGVILLE, NY, 11738 T I G31.320.3305 PI G31,320.3307,3 Applicant: �� . 17` - CeIviecid DEC 18 2024 Zoning tiara Architect of Recors. at p ADeafs ---- - _ JM2 Architecture,PC -- - 2410 North Ocean Ave.Suite 300 ----- ------- -_=- Farmingvdle,NY 11738 -- -- -- ---- — - ---- ----- - G31-320-3305 Structural Engineer: MEP Engineer: Surveyor: -- - --- — ----- - Project Name ---- -- -------- --- --_______-_--_- = CaSarona Re51dence, Cutcho ue 9 Project Address — - 55 Glen Ct, Cutcho ue, NY 11935 ------------------ Project Type Prop05ed Sin le-Family 2 -- ---— --- ---- - I J -400 — - 0 RCV151on5 Issued for 5ubmi55ion to Zoning Board Review 1-8-2024 _ o -400 = THE5E DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A - VIOLATION Of SECTION 7209 5UB-DIV15ION 2 OF THE N.Y. ' 5TATE EDUCATION LAW. Drawing Title Roof Flan 5CTM# 1000-083.00-01.00-03G.001 BUILDING No: 5CDH5 No.: JM2 No: 2022-085G PLANNING No: DATE: 1I812024 SEAL�51GNATURE: DESIGNED BY: Author ROOF PLAN � �/ CHECKED BY: Checker RED /; C 114 /n it I 1-011 -2� SCALE: 1/4"= I'0 `t �-�p �� DWG No: sA 02 - S /J >y�� o 3945 NEB2 Architect of Record: ELEVATION NOTES 2 <-40 -401 I JM2 RC ITECTU R E ,c I I - I I ! I { ' JM2 ARCHITECTURE, PC Roof — — — — — — — — — — 2410 NORTH OCEAN AVENUE 82' _ III iii ! 1 .I , ; 'I I 1 � SUITE 300 ! PARMINGVILLE, NY, 11735 I� II T G31.320.3305 FI G31.320.3307 Applicant: 2024 Calved 5 II I : Zoning Board of Appeals C,DI k , I ' 'I Architect of Record: 'I i i 2 Architecture,•; r JMP I. 0 i I m II 1 III I ( I j 2410 North Ocean Ave.Suite 300 I III 1. 1 � 1 Z I Farmmgvdle,NY 11738 N O I 6 I 3 320 3305 5MOND U. LU _ I f } } i { I Structural Engineer: _ rl ! ; 1.: C 1 I i I 1 I I I l I I t , i ! ' I ! !! � �� '•I-1-; �! I ��.I }{ .III� I (.i 1'1�!{`I� � 4 { 7.1 ; ! If j,, 1 } I h +f I II 1Ih.I l•{ j -I , - - - � ! iYll , I i ! f1 � II � { '41i i ! i 'I ,' ,� I (.i ! rills' � I! III I`'4rt l{{ I�}I i l I ! ! _ _ i ,.Y I. f•� 1{, I MEP Engineer: ELEVATION KEY TE K NO 5 --_ - --- -_ � -----�_� -III ,-I i I-- � �- •� - . -, .� - '' III �. ; ; ; � ; �i ! _ O --- __ - -- _--- - _ I j---- I -- ---- � I Surveyor: AverMa e Elevation � - - -- - T, .k ll FIRSiT F.F. i �- � �--- I I = I= Hill � — — — i - _ �- Protect Name 58 - Oil —I - -- Casarona Residence, Cutchogue — -- - --- ----� ----- ---- -- -- -— -- --- --- ---- --- - I— i --� -- --- � � Protect Address 55 Glen Ct, Cutchogue, Proposed South Elevation NY 11935 11411 _ 11-011 300 Protect Type Proposed 51ng1e-Family Residence 2 Revs;ons -400 -400 Issued for Submission to Zoning Board Review 18 2024 I _ I I I I_ I Roof — - — — — — — — — — — — 82 I IJ p ]H� ! i I I i 1• 1 I {{ ! i t r t t i II I i I } i ', III 1 I ,I f _ I ' 1 I I . ! 0 o I. I' I' C I E D U. 5 CON FF — - — — — — — — � ;1 i ! I , . f, , I I — — - I 11 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY ,-I, , i UNAUTHORIZED USE OF THESL DOCUMENTS IS IN A •_ , 1 ; : I , ,,, 1 I I - VIOLATION OF SECTI 2 - I I ON 7 09 SUB D VIS ON 2 OF THE N.Y. 1 .. � I f I ! ! 1 i I I ; 1 II f I,I - � - ,� .� -. -i ,-• - - - - !'� i I- ,d , ! ' STATE EDUCATION LAW. ill [J I�J i I 1 li l i I i _ _ -• 1 I I _ II i ! t r I ! , i I I I; I I {, I I f, I I I- I I 1 f f I 1 I I I , i 1, i I I I( I 11 i , r In II, 1 I D aw Title I ! I 9 I i f I ii 1 i i ! I i I I I I. I I I- I_ _ I - - - i I 1 E' 1 I I - I i A ' I I i'1 1 j I i 1 I I I I' I t I i I i I 1. i ! I i. i 1 I 11 t YI I 1 k} I ' I I I I a , I I I I i A ra EI a I t ve e ev t on } 1 I I 'I l , f f s i I I - I i I ! — I II -, I 1 I I 1 / 1 i 11 i_ . _ J 1_ I I i . . I 1 I' i I I 63 I i I 59 8 i {';I i �' 1 E16Vatil0n5 I { I , I I- i I I! 1 1 f 1 I f I I I I I{ I I I{ I f, ll I ;F 5T F.F. I ! 111 lLevel 14 _ I II k l 58 0 57 - 8 III--I � - - --I ---� I I--I ! III I III III -I f - I -- I- -I -- I I- - SC7M# 1000083.0001.0003G.001 BUILDING No: FI _�.,.....,...' I .,_.„..,,_i }•„.,,,„..:..6 , f.._.- —r i a._...,.._, , r..___.-; j {-,..,_,..� ,e „..,,..,.'.,g � f._,._,...., I =e:...._v...! -- -- -- — .— _ I 1 — 17 — -- -- --- _ _ _ SCIDHS No., JM2 No: 2022-085G III III III III III I I III I I —III—_ I I I � PLANNING No: DATE: 118/2024 --- t t=t1 t �t i�t � —=t �1" 1�1 I- _.-- 5E/AL SIGNATURE: DESIGNED BY: Author CHECKED BY: Checker SCALE: As indicated DWG No: Proposed East Elevation 2 114 = 11-011 -3 00 0 3945 0A= 300 F �F NE`Ny ELEVATION N OTE5 Architect of Record: JM2 1 2 -401 -401 RC ITECTUREPc r JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 j FARMINGVILLE, NY, 1 1738 82 - I — — — — — — — — — — — — — — — — T j G31,320.3305 FI G31.320.3307 Roof_ _ _ i l l l l Applicant: I I DEC 18 2024 ZoningBoard of Appeals t; ! Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 ==-- - 1738 —`'�rr;.�"- CD - "_ -- r--�-�-�____ =r .� Farmingvdle, NY I -- 63 1320 3305 1 0 LL- 0 a i N o Structural Engineer: 5ECOND F.F._ , -=---- MEP Engineer: - ELEVATION KEY N OTE5 O Surveyor: i Average Elevation I ; 59' - 63/8 ! t Project Name FIR5TU. � _ - I--� �-�� _ Ca5arona Residence, Cutcho ue IEI - EH Project- --- -- - -� - --- --I I ----- - - --- --_ — Project Address -_�- _ 0 = _ -- I ---- 55 Glen Ct, Cutchogue, � � � � � NY 11935 Proposed North Elevation II I 1t —301 Project Type /4 = I —0 Proro5ed 5ingle-Family Ri55ldence Revisions Issued for Submission to Zoning Board Review 1-8-2024 2 1 -400 -400 rih Roo>f I _ ! I I 82 I � 1 I } I I I k � 'i I •i I 1 ! I I l I, - ti 1 p 0 I I I I,I 1 i THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SECOND J ,F. _ 1 I — — SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE P.C.ANY I w _ I . 7 0 9 I I I UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A ! 0, -1 11 _ . VIOLATION F 0 SECTION 209 B I i l 1 7 5U D V S ON 2 OF THE N.Y. 1 I I I AT EDUCATION ST E LAW. _-_ _ � ili � III—III - i � I, I i "{I I I �� - I �• — � I � _ _ I I—III � � Drawing Title I - f � I I I . I � ,. � I � mo ►—ICI I —I _ - —�_ -_- _-_� ___ Eleva i n — — -- = t0 5 I. I. - Aveira e Elevation ------ — III�777 — +_ — II _— _ — -- " -{— I_-- - - S!CTM# 1000083.0001.00036.001 BUILDING No: 59' - 6 3/8" I _ ��I-�-}--}—� �-►- --i-- �-�� -� ��lL }- -�-I- - --=-t - 001� -00- �f0 O = O tt0 - t� 1-O� 00 O-t0= fi�0= 0 00 t1 - _ S'iCDHS No.: JM2 No: 2022-0856 FI R5T F.F. �-0= = =1--= 1 O-I=- =SIT-- I_ -- ---- = 4= "�— P'LANNI NG No: DATE: I/8/2024 5 8' - 0" --- -- _ - -- - -_ - --_ --- - - --- = _ -I - --I - - -- --- --- I -- O- --- ---- -- - —_ — j---- --= 5iEAL SIGNATURE: DE51GNED BY: Author — --- — - ---- - —�— 1-- - �-- — ---- — - -- - - + ! - Checker 1 CHECKED BY: I ) -� 1 �OI�) I_� �O OI I -I-- --a -_IO �-I I-I_�. O �_-- - -1 II I �_I Imo) _I-O�1 �I_�--_�OI �O -�I--; -t OI �-- -� a I--��i_--l--I-I----1 I--- ----- - ED — t� — � � — � 1� � � � 1� — � � � �( Ti � O� — = t � — �It � _� - - It= � t -� J _ � =TI I { I—t- -- '��� CA As indicated --- --- - -- --- --- - �g LE 'Sj SCALE: 1 _ I DWG No: Proposed West Elevation 2 I /411 = I 1-On �-30 I ��qTF os3945 40�� Am 3U'a& 1 F NE`>J CON 5T RU CT I O N N OT E5 Architect of Record: � _ .-T --- - --- � �� -Ld�- �`=- . - . :-," � ._� �- A, GENERAL . I �. I:b"1= .I "� I�=1 f ;1 �1 1 .1 � I'I I=1T < °I°I �=;�J -1°i a _ I. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR, NOR HAVE CONTROL OR CHARGE OF CONSTRUCTION MEANS, METHODS,SEQUENCES, OR PROCEDURES,OR J I I , IIII - IIII III---I I liIII-III III - -III III-III I - III ) I --- I -III- FOR SAFETY PRECAUTIONS OR PROGRAMS. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL EXISTING ELEMENTS DURING JM2 CONSTRUCTION AGAINST DAMAGE,BREAKAGE, DISTORTION,COLLAPSE OR MISALIGNMENT. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE AND ALL LOCAL AUTHORITIES HAVING JURISDICTION. 3. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE BEGINNING ANY WORK AND SHALL EP T ANY I I R OR DISCREPANCIES TO THE C T E C T U R E P C ARCHITECT IMMEDIATELY. 4. THE OWNER SHALL BE RESPONSIBLE FOR SUPERVISION DURING CONSTRUCTION. THE OWNER SHALL BE RESPONSIBLE FOR FILING AND SECURING ALL REQUIRED JM2 - _ -- BUILDING PERMITS PRIOR TO THE START OF ANY WORK. ARCHITECTURE, PC 5. ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE SITE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE TOWN OF SOUTHOLD. 2410 NORTH OCEAN AVENUE _ G. THE ELECTRICAL CONTRACTOR SHALL LOCATE AND D15CONNECT AT THE SERVICE PANEL,ALL CIRCUITS AFFECTED BY CONSTRUCTION. SUITE 300 -- ) ! ! --- - --- -- - - 7. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED IM I FARMINGVILLE, NY, 1 1738 ' �- a _ _ -- SC D ENS ONS AND DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. G- -- ___ A-301 I I B. FOUNDATION T I G31.320.3305 FI G31.320.3307 I. ALL FOOTINGS SHALL REST ON UNDISTURBED 501L OF I TON/SF BEARING CAPACITY. ALL FOOTINGS WERE DESIGNED BASED UPON TH15 501L BEARING CAPACITY. -- CONTRACTOR SHALL FIELD VERIFY PRIOR TO POURING OF ANY FOOTINGS AND A55UME FULL RESPONSIBILITY. �V" _.- -_ _I I I_1= __-_ =11 -I _ ! 4 2. ALL EXTERIOR WALL FOOTINGS SHALL BE A MINIMUM OF 3'-0"BELOW GRADE,SLOPE GRADE AWAY FROM FOUNDATION WALLS. Applicant: Q�Ge �'l,� °? -- -- - - -j - _ - = =I 3. ALL FILLED AREAS SHALL BE COMPACTED LAYER BY LAYER ���' - - - _ � e N j---- ---- -- - --- - --- I {.at C.CONCRETE ®� ok ppp -- _ - - J -- _-- - --;I -I I. ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS AND RECOMMENDATIONS OF ACI 318-05 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR oaCd - - __- _ --- --- --I 1 BUILDINGS. ", -. 1 1: �'-I f 1- I 1- •='==1` °I1- "+�- =1 G 1�-I-k tit r ; °Ir - --1 °1=4=1 - -_ - 2. CONCRETE WORK SHALL CONFIRM TO ALL REQUIREMENTS AND RECOMMENDATIONS OF ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 2ory AND COMMENTARY AND ACI 332 I4 RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY Architect of Record 3. REFER TO TABLE R401.4,1 OF THE 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE FOR MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS BASED JM2 Architecture,PC "`�� UPON THE EXISTING LOAD-BEARING VALUE OF TEST HOLE REPORT OF THE SPECIFIC PROJECT 501L CONDITIONS. 2410 North Ocean Ave.Suite 300 IN-GROUND _ �; 4, GROUND WATER HYFDR05TATIC DESIGN PRESSURE LOAD COMPLIANCE PER ASCE 7-10. Farmirgville,NY 11738 - - - - _ _'� G2' 0„ POOL - _ 5. COORDINATE 51ZE AND LOCATION OF ALL SLEEVES,OPENINGS, RECE55E5 AND DEPRE5510N5 REQUIRED BY ARCH.AND MECH.CONSIDERATIONS. G31-320-3305 _'- - � --- ' -- i � -� �_ -, - D. STRUCTURAL - ; I. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR#2(UNLESS OTHERWISE NOTED)875p5i Fb, 5tructural Engineer: -- 1 j- - - - 19 9 19 2 ° 2. WOOD THAT COMES IN CONTACT WITH MASONRY AND CONCRETE SHALL BE WOLMANIZED/PRESSURE TREATED. -- -_ __- 23 - I l _ - - _ = _ 3. JOISTS, RAFTERS AND BEAMS SHALL HAVE A MINIMUM OF 3 BEARING AT ENDS. "T -- -- - --- 4. CONTRACTOR SHALL VERIFY THE CONCRETE FOUNDATION WALL FOR ANCHOR BOLT LOCATIONS, ELEVATIONS OF TOP OF FOUNDATIONS AND ALIGNMENT, PRIOR TO _44 _ _ --- - - - - -- - - al _ 5. EXTERIERECTOR WALLS SHALL BE 2"x 8"WOOD STUDS @ I G"O.C. UNLESS NOTED OTHERWISE ON PLANS EXTERIOR SHEATHING SHALL BE 1/2" CDX PLYWOOD. �T MEP Engineer: BUILDING COMPONENT SPECIFICATION LIST: r ROOF ASSEMBLY: - __ _ -- ROOF FLASHING: A5 PER SECTION R905.2.8 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE, BASE AND CAP FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE \ FOUNDATION - - --_ -p - - -- - : -- MANUFACTURER'S INSTRUCTIONS,AND SHALL BE CORROSION RESISTANT SHEET METAL OF MINIMUM NOMINAL 0.019 INCH LIP TO SLAB - _ - _ ° 1 - -i-I Ie - ° III` I IIIIi °I ° IIII IIIIIII i - ASPHALT ROOF SHINGLE: AS PER SECTION R905.2 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE,ASPHALT SHINGLES SHALL HAVE SELF-SEAL STRIPS OR BE INTERLOCKING. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GA.SHANK WITH Surveyor: A MIN. 3/8"?HEAD.ASPHALT SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE, UNDERLAYMENT:AS PER SECTION R905.2.3(TABLE R905,1.1(2))OF THE 2015 INTERNATIONAL RESIDENTIAL CODE, UNDERLAYMENT ON ROOF SLOPES 4:12 OR GREATER SHALL BE ONE LAYER AND APPLIED SHINGLE FASHION,PARALLEL TO AND STARTING FROM THE SAVE AND LAPPED 2", FASTENED SUFFICIENTLY TO HOLD IN PLACE. END LAPS SHALL BE OFFSET BY G 0 PER R905.2J,1, PROVIDE A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET IN LIEU OF 30#FELT AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT AT LEAST 24 INCHES IN51DE THE EXTERIOR WALL LINE. ICE BARRIERS PER SECTION R905.1.2 SHALL BE 2 LAYERS APPLIED ALONG THE L - - - - - - - - - - - - - °- - - - - - - - - - I ;. ; UE ROOF EDGES 24"INSIDE THE EXTERIOR WALL ON ROOF SLOPES UP TO 7:12,AND 3G"ALONG THE ROOF SLOPE STARTING FROM THE SAVE ON ROOF SLOPES 8:12 AND FOUNDATION UP TO SLAB I �- - -I ---- - - GREATER. Protect Name m CEILING/ROOF INSULATION:AS PER CHAPTER I I OF THE 2015 INTERNATIONAL CODE.ALL ROOF/CEILING INSULATION SHALL HAVE AN R-VALUE OF 49. Ca 5a ro n a ReSI d e n ce o o I -- - ---- VAPOR BARRIER:AS PER THE 2015 INTERNATIONAL RESIDENTIAL CODE, ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE,A VAPOR RETARDER SHALL BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSUTATION, CUtCh O Ue z oI !I _ NOTE: CONTRACTOR SHALL REFER TO THE NAILING SCHEDULE AND DETAIL SHEET FOR ALL CONNECTION SPECIFICATIONS PERTAINING TO EXTERIOR WALL STUDS, RIM JOIST, °d I o Q I Q I I III_ I I - I III_-'--I _ _III FLOOR JOISTS, BRACING AND PLYWOOD SUB FLOORING. Project Address 1 ; I o NOTE: ELEVATIONS ARE IN NAVD 88 DATUM. CONTOURS AND SPOT ELEVATIONS ARE SHOWN AS PER ACTUAL FIELD SURVEY BYDAVIO h'" FOXDATED JUNE26, 20/9, J � o o =n , , ° a 55 Glen Ct, Cutchogue, I ► - - - - - - - - - - -- - - - - -- - = __ ' CONCRETE I I FOUNDATION UP TO SLAB , ° I 5TO RM WATE R CALC U LAT I 0 N 5 NY 1 19 3 5 I ; FOUNDATION WALL ON :° a" m I I I 20"X 10"CONCRETE I I I Protect Type I FOOTING(TYP.) STORMWATER DRAINAGE: r II OQUSEED2,6085.F. PIOF05ed 5mlle-family SLAB ON GRADE I I " I 2,G08 X 1.00 X 0.17 =443.3G C.F. p 204 g I i ° i .; I 58G/42.24 = 10.5 V.F. ReSldenCe I PROVIDE: Revisions SLAB ON GRADE I I (2)8'0xG'DEEP POOL= 12 V.F. Issued for Submission to Zomng Board Review 1-8-2024 z a s I o f 202 o I e REQUIRED: 200 SF X G FT•F.1,500 C.F. 4 O J O I I ( Q t SLAB ON GRADE o I 1,500/42.24 =35.52 V.F. o I I 0 203 I I o o L I I PROVIDE: 2 e . Io -400 I I I I (3)8'0x9'DEEP POOL= 36 V.F. o � I of I ° I r I o I I REQUIRED: o l I m PATIO = 1,509 S.F. ° I 01 I 1509 X 1.00 X 0.17 = 25G.53 C.f. 25G.53/42.24 = G.06 V.F. T-G"FROM Fr00TING _:_ i , . I o . TO TOP(OF ° I FOUNDATION WALL I I ; ' I I _`a PROVIDE: L - - - - -1 (I)8OJx7 DEEP POOL= 7 V.F. 5T0RM DRAINAGE NOTES -400 I FOUNDATION UP TO SLAB - I I :° I 1, ALL STORM DRAINAGE STRUCTURES SHALL BE LOCATED AS SHOWN ON 51TE DIMENSIONING#GRADING PLAN AND SHALL BE OF A SIZE AND CONFIGURATION AS DESCRIBED IN STORM o J I %. I r - - - - - - - - - - - - - - - - - - I I = DRAINAGE CALCULATIONS,UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. ° o :° - - 2,ALL WORK, MATERIALS,METHODS, ETC...,SHALL BE IN STRICT ACCORDANCE WITH THE TOWN OF SOUTHOLD STANDARDS,S.C.H.D.S. REQUIREMENTS, NY5 CODE,AND ALL OTHER o z L J _ _ - - _ - - - a U CODES OF ALL AUTHORITIES HAVING JURISDICTION. o - I e I 3. IF SUBSURFACE 501L CONDITIONS PERMIT, DE51GN PROFESSIONAL MAY PETITION THE TOWN OF 50UTHOLD TOWN ENGINEER TO WAIVE THE FOOTING RING REQUIREMENT, ` o o I 4.THE USE OF THE WORD"DOME"IN STORM DRAINAGE CALCULATIONS 15 INTENDED TO MEAN SOLID WALL DOME, (UON).THE USE OF THE WORD"RING(5)"15 INTENDED TO MEAN STORM z - _J ° I '., I DRAINAGE LEACHING RING(S).THE VERTICAL HEIGHT OF THE RING(5)TO BE PROVIDED FOR EACH STORM DRAINAGE LEACHING POOL SHALL BE CONSTRUCTED OF THE LEAST NUMBER OF "RINGS"POSSIBLE TO ACHIEVE SPECIFIED HEIGHT. 0 I I a° I 5. ALL STORM DRAIN RING(5),CIRCULAR SLABS,SHALLOW DOMES,SOLID WALL DOMES,SOLID WALL RING(5), CONCRETE COVERS,CONCRETE BOTTOMS,AND CHIMNEYS SHALL BE THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS o I a I REINFORCED PRECAST 4000 P51 28 DAY STRENGTH CONCRETE AND SHALL BE TRAFFIC BEARING. SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY ',. - I UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A = Ln 5'-8"FROM FOOTING TO TOP OF FOUNDATION WALL G.ALL CAST IRON FRAMES, INLET GRATES AND SOLID COVERS SHALL BE MANUFACTURED BY"CAMPBELL"OR APPROVED EQUAL. FOUNDATION UP TO SLAB I ° �- - - - - - - - - - - - - - - - - - - -- - - J I VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. ., - ,, 7.ALL INTERCONNECTING PIPE BETWEEN ON-SITE DRAINAGE STRUCTURES SHALL BE 15"R.C.P. (CLASS IV)OR 15"C.P.P.OP,APPROVED EQUAL. L - - - - - - - - - - - - - - - - - - - - - J �4 d°, - , , 8. UNDERGROUND STORM WATER PIPING(AND LEADER PIPING)WITHIN 5'OF EXTERIOR WALLS SHALL BE SERVICE WEIGHT C.I. PIPE, STATE EDUCATION LAW. s ° L - - - - - - - - - - - - - - - - - - - - - - -- -- 9. UNDERGROUND STORM WATER PIPING FROM BEYOND EXTERIOR WALLS OF BUILDING TO DRAINAGE STRUCTURE SHALL BE PVC 5DR 35,ADS,OR APPROVED EQUAL, ed -" 10. ELEVATIONS REFER TO TOWN OF SOUTHOLD DATUM 1 1.1 Drawmg Title WIDE RETAINING I CONCRETE CONSTRUCTION WALL, G-G"t1ElGryT z foundation Plan o TYPE OR LOCATION OF CONCRETE CONSTRUCTION MINIMUM SPECIFIED COMPRE551VE STRENGTH a/ (f'c) _ I (po ;Z1 WEATHERING POTENTIAL b/ o I a I o o NEGLIGIBLE MODERATE SEVERE o b o BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 2,500 2,500(c) SCT'M# 1000-083.00-01.00-03G.001 BUILDING No: BASEMENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT GARAGE FLOOR SLABS 2,500 2,500 2,500(c) I ° I s BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK 2,500 3,000(d) 3,000(d) SCD)HS No.: JM2 No: 2022-085G Oso EXPOSED TO THE WEATHER 2,500 3,000(d,e,f) 3,500(d,e,f) °. I PORCHES, CARPORT 5LAB5 AND STEPS EXP05ED TO THE WEATHER,AND GARAGE FLOOR SLABS PLANNING No: DATE: 1/5/2024 L - - 9'0"FROM FOOTING TO TOp OF FOR 51: I POUND PER SQUARE INCH= G.895 kPa SEAIL SIGNATURE: DESIGNED BY: Author - - FOUNDATION WALL A. STRENGTH AT 28 DAYS PSI. L _ A B.SEE TABLE R301.2(1)FOR WEATHERING POTENTIAL. CHECKED BY: Checker C.CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE �REp _ a . < WITH FOOTNOTE d. �g'� �E E �'j SCALE: 1/4"= 1'-0" - - D. CONCRETE SHALL BE AIR-ENTRAINED,TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL BE NOT LE55 THAN 5 PERCENT OR MORE THAN 7 PERCENT. 4' 0" 19' I" 2'-8" 0_1 13' 6" 2' 9" 20' 0° _ E.SEE SECTION R402.2 FOR MAXIMUM CEMENTITIOUS MATERIALS CONTENT, lr� �� �� � DWG No: G2'-0" F. FOR GARAGE FLOORS WITH A STEEL-TROWELED FINISH, REDUCTION OF THE TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)TO NOT LE55 THAN 3 PERCENT IS 1 - PERMITTED IF THE SPECIFIED COMPRESSIVE STRENGTH OF THE CONCRETE 15 INCREASED TO NOT LE55 THAN 4,000 P51. s f Aft 0 Pro osed Foundation Plan I �/ • 501L TEST INDICATES GROUND WATER LEVEL, REFER TO STANDARD FOR STRUCTURAL CONCRETE PER ACI 315-14 AND ACI 332-14. sj, p - --- STRUCTURAL CONCRETE TO MEET DE51GN PRESSURE LOAD COMPLIANCE PER ASCE 7-10. �9T� O'3946 yp� I /n u _ 1 i-Ou "10 F NEB SURVEY OF PROPERTY ���•� SITUATE �c,�l��� CUTCHO GUE DEC 17 2024 0 21 TOWN OF SOUTHOLD zonln,y Board of Appeals S U F F O L K COUNTY, NEW Y O R K OD S.C. TAX No. 1000-83-01 -36. 1 / 4/ SCALE 1 „=209 NOVEMBER 11 , 2008 0j< 3.4 / AUGUST 10, 2022 ADD CEHA LINE / / 6 JANUARY 30, 2023 UPDATE TOPO. N WP �.�GIQ oo / / / / 14 / A1,19 Y '19�'� ' i6 TOTAL LOT AREA =25,293 sq. ft. / /X4.7 0.581 ac. 22 TOWN DEFINED BUILDABLE LAND AREA = 18,382 sq. ft. =226 j _— 28 3 p' � / / 32 NOTES: / 15 / / / / / / 34 1. LOT NUMBERS SHOWN THUS: LOT O1 REFER TO 3638 MAP OF BIRCH HILLS / 40 FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY 6 o 'F �� / / / // �42 ON JULY 19, 1967 AS FILE No. 4908 e.o /15X/ / / // %G RO PREP 2. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM i� N EXISTING ELEVATIONS ARE SHOWN THUS:so.o a5a S\ON 49 — — — A• OF EXISTING CONTOUR LINES ARE SHOWN THUS: —so— — — — p,L Z _ FIRST FL 12 , / / / / / / / / 56 OS\ON C6N ?j SN�� G.FL. - GARAGE FOLD OR 4 / / / / / / / / — / / / ER oM ,8 16�/f�j / // �_CO ALEO 5 545 BB - BOTTOM OFLKH BULT13 — TOP OF LKKHEAD 18 — TOP OF WALL TW 20'�" / i / / / / / / / / / / / / / // / '� P•S \ BW - BOTTOM OF WALL 24 / / / / / / / / TEST HOLE DATA 228 / / / / / / //j (TEST HOLE DUG BY McDONALD GEOSERWCES ON OCTOBER 18, 2022) 34 / 36 / / /' / / / /B�U� MIXED SAND AND LOAM / / / / /i / /Of 36��� / /�J / // /jOp X 56.3 2 bD� i / /j PALE GRAY SILT ML 42 / 4. b 48 h BROWN AND PALE BROWN SILTY SAND SM i 64 56.6 I 5 56 0 h °se7s ti •. X / 28' / / 56.9 • 55.9 / °a PALE BROWN FINE TO MEDIUM SAND SP 1 O yp, • .ao �� � � xF1�T6.s1 _\ X57. 3B' oCO3 }� xE1P6717 G�\ pe,�,� X57.2 xiU°57. .e4 m �G,11• �'�\\Yv �aO �Oa. 58 d•, 4 Q � F,�FE.�G►�� rl, xF1�57.74TEST HOLE 60— 58.2 x i 'S .�o� 100 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF 60.6� �Fi�lS 7 c, 0� / SECTION 7209 OF THE NEW YORK STATE ELM 58• Ap lS �j 1 /•. . EDUCATION LAW. lop, .d 0V COPIES OF THIS SURVEY MAP NOT BEARING i THE LAND SURVEYOR'S INKED SEAL OR Q EMBOSSED SEAL SHALL NOT BE CONSIDERED +7, TO BE A VAUD TRUE COPY. F �}`F i 59.9 $� Y CERTIFICATIONS INDICATED HEREON SHALL RUN �� \ _ _ x — C 6Q ONLY TO THE PERSON FOR WHOM THE SURVEY 60.6 — 5 X i Oti �1• %v IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND / \ TO THE ASSIGNEES OF THE LENDING INSTI- _ X 60..9 \ MION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 66-- _ \ \ ` \ \ 100• �s o 68— \ Nathan Taft Corwin III PREPARED IN ACCORDANCE WITH THE MINIMUM S2 STANDARDS FOR TIRE SURVEYS AS ESTABLISHED 70 \ \ BY THE L.IAL.S.AND,APPROVED AND ADOPTED 64 FOR SUCH.US6`BY E EW YORK STATE LAND 6 Land Surveyor - - - - - - TITLE ASSOCIATION./o �'%der Successor To: Stanley J. Isaksen, Jr. LS. ;'fit; ' FTC • P 0 6s Joseph A, Ingegno L.S. •„�� , �y ��'•,p ��ls — — — --�'�. Title Surveys — Subdivisions — Site Plans — Construction Layout ,A��" 7 77 , s\ 6Q� 68 Fax 631 727-1727 T!'' `" '' PHONE (631)727-2090 ( ) y �, , ,,� = 70.7 7o cwvc. wAQ MAILING ADDRESS •.S w •• OFFlCES LOCATED AT 1586 Main Road P.O. Box 16 .•••'•�J���Jamesport, New York 11947 Jamesport, New York 11947 `NV�� �9t":•F 4s� E—Mail: NCorwin3®aol.com . N.Y.S. Lic. No. 50467 LG 43-01 1 Revisions / J 08-22-96 01-20-98 04-23-98 11-23-98 06-22-99 N32189208-23-99 W 10-os-ss 12-06-00 - S UNp -- M28z 04 M . p ,. v, D os-ze-oa � �U.���--� 'W 04-28-05 07-29-05 10-31-05 �y 13.4' 1 SCH-D.9 F.D 2 04-28-06 E1vh. : 2.2A(c) A/ 1 05 22-07 06-04-07 09-24-08 7Q9 7 \�\�u 9A(c) ,1 6.2- .. �yy'� y 0711--16 !F�]' i �' \ 92 \ dii' 7.5 12-02-16 S✓' �, - \�\ ?7q \ i - �\ ,� 2.3A(c) 7 09-24-19 01-2324 aj 3 i .c�b /', y �, is \\ ', J �\ �l $3- -33. 1 . 17.3 \\\ Vol,, T7.4A(.) o- lb- Ja t r \\ nod __ ,.�.;'n;•"•�/8p1\36,`l�_t�G�ryy ,Ip,/���� ,'\ ,e1 '%���` I 9y` ; :;•s•, ��^� �� r� \ RowNc JTW \' \�'� F/ \// ryP a1'ii Im �'ea'l' •e) :'/ ^ ��\' �• .FQ� \ \ DEVELOP ``~ \-• wry. '\\,� n,!\�.\��/ ry'L ,&,S�,�'� �, � / ,� i '\\ �' `•��„ `\ \. ,J17.1 ` \ �S.P Hsl pal ,/• `.OG K' '''/ �' <S y 1 `� MOFSOUTk \. .i , r�/ / \•U �.O i�P " '2 °� DEVELOPA4ENTFUGM ' \. 32.3 \\ \\ \ \ 29.7A(c) �s FOR PCL.NO. '� FOR PCL.No. FOR PCL.NO. �� FOR PCL.NO. '< 'SEE SEC.NO. SEE SEC.NO. SEE SEC.NO. x l - \ SEE SEC.NO. '"-\ ° 095-07-008.3. '•-,\ 095-01-009 09501-010 095-01-011.4 N318082 ..z-- - - - ----- --- MATCH LINES SEE SEC.NO.095 L Au9E WITHIN TNHE fOLLOLYW.OSTflT E5 F E0—AISIX 1.1 THIS SECTION M1NP i��m,,l� pr�gerlror RNLln 1-1 N,, 23 E a O O.vn O.mm O.+A —�— L>ed a+. 12AAIU)0r12.1A G SCli00L O __ _ WI:GULWKE UAdlf1 _A_ _ FIRE 29 HMRAM ela.Ao Fled lAL L.U. ——————- fNaLTrodAma 121 A(0) E LIGHT n —_ WATER —— r— �.ry LI•ro -- Stduyw LgN'e. 6tlOvn+een v ' •. N PNL( 005 __R_ REFUSE __"_ "N p SEWER __y_ WASTEWTER_ _—WIY— Totl Lire ��— tc+Fia�Bl�lely Ne. (Z1) Smltl Olmem [i. ��� ye Wiz _—__— �✓C o cow-, TOWN OF SOUTHOLD—BUILDING DEPARTMENT y2,4 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 1.1971-0959 oy • o� +' Telephone (631) 765-1802 Fax (631) 765-9502-https://www.southoldtownny.gov r Y;ate Received r APPLICATION FOR BUILDING PERMIT 1rn For Office Use Only J A N 11 7 2024 PERMIT N0. Building Inspector: _ Applications and forms-must be filled out_in their entirety.Incomplete „ �:<<l€1; e ,u ,nrant applications will not be accepted. Where the Applicant is not the owner,an _ To"oral of-wU'u a,rd Owner's Authorization form�(Page 2)-shall be completed Date: January 16, 2024 -OWNER(S)OF PROPERTY: Name: Joseph Charles Casarona SCTM# 1000--83-1-36.1 Physical Address:55 Glen Court,-PdaftRtK4, C g44v i%o k� Phone#:347-888-7844 Email:jasarona@mac.com Mailing Address:same CONTACT:PERSONt. Name:Robert E. Herrmann, En-Consultants Mailing Address: 1319 North Sea Road, Southampton, NY 11968 Phone#:631-283-6360 Email:rerrmann@enconsultants.com DESIGN PROFESSIONAL INFORMATION: Name:JM2 Architecture, PC Mailing Address:2410 North Ocean Avenue, Suite 300, Farmingville, NY 11738 Phone#:212-353-2100 Email:tyler@jm2architecture.com CONTRACTOR INFORMATION: Name:N/A Mailing Address: Phone#: Email: 'DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure [--]Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ®Yes ❑No 1 PROPERTY INFORMATION" Existing use of property: Vfl 8 evq_ d Intended use of property: Zone or u istrict in which premises's situated: Are there any covenants and restrictions with re pect to D this property? ❑YesVNo IF YES, PROVIDE A COPY. Check Box After Reading: Tlie:owner/contr ' or/design professional is responsible for all drainage and storm water issues.as provided by apter 236 of the•Town Code. APPUCATION IS HEREBY MADE to the Building Department for the issuance of a.Building Permit pursuant to the Building Zone ordinance of Town of Southold;Suffolk,County,New York and;other applicable Laws,Ordinance -or Regulations;"for',the construction of buildings, additions;alterations or for:removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building'code; housing code"and regulations and.to:admit authorized inspectors.ori,premises"and'in building(s)for.necessary inspections."False:statem_ants made herein are punishable'as a Class A misdemeanor pursuant to Section 210AS of the New York State Penaf Law. G� Application Submitted By int name): O"S e C� 5 ❑Autho ized ent Owner z Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF -5Vf bLtC ) Tow ('it6wF5 64,5ww- being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the OVIVGX- (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ZAkre, �,',( r 1 day of '3y ,20 2-3 Notary Public DIANE DISALVO NOTARY PUBLIC-STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION No. OID1475593 Qualified In Suffolk County (Where the applicant is not the owner) My COMMISSlon Expires April 30, 202yo Joseph Charles Casarona, Trustee I� The Joseph Charles Casarona Trust residing at 55 Glen Ct., PO Box 1149 Cutchogue, NY 11935 do hereby authorize En-Consultants to apply on m half to he awn of Southold Building Department for approval as descr bed he in. X < US � z er's Signature Date Joseph Charles Casarona, Trustee The Joseph Charles Casarona Trust Print Owner's Name 2 5( i � DATA Architect of Record: TE5T HOLE DATA 5H EET L15T S.C.T.M.#: 1000-083.00-0 I.00-036.00 I Sheet Number Sheet Name Sheet Issue Date PROPERTY ZONING: TOWN OF SOUTHOLD R-40 RESIDENCE DISTRICT LONG 15 LAN D SO U N D SURFACE ELEVATION @APPROXIMATELY +58.20' - USE: SINGLE FAMILY RESIDENTIAL JM2 A-100 Site Plan 3/14/2024 51TE AREA: 25,308.3G 5F(0.581 ACRES) AA-101 Sky Plane Analysis 3/14/2024 AREA OF CONSTRUCTION: 3,127 SF Mixed Barad and loam A-102 Sanitary Plans 3/14/2024 OCCUPANCY CLASS. R(RESIDENTIAL) R C IT E C T U R E P c CONSTRUCTION CLA55: V(WOOD FRAME) ----- - 2' A-103 Sanitary Details 3/14/2024 \` MAX BUILDING HEIGHT: 25' Pale gray Solt ML A-200 Fir5t Floor Plan 3/14/2024 -------` �` JM2 ARCHITECTURE, PC A-201 Second Floor Plan 3/14/2024 PROP05ED 3,127 5F SINGLE FAMILY RESIDENCE 2410 NORTH OCEAN AVENUE BASEMENT FLOOR AREA: 255 5f A-202 Roof Plan 3114/2024 SUITE 300 /�'►e�t11GN WATER MAR --- FIRST FLOOR AREA: 2,088 SF FARMINGVILLE, NY, 11738 A-300 Elevations 3/14/2024 - SECOND FLOOR AREA:784 5f T G31.320.3305 f G31.320.3307 '- A-30 I Elevations 3/14/2024 I I 5-100 Foundation Plan 3/14/2024 NOTE: NO WELLS WITHIN 150 FEET OF THE PROPERTY 5-101 Foundation Perspective Plan 3/14/2024 SUBDIVISION NOTE: LOT NUMBERS SHOWN THUS: LOT�REFER TO MAP Of BIRCH HILLS FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JULY 19, 196 Applicant: 1000-083.00-01.00-004.000 ''-��_, AS FILE N0.4908 OWNER: LAND NOW OR FORMERLY Of BIRCH HILLS PROPERTY OWNERS A550CIATION INC \\ Brown and pale brown Bitty sand Snn I\EY MAP .3 ZONE:- __...,._.....USE: BEACH/PARK _ , .,. ZONING ANALY515 Architect of Record: - + TOWN OF SOUTHOLD K-40 RESIDENCE DISTRICT a \\ N GO'35'20"E JM2 Architecture,PC REQUIRED PROVIDED 24I0 North Ocean Ave.Suite 300 ,e _ ULKH�gD Farmingvdle,NY 11738 LOT SIZE 40,000 5QfT 25,308.3G SQFT 631-320-3305 LOT WIDTH 15 10 Structural En Ineer: s LOT DEPTH 175' 255.51' 9 'FRONT YARD" 40' 25'-0" 3 SIDE YARD 15' I6'8" s TOTAL SIDE YARD 35' 30-8" �,\ _ _ :_ Q 40\ } - L- _ --�\ ��`� __\ 16 Pale brown fine to medium stand St' BLUFF SETBACK 100, 99.5'FROM HOUSE 2p "BLUFF SETBACK` 100' 82'FROM POOL LOT COVERAGE 20%(3,676 SQFT) 15.G%(SEE BELOW) 46.. ---- - L_ �\ ---__ MAX BUILDING HEIGHT 25' 25' 46" -- ' ��\�, ` _ 38 38' Surveyor: ---------- "fL00R AREA" 3,148 5F MAXIMUM 3,147 5F �_ 34 NO GROUNDWATER DETECTED.. `3,695"sf w/DBL. HT.SPACE � NOT To sCALE (' _ -- _38 NUMBER OF STORIES 2-1/2 2 Sz_ 40 HIGHE5T EXPECTED WATER APPROX. @ NAVD88 EL. + 14 4 -- - - - - \ 42 SKY PLANE 12/12 12/ 2 51TE NOTE S- 4s VARIANCE REQUIRED Project Name - 44 46 TEST HOLE DUG 8l1812022 BY J EX. RETAINING WALL I I ( �` s McDONALD GE05ERVICE5 Ca5arona Re5ldence, �. ITOP OF BLUFF I � s-� PO BOX 1258, 50UTHOLD, NY I 1 971 1. THI5 SITE PLAN 15 BASED ON A SURVEY PREPARED BY NATHAN TAFT CORWIN 111, LAST DATED JANUARY 30, 2023. DATUM IN NAVD88 MAINTAIN CLEARED 4'WIDE I I \s4 2. APPLICATIONS REQUIRING THE PROVISION Of A STABILIZED CONSTRUCTION ENTRANCE,THE CONSTRUCTION SPECIFICATIONS AS STATED WITHIN THE NY IACCE55 PATH THROUGH BUFFER I I COASTAL EROSION HAZARD LINE A5 SCALED FROM STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, PAGES 5A.75 AND 5A,76 SHALL BE FOLLOWED. CONSTRUCTION AND C U tC h Og u e "' I COASTAL ER0510N HAZARD AREA MAP I DEMOLITION DEBRIS MATERIALS SHALL NOT BE CONSIDERED FOR USE WITH STABILIZED CONSTRUCTION ENTRANCE INSTALLATIONS. EX.ADJ. FENCING x - - - I �I PHOTO No. 58-545-83 SHEET 4 Of 49 3. ALL NEW ON-SITE CONCRETE SHALL BE 4000 P51 28 DAY COMP.STRENGTH�AIR ENTRAINED PER TOWN STANDARD5 Protect Address I PROJECT LOT COVERAGE(5OUTHOLD'TOwN) LIMITING FFNCEj - I 4. CONTACT THE ENGINEERING INSPECTOR AT LEAST 48 HOURS PRIOR TO START OF ANY WORK.WORK PERFORMED WITHOUT INSPECTION SHALL BE 1000 083.00 01.00 033.001 x A�q OF D1S LIMIT OF DST \ LIMIT OF PROPOSED 25 Fl WIDE NON TURF DESRIPTION(FOOTPRINT) AREA(SF) LOT COVERAGE(%) DESRIPTION(FOOTPRINT) AREA(SF) CERTIFIED TO THE TOWN ENGINEER'S SATISFACTION AT APPLICANT'5 EXPENSE" �5 Glen Ct, Cutch 0q ue, TDgNCE_ 1582 V RBgNCE BUFFER TO BE PLANTED WITH NATIVE VEGETATION `� OWNER:LAND NOW OR FORMERLY OF - 4 5F TOTAL 51TE AREA 25,308 TOTAL SITE AREA 25,306 5. COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS.ALL UTILLTIE5 SHALL BE INSTALLED BELOW GRADE. ERTAN YENICAY x - G. OBTAIN A TOWN RIGHT-Of-WAY WORK PERMIT PRIOR TO CONSTRUCTION WITHIN THE TOWN RIGHT-OF-WAY NY 11935 ZONE: R 80 I I __ I TOTAL BUILDABLE LAND 18,382 TOTAL BUILDABLE LAND 18,382 7. CLEARING LIMIT LINES SHALL BE STAKED OUT BY A LICENSED LAND SURVEYOR,AND EITHER SNOW FENCING OR CONSTRUCTION FENCING SHALL BE USE:SINGLE FAMILY RESIDENCE \ ( 1 ERECTED TO PROTECT AREAS FROM DISTURBANCE OR ENCROAChMENT PRIOR TO THE START Of ANY ACTIVITIES ON SITE. FENCING SHALL NOT BE PRIVATE WELL>150' x �___ DWELLING W. 2ND FLR. O.H. 2,3GG 12.9 FIRST FLOOR 2,n I Protect Type / co REMOVED PRIOR TO COMPLETION Of FINAL SITE GRADING OPERATIONS UNCOVERED 2ND PLR. DECK OVER UNENCL05ED CARPORT 109 O.G FIRST FLOOR DOUBLE HEIGHT 5PACE 548 8. PLACEMENT OF FILL, INSTALLATION OF RETAINING WALLS, DUMPING OF MATERIAL,EXCAVATION, MINING,OR SIMILAR DISTURBANCE Of LAND REQUIRES AN P r0 OSed Sin I e-[=a n1 J COVERED ENTRANCE 121 0.7 SECOND FLOOR 9 16 APPROVED SITE PLAN. COMMENCEMENT OF ANY ACTION OF THE ABOVE WITHOUT APPROVAL IS PROHIBITED AND SUBJECT TO LEGAL ACTION. 0 9. CONTRACTOR SHALL CONTACT THE FIRE MARSHAL'S OFFICE PRIO;:TO INSTALLATION Of ANY FIRE SERVICE WATER LINES TO PROVIDE FOR PROPER ,I fPROP, 8'0 X G' PROP.8'0 X 711 PROP. (3)8'0 X 9' IN-GROUND POOL WI COPING 274 1.5 UNCOVERED 2ND FLR. DECK OVER UNENCL05ED CARPORT NIA INSPECTION COORDINATION. x DEEP DKYWELL DEEP DRYWELL I DEEP DRYWELL TOTAL AREA OF ALL STRUCTURES 2,870 15.6 COVERED ENTRANCE N/A 10. ALL EXISTING OR PROPOSED SUBSURFACE ELECTRIC,TELEPHONE JR CABLE SERVICES SHALL BE INSTALLED IN APPROPRIATE CONDUIT SLEEVES WHEN PERMANENT, IMPROVED SURFACES ARE PROPOSED OVER THE RUuTING PATH. PROPOSED 4'HIGH POOL` I \�_ ( � ( � � / i L __ _( � 1 o Revisions MAXIMUM LOT COVERAGE ALLOWED-20% IN-GROUND POOL N/A 11. ALL RECYCLED PORTLAND CEMENT CONCRETE AGGREGATE(RCA)AND FILL MATERIALS ARE TO BE FROM AN APPROVED SOURCE. RECYCLED PORTLAND FENDING ENCLOSING PATIO \ CEMENT CONCRETE AGGREGATE IS TO BE CERTIFIED. DOCUMENTATION IS TO BE PROVIDED SHOWING THAT THE MATERIAL OBTAINED 15 FROM A NY5DEC Issued for Submission to Zoning Board Review 18 2024 o z \I o z TOTAL AREA OF ALL STRUCTURES I= LOT AREA LANDWARD Of CEHA BOUNDARY AND/OR TOP Of BLUFF "T REGISTERED OR PERMITTED CONSTRUCTION AND DEMOLITION 01))DEBRIS PROCESSING FACILITY AS SPECIFIED IN SECTION 3GO-I G.I OF GNYCRR PART 5CDH5 and Budding Dept.Comments 2-27-2024 x PROPOSED 4'HIGH POOL MAXIMUM GFA ALLOWED-3,146 5F T.O.W. 60.0 ( ( FENCING ENCLOSING PATIO 360, "SOLID WASTE MANAGEMENT FACILITIES"." SCDHS Comments 3 15 2024 B.O.W. 57.7 I 12. CONTRACTOR MUST COMPLY WITH APPROVED WORKING DRAWINGS AND REQUIREMENT SHEETS. NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY WRITTEN -- \ ( Q I- LOT AREA LANDWARD OF CEHA BOUNDARY AND/OR TOP OF BLUFF � r �Iw � �� _ 1, 75 APPROVAL OF TOWN ENGINEER. , '� � I PROPOSED 2ND FLR. �j J PROPOSED 1523 Sf.' 25.0 13. ASUB-SURFACE IRRIGATION SYSTEM SHALL BE PROVIDED FOR ALL LANDSCAPE AREAS F I I GRADE-LEVEL I ARCHITECTURAL ACCENT NOTE:GfA= 3,147 5F IF NOT COUNTED DOUBLE HEIGHT SPACE x �S \ 0 26.4' BEAMS(NO ROOF) 14. ON SITE LIGHTING SHALL BE DESIGNED 50 AS TO PREVENT ILLUMINATE OR GLARE ONTO ADJOINING PROPERTIES OR ROADWAYS. PRIOR TO THE 155UANCE - g MASONRY POOL PATIO PROPOSED IN-GROUND 1000 083.00-01.00-002.000 m�� OF ANY CERTIFICATE Of OCCUPANCY,THE LIGHTING CONTRACTOR OR ELECTRICIAN SHALL PROVIDE AN UNDERWRITERS LABORATORY CERTIFICATE AND S8 23.2' \ SALT WATER POOL - -- - I T.O.W. 57.7 OWNER: LAND NOW OR FORMERLY Of LETTER STATING THE LIGHTS HAVE BEEN ENERGIZED. J.BRYAN*M. BRYAN REVOCABLE TRUSTS T. BRYAN 15. LOAD TICKETS REQUIRED FOR ALL FILL MATERIALS BROUGHT ON SITE, IDENTIFYING THE SOURCE,AND QUANTITY OF MATERIALS.ALL FILL TO SATISFY THE -- -- -- - ---- 189 5F UNCOVERED 2ND FLR. ( I�-�-,- ____ ___ 1000-063,00-01.00-003.000 'I� ZONE:R-40 REQUIREMENTS OF SOUTHOLD. DECK OVER 15T FLOOR I - - - - - - - - J " 19.T o 5� OWNER: LAND NOW OR FORMERLY Of - -- - -- x 23.3' `" ,� �� T.O.W. 58.00 U5E:VACANT 16. ALL CAD MATERIALS EXPORTED FROM THE SUBJECT PARCEL SHALL BE TRANSFERRED TO AN APPROVED NY5DEC FACILITY, LOAD(fRAN5FER TICKETS TO BE J.BRYAN M. BRYAN REVOCABLE TRUSTS�5. BRYAN - - --- --- --- b'' \ I PROPOSED 6'X 10'FENCED RETAINED AND COPIES PROVIDED TO THE TOWN OF SOUTHOLD ENGINEERING INSPECTOR FOR THE RECORD, PROPOSED I �2-STORY, 19.2' ZONE:R 40 I 15.0' ,.,\ 3BR, DWELLING - - - -- - 54 400 SF POOL EQ. USE:SINGLE FAMILY RESIDENCE �` I ff. EL. +55.50 20.0 - -- - ENCL05UREAROUND HVAC AND, SIL7E SETBACK PUBLIC WATER 3�'g R 5c „\ I 2,242 S,f. FOOTPRINT 1 ROOF DECK SIDE SETBACK SOIL BORING LOCATION-NOGROUNDWATER ENCOUNTERED D U I LD I N G CODE AN ALY5(5 _ - - -- ' � OVER I ST �, ''� PROP. I FLOOR m PROPOSED RAISED PLANTING BE .. - 6� �. .0' _ p THE NEW CONSTRUCTION ILLUSTRATED ON THE FOLLOWING 5HEEF5 HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2015 INTERNATIONAL RE5IDENTIAL - -- -- --- - 124 5f 2ND FLR.OVER ELEV. �- 1 f- - - - - - UNENCL05ED CARPORT\ \ �, SHAFT ���i 1 113.SF = 2 8 I-Sn \ 1 BUILDING CODE,2017 NY5 UNIFORM CODE SUPPLEMENT, 20151ECC, 2016 EC NY5 SUPPLEMENT,AND ENGINEERED DESIGNED STRUCTURAL _ v P COMPONENTS PER A5CE -10.CUSTOM DE51GN CALCULATIONS AVE BEEN DONE BY T ARCHITECT FOR THIS PROJECT, - - -„ UNCOVERED 109 5f 2ND FLR. DECK - ,- r; COVERED ENTRY 20.0' � 7 GULA S H HE A 2. THE FOLLOWING ARE DESIGN LOADS UTILIZED IN THE DESIGN Of THIS ADDITION/RENOVATION: --- OVER UNENCL05ED CARPORT � \ 19.I _. _ ----��--- .... -_- _ --_- I EL. 58 \ _._. A. LIVE LOADS: - ---- - - \ �0 O.W.61.2 \ PROPOSED WATER LINE"' ROOMS OTHER THAN SLEEPING ROOMS 40 5f i , ' ��,� ��.63 � .- -• ,� � .�� SLEEPING ROOMS 30p5f - -- -- T PAVERS ro (_ \� �W' STAIRS 40F5f O.W 65 ---- - - - -- - - -- W @� EL 58.I" I I ATTICS WITH STORAGE SPACE I Op5 I(0 0 B.O.W:57.9 PROPOSED PERVIOU5 HEDGES TO GLEN C 0 U�T GROUND SNOW LOAD(Pg) 25p5f THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND A5 PROP. 8'0 X 6' \\ 5.0'MIN. o \ -GRAVEL DRIVEWAY BE REMOVED AN500-C y SNOW LOAD, FROM THE CALCULATION: SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY DEEP DRYWELL o ` �• ' EP (� i _a I 50'-0'WIDE R.O.W. Pf=0.7(Ce)(Ct)(p(Pg)= UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A LP-I �� � Pf=0.7(0.9)(I.0)(I.0)(25p5f)= 15.75 psf VIOLATION Of SECTION 7209 5UD-DIV1510N 2 Of THE N.Y. _ _ o I I� � . GRAVEL AND 1000-083.00-01.00-037.000 RAIN-ON-SNOW SURCHARGE LOAD: PROPOSED MASONRY RETAININ ASPHALT PAVEMENT OWNER: LAND NOW OR FORMERLY OF STATE EDUCATION LAW. r, BIRCH HILLS PROPERTY OWNERS A550CIATION INC T.O.W. 67\ � �� ' Pf=20(I.0)=20 p5f T.O.W. �.� �-- n ZONE: R 40 SURCHARGE LOAD REDUCTION: B.O.W. 57.9 �, \ N USE: RIGHT-OF-WAY Drawin Title B.O.W. 57.9 20.00- 15.75= 4.25 p5f g S 60°35'20"W �'- _ q 1 '� 4.25 p5f+ 15.75 p5f= 20.00 p5f 's 56 --___ TOTAL SNOW LOAD DESIGN = 20.00 p5f (5EE STEEL FRAMING PLAN FOR PONDING INSTABILITY VERIFICATION AND CONSIDERATION CALCULATIONS) 51te Man 1000-083.00-01.00-02G.000 B. DEAD LOADS: OWNER: LAND NOW OR FORMERLY OF EXTERIOR STUD WALL SHEATHED 15 p5f I JOSEPH CA5ARONA STUD WALL W/5HEATHING ON EA.51DE 8 p5f ZONE: R-40 CEILING J015T W/5HEATHING 10 p5f USE:SINGLE FAMILY RESIDENCE ROOF RAFTER W/PLYWD SHEATHING 12 p5f 5CTM# 1000-083.00-01.00-03G.001 BUILDING No: PUBLIC WATER I w 1000-063.00-01.00-025.000 C. SEISMIC LOADS: OWNER: LAND NOW OR FORMERLY OF LATERAL EARTHQUAKE LOAD <339-EXEMPT 5CDH5 No.: JM2 No: 2022-065G RFL PROPERTIES LLC D. WIND LOADS: 0 FD) NOTE::APPROXIMATELY 900 CUBIC YARDS OF FILL I � � ZONE:R-40 140 MPH.WIND ZONE � J PLANNING No: DATE: 3/14/2024 TO 5E REMOVED FROM 51TE DUE TO EXCAVATION � USE:VACANT WIND EXPOSURE CATEGORY D LICENSED PE TO VERIFY; o SEAL�SIGNATURE: DESIGNED BY: Author ALL GRADING OUTSIDE OF BUILDING f00TFRINT TO U REMAIN $(Jg.I91NG DEPT. �F SOU'THOI CHECKED BY: Checker roWS VkEo SCALE: A5 indicated DE51GN CRITERIA �9 �� DWG No: p p i I WIND DESIGN DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER FLOOD AIR FREEZING MEAN ANNUAL i re�11111 nar�/ Site Plan �+ �/ GROUND SEISMIC n _ 2��-r1ai /� 100 SNOW LOAD SPEED WIND TOPOGRAPHIC SPECIAL WIND WIND BORN CATEGORY WEATHERING FROST LINE TERMITE TEMP REQUIRED HAZARDS INDEX TEMP �9T 0 3945 �p2` V - (MPH) EXPOSURE EFFECTS REGION DEBRIS ZONE DEPTH F NE`N 20 140 D NO NO I MILE FROM COAST N/A SEVERE BOT, 3'BFG MOD TO HEAVY SMALL TO MODERATE YES PER R905.1.2 ZONE X 599 51 SANITARY NOTES AND CALC U LATI 0 N 5 Architect of Record: 64.5 LFT (5LFT Cl + 75 LFT) SITE IS WITHIN GROUNDWATER MANAGEMENT ZONE IV AT GOO GPD/ACRE CLEAN 4" PVC SCH 40 D3034 SDR35 SITE AREA: 25,308.3G 5F(0.58I ACRES) FINISHED OUT 1'YP. S= 14" PER FT. 8.2 LFT 4" PVC SCH 40 D3034 SDR35 PROPOSED SEPTIC SYSTEM: (I)HYDRO ACTION AN-400(440 GPD PROPOSED) J�/t2 FLOOR 58.5' 24" LOCKING CONCRETE COVER (1) 8'DIA.x 12'DEEP LEACHING POOL(301.59 FTz PROPOSED) COVERS W/ S=18" PER FT. 1.0' MIN/2.0' MAX GRADE 4RCIhI T E C T U R E PC PROVIDE SPACE FOR FUTURE 50%EXPANSION SAFETY SCREENS & BELOW GRADE PROPOSED SANITARY SYSTEM FOR 4 BEDROOMS 5v.GRADE W/RISERS I/A SIZE REQUIRED:440 GPD JM2 ARCHITECTURE,PC SEE NOTE 1 D LEACHING REQUIRED:300 FTz 2410 NORTH OCEAN AVENUE SANITARY NOTES: SUITE 300 I. TYPE 2 POOLS HEIGHT AND WIDTH OF SECTIONS AS REQUIRED, INCLUDING CONCRETE FOOTING, REINFORCED CONCRETE SLAB,AND MANHOLE FARMINGVILLE, NY, I 1738 T � 631.320.3305 F G31.320.3307 2' DOME PROPOSED TWO STORY DWELLING COVER(WHEN BASIN IS SET TO FINISHED GRADE), SEE NOTE 2 P II FF. EL +58,50' 2. MINIMUM 8'BETWEEN SANITARY LEACHING POOLS. MINIMUM I O'BETWEEN STORM DRAINAGE POOLS. MINIMUM 20'BETWEEN STORM 52.5 \ � ®-M � I ° DRAINAGE POOLS AND SANITARY LEACHING POOLS. MINIMUM I O'BETWEEN SANITARY LEACHING POOLS AND BUILDING FOUNDATION. MINIMUM M ®� it 5'BETWEEN SANITARY LEACHING POOLS AND UNDERGROUND UTILITIES. Applicant: a� = IM 71M 52.0' M In� -M I I I CONTROL PANEL#AIR 3. ALL POOLS UNDER PAVEMENT TO HAVE SURFACE ACCESS. 52..2' 51.9' M ®� � 3'-0" MIN. PUMP SET IN PRECAST a 4. ALL OTHER LEACHING POOLS TO HAVE POSITIVE SURFACE ACCESS. 0-0 ®� I I COLLAR CONCRETE CASTING W/- _ _ 5. ALL INTERCONNECTING PIPE TO BE 4"DIA.SDR 35 PVC,UNLESS OTHERWISE NOTED, PITCHED AT I/4'YFT BETWEEN CLEAN-OUT SEPTIC TANK, 24"h20 COVER 70 - ' - - _ _ _ _ + CLEAN OUT AND GREASE TRAP(IF APPLICABLE)AND I/871T MIN. BETWEEN LEACHING POOLS. GRADE ELEVATION �� - - - _ _ - Architect of Record: _ ( I I/A OWT5 NOTES: JM2 Architecture,PC O Q 1. THE DESIGN ENGINEER SHALL OBSERVE THE OWT5 PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. 2410 North Ocean Ave.Suite 300 U) ELEC. LINE TO CONTROL \ u I 1 2. THE OWT5 INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLK COUNTY DEPARTMENT OF HEALTH AND SHALL BE AN Farm,ngvdle,NY 11738 8�-0��0 x 12�-0��. Q] _/ J II Cr) I I ( DEPTH z PANEL*AIR PUMP \0 1�� �`n J// HYDRO ACTION AUTHORIZED INSTALLER 631 320 3305 HYDRO ACTION AN-400 z I I ( I- I \ /���"u- \� AN 400 3. THE OWT5 INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH.THE DESIGN LEACHING POOL . . 416.4J U) 2 SCH 40)PVC VENT PIPE ,� , ` ENGINEER SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY SCDH. 5tructura I En Ineer: - IIIJ �� i 9 X I I W i II t II i 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL BE W I ( I 8'DIA.x 12'DEEP i �! Jrr PROVIDED TO SCDH, EXPANSION POCL ����.0 i� 5. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWT5. I I 6-0 MIN. PENETRATION i �� _-„' G. OWT5 SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVAL TO THE SITE U51NGA METHOD APPROVED BY THE MANUFACTURER. - 8' 12'DEEP NOTE:! NEW CAST IRON THRU BUILDING FOUNDATION WALL & INTO VIRGIN STRATA OF Ir - - 7. ALL ELECTRICAL LINES FROM THE DWELLING TO THE CONTROL PANEL AND FROM THE CONTROL PANEL TO THE JUNCTION BOX SHALL BE SEALED TO EXTEND 2'-0" BEYOND FOUNDATION WALL MIN. I SAND & GRAVEL i' ; \\ - ,��G-,�`� LEACHING POOL AND WATER TIGHT. BACK FILL MATERIAL I I �.\_ i + MEP Engineer: 2. VENT THRU ROOF OF PROPOSED BUILDING, EXTEND A � 8. CONTROL PANEL TO BE SET ON A PRECAST CONCRETE PEDESTAL AND SET 2 INCHES ABOVE GRADE TO PREVENT WATER INTRUSION. I I ( - - - _ _ 0 �i 9. OWT5 SHALL BE LOCATED MINIMUM 3'-0"FROM THE DRIVEWAY.A G"INCH HIGH PRECAST CURB SHALL BE INSTALLED IN BETWEEN THE MIN. OF 6 TO BE SAND AND GRAVEL ABOVE ROOF LINE AND HAVE A MIN. DRIVEWAY AND THE OWT5 IF 3 FEET SEPARATION CANNOT BE MAINTAINED. HORIZONTAL SEPERATION OF 12"' TO THE SLOPED I I - - - - ���„ i 10. NEW I/A OWT5 TO BE VENTED THROUGH PLUMBING,NO HOUSE TRAP TO BE INSTALLED. PORTION OF THE ROOF. I I II I 11. PROVIDE 2"VENT PIPE FROM THE OWT5 TO THE PRINCIPAL BUILDING AND CONNECT TO THE SEWER VENTING SYSTEM. PIPE SHALL HAVE A 3'-0" MIN. _ POSITIVE SLOPE FROM THE OWT5 TO THE BUILDING SO ANY LIQUID WILL DRAIN TOWARD UNIT, Surveyor: 3. ALL JOINTS TO BE SEALED WITIH CONSEAL CS-10 OR Ll ---- --__ 12. CONTRACTOR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CONNECTION PRIOR TO COMMENCEMENT OF CONSTRUCTION. SCHD APPROVED SEALANT I I -�_� CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES IN THE INVERT ELEVATIONS. �--�� 13. DISTRIBUTION BOX RISERS SHALL BE VERIFIED AND COORDINATED BY CONTRACTOR IN FIELD DURING INSTALLATION. HIGH EXPECTED GROUNDWATER 14. HOLDING TANKS SHALL BE PROPERLY VENTED AND SHALL BE EQUIPPED WITH A LIQUID LEVEL FLOAT SWITCH, HIGH WATER LEVEL ALARM AND AUTO DIALER OR OTHER ACCEPTABLE AUTOMATIC NOTIFICATION SYSTEM. GENERATL NOTES: Project Name PROPOSED SEPTIC DESIGN ELEVATION ALL SURROUNDING DWELLINGS WITHIN 150FT ARE IMPROVED AND SERVICED BY PUBLIC WATER • THERE ARE NO WELLS WITHIN 150FT OF THE SUBJECT PROPERTY Ca sa ro na Re51 d ence, NOT TO SCALE • CONTRACTOR SHALL MAINTAIN DOWNWARD SANITARY FLOW FROM HOUSE TO SEPTIC TANK*LEACHING POOLS ELEVATIONS IN NAV88 DATUM Cutchogue Preliminary 51te Plan - Callout I I ProjectAddre55 COVER TO GRADE ( = I O-O "1055 glen Ct, Cutchogue, STOPPER OR END PLUG 11 I 11 SANITARY STRUCTURE SCHEDULE NY 11935 STRUCTURE NO. TYPE/SIZE RIM ELEVATIONS A B INVERT IN ELEV. INV. OUT ELEV. DEPTH SEWER PIPE VARIES ST AN400 - - - - _ Project Type 300 ELBOW ProPoSed Single-Family PVC SCHED. 40 Re,51dence FRON4 _ TO SEPTIC Revisions BUILDINGSYSTEM Issued for Submission to Zoning Board Review 1-8-2024 SEWER CAST CAST IIRON THRU IRON \_1200 WYE BUILDING FOUNDATION TO - & TO EXTEND 2'-0" PVC �--� VOLUME CALCULATIONS oa BEYOND FOUNDATION ADAPTER ow WALL MIN. AN -400 INPUT CLEAN OUTS ARE TO BE INSTALLED. 1104 fill- Tank (Inches) Tank Diameter at Bottom: A 60.00 I O Tank Diameter at Top: B 64.00 A ' 1 ) AT FACE OF BUILDING OR WITHIN • ' Tank Height: C 70.25 • Outlet Discharge Height: D 63.00 BUILDING BEFORE EXITING. (SEE SEPTIC ELEVATION FOR WITCH). If Chamferred (Inches) REMOTE PLC CONTROL PANEL Diameter At Middle: E 0.00 2) BEFORE A BEND,SWEEP OR WYE. W/HP8000MPRESSOR Height of Section 1: F 0.00 S) EVERY 75 FEET OF SEWER LINE. Cone (Inches) Cone Height: G 61.50 I H 0 D-D3 g Cone Dia. at Bottom: H 9.00 E 8"THICK TRAFFIC H2O RATED HYDRO Cone Diameter at Mid: 143.00 K 30"HEAVY DUTY LOCKING CAST ACTION TOPPING SLAB FOR TREATMENT --- - - J 6"THICK TRAFFIC RATED HYDROACTION IRON COVER TO GRADE,TYPICAL TANK BY SUFFOLK PRECAST Cone Height Section 1: J 40.50 C TOPPING SLAB FOR PRETREATMENT Cone Diameter at Top: K 47.00 L It TANK BY SUFFOLK PRECAST THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS (2)30"DIAMETER CHIMNEY ( CALCULATIONS M p SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY Tank (Inches) UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A N Tank Ave. Diameter: F, 62.00 VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. - Tank Ave. Radius: F2 31.00 If Tank Chamferred STATE EDUCATION LAW. 71 Tank Diameter at Discharge: F3 63.59 Section 1 Tank Ave.Working Diameter: F, 61.79 Ave. Diameter: F18 0.00 I R Tank Ave.Working Radius: F5 30.90 Ave. Radius: F19 0.00 BILL OF MATERIALS Drawing Title R Tank Diameter Increase per inch: F6 0.057 Tank Diameter Increase per inch: F20 0.000 ITEM P/y DESIPT104 oTY, Cone Total Gallons S1: F21 0.00 HA- OPS, , Section 1 F7 V1:93.09 Section 2 A 241024 LID,TA K RISER 24' PL 5 a n i t a ry PlanSI FROM BUILDING B RISER, TANK 24' x 12' PL , J TO LEACHING POOL -� -- BILL OF MATERIALS Cone Ave. Diameter: F8 26.0o Diameter at Discharge: F22 O.00 C 122122 PANEL, 50-11-L-80 1 hYDKO-ACTION I I I I Cone Ave. Radius: F9 13.00 Ave. Diameter: F23 0.00 D 100121 PUMP, AIR LINEAR 80 1 ITEM P/N DESCRIPTION CITY: section 2 DI 200067 STRAPPI G, 3/4-X 10' (4)3 112-LONG PRETREATMENT TANK _ COMPACTED NATIVE FILL, F,0 v2:1oo.2s Ave. Radius F24 0.00 D2 z000s9 scREw, 1' #10 SELF TAP PPH ZINC 4 HA-180053 AN400,245 NITROGEN REDUCTION COMPLETE 1 45.62 Tank Ave.Working D3 200082 WASHER, #10 C❑ ON FLAT SS 4 HYDRO ACTION TREATMENT TYPICAL A 180052 TANK,PRE/PUMP 400 1 Cone Diameter at Discharge: F„ g Diameter: F26 0.00 SCTM# 1000-083.00-01.00-03G.001 BUILDING No: TANK AN400 I Ml I E 200111 TUBING, CLEAR 6 1 Cone Ave. Diameter: F,2 46.31 Ave.Working 0.00 B 130002 KIT,SNG 2 TANK CONNECTING STANDARD 1 g Radius: F26 F 240049 CLAMP, ICROGEAR , C 100110 ASSEMBLY,RE-CIRCULATION 245 COMPLETE 1 Cone Ave. Radius: F13 23.15 Height of Section: F27 0.00 G 100109 TUBING, HURC13BPAID 5/8' X 7/8' 1 SCDHS No.: JM2 No: 2022-065G I O'DIAMETER PRECAST CONCRETE D AN400-P AN400 Wr PLATFORM COMPLETE 1 H 180106 ADAPTER, MALE INSERT 1/2X1/2 MPT 1 PERFORATED MANHOLE SECTION E EC50-30-L-80-PLC OPS,EC50-30-L-80-PLC 1 Cone Distance from bottom: F14 8.75 Diameter Increase per inch: F28 0.0000 I 160102 ELL, .so PVC SCH40 90• crxs) , Height of top: F15 21.00 Dishchar e Height: F29 0.00 J 700001 FITTING, STRAIGHT 6 PLASTIC , g g PLANNING No: DATE: I/8/2024 K 700002 FITTING, SHREADER VALVE , I I Diameter Increase per inch: F16 0.1905 Total Gallons S2: F30 0.00 L 180114 PIPE, .50 PVC SCH40 (1)3112-LONG Cone Dishchar a Height: F,7 M 180103 ELL, .50 SCH40 PVC 90' (sxS) + DESIGNED BY: Author III I I-I I 9 9 13.75 Total Gallons S1+S2: F3, 0.00 N 240038 GRo ET, .50 ADAPT-A-FLEX SEAL SIGNATURE: �- I-I ( I OUTPUT er wonvis 1I III-III IIII I I II ,I I I I iI I-I I I 1I II I I I III I I I I I I I I I i l III-III-III1 I APP VE SIGNATURE DATE REV. 0 ARip [C15' Checker HA- Tank Cone h ��r if ,ona,2 UNDISTURBED GROUND OR COMPACTED SUB E- Tank Total Volume: F32 918.14 Cone Working Volume:F34 93.34 SCALE: A5 indicated AN411245 NITROGEN REDUCTION SYSTEM COMPLETE DWA"ff*ADAM Tank Working Volume: F33 817.91 Aeration Working Volume: F31 624.57 0�` 1<� • APPROVEDBV SIGNATURE REV. P RT CC s DWG No: hydr % ,>A7[.• -.31n7 0 HA-180053 HYDRO ACTION AN-400 HYDRO ACTION AN-400 VOLUME CALCULATION HYDRO ACTION H2O RATED A55EMBLY 2 (HYDRAULIC LOAD 440 GPD) �'�9T 05394 you 5 Q` 3/811 _ 11-01I - I 0 F FFNE`N Architect of Record: 1Wv,/� a� AK-080917-1 AK-080917-1 AK-080917-1 AL,L PUMPS TO BE HARDWIRED TO CONTROL PANEL. @H" .. 1 ;M'r01x ;o-, DISCH. PU P RATINGS: P 1 P2 PAGEJ /V12 PUMP 1 3/4HP O 115V COI�TI�1L c�TI ON DI-kGRkM a ' © MOTOR 15.0 F.L.A. BLU REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-Iba. MAIN ELECTRICAL PANEL ce2 N2 csrrz a tnoPs 11 c .� o- -� ---- RECIRc. Pu1AP RAnNcs: R I T E C T U R E P c HYDRO ACTION CONTROL PANEL Imo'—� - o oR 115.0 F.L.A. CB3 M3 '1 �'-Q•' I6 PLC INPUT ��®�O i yo-- ---cl r °� P 1 1�1 �Pu�IP RATINGS:- JM2 ARCHITECTURE, PC --_O 150 F.LA116y As-1 O O 2410 NORTH OCEAN AVENUE CB A CB 1 7 (n C CIF W SUITE 300 J° °" ICI' co�IP COMP• RATINGS. 5 �A 6 RUN A�uD� p� � FARMINGVILLE, NY, 11735 11W -—i �IQTQR 1/4 6.4 F.L.A. F HP O 116y U MUTE an '' p��®ff�[pQ�� �`�� T 631.320.3305 1 631.320,3307 ALL o CB 2 'T TEST AIR BLOWER � 0 ALARM P N Applicant: CB 3 w LR1-Q1 R 1 NAG PLC INPUT PI N P1 N P1 N c1 N 1 2 3 4 5 s � c, LR1-Q2 w OVERRIDE 3 ? 4 12 PLC INPUT Y Y a a M A UNMNG �� 14 PLC INPUT m a Y w ri Architect of Record: TO CONTROL '�'-°3 3 a 0- a a m JM2 Architecture,PC PANEL a NMNe DOSE 17 PLC INPUT a W 24 10 North Ocean Ave.Suite 300 a a a a a w w HIGH WATER ALARM 1° DEMAND Y � X g U U G31-farmi gvi- 0 11738 LR1 SPRAY 16 PLC INPUT — — o s = = 631 320 3305 CIRCUIT BREAKER SPECIFICATIONS. BLU BLU Structural Engineer: 3a � ELECTRICAL PANEL NOTES. FAIN PANEL DISCONNECT DUST BE PROVIDED BY INSTALLER. NOTES: FAIN PANEL DISCONNECT MUST BE PR DED BY INSTALLER. ALL INFORMATION CONTAINED M THIS DRAWING IS DASHED LINES INDICATE ITEMS N,T CONTAINED IN THE PANEL DASHED LINES INDICATE ITEMS NOT C AWED IN THE PANEL CONFIDENTIAL AND PROPRIETARY TO SEPTIC PRODUCTS INC. M�� FIELD WIRING MUST BE A MINIMUM OF 60-C COPPER WIRE, FIELD WIRING MUST BE A MINIMUM OF 60-C COPPER WIRE, CB A - 20 AMPS TO PRESERVE ENVIRONMENTAL RATING OF PANEL, USE FITTINGS TO PRESERVE ENVIRONMENTAL RATING OF PANEL, USE FlrnNGsgp� CHANGES TOLERANCES DRAWN BY DATE IANO HUBS WITH SAME ENVIRONMENTAL RATING AS ENCLOSURE AND HUBS WITH SAME ENVIRONMENTAL RATING AS ENCLOSURE. F DECIMALS C. BARRICK 0e/11/17 TERMINAL CONNECTIONS VERICOMM CONTROL PANEL =r1gp� ° RN E _ta;o MATERIAL SPECIFICATION: CHANGES TOLERANCES DRA By DATE CHANGES TOLERANCES DRa BY DATE D FRACTIONAL MEP Engineer: C B 1 - NOT USED !BCA ,arp G /,V,T SCHEMATIC, ELECTRICAL IF J— c.eumlcx ae/t,/,7 SCHEMATIC, ELECTRICAL C x/x-t.,/64 �� TMk WEOWTO: Ea cTa., SPEclrlrw • B ANGLES AS NOTED FULLAK-080917-1 WIRINGDIAGRAM CB 2 - 15 AMPS > -_, > __,„,ANaes � NOTED FULL AK-080917-1 ,,� AS NOTED AK-080917-1 CB 3 - 15 AMPS Surveyor: POLYLOK POLY-VENT 2.88" PART NO. -PCF-PLV MATERIAL -ABS Project Name MAXIMUM AIR FLOW - 330 CFM CaSarona �eSldence POLYLOK 24" FLAT COVER ® PRESSOR 5 PART#-3008-WEST TYPE 13.25" ._ MARTERIAL HDPE Cutchogue -- (8)#12x2" HEX WASHER Dimensions Performance Curves Specifications SECTION A-A �\ HEAD SCREWS [Unit: mm(inch)] Rated Loading Pressure[kPa(PSI)] Project Address MATERIAL - 302-304 HP-80 501-lz 60Hz 55 Glen Ct, Cutcho9ue, STAINLESS STEEL HP-60 HP-80 �—� 26.52" — 235 21 180 [� ( )"""] 14.7 2.13 [CFM] NY 1193 5 / s POLYLOK AIRPUMP MODELS" (9,25) (0.83) (7.09) 150 Rated Voltage V AC100 J 110-120/220-240 PL-ET40, PL-ET60, PL-ET80 - 5.0 PL-ET100, PL ET120, PL-ET150 Power Supply Fre ue I q yHz 50 60 1 50 1 60 Project Type e POLYLOK 12x24 BASIN 4 0 Rated Loading Pressui e kPa 14.7 PART NO.-3008-612B PrOpOsed Single-Family MATERIAL-HDPE cp18 196 �00 Airflow Volume �/min 60 80 ` l CAPACITY-3.34 CU.FT (0.71) (7.72) > 3.0 Power Consumption W 51 71 ReSldence POLYLOK VENT SCREENS nnnnnn 37 P 0 •-2 Noise Level dBA 35 36 a _ Revisions POLYLOK AIR PUMP BASIN PART#-RA712-CP f I (1.46) Q 50 2.0 Weight kg 7.0 Issued for Submission to Zoning Board Review 1-8-2024 MATERIAL-ALUMINIM 130 100 PART#-3008-APB (5.12) (3.94) ° m 1.0 0 10 20 30 40 50[kPa] — ---- \�_� 1.0 2.0 3.0 4.0 5.0 6.0 7.0 [PSI] Pressure 15.53 [39.4cm] ' PUMP DETAILS SAFETY SCREENS ARE TO BE INSTALLED AT ALL MANHOLE COVERS WEIGHING LESS THAN 60LBS., THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS 0 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A PLC CONTROL PANEL 10 VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. W/ COMPRESSOR SECTION A-A STATE EDUCATION LAW. REMOTE 2 LOCATIONS FOR 2"PIPE PORTS TO BE CUTOUT IF REQUIRE, \ DOMED SHAPE FOR A �-.. / MAXIMUM LOAD STRENGTH ,•" HANDLE FOR EASY REMOVAL PO OF SAFETY SCREEN O1O 1O DraWing Title N ON ON 9 BOTTOM DETAIL FITS POLYLOK U PART NO.-3008 \ li ® A I A ,�, °I 3008R12B 6 SlanitaryDetails 3009-AR /"i„ �,• I (' B i B I 8$ 3009-RTR24 3008-RP I AND ALL 24"SMOOTH WALL CORRUGATED AND RIBBED PIPE - i ' 6- EPDM FOAM GASK INSTALLED HERE / CAN BE USED WITH I 1 25.991N. OR WITHOUT SCREWS ® I ; SCTM# 1000-083.00-01.00-036.001 BUILDING No: .,7IN A61N\ 2s.5z1 POLYLOK 24"SAFETY SCREEN SCDHS No.: 3,6 IN. JM2 No: 2 22-0856 ,.ao IN 1.28 IN. PART NO.-3008-SS 2.7a IN. JP MATERIAL-HDPE PLANNING No: DATE: 1/8/2024 1. 21N. i s\ 121 tl 3.281 1.301 `�- SEAL SIGNATURE: DESIGNED BY: Author � POLYLOK 24"HEAVY COVER 4J" w,s-c 1/1 —�— LJ. N Fat N N C1 1 2 S 4 -A,m CHECKED BY: Checker REMOTE PLC CONTROL PANEL PATERIALRT NO. HDPE _ - W/ COMPRESSOR MATERIAL-HDPE ,r� SECTION B-B 23.2s IN.DIA. COLOR-GREEN � • Ft1` '��'�ED 1 rrC [59.15 cmj ��5 ` �� A, ` tij SCALE: ® M� CVER6tl®E ALAFd�l1 °� �� �� DWG No:F'ri1y� � � � 9 REMOTE CONTROL PANEL & PUMP 24" LOCKING COVER - HDPE 24"' SAFETY SCREEN - HDPE 1 REMOTE CONTROL PANEL s�gTF 09 5 F NEON 51TE DATA Architect of Record: TEST HOLE DATA SHEET LIST S.C.T.M.#: 1000-083.00-0 I.00-036.00 I Sheet Number Sheet Name Sheet Issue Date PROPERTY ZONING: TOWN OF SOUTHOLD R-40 RESIDENCE DISTRICT SURFACE ELEVATION @ APPROXIMATELY +58.20' USE: SINGLE FAMILY RESIDENTIAL " JM2 LONG ISLAND SOUND A-100 Site Plan 10/1/2024 51TE AREA: 25,308.36 SF(0.581 ACRES) I i� A-101 Sky Plane Analysis 10/1/2024 AREA OF CONSTRUCTION: 3,127 SF Mixed sand and loam A-102 Sanitary Plans 3/14/2024 OCCUPANCY CLA55: K(RESIDENTIAL) R C I T E C T U R E Pc ------ 2" A-103 Sancta Details 3/14/2024 CONSTRUCTION CLA55: V(WOOD FRAME) Awl 00 Sanitary MAX BUILDING HEIGHT: 25' Pala gray silt MIL A-200 First Floor Plan 3/14/2024 t f 41 I€ JM2 ARCHITECTURE, PC A 201 Second Floor Plan 311412024 PROPOSED 3,127 SF SINGLE FAMILY RESIDENCE 2410 NORTH OCEAN AVENUE �Kl BASEMENT FLOOR AREA: 255 SF OCT " 9 ;' A-202 Roof Plan 3/14/2024 SUITE 300 hlGhi WATER MARK 10/1/2024 FIRST FLOOR AREA: 2,088 SF FARMINGVILLE, NY, 1 1738 _ A 300 Elevations SECOND FLOOR AREA:784 SF "�• T 63 1.320.3305 F1 G31.320.3307 A-301 Elevations 10/I/2024 . 5-100 Foundation Plan 3/14/2024 NOTE: NO WELLS WITHIN 150 FEET OF THE PROPERTY e - I 5-101 Foundation Pers ective Plan 3/14/2024 SUBDIVISION NOTE: LOT NUMBERS SHOWN THUS: LOT I REFER TO MAP OF BIRCH HILLS FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JULY 19, 196 1000-083,00-01,00-004.000- p AS FILE NO.4908 Applicant. OWNER:LAND NOW OR FORMERLY OF BIRCH HILLS PROPERTY OWNERS A55OCIATION INC` - Brown and pale brown silty sand SM KEY MAP 6. ZONE: -0, USE: BEACH I PARK ZONING AN AL.YS I R Architect of Record: TOWN OF SOUTHOLD R-40 RESIDENCE DISTRICT n, JM2 Architecture,PC 'GO°35 Ef 20 Suite 300 � REQUIRED PROVIDED `" BDCKNFAD °�a 24 I 0 North Ocean Ave --- �- �_ - 40,000 SOFT 25,308.36 SQFT ,Pt,q,Krt-t.,,p an 0 »,,, armor 2 e - -'� LOT SIZE 11935 G31 320 3305 --- --.-�. LOT WIDTH 150' 100' `��^'� Structural E g eer. , _ - � unn.c Ma1n1,.Pr, L 75' 5 5 I' _ LOT DEPTH I 25 � ll-1 " _..---_-- o 'FRONT YARD' 40' 25'0" - - m - m - SiDE YARD 15' 35 35' 36 8" , 74 Pale I}rownfineta medium sand SP TOTAL SIDEYAR %$' MEP Engineer: D - - - ---- - a _ '� BLUFF SETBACK 100' 99 5'FROM HOUSE "BLUFF SETBACK' I R POOL LOT COVERAGE 20%(3,676 SQFT) 15.G%(SEE BELOW) MAX BUILDING HEIGHT 25' 25' Gi,,,P.F . Sury y r. - -_ - - A - - - -__ 3` ,�� � 4 NOT TO SCALE so y NUMBER OF STORIES 2 / 2 -- --------- -a! --------------- - ., -. -- _- -- --. �:, _ 5 ,� NO GROUNDWATER DETECTED. SKY PLANE I zn 2 12112 ,� -- - 111GI1EST EXPECTED WATER APPROX. @ NAVD88 EL + 14 y O.C)4 it i,a,�p`G.t•sg,anr VARIANCE REQUIRED _ 51TE NOTES TEST HOLE DUG 8/18/2022 BY Project Name EX. RETAINING WALL McDONALD GE05ERVICES � TOP OF BLUFF � �- �-�; 35arona I�e5lGlence, i PO DOX 1258, 50UTHOLD, NY 1 1971 1. TH15 51TE PLAN 15 BASED ON A SURVEY PREPARED BY NATHAN TAFT CORWIN III, LAST DATED JANUARY 30, 2023. DATUM IN NAVD 88 Xx M INTAIN CLEARED 4'WIDE o \._ 2. APPLICATIONS REQUIRING THE PROVISION OF A STABILIZED CONSTRUCTION ENTRANCE,THE CONSTRUCTION SPECIFICATIONS AS STATED WITHIN THE NY C utch o ue AC(CE55 ATH THROUGH BUFFER i ` 5s COASTAL EROSION HAZARD LINE AS SCALED FROM STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, PAGES 5A.75 AND 5A.76 SHALL BE FOLLOWED.CONSTRUCTION AND 9 N COASTAL EROSION HAZARD AREA MAP DEMOLITION DEBRIS MATERIALS SHALL NOT BE CONSIDERED FOR USE WITH STABILIZED CONSTRUCTION ENTRANCE INSTALLATIONS. EX,ADJ. FENCING " - PHOTO No. 58-545-83 SHEET 4 OF 49 3. ALL NEW ON-51TE CONCRETE SHALL BE 4000 PSI 28 DAY COMP.STRENGTH�AIR ENTRAINED PER TOWN STANDARDS Project Address I LOT COVERAGE(SOUTHOLD TOWN) GROSS FLOOR AREA(5OUTHOLD TOWN) 4. CONTACT THE ENGINEERING INSPECTOR AT LEAST 48 HOURS PRIOR TO START OF ANY WORK.WORK PERFORMED WITHOUT INSPECTION SHALL BE 55 Glen Ct Cutch o u e 1000 083.00 01.00 033.001 x PROJEgI pI TING FENCE/LIMIT LIMIT OF PROPOSED 25 FT WIDE VEGETATED DESRIPTION(FOOTPRINT) AREA(5F) LOT COVERAGE(%p) DESRIPTION(FOOTPRINT) AREA(SF) CERTIFIED TO THE TOWN ENGINEER'S SATISFACTION AT APPLICANT'S EXPENSE." 9 F D' F DISTUIII OWNER: LAND NOW OR FORMERLY OF -----. __ RBANCE= 158 RBANCE \ NON-TURF BUFFER TO BE PLANTED WITH NATIVE t 5. COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS.ALL UTILITIES SHALL BE INSTALLED BELOW GRADE. NY 11935 -- 24 SF TOTAL SITE AREA 25,308 TOTAL SITE AREA 25,308 ERTAN YENICAY \; VEGETATION G. OBTAIN A TOWN RIGHT-OF-WAY WORK PERMIT PRIOR TO CONSTRUCTION WITHIN THE TOWN RIGHT-OF-WAY ZONE: R-80 - -- -- --- __ TOTAL BUILDABLE LAND' 18,382 TOTAL BUILDABLE LAND' 15,352 7• CLEARING LIMIT LINES SHALL BE STAKED OUT BY A LICENSED LAUD SURVEYOR,AND EITHER SNOW FENCING OR CONSTRUCTION FENCING SHALL BE USE:SINGLE FAMILY RESIDENCE I DWELLING W. 2ND FLR.O.H. 2,366 12.9 FIRST FLOOR 2,231 ERECTED TO PROTECT AREAS FROM DISTURBANCE OR ENCROACHMENT PRIOR TO THE START OF ANY ACTIVITIES ON SITE. FENCING SHALL NOT BE PRIVATE WELL>150' x �+ __- - __ - ;" ,� REMOVED PRIOR TO COMPLETION OF FINAL SITE GP�ADING OPERATIONS" Project Type o +� UNCOVERED 2ND FLR. DECK OVER UNENCL051D CARPORT 109 0.6 FIRST FLOOR DOUBLE HEIGHT SPACE 0 8. PLACEMENT OF FILL,INSTALLATION OF RETAINING WALLS, DUMPING OF MATERIAL,EXCAVATION, MINING,OR 51MILAR DISTURBANCE OF LAND REQUIRES AN Pro�oSed 5 n 9 I e-Family ,,, �` APPROVED SITE PLAN. COMMENCEMENT OF ANY ACTION OF THE ABOVE WITHOUT APPROVAL IS PROHIBITED AND SUBJECT TO LEGAL ACTION. s4 x = ( - , n COVERED ENTRANCE 121 0.7 SECOND FLOOR 916 9. CONTRACTOR SHALL CONTACT THE FIRE MARSHALS OFFICE PRIOR TO INSTALLATION OF ANY FIRE SERVICE WATER LINES TO PROVIDE FOR PROPER p p PROP. 8' 0 6' PROP.8'0 X 7' PROP. (3)8'0 X 9' ,7r IN-GROUND POOL W1 COPING 274 1.5 UNCOVERED 2ND FLR.DECK OVER UNENCL05ED CARPORT N/A INSPECTION COORDINATION. Res 1 d e n ce x+ DEEEP DR ELL DEE�RYWELL DEEP DRYWEL ` •" z• TOTAL AREA OF ALL STRUCTURES 2,870 15.6 COVERED ENTRANCE N/A 10. ALL EXISTING OR PROPOSED SUBSURFACE ELECTRIC,TELEPHON=OR.CABLE SERVICES SHALL BE INSTALLED INAPPROPRIATE CONDUIT SL.FEVES WHEN PERMANENT, IMPROVED SURFACES ARE PROPOSED OVER THE POUTING PATH, Revisions PROPOSED 4'HIGH POOL ( ( ( 1- - -{ 1 1 ' oo MAXIMUM LOT COVERAGE ALLC)WED-20%p IN-GROUND POOL NIA 11. ALL RECYCLED PORTLAND CEMENT CONCRETE AGGREGATE(RCA(AND FILL MATERIALS ARE TO BE FROM AN APPROVED SOURCE. RECYCLED PORTLAND FENCING ENCLO51NG PATIO 1, \ I � � _>� \ 1 11 } PROPOSED 4'HIGH POOL CEMENT CONCRETE AGGREGATE 15 TO BE CERTIFIED. DOCUMENTATION 15 TO BE PROVIDED SHOWING THAT THE MATERIAL OBTAINED 15 FROM A NYSDEC Issued for 5ubm15510n to Zoning Board Review 1-8-2024 o z \ o z I= LOT AREA LANDWARD OF CEHA BOUNDARY AND/OR TOP OF BLUFF TOTAL AREA OF ALL STRUCTURES �3,147 5CDH5 and Buildin Dept.Comments 2-27-2024 fE FENCING ENCLOSING PATIO REGISTERED OR PERMITTED CONSTRUCTION AND DEMOLITION(SD)DEBRIS PROCESSING FACILITY AS SPECIFIED IN SECTION 360 16.I OF 6NYCRR PART 9 P x I MAXIMUM GFA ALLOWED-3,146757 360, "SOLID WASTE MANAGEMENT FACILITIES"," SCDHS Comments T.O.W. 60.0 I I PROPOSED 2ND FLR. I 12, CONTRACTOR MUST COMPLY WITH APPROVED WORKING DRAWINGS AND REQUIREMENT SHEETS. NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY WRITTEN x ,, B.O.W. 57.7 \ I I - ARCHITECTURAL ACCENT I= LOT AREA LANDWARD OF CEHA BOUNDARY AND/OR TOP OF BLUFF APPROVAL OF TOWN ENGINEER. Issued for Submission to Zoning Board Review 10-i-2024 PROPOSED 1523 SF,' 25.0' I BEAMS(NO ROOF) 1000-083.00-01.00-002.000 13. A SUB-SURFACE IRRIGATION SYSTEM SHALL BE PROVIDED FOR ALL LANDSCAPE AREAS I F GRADE-LEVEL OWNER: LAND NOW OR FORMERLY OF l T.O.W. 57.7 14, ON SITE LIGHTING SHALL BE DESIGNED 50 AS TO PREVENT ILLUMINATE OR GLARE ONTO ADJOINING PROPERTIES OR ROADWAYS. PRIOR TO THE ISSUANCE S� \ MASONRY POOL PATIO PROPOSED IN-GROUND 2GA _ J.BRYAN t M. BRYAN REVOCABLE TRU5T5 T, BRYAN OF ANY CERTIFICATE OF OCCUPANCY,THE LIGHTING CONTRACTOR OR ELECTRICIAN SHALL PROVIDE AN UNDERWRITERS LABORATORY CERTIFICATE AND I. s8 23.2 SALT WATER POOL ZONE: R-40 LETTER STATING THE LIGHTS HAVE BEEN ENERGIZED. T.O.W. 55.00 USE:VACANT 15. LOAD TICKETS REQUIRED FOR ALL FILL MATERIALS BROUGHT ON SITE, IDENTIFYING THE SOURCE,AND QUANTITY OF MATERIALS.ALL FILL TO SATISFY THE II 189 SF UNCOVERED 2Na FLR. 0T �_ _ LINE OF MINIMUM 1000-083.00-01.00-003.000 REQUIREMENTS OF SOUTHOLD. DECK OVER 15T FILOOR - - - - - - - - "' 19,T o 5�' BLUFF SETBACK OWNER: LAND NOW OR FORMERLY OF 16, ALL C f D MATERIALS EXPORTED FROM THE SUBJECT PARCEL SHALL BE TRANSFERRED TO AN APPROVED NYSDEC FACILITY, LOAD/TRANSFER TICKETS TO BE @;, X \ 23.3' C\' 19.2' PROPOSED 6'X 10'FENCED J.BRYAN M.BRYAN REVOCABLE TRUSTS�S. BRYAN RETAINED AND COPIES PROVIDED TO THE TOWN OF SOUTHOLD ENGINEERING INSPECTOR FOR THE RECORD. PROPOSED 12-STORY,35R, DWELLING +., ZONE: R 40 ENCLOSURE AROUND HVAC AND USE: SINGLE FAMILY RESIDENCE 6•1 --- x FF. EL. +58.50' POOL EQ. I 1 2,242 S.F. FOOTPRINT PUBLIC WATER BUILDING CODE AN ALMS 15 �<>. I 2-STORY 501E BORING LOCATION-NO x 'r? GROUNDWATER ENCOUNTERED 61? I 4 0' I-STORY `Y' - PROPOSED RAISED PLANTING BED I. THE NEW CONSTRUCTION ILLUSTRATED ON THE FOLLOWING SHEETS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 20l 5 INTERNATIONAL RESIDENTIAL 124 CI 2ND FLR.OVER PROP. 1 - - 1 1 BUILDING CODE, 2017 NY5 UNIFORM CODE SUPPLEMENT, 2015 IECC, 2016 EC NYS SUPPLEMENT,AND ENGINEERED DESIGNED STRUCTURAL UN,ENCLOSED CARPORT"\ ELEV. + ► a? 13.5 - 2 8' '\ COMPONENTS PER ASCE 7-10. CUSTOM DESIGN CALCULATIONS HAVE BEEN DONE BY THE ARCHITECT FOR TH15 PROJECT. I f I I �' SHAFT L -2.T- I '}�_ \ UNCOVERED NIE C 2ND FLR. DECK - -19 I,- 1; _COVERED ENTRY 20.0'_ _. 2. THE FOLLOWING ARE DE51GN LOADS UTILIZED IN THE DESIGN OF THIS ADDITION/RENOVATION: OVER UNIENCLOSED CARPORT EL. 58 A. LIVE LOADS: \ \ N- - - - - � W' 57.2 W- PROPOSED WATER SERVICE LINE -= _ _ ROOMS OTHER THAN SLEEPING ROOMS 40p5f SLEEPING ROOMS 30p5f PAVERS Q O; \� 1 _W- STAIRS 40psf T.O.W. 65 `o. m :J>EL 58.I" \`t I I ATTICS WITH STORAGE SPACE I OPs D.O.W. 57.9 PROPOSED PERVIOUS HEDGES TO GROUND SNOW LOAD(P ) 25 sf '{►'' a z �D_�` BE REMOVED GLEN COURT 9 p THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS PROP, 8 X 6 - 5.0 MIN. , o GRAVEL DRIVEWAY SNOW LOAD, FROM THE CALCULATION: �i AN500-C`y' DEEF'DRYWELL �, ��o ` N � . '�• EP .-`%- �� � \i _z I I �_ �� Pf=0.7(Ce)(Ct)(p(Pg)= SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A 50 0 WIDE R.O.W. VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. LP-I � � Pf=0.7(0.9)(I.0)(I.0)(25p5f)= 15.75 psf X PR \ - -� o I I+ GRAVEL AND 1000 083.00 01.00 037.000 RAIN-ON-SNOW SURCHARGE LOAD: 1 STATE EDUCATION LAW. OPOSED MASONRY RETAIN IN LL ASPHALT PAVEMENT OWNER: LAND NOW OR FORMERLY OF Pf=20(1)= T.O.W. 67 -�' BIRCH HILLS PROPERTY OWNERS ASSOCIATION INC T.O.W. GO ZONE: R 40 Pf=20(I.0)=20 psf `oSE: RIGHT-OF-WAY 20.00- 15,75= 4.25 psf Drawing Title q ..__y SURCHARGE LOAD REDUCTION: B.O.W. 57.9 n B.O.W.B.O,W. 57.9 `" 60°35'20°W � - _► _ 4.25 psf + 15.75 psf = 20.00 psf 41.56' TOTAL SNOW LOAD DESIGN = 20.00 psf I5 (SEE STEEL FRAMING PLAN FOR PONDING INSTABILITY VERIFICATION AND CONSIDERATION CALCULATIONS) 51te Plan 1000-083.00-01.00-026.000 v B. DEAD LOADS: OWNER: LAND NOW OR FORMERLY OF EXTERIOR STUD WALL SHEATHED 15 psf J05EPH CASARONA STUD WALL W/SHEATHING ON EA.51DE 8 psf ZONE: R-40 CEILING JO15T W/SHEATHING 10 psf USE:SINGLE FAMILY RESIDENCE ROOF RAFTER W/PLYWD SHEATHING 12 psf ;SCTM# 1000-083.00-01.00-036.00I BUILDING No: PUBLIC WATER W l 1000-083.00-01,00-025.000 I OWNER: LAND NOW OR FORMERLY OF C. SEISMIC LOADS: � RFL PROPERTIES LLC LATERAL EARTHQUAKE LOAD <331-EXEMPT :SCDHS No.: JM2 No: 2022-0856 Q D. WIND LOADS: o ZONE: R-40 140 MPH.WIND ZONE PLANNING No: DATE: 101112024 NOTE:(APPROXIMATELY 900 CUBIC YARDS OF FILL I J W USE:VACANT WIND EXPOSURE CATEGORY D SEAL t SIGNATURE: DESIGNED BY: Author TO BE IREMOVED FROM SITE DUE TO EXCAVATION U n 1 LICENSED PE TO VERIFY; ALL GRADING OUTSIDE OF BUILDING FOOTPRINT TO o REMAIN Iz "' CHECKED BY: Checker SCALE: As indicated DE51GN CRITERIA Q� �° �� �.� DWG No: WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM � �- Prellmin,ary 51te Plan I 41 GROUND WINTER DE51GN ICE BARRIER FLOOD AIR FREEZING MEAN ANNUAL s ��00 SNOW LOAD SPEED WIND TOPOGRAPHIC SPECIAL WIND WIND-BORN CATEGORY WEATHERING FROST LINE TERMITE TEMP REQUIRED HAZARDS INDEX TEMP T�9�. 0 3945 �OQ l 11 - 201_011 (MPH) EXPOSURE EFFECTS REGION DEBRIS ZONE DEPTH F NEB 20 140 D NO NO I MILE FROM COAST N/A SEVERE BOT, 3'BFG MOD TO HEAVY SMALL TO MODERATE YES PER R905.1.2 ZONE X 599 51 Architect of Record: JM2 ' - RC ITECTUREP� I} � , JM2 ARCHITECTURE,PC .*' 2410 NORTH OCEAN AVENUE y ` Y I SUITE 300 tA PARMINGVILLE, NY, 11735 Ile. � j T I G31.320.3305 FI G31.320.3307 ELEVATOR 5HA OCT - Applicant: , Lb � k ; r1 - Architect of Record: JM2 Architecture,PC f ~`� 2410 North Ocean Ave.5uite 300 Farmingville,NY 11738 631 320 3305 i j r: Structural Engineer: - MEP En veer: .. r 5urve y Pyramid Perspective 7 _ 10 1 Project Name Ca5arona Residence, Cutchogue Project Address 55 Glen Ct, Cutcho ue, ELEVATOR 5HAFTI. Roof 1.Roof I 1 !ELEVATOR U2' - — -- — — — 1 SHAFT r i I ,' 82 - I,X� i i I ; NY 11935 I ! I I i. 1 O Oo Project Type ,.j � I j' iI I '' .i ' I i � ; I - 450 j , I I I I ;' Pro o5ed Sin (e-Famil 00 CO j. I11 i, 1 ' 4jr I Ii JJ CID p q v { I I I 0Qo I I 1 �J J _ � I �� ' I' I - I I i ' I •I j I i i ! O ! I i i I I i � z I I I 1 1 11 i �- N — N — O I I I w O_ 1 1 .I - .. I - -,I f I -i I- j'. I, [ I' ''I 'I• 'i' 'I- I 'I.'ir I- CL RCV151on5 �— tl.1 Issued for 5ubmI55lon to Zonin Board Review 1-8 2024 � 9 � — I i I I I I 1 ) , SCDHS and B II In - i I 1 I i € I' � , u d Dept. - I i' ,. i I 'i. - 1 I � 2 27 2024 - — C w — - 9 f't O Z i � ,. y 4 l L O I i � i � i 1 i I�. ! I; I o .I I I o 5CDH mm 5 Co ents 3 15-2024 — O � I , , i 1 I• � i LL.. 1 Issued for ubmis 1 n S s o to Zonin Board Review 10-I-2024 CL 9 , I I I I I ! I , w i � I I I ' a 1 , 1 I I I I I � � i 1 Av r Elevat on I -Avera e Eleva on I � j� j ;. I I � ''I � � j I ) _ e aq� i I ' 1' 3/8 _Level1 I 1=I l, f t i l i l � 59 6 `�.-fall— �. I i I I I 58' - 0" 1 1; - - - -- 58' - 01111 _ - 57 8 I.V. I Uotin�-_ — — — — 1:1 •i; �'i i j. I 1 ! i I' I I, iLL II- 55' - 0'I 5 South Elev. 6 East Elev. I �gii = I i_Oii - 101 10 1) 1 Oil THE5E DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND A5 ELEVATOR 5HAFT Roof ELEVATOR SHAFT 1 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY ROOF — — — — ;•I I I I I — — — — — — — — — — — — — — — — — — — — UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A 82 _ 1 f I: 1 82 - 1 i o VIOLATION OF SECTION 7209 5U5-DIVI5ION 2 OF THE N.Y. 0 STATE EDUCATION l I 0 4 j U' LAW. i 1 I I a , i it 4 I i i I f Drawq Title , - CID N I I'I I I I I N Z I 5kyPlane Anal 515 4 w z s l _ �: _ Q I I I - - s I o ow_ L' o I o 5CTM# 1000-083.00-01.00-03G.001 BUILDING No: 5CDH5 No.: Avera e Elevation ; ` Averaa Ie Elevat n — — JM2 No: 2022 0856 59' - 5) 3/8" level 14i I ( PLANNING No: DATE: 10/1/2024 _5Level 148 T — — — _ _ F — ----- — t — — — — — — — LA 58' - 5T - 8" ; SEAL t SIGNATURE: DESIGNED BY: Author W'e5t Elev. CHECKED BY: Checker 18" = 1 -0 1 /8- I 0 I North Elev. 181 1 — 1 1-011 - I 0 I ����� LEE /� SCALE: I(8 -p DWG No. 03945 Am F F NEB 1 U4 1 5AN ITARY NOTES AND CALCULATIONS Architect of Record: SITE IS WITHIN GROUNDWATER MANAGEMENT ZONE IV AT GOO GPD/ACRE VARIES � 10.T VARIES(8.0'MIN) 10.0' SITE AREA: 25,308.3G SF(0.581 ACRES) JM2 ± PROPOSED SEPTIC SYSTEM: (1)HYDRO ACTION AN500-C(440 GPD PROPOSED) ___ (1) 8'DIA.x 12'DEEP LEACHING POOL(301.55 FTz PROPOSED) ` I PROVIDE SPACE FOR FUTURE 50%EXPANSION IARC61h I T E C T U R E P C i PROPOSED SANITARY SYSTEM FOR 4 BEDROOMS VA SIZE REQUIRED.440 GPD JM2 ARCHITECTURE, PC LEACHING REQUIRED: 300 FT2 (� 24 10 NORTH OCEAN AVENUE �(a SANITARY NOTES: SUITE 300 1 _ _ _ _ _ _ _ _ _ _ _ __ _ _ FARMINGVILLE,NY, 11738 _ _ _ _ _ _ ___ _ __ _ _ = I. TYPE 2 POOLS HEIGHT AND WIDTH OF SECTIONS AS REQUIRED, INCLUDING CONCRETE FOOTING, REINFORCED CONCRETE SLAB,AND MANHOLE - - - - - - - - - - - - - -- - - PROPOSED TWO STORY DWELLING T G31.320.3305 F� G31.320.3307 �I l� FF. EL +58.50' COVER(WHEN BASIN IS SET TO FINISHED GRADE). 2. MINIMUM 8'BETWEEN SANITARY LEACHING POOLS. MINIMUM 10 BETWEEN STORM DRAINAGE POOLS. MINIMUM 20 BETWEEN STORM PROPOSED BUILDING I DRAINAGE POOLS AND SANITARY LEACHING POOLS. MINIMUM I O'BETWEEN SANITARY LEACHING POOLS AND BUILDING FOUNDATION. MINIMUM 1 , Applicant: ` 5 BETWEEN SANITARY LEACHING POOLS AND UNDERGROUND UTILITIES. CONTROL PANEEL 4 AIR 3. ALL POOLS UNDER PAVEMENT TO HAVE SURFACE ACCESS. i PUMP SET IN PRECAST // II 4. ALL OTHER LEACHING POOLS TO HAVE POSITIVE SURFACE ACCESS. I II LIMIT OF DRIVEWAY 5. ALL INTERCONNECTING PIPE TO BE 4"DIA.5DR 35 PVC, UNLESS OTHERWISE NOTED,PITCHED AT 1/47FT BETWEEN CLEAN-OUT SEPTIC TANK, ----" CONCRETE CASTING W/_ _ _ _ _ _ II CLEAN-OUT CLEAN-OUT AND GREASE TRAP(IF APPLICABLE)AND 1/87FT MIN. BETWEEN LEACHING POOLS. 24 H2O COVER TO I - _II �'��_ W_ GRADE ELEVATFION u _ \ PROPOSED w- ---W Architect of Record: R LINE - — I/A OWT5 NOTES: JM2 Architecture,PC FINISHED FLOOR I - - - - ELEC. LINE TO CONTROL /�II, �0 I. THE DESIGN ENGINEER SHALL OBSERVE THE OWT5 PRIOR TO BACKFILL AND DURING SYSTEM STARTUP,ELEVATION EL.: SEE CHART EL.:SEE CHART EL.:SEE CHART EL.:SEE CHART III �/ i 2. THE OWT5 INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLK COUNTY DEPARTMENT OF HEALTH AND SHALL BE AN 2410 North Ocean Ave.Suite 300 -- BC_._ i PANEL t AIFR PUMP O I - - - - - I - - - - — - -- - - L - - - � )0111� GRAVEL I G3 1 Farm1320 3305n�ville,NY 11738 ` hYDRO ACTION I AUTHORIZED INSTALLER - / AN500-C 3. THE OWT5 INSTALLER 5hALL REGISTER THE ON51TE TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH.THE DESIGN 1 I I 2"5C;H 40 PVC VENT PIPE DRIVEWAY ENGINEER SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY 5CDH. Structural En Ineer: 4 DIA.SDR 35 PVC PITCHED I 8 DIA,x 12 DEEP EXPANSION 8 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL BE 9 4"DIA. SDR 35 PVC PITCHED - /� 0' I AT I/8"/FT MIN. BETWEEN POOL TO BE INSTALLED UNDER --� '' i � 0 `� `�� 8'DIA.x 12'DEEP PROVIDED TO SCDH. AT I/4 /FT BETWEEN CLEAN TREATMENT TANK LEACHING PROPOSED PAVER WALWAY AREA /� `� AN500 C�� � -` `/- LEACHING POOL 5. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWT5. I OUT 4(PRETREATMENT TANK POOL y G. OWT5 SHALL BE TESTED FOR HATER TIGHTNESS PRIOR TO ARRIVAL TO THE SITE USINGA METHOD APPROVED BY THE MANUFACTURER. > W/CAST IRON COVER 5.2 Q Q / 7. ALL ELECTRICAL LINES FROM THE DWELLING TO THE CONTROL PANEL AND FROM THE CONTROL PANEL TO THE JUNCTION BOX SHALL BE SEALED EP i� > AND WATER TIGHT. MEP Engineer: FLOW FROM TOILET INVERT EL.(OUT) ® ® ® ® ® ® ® ® ® ® ® ,` i o O 8. CONTROL PANEL TO BE SET ON A PRECAST CONCRETE PEDESTAL AND SET 2 INCHES ABOVE GRADE TO PREVENT WATER INTRUSION. ROOMS @ 1/4"PER -► 1 INVERT EL. (IN) L U_ / FOOT MIN. SEE CHART SEE CHART ® C51 ® ® ® ® ® ® M o - - -o LP. 9. OWT5 SHALL BE LOCATED MINIMUM 3'-0"FROM THE DRIVEWAY.A G"INCH HIGH PRECAST CURB SHALL BE INSTALLED IN-BETWEEN THE INVERT EL (IN) ® ® ® ® ® ® ® ® ® ® MIN. 2''CAST IRON PIPE ® ® ® ® ® ® ® ® ® ® ® - - - - - _ _ _ - z DRIVEWAY AND THE OWT5 IF 3 FEET SEPARATION CANNOT BE MAINTAINED, SEE CHART EXTENDING BEYOND THE M ® ® ® ® ® ® ® ® ® ® - - - _ _ _ 1 10. NEW I/A OWT5 TO BE VENTED THROUGH PLUMBING,NO HOUSE TRAP TO BE INSTALLED. EL.:SEE CHART — ® ® ® ® ® ® ® ® ® ® ® U6 - 11. PROVIDE 2"VENT PIPE FROM THE OWT5 TO THE PRINCIPAL BUILDING AND CONNECT TO THE SEWER VENTING SYSTEM. PIPE SHALL HAVE A v FOUNDATION FOR ALL Lri ® ® � ® ® ® ® ® ® ® M —- P051TIVE SLOPE FROM THE OWT5 TO THE BUILDING SO ANY LIQUID WILL DRAIN TOWARD UNIT. Surveyor: - P LINES SANITARY ® ® ® ® ® ® ® ® ® ® ® 12, CONTRACTOR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CONNECTION PRIOR TO COMMENCEMENT OF CONSTRUCTION. 1 I LINES ��' � _ CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES IN THE INVERT ELEVATIONS. HYDRO-ACTION AN500-C ® ® ® ® ® ® ® ® _ ® ® 13. DISTRIBUTION BOX RISERS SHALL BE VERIFIED AND COORDINATED BY CONTRACTOR IN FIELD DURING INSTALLATION. ® ® ® ® ® ® � ® ® ® ® 1 ® Iz ® ® ® ® ® ® ® ® Ei 14. HOLDING TANK5 SHALL BE PROPERLY VENTED AND SHALL BE EQUIPPED WITH A LIQUID LEVEL FLOAT SWITCH, HIGH WATER LEVEL ALARM AND 1 ® ® ® ® ® ® ® = _ ® ® C AUTO DIALER OR OTHER ACCEPTABLE AUTOMATIC NOTIFICATION SYSTEM. ® ® ® ® ® � ® ® _ ® ® M ® ® ® ® � ® ® _ ® ® GENERATL NOTES: Project Name ® ® ® ® ® ® ® ® = ® El \ 0 ALL SURROUNDING DWELLINGS WITHIN 150FT ARE IMPROVED AND SERVICED BY PUBLIC WATER ® ® ® ® ® ® ® ® ® ® ® THERE ARE NO WELLS WITHIN 150FT OF THE SUBJECT PROPERTY Ca 5a rona Re51 Gl ence, • CONTRACTOR SHALL MAINTAIN DOWNWARD SANITARY FLOW FROM HOUSE TO SEPTIC TANK t LEACHING POOLS 1 I I o ELEVATIONS IN NAV88 DATUM Cutchogue _ -- - - - -I - _ - _ - I _ _ _ _-_ L _ _ _ - -- Preliminary 5te Plan - Callout ASSUMED GROUNDWATER ELEV._._'(TEST HOILE#_) 1 11 = 1 01—OIL _ I O Project Address SANITARY STRUCTURE SCHEDULE 55 Glen Ct, Cutchogue, TYP. 5AN ITARY P KO FI LE STRUCTURE NO. TYPE/SIZE RIM ELEVATIONS A B INVERT IN ELEV. INV.OUT ELEV. NY 11935 1 /4 /^II I I—OIL "10 OVER'T ALL VE INTERNAL � 307-R2 PACE 307-R2 P�,E ST AN400 - - _ _ _ Project Type 4I P'JVP COMPRESSER POWER CIRCUIT OVERLOAD PROTECTION. - a C 1� �I cSNI a 7s M.A1 0- ..aT - 1 2 Li I � LTfSPRAY ex PUMP , Ell W1 rOF05ed ingle-Family .n N N N ----------; MOTOR)PUMP RATINGS N�, i 3/4HP O 115V x ,1 @ 15.0 F.L.A. LRI-01 a CB2 C562 a imas M22 �V _ 'IRC M' e5ldence •�` RECIRC'•,PUMP RATINGS: I����C�I�_--•--__ PUMP MP 0 115V LRI-02 Y l_E---- •MOTOR! 15.0 F.L.A. L -r^\- S ce3 I o- I� -.,� RCV1510n5 CSRS a LOOPS J �� L MIXER .PUMP RATINGS: PUMP 3/4HP 0 115V LRI-04 Issued for 5ubmi5510n to Zomn Board RCVICW I-8-2024 %N ------ MOTOR: 15.0 F.LAIm [6 PLC INPUT 9 C84 - JUR 7CN 5CDH5 and Building Dept,Comments 2-27-2024 "• O' r''--""—"--�COMP•;COMP.RATINGS: U COVER TO GRADE SCDhS Comments 3 15 2024 V " MOTOR I/4HP O 1,5V �"' N -"--'-- 5.4 F.L.A. HWA RUN / 5 - MUTE"` STOPPER OR END PLUG 155Ued for 5Ubm1551on to Zonmg Board Review 10-1-2024 T`-a- I 0 !TEST ALARM � // // / // / gli�`Fr W D I i••' o- RED DEPTH SEWER Wi B, ENAALE t a-tL 2 [1 PLC INPUT VARIES PIPE PLC INPUT CSRl 300 ELBOW C£R 1 13 PLC INPUT CSR2 PLC INPUT PVC SCHED, 40 14 CSR3 FROM 10' 9'1 15 PLC INPUT BUILDING TO SEPTIC --- SEWER —iSYSTEM WIRING DIAGRAM CAST CAST IRON THRU IRON \_1200 WYE I Q BUILDING FOUNDATION TO ( (( y ! PLC CONTROL PANEL WITH AIR & TO EXTEND 21-0" PVC PUMP. MAY BE MOUNTED ON _- BEYOND FOUNDATION ADAPTER 6' INLET - OUTLET v UNIT OR REMOTELY. 1 �{ J «•, f , WALL MIN. - - `�` � "• «� •! 2 F s. HIP-RI AIR COM1!PRES8041 POLYETHYLENE ENCLOSURE CLEAN OUTS ARE TO BE INSTALLED: 0 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS .r •« 2e 1 ) AT FACE OF BUILDING OR WITHIN SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A I 15-20 LOAD RATED BOLTED CAST IRON � "" , :� �._ BUILDING BEFORE EXITING. VIOLATION OF SECTION 72095UB-DIVISION2Of THE N.Y. COVER.MAXIMUM OF 3'OF EXTENSION E STATE EDUCATION LAW. �r. :� COLLARS MAYBE USED TO BRING �+� c I � r SEE SEPTIC ELEVATION FOR WITCH). AiaaooPLc GRADE CASTING TO GRADE. — -- pIANVIEW A�TJtLC 2) BEFORE A BEND,SWEEP OR WYE. 0 CONTROL PANEL AND A)FE SCUNCNPOOF-EN OEU 3) EVERY 75 FEET OF SEWER LINE.Cl) DrawingTltle _ SOU"1RPROCF ErJi.LO�URE ON �o I I I III—I I BUTYL RUBBER GASKET B PRECAST cikGRET£R&D HP�AIR coTaPREssoR RUBBER PIPE CONNECTOR I p LIGHTALAIIII MOUNTEHORN D ArJ4�oRLccoNTRRa PaNEt LIGHT 2AOUNTED TO _ J4 i OUTSIG@ OF ENCLOSURE ^k'R HOSE&ELEC?RICAI.SUF>r'LY y INLET -I I I— OPS EC5033 L80PLC �// TO TREATMENT UNIT FLOW LINE I UTLET- _ ! CAST{N PI.ACE CONCRETE PAD ° sA1N Ex[sTINccRavND = A" *� SCTM# 1000-083.00-01.00-03G.001 BUILDING No: _ —III I I I— I I III— •, « ____ �\,,�,�,�\�,+� . •A . SCDHS No.: JM2 No: 2022 085G I-`r' I I I I I— BILL OF MATERIALS ll� � REM PlN OEeCNM.TgN Ott: '�r'r�•,/� \\/ / \��\\! ..�i�%\\�\/�l/�`�� `%/�\ PLANNING No: DATE: 311412024 NA• TANK,AN50O 245 NITROGEN REDUCTION MI ANTHFLOAT 1 "J/ \/`� �\i . r'\\ ``�r\ \f\�� �\ TANK, PRETREATMENTA 100 S 130002 KR,6NO 2 TANK CONNECTING STANDARD C 100111 ASSEMeLY,RECIRCULATIONUS COMPLETE ANSOSIM6DO IS6P ANS0 AN500W1 PLATFORM COMPLETE rd SEAL SIGNATURE: DESIGNED BY: Author E ECSO$0.L100.PLC ECS0.3".100-PLG , P 1"167 RINO,FIEERr,"33(SOO U P TANK) I SE=CTtQF1VIEW PRECAST CONCRETE MONOLITHIC CHECKED BY: Checker �j TANKH5-20 LOAD RATED EARTH RED . COVER:0.50-3.OFT. HYDRO ACTION CONTROL PANEL 4 5��E qy���� h' SCALE: As Indicated WEIGHTS: ,�. AN3o0 245 NITROGEN REDUCTION SYSTEM V/ANT(-FLOAT I (I = 1 I—OIL I iJ C-) DWG No. IUND15TURBED I—I i III GROUND OR COMPACTED SUBG —I I Ml I I—IRAD I I—III III III—) I BASE UNIT: 12,250 LBS. nr,i S c,iGlr "" D6/27.1E «Do0 HA- -� I—I 1 1 1 ) III III 1 1 1 III-1 11— 1-1 1 1-1 11- ROOF SLAB:4,100 LB. r S�'9T� 5 yOQ� HYDRO ACTION AN500-C NIITROGEN REDUCTION SYSTEM 3 HYDRO ACTION AN500 2 F 3 94 NEB 3 81I _ 1 1-011 - 10 1 11 ` 1 I—OIL - 10 Architect of Record: PUMP/COMPRIMER P*R CIRCUR ALL PUMPS TO BE HARDWIRED TO CONTROL PANEL. 1115VO--11PH M o- AK-080917P1E AK-080917P1E LAK-080917-1 L1 o- -c� p-- -�J .� ��oISCH..��PUPP RATINGS: T / 1� PAGE N Imo"-l- `'_"J - 06 WPJ 15.0 F.LA 115V 2 CONNECTION�`ION DIlj ��,. 3 JM2 BLU REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-Ibs. MAIN ELECTRICAL PANEL CB2 M2 csrsz a Lmrs 1I♦-�-- -- � RECIRC. PUMP RA0 11 R C I T E C T U R E P a PUMP 3/4HP • 116V CR® HYDRO ACTION CONTROL PANEL Z1-- MOTOR 15.0 F.LA. CB3 `R1-04 Q6 PLC INPUT ® O �_o---��--I r-"!" F �2"�L�MIXp2 PUMP RATINGS: O O / i PUMP 3/4HP O 115V AS-1 JM2 ARCHITECTURE, PC �V1 C CB A CB TD-1 -- 'I G MOTOR 1s.o F.L.A. ® 2410 NORTH OCEAN AVENUE CB4 C "'---'"" COMP COMP. RATINGS: 6 Ao- 6 RUN AUD �� �� � SUITE 300 ---� MOTOR 1/4HP O 115V � ���� �� o FARMINGVILLE, NY, 11738 �` 5.4 F.L.A. MUTE I T 631,320.3305 F� 631.320.3307 AIR BLOWER }FN r1w HAVE I°NTERNAL ITT : ALARM & OVERLOAD PROTECTION. 0 LIGHT REDApplicant: LR1-Q1 ,m 1 CB 3 '� R I NNiNG 1 �? 2 11 PLC INPUT P1 N P1 N P1 N C1 N 1 2 3 4 5 6 LRI-02 OVERRIDE PLC INPUT A NN1Nc CSR2 5 0 0 TO CONTROL ,� LR,_Q3 3 14 PLC INPUT m m � m m _� _� `` Architect of Record: a a a a m W W JM2 Architecture,PC PANEL G NNIHG DOSE o 17 PLC INPUT 0- a a a a HIGH WATER ALARM LR1 SPRAY DEMAND a - X O U U a 2410 North Ocean Ave.Suite 300 a w Farmingville,NY 11738 18 PLC INPUT y w w - c� c 9--y BREAKER SPECIFICATIONS. BLU 0- CIRCUIT X � S c 631 3203305 v, W lull _ Structural Engineer: ❑7 ELECTRICAL PANEL NOITES: MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER, NOTES; MAIN PANEL DISCONNECT DUST BE PR DIED BY INSTALLER. ALL INFORMATION CONTAINED IN THIS DR4yyING Is a DASHED LINES INDICATE ITEMS NOT CONTAINED IN THE PANEL DASHED LINES INDICATE ITEMS NOT C AINED IN THE PANEL. CONFIDENTIAL AND PROPRIETARY TO SEPTIC PRODUCTS INC. CB A - 20 AMPS FIELD WIRING MUST BE A MINIMUM OF 60-C COPPER WIRE. FIELD WIRING MUST BE A MINIMUM OF 60-C COPPER FIRE.TO PRESERVE ENVIRONMENTAL RATING OF PANEL, USE FITTINGS TO PRESERVE ENVIRONMENTAL RATING OF PANEL, USE FITTINGS CHANGES TOLERANCES DRAWN BY a DATE VERICOMM CONTROL PANEL AND HUBS WITH SAME ENVIRONMENTAL RATNG AS ENCLOSURE � � AND HUBS SAME ENVIRONMENTAL RATING AS ENCLOSURE. F DECIMALS C. BARRICK O8/11/17 TERMINAL CONNECTIONS xn C B 1 - NOT USED cHANGEs TOLERANCES DO BY DATE CHANCES TOLERANCES DRAWBY DATE p M-*•010 ATERIAL SPECIFICATION: F DECI cOIX .R~K 08 1/17 SCHEMATIC, ELECTRICAL PD DECI FRACTIONAL C B 2 - 15 AM PS E -- TDB�0W,�: : , T ae�11�n SCHEMATIC, ELECTRICAL C ,�_*,,,� P Engineer: WIRING DIAGRAM �'c'"""` B ANGLEs AS NOTED AK-080917-1 > -■.,/.� FULL g mom AS NOTED AK-080917-1 ""-_,� AS NOTED _*,n FULL [FuLLAK-080917-1 CB 3 - 15 AMPS Surveyor: POLYLOK POLY-VENT 2.88" PART NO. -PCF-PLV MATERIAL - ABS Protect Name MAXIMUM AIR FLOW - 330 CFM _ POLYLOK 24" FLAT COVER ® PRESSOR Ca5arona Residence, PART#-3008-WEST �` TYPE 13.25" A MARTERIAL HDPE Cutcho ue \ Dimensions Performance Curves (8) #12x2" HEX WASHER� Specifications Project Address SECTION A-A HEAD SCREWS P [Unit: min(inch)] Rated Loading Pressure [kPa(PSI)] J �-� MATERIAL - 302-304 HP-80 50Hz 60Hz 55 Glen Ct CutchoG ue STAINLESS STEEL HP-60 HP-80 J - 26.52" POLYLOK AIRPUMP MODELS" 235 21 180 [�/min] 14.7 (2.13) [CFM] NY 1193 5 /0 (9.25) (0.83) (7.09) 150 Rated Voltage V AC100 / 110-120/220-240 ® PL-ET40, PL-ET60, PL-ET80 5.0 PL-ET100, PL ET120, PL-ET150 Power Supply Freque yHz 50 60 50 60 Protect Type m a POLYLOK 12x24 BASIN 4.0 Rated Loading Pressu e kPa 14.7 PART NO.-3008-612B ProFo5ed Single-Family E100 Airflow Volume f/min 60 80 MATERIAL-HDPE cp18 196 0 CAPACITY-3.34 CU.FT (0.71) (7'72) 3.0 Power Consumption W 51 71 ReS�dence a POLYLOK VENT SCREENS Y I 37 0 0 Noise Level dBA 35 36 POLYLOK AIR PUMP BASIN PART#-RA712-CP t I (1.46) O Q 50 2.0 Weight kg 7 0 Revisions MATERIAL-ALUMINIM 130 100 Issued for 5ubMI5510n to Zoning Board Review 1-8-2024 PART#-3008-APB 5.12 m 3.94 ( ) ( ) SCDHS and Buildln Dept.Comments - �- - 1.0 9 P 2-27 2024 SCDHS Comments 3-15-2024 All Issued for Submission to Zoning Board Review 10-1-2024 0 10 20 30 40 50[kPa] 0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 [PSI] Pressure 715.53 0 139.4cm] PUMP DETAILS SAFETY SCREENS ARE TO BE INSTALLED AT ALL MANHOLE COVERS WEIGHING LESS THAN 60LBS . a THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS o SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A PLC CONTROL PANEL �'� � '' �`��'�% 8�'�W/ COMPRESSOR SECTION A-A J VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. REMOTE 2 LOCATIONS FOR 2"PIPE PORTS _ TO BE CUTOUT IF REQUIRE _ DOMED SHAPE FOR - _ MAXIMUM LOAD STRENGTH \ HANDLE FOR EASY REMOVAL , „ 12 \� OF SAFETY SCREEN NON PON �oti Drawing Title 9U `� ; BOTTOM DETAIL FITS POLYLOK � PART NO.-3008 A A 3008-112 , 3 °[ 3008-R12B ❑ __1 ❑ Slanitary D a I RI 1 eta 15 B g - 3009-RTR24 - � ��� i �---- 300SMO ® 1 AND ALL 24"SMOOTH WALL I I CORRUGATED AND RIBBED PIPE I EPDM FOAM GASK I INSTALLED HERE I 1 CAN BE USED WITH Cm 25.991N. OR WITHOUT SCREWS ® i SCTM# 1000-083,00-01.00-036.001 BUILDING No: 26521,/ .11IN .161N. SCDHS No.: POLYLOK 24"SAFETY SCREEN JM2 No: 2022-0856 1.401N 1.218IN. PART NO.-3008-SS ® 9� MATERIAL-HDPE 2.78 IN. PLANNING No: DATE: 311412024 1. 21N. 3.16 IN. fb2'-1 1 .121 1.301 ` ✓ ` -3.281Nr SEAL SIGNATURE: DESIGNED BY: Author POLYLOK 24"HEAVY COVER 4 10 REMOTE PLC CONTROL PANELec -- -- PART NO.3008-HD EtI -L u N P1 N N C1 1 4 s 4 �� CHECKED BY: Checker MATERIW/ COMPRESSOR SECTION 1-1COLORAGREENE �F� C 23.29 IN.DIA. E� 'i [59.15 tint � RI '� �g 'LE �'j SCALE: REIVIOTE CONTROL PANEL & PUMP 24" LOCKING COVER - HDPE _ CN � DWG No: 24� SAFETY SCREEN HDPE AIR REMOTE CONTROL PANEL �qT�c 394 Ay� A& 3 Q` F NEB Architect of Record: CONSTRUCTION NOTES -- d7 A.GENERAL I. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR, NOR HAVE CONTROL OR CHARGE OF CONSTRUCTION MEANS, METHODS,SEQUENCES,OR PROCEDURES,OR JM2 FOR SAFETY PRECAUTIONS OR PROGRAMS. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL EX15TING ELEMENTS DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE, DISTORTION,COLLAPSE OR MISALIGNMENT. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2015 INTERNATIONAL U51DENTIAL CODE AND ALL LOCAL AUTHORITIES HAVING JURISDICTION, R C T E C T U R E P C 3. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMEN5ION5 BEFORE BEGINNING ANY WORK,AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT IMMEDIATELY. 4. THE OWNER SHALL BE RESPONSIBLE FOR 5UPERV1510N DURING CONSTRUCTION. THE OWNER SHALL BE RESPONSIBLE FOR FILING AND SECURING ALL REQUIRED BUILDING PERMITS PRIOR TO THE START OF ANY WORK. JM2 ARCHITECTURE, PC f l� 5. ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE 51TE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE TOWN OF SOUTHOLD. 2410 NORTH OCEAN AVENUE �( G. THE ELECTRICAL CONTRACTOR SHALL LOCATE AND DISCONNECT AT THE SERVICE PANEL,ALL CIRCUITS AFFECTED BY CONSTRUCTION, SUITE 300 a 7. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMEN51ON5 AND DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. FARMINGVILLE, NY, 11738 A 301 a B. FOUNDATION T 1631.320.3305 F) 631.320,3307 I. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL OF I TON15F BEARING CAPACITY. ALL FOOTINGS WERE DESIGNED BASED UPON THIS 501L BEARING CAPACITY. II CONTRACTOR SHALL FIELD VERIFY PRIOR TO POURING OF ANY FOOTINGS AND A55UME FULL RESPONSIBILITY. Co 1 2. ALL EXTERIOR WALL FOOTINGS SHALL BE A MINIMUM OF 3'-0"BELOW GRADE. SLOPE GRADE AWAY FROM FOUNDATION WALLS. Applicant: 3. ALL FILLED AREAS SHALL BE COMPACTED LAYER BY LAYER N I i C. CONCRETE II Ii a` I. ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS AND RECOMMENDATIONS OF ACI 318-05"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". II II " '' d 2. CONCRETE WORK SHALL CONFIRM TO ALL REQUIREMENTS AND RECOMMENDATIONS OF ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 14 AND COMMENTARY AND ACI 332-14 RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY Architect of Record: II II 2 I 3. REFER TO TABLE R401.4.1 OF THE 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE FOR MINIMUM WIDTH AND THICKNE55 FOR CONCRETE FOOTINGS BASED JM2 Arch tecture,PC II -40 I -40 II UPON THE EXISTING LOAD BEARING VALUE OF TEST HOLE � IN-GROUND L REPORT OF THE SPECIFIC PROJECT 501L CONDITIONS. 2410 North Ocean Ave.Sure 300 - GROUN 4. GROUND WATER HYFDR05TATIC DESIGN PRESSURE LOAD COMPLIANCE A5CE -I Farman vdl POOL PER 7 0. g e,NY 11738 a,a 62'_p 5. COORDINATE SIZE AND LOCATION OF ALL SLEEVES,OPENINGS, RECESSES AND DEPRE5510N5 REQUIRED BY ARCH. AND MECH.CONSIDERATIONS. 63 I-320-3305 D.5TRUCTURAL II it I. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR#2 (UNLESS OTHERWISE NOTED)875p5; Fb. Structural Engineer: 23 I' 19' 9" 19' 2° - 2. WOOD THAT COMES IN CONTACT WITH MASONRY AND CONCRETE SHALL BE WOLMANIZED/PRESSURE TREATED. it II 4 _ 3. JOISTS, RAFTERS AND BEAM5 SHALL HAVE A MINIMUM OF 3 BEARING AT ENDS. °d 4. CONTRACTOR SHALL VERIFY THE CONCRETE FOUNDATION WALL FOR ANCHOR BOLT LOCATIONS, ELEVATIONS OF TOP OF FOUNDATIONS AND ALIGNMENT, PRIOR TO ERECTION. F 5. EXTERIOR WALLS SHALL BE 2 x 8 WOOD STUDS @ 16 O.C. UNLESS NOTED OTHERWISE ON PLANS EXTERIOR SHEATHING SHALL BE 112 CDX PLYWOOD. _ _ MEP Engineer: I II jI - d a - - BUILDING COMPONENT SPECIFICATION LIST: ROOF A55EMBLY: ROOF FLASHING: AS PER SECTION R905.2.8 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE,BASE AND CAP FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE t I II cb\� FOUNDATION UP TO 5�B " - _ _ ° d b MANUFACTURER'S INSTRUCTIONS,AND SHALL BE CORROSION RE515TANT SHEET METAL OF MINIMUM NOMINAL 0.019 INCh - - I ASPHALT ROOF SHINGLE: AS PER SECTION R905.2 OF THE 2015 INTERNATIONAL RE5IDENTIAL CODE,ASPHALT SHINGLES SHALL HAVE SELF-SEAL STRIPS OR BE - = = INTERLOCKING. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,5TAINLE55 STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GA.SHANK WITH Surveyor: II II I II �OSo A MIN. 3/8"?HEAD.ASPHALT SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE. II II III I I UNDERLAYMENT.AS PER SECTION R905.2.3(TABLE R905.1.1(2))OF THE 2015 INTERNATIONAL RESIDENTIAL CODE, UNDERLAYMENT ON ROOF 5LOPE5 4:12 OR GREATER III I I - - - - - - - - - - - - - - - - - - - - - - - - - ° SHALL BE ONE LAYER AND APPLIED SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE SAVE AND LAPPED 2",FASTENED SUFFICIENTLY TO HOLD IN PLACE. END LAPS SHALL BE OFFSET BY 6'-0", PER R905,2.7.1, PROVIDE A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET IN LIEU OF 30#FELT AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT AT LEAST 24 INCHES INSIDE THE EXTERIOR WALL LINE. ICE BARRIERS PER SECTION R905.1.2 SHALL BE 2 LAYERS APPLIED ALONG THE III ! I I r - - - - - - - - - - - - - - - - - - - - - - - -� ° ROOF EDGES 24"INSIDE THE EXTERIOR WALL ON ROOF SLOPES UP TO 7:12,AND 30 ALONG THE ROOF SLOPE STARTING FROM THE SAVE ON ROOF 5LOPE5 8:12 AND iI II iI _ I FOUNDATION UP TO SLAB I I GREATER. Project Name CID o CEILING/ROOF INSULATION:AS PER CHAPTER I I OF THE 2015 INTERNATIONAL CODE, ALL ROOP/CEILING INSULATION SHALL HAVE AN R-VALUE OF 45, CaSa ron� ReSI�enCe lIIIIII� II II II jI I J VAPOR BARRIER:A5 PER THE 2015 INTERNATIONAL RESIDENTIAL CODE, ROOF/CEILING5 COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE,A VAPOR RETARDER 1I III I i i SHALL BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION. o NOTE: CONTRACTOR SHALL REFER TO THE NAILING SCHEDULE AND DETAIL SHEET FOR ALL CONNECTION SPECIFICATIONS PERTAINING TO EXTERIOP,WALL STUDS, RIM JOIST, C UtCh og ue 0 �I o FLOOR JOISTS, BRACING AND PLYWOOD SUB-FLOORING. Project Address I I� I L- - - - - - - - - - - - - - - - - - - -- - - - - = - _ j II ° NOTE: ELEVATIONS ARE IN NAVD 88 DATUM. CONTOURS AND SPOT ELEVATIONS ARE SHOWN AS PER ACTUAL FIELD SURVEY BY /i. FOXDATED JUNE26, z0,9. 55 Glen Ct CUtCh o ue II d II III II !� I� IOO O I I `i - L n Q° III I I °°� - - - - - - - - - - - - - - - - - - - -- - -I ' FOUNDATION UP TO SLAB IO"GQNGRETE I I STORMWATER CALCULATIONS NY 11935 II II I FOUNDATION WALL ON ,U ° m �I II iI I I l 20"X 10"CONCRETE I I I Project Type l I I I I STORMWATER DRAINAGE: II I I FOOTING(TYP.) REQUIRED: II q I I Q Proposed Single-Family iI I I I I I I I HOUSE = 2,608 S.F. I II i� I SLAB ON GRADE I ° I I °' I 2,608 X 1.00 X 0.17 = 443.36 C.F. II II �� IIiI I I m l I I I III 204 g I I 586/42.24 = 10.5V.F. Re5ldence II II II II I I PROVIDE: Revisions II II II III , ° I SLAB ON GRADE I m (2)8'�1x6'DEEP POOL= 12 V.F. g I o Issued for 5ubmssion to Zonin Board Review 1-8-2024 tw I 202 I o i I SCDHS and Building Dept.Comments 2-27-2024 n I REQUIRED: I� iIIII I � I I dt. JI jI I II o o I z J I I POOL= 250 S.F. SCDHS Comments 3 I5 2024 `L I o 4 250 SF X 6 FT= 1,500 C.F. Issued for 5ubmssion to Zoning Board Review 10-1-2024 i' I II II Ii j d I I °b o SLAB ON GRADE o I,500/42.24 = 35.52 V.F. z o l I d 203 Q I I o I PROVIDE: II I� I o .e° I i o I (3)8'>?0 DEEP POOL= 36 V.F. 0 o I I REQUIRED: � I ( l I o I m PATIO= 1,509 S.F. I I I I z a° I 1509 X 1,00 X 0.17 = 251 C.F. T-6"FRO)M FOOTING - I I I o ( 256.53 J 42,24 = 6.08 V.F, TO 1TOP OF I % FOUNDATION WALL I I o I PROVIDE: - - - - I (1)8'0x7 DEEP POOL= 7 V.F. I I STORM DRAINAGE NOTES --- ° ( FOUNDATION UP TO SLAB - I t.ALL STORM DRAINAGE STRUCTURES SHALL BE LOCATED AS SHOWN ON SITE DIMENSIONING�GRADING PLAN AND SHALL BE OF A SIZE AND CONFIGURATION AS DESCRIBED IN STORM �. p I I � - - - - - - - I :, I I DRAINAGE CALCULATIONS, UNLE55 OTHERWISE DIRECTED BY THE ARCHITECT. 2,ALL WORK, MATERIALS, METHODS, ETC_,SHALL BE IN STRICT ACCORDANCE WITH THE TOWN OF SOUTHOLD STANDARDS,5.C.h,D.5, REQUIREMENTS, NYS CODE,AND ALL OTHER - - - - - - - - - - - - - - �J d CODES OF ALL AUTHORITIES HAVING JURISDICTION. o I e F_ o d e 3. IF 5UB5URFACE 501L CONDITIONS PERMIT, DESIGN PROFESSIONAL MAY PETITION THE TOWN OF SOUTHOLD TOWN ENGINEER TO WAIVE THE FOOTING RING REQUIREMENT. �, ,L o I I 4.THE USE OF THE WORD"DOME"IN STORM DRAINAGE CALCULATIONS IS INTENDED TO MEAN SOLID WALL DOME,(UON),THE USE OF THE WORD"RING(5)"15 INTENDED TO MEAN STORM o I - - I I ', DRAINAGE LEACHING RING(S).THE VERTICAL HEIGHT OF THE RING(S)TO BE PROVIDED FOR EACH STORM DRAINAGE LEACHING POOL SHALL BE CONSTRUCTED OF THE LEAST NUMBER OF I o I I I I I "RINGS"P0551DLE TO ACHIEVE SPECIFIED HEIGHT. \\�<\ 5.ALL STORM DRAIN RING(5),CIRCULAR 5LA55,SHALLOW DOMES,SOLID WALL DOMES,SOLID WALL RING(5),CONCRETE COVERS,CONCRETE BOTTOMS,AND CHIMNEYS SHALL BE THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS o I e REINFORCED PRECAST 4000 PSI 28 DAY STRENGTH CONCRETE AND SHALL BE TRAFFIC BEARING. SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY "' I I I G.ALL CAST IRON FRAMES, INLET GRATE5 AND SOLID COVERS SHALL BE MANUFACTURED BY"CAMPBELL"OR APPROVED EQUAL. UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A 5 8 FROM FOOTING TO TOP OF FOUNDATION WALL \\ I FOUNDATION UP TO SLAB I ° L - - - - - - - - - - - - - - - - - - - -- - J IIOLATION OF SECTION 7209 SUB DIVISION 2 OF THE N.Y. L - - - - - - - - - - - - - - - - - J �a VEDEQUAL. STATE EDUCATION LAW. , I 7 ALL INTERCONNECTING PIPE BETWEEN ON SITE DRAINAGE STRUCTURES SHALL BE 15 R.C.P.RCP, (CLASS IV)OR 15 C.P.P.0 P P OR APPROVED I °� , .. •-' - °"d ' - � °• - - •�°-" <,°_ -• ., =' 4�- `' •• 8. UNDERGROUND STORM WATER PIPING(AND LEADER PIPING)WITHIN 5'OF EXTERIOR WALLS SHALL BE SERVICE WEIGHT C.I. PIPE. - - - - - - - - - - - - - - - - - - - - - -_ - - 9, UNDERGROUND STORM WATER PIPING FROM BEYOND EXTERIOR WALLS OF BUILDING TO DRAINAGE STRUCTURE SHALL BE PVC 5DR 35,ADS,OR APPROVED EQUAL. _ . '. - - - - - - - - - - - - - - - - - - - - -- _ F 10. ELEVATIONS REFER TO TOWN Of SOUTHOLD DATUM I � Drawing Title " I 1 CONCRETE CONSTRUCTION o 8 WIDE RETAINING WALL; G'-6"11EIGryT 1 ) .III . 111 foundation Plan a z o v I I o TYPE OR LOCATION OF CONCRETE CONSTRUCTION MINIMUM SPECIFIED COMPRESSIVE STRENGTH a/ (f'c) o I ° Ioo NEGLIG 5LEWEATHERING POTENTIAL ODERATE SEVERE Ioo BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 2,500 2,500(c) SCTM# 1000-083.00-01.00-036.001 BUILDING No: I 16' BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 2,500 2,500(c) �9 "' BASEMENT WALL5, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK 2,500 3,000(d) 3,000(d) 5CDH5 No.: JM2 No: 2022-085G I I O�.o EXPOSED TO THE WEATHER 2,500 3,000(d,e,f) 3,500(d, e,f) PORCHES,CARPORT SLABS AND 5TEP5 EXP05ED TO THE WEATHER,AND GARAGE FLOOR 5LA55 PLANNING No: DATE: 3/14/2024 I L - - - 9'-0"FROM FOOTING l d . - _ TO TOP OF F FOR 51: 1 POUND PER SQUARE INCH= 6.895 kPa SEAL SIGNATURE: DESIGNED BY: Author ° - - - OUNDADON WALE A. STRENGTH A7 28 DAYS PSI. B. SEE TABLE R301.2(1)FOR WEATHERING POTENTIAL. CHECKED BY: Checker C. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE REDS WITH FOOTNOTE d. C01\ Ctij SCALE: 114" = 1'-0" D.CONCRETE SHALL BE AIR-ENTRAINED,TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL BE NOT LE55 THAN 5 PERCENT OR MORE THAN 7 PERCENT. 6 4'-0" 19' I" 2'-8" 13' 6" 2' 9" 20' 0" le E.SEE SECTION R402.2 FOR MAXIMUM CEMENTITIOU5 MATERIALS CONTENT. �� �� �� �� DWG No: 62'-0" F. FOR GARAGE FLOORS WITH A 5TEEL-TROWELED FINISH, REDUCTION OF THE TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)TO NOT LESS THAN 3 PERCENT 15 PERMITTED IF THE SPECIFIED COMPRESSIVE STRENGTH OF THE CONCRETE 15 INCREASED TO NOT LESS THAN 4,000 P51, * I Pro osed Foundation Plan I • 501L TEST INDICATES GROUND WATER LEVEL, REFER TO STANDARD FOR STRUCTURAL CONCRETE PER ACI 318-14 AND ACI 332-14. Sj, STRUCTURAL CONCRETE TO MEET DE51GN PRESSURE LOAD COMPLIANCE PER A5CE 7-10. 9�� 394)40 114n = 1 1-On - 1 F NE Architect of Record: 61'-2" - JM2 ICI V � I. T 9' 1 G" 5'-4 1/2' 19' 9" or 18' 9 1/2" RCS ITECTUREPC JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE .TU` SUITE 300 FARMINGVILLE, NY, 11738 T I G31.320.3305 Pl G31,320.3307 iI L, Applicant: N I I I Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 Farmingvlle,NY 11738 G31-320-3305 ooL Structural Engineer: 2 25'- "x 10'-0" I m _\_40 1 4 I MEP Engineer: B i Surveyor: ER AI MASTER BEDROOM 1 17 Ell 10 " I I 22'- 4 oG '-o" r7777777777= B 1 ❑ ❑ Project Name o< ' Ca5arona Residence, m I Cutchogue I Project Address i•I — -- 55 Glen Ct, Cutchogue, r — — — — — — - — LIVING ROOM I DINING ROOM I NY 11935 1 MASTER CLOSET F g I 102 19'- "104 -G" I Project Type l08 ,o � � I 19'-o"x2G'-7" In r n [� Pro o5ed Sin le-Famil I 9 o x 7 2' — J DOUBLE HEIGHT p Y CID MA5TER BATH 1 n O-7 L_ — — — — — — - N cd LU _ Residence o ❑ ❑ � z N � 7-2 x 1 1'-9" 1 I CID Revisions � Issued for Submission to Zoning Board Review 1-8-2024 POWDER ROOM iU U - I o SCDH5 and Budding Dept.Comments 2-27-2024 109 T I 5CDH5 Comments 3-15-2024 I I 9'-0"x 4'-0" I l� Issued for Submission to Zomng Board Review 10-1-2024 T I 'T 2 I �iiu1 �� 11 a II u u �i u u u i I III u u 11 i1 a ii u u a ii I I _ 7 LJ I 11 it ii II ii a i{ ii �_ss� -y�m � HALLWAY I u1,1 ii ii ii I I UP I iliilill a i� a 11 I I I I I I I I I I I IEll I � - iLL - - - - - - - FOYER I- — T — I W 101 CL05ET I $ Ln-40 EL OR o � 2 13'-5"x 4'-4" 1 15 I I I c MUD ROOM 11 0 1 O I I I > 110 ----- — - L _ 1 _ J O O KITCHEN 5-5x110 1 N I j STORAGE/MECH. 1 103 II �I --- i I III L — r 19'-0"x 1 T-G" 1 THESE DRAWING5 ARE AN INSTRUMENT OF SERVICE,AND A5 6'-2"x '0° ( p 1 FRONT ENTRANCE �I j r � j 6AUNDRY ROO 0 100 — — SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY J 112 � UNAUTHORIZED U5E OF THESE DOCUMENTS 15 IN A j I DW VIOLATION OF SECTION 7209 SUB DIVISION 2 OF THE N.Y. 5-3 x 5-0 1 1 5TATE EDUCATION LAW. FRONT SETBACK LINE Drawing Title . l .10 I, I First Floor Plan CARPORT - , - - _ - - _ - - _ _ �_ . • o 116 I 5CTM# 1000-083.00-01.00-03G.001 BUILDING No: - PAVERS 5CDH5 No.: JM2 No: 2022-085G PLANNING No: DATE: 3/14/2024 I FIR5T FLOOR AREA: 2,218 5F IY I•- '- ;• - -••, _ ; •' ' • / ' I ,I - - , = • -• - _ I -V••,I'• _ STEAL ll�SIGNATURE: DESIGNED BY: Author CHECKED BY: Checker DC 5 ti, _ LE tigy �. SC LE• G' 9" G'-0" 5- 10 1/2" 2'-8 13' 111/2" 2'-9 19'-2" _ - � 9 DWG No: Ali 0 0 FIR5T FLOOR I /I/ '-�r you 0 3945 Q` 1 /4�� _ 1 _011 -200 � F NEB Architect of Record: 2 JM2� -401 -401 // R ITECTUREPC J JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE 5UITE 300 FARMINGVILLE, NY, 11738 T I G31.320.3305 F1 G31.320.3307 Applicant: Architect of Record: ROOF DECK JM2 Architecture,PC 24 O 2410 North Ocean Ave.5uite 300 22'-3"x 10'-G" FarminjOle,NY 11738 G31-320-3305 OStructural Engineer: - 31 II O MEP Engineer: OFFICE 17 Surveyor: 15'-9"x I G'-4" Oq BATHROOM 0 18 OPEN TO BELO W O � - 5'G"x 16'4° Project Name _ J Ca5arona Re5ldence 27 26 LIN 25 ROOF AREA Cutchogue CLOSET 20 19 Project Address 23 55 Glen Ct, Cutcho ue, 2 -400 T i iDN NY 1 1935 OHallway i Project Type 201 Pro o5ed Sin le-Famil Revisions 23 O Issued for 5ubmission to Zoning Board Review 1-8-2024 I 5CDH5 and Building Dept,Comments 2-27-2024 - SCDHS Comments 3-15-2024 400 Issued for 5ubMI55ion to Zoning Board Review 10-1-2024 BEDROOM 21 28 CL05ET 18'-0"x I "4-9 22 " I I' O r29 SECOND FLOOR AREA: 030 5F NOT INCLUDING DECKS O ROOF DECK THE5E DRAWINGS ARE AN IN5TRUMENT OF SERVICE,AND A5 25 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY UNAUTHORIZED USE OF THE5E DOCUMENT515 IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. I - 5TATE EDUCATION LAW, Drawing Title Second Floor Plan 5CTM# 1000-083.00-01.00-03G.001 BUILDING No: 5CDH5 No.: JM2 No: 2022-055G PLANNING No: DATE: 311412024 �J/ 5ECOND FLOOR I 5EAL t SIGNATURE: DE51GNED BY: Author /4II — 11_011 CHECKED BY: Checker ��aED c \,EE A qy/�. 5CALE: 1/4" DWG No: I' Aft Aaft 0'3945 -kA 20 F F NEB Architect of Record: I JM2� Rdfi ITECTU R EPC JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE 2 1 SUITE 300 -401 -401 PARMINGVILLE, NY, 11735 T I G31.32O.33O5 FJ G31.32O.33O7 Applicant: ' I I Architect of Record: JM2 Architecture,PC -- — 2410 North Ocean Ave.Suite 300 Farming ille,NY 11738 __ --- — — — G31-320-3305 Structural Engineer: -- ---- —_ _—— _ — MEP Engineer: 1,{ . Surveyor: I P-11 I i I Project Name Casarona R651dence, Cutchogue Project Address 55 Glen Ct, Cutcho ue, NY 1 1935 Project Type Proposed Single-Family 2 -400 �es�dence r ° Revisions Issued for Submission to Zoning Board Review 1-8-2024 I SCDHS and BUIldInj Dept.Comments 2-27-2024 1 SCDHS Comments 3-15-2024 { Issued for Submission to Zoning Board Review 10-1-2024 I -400 I I I - THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY - UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW Drawing Title -------------------------- Roof SCTM# 1000-083"00-01.00-O3G.001 BUILDING No: SCDHS No.: JM2 No: 2022-085G PLANNING No: DATE: 311412024 SEAL$SIGNATURE: DESIGNED BY: Author ROOF PLAN I �/ �kECHECKED BY: Checker li = it -20 _EE y I /`1' I —0 � o� SCALE: I/4"= I'-0° F DWG No: 0 3945 �QAm F NE`N 2 UA6' 2 Architect of Record: ELEVATION NOTES 2 I I. -401 -401 JM2 RCS ITECTUREPc ��62410 NORTHOCEAN AVENUE I't ;j, SUITE 300 I�� FARMINGVILLE, NY, 1 1738 i T 631.320.3305 F 631.320,3307 I Applicant: I !,' I l I I i I I I� 1 ! II: ! �. Architect of Record: LLJ f i 1 I I I.�"I I JM2 Architecture,PC J � 2410 North Ocean Ave, a Suite 300 I , I 'I 1' Farmin vllle NY 11738 I { `SECOND F.F. 631-320-3305 I - 70 - Structural En Ineer: 9 I I I I { 1 11II t I• I i 1 I I' i r 11 MEP En nee i i L E ; II 111 , ; , ELEVATION KEY NOTES I ! I ! I I I ,a I I ' ! I O I. l Surve or. i t I I Y �Averaae Elevation ; 1 II 'i i I I LIVIL I FRY F.F. 58 0 I Project Name I I I t Casarona Residence I ". ii , I ill { ' I ' ii 11{ ,'. i � Il ' ! � ' I , I I,l ! i, �i� !111r1 �•i Illil � i , l ! i ! ;,IIIIj „�� , ! it 9 I I- - - - - - - - - - - - - - - - - - - - - - - - - Ii { I ; IItil I-• S 'I I I i,.I 1 I I � �I i I I 1 { I I - - - � - - - - - - - - - - _ - - - - - - - - - - - - , ;, iIII lull ; } { I , I 1 rl ; Ili , iI 111ti � ' I1 Cutcho ue 7771 - �' �� � '� Protect Address 55 Glen Ct, Cutchogue, Proposed South Elevation 1 NY 11935 114" = 1 '-011 �-300 Project Type Proposed Single-Family Re51 denCe 1 2 Revisions -400 -400 Issued for Submission to Zoning Board Review 1-8-2024 SCDHS and Bu&nm Dept,Comments 2-27-2024 5CDH5 Comments 3-15-2024 issued for Submission to Zoning Board Review 10-1-2024 Roof �) , ;� !1• I'I �II 1 II 1 p ; � , , I ! ; I • I I � ! , , II I I I I - l SECOND F.F. - 70' - 9 ll I I. V . I THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND A5 j SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY UNAUTHORIZEDE F T - i US 0 HESE DOCUMENTS, IN A I I I I ! - I- i E i I I ! I — : VIOLATION OF SECT ON 209 SUB DIVI I 2 T I' I ' 7 SON OF HE N.Y, a i I I I I I I I , 1 I ! AT I I a I i 5T E EDUCATION LAW. I I I i 1 1 I i i 4 i I 1 I I I r i I D awn Title I e I : I 9 I I I I 1 I I I • - I I i , , I - I •� I I. Avera e Elevation' --r- ' -" I I I I I I I ! I I i I I I I. } •I I i I j I u I I .I l i i I I - 59 6 3 8 I ILL I EIPVatlOn5 4 P , 1 E I I FIRST F.F. I I _ . - I 6 I I I Leve 4 I 1 i 1 — — — — — — 58 - 0 ,._.. _ I III I ,-I' - --4 — — � — — — °„ t 1.:.57 - 8 s SCTM# 1000 083.00 01.00 036.001 BUILDING No: I ' 1 , . 5 No.: 2022-0556 , . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E II SCDH JM2 No: t:. � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�- - - - - - - - - J-- - - - - J ------- ---- - -----� PLANNING No: DATE: 10/112024 SEAL 51GNATURE: DESIGNED BY: Author CHECKED BY: Checker �ED c qy SCALE: As indicated DWG No: Proposed East Elevation 2 1 114;I _ 1 -011 -30 (P Q� '9T 0 394'5 y� A= 3 UAak 0 � F N E`N ELEVATION N OTE5 Architect of Record: JM2 2 RC ITECTUREPc -40 I -40 I JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE I SUITE 300 I FARMINGVILLE, NY, 1 1738 ROOF - - - - - - - - - - - - - - - - - - T 631.320.3305 F� 631,320,3307 52' 111 Applicant: fIl t� i � f 1.1 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 I Farmmgvllle,NY 11738 ---- - -_ I � I I , - - _ � -.____-,- _;_.__� - _- _ 631-320-3305 Structural Engineer: I'I x SECOND F.F. — I MEP Engineer: 1 I ELEVATION KEY NOTE5 I I I I Surveyor: I, i C I i Average Elevation ! i 1 1 l I { - - - - -- - - - - _ - - - - — — Project Name �;I — ( i l J Ca5arona Residence, FIRST F.F. - Cutcho ue - r - - - - - -� - - Project Address =„— _ = = = Glen Ct Cutcho ue7- - 55g , 1935 Pro o5ed North Elevation 1 NY I - 11411 _ 1 1-011 �-301 Project Type Propo5ed 51ngle-Family ReS�dence RCV15ion5 Issued for 5ubm15510n to Zoning Board Review 1-8-2024 5CDH5 and Budding Dept.Comments 2-27-2024 5CDH5 Comments 3-15-2024 Issued for 5ubmi55ion to Zoning Board Review 10-1-2024 2 1 -400 -400 IJ Roof — I 1 82 I i t i { Ei , .; � 'IIII •- i' � � I I � ,- , '- i - l I ! I . I .! i ' i � I I ' a Il I i I t I I { f I I I { I = I I I I - I W - i = THESE DRAWINGS ARE AN IN5TRUMENT OF SERVICE,AND AS SECOND F,F. - I I' - - 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY 70' 91f I UNAUTHORIZED U5E OF THE5E DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. i 1 Drawing Title EIPVatlOn5 1 1 I I Avera e Elevation 5CTM# 1000-083.00-01.00-036.00I BUILDING No: SCDHS No.: JM2 No: 2022-0856 IFIRST F.F. I - - - - - - - - - -I - - - - - - �-- - - - PLANNING No: DATE: 1011/2024 1111[7 '58' - 011 — SEAL SIGNATURE: DESIGNED BY: Author I I I CHECKED BY: Checker - - - - - - - - - - - - - - - - - - T- - - - - - - - - - - - -- - - - - - - - - - - - - -i- i D�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� --------------------- � ARE qC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SCALE: indicated DWG No: * I Proposed West Elevation 2 - 1 /411 1 1-011 'qw �i 94b 30 F NEB