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HomeMy WebLinkAboutBen-Ami, Gil & Tracy Glenn Goldsmith,President �0�0 COGy Town Hall Annex A.Nicholas Krupski,Vice President < 54375 Route 25 0 Eric Sepenoski o ,? P.O.Box 1179 Liz Gillooly �y • o�� Southold,NY 11971 Elizabeth Peeples �Ol �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 7ifJ Completed infield by: Twin Forks Permits on behalf of GIL & TRACY BEN-AMI requests a Wetland Permit to demolish existing partial foundation, removal/abandonment of existing sanitary system, remove existing asphalt driveway, demolish existing 188sq.ft. wooden deck, existing rock wall and existing 101 sq.ft. pond; construct anew 1,714sq.ft. two-story dwelling with walk-out basement and a landward 683sq.ft. garage in the basement, 41sq.ft. second floor bay window, 311 sq.ft. west side decking; 181 sq.ft. screened in porch, 244sq.ft. front covered porch; 460sq.ft. lower level patio; 125sq.ft. trellis; install an I/A septic system; install a stormwater drainage system; construct three (3) retaining walls consisting of one 84' long wall with top of wall elevation at 68' and bottom of wall elevation at 605; one 91' long wall with top of wall elevation at 61.5' and bottom of wall elevation at 575; one 97' long wall with top of wall elevation at 66.5' and bottom of wall elevation at 605; and to establish and perpetually maintain a 15' wide non-turf, no fertilization vegetated buffer along the landward edge of the top crest of the bluff. Located: 1800 Hyatt Road, Southold. SCTM# 1000-50-1-4 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code propose wo "Erosion falls under: �Chapt. 275 �Chapt. 111 other Type of Application: Wetland Coastal"Erosion Amendment Administrative Emergency Pre- ubmission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info neeged/ difications/Conditions/Et(.: JPA WMA - �,N VJ In Present Were: G. G Idsmith N. Kru ki E. Sepenoski L. Gillooly E. Peeples � � � � � •�.i�" �ram' I�� '� !' T 1 ,}y�• "T .E .t 16 ti 1¢,, '� � 'y. ,.► •try � r � � •� � � ..:fir •�r ' 1 ` � ,` ,�.T r s ,ra �• rT it ol `; 1 • } 1f r - , � a • r � Ll�L�A . ►'J . � � • Y- k u LINE OF CLEARING. O GRADING&GROUND DISTURBANCE APPROX.LOC. i v~m� ,`�02Q �0k ; ; (14,253 SF) OF SANITARY/ J� t O ti SYSTEM �� O�,Ve h ZO ``��� i �P� PROPOSED LOCATION 2 STORY FRAME HOUSE & GARAGE (4 BEDROOM) GARAGE EL = 60.50 40, BASEMENT EL=61.00 40, FIRST FLOOR EL=71.00 �e� ;♦ I ley �QF opos / 911 PROPOSED \ i wq<<rti�! 4 WATER SERVICE < - - ®® /�4r g O TH 1tS?H ?49 �•/ / e RFMoo a,, ! o o N FO _J rA6 0 , Wg / 6 ASPHALT Pock LL DRIVEWAY TO BE a C REMOVED �po O Q I qc L- Z j, 6� SIN O Ae o a -0 J� '- mac,IJkk- m a o _` 30 �AZ ?° Sey u AsP� P FLFc St/8 sro m o a t� R Ro'oo TRlcMF3O' Qom,FFN4 -lad z-,-I � o �� �9r SFp rR cn m 0 � � 1 w r � ~ �� , � 0 , , g� 4 i r _ Irk is « Ir Awl _=,'_ a it Google Earth .. � _• � ate i +�" « y , • 111 1 tam'• -'{`/..._. ��� � ^�' �•1 Y. � ' RI f� Y" r a U" ��i Y Y4 •. Esc - �-�I� �F"' - � ��:' 6 7 � '4 � '� �,.aG�t'�s �� �� _�'-li .ram- 't � � ....r�•w� •�� .,,., �- ��,� �t • /It 1 �r �h,.,a.y� X' � J �.-.ems."• C er t ., f`.�. d._its ' � .- � q f � �-y: ,r _-- _fir - ' ; _,r.- +-• �- • - AF Al 'It of Bit IMIN a Of A � } _ ( At • •i- • •• • - • • • • 0 ••• -• 0 ••- . •• • - • • 9 - 0 • •'• -• Gil Ben-Ami & Tracy Ben-Ami 1800 Hyatt Road, Southold SCTM No. 1000-50-1-4 \ 'a 4 )I ,y '�` }ice, "Y� ""',•�. r I;LL e _ n e ,T`,� � �j _ �,j►347 9; .a �i ( C; . - f 1:u, -: .,y 4Sy'♦• ° se- S�k N Photograph 5). View looking west towards Long Island Photograph 6). View looking north along the bluff Sound and the bluff. edge of the subject property. Gil Ben-Ami & Tracy Ben-Ami 1800 Hyatt Road, Southold SCTM No. 1000-50-1-4 14, q a .e - r 1 t e � \sr r r�Via+` f' •7 r� b''�V � re� � r 5 _sL* - Photograph 7). View looking east towards Hyatt Road Photograph 8). View looking west along the existing at the approximate location of the proposed residence. driveway towards Long Island Sound in the approximate location of the proposed septic system. voae ostt.w masot - tr°aa .taw tzatae etw 12-6 ramie wets N -- y 0 4 ° RD. T. i eeNc) ',.rb C' sourlalnP!wtasc t ® "g �d I b CD B O P u m _ nr ` P wrcN '� Rtl — p --.-- �.. --^-- NOTICE COUNTY OFSUFFOLK © e eOIai101a sECTaRRo Real PrapMy Tax Service Agency Y 050 P 4Amc,w 10 v't M° PROPERTY IMP OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: June 3, 2025 Re: LWRP Coastal Consistency Review for GIL & TRACY BEN-AMI SCTM# 1000-50-1-4 Twin Forks Permits on behalf of GIL & TRACY BEN-AMI requests a Wetland Permit to demolish the existing partial foundation, removal/abandonment of the existing sanitary system, remove the existing asphalt driveway, and demolish the existing 188 sq. ft. wooden deck, existing rock wall and existing 101 sq.ft. pond; construct a new 1,714sq.ft. two-story dwelling with walk-out basement and a landward 683sq.ft. garage in the basement, 41 sq.ft. second floor bay window, 311 sq.ft. west side decking; 181 sq.ft. screened in porch, 244sq.ft. front covered porch; 460sq.ft. lower level patio; 125sq.ft. trellis; install an I/A septic system; install a stormwater drainage system; construct three (3) retaining walls consisting of one 84' long wall with top of wall elevation at 68' and bottom of wall elevation at 60.5'; one 91' long wall with top of wall elevation at 61.5' and bottom of wall elevation at 57.5'; one 97' long wall with top of wall elevation at 66.5' and bottom of wall elevation at 60.5'; and to establish and perpetually maintain a 15' wide non-turf, no fertilization vegetated buffer along the landward edge of the top crest of the bluff. Located: 1800 Hyatt Road, Southold. SCTM# 1000-50-1-4 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 CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney TWIN FORKS PERMITS May 28,2025 ((� �] -Via Hand Delivery- D `J Glenn Goldsmith,President Southold Town Trustees VAY 2 Q 203 54375 Main Road,PO Box 1179 Southold,NY 11971 Southold Town RE: Wetland Permit Application Board of Trustees Owner: Gil Ben-Ami&Tracy Ben-Ami Situate: 1800 Hyatt Road, Southold SCTM No. 1000-50-1-4 Dear Mr. Goldsmith: Please find the following project information which has been updated at the request of the Trustee Staff. The updated information includes details regarding the proposed retaining walls, lower level patio and the second floor balcony is a Juliet balcony only with no access to second floor deck. In support of this application,the following materials have been enclosed*for your review: 1. Four(4)copies of the revised project narrative;and 2. Four(4)copies of the survey set(3 pages)as prepared by Young&Young last revised May 28,2025. Please review the enclosed materials for the proposed new residence. If you have additional questions regarding the overall project, do not hesitate to contact this office. Thank you. Sincerely, Lisa Poyer Principal Planner 631.644.5998 1 lisa@twinforkspermits.com 1288 East Montauk Highway,Hampton Bays,NY 11946 Gil Ben-Ami &Tracy Ben-Ami MAY 2 8 2025 1800 Hyatt Road, Southold SCTM No. 1000-50-1-4 Southold Town Project Narrative: - Board of Trustees The subject property contains 40,334 sq. ft. and is located within the R-40 zone. The property previously contained a single family residence Which received a C of O in 1961. A subsequent C of O was issued in 2015. The residence was lost in a fire the remains of the partial foundation and septic system. The Town Trustees issued a permit no. 10385 dated May 17, 2023 for the construction of a new residence with attached decking on the property. The proposed project includes the following: Demolition of the existing partial foundation at 1418 sq. ft. located 40 feet from the top of bluff, removal/abandonment of the existing sanitary system located 10 feet from the top of bluff with one single cesspool located seaward of the CEHA limit, demolition of the wooden deck at 188 sq. ft. located 48 feet from the top of bluff, existing rock wall 11 linear feet to, existing pond at 101 sq. ft. located 68 feet from the top of bluff. Construction of a new residence at 1714 sq. Ft. with walk out basement on one side and garage in the basement at 683 sq. Ft., second floor bay window at 41 sq. ft., attached decking (west) at 311 sq. ft., screened in porch (southwest) at 181 sq. Ft., attached covered front porch at 244 sq. ft., lower level patio at 460 sq. Ft.; trellis at 125 sq. ft., retaining walls at -220 linear feet and I/A septic system and residence dry wells. The construction of three retaining walls, wall 1 (seaward side of the residence) length at 84' with the top of wall elevation 68' and bottom of wall elevation at 60.5' with a property line setback at 18', wall 2 (driveway and front entry side) length at 91' with the top of wall elevations at 61.5' and bottom of wall elevation at 57.5' with a property line setback at 17' and wall 3 (south side of house) length at 97' with the top of wall elevations at 66.5' and bottom of wall elevation at 60.5' with a property line setback at 35'. The establishment of a 15' wide non-turf, no fertilization vegetated buffer on the landward side of the top of bluff limit. One tree is proposed to be removed. Structure Area(sq.ft:).footprint tTopaof Bluff setback(ft) Residence(1st floor) r- 1714 101 Garage(below residence)y ` } F 683 >150 t 2nd floor bay window 41 125 *6sf balcony/tleck 311 1 UO Screened m Porch(southwest) 5 181 106.2 Covered front porch(east) ` 244 >1`50 - i Lower level patio 460 -75 Trellis 125 1=18 3 ' VA septic system 90 to tank 75 to future cesspool 1 A/C Mech Units and Generator 25 159 Resitlential Dry Wells 120 k Retam�ng Walls a 272 Linear feet 50;for nearest point Town Hall Annex Glenn Goldsmith,President � � A.Nicholas Krupski,Vice President 54375.Route 2b P.O.Box 1179 John M. Bredemeyer III Southold,New York 11971 Michael J.Domino +"' ` Telephone(631) 765-1892 GregWilliams Fax(631) 765.6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only C Coastal Erosion Permit Application E W� Wetland Permit Application MAR 1 2 2025 Administrative Permit Amendment/Transfer/Extensio ,_Received Application: 2� southoidT�— m� Received Fee: $ l Board of Trustees Completed Application:. . - Incomplete:, SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date:, Coordination:(date sent):__ �l LWRP Consistency Ass ssmenr.Form Sent. CAC Referral Sent.- Date of Inspection: fo 3 - Receipt of CAC Report:-A) /i' Technical Review;. ____Public Hearing Held Resolution: Owner(s)Legal Name of Property(as shown on Deed): .. Gil Ben-Ami &Tracy Ben-Ami Mailing Address: 1635 Ridgeway Drive Hewlett, NY 11557 -- Phone Number: 516-297-4632 Suffolk County Tax Map Number: 1000 - Property Location:,. 1800 Hyatt,Road, Southold —1400 feet northwest from Soundview Ave. (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Lisa Poyer,Twin Forks Permits Mailing Address: 288 E. Montauk Highway, Hampton Bays, NY 11946 Phone Number: 631-644-5998 Email; lisa@twinforkspermits.com - c�k rd Sen 5 Ja9)aS Gil Ben-Am! &Tracy Ben-Ami 1800 Hyatt Road, Southold SCTM No. 1000-50-1-4 Project Narrative: The subject property contains 40,334 sq.ft. and is located within the R-40 zone. The property previously contained a single family residence which received a C of O in 1961. A subsequent C of O was issued in 2015. The residence was lost in a fire the remains of the partial foundation and septic system. The Town Trustees issued a permit no. 10385 dated May 17, 2023 for the construction of a new residence with attached decking on the property. The proposed project includes the following: Demolition of the existing partial foundation at 1418 sq. ft. located 40 feet from the top of bluff, removal/abandonment of the existing sanitary system located 10 feet from the top of bluff with one single cesspool located seaward of the_CEHA limit, demolition of the wooden deck at 188 sq. ft. located 48 feet from the top of bluff, existing rock wall 11 linear feet to, existing pond at 101 sq. ft. located 68 feet from the top of bluff. Construction of a new residence at 1714 sq. Ft:with walk out basement on one side and garage in the basement at 683 sq. Ft., second floor bay window at 41 sq. ft., attached decking (west) at 311 sq.ft.,screened in porch (southwest) at 181 sq. Ft., attached covered front porch at 244 sq.ft., trellis at 125 sq. ft., retaining walls at-220 linear feet and I/A septic system and residence dry wells. The establishment of a 15' wide non-turf, no fertilization vegetated buffer on the landward side of the top of bluff limit. One tree will be removed as part of this construction process. Structure Area (sq.ft.)footprint T Bluff setback(ft) Residence(1st floor) '1714 101 Garage(below residence) 683 >150 2nd floor bay window,. 41 125 West balcony/deck 311 100 Screened in'Porch(southwest) 181 106.2 Covered front`porch(east),, 24,4 >150 11rellis. 125 118 I/A septic system.' 90 to tank 75 to future cesspool AIC Mech Units and'Generator 25 159 Residential Dry-Wells', 120 Retaining Walls -220 Linear feet 50 for nearest point -oard of Trustees Applicai�,�-�1 GENERAL DATA Land Area(in square feet):,,.. _40,334 sq.ft.. 0.925 A , Area Zoning:; R-40 Previous use of property: Single Family Residence Intended use of property: Single Family Residence Covenants and Restrictions on property? Yes x. No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? X' .Yes No If"Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? _ X Yes No If"Yes", please provide copy of decision. Prior decision no.7148 approval dated September 7, 2018 Prior decision no.7731 approval dated February 22, 2023 New application filed simultaneous) with the Tru tee;pplic�ion Will this project require any demolition as per Town Code or as determined�y the Building llept.. X ..Yes No Does the structure(s) on property have a valid Certificate of Occupancy? X Yes No Prior permits/approvals for site improvements: Agency Date Trustee#10385 5/17/2023 Trustee#9924 6/16/2021 Trustee#9430 4/17/2019 ZBA#7184 9/7/2018 ZBA#7731 9/21!_0Q3 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: _ Project Description(use attachments if necessary); See attached project narrative. oard of Trustees Applicat' WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: The proposed project includes the demolition of the existing residential foundation and the construction of a new residence and I/A septic system on the property See attaQlaed,project narratiyp.for additionnidetaiicy,regarriing 101Z project. Area of wetlands on lot:.:... ... r1e,013 sg.ft. ,.square feet Percent coverage of lot: 14.71- % Closest distance between nearest existing structure and upland edge of wetlands: . .4°' feet 100'to deck Closest distance between nearest proposed structure and upland edge of wetlands: 101'to resif@8pe Does the project involve excavation or filling? No X Yes If yes,how much material will be excavated?,. .-488 cubic yards For the I/A septic system How much material will be filled'? 49 cubic yards Depth of which material will be removed or deposited::. —10 feet —15%slope between residence and:street Proposed slope throughout the area of operations: <5%sloe a eoa_,0e residence and bluff Manner in which material will be removed or deposited:, Proposed excavation associated with the removal of the existing foundation of the prior residence,construction of the new retaining wall in the location of the existing foundation, proposed construction of the retaining wall on the north and south sides of the residence, with final stabilization of the site grading. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): The proposed project will have less of an impact on the property and bluff than the prior approvals granted originally in 2019 and renewed in 2021 and new permit issued in 2023. The proposed residence will exceed the prior approved residence and swimming pool bluff setbacks. The current proposed project does NOT include a swimming pool. The proposed residence wilt include the installation of a new I/A septic system and new on-site well. The project will include the removal of the foundation which is a mere 40'away from the bluff and removal of the existing septic system which is a mere 10'from the top of bluff. 617.20 Appendix B Short Environmental Assessment Form Instructions for ComWeting 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: Agent: Lisa Poyer,Twin Forks Permits Gil Ben-Ami &Tracy Ben-Ami 288 E. Montauk Highway Project Location(describe,and attach a location map): Hampton Bays, NY 11946 -5998 1800 Hyatt Road,Southold SCTM No. 1000-50-1-4 lisa@twinforkspermits.com y lisa@twinforkspermits.com Brief Description of Proposed Action: The proposed project includes the demolition of the existing residential foundation and the construction of a new residence and I/A septic system on the property. See attached project narrative for additional details regarding the project. The proposed activities will occur landward of the bluff crest limit and CEHA line. Name of Applicant or Sponsor: Telephone: 516-297-4632 Gil Ben-Ami&Tracy Ben-Ami E-Mail: qilbenami6l@me.com Address: 1635 Ridgeway Dr. City/PO: State: Zip Code: Hewlett NY 11557 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 X 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: X Town ZBA, NYSDEC letter of No Jurisdiction/Permit, SCDHS, Town building permit 3.a.Total acreage of the site of the proposed action? 0.925 acres b.Total acreage to be physically disturbed? 0.5 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.925 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑ Commercial ►(Residential(suburban) ❑Forest ❑ Agriculture ❑Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, ` NO YES N/A a.A permitted use under the zoning regulations? X b. Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: X 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: X 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: Private on-site well. X 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: Individual septic system located on-site. X 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? X b.Is the proposed action located in an archeological sensitive area? X 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: ? m I 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ® Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ❑ Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? potenital for piping plover, X northern long-eared bat 16.Is the project site located in the 100 yearflood plain? NO YES Proposed activities located within the"X"flood zone. X 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 X b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO ®YES (S, I S„• Gutters and leaders to on-site drywells. r- Page 2 of 4 18.Does the proposed action include construction or other activities that result in the IL..r;aundment of NO YES water or other liquids(e.g. retention pond,waste lagoon,dam)? If Yes,explain purpose and size: X 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: X 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: X I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor game: Agent: Lisa Poyer,Twin Forks Permits, Principal Planner Date: 02/26/2025 P. 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 u' 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 o ortunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate r f y M } )Il4e ty� t yt 5 ' r small to large impact impact may may F j jj 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 Lrd of Trustees Applicatj AUTHORIZATION (Where the applicant is not the owner) Uwe Gil Ben-Ami&Tracy Ben-Ami owners of the property identified as SCTM# 1000- 50-1-4 in the town of Southold ,New York, hereby authorizes Lisa Poyer,Twin Forks Permits to act as my agent and handle-all necessary work involved with the application process for permit(s)from the Southold Town Board of Trustees for this property. Property Owner's Signature Property Owner's Signature G1 E ��Vl- A , fir"r C 6Z_� - A-6,x- SWORN TO BEFORE ME THIS s} DAY OF D y C m b ,20 2 Notary Public AUSON TAM Notary Public-State of NewYork No.02TA60W362 CfualNied in Nassau County Commission Expires 05/07/2026 ard of Trustees Applicat� AFFIDAVIT Gil Ben-Ami&Tracy Ben-Ami BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Property Owner' Signature of Property Owner SWORN TO BEFORE ME THIS 2- DAY OF Notary Public AUSON TAWIL Notary Public-State of New York No.02TA6036362 Qualified in Nassau County Commission Expires 05/07/2026 APPLICANUAGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM _The Town of Southold's Code of Ethics_prohibits conflicts of interest on the Hart of town officers and-employees The purpose of this form is to provide information which can alertthe town of possible conflicts of interest and allow it to take whatever action is necessary to avoid'same. YOURNA M: Gil Ben-Ami&Tracy Ben-Ami (Last name,first name,ipiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other,name the activity.) Do you personally(or through your company,spouse;sibling,parent,or child)have a relationship witli anyofficer or employee of the Town of Southold? "Relationship"includes by blood,iilarriage,.or business interest."Business interesC means a business, including a partnership,in which the town officer oremployeelias even.a partial,ownerWp of(or employment by).a corporation in which the to-%vn•otTicer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold. Title or position of that person Describe the relationship between yourself(the applicant/agent(representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the$hates 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 4X, day o u�N MA 20- Signature Print Name Gi Be -Ami&Tracy Ben-Am! Form TS l t r APPLICANT/AGENT/REPRESEN'TATIVE TRANSACTIONAL DISCLOSURE FORM e"to of SouilAws Code of FthI prohibits conflicts afm03cest on tliegart nftown aff"rcet and mnplovees The°nurpnse off, ` th S fo, rs to.nrovide information whicl'�n ule'rt the'totvn of pii�sihle:con'fltct�of itsrerest and alloc+r�rt to tgle�v�atever actfot�3 :nes xa fa:rivoall samiis,, .� YOURNAME: ,Lisa Poyer, Twin Forks Permits.— (Last name,first name,#piddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building ti ° Variance Trustee ,-• Change of Zone Coastal Erosion Approval of plat ___ Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) -- Doyou personalty(or throughyour company,spouses sibling,.pnt,or child)hnve::a relattonshtp tvtlt ariy officer or employee of the''fown of Southold? "Relationship"mcludQs by blood,•itjaerltlge,or, usiness�iticresG�'Busmcss intetestt•'ttte=ws: l�usmess, including a parrnersh�p,:tp tii�hich the town oceror empiQyee'hus even a partial o1vnefship of(or e`mpioyznent`by)u iorporotign in which the tbi?n officer ar'employee awns mare thtiri ?%of3hrshares. YES , NO if you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold_ Title or position of that person Describe the relationship between yourself(the applicant/aggnt/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5Yo:bf tits 8bi6- s,offihe corporate stock ofthe applicant, „ (when the applicant is a carpofaiton)� B)the leghl 6r'benotiWal owner of any W0is 4mi- A non-coin»mrate,enttty(titihet 1}ill applipant is nota%cgrporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted is day of 2 Signature . . _. PrintNa iS InEarju -S PPrmlfiz - __ Form TS 1 bard of Trustees Applicat,, PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: ADDRESS: STATE OF NEW YORK COUNTY OF SUFFOLK , residing at , being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of , 20 Notary Public NUTICER. Oi� HEAmI1,1ING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: GIL & TRACY BEN-AMI SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish existing partial foundation, removal/abandonment of existing sanitary system, remove existing asphalt driveway, demolish existing 188sq.ft. wooden deck, existing rock wall and existing 101sq.ft. pond; construct a new 1,714sq.ft. two-story dwelling with walk-out basement and a landward 683sq.ft. garage in the basement, 41sq.ft. second floor bay window, 311sq.ft. west side decking; 181sq.ft. screened in porch, 244sq.ft. front covered porch; 460sq.ft. lower level patio; 125sq.ft. trellis; install an I/A septic system; install a stormwater drainage system; construct three (3) retaining walls consisting of one 84' long wall with top of wall elevation at 68' and bottom of wall elevation at 60.5'; one 91' long wall with top of wall elevation at 61.5' and bottom of wall elevation at 57.5'; one 97' long wall with top of wall elevation at 66.5' and bottom of wall elevation at r, 3 60.5'; and to establish and perpetually maintain a 15' wide non-turf, no fertilization vegetated buffer along ' the landward edge of the top crest of the bluff. Located: 1800 Hyatt Road, Southold. SCTM# 1000-50-1-4 TIME & DATE OF PUBLIC HEARING: Wednesday, June 11, 2025 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1., All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions inclucdix 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. Aioposed action will be `evaluated as to pits sig_nificait. beneficial`and adt+e;< c efrccts'upan.tlie coastal srca wl>ieh rrtcludes all of gul ofd Tow n. 31 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; eafela aris�rrer'ni»sfibe end:-in detail ,listin h'supno, gild.noti= saortin�;facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shiih not be.u. de'i ce"n. 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# 50-1-4 PROJECT NAME. Gil Ben-Ami&Tracy Ben-Ami The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 5X I; 1. Category of Town of Southold agency action(check appropriate"response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity, agency regulation,land transaction) (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval,license,certification: X Q; Nature and extent of action: The proposed project includes the demolition of the existing residential foundation and the construction of a new residence and I/A septic system on the property. See attached project narrative for additional details regarding the project. The proposed activities will occur landward of the bluff crest limit and CEHA line. 1800 Hyatt Road, Southold, NY. Location of action:. Site acteage' 0.925 Acres Present land use: Single Family dwelling 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 apj'licayt Gil Ben-Ami &Tracy Ben-Ami (b) Mailing address: 1635 Ridgeway Drive, Hewlett, NY 11557 (c) Telephone number: Area Code( 516-297-4632 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes 1, No',E If yes,which state or federal agcng? Private 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 LNM Section III—Policies; Page 2 for evaluation c-r-iteria. ! xi Vac � i Nn I X I Nnt A nnlieahln The proposed action is consistent with this policy as the owner of the property is looking to redevelop the lot which previously contained a SFR with a new SFR. The property previously has a Trustee permit which allowed for a new residence (to be constructed closer to the bluff than the current proposal)and a swimming pool (which is not part of the current application). The most recent permit issued in 2023 is valid and was approved for a larger residence. The proposal includes the abandonment/removal of the septic system in accordance with SCDHS standards and replacement with a new I/A septic system and the establishment of a 15'wide no-turf no fertilization, vegetated buffer landward of the top of bluff. The project will include the removal of 1 tree. The proposed construction and size of the proposed residence is in character with the neighborhood. The proposed project has been designed to minimize potential impacts to the property, bluff and surrounding properties. Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWR,P Section III—Policies Pages 3 through 6 for evaluation criteria '' Yes' No 0 Not Applicable r N/A as the property is not located wKowl ra historical neighborhood and the o rig in,,�Q 4,idence was destroyed in a fire with only the partial foundation remaining. 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 M,: Yes Q No 0 Not Applicable 'The proposed development of the property with a new residence will not impact the scenic resources in the Town of 'Southold as the subject property and surrounding properties are not open to the public. The proposed residence is buffered with natural vegetation from the adjacent properties and the proposed residence will not be readily visible from ,the beach. As such, the proposed activity is consistent with the policy. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP 'Section III--Policies Pages S through 16 for evaluation criteria Yes�'Q No 0 Not'Applicable The proposed development of the residence on the residentially zoned property will comply with this policy-as the development will be located 100'from the edge of bluff. The existing dwelling foundation located 40'from the edge of bluff will be removed. All proposed improvements including,demolition of the existing foundation will be located landward of the CEHA limit. All proposed construction activities will be located landward of erosion and silt control fencing thereby reducing potential erosion or outwash to the bluff. The existing foundation wall which holds back a small section of land on the north side, will be replaced with a new retaining wall which will tie into the foundation of the proposed residence. 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 l'. Yes'D No ❑Not Applicable The proposed residential development of the property will comply with this policy by the installation of a new I/A septic system. The prior residence septic system is located 10'from the edge of the bluff which will be removed/abandoned in accordance with the SCDHS standards. The removal of the existing cesspool will be the only construction activity which will be located seaward of the CEHA limit. The prior approval no. 9924 included a traditional septic system and the prior approval no. 10385 required an I/A septic system. The proposed project includes an I/A septic system and no swimming pool. 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 Api J).st%able The proposed residential development of the property will comply with this policy by the installation of a new I/A septic system and constructing the proposed residence 100'from the top of bluff and landward of the CEHA limit. The proposed development does not include a swimming pool. The project has been designed to eliminate potential swimming pool chlorine and chemicals from entering into the ground water which was approved with the prior decision. The installation and utilization of the proposed I/Aseptic system will further help reduce the amount of nitrogen entering into the Sound. The project includes the creation of a 15'wide non-turf buffer along the landward edge of bluff. The non-turf buffer will help to further reduce the potential impact of nitrogen into the groundwater and Sound. All residential hardscape runoff will be directed to in-ground dry wells through the use of gutters and leaders. 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 EJ No, X Not Applicable The proposed residential redevelopment will not impact the air quality within the Town of Southold with regards to heavy industry, as such the project is not applicable to this policy. 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. O Yes" No 1 XJ Not Applicable" El The proposed residential redevelopment will not have an impact within the Town of Southold with regards to hazardous materials and wastes, as such the project is not applicable to this policy. 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. Q Ye� No Ll Not Applicable The proposed project is not applicable to this policy as the property is a private lot with no public access to coastal waters. `°the proposed construction activities are located landward of the CEHA and edge of bluff and will have no impact to the -shoreline along Long Island Sound. 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. O Yes : No 1'^-'l Not Applicable The proposed project does not contain a traditional water dependent use and is therefore not applicable with regards to .this policy. The proposed project includes replacement of a single family residence with a new single family residence. 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 LfJ Not Applicable -The proposed project does not contain a water sustainable use and is therefore not applicable with regards to this policy. The proposed project includes replacement of a single family residence with a new single family residence. 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. El:Yes ,0 No FX] Not Applicable The proposed project does not contain agricultural farming practices or is located within an agricultural zone therefore this policy is not applicable. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section M.-Policies; Pages 65 through 68 for evaluation criteria. E,Yes Q. No H Not Applicable The proposed project does not contain energy or mineral resources or commercial uses therefore this policy is not applicable. PREPARED By..Lisa Poyer, Twin Forks Permits,Agent TITLE Principal Planner DATE 02/26/25 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EKISTINC STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE IOT TO BE USED TO ESTABUSH PROPERTY ONES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEA.SHALL NOT BE CONSDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY To THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)@ CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. NOTES FOR 400 Ostrander Avenue, Riverhead, New York IIcf01 ABANDONMENT OF SANITARY STRUCTURES HEALTH DEPARTMENT USE tel. 651.727.2505 fax. 631.'727.0144 N °" ' admin®youngenglneering.0 ABANDONMEN7IN-PLACE om EXISTING SYSTEMS SHALL BE ABANDONED BY REMOVING ALL RESIDUAL SEWAGE 0� om WASTES BY A LICENSED WASTE HAULER,REMOVING THE TOP OF THE 5TRUCTURE(S),BACKFILLING WITH SUITABLE SAND AND GRAVEL MATERIAL,AND PROPERLY COMPACTING. Howard W. Young, Land Surveyor ABANDONMENT BY REMOVAL Thomas G. Wolpert, Professional Engineer 3 Douglas E. Adams, Professional Engineer EXISTING SYSTEMS MAY ALSO BE ABANDONED BY REMOVING ALL RESIDUAL Daniel A. Weaver, Land Surveyor W � E SEWAGE WASTES BY A LICENSED HAULER,REMOVING THE ENTIRE 5TRUCTURE(5), J) BACKFILLING WITH SUITABLE SAND AND GRAVEL MATERIAL,AND PROPERLY COMPACTING. SITE DATA ABANDONMENT OF SEWER PIPING %_ ., - THE ASSOCIATED SEWER PIPING SHALL BE CUT AND CAPPED AS A MEANS OF AREA 40,334 SQ. FT, ABANDONMENT.THE DEPARTMENT SHOULD BE CONTACTED FOR FURTHER S ABANDONMENT REQUIREMENTS,IF FUTURE CONSTRUCTION IS CONTEMPLATED IN THE AREA OF THE ABANDONED SEPTIC SYSTEM. * DATUM =NGVD 1988 CERTIFICATION REQUIRED * DEPTH TO GROUNDWATER IN AREA OF LEACHING POOLS = 58 FT THE ABANDONMENT OF EXISTING SEWAGE DISPOSAL SYSTEMS,EITHER * NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =4 IN-PLACE,OR BY REMOVAL,MUST BE CERTIFIED BY EITHER A LICENSED DESIGN PROFESSIONAL OR LICENSED CONTRACTOR AS INDICATED BY THE DEPARTMENT * MINIMUM REQUIRED I/A OWT5 CAPACITY =440 GAL ON THE PERMIT TO CONSTRUCT.FOR PROJECTS SERVED BY MUNICIPAL SEWER * PROVIDED I/A OWT5 CAPACITY =440 GAL DISTRICTS,THE APPROPRIATE MUNICIPAL AGENCY WITH JURISDICTION SHOULD ALSO BE CONTACTED. PROPOSED LOT COVERAGE * LEACHING SYSTEM REQUIRED =400 SF5WA / LEACHING SYSTEM PROVIDED =400 5F5WA ' BUILDABLE AREA = 21,8315F / ALLOWABLE LOT COVERAGE = 20% EARTHWORK VOLUMES � w �P HOUSE dI GARAGE = 2,437 SF J FRONT PORCH = 244 5F REAR DECK 3115E TOTAL VOLUME OF CUT =488 CY = * TOTAL VOLUME OF FILL =49 CY SCREEN PORCH = 181 SF Joh�°r fore * TOTAL EARTHWORK VOLUME =439 CY(CUT) Q Co �,/ TOTAL = 3,173 SF 4� oti cb /i // / / / r,D s, y , / / / / ; / / he//. ehlq dh� FAO br►� // 0 //o / / / , / i / i / rh9J COVERAGE 0 / /Si % 3,173 5F/21,8315F = 14.5% PROVIDE EROSION ENGINEERS CERTIFICATION CONTROL SILT onTur�4+ , FENCING I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL p ;/i r/ / < // i i i r=/ / / i LINE OF CLEARING. SY5TEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY c � ^'ti /. / rY ,/ I / / / / / / , r / , / / C(o/ l , / / GRADING 6 GROUND DIRECTION.BASED UPON A CAREFUL AND THOROUGH 5 D F TH'ESQIL, O ON b' , / / I I , / / , y, / / , / / / / / / CYj�Q / / / i' 6� ti DISTURBANCE APPROX LOG.7 ' / ' ' /N</�``' / ' /6 N 1a,253 SF) OF SANITARY `O SITE AND GROUNDWATER CONDITIONS,ALL FACILI ',A PR6PbStD'� SYSTEM CONFORM TO THE SUFFOLK COUNTY DEPARTMENT �IEALTH SERVICES. EXISTING WOOD y�? CONSTRUCTION STANDARDS IN EFFECT AS OF DATE. 4 ' DECK,ROCK WALL / / 64, / r / /zoro� / r ,/,/ t d POND TO BE ��< PROPOSED LOCATION DEMOLISHED 2 STORY FRAME HOUSE 1 ( r I .o � ����y� \ � dI GARAGE 4 BEDROOM @@ } o / / / / / , / i, / / / s rr r� .78 / GARAGE EL=60.50r�_ N / r ' // / , / _ r / r ,/ •,�\\ / BASEMENT EL=61.00 u 0 �u �w,Ap�P r•A r O ` \ k`y. .5' y. l (b r, .r'"a.✓ , r t I _.. FIRST FLOOR EL=71.00 v Q Cl / / �. ' / / r �/ r� I r HOWARD W.YOUNG,N.Y.S.L.5.NO.45893n \ / / / r r t / —� _1 r / r / // / ' / / / /1 / / / / / r ) r I r /o , r i / I � , y �� w t o / / / / / , �9,0 / , / / / + r + I 1 ,/</ •�, r+ t / /�J �-•-- ��� t �� u THOMAS C.WOLPERT,N.Y.S.P.E.N0.61483 � r l l \rof R ROPos / ( �� ooNc Q>oo, 0 1 DOUGLAS E.ADAMS,N.Y.5.P.E.NO.80897 ......_...___.._.._. �/ o, w 4(8 ' W r/ //,\ Wq� PROPOSED 3 ,�� °CFj is ' SERVICE o , ' / °� '/ f',' . t ; r ,- 68�� �, , (� SURVEYORS CERTIFICATION-==-- ., so, �~ 1VEYW7 3� G*WE HEREBY CERTIFY TO 1 L B E N-A M I THAT> HISt 5UR A5 Mo EX.SANITARY SYSTEM TO BE ` + INI l x- a ���� PREPARED IN ACCORDANCE WITH THE CODE OF PRArCTICE FOR LAND 6URVEY 0 4Q �. �� `��� '�ovE l 6 q s r ADOPTED BY THE NEW YORK STATE ASSOCIATIO4 OF PROFESSI,'NAL(LAN1) o� ABANDONED IN ACCORDANCE /YFO d'f3._ 3( p4 0 0 ArRB (88L1;� SURVEYORS. " A c° WITH THE SCDHS STANDARDS < ",`R W m FOUNDATION TO �- S BE DEMOLISHED AloCK-ILL e� - raE/crs �� _ / ' r ' Cl. I /. �� ASPHALT 159' , � \ \ , "I\ -- �4 / 74.8' DRIVEWAY TO REMOVED \ ` o e . .o 0 HOWARD W.YOUNG,N L.S.NO. 893 o 3 � y 'DRovbs \ Gek'or f "� �'qC c ow / WAy „ a 0 6 DANiEL A.WEAVER,N.Y.S.L.S.No.5077i °r9e�rmer/ � P 'rs �\\\ �\ .,. oy, / `�•,•�� 0 � OQ `� a hg� ooa �p��JPROP SURVEY FOR \\ ry P`� '� 1q,Ro�s�o CFo 6,�, , Rso•FFN� I� ` H W 0 �2 /F)NtNG�Y "rNR rw GIL BEN-AMI /n9J � I F4 r E APPROX.LOG. at Southold, Town of Southold ' 4 \ OF SANITARY TEST HOLE NOTES SYSTEM I Roo Suffolk County, New York to BY McDONAL GEOSCIENCE N DATE:03/09/18 1. THE OWT5 SHALL BE MODEL AN400 MANUFACTURED BY \HYDRO-ACTION. 6VILDING PERMIT SURVEY N EL=59.8 0.0' \ ` ' DARK BROWN LOAM 2, THE DE516N ENGINEER, HYDRO-ACTION REPRESENTATIVE, .\ (o) AND 5GDH5 REPRE5ENTATIVE5 SHALL OB5ER\/E THE \ \ W 2 County Tax Map District 1000 Section 50 Block 01 Lot 4 o p.g INSTALLATION OF THE OWT5 AND LEACHING SYSTEM. / \ o APPRO\/AL FROM ALL THREE PRIOR TO BACKFILL. / 0 FIELD SURVEY COMPLETED MAY 10,2022 a BROWN CLAY ` °� Q �N Q MAP PREPARED MAY 11,2022 (CH) 5. THE 5Y5TEM 5TART UP WILL BE COMPLETED UNDER THE e.o' DIRECT SUPER�/ISION OF A HYDRO-ACTION REPRESENTATIVE. / /n9J \. 2 ~ q� Record of Revisions BROWN CLAYEY REVISION DATE SAND WITH 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT for GLAYERSN BETWEEN THE MAINTENANCE PRO\/IDER AND PROPERTY OWNER / Geor mer/ O / ADDED BUILDING PERMIT DATA JUNE 27 2022 9e y j 0 AMEND BUILDING PERMIT DATA MAY 04,2023 (S� MU5T BE SUBMITTED TO THE 5UFFOLK COUNTY DEPARTMENT OF 19/ EL=2.8 57.0' , eir APPQ O � SPOT ELEVATIONS do PIER LINE MAY 02,2024 WATER IN OWTSTRE6 5TRAT ON BY THE 5O H5 OF THE W TH/A ' qs 'Nir o0of ADDED BUILDING PERMIT DATA OCT.31,2024 S BROWN CLAYEY sy MULTIPLE DEC.11,2024 SAND WITH ARTICLE Iq OF THE SUFFOLK COUNTY SANITARY GORE. 0 y, 2025 F4 I ,$ _.I..'-t J �,. MULTIPLE MAY 30,2025 GRAVEL t '' ' 70.0 5. ARCHITECT TO \/ERIFY FINISHED FLOOR ELE�/ATION(S). ! !.> WATER IN 4 i a BROWN FINE yt i 1•i1pS I I' o TO COARSE . l.R �Y 2 8 - m SAND 2Q25 40 0 20 40 80 120 °• 4O SCQIe; 11�HIGHEST EXPECTED � = - : '_ Y GWEL=2.8 _?Y(1S?6CS JOB NO.2022-0084 b _ DWG. 2016_0003_2022_0084_bpr5 10 3 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATIONINDICATED 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 ASSIONEESOF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York I1101 tel. 631.727.2303 fax. 631.'72"1.0144 admin®youngengineering.com SWEET AIR VENT GAP MF6 BY TUF-TITE (3' MIN FROM ANY DOOR OR WINDOW) 9' 8' - 20' owt� 4 PVC 2 STORY 411 PVG a RISERS 8 COVER5 I.00Y MIN. PRECAST Howard W. Young, Land Surveyor FRAME HOUSE 2.00% MIN. WITH SAFETY LIDS TOP SLAB Thomas G. Wolpert, Professional Engineer 6 BEDROOM H Douglas E. Adams, Professional Engineer MF6 BY TUF-TITS OR OR DOME FFEL=6I.0 APPROVED EQUAL Daniel A. Weaver, Land Surveyor RIM=60.0 EL=60.0 1 GONG. COVER HEALTH DEPARTMENT USE IE=56.68 '" 1 LIQUID LEVEL IE=56.50 IE=56.40 IE=56.00 — PROVIDE GLEAN OUT AT 13'MIN.COLLAR(SEE NOTE 7) .o I EL=55.0 FACE OF BUILDING I :EZ I� X IN N 12 In I— N 5AN I TAR'( NOTES I.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH SUFFOLK J 1 3'MIN,COLLAR COUNTY HEALTH DEPARTMENT SERVICE REQUIREMENT5. 440 6AL. CAPACITY I/A OWT5 (SEE NOTE 7) 2.ALL COVERS TO BE HEAVY DUTY CAST IRON FRAME AND MDL. AN400 MF6. BY HYDRO-ACTION 01 COVER CAMPBELL FOUNDRY PAT.k 100-TO OR APPROVED EQUAL. SEE DETAIL FOR OWT5 5.ALL STRUCTURE5 TO BE PRECAST CONCRETE 4000 P51. COMPONENTS 1 4,ALL PRECAST CONCRETE SLA55 8 PRECAST CONCRETE 1 BOT=40.00 COVERS SHALL BE HEAVY DUTY TRAFFIC BEARING PRODUCTS. 5.BOTTOM OF LEAGHIN6 POOLS SHALL BE PLACED A MINIMUM I B' OF 5 FEET ABOVE HIGHEST EXPECTED GROUNDWATER. 3'MIN 1 SANITARY LEAGHIN6 POOL SEE NOTE 5 6.THE MAXIMUM D15TANCE FROM FIN15HED 6RADE TO TOP OF 1 6'STRATA OF SLAB SHALL BE 2.5 FEET. 40O SFSWA I SAND d GRAVEL HIGHEST EXPECTED 7.LEAGHIN6 POOL5 SHALL HAVE A MINIMUM 5 FOOT COLLAR GROUND WATER I (SP OR SW SOILS) OF CLEAN SAND. 1 SEE NOTE 8 - 8.EXCAVATION FOR LEAGHIN6 POOLS MUST PENETRATE A MINI BEMUM OF b FEET INTO A VIRGINn A STRATA OF 5AND f GRAVEL BELOW THE BOTTOM OF THE PROPOSED LEAGHIN6 POOLS. — — J I 113Y i ( 1% ul tl V' -- HYDRAULIC, PROFILE L— — — — — — — — — — — — SCALE: NTS I I,� �!AY 2 g 2025 k y ' _ 1 N � METER �! 91-10° INGOMIN6 SERVICE 0 ENGINEER'S CERTIFICATION N "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL co DEDICATED SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR�DER.MY of 20 AMP DIRECTION.BASED UPON A CAREFUL AND THOROUGH T�J�Y OIL, CIRCUIT BREAKER SITE AND GROUNDWATER CONDITIONS,ALL FACILP,?AS"PROP65ED� BREAKER CONFORM TO THE SUFFOLK COUNTY DEPARTMENTpr,141Ei LTH°SERVICES rj PANEL CONSTRUCTION STANDARDS IN EFFECT AS OF THIS D'ATE.11 `"' r' `�'"'•,Y.y 01 120V, 10 ER'', REMOTE PLC, HYDRO-ACTION HOWARD W.YOUNG,N.Y.S.L.S.N0.45893n — CONTROL OWTS THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 0 GROUND PANEL DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 ELEOTRIOAL ONE—LINE DIAC7RAM SURVEY FOR SCALE: NTS GIL BEN-AMI at Southold, Town of Southold B REMOTE PLO CONTROL INSULATED WEATHER Suffolk County, New York I PANEL WITH HPS RF-515TANT ENCLOSURE COMPRESSOR BUILDING PERMIT SURVEY N A - o 1t M -.0 LO LO County Tax Mop District 1000 Section 50 Block OZ Lot o D ONGRETE PAD FIELD SURVEY COMPLETED MAY 10,2022 MAP PREPARED MAY 11,2022 ADMI o_ ® Record of Revisions REVISION DATE 111 f ADDED BUILDING PERMIT DATA JUNE 04,2022 3'-4 2 FJ'-OI7 FIN. GRADE Q a �" a AMEND BUILDING PERMIT DATA MAY 04,2023 a SPOT ELEVATIONS&PIER LINE MAY 02,2024 m A TANK, PRE/PUMP 400 4 4 ® © Q ADDED BUILDING PERMIT DATA OCT.31.2024 a 8 KIT, SNG 2 TANK CONNECTING STANDARD MULTIPLE DEC.11.2024 ® MULTIPLE JAN, 30,2025 ASSEMBLY, RE—CIRCULATION 245 COMPLETE C ® ® D AN400 W, PLATFORM COMPLETE WALLS MAY 28,2025 ® ® © AIR LINE TO� ELECTRIC SUPPLY LINE W + 0 TREATMENT UNIT TO TREATMENT UNIT ction 'I'grcen from the ground up � Scale: as shown AN400 245 N I TROCGr=N RrEDUOT I ON SYSTEM CONTROL PANEL It BLOWER SCALE: NTS 50ALE: NT5 JOB 2022-0084 DWG.. 2016_0003_2022_0084_bpr5 2 OF 3 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72D9 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOl TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CEFTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS GUARD RAIL AS PER NEW YORK 400 Ostrander Avenue, Riverhead, New York 11401 STATE BUILDING CODE to I. 631.727.2303 fax. 651.727.0144 (STYLE AS SELECTED BY OWNER) N odmin®youngengineering.com 12 dl Howard W. Young, Land Surveyor m _ CONCRETE RETAINING WALL FIN.L. P L. Thomas 0. Wolpert, Professional Engineer c w o D " Douglas E. Adams, Professional Engineer 5- _�2'-2" 3'-3" #4 018' #4 018" 4—#4 #4 018" #4 012" �• •� Daniel A. Weaver, Land Surveyor e . J 6' 2'-5" 3'-9" #4 ® 18" #4 ® 18" 4—#4 #4 ® 18" #4 ® 12" 7' 2'-6" 4'-2" #4 ® 14" #4 ® 14" 4—#4 #4 O 14" #4 012" MIN. };:� A ` WEEP HOLE •' 10'-0"O.C. 8' 2'-8" 4'-8" #4 0 14" #4 ® 14" 4—#4 #4 ® 14" #5 ® 12- "0"-MAX.8=18" 9' 3'-2" 5-2" #4 ® 11" #4 ® 11"1 5—#4 #4 ® 11" #5 ® 12" "" . ,_ N - , FIN.6R. 10' 3'-7" 5'-9" #5 ® 12" #4 ® 12" 5-#4 #5 ® 12" #5 ® 12" L FILTER FABRIC BANK RUN ` r firr NOTE: FINISHED SURFACE OF RETAINING WALLS D N MAY BE CONCRETE FORMLINER PATTERN OR MASONRY VENEER, P a c}r, LB PROVIDE EROSION L& T CONTROL SILT : ' S FENCING LINE OF CLEARING. TYFICAL REINFORCED CONCRETE RETAINING YVALL --_ _- T...M GRADING & GROUND NTS DISTURBANCE N � (14,253 SF) I It o z P 2025 ,v ti i �� i� ��° EXISTING WOOD / / ,c,� / w / / / — / / DECK, ROCK WALL HSE ti 0 0� �, / / / �� / e- PROPOSED LOCATION /� / / / / / / / / & POND TO BE ,/ / A�// // / / / �, o ���, 10�- DEMOLISHED T;) / 2 STORY FRAME HOUSE ,' / •01 ������ 74 e�b o° /�� & GARAGE (4 BEDROOM) GARAGE EL = 60.50 H SE ENGINEER'S CERTIFICATION 59. { / % - - Qti BASEMENT EL=61.00 J / FIRST FLOOR EL=71.00 01 __ n 1 JIIt * � Q� RFFN ��G�' `�4 ':�• -- LA`, ��I.�`+ 01 j�l RF s / I I , I, + / T o, yL Tql� Fo I 8.8 �'�<< . T / I '6 T 6 + �,,� , 1 I 1 0 / / I I I f 61 .3 / - �`�} i / ( HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n M / I �~ -- FFL ` AJ \ `�_ i 6 1 '`V THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 / f ' \ + .._. 68 / + + / T v DOUGLAS E.ADAMS,N.Y.S.P.E.NO. t / - i I 6 1 / 6 6.2+/ �6 .4 ,... o 58.1 r 6 6.7 ,� 6 o cv 0 1 6� \ +J o / rR 3 0�j \ S` \ 3Q1 A. OA,S�1"' / 30"DIA. SURVEY FOR \ I\ \ \\ +6 5 7- \ /j �o/ A(/'q S� TREE _ I _ ��'��Fj � J- m GIL BEN-AMI 118' �` � °i 60. S \ .�+ 57.1 E `'•-. L�, , 6 \ \ J + at Southold Town of Southold FOUNDATION TOoR�y Ig r: Suffolk County, New York BE DEMOLISHED s� �` + RF<<r _ , 6�- / T,657.5 R5 s0.3 2� e: j f8 OcK Q� _ �••. + \ `6 �/ x ,6 /o TREES TO BUILDING PERMIT SURVEY 8 ASPHALT 159 �A<< \ \�`�� l 7 3 2 56.1 ?` REMAIN DRIVEWAY TO BE DECK H SE \ 66;3_ / 4.8 30,1 + D County TNy(Map District 1000 Section 50 ei0ok 01 got 4 �, / TREE FIELD SURVEY COMPLETED MAY 10,2022 eL REMOVED O rl MAP PREPARED APR.19,2023 mob• \ qC . `�``� / � 57. - I�' Record of Revisions ,60 6 j I O REVISION DATE 1 S 5\ ` AMEND BUILDING PERMIT DATA- MAY 04,2023 �. \ O SPOT ELEVATIONS&PIER LINE MAY 02 2024 Q� e,166 5 \r`�8 7 �. ` h '/ ADDED BUILDING PERMIT DATA OCT 31 2024 �D MULTIPLE DEC,11 2024 OQ J� �6 8-60 ,S 1 MULTIPLE ___ TAN.30.2025 AO�o pROP F �� \ Q WALLS MAY 28 2025 ��, R0p0 l�S�F?SF�R CTRlC \ , / I F� Fl FT�CR I I 20 0 10 20 40 60 CFj NG� NG I� � � Scale: 1" = 20' / JOB NO.2022-0084 DWG.2016_0003_2022_0084_bpr5 3 OF 3 I �r L J � F Al r� 1LUj.11-all IL 0 �r a _ e Ir 'H0 _'"' 1197 1- 800 HYATrm'" ROA sou 9 9 9 1 Proj ect Directory : Index of Drawings : Vicinity Map : 0 N. T. S. BRIAN SHORE , ARCHITECT - Sheet No. 1800 Hl'4TT ' ROAD - A r c h i t e c t 1 of 11 Cover Sheet ' 90 Forest Avenue 2 of 11 ZoningData ,Yt�. � r � � � ���' Je � York, 11 60 }-#� t 1� ��i tit � � i' �:� Locust Valley, NewYo 5 3 of 11 Average Grade / Grade Plane / Story Above Grade Plane Calculations 516.671.7230 Tel. 4 of 11 Lower Level Plan Z�1'111 -r bshore o tonline.net ;;"° p '��' "� ;.,, IT IS A VIOLATION OF LAW S of 11 First Floor Plan r FOR ANY PERSON, UNLESS ACTING UNDER THE 6 of 11 Second Floor Plan DIRECTION OF THE TOWN OF SOUTHOLD t� ,� ARCHITECT, TO ALTER THIS Town Hall 7 of 11 Roof Plan Horton Neck °��� DOCUMENT. ', caren Karp 53095 Main Road Box 1179 S of 11 East Elevation tFPa rtlr� THESE PLANS ARE AN INSTRUMENT OF SERVICE Southold, New York, 11971 AND ARE THE PROPERTY OF 9 of 11 South Elevation THE ARCHITECT, Building Department 10 of 11 West Elevation INFRINGEMENTS WILL BE .wi PROSECUTED. 631. 765. 1802 Tel. 11 of 11 North Elevation :` " CONTRACTORS SHALL VERIFY southoldtown.northfork.net x ALL CONDITIONS AND ' - MEASUREMENTS IN THE FIELD f AND BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK NO ALLOWANCES YOUNG & YOUNG SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR Land Surveyors ANY ERROR OR NEGLECT ON 400 Ostrander Avenue HIS PART. Riverhead, New Yor , 11901 SCALE Buye~ Conne"tcorl N.T.S. M r f: Realty Corp _;, F 1, 1�-1 DRAWN BY JET Thomas Wolpert 31. 727. 2305 Tel. 4 aw DATE 2� OCT 2� 6 oungengineering.com 1 GY h, ? t':�'S REV. m3 JAN 25 admin ° _,..-_.-._j REV. 2S JAN 25 9 t,t Sooitso�ld;awn Balk;of Tr;�tcf_ REV. REV. JOB NUMBER JIM Q�® n , 41 ti 0 F ©2025 Brian Shore,Architect Zoning Information Summary: PROJECT DESCRIPTION : New Two Story Single Family Dwelling With Basement Not Considered a 'STORY ABOVE GRADE' 0 PROJECT ADDRESS : 1800 Hyatt Road Southold, NY 11971 PARCEL TAX ID # : District : 1000 Section ; 50 Block : 01 Lot : 4 F (P RESIDENTIAL ZONE : R - 40 o STANDARD ALLOWED PRIOR APPROVAL 1' PROPOSED 2- COMPLIANCE ? Q 1 LOT SIZE Gross 40, 000 sf 40, 344 sf 40, 344 sf COMPLIES Buildable Land 24, 320 sf 3• 21, 838 sf 4. 3: 0 73 2 LOT WIDTH 150' +- 101' +- 101' EXISTING NON-CONFORMING 3 LOT DEPTH 175' +- 404' +- 404' COMPLIES Q 4 FRONT YARD SETBACK ( EAST ) 50, 52. 3' 74. 6' COMPLIES 5 SIDE YARD SETBACK ( NORTH ) 15' 15. 0' 19. 3' COMPLIES t— 6 SIDE YARD SETBACK ( SOUTH ) 15' 22. 2' 16. 0' COMPLIES 7 AGGREGATE SIDE YARD 35' 37. 2' 35. 3' COMPLIES : 8 REAR YARD SETBACK ( WEST) 50, 88. 6- 5• 76. 6'6- COMPLIES 9 MAXIMUM HEIGHT 35' 27. 2' 7• 34. 8'8. COMPLIES Principal Building - Pitched Roof 10 MAXIMUM NUMBER OF STORIES 2-1/2 Stories 2 Stories 2 Stories COMPLIES ,r Principal Building L 1 11 MAXIMUM LOT COVERAGE _____________ ( 20. 0% ) ( 14. 7 % ) ( 20. 0% ) ( 14. 5% COMPLIES 4, 864 sf 3, 580 sf 4, 368 sf 3, 174 sf ALLOWED ALLOWED First Floor Habitable 1, 889 sf 1, 714 sf Garage 616 sf 683 sf , • Roof Over East Entry Porch 355 sf 244 sf Screened in Porch 0 sf 181 sf West Balcony / Deck 646 sf 311 sf Second Floor Bay Window 0 sf 41 sf ' South Balcony / Deck 58 sf 0 sf Outdoor Shower 16 sf 0 sf t Total 3, 580 sf 3, 174 sf IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS 12 MAXIMUM GROSS FLOOR AREA ----------- 4, 010 sf 3, 534 SF 3, 752 sf VARIANCE REQUIRED ACTING UNDER THE ALLOWED 218 SF OVER ALLOWED DIRECTION OF THE 6. 2 % INCREASE REQUESTED ARCHITECT, TO ALTER THIS DOCUMENT. First Floor 1, 889 sf 1, 714 sf Second Floor 1, 493 sf 1, 813 sf THESE PLANS ARE AN INSTRUMENT OF SERVICE Attached Garage 616 sf O sf AND ARE THE PROPERTY OF Greater than 15' Ceiling Ht. 12 sf 44 sf THE ARCHITECT, INFRINGEMENTS WILL BE Screened in Porch 0 sf 181 sf PROSECUTED. CONTRACTORS SHALL VERIFY Total 4, 010 sf 3, 752 sf ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK NO ALLOWANCES SHALL BE MADE 1N BEHALF 10 OF THE CONTRACTOR FOR 13 SKYPLANE ANY ERROR OR NEGLECT ON HIS PART. Front 45 Degree Angle starting 10' above COMPLIES SCALE N.T.S. Side natural existing grade at property line COMPLIES DRAWN BY JET Rear COMPLIES DATE 24 OCT 24 NOTES REV. 03 JAN 25 REV. 29 JAN 25 1. INFORMATION / DATA PROVIDED AS PER PREVIOUS ZONING ORDINANCE REV. 2. INFORMATION / DATA PROVIDED AS PER NEW ZONING ORDINANCE, ADOPTED AUTUMN 2022 REV. 3. BUILDABLE LAND ' LOT AREA ' DOES NOT INCLUDE LAND SEAWARD OF TOP OF BLUFF IN PREVIOUS ZONING ORDINANCE 1 F �` JOB NUMBER 4. BUILDABLE LAND ' LOT AREA ' DOES NOT INCLUDE LAND SEAWARD OF COASTAL EROSION HAZARD AREA LINE IN NEW ZONING ORDINANCEjj 5. REAR YARD MEASURED TO TOP OF BLUFF IN PREVIOUS ZONING ORDINANCE `{ 4p� 6. REAR YARD MEASURED TO COASTAL EROSION AREA HAZARD LINE IN NEW ZONING ORDINANCE 7. MEASURED FROM AVERAGE FINISHED GRADE AT PERIMETER OF BUILDING 8. MEASURED FROM AVERAGE EXISTING NATURAL GRADE AT PERIMETER OF BUILDING _ (1p 0 F 4 9. GROSS FLOOR AREA UNRESTRICED UNDER PREVIOUS ZONING ORDINANCE. AREA SHOWN IS FOR COMPARATIVE PURPOSES 10. SKYPLANE WAS NOT A RESTRICTION UNDER PREVIOUS ZONING ORDINANCE. 02025 Brian Share,Architect E.L. PG EL. PG EL. PG X10. 5, X10. 51 X10. 5, EL, P EL. P EL. P EL. p 10. 5 10. 5 10. 5 (0(0. 1 EL. X EL. X EL. E EL. E RETAINING WALL (0 (o,5. 3 52. V mmm(06. 1 EL. PG • _j GRILLE L�j 0 (01-011 MECHANICAL Ip Ip ELEVATOR (P L j MUSIC w ® � O L L EL. i (ol. O' NAVI) IW8 Ip I _j I-011 Lu RETAINING WALL z ! ® f1 EL. P 10 (0(0. 1 3: EL(05.5 EL 63.0 1— In EL. E EL. PG F_ 1 864. 5 X66. 1 ® EL.68.0 _j In EL. PG . . . EL. P6 (00. 5 (05. 0 Ip EL. E UP"6' .7 RETAINING WALL EL. E I k 11/211 R, In S. I (0 ( 62. 6 (0a. I IL L- .j 3: i �, i ! Z:;) F-TMf;;ZT*-1 IN, lNC4 EXISTINC4 fi =_- NATURAL. C;Ro4r.,>F. F- Lf=- VATION it XTERMINE EXISTING AVERAGE NATURAL GRADE ELEVATION GUEST MUD j ELEVATION POINTS USED TO L < 68. 8 + 68. 3 + bb. I + bb. 1 + 64. 5 + 62. 6 + oO. 3 4 59. 6 + 60. 3 +60. 4 +60.5 + (ol. 3 +68. 1 + Uo. 2 = 893 114 = 63. 19 !j EXISTING AVERAGE NATURAL GRADE ELEVATION 15 : 63. 191 IV THIS ELEVATION WILL BE USED IN DeTEF411NIMG BUILDING HEIGHT AND SKYpLANE L # EL. E i 60. 3 EL. PG C4RAIDIE f=LANI=' fELF-N*##"ATlC)N EL. t 60. SNAVD IW8 ID� 60. 3 ET DEFINITIONS TAKEN DIRECTLY FROM 2020 RCAY.S. EL. E LID K_::� :7 1 14 GRAPE PLAN (01. 3 -7----1 REI EL. PG I 'A REFERENCE PLANE REPRESENTING THE AVERAGE OF THE FINISHED GROUND LEVEL ADJOINING THE BUILDING AT 60 ALL EXTERIOR WALLS. U4WHENTTHEFINI%E[) GROUND LEVEL SLOPES AWAY FROM THE EXTERIOR WALLS,TTHE. !� I i REFERENCE PLANE SHALL BE ESTABLISHED BY THE LOWEST POINTS WITHIN THE AREA BETWEEN THE BUILDING AND TIE LOT LINE OR,WHERE THE LOT LINE 15 MORE THAN (o FEET FROM THE BUILDING BETWEEN THE STRUCTURE AND A POINT (o MET FROM THE BUILDING.' !I liL ELEVATION POINTS USED TO DETERMINE GRADE PLANE IT IS A VIOLATION OF LAW !I I �! 10. 5 4 10. 5 4 10. 5 + (565. 1 + bb. 1 4 68. 0 + 60. 3 4 66. 3 4 (56. 3 + (56. 3 4 60. 5 (00. 5 + (00. 5 + (00. 5 a IBI2. 914 (05. 21 FOR ANY PERSON, UNLESS T. 6_151 E3-" ACTING UNDER THE DIRECTION OF THE .. GRAPE PLANE ELEVATION IS : 65, 21' ARCHITECT, TO ALTER THIS .RETAINING WALL. DOCUMENT. T.W. (o(o. 5 EL. E EL E EL. E THESE PLANS ARE AN 51 (00. 0' INSTRUMENT OF SERVICE IL (o 0. 4 60. 3 Z�) ETEFR" ININC; IF LC�WIHFR Lf=- \/l=- L 16 A AND ARE THE PROPERTY OF cl� EL. PG EL. PG EL. PG THE ARCHITECT, ElLn INFRINGEMENTS WILL BE 66. 3 66. 3 PROSECUTED. (0(0. 3 CON RAC ORS SHALL VERI ALL EL E -------- DEFINITION5 TAKEN PIPRECTLY FROM 2020 RCAY.5. ALL CONDITIONS AND T.W. (o(o. V / E31 60. MEASUREMENTS IN THE FIELD (00, 5 AND BE RESPONSIBLE FOR EWILPM FIELD FIT AND QUANTITY OF EL. PG 'ANY ONE- OR rX -FAMILY DWELLING OR PORTION THEnOF,INCLUDIM-s TOU44OUSES,USED OR MDED To WORK NO ALLOWANCES 60. 5 BE USED FOR HUMAN HABITATION,FOR LIVING,SLEEPING,COOKING OR EATING PURPOSES,OR ANY SHALL BE MADE IN BEHALF COMBINATION THEREOF,OR MY ACCESSORY STRUCTURE.' OF THE CONTRACTOR FOR L E CR;E N ANY 6101RY ABOVE GRADE FL H IS ER PART.RO R OR NEGLECT ON 'ANY S� � DAEOONlMY�5OF RY W3 ITS ISWDE , 11EL. E EXISTIMs NATUFZ4L CARADE OR N 4ICH FINISHSLIWA OF T FLOORABOVE 1THE FOLLOWING SCALE 1/411= 00. 0 1. MORE THAN (b FEET ABOVE GRADE PLANE DRAWN BY Jr=T EL. P PROPOSED PHIS14 GRADE ELEVATION OF FLOOR NEXT ABOVE LOWER LEVEL 15 11.Ol DATE 24 OCT 24 00. 0 ESTABLISHED GRADE FL4NE 15 ELEVATION 65.21' L C)WE f;;;Z L M \voeE L f=L AN FLOOR NEXT ABOVE LOUJER LEVEL 15 5.19 FEET ABOVE GRADE PLANE WRIN 15 LESS THAN 6PET REV. 03 J,4N 25 EL. PG PROPOSED FINISH GRADE USED 2. MORE THAN&FEET A130A THE FNISHED GROUND LEVEL FOR MORE THAN 50 PERCENT OF THE TOTAL BUILDING PERNETER. r REV. 29 J,4N 25 00. 0 TO CALCULATE GRADE PLANE TOTAL BUILDING PERIMETER LENGTH 16 210 FEET ; FREV. BUILDING PERIMETER WALL LENGTHS THAT AM LESS THAN 6 FEET ABOVE FINISHED GROUND LEVEL- ------ OUTLINE OF BUILDING PERIMETER 52.8 4 30.0 4 8.0 4 40,8 4 5.5 = 146.1 FEET REV. 151.111-DIM3 PERIMETER WALL LENGTH THAT 16 MORE THAN 6 FEET ABOVE FINISHED GROUND LEVEL - 123.13 FEET JOB NUMBER LENGTH OF BUILDING PERIMETER WERE 46% OF TOTAL BUILDINGFERMTER 16 MORE THAN 6 FEET ABOVE FINISHED GROUND LEVEL U34IC44 15 LESS THAN 50% SOUl","!t 70-wn LL",11 ltllfle� FLOOR NEXT ABOVE LOWER LEVEL 15 3.-MORE THAN 12 FEET ABOVE T14E FINISHED GROLND LEVEL AT MY POINT 11 11_lmll f,(I_� n LESS THAN rp FEET ABOVE FINISHED GRADE m AT NO POW ALONG BUILDING PERIMETER 16 THE FLOOR NEXT ABOVE THE LOWER LEVEL MORE THAN 12 FEET ABOVE THE FINISHED GROUND. PROPOSED KTANING WALL LOWER LEVEL 15 NOT A STORY ABOVE GRADE PLAN 0 F (D 2025 Brian Shore,Architect 4. a .. r ................................................ ....... ....... y. 7777777 141 i ti. J RETAINING WALL GRILLE W. ,ICE , 1"ECNANICAL 1 •. a I I � MEVATOR :s L 1 O �- z MUSIC RM. i-_jI I O . t bl.0'NAVp 1988 ',•,• �"' I � FT I I I I I I I I I f w R '': I •, C ST MU 1 z-& =;ti:: ;�ARHIu EST --BATH 0LIH I • G 1 AN t 60.$'NAVp 1988 _ _ ©_ _ IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE I + DIRECTION OF THE I I II II II it I II II II :.. ARCHITECT, TO ALTER THIS I I II II II II II DOCUMENT. I 1 ( I I I I I 1 I :: ,•, �� THESE PLANS ARE AN i t 11 I I I ( INSTRUMENT OF SERVICE I I II � II II II II II II II II II II I II • I ; a AND ARE THE PROPERTY OF 11 I I I I I I I 1 11 THE ARCHITECT, 4: INFRINGEMENTS WILL BE • � •.: �A .�. •i• L ;v• :•��• ••-a •a • {• .. PROSECUTED. - P�t. :. E . -..• T FF i F y F • 4. '•,�; I I I I I I I I I !! I I I 1 7 ".-� •• CONTRACTORS SHALL VERIFY GOLUMNS / OPEN TRELLIS ON RETAINING WALL + ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK NO ALLOWANCES ' - f -'"- ...�:: i• .•• ,.••a : '• - i s. r4 : ••a • e j,,• ! ..y. ra �� .•fY . "''i'" •} •••• 'aJ -.t•. 4. ,� ..�a ;�.,•• — _ SHALL BE MADE IN BEHALF '� �.s.. `-�' 'i. •r .•'• 'i- i;RETAINING WALL•'' w• •. -Y' •�' ,; ,y '� _ ' ' •,.• '••':w' •;RETAINING WALL ; •: OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. SCALE 1/4"=1'-m" DRAWN BY JF-T DATE 24 OCT 24 REV. 03 JAN 25 REV. 29 J,4N 25 REV. REV. JOB NUMBER LOw =R L =\/EL fLAu I ,� II�,ti L AfIN 0 F F !� 0 2025 Brian Shore,Architect i52'-10u Q! ------- - ------- ----- GASF1 Rom: ! t- (P I , MXVATOR O ! I � � ILIVING ! ; z o / I p -73 ! I � ! EL.111.0'NAVD IeW I FOYER Ipogrico }- ' I EL)110,5'NAYD Igss 3: pN f16) I L110 06) L sly,"RI % F GAS t —— — — — — — —— � ! I I I II µN" e•.�' r FW t, / BREAKFAST KITCHEN DINING I I 40 I I --- --- - -------- ------ ---- - --� I v IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT, TO ALTER THIS DOCUMENT. I THESE PLANS ARE AN wL — I I INSTRUMENT OF SERVICE POR I I AND ARE THE PROPERTY OF THE ARCHITECT, L - --- - - - - -- - - - - - - - - - - - - - - -- - - -- - - - --J INFRINGEMENTS WILL BE PROSECUTED. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. SCALE 1/4"=1'-m" DRAWN BY JET DATE 24 OCT 24 REV. 03 J,4N 25 REV. 29 J,4N 25 REV. REV. -- JOB NUMBER i66'-10" �-` F{.--.': For /•' t _1 -10 Jim dp in Scv ttt;c`!Tc,^n0 F/ / ®2025 Brian Shore,Architect J r 77-1 LR.. O BEDROOM 01 - 2,41 G'MWs LEELEVATM II E:l I I F-1 o II O E 181.O'NAVO IW LIBRARY Lj I i I I iX� I � I — �� I I � � EO: eF I � � I ix I � {f BEDROOM +' 2 _ DEDROOM +' 3 ��CH� EST t *7 ' A f 45 T14 2 TFF El _ _ - IT IS A VIOLATION OF LAW f� aLl FOR ANY PERSON, UNLESS tTI ACTING UNDER THE DIRECTION OF THE ARCHITECT, TO ALTER THIS DOCUMENT. THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT, INFRINGEMENTS WILL BE PROSECUTED. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR.OR NEGLECT ON HIS PART. SCALE 1/'411=11-011 DRAWN BY JET DATE 24 OCT 24 REV. 03 J,4N 25 REV. 29 J,4N 25 REV. REV. JOB NUMBER In . Mv IgTl4# ��f �cuttic�9.3 tir1,1 0 FI P:i-d of T!:ICt^PS ®2025 Brian Shore,Architect r --- --- -------- - ----� F----- - --- ---- - ------� --� ri I I LJ ( �I I (P IL 12 PItCN P o O �� D 0}— 9-1 I I Z I IL3=z I . n ` I —1 V$31a �N n L--- r I � j. =Z I � I r ua I 0 I I LJ � �Z CL L I i cfJ L--- i I I I I a I 1 I 12 12 I 1 A �IE �PItCH PIt�CN I I t pOWN- pO�Wt 7 I � N�Z � • � • � I I I I I I I � L-- - - �— ----- ------- - -- - - ---- --- ------- ------- -� cA IT IS A VIOLATION OF LAW u FOR ANY PERSON, UNLESS II I ACTING UNDER THE II ( Q I a i DIRECTION OF THE ARCHITECT, TO ALTER THIS - - --- --- - -� - - - - - - - - - - - - - - - -IJ I DOCUMENT. THESE� 1 1 I PLANS ARE AN INSTRUMENT OF SERVICE I 1 I AND ARE THE PROPERTY OF THE ARCHITECT, 1 I I INFRINGEMENTS WILL BE PROSECUTED. CONTRACTORS SHALL VERIFY $ $ I I 1 ALL CONDITIONS AND 12 12 1 L — — — — — — — — — — — — — — — — — — — — — — — — — — J MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOFIELD FIT AND R p O W NW N p—O W N� I WORK NO ALLOWANCES OF I SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. 1-- - - - -- - I - - - - - - -J SCALE 1/411=1' DRAWN BY JET DATE 24 OCT 24 REV. 03 J,4N 25 REV. 29 JAN 25 REV. REV. JOB NUMBER r` ti to s F 0 F� . Sf?ii!1G�G iJIN(1 ©2025 Brian Shore,Architect f—' Y 0 lu MAXIMUM BUILDING HEIGHT z / Q \ AZEK RECESSED PANELS AM TRIM Ir / CORBELS / \ FIBEMLASS ROOF SHN3LPS ALUM.GUTTER AND LEADER O n, SECOND FLOOR PLATE / iL / A�C FASCIA,SOFFIT AND TRIM HLI // ❑ ❑ F�lnn RTI CI=w CbAMOARD SIDIN63 uuu LIF] QM / \, SECOND FLOOR SUMOOR �..3(�tlm'-m"�--------------------- ----------------------- — — - - - ----------------- n IT FF ca PERMACAST COLI,1"NS \ I i i ❑ I .� ❑ ❑ ❑ I C" I jLj �.r 13.TV NAVD IW I I �'.'.=.:= _—— — ———— ; - ALUM.RAILIWG EL.t 13.19 NAVD Iwa - BLUESTONE PORCH Alk-1=1RST FLOOR SUBFLooR I � � - -- --------------------------- I ------� - ---- ------------------- EL. t 11.,a'NAVD 1988 1 - NATURAL THIN STONE VVER I x 0 J - - - - - - --- - -- - -- -- - - - _ - -- - - -- - - - - - - _ U P5' - . --�- _ - � y-. BL. E5TONE f'LATFORhIS/STEM I z GRADE PLANE ELEVATION = i = - _ - V7 I EL..t 65.21'NAVp 1988 - t- - - I - - - ! - _ - - GRADE PLANE ELEVATION I I AVERAGE EXISTING NATURAL GRADE - dNv/N Ed - _ EL. t 65.11'NAVp 1988 _ _ AVERAGE EXISTING NATURAL GRADE IT IS A VIOLATION OF LAW I EL t 63 19' NAVE) 1988 EL. t 63.lc3'NAVE) W 1 FOR ANY PERSON, UNLESS ACTING UNDER THE _a DIRECTION OF THE �R_ � �------ -------------------------- - - - - - = _ ------------------------------------------------------ ARCHITECT, TO ALTER THIS - DOCUMENT. EL, i 6L O'NAVE) IWS I THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT, INFRINGEMENTS WILL BE PROSECUTED. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. SCALE 1/4 1'-m" DRAWN BY JET DATE 24 OCT 24 REV. 03 J,4N 25 REV. 29 JAN 25 REV. REV. JOB NUMBER 'got,AD p It ;D` li t—_ soutn.�1�Town ' Q 0 F/ / —� Bored,old T tars } ®2025 Brian Shore,Architect r nV 1L O lu Fp 12 Cl O 0 SFMOFLOORPLATE -------------- - ------------------------------- - - ------------------------------------------------------- f- II II ❑ ❑ ❑ I . 3: Cz oe - FIFIF o •1 SECOND FLOOR WE3FLOOR _ _ �__.__.__ ! ___.-_ ---------_—_-- ----_—_-- ------------------------_—_—_— EL. (41101-08) '' -- -- 1 — - -� • I 7f„- 1t'CicJ ��(� :10E IDE :]FIE E DE LA H El 1 Q ll --Fl -d,- ------------------------------- -- - - - - =- --- _ --- = ---_----- ---------------------------------- -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- —------------------------------- H 1 f E C L.t'p.0 'Zlr 198s ------ --------------------- I GRADE PLANE' ELEVATION - -- _ -- - -- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - p - E. !(0 .21 AVD 1988 AVERAGE EXISTING NATURAL GRADE �.�.�.—. - �.� EL t 63.'T9'NAYp 1988 _ _: - _ _ _ - _ - _ FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE S -—-—-—-—-—-—-—-— ---- - '_ _ _ _ - _ _ _ - _�L_= __ - - ---------- ARCHITECT TO ALTER THIS EL!Owl-0") - - - - DOCUMENT. EL t bi.0'NAVD nw THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT, INFRINGEMENTS WILL BE PROSECUTED. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. SCALE 1/4"=1' DRAWN BY JIET DATE 24 OCT 24 REV. 03 JAN 25 REV. 29 J,4N 25 REV. REV. _ JOB NUMBER dlt— ' to itfl ® .. i S--ulhold bwo Bc��drfTrdFlres _--' Q. 0 F 02025 Brian Shore,Architect 1� .nnaL,, O lu z /-� AK L1 O . 0Mft ------------- --- --- ----------- - - ----- --------- - - - --- ------ - - - ----- ---------------------------------------------- �-- L 3: -10EE JEIL IFIE ❑E 10 OL F11 ❑ ❑ POP A. n - � ------------ ---- - --- --------- - - - ------------------------ I F - - •< I 117: 0 r ILL U FIRST FLOOR SUE�LOOR -- - — I — -`; • +10�00-'�f7,�T7FT ------------------- - - _ --- - ----------------- ------------------------- ------------------------- EL t 11,O'NAVP IW8 = 1 { a GRADE PLANT: ELEVATION 11 mill 1111 1 E EL. t 65.21'NAVE) IW5 IT IS A VIOLATION OF LAW AVERAGE EXISTING NATURAL GRADE - FOR ANY PERSON, UNLESS - ACTING UNDER THE EL f 63.l9'NAVE) Iwa _ DIRECTION OF THE ARCHITECT, TO ALTER THIS DOCUMENT. LOXR LEVEL SLAB -------------------- - - - ---- ----------- ---- ------------ ----------- ------------------------- THESE PLANS ARE AN EL't 61.O'N INSTRUMENT OF SERVICE EL.f 61.0 NAVp 1988 AND ARE THE PROPERTY OF THE ARCHITECT, INFRINGEMENTS WILL BE PROSECUTED. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK NO ALLOWANCES WEST M L M �AT f ON SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. SCALE 1/4"=11-m" DRAWN BY JET DATE 24 OCT 24 REV. 03 JAN 25 REV. 29 J,4N 25 REV. REV. t" JOB NUMBER Qp It a rADD I i n i j i I [jeg J O F ®2025 Brian Shore,Architect 1V` n� LL O z = � o - _ i � �A77 ------------------------------------- - --- ----------- ------ - - - - ----- —_ - _ - ---- ---- ---------------- rn I I 3: �.. t(+um'-m�� �,� - ---- ------ T_ ----- - I ----------------- dFIE FIIRRST FLOOR SU13FLOOR I __- ��L. =�t5ATL1iT�----------- ----------- - - - ------------------------------------------------ - - --- ----- -- ------ -- --- --------- il'l.r E EL.f I m'NAVD WS � - --�- - - - I , r GRADE PLANE ELEVATION e f 6 .21 am p" I I I AVERAGE EXISTING:NATURAL GRAD IT IS A VIOLATION OF LAW �iii�i�i�i�iii�i�i�■�i�i�iii�i���_�iii�i���i�i�i�i�■�i�i�isii�i�i�i�iii�i�i���i�i�i�i EL.163.TV IW8 ���i�iii�i���i�i�iii�i�■�i�isiiii-i-i-i-i-i-i�i-i- -i-i---■-i-i-i---i-i-i�i� NAVD FOR ANY PERSON, UNLESS I I I ACTING UNDER THE DIRECTION OF THE ARCHITECT, TO ALTER THIS �°-�S-g`-�-5�---------------------------------------------------------------------------------------------------- ------------------------ DOCUMENT. EL.i(+90'-m') " EL.fbl.m'NAVD1988 -_---_--_--__-�----�--- -------- ------ THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT, INFRINGEMENTS WILL BE PROSECUTED. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR t FIELD FIT AND QUANTITY OF WORK NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. SCALE 1/4"=i' DRAWN BY JET DATE 24 OCT 24 REV. 03 JAN 25 REV. 29 JAN 25 REV. REV. _ JOB NUMBER Southold Town Im O F . m Am Board of Tnsstces Fl ®2025 Brian Shore,Architect TWIN FORKS PERMITS 0 E March 12, 2025 MAR 1 2 2025 -Via Hand Delivery- Glenn Goldsmith,President SoulnoidTown Southold Town Trustees Board of Trustees 54375 Main Road,PO Box 1179 Southold,NY 11971 RE: Wetland Permit Application Owner: Gil Ben-Ami&Tracy Ben-Ami Situate: 1800 Hyatt Road, Southold SCTM No. 1000-50-1-4 Dear Mr. Goldsmith: Please find the enclosed Wetland Permit Application for the proposed redevelopment of the residential-property located at 1800 Hyatt Road, Southold,NY(SCTM No. 1000-50-1-4). The property is located along the western shoreline of Horton Neck and fronts along Long Island Sound. The proposed project will consist of the demolition and removal of the existing partial foundation and septic system and the construction of a new residence in a more landward location and the installation of an I/A septic system. The property received a prior Trustee permit no. 9430 dated April 17,2019,which allowed a residence to be constructed with a top of bluff setback at 75 feet to the habitable area of the residence and a swimming pool on the subject property. And a subsequent Trustee permit no. 10385 dated May 17,2023 which allowed for a new residence with attached deck landward of the pier line from the adjacent residences. The current application proposes to construct a single family residence with a top of bluff setback at 100.5 feet to the habitable area of the residence and proposed deck. No swimming pool has been proposed with the current application. In support of this application,the following materials have been enclosed for your review: 1. Application fee in the amount of$1100.00(pre-inspection was conduced with the application fee at$150.00) 2. Four(4) copies of the Wetland Permit Application Checklist,Wetland Permit Application form including the General Data sheet,Wetland/Trustee Lands Application Data sheet, Short EAF,Affidavit and Authorization forms and Transactional Disclosure Forms as signed by the owners and the agent and LWRP Consistence Assessment Form; ' 3. Four(4)copies of the project narrative; 4. Four(4)copies of the Certificate of Occupancy documents issued for the property,the prior Trustee permit for the property,NYSDEC NJ letter,and prior ZBA decisions; 5. Four(4) copies of site photographs; 6. Four(4)copies of the property aerial; 7. Four(4)copies of the survey as prepared by Young&Young last revised January 30,2025;and 8. Four(4) copies of the proposed site plan,floor plans and elevations as prepared by Brian Shore Architect,sheets 1-11 last revised January 29,2025. Please review the enclosed materials for the proposed residential reconstruction. If you have additional questions regarding the overall project,do not hesitate,to contact this office. Thank you. Sincerely,' Lisa Poyer Principal Planner 631.644.5998 1 lisa@twinforkspermits.com 1 288 East Montauk Highway,Hampton Bays,W 11946