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Home My WebLink About1000-24.-2-26.4 . Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agericies, shall complete this CCAF for proposed actions that dre subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its si nig ficant 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- supportine 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:.1Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTIONC�COdIDD SCTM# 24 - 2 _ 26.4 FEB 19 2026 sovriiOLD TOWN PROJECT NAME Amnon&Kathleen Bar-Tur PLANK NG BOARD The Application'has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ® Board of Trustees ❑ Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: Relocate(approximately 6.3 feet to south)and raise(approximately 3 feet)existing 2-story,single-family dwelling,with reconstructed 141 sf front porch and+4'x 6'steps;construct 544 sf, 1-story addition with 29 sf stoop and+4'x 7'steps,partially in place of existing accessory garage to be demolished and removed;install new pervious gravel driveway;install new drinking water well;remove existing conventional septic system,and install new I/A sanitary system;and install stormwater drainage system,all as depicted on the site plan prepared by Sherman Engineering&Consulting P.A.,last dated August 31,2021. Location of action: 170 Bay Lane,Orient Site acreage: 10,449 sf Present land use: Residential,single-family dwelling with detached garage and covered porch Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Amnon&Kathleen Bar-Tur (b) Mailing address: 336 Central Park W.#16B New York,NY 10025 (c) Telephone number: Area Code 914-299-4021 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes El No X 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 VN Not Applicable Attach additional sheets if necessary Policy 3. Enh'ance 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 -SEE ATTACHED ADDENDUM- 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 LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR AMNON&KATHLEEN BAR-TUR 170 BAY LANE ORIENT,NY SCTM#1000-24-2-26.4 POLICY 4,5& 6 The proposed project, which seeks to raise, relocate, renovate, and add a master bedroom addition to an existing dwelling,was previously approved by the Board of Trustees on March 16,2022(Wetlands Permit No. 10094), an approval that was extended in 2024 and 2025. Due to delays with securing approval from the Suffolk County Department of Health Services, however, work has not yet commenced, and the wetlands permit is scheduled to permanently expire on March 16, 2026, necessitating submission of the current application for approval of the identical scope of work. Specifically,the existing dwelling,whose construction pre-dates the adoption of Town zoning code in 1957, is in need of structural repairs, upgrade of mechanical systems, and replacement of deteriorating siding, roofing,windows,and insulation.But as a result of its design and additionally incorporated environmental mitigation measures described below,the project will further the goals of Chapter 275 (and LW"Policies 4. 5, and 6) by increasing the dwelling's protection from potential flood and erosion damage; and by protecting and improving water quality and the quality and function of thessurrounding Orient Harbor tidal wetland ecosystem. 1. All proposed construction will remain located outside the Coastal Erosion Hazard Area; 2. Lot coverage will remain below the code-compliant 20 percent. 3. The relocated dwelling will be elevated to a FEMA-compliant base flood elevation, thus substantially increasing the dwelling's protection from potential flood and erosion damage and providing a benefit to adjacent properties through reduction of potential damage that could be caused to nearby structures as a result of damage that might otherwise be caused to the subject dwelling during a significant storm event; 4. The existing wetland setback to the bulkhead adjacent to Orient Harbor will be maintained and in fact increased by one foot as a result of the relocation of the existing dwelling structure, and the proposed addition will be located on the landward side of the relocated dwelling; 5. To ensure that the project does not increase the potential for stormwater runoff and would instead result in a potential reduction in runoff reaching Orient Harbor through improved site drainage, a stormwater drainage system is designed to capture and recharge roof runoff from the finished dwelling structure; 6. As a means of providing a potentially substantial increase in the protection and improvement of water quality, the existing conventional septic system will be removed and replaced with a low- nitrogen,UA sanitary system designed to significantly reduce nitrogen loading into the groundwater and thus ultimately the surface waters of Orient Harbor; and 7. A project limiting fence would be installed to contain site disturbance and potential surface runoff during construction. c ' -SEE ATTACHED ADDENDUM- 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 water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable . Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for';evaluation criteria. ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No ® Not Applicable PREPARED BY TITLE Coastal Management specialist DATE 1/27/2026 Robert E. IMrr Amended on 811105 Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.CT.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 0� 1000 24 2 26.4 STORM-WATER,GRADING,DRAINAGE AMP EROSION CONTROL PLAN iD s- i—EF Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM'#/WORK ASSESSMENT Yes o a.What is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off (include Total Area of all Parcels located within 0.24 acre Generated by a Two(2")Inch Rainfall on Site? the Scope of work for Proposed Construction) (This item will include all run-off created by site ❑ b,What is the Total Area of Land Clearing (s.F/Acres)) clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed <0.24 acre Site improvements and the permanent creation of construction activity? (S.F./Acres) impervious surfaces.) 2 Does the Site Plan and Survey Show All Proposed ❑ PROVIDE BRIEF PROJECT DESCRIPTION(Provide Additional Pages as Needed)) Drainage structures Indicating Size&Location?This item shall include all proposed Grade Changes and Relocate(approximately 6.3 feet to south)and raise Slopes Controlling Surface Water Flow, (approximately 3 feet)existing 2-story,single-family dwelling, 3 Does the Site Plan and/or Survey describe the erosion XF with reconstructed 141 sf front porch and+4'x 6'steps; and sediment control practices that will be used to construct 544 sf, l-story addition with 29 sf stoop and+4'x 7' control site erosion and storm water discharger.This steps,partially in,place of existing accessory garage to be Item must be maintained throughout the Entire Construction Period. demolished and removed;install new pervious gravel driveway; install new drinking water well;remove existing conventional 4 Will this Project Require any Land Filling Grading or Excavation where there is a change to the Natural septic system,and install new I/A sanitary system;and install Existing Grade involving more than 200 Cubic Yards stormwater drainage system,all as depicted on the site plan of Material within any Parcel? prepared by Sherman Engineering&Consulting P.A.,last dated .5 Will this Application Require Land Disturbing Activities August 31,2021.' Encompassing an Area in Excess of Five Thousand (5,000,S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site?Is this Project within the Trustees jurisdiction General DEC SWPPP Reouirements: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres:including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes Elare part of a larger common plan that will ultimately disturb one or more acres of lands; which Exceed Fifteen(15)feet of Vertical Rise to Including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit is required for storm water discharges, p (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit O Will Driveways,Parking Areas or other impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off 1:1 X 1.The SWPPP shall be prepared prior to the submittal of the NOI. The NOI shall be into and/or in the direction of a Town right-of-w submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, E required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce,the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit. In addition,the SWPPP shall Area?(This item will NOT include the installation of Driveway Aprons.)potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE:If Any Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that is knowledgeable in the principles and practices of storm Water Management. Southold and Must be Submitted forReview Prior to Issuance of Any Building Permit. (NOTE:A Check Mark(X)and/or Answer for each Question is Required for a Completed Application). STATE OF NEW YORK, Suffolk SS COUNTY OF ----------------------------------- That I, Robert E._Herrmann-- --- ___ ____ __ ____ ________.being duty sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that he/she'is the Agent for Owner ----•---------------------------------------------------------------------------------------------------------------- -------------- (Owner,Contractor,Agent,Corporate Officer,etc. Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed.in the manners set forth in the application filed herewith. Sworn to before me this; --------------------27th ---d Y �uazY- 20 26--- Notary Pub c = ---- --------- --- ----------------------------------- (signa of Applicant) FORM - 06/10 Notary Public-State of New York No.01 ST6015931 Qualified in Suffolk County A4 tilt'Commission Expires August 02,&L irJ ....~'� I J:_ - •• � ` � r,_any' � r-�W r _! - No • �\� I�r� 1,\ Cz/ /ram` r` - �\Oyo/ \ / 12 3 1 w,.o....w.z,..,,.... _ COUNTY OF SUFFOLKm OT ...N .,NICE -■ ] m, 3ECMIW a' ., o.:.,,..�,_— .._arm— —_ `. —O2 — —�— •'•"'n• Real Pro t Tax SeniecA nc Iw`axwvr.wn+wo•e.uaew v NCr)' RcnC)' W �e,•iWu,flmwn uwaf6pa)4nrt a. °OUiMOLO 024 BOARD MEMBERS OF SD�Ij�O Southold Town Hall Leslie Kanes Weisman,Chairperson 1p 53095 Main Road• P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. N 41C Office Location: Nicholas Planamento • yQ . Town Annex/First Floor Margaret Steinbugler OI�C�� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 EXTENSION DETERMINATION Special Meeting of December 18, 2025 Second One Year Extension ZBA FILE 4 7593 NAME OF APPLICANT: Amnon and Kathleen Bar-tur PROPERTY LOCATION: 170 Bay Lane, Orient, NY SCTM No. 1000-24-2-26.4 BASIS OF APPLICATION: Request for Variance from Sections 280-124; and the Building Inspector's August 10, 2021 Notice of Disapproval based on an application for a permit to demolish an existing accessory garage; and elevate. relocate and construct additions and alterations to an existing single-family dwelling; at 1) located less than the code minimum required rear yard setback of 35 feet; located at 170 Bay Lane,(Adj.to Orient Harbor) Orient,NY SCTM# 1000-24-2-26.4. DATE OF PUBLIC HEARING: February 3, 2022 This request for variances was originally Granted as applied for. On February 17,2025,the Board granted a one year extension to expire on February 17,2026. Robert flerrmann,on behalf of his client, requested a second one- year extension,in his letter dated December 3, 2025, of the above-mentioned relief for a variance. RESOLUTION OF THE BOARD: A motion was offered by Member Weisman (Chairperson) seconded by Member Lehnert, and duly carried,to GRANT, the applicant's request that the above cited determination be extended beginning February 17, 2026, and to expire on February 17,2027 per Chapter 280-146 of the Code of the Town of Southold. SUBJEC].. .0 THE FOLLOWING_CONDITIONS: 1. The applicant shall install an Innovative Advanced (I/A) Sanitary System approved by the Suffolk County Department-of Health. Vote^c Board:,Ayes: Members.Weism an(Chairperson), Planamento,Acamp6ra,Lehnert, and Steinbugler.(5-0) 4_.cs, lic Kanes Weisman, Chairperson. Approved for filing BOARD MEMBERS tOF Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Patricia Acainpora Office Location: Eric Dantes G �, y� Town Annex/First Floor, Robert Lehnert,Jr. O` co� 54375 Main Road(at Youngs Avenue) Nicholas Planamento i Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 EXTENSION DETERMINATION Regular Meeting of January 9, 2025 ZBA FILE'#7593 NAME OF APPLICANT: Amnon and Kathleen Bar-tur PROPERTY LOCATION: 170 Bay Lane, Orient,NY SCTM No. 1000-24-2-26.4 BASIS OF APPLICATION: Request for Variance from Sections 280-124; and the Building Inspector's August 10, 2021 Notice of Disapproval based on an application for a permit to demolish an existing accessory garage; and elevate, relocate and,construct additions and alterations to an existing single-family dwelling; at 1) located less than the code minimum required rear yard setback of 35 feet;located at 170 Bay Lane,(Adj.to Orient Harbor)Orient,NY SCTM# 1000-24-2-216.4. DATE OF PUBLIC HEARING: February 3, 2022 This request for variances was originally Granted as applied for, on February 17, 2022, Robert Herrmann, Representative,on behalf of his client, requested a one-year extension of the above-mentioned relief for variances. RESOLUTION OF THE BOARD; A motion was offered by Member Weisman(Chairperson)seconded by Member Steinbuglar,',and duly carried, to GRANT,the applicant's request that the above cited determination be extended beginning February 17,2025,and to expire on February 17,2026 per Chapter 280-146 of the Code of the Town of Southold. SUI3JCCT TO T14E FOLLOWING CONDITIONS: 1. The'applicant shall install an Innovative Advanced(I/A)Sanitary System approved by the Suffolk County Department of Health. Vote of the Board: Ayes:Members Weisman,Planamento,Lehnert,Acampora,and Steinbuglar. This Resolution was duly 4ft ted(5-0). � c lie Kanes Weisman, Chairperson Approved fbr filing 1 /3 /2025 BOARD MEMBERS 4� so Southold Southold Town Hall Leslie Kane's Weisman,Chairperson O�� - �p� 53095 Main Road • P.O. Box 1179 ti Q' Southold,NY 1 1 97 1-0959 i Patricia Acampora Office Location: j Eric Dantes CA- ae Town Annex/First Floor, Robert Lehnert,Jr. ♦ y� 54375 Main Road(at Youngs Avenue) Nicholas Planamento lyC�� Southold,NY 11971 r 3 h ttp://southo l dtownny.gov � RECEIVED ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631.)765-1809•Fax(631)765-9064 FEB 2 2 2022 s - FINDINGS, DELIBERATIONS AND DETERMINATIO60111hQUI Town Cferk, ( MEETING OF FEBRUARY 17, 2022 2BA FILE#7593 NAME OF APPLICANT:'-.Amnon and Kathleen Bar-tur PROPERTY LOCATION: 170 Bay Lane, Orient,NY SCTM No. 1000-24-2-26.4 '513 A DETIRMINATION. 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. . SUFFO_LK COUNTY,ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to23,and the Suffolk County.Departmdnt.of Planning issued its reply dated October 13,202.1 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 January 19, 2022. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department;as well as the records available, it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject property is a non=conforming 10,449.29 square foot waterfront parcel.located in an R-40 Zoning District. The parcel is irregularly shaped and measures 85 feet along Orient Harbor. The parcel runs 91.58 feet on the North side and 131.20 feet on the East side: 'The Southeast-corner of the,pareel- touches•VilIage'Lane(AKA Maiii Street). The parcel then runs 128.95 feet on the South side before turning 35.17 feet on the Southeast side,and then turning for 42.12 feet on the South side. The parcel is accessed via private right of way known as Bay Lane which is located on the.Western side of the parcel. The parcel is improved with a two- story frame dwelling,with a covered porch, an accessory frame garage, and a,concrete/stone seawall. All is shown on a survey by.Kenneth M. Woychuck, L.L.S.dated August 1,2017. BASIS OF APPLICATION`. Request for Variance from Sections 280-124;and the Building Inspector's August 10, 2021 Notice of.Disapproval based on an application for a permit to demolish an existing accessory garage; and elevate, relocate and construct additions and alterations to an existing single-family dwelling;at 1) located less than the code minimum required rear yard setback of 35 feet; located at 170 Bay Lane, (Adj. to Orient Harbor) Orient, NY SCTM# 1000-24-2-26.4. + j Page 2, February 17,2022 f #7593, Bur-Tur i SCTM No. 1000-24-2-26.4 t t RELIEF REQUESTED: The applicant requests a variance to make alterations and additions which include relocation and elevation of the single-family dwelling resulting in a rear yard setback of 3.8 feet where a minimum rear yard setback of 35 feet is required by Town Code. According to the applicant's representative, in order to make the i dwelling FEMA and New York State compliant,the dwelling will be raised approximately three feet. ADDITIONAL INFORMATION: An existing accessory garage located .6 feet from the rear property line will be demolished. The applicant has the benefit of a Certificate of Appropriateness, dated November 19,2020, issued by I the Town's Historic Preservation Commission. The applicant's representative indicated that an Innovation Advanced Septic System is proposed. r FINDINGS.OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 3,2022 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 U67-b(31(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists pf older single-family dwellings located on a private, gravel, single-lane road that runs along Orient Harbor. Most,of the lots are irregularly shaped and many homes have historic landmark designation and pre-existing non-conforming setbacks. the applicant-has obtained a Certificate of Appropriateness from the--Historic Preservation Commission for the proposed construction and renovation which includes elevating and relocating the existmg,two;story. dwelling.slightly toahe-south which ' Will remove a non-conforming:33 foot side yard setback., and adding a.ohe-story"master bedroom addition located so as to preserve the water view of the neighbor to the East of the applicant's rear yard: The proposed construction will conform to the town of Southold's maximum lot coverage requirements.. 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. The lot is oddly shaped and is improved.with a home that is pre-existing non-conforming. Any design scheme which includes preserving and/or adding to the shape of the existing home will require the benefit of an area variance, 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 90%relief from the code.However,the proposed setback is more conforming than the setback of the existing accessory,garage which is being demolished, and the application is LWRP Consistent. 4. Town--L-aw$267-b(3)(b ML-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, The old septic system will be abandoned and a new IA wastewater treatment sanitary system is proposed which.will improve the environment. 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&267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a FEMA compliant dwelling with additions while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. r, Page 3, February 17,2022 #7593, Bur-Tur i SCTM No. 1000-24-2-26.4 1 i RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes,seconded by Member Planamento,and duly carried, to GRANT the variance as applied for, and shown on the Site Plan prepared by Matthew Benjamin Sherman, LPE, ° last revised August 31, 2021, and Architectural Plans by David Kriegel, Architect, dated September 7, 2021, and labeled site'plan,A 100,A101;A300;A301. k SUBJECT TO THE FOLLOWING CONDITIONS: i I. Prior to receiving a building permit,the owner(s)of the subject property cited herein must sign a statement acknowledging: a.That the applicant(s)have read this determination and understand the limits of the variance relief granted j herein; b. That the applicant(s)will immediately contact the Building Department if a demolition,as defined by Section 280-4 of the Town Code, occurs during construction,or any construction undertaken in any other way Iexceeds the scope of the approvals granted herein,or the issued building permit; c. That the applicants are aware that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has.the right;.after a public hearing,to modify, suspend or revoke such approvals or any term or condition thereof or:to impose thereon one or more new conditions, pursuant to Article XXV, Section 280-141 of the Town'Code: .. 2. The applicant shall-install an Innovative Advanced(I/A),Sa itary System approved by the Suffolk County Department of Health.. This approval shall not be deemed effective until th'e required conditions have been met.At the discretion of the Board of Appeals,failure to eornply 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 ruinimis in nature for an alteration that does not increase the degree of nonconformity. 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 ofAppepls. 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 tlia't may violate the Zoning Code, other than such uses, .setbacks and other features as are expressly addressed in this action: In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void 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 NOTE: Section 280-4 of the Town Code defines"Demolition" as any removal of a structure or portion thereof, where the total cost of the reconstruction of the structure or portion thereof exceeds 50%of the market value of the existing structure before the start of removal. Page 4,February 17,2022 #7593,Bur-Tur 1 SCTM No. 1000-24-2-26.4 I 1 (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 I COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. i ! Vote of the Board; Ayes: Members Weisman(Chairperson) Dantes, Acampora, and Planamento•. This Resolution was duly adopted(4-0). (Member Lehnert absent) i AKanes.Weisman, Chairperson Approved for filing AMNON&KATHLEEN BAR-TUR• 170 WEST BAY AVENUE(AKA BAY LANE).ORIENT J, /M r ♦I �. i y 7 tl G� � F ... Figure 1. Aerial view of subject property and developed Orient Harbor shoreline along West Bay Avenue in April 2021, with "pier line"of adjacent dwellings added in yellow. Image by Google Earth. y � � a / US 4552 P J i v ti Figure 2. Looking east from shoreline at adjacent dwelling to north (left),existing dwelling(center-left)to be relocated,raised,and expanded in place of existing garage to be demolished and removed(center-right);and at existing dwelling to easdrear of property(right). k �i r fill I �I e L!F � • $ .w+ y\ � � ylirkd .� x"$ F a ♦ y♦� t ffi��Na•`� `�z��, Yt��/j r ist� i y ` ' �' ado � +(�� hi.��. �.u-' �S•*^ I ' l //• I I / / / I I I l l / / ARCHITECT: r� BATH. LAUNDRY I , 104 105 r-egel ` 7'-10' 10 8 2 27 `V'WIDE%32'DEEP q•-6. ranK,6•@ BACK A"" 2'-Bye• A500 A400 AB02 Architects+ Planners __ _____ 4ot GRAN KRIEGEL ASSOCIATES " - ARCHITECTS AND PLANNERS L Wjp DEEP FLOOR 219 36TH STREET,BOX 25 m _D S. �w I MOUNTED CAMP DAVID i -- -- --- •' 4 A— 1 O UTILITY SINK BROOKLVN,NY 11232 P ` 212 206 1560 NEW COVERED EXISTING \ RAILINGTO STAIRS TO BE \ POOCH 4 1� - I CLIENT: MATCH EXISTING , REFINISHED - A�oo Im g AMNON AND KATHLEENE BAR-TUR PRE�l 1 SSURE -iO3- ECH - •1 170 BAY LANE,ORIENT,NEW YORK VDN TANK -EXISTINGW 'FLOOR TO BE ID I 3'-21/4'REFIMSEO 5'-a y4' 9'd' K"ID. . _iC A600 1A 5'-71/2 2' Bye' 2'-69%' 5-1•A4D0 I 17 91/TIRSTFL00R N]i L a, Da-aEDGE OF E% 3-6' 1�:-- 2 I . FLOORING�� ;KITCHEN A5Do �L lose I II ; Aa 1 LIVING ROOM I �� I �,_ eQ 48�d �, I ID9A O 0 16 SEE 1/XXX FOR lOO I I ! l O2 U 0' 5 O9B i 10 Afi02 8 RAILING DETAILS FFF--- 2 -531f: 21'-71/4'I 2 8 I A, BATH. A4 1 1E I ry 109A I I . .4 ______I___.. L` IC A600 6A II A600 2' 0', --- a'�' 1 F LI -23/4 17-8 y4' ® 1 I�- ' f -T^ "'tom 07 1OSI s '- -.-� " BEDROOM 4 A600 2 p A503/ „ A60 / .yi J t�O '�_ 109 -- — 2 FLOOR 6 10 a A500 1 SUBFLOOR — - A 00 A500 ASOD A400 A505 BE REFINISHED ------ ' 00 T-91/4' 5'-8• 2'-111/4' S'-8' Y-it 1/4' S'-B' 2'-73/4' - TERRACE i� POR H - -- STONE VENEER -- 0 6 FIRST FLOOR PLAN r vi 2 1/4"=1•-O" No. DRAWINGS/REVISIONS I DATE •s m I — — - - -- - - - - -- I D. a-slrr BAR TURa'-s42 : 6'-3. CONIC. 5'-1 34 Ir - - - - -- - - - -L GTiADE9EAM RESIDENCE 170 BAY LANE 0. 7 = - ,-6 I . I ORIENT,NEW YORK $ AEIM 31/2'OSTEEL '-24' q 12'CONC.PIERS s " IJ A400 4S1E LALLY COLUMN CONSTRUCTION DOCUME NTS 36DEEP(TYPJ A500 I;,,4 I F- I I I DOB SCAN TAFC-�&/�� Ij I -I ' Ir-q trz• 1.9 12• 1 ��r'�rat ua1-6k1'-6'[6' I 5'-8' S'-8' 4'-012" Y FOOTING TYP. I' LEGEND QQf SLAB 1 6 TMPM POCKET 1 7 , — — ——— — — — — — —: I ' 41 EXISTING CONSTRUCTION 1 1 r0, I L J I I B I NEW CONSTRUCTION: -4- CEDAR I I `II I I SHINGLE I HYDROWRA DRAINABLE HOUSEWRAP16-I y• 13'-01/4• I � 5/8"EXTERIOR PLYWOODZ"HIGH a •I I':ter - .- _- J I I 1 3 1/PG BATT IN TY NE FOAM INSULATION(R-15) A401 o I I BETWEEN I 5/8 GYPSUM WALOL BOARD OD D @ 16 O.C. TC O F A� _ 1 I D'-3 1 NEW CONSTRUCTION: L_ — — 0'-3' �.; `4•RATSLAB , I _ 1 5/8"GYPSUM WALL BOARD BASEMENT, FIRST pp 3 1/2"BATT INSULATION(R-15) 3'-B34• --_ _ _- - - - - � _ _ I a BETWEEN2xV WOOD STUD@ 16O.C. FLOOR PLAN & 5/8"GYPSUM WALL BOARD DETAILS NEW CONSTRUCTION: 12.0 x 3'DEEP 4 8"CONC.FOUNDATION WALL CONIC.PIER 3 A500 ' I I A400 A500 I I I I I I 1 I SEALBSIGNATURE DATE: 09/07/21 I PROJECT No: 1913 O'a11/2• 9'-111/2' 9'-1112' 10'-1' I I I. I i DRAWING BY: GT I I L _ __ _ __ __ _ __ _ _ � - I cHKBv: DK r;l BASEMENT FLOOR PLAN 7-777-7 DWG No: Al 00 16'-2' CAD FILE No: of XX ARCHITECT: 10 6 2 ��s y A500 A500 A400 2 Gra n b r i e g e I 9'-21/2 1 I I 8 g D.S. Architects + Planners D.S. S. - I i D.S. GRAN KRIEGEL ASSOCIATES ARCHITECTS AND PLANNERS CEDAR SHINGLE 'i: 21936TH STREET,BOX 25 ROOFING TYP. _-_ § _ CAMP DAVI D MTL.GUTTER ' BROOKLYN,NY 11232 --- - 2122061560 CLIENT. t 4 AMNON AND KATHLEENE BAR-TUR -?- p400 170 BAY LANE,ORIENT,NEW YORK D.S. D.S. 2 1 f 1 1 4 1 , D.S. L _ 9'-21/2' m .._ D.S. _._ _- _..._ , A503 r i I E I D.S. ZINC COATED 5} A400 MTL.GUTTER 3 COPPER VALLEY i i A500 FLASHING TYP. c ;I f 1 CEDAR SHINGLE 4 11 t i ROOFING TYP. 2 1'-0112 I' D.S. 50%CD 8/19M 1 0'-q-)ROOF PLAN No. DRAWINGS l REVISIONS I DATE ' , _ 1/� BAR TUR CL. 2 201A A3°, RESIDENCE A400 O 170 BAY LANE --- 2 ORIENT,NEW YORK CONSTRUCTION DOCUMENTS / CL. — DOB SCAN 2osA F I 2 �(� +h C�� B-DROOM �. BATH. 205 - i O BATH. — - ° CORR. _ 202 I! - SECOND FLOOR / I I ® � 6 0' 4' 8' 16' 32' 200 A400 i 1 i n '�18 2 NEW WINDOWS@ \ 3'2�- E%G.OPENINGS —_ TYP. -- BEDROOM BEDR00 DRAWING TITLE F 204 203- �ASO?) SECOND FLOOR, - --_— ___-- --- I ROOF PLAN & 4 DETAILS 204A 203A O LLU — __ _— __ _ L - I — _ _ i I i! SEAL&SIGNATURE DATE: 09/07/21 PROJECT No: 1913 DRAWING BY: GT CHK BY: DK DWG No: ZINC COATED COPPER VALLEY 'I' !' A101 1 rl SECOND FLOOR PLAN FLASHING TYP. CAD FILE No: ARCHITECT: e 9 k - EXISTING ADDITION 8 �ra Ed ��e g e 3 NEW CEDAR SHINGLE ROOF 1 1 2 Architects + Planners d`.-J-�i3 ZINC-COATED COPPER GUTTERS A500 A400 A500 GRAN KRIEGEL ASSOCIATES ARCHITECTS AND PLANNERS REPLACE EXISTING WINDOWS TIP. _--- = _ - STREET,BOX 25 CAMPDAVID BROOKLYN,LYN,NV 11232 3 2122061560 CLIENT: - -- AMNON AND KATHLEENE BAR-TUR 170 BAY LANE,ORIENT,NEW YORK "—"- -----"---"-- SECOND FLOOR NEW CEDAR SHINGLE SIDING — — — —"--- ---"—"- -"- -"—"—"- ------ >.—.. - -. _ --- - FIRST FLOOR-_ STONEVENEER -- - -_ ! —"—"---"—"—"—"-------"—"—"—•— - -- — "—"— — -- — —"—"---•--"—•—"-----"-----"---"-------"—"—"---"—"—"---- FE B- - — — — — — — — — — — EXG.FIRST FLOOR (EL 6.0) GRADE LEVEL (EL 4.8) ---"-----"----- —"—"------"—"—"—"- -------"—"—"—"- ---"—"—" SEA LEVEL (EL 0.0) n EXTERIOR ELEVATION-WEST 50%CD 8/1921 N.I DRAWINGS I REVISIONS I DATE BAR TUR A o0 RESIDENCE 170 BAY LANE ORIENT,NEW YORK CONSTRUCTION DOCUMENTS 4 DOB SCAN _- _ A400 A�'C1`' t. ---- - -- --- A504 B'D------- e 1 - - -_--- _ SECOND FLOOR 18 29�- - -- 1 T O r DRA TLE —"—•—"-----"---"—"—•—"---•—•—"--- ---"—"— —"— — _ ----- -- —... -- -- -- -----. -:.___ —"—"—.—". --"-----FIRST LmOQR) EXTERIOR - - - ---- ------ -- _�,��`��, .. " � _ _ _ _ ELEVATIONS �' ram' o' — S L — ( ) �K ly^•, — — — -- — •✓=.:. -i .r-- "l EXG.FIRST FLOOR —"— —"---"- -"—"—"— ----"—"—"—"—"—"—"- ---"—•—•—•-- —"—"---"—" — •- - (EL6.0) GRADE LEVEL (EL 4.8) SEALB SIGNATURE DATE: 09/07/21 PROJECT No: 1913 —.—.—.—_—.—.—.—_—.—.—.—.—.—.—.—.—.—.---.—.—.—.—.—.—.—.—.—.—.---.—.—.—.—.—.---.—.—.—.—.—.---.—.—.—.—.—.—"—.—.—.—_—.—.—.—.—.---•—•---"—"—"—"—"---"—"—"—"------ SEA LEVEL DRAWING BY: GT (EL0.0) CHK BY. DK '" V Ex4 ER;�R ELEVATION-SOUTH A300 CAD FILE No: ARCHITECT: ranKriecge1 2 , NEW CEDAR SHINGLE ROOF Architects + Planners A500 A4pp ZINC-COATED COPPER GUTTERS GRAN KRIEGEL ASSOCIATES ARCHITECTS AND PLANNERS -- _._ - - -.. _ '-„ REPLACE EXISTING WINDOWS TYP. 21936TH STREET,BOX 25 - — _- ... CAMP DAVID BROOKLYN,NY 11232 2122061560 ENT' AMNON AND KATHLEENE BAR-TUR - - - -_ -- '--- -- - -- 170 BAY LANE,ORIENT,NEW YORK ._: _ - -._ - .. -_----- '---_ - �-- -- SECOND FLOOR NEW CEDAR SHINGLE SIDING (EL18.3) OUTDOOR SHOWER --------------------------------------------------------------------- -------------- -.-----'-'------- _..._ _. ---I -..L---J- --------------•-------- ----------------FIRST FLOOR ---._. _._ ... . _ _..._ _ .. - - - (EL96 i -•C ! ,> ' 4 STONE VENEER BFE' -----------------------•------------------------------ --- - ��'�ry -ri l /r, �l ' ----------'-------'- ------------ SXO._FIRSTFLOOR /-mil, (EL 6.0). --- - ------------------------ -------- ---------- -- ----- ---- - - - .-......... GRADE LEVEL (EL 4.8) ADDITION ----------------------------------------------------------------------------------------------------------------------------------------------------------------------- SEA LEVEL n EXTERIOR ELEVATION-EAST (EL 0.0) 50%CD 8/192, ADDITION EXISTING RECONSTRUCTED No.I DRAWINGS!REVISIONS DATE BAR TUR. RESIDENCE 2 170 BAY LANE A400 ORIENT,NEW YORK CONSTRUCTION DOCUMENTS DOB SCAN _ A400 _-—_._—_— ----- ----- - --------- -'-- - ----- ash 01-"�"�.'d� ,•-0• - -- - - -._ --- ---------------------------- 9 — — — — — . SECOND FLOOR _ EL . IN o O C VA i-G TITLE ------- - ---�--— - ----------- ------ --------------------------------- —�C_�.-_—J_-- --- ------ -- -- - - ------- FIRST FLOOR ----I+- II-----t-- - - ----- --- - - - - - - - - - - - - - - - - - - EXTERIOR --- ----- (EL9.6) ELEVATIONS fi"� �-� BFE —.—.—.---.—.—.—.—.—.—.—.— —.— -�. .— I— —. — ?.? —. —. .— _ � —. —. — — — —.—.— ------- - --------- - --------- —-—-—-— —-—-— ----------------- q \ /,� y Q 5 y- .Q �i=y-s-lam` --��+��,`.� , � ' (EL7.0) EXG.FIRST FLOOR our000R (EL 6.0) SHOWER,SEE DOORWffH GRADE LEVEL SEALS SIGNATURE DATE: 09/07/21 3/A505 ROOD VENTS (EL 4. PROJECT No: - 8) 1913 ---•-----------------------•-----------------•----------------------------------------------------------------------------------------------------•----•----------------SEA LEVEL DRAWING BY: GT EXTERIOR ELEVATION-NORTH (ELO.0) CHKBY: DK DWG N. A301 CAD FILE No: of)0( PROPERTY OF BAR TUR 170 WEST BAY AVE ORIENT, NY z G !! SCTM # 1000-24-02-26.4 TOTAL LOT AREA= 10,449Sf(0.24ac) LOT AREA LANDWARD OF CEHA LINE= 7,798sf W D. GROUNDWATER MANAGEMENT ZONE IV; W y TOTAL ALLOWABLE SANITARY FLOW= 300 GPD Z Z v TOTAL EXISTING SANITARY FLOW= 300 GPD W a a m In PROPOSED.w\P PROPOSED USE: �n u V RESIDENCE= JOOGPD �! Q,a.,6 STORMWATER CONTROL AS SHOWN U 'N \ ALL PROPERTIES WITHIN 150'VACANT OR SERVICED BY PRIVATE 26 STORM WATER - W aj V ON SITE SANITARY DISPOSAL FACILITIES AND WATER SUPPLY WELLS. CHAMBERS FOR ROOF AREA CD THERE IS NO PUBLIC WATER OR SEWER DISTRICTS THAT SERVE THIS AREA in INSTALL UNDER NEW DRIVEWAY ' ✓1 Q TOWN LOT COVERAGE (BUILDABLE LAND/LOT AREA LANDWARD OF CEHA BOUNDARY) = 7.798sf ® BN11 0 \ EXISTING FRAME v E%ISTING LOT COVERAGE BASED ON 7798sf BUILDABLE LOT AREAlT so DWL TO BE HOUSE 7200 PROPOSED 36sf OU OR • �p RELOCATED W SHOWER OVER GRAVEL FRONT GARAGPORCH141sf EXISTING 720sf l ADDITIONS BED (PIPED TO PROPOSED FRONT PORCH OVERHANG sosf y G �j O TOTAL COVERAGE 1,201sf(15.4%) Q. GpP ��6� 4 BEDROOM 6 ` DRAINAGE SYSTEM) ® eae OO�G p 6� 9�� 2 STY DWL EXISTING SEPT PROPOSED 29sf STOOP PROPOS D LOT OV RA• BAS D ON 7.798sf BUI DAB OT AR A C. HOUSE 544sf v i 1 141sf PORCH TO BE RE ED PROPOSED ADDITION 544sf ✓P Q �OJ n �_ 1 �'// 6'-9'X3'-8" STEPS FRONT PORCH 47.f FF EL 6.0' 0 r)�' FRONT PORCH OVERHANG 47sf O' er' SIDE ROOF OVERHANG 67sf RELOCATED 720sf �P �G PROPOSED 544sf TOTAL COVERAGE 1,5190(19.5%) 4 BEDROOM P Q y10 1 STY ADDITION 2 STY D1^JL SITE PLAN BASED ON SURVEY OF PROPERTY 0 FF EL. 9.0' SURVEY BY KENNETH M WOYCHUK LAND SURVEYING, PLLC RAISED 3' DATED 8.1.17 �' EXI TING 260sf FRAME ELEVATIONS REFERENCE NAVD '88 FF EL 9.0' \ O S GA GE TO BE FLOOD ZONE BOUNDARIES HEREON ARE AS SCALED FROM THE 141 sf PORCH F.E.MA FLOOD INSURANCE RATE MAP- MAP NO.: 3610300068 H �Cy REM VED SITE COVERAGE DATA FROM GRAN KRIEGEL ARCHITECTS PLAN 5.5.21 47sf OVERHANG %1 114'-9" t� �, 1 D' STORMWATER DESIGN: FF EL 8.5' IA CONTROL PANELS, SOIL GROUP A(SAND,AGGREGATED SOILS) BLOWER AND VENT_ RUNOFF I O RATE NT; <in hr( 2t/d 0.26, >69.0.29 lfl O � '� INFILTRATION RATE 0.30 in/hr(0.6ft/day) 4 BED DWL •�. SOIL GROUP C (CLAY LOAMS, SANDY LOAMS) 82' 1 st FL 1,264s EXISTING RUNOFF COEFFICIENT; <2%0.28, 2-6%0.32. >6% 0.40 �� \ INFILTRATION RATE 0.05 in/hr s I 2nd FL 62 p WELLTO BE FF EL 9 �13 REMOVED RUNOFF GRAVEL;06EFFlCIENfTS PF�O� OOF �y BUILDINGS;GRASS: 0. 1.0 C 36't �OF OF O NEW A OWTS STORMWATER RUNOFF CALCULATIONS;Q=CiA Z PROPOSED PERVIOUS �o� 92'-10" W PRESSURIZED O=RUNOFF o 37't �0 C=RUNOFF COEFFICIENT; 100% F� GRAVEL DRIVEWAY N SHALLOW DRAINFIELD (Z OF STOR,IWATER TO BE CMIURED) BETWEEN LINHOUSE ELINDE % EyPPNS\o \\ i=AREA L INTENS TY; DESIGN STORM 2 = 0.1T Q A=AREA 67sf OF>28" ARC 36 LEACHING CHAMBER - 10.7af STORAGE w 7— s' `` ° ROOF OVERHANG�� PROPOSED WELL 8'0 DRYWELL = 42.2cf/FT STORAGE >' PROPOSED O " `\ 5'-9"X4'-4" O Cn V/7 I ROOF AREA PQ A=1,640sf C=1.0 0= 1.0.0.17ft•1,640sf=279cf REQUIRED STEPS v7� n 52' 39 fi PROVIDE(26)CHAMBERS = 279cf PROVIDED t6 rn y& Pl " y 60'-4" �. PROJECT LIMITING o CO y "o FENCE ALONG O o —� ORS c�QF 80'-9" •� Pv PROPERTY LINE f y' Ci �9J 33'12 a TURF GRASS OR — 'CEO SIMILAR VEG. ABOVE PSD v o $ =G" r � o vo \ o oas 046 92 99 W WOOD RAIL FENCE A G LINE \ g o N 128.95 e =" >" LP A N 0m m v p TO COMPUTE SI D 00 HATCNED ARE USED A Q G TE COVERAGE Ei1 Of IXCl4DE5 OVERHANGS LANDINGS<300 �•' O O I L LJ BUILDING COVERAGE SCHEMATIC z I v LLJ SCALE NTS � > • p •� 3 5,0 m to �I^ D s 7 42 12 ro=aa DIRW—.—ON L��. Q m z _ A �A wwooRB g W % iuRo°N.aEOUI S EPA sR noN WET!ESMCC srsiEu j I Q D ELEV. 4.1 xasE Fr o• 'u•'wtnTMr p�' a W Z OL SANDY D OWN LOAM 1.3' crnDE a cxECR vuc waro sAna xm wrox o 0 F 4PADE 6' f:,, o .V SW -BROWN 1.8' aa• rA �eor.Dr cNweER n.r G i 4,GRAVEL .• son n Ix u.s , Ic w k':."[tiT ri.<.:• C O t^'1 i'«?n'm°n an:ow,ams a � I� o• Q• N WATER IN WATER EL 1.0 .mY'sfv°° as vpc mc,.n _'.,ie::,..:;y.j*c SAND art a rw,msmN _ Z*'" •' V SW g GRAVEL 6.0' _CLE rarwm a ,. ,y� - wcxcsr Eyvmm caou+aurm nrvAnw t•xEnE uw.�mn Q• MAY 03. 2020 �rw no To I—C uEsvNSI01w°Y. °iwaa0"wuE sx c PROV �r SE [�] K. WOYCHUK LS „Ez cExs T,R,.O PRonoE aEST E,wEcnm wwrm°Arw E AND xt:s,Orot!� t.TacY uIN.mxa oEO°i!u DEtERuwm F U srt[Trn a Arro roI°un°x ixou ABu vxoFERnEs Y � o SITE PLAN ocz SCALE 1:10 /Nss w �+ S TEST HOLE SEPTIC PROFILE W s SCALE NTS SCALE NTS pRDlESSIONF� z g o N o J S.C.T.M.# DISTRICT 1 000 SECTION 24 BLOCK 2 LOT 26 .4 - IDWELLING W/WELL WATER / O WE\.4 �Q. PILINGS FL pgTTNG pOCA � `— RAMP --- ---_ W00p pgOyALN DWELLING W/WELL WATER a Q m LAND N/F OF / STRAUEL 2016 VACATION RESIDENCE TRUST m N 54044'30" -E 0.9'N 6' STOCKADE EL 4.2 7Sj /EL 4.8 28.3' : :i:: . I R Q I 7 8SHOIHER g \ • 2/ 0 ^2U n DWELLING n I imp! 0 1 RM. o 170 N I 1 /GARAGE �P \ Un• FFL 60 mZ I ! 163' \� \ Q lu /ti3e it EL 4.5 28.3' . "!'', 11 EL 3.7 m 4 BRICK \ / \EL 3.8 �/ ol.fiW "� 0 4::GARAG / E / /DRIVEWAY :GF:,3,6:',, ZONE VE(EL 9) O �' / / / 4 18.2'i'21. V! IQA DWELLING SHARED EL 3.6 ! DWELLING \ W/WELL WATER �b , / �� DEL 4.1 �i WELLQq /' W/WELL WATER PICK EV IF NCE \ ZONE AE(EL 7) EL 3.4 1/.5°W I \ LAND N/F OF p� \ LANCE JENSEN \ EL EL 3.5 LISA KREILING 3.7 SPECIMEN o ` e m CC) CJ ``�OZ TREE !�J EL 3.5 I V � m 1 �10 , EL 3.7 V 4 DD ! 4 ZONE AIE(EL 6) O 71A? IY /LAND N/F OF P•) / EDWARD OLIVER GUARD STEPHANIE GUARD !<ptic EL 3.6 LAND N/F 0 WILLIAM KING DWELLING DWELLING I/ W/WELL WATER \\ `9c$'• � O •� / /' W/WELL WATER 2 // WATER SUPPLY FROM GONG / HOUSE #170 a ti 0 DWELLING DWELLING W/WEL WATER \ / W/WELL WATER If WELL LOCATED AT #1995 VILLAGE LN. �) V!? / -< / \ DWELLING \ \ W/WELL WATER y / DWELLING \ \ / W/WELL WATER DWELLING \ / W/WELL WATER \ \ � 04 ELEV. 4.1 \ �\ DR BROWN OL ISANDY LOAM BROWN SW SAND GRAVEL8° 1 & �p) \ / •Q WELL \ SUPPLY TO WATER IN WATER EL 1.0 \ / 12072 VILLAGE LN. \ SAND SW & GRAVEL 6.0 MAY 03, 2020 \ K. WOYCHUK LS WEB\ Q• FIRM PANEL #36103CO068H /AREA: 10,449.29 SQ.FT. or 0.24 ACRES ELEVATION DATUM: NAVD88------------------ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY lS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, GUARANTEES INDICATED HEREON SHALL .RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: AMNON BAR-TUR; MAP OF: KATE BAR-TUR; FILED: SITUATED AT: ORIENT TOWN OF: SOUTHOLD SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING„ PLLC Professional Land Surveying and Design THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL �..� P.O. Box 153 Aquebogue, New York 11931 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FILE # 1 7-97 SCALE: 1"=30' DATE: AUG. 1, 2017 N.Y.S. LISC. NO. 050882 PHONE (631)298-1588 FAX (631) 298-1588 AND OR DATA OBTAINED FROM OTHERS. PROPERTY OF BAR TUR 170 WEST BAY AVE ORIENT, NY {{� SCTM # 1000-24-02-26.4 Z TOTAL LOT AREA = 10,449sf (0.24ac) Q LOT AREA LANDWARD OF CEHA LINE = 7,798sf W p,; 00 GROUNDWATER .MANAGEMENT ZONE IV; (x� cc N TOTAL ALLOWABLE SANITARY FLOW = 300 GPD Z Z 0 M C4 Q N 0 v TOTAL EXISTING SANITARY FLOW = 300 GPD Z ¢ ,'` 0 z r�_" � � M Q ' 7PROPOSED� USE: W � RESIDENCE = 300GPD O Z ¢ co STORMWATER CONTROL AS SHOWN U in 26 STORMWATER `�` ALL PROPERTIES WITHIN 150 VACANT OR SERVICED BY PRIVATE (� �1' ON SITE SANITARY DISPOSAL FACILITIES AND WATER SUPPLY WELLS. x CHAMBERS FOR ROOF AREA 0) THERE IS NO PUBLIC WATER OR SEWER DISTRICTS THAT SERVE THIS AREA. v� INSTALL UNDER NEW DRIVEWAY TOWN LOT COVERAGE BUILDABLE LAND LOT AREA LANDWARD OF CEHA BOUNDARY = 7.798sf � Q t / ) atlrs7 `O -- EXISTING' FRAI,,4E y EXISTING LOT COVERAGE BASED ON 7 798sf BUILDABLE LOT AREA 1� ® 0 �C' D �`L IO 61= 1 - PROPOSED 36sf OU OR HOUSE 720sf � RELOCATED ��° .,. �`� GARAGE 260sf ��` � GAP SHOWER. OVER GRAVEL FRONT PORCH 141sf WpTq EXISTING 720sf 5-�0 ADDITIONS BED (PIiPED TO PROPOSED FRONT PORCH OVERHANG 80sf TOTAL COVERAGE 1,201 sf (15.4%) C/D /tz;b 4 BEDROOM DRAINAGE SYSTEM) Q. G 2 STY DWL EXISTING SEPTI / PROPOSED LOT COVERAGE BASED ON 7 798sf BUILDABLE LOT AREA ENGt Fs, PROPOSED 29sf STOOP HOUSE 720sf 141 sf PORCH � ,� d TO. BE RE �ED �` ��ql „, , PROPOSED ADDITION 544sf A�\'�`� t�� °� FF EL 6.0 �' rL' � / 6 -9 X3 —8 STEPS FRONT PORCH 141sf A f \� PXr` \~O' •�' f le SIDEFRO SIIDEN ROOFCH OVERHANG ANG 67sf RELOCATED 720s --� �G• /f f,; PROPOSED 544sf TOTAL COVERAGE 1,519sf (19.5%) 4 BEDROOM �' , �� ,�' 95 1 STY ADDITION 2 STY DWL t i , SITE PLAN BASED ON SURVEY OF PROPERTY O �F FF EL. 9.0 SURVEY BY KENNETH M WOYCHUK LAND SURVEYING, PLLC RAISED 3J dTED 8.1.17 EX —TINGIING ��O�f RA � � ELEVATIONS REFERENCE NAVD 88 FF EL 9.0' \ ' ' �' ', ':` �� £ GA tGE TO BE FLOOD ZONE BOUNDARIES HEREON ARE AS SCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP — MAP NO.: 36103CO068 H 14�1 sf PORCH �� 9 � � °;" �� ': '`� REI•w,�t.��® , „ SITE COVERAGE DATA FROM GRAN KRIEGEL ARCHITECTS PLAN 5.5.21 47sf OVERHANG � ��- �''� � �. `c 114 —9 : v O �` STORMWATER DESIGN: FF EL 8.5 � IA CONTROL PANELS, SOIL GROUP A (SAND, AGGREGATED SOILS) C ~. . . '� RUNOFF COEFFICIENT; <2% 0.22, 2-6% 0.26, >6% 0.29 o 4 BED DWL �' tS` ;�� BLOWER AND VENT �` � INFILTRATION RATE 0.30 in/hr (0.6ft/day) 0 \�k 1st FL 1 264sf `° SOIL GROUP C (CLAY LOAMS, SANDY LOAMS) 82} ' \ ^`�t r< — EX.I S T I N G RUNOFF COEFFICIENT; <2% 0.28, 2-6% 0.32, >6% 0.40 2 n d I �211 `, y 0 � LT0 BE INFILTRATION RATE 0.05 in/hr REI� �, ED RUNOFF COEFFICIENTS FF EL 9 . j ��,o O GRAVEL; 0.6 t GRASS; 0.5 BUILDINGS; 1.0 '� �6' ! `� G�O qy 0 �� NEW IA OWTS STORMWATER RUNOFF CALCULATIONS; Q=CiA PROPOSED PERVIOUS — 4`, - , F,o ,, ,_� 92 —10 W PRESSURIZED Q=RUNOFF O GRAVEL DRIVEWAY 37 ` P SHALLOW DRAINFIELD C=RUNOFF COEFFICIENT; 100% `O� (% OF STORMWATER TO BE CAPTURED) �' BETWEEN HOUSE AND :� ` / / �XpPNsi= AINFALL INTENSITY; DESIGN STORM 2" = 0.17' A PROPERTY LINE 50�° r. � � 67sf OF>28„ A ARC 36 LEACHING CHAMBER = 10.7cf STORAGE ROOF OVERHANG 8'0 DRYWELL = 42.2cf/F7 STORAGE PROPOSED PROPOSED WELD � _ _ � � 5'-9"X4'-4T' C� ROOF�` , I // A=1 640sf C=1.0 Q= 1.0*0.17ft*1,640sf = 279cf REQUIRED W STEPS y 52 39 PROJECT LIMITING PROVIDE (26) CHAMBERS 279cf PROVIDED y "0 0 6# FENCE ALONG Y�G� 1 80,-9„ PROPERTY LINE �� i TURF GRASS OR SIMILAR VEG. ABOVE PSD � � o 0 O , Ln Ld w jr • 2k O W w 0 N ®ZT 65 „ WOOD RAIL FENCE A �-' Z > G LINE �` ' ►�.. o w 8 , 19� 92 -8 �t 00 6 o g) n oCro / z ,� v ` W F q O �00 HATCHED AREA USED Q [�1 TO COMPUTE SITE COVERAGE O m - EXCLUDES OVERHANGS <28" W �+ LANDINGS <30sf n Q BUILDING COVERAGE SCHEMATIC Q W SCALE NTS CD 9 0 0 'o, Q ITI OQ r � q z TO SID LOF UILD NGU� CARBON FILTER ON 2' VENT PIPE W C•] �� I s 18- ABOVE GRADE, 3' MIN. FROM < m BLOWER IN SECONDARY DOORS & WINDOWS — PLASTIC ENCLOSURE ON ALL UTILITIES REQUIRE A 5' MINIMUM I MOUNTING PAD - HARD WIRE SEPARATION TO THE SEPTIC SYSTEM. j, Iti W „�! { TO CONTROL PANEL 24' TUF-TITE HDPE O Z � W 0 # ELEV. 4. d i 8'TUF-TITS HDPE FLAT LID OVER L FLAT LID OVER SAFETY LID _ [y Z I— OL 3 HOUSE FF 9' GRADE 8' LID CNECK VALVE 1 25 o/ y DR BROWN ' BACKWATER HEADER O W C GRADE 6' VALVE 6' MIN. Q O < SANDY LOAM PUMP STATION EQUALIZATION J a GRADE VARIES 6' TO 7.5'f Eti H ILLJ BROWN �' w ' LE 6.8' ".} � '��+'' � TOP OF CHAMBER EL 5' SAND I.E. 5' I� I.E. 4.8' 4.6' I.E. 4.0' r.F�r_t.iR{�r r�.ts Qi 0 O Q SW 1.8 I.E. —Q�BOT. OF CHAMBER EL 4' Q MIN. 4'0 SDR 35 PVC -MIN. 4'0 SDR 35 PVC ��!:i`� {._ii. Sri'` y� (2) TRENCHES WITH J 5' -+ t:`" ® 1MIN. ` ay}.'�^ ; `j INFILTRATOR QUICK4 CHAMBERS (� Q WATER EL 1.0 WITHPPE SUP RING GE CONNECTOR PIPE PITCHED ® }�72 = � ��` �. +' � L E_ d WATER IN .-- • "w`:'-• O \/ ND TO 2' CAST IRON EXTENDING "}` :� ;+= -" ` '�] 0 W • OUT OF FOUNDATION -t SW & GRAVEL 6.0 �� _ `-. : HIGHEST EXPECTED GROUNDWATER ELEVATION 1't @ACKFlLL MIN 4' WITH O ` CLEJV1JOUi MUST @E INSTALLED ON VN THE lA Cm15 INLET W1#5iE LINE ASTIM' C33 SAND �y �j BELOW TRENCHES ALL UTILITIES REQUIRE A 5' MINIMUM 8'x4'x20' SLAB EMPTYZ TANK BUOYANCE 3'x3'x1' CONIC p� Q MAY 03, 2020 SEPARATION TO THE SEPTIC SYSTEM. TOTAL VOLUME 2t cY CEN5 7,210lbs PROVIDE ANTI-FLOATATION HIGHEST EXPECTED GROUNDWATER ELEVATIONOf v PIW .SEC WEIGHT, 8,000t LBS 1.78CY MIN. CONC SEE DETAIL DETERMINED BY ON SITE TEST HOLE AND W K. WOYCHUK LS INFORMATION FROM AREA PROPERTIES �I p SITE PLAN SCALE 1: 10 TEST HOLE SEPTIC PROFILE - Inc F-- Ld SCALE NTS SCALE NTS ... v o Z `�oA �835M �F�� Q 0 m I Q FESSION ,`� w mp < U p � C) V)