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HomeMy WebLinkAboutTR-9947 Glenn Goldsmith,President �QF S0 Town Hall Annex A. Nicholas Krupski,Vice President ,`O ��� 54375 Route 25 P.O. Box 1 John M. Bredemeyer III Southold,New York 11971 Michael J. Domino G Q Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 coUNT`I,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF-THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction,,hay-bale'line/silt boom/siltcurrtain. 1't day of corist_ruction : 'constructed When,project,complete, call for compliance inspection, ,Amain, • .......... BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 9947&9947C DATE: JULY 14,2021 ISSUED TO: CHRISTOPHER&AMY ASTLEY PROPERTY ADDRESS: 460&320 NORTH VIEW DRIVE,ORIENT SCTM#1000-13-1-5.2&6 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of a1P1P4 _< A Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 14,2021 and in consideration of application fee in the sum of$500.00 paid by Christopher&AMY Astley and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to for the merger of two(2)single-family' residential properties;the demolition of 900±SF of the existing single-family residence and 200±SF of attached decking 11±feet and 3±feet,respectively,from the top of lY the bluff,and the removal of an existing 20±linear foot stone retaining wall and 500±SF of existing driveway 11±and 5±,respectively,from the top of the bluff,all on the easterly lot;the abandonment of the existing sanitary system on the easterly lot 15±feet from the top of bluff;the renovation/conversion of 600±SF of existing residence on the easterly lot to a new pool house(the portion of the existing basement garage that is beneath the proposed pool house will remain for storage)with roof deck 11±feet from the top of bluff(within the footprint of the existing residence);the construction of 420 SF deck over the footprint of existing residence on easterly lot 10±feet from the top of bluff;the construction of a 719±SF swimming pool and 78±SF hot tub with a 388±SF paver patio landward of J the CEHA line and 55±feet(at a minimum)from the top of the bluff;the installation of a total of 55±linear feet of steel, stone and timber retaining walls for retained areas all 45±(at a minimum)from the top of bluff and all landward of the CEHA line;construction of a new outdoor shower attached to the new pool house landward of the CEHA line and 36± s feet from the top of bluff; the installation of a new propane tank and sanitary system upgrades landward of the CEHA rel patio line and 75±feet and 50+feet, respectively from the top of the bluff;installation of a 680±SF permeable ravel V and some low-profile lawn steps seaward of the westerly residence 19±feet and 11±feet,respectively from the top of bluff; the installation of leaders,gutters,catch basins and drywells throughout the property to control stormwater runoff;the installation of a dwell for swimming pool backwash landward of the CEHA line and more than 76 feet from the top of bluff;the installation of 4 foot high pool barrier fence and gates with variable setbacks to the top of bluff throughout the properties;the installation of a steppingstone walkway and gravel parking area on the westerly lot all landward of CEHA line and more than 76 feet from the top of bluff;and to establish and perpetually maintain a variable width native vegetation buffer area along the top of bluff;and as depicted on the site plan prepared by Ryall Sheridan Architects,received on July 14,2021,and stamped approved on July 14,2021. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the 14th day of July,2021. Tf co coll A ......NKOS TERMS AND CONDITIONS The Permittee, Christopher&Amery, residing at 460 &320 North View Drive, Orient, Southold,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President ��,OF SyO Town Hall Annex A. Nicholas Krupski,Vice President 54375 Route 25 P.O. Box 1179 John M.Bredemeyer III [ Southold,New York 11971 Michael J.Domino G Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 &UiVV BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT#9947C Applicant/Agent: Martin Finnegan, Esq. ,P.ermittee: Christopher& Amy Astley �SCTM#: Project.Location.- 460 & 320 North View Drive, Orient- Date of Resolution/Issuance: July 14, 2021 Date of Expiration: July 14' , 2023 Reviewed by: Board of Trustees DESCRIPTION OF ACTIVITY: -For the merger of two (2)single-family residential properties; the demolition of 900±SF of the existing single-family residence and 200± SF of attached decking 11±feet and 3±feet, respectively, from the top of the bluff, and the removal of an existing 20± linear foot stone retaining wall and 500± SF of existing driveway 11±and 5±, respectively, from the top of the bluff, all on the easterly lot; the abandonment of the existing sanitary system on the easterly lot 15±feet from the top of bluff, the renovation/conversion of 600±SF of existing residence on the easterly lot to a new pool house(the portion of the existing basement garage that is beneath the proposed pool house will remain for storage)with roof deck 11±feet from the top of bluff(within the footprint of the existing residence); the construction of 420 SF deck over the footprint of existing residence on easterly lot 10±feet from the top of bluff; the construction of a 719± SF swimming pool and 78±SF hot tub with a 388±SF paver patio landward of the CEHA line and 55±feet(at a minimum)from the top of the bluff, the'installation of a total of 55± linear feet of steel, stone and timber retaining walls for retained areas all 45±(at a minimum)from the top of bluff and all landward of the CEHA line; construction of a new outdoor shower attached to the new pool house landward of the CEHA line and 36±feet from the top of bluff; the installation of a new propane tank and sanitary system upgrades landward of the CEHA line and 75±feet and 50+feet, respectively from the top of the bluff; installation of a 680±SF permeable gravel patio and some low- profile lawn steps seaward of the westerly residence 19±feet and 11±feet, respectively from the top of bluff; the installation of leaders, gutters, catch basins and drywells throughout the property to control stormwater runoff; the installation of a drywell for swimming pool backwash landward of the CEHA line and more than 75 feet from the top of bluff; the installation of 4 foot high pool barrier fence and gates with variable setbacks to the top of bluff throughout the properties; the installation of a steppingstone walkway and gravel parking area on the westerly lot all landward of CEHA line and more than 75 feet from the top of bluff; and to establish and perpetually maintain a variable width native vegetation buffer area along the top of bluff; and as depicted on the site plan prepared by Ryall Sheridan Architects, received on July 14, 2021, and stamped approved on July 14, 2021. INSPECTIONS: Final Inspection SPECIAL CONDITIONS: None In accordance with Chapter 111-15 Erosion Protection Structures: 2 N/A A maintenance agreement is attached hereto and is a necessary special condition of this permit. By: A. £ X"— - Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President ��QF SO(/l�,o Town Hall Annex A. Nicholas Krupski,Vice President 54375 Route 25 John M.Bredemeyer III P.O. Box 1179 Southold,New York 11971 Michael J. Domino G • Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 COU BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 19, 2021 Martin D. Finnegan, Esq. Twomey Latham, Shea, Kelley, Dubin & Quartararo, LLP P.O. Box 9398 Riverhead, NY 11901 RE: CHRISTOPHER &AMY ASTLEY 460 & 320 NORTH VIEW DRIVE, ORIENT SCTM# 1000-13-1-5.2 & 6 Dear Mr. Finnegan: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, July 14, 2021: WHEREAS, Martin Finnegan, Esq., on behalf of CHRISTOPHER &AMY ASTLEY applied to the Southold Town Trustees for a Permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, and Chapter 111 of the Southold Town Code, Coastal Erosion Hazard Areas, application dated May 28, 2021, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the action be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered policy of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: a merger of the two properties and the demolition of the existing single family residence; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on July 14, 2021, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 and Chapter 111 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, 2 NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268 of the Southold Town Code, and, RESOLVED, that the Board of Trustees APPROVES the application of CHRISTOPHER &AMY ASTLEY for the merger of two (2) single-family residential properties; the demolition of 900± SF of the existing single-family residence and 200± SF of attached decking 11±feet and 3±feet, respectively, from the top of the bluff, and the removal of an existing 20± linear foot stone retaining wall and 500± SF of existing driveway 11± and 5±, respectively, from the top of the bluff, all on the easterly lot; the abandonment of the existing sanitary system on the easterly lot 15±feet from the top of bluff; the renovation/conversion of 600± SF of existing residence on the easterly lot to a new pool house (the portion of the existing basement garage that is beneath the proposed pool house will remain for storage) with roof deck 11±feet from the top of bluff(within the footprint of the existing residence); the construction of 420 SF deck over the footprint of existing residence on easterly lot 10±feet from the top of bluff; the construction of a 719±SF swimming pool and 78± SF hot tub with a 388± SF paver patio landward of the CEHA line and 55± feet (at a minimum) from the top of the bluff; the installation of a total of 55± linear feet of steel, stone and timber retaining walls for retained areas all 45± (at a minimum) from the top of bluff and all landward of the CEHA line; construction of a new outdoor shower attached to the new pool house landward of the CEHA line and 36±feet from the top of bluff; the installation of a new propane tank and sanitary system upgrades landward of the CEHA line and 75±feet and 50+ feet, respectively from the top of the bluff; installation of a 680± SF permeable gravel patio and some low-profile lawn steps seaward of the westerly residence 19±feet and 11±feet, respectively from the top of bluff; the installation of leaders, gutters, catch basins and drywells throughout the property to control stormwater runoff; the installation of a drywell for swimming pool backwash landward of the CEHA line and more than 75 feet from the top of bluff; the installation of 4 foot high pool barrier fence and gates with variable setbacks to the top of bluff throughout the properties; the installation of a steppingstone walkway and gravel_parking area on the westerly lot all landward of CEHA line and more than 75 feet from the top of bluff; and to establish and perpetually maintain a variable width native vegetation buffer area along the top of bluff; and as depicted on the site plan prepared by Ryall Sheridan Architects, received on July 14, 2021, and stamped approved on July 14, 2021. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $ 50.00 Very truly yours, Glenn Goldsmith President, Board of Trustees Twomey VA' Latham SHEA, KELLEY, DUBIN & QUARTARARO, LLP Thomas A.Twomey,Jr. (1945-2014) Martin D.Finnegan Stephen B Latham John F Shea,III Partner Christopher D.Kelley David M.Dubin •: 631-727-2180,x-265 Jay P.Quartararo t mfinnegan@suffolklaw.com Peter M Mott Janice L.Snead - Anne Marie Goodale By Hand Bryan C Van Cott Kathryn D n F� E (C E I p n Laura I B. an July 23 2021 1 `� 15� i Patrick B.Fife , �r Martin D.Finnegan 0 Reza Ebrahimi Jeffrey W Pagano . Southold Town Board of Trustees JUL 2 3 W21 Attn: Diane DiSalvo Bryan J Drago Town Hall Annex Southold Town Bernadette E Tuthill Craig H Handler 54375 Route 25 8 aro of Trustees Alexandra Halsey-Storch post Office Box 1179 Melissa S Doris - Katerina Grinko Southold,NY 11971 Lorraine Paceleo Terrence Russell Daniel R Bernard t• Re: Wetlands Permit Application —Christopher and Amy Astley Christina M Noon A Chadwick Briedls Premises: 460 and 320 North View Drive, Orient SCTM#1000-013.00-01.00-005.002 & 006.000 OF COUNSEL Lisa Clare Kombrink Kevin M.Fox Dear Diane: Kelly E Kinirons Karen A.Hoeg Patricia J.Russell With respect to the above-referenced matter, enclosed please find a Jennifer P Nigro ♦ check payable to the Town of Southold for$50.00 representing the final :• NY&LA BARS inspection fee. t LL M IN TAXATION ♦ NY&NJ BARS O NY,NJ&PA BARS Also enclosed are the four green card receipts we have received in • NY,NJ&DC BARS NY,NJ&FL BARS connection with the hearing. Main Office 33 West Second St. If you have any questions regarding the enclosed,please feel free to P.O.Box 9398 y Riverhead,NY 11901 contact me. Thank you for our attention. 631.727.2180 suffolklaw.com V;Milan - M MDF/as Enclosures ��S11FFOl,��0 Glenn Goldsmith, President- hyo ay Town Hall Annex A Nicholas Krupski, Vice-President o 54375 Route 25 John M. Bredemeyer, III o P.O. Box 1179 Michael J. Domino Southold, NY 11971 Greg Williams '�` �o Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: CHRISTOPHER &AMY ASTLEY c/o MARTIN FINNEGAN Please be advised that your application dated May 28, 2021 has been reviewed by this Board at the regular meeting of July 14, 2021 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 16t Day of Construction ($50.00) %Constructed ($50.00) x Final Inspection Fee ($50.00) - Dock Fees ($3.00 per sq. ft.) 30-Year Maintenance Agreement (complete original form enclosed and submit to Board of Trustees Office) xx The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ 50.00 BY: Glenn Goldsmith, President Board of Trustees ASTLEY HOUSE LOT COVERAGE CALCULATIONS SWIMMING POOL EXISTING PROPOSED ORIENT OjV,,, / CATEGORY COVERAGE(SF) COUNTED IN LOT COVERAGE CALC. COVERAGE(SF) COUNTED IN LOT COVERAGE CALC. West House 1910 ✓ 1910 ✓ Iq AI Conc.Patio 347 ✓ _ 'VO c% Stone Walkways 214 320 Gravel Patios 681 Proposed Swimming Pool 719 ✓ Proposed Spa 78 ✓ Wood tie+gravel Landscape steps - 85 East House(to be converted to pool house) 1913 ✓ 602 ✓ Asphalt Driveway 625 ✓ REVISION DATE Conc./Stone Stairs 115 ✓ 94 i Conc.Walkway 157 ✓ Wood Deck along north edge of house 532 ✓ ISSUED FOR PERMIT 05/07/21 Wood Deck over portion of existing basement 267 ✓ Stone Patio in sand 3881 ISSUED FOR TOWN TRUSTEE REVIEW 05/28/21 REVISED FOR TOWN TRUSTEE REVIEW 06/22/21 COMBINED LOT COVERAGE 5599 3670 REVISED FOR TOWN TRUSTEE REVIEW 07/08/21 1 COMBINED BUILDABLE AREA (LANDWARD OF COASTAL EROSION HAZARD LINE) 18,174 18,174 COMBINED%LOT COVERAGE 31 Zp LEGEND \ \ \ \ \ NON-TURF BUFFER TO BE MAINTAINED/PLANTED �\ W/NATIVE VEGETATION _ EXISTING CONTOUR �! ------------ PROPOSED CONTOUR PROPOSED 4'POOL FENCE 0 LU O � w0 PARCEL 1 W U_ PARCEL 2 MID O0 ~ z W zu J LU � W O2 J Z 00 z = H cn w WOOD TIE RETAINING ��\ WALL TO REMAIN / 1 PROPOSED I DRAIN INLET z � I C o IBASEMENTCMUWALL TOBE r o REMOVED DOWN TO FIRST COURSE v BASEMENTCMU -' OUTLINE WALL TO REMAIN -� EXISTING DECK I 1 TO BE REMOVED w� / CONIC.BLOCK WALL \� I \ ay EXISTING WOOD-TIE RETAINING \ '(OQ /� J 9 o sfn \ I I — WALL TO BE REINFORCED ejA`o° O� 41 T.O.WALL e'4pp9 OpOF /02 STONE WALLTO So`/tobarsth6%,�. 85'p•V gG Ap r a °ea oas hs f �Fg 1 BE REMOVED 6 G e / O OB s/ ,� F '$',� •PROPOSED ON-GRADE/ 's,�o' "bow°�r9's 9ppS5. 010 fo``�s oa ro ro /2� d°�s O GRAVEL PATIO cq,/ty b ol"'boay° yqF� /C lb .q °o, /.9 \ T/L 6/ q �l�/ T.O.WALL P n� s\ ��cGF/Y��1O 4'WIDENON-TURF, 85 ,`qty qa,4�,•y/G \ �So T,gTO p�;/, 83'-0" PERMEABLE PATH 0 \ \\ ��\ ---_�_ BASEMENT CMU `� / COASTAL EROSION a WALL TO REMAIN ;.; ,� F \ DISTANCE FR M BLUFF EDGE TO STRUCTURE COASTAL EROSION ° HAZARD LINE o W/NEW PROPOSED 4' a° a \ \ AFTER REMOVAL OF DECK HAZARD LINE - o 'POOL FENCE ABOVE 6 , T.O.WALL EXISTING CONCRETE PATIO_ PROPOSED Q GF, �� k 6 F°c T.O.DECK 2� \ DISTANCE FROM BLUFF EDGE TO TO BE REMOVED \ LAWN STEPS �5�4 u 92'-6" '; �o y�°°o°Q° 0 2 EDGE OF EXISTING DECK r' a ^ 92 6" ,," PROPOSEDs,- o, DRAIN INLET- oy "Ja°3,� 0 PROPOSED 12"HIGH �, Pry o, 1, aO 6/,&.-,s�2sf \ MASONRY GARDEN WALL \ y�a.g o� PROPOSED SELF 9 / PROPOSED mQ } t o� PROPOSED 4' \ SUPPORTING STEEL STONE STEPS �� a �' oS °o�°ya/o°/��ofo PROPOSEDGRADE POOL FENCE GRAVEL PATIO RETAINING WALL 94 \ +�siStGg^oN�.s�yaaa9°sor%*Sy EXISTING SEPTIC TO BE ABANDONED aay�e/f°�s Lo o% �VPF PERSCDHSTANDARDS. EXISTING BRICK PATIO / \ ,5 J 90 Pkv bosbath�y°a Ota' \ POOL o HOUSE TO BE CONNECTED TO TO BE REMOVED / \N��ON . F�/ n or�o'oyo j WESTERLY HOUSE EXISTING SEPTIC. 6 N 4 ° \ `\ / COASTALEROSION 9pA' y I HAZARD LINE PROP.OUTDOOR_ SQ ose ��n9 PROPOSED SHOWER l�tp�Oes•No� DISCHARGELINE DW-lL EXISTING t&2 STORY HOUSE / 1°Ooo<e ,NI Sp9 �/ TO SEPTIC, \ ` 4C/r i PROP.WOODTIE TO REMAIN � T.O.WALPROPOSED L \ RETAINING WALL PROPOSED APPROVED B Y FFL 106.3 p„ -� n. T.O.POOL COPING __ -- -T BASIN PUMP •,\\ \ DRAIN INLET TO WALL I. -- PROPOSED SELF i - \ \ BOARD OF I RUSTEES ;' ' EXISTING CONCRETE ` EXISTING ASPHALT DRIVE TOWN IA �����®�� SUPPORTING STEEL ` TO BE REMOVED RETAINING WALL � PROPOSED PAVERS .- .- •, STAIRS TO BE REPLACED ("' ('> SET IN SAND \ %. PROPOSED PROPOSED WOOD TI E/ PROPOSED UNDERGROUND DRAIN INLET��_ GRAVEL STEPS PROPANETANK �—�� _ D . RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE,SUITE 300 1 ,r_::_____________ --_"- - EXISTING BLOCK NEW YORK, NY 10010 > REMAINBELOW GRADE PAVERS SET INSAND - // •"Op PROPOSED I ""-- -- ,--- ....-..... --„- 646-809-4343 www.ryallsheridan.com R i II EXISTING OUTDOOR _, __-' T.O.WALL,' - ,0? ENG \S ' ' SHOWER EXISTING SEPTIC .�' '- -' �„0„ POOL P DRAIN INLET `G -._ - - TANKTOREMAIN _�� -- - DW,"," ''P°0 �, �-------------- i ..OOOAO .'PROPOSED,,, \ DRAIN INLET � PROJECT#: 1804 ' . =''- \ '9C EXISTING UNDERGROUND ^) F!L�Fv \� •(LfkED '4& PROPANETANKTOREMAlI �� / ._.. S. C`y � ���. �� ' DRAWN: NC ��V �p,M RYq( EXISTING GRAVEL DRIVE TO ` 3 P PROPOS RETAINING WALL L ED WOOD TIE � / BE REMOVED (� J CHECKED: WR � PROPOSED I RMEABLE JUL1202 ___ J U 1. E GRAVEL DRIVE O O I N O EXISTING LEACHING 'POOL TO REMAIN ._.-_._ 0150,DATE: 07.08.2027 9�, 0• 015 � � � I a' zO *4O P NEW GV� X03( Of II :E SCALE: 1/16"=1'-0" NoR PROPOSED SITE PLAN N SITE PLAN 002 1 1/16"=1'0" ASTLEY HOUSE SEQUENCE OF CONSTRUCTION SWIMMING POOL ORIENT C ONn,s SITE PREPARATION 1. INSTALL WIRE-BACKED SILT FENCE AND HAY BALES,WHERE NECESSARY. NOS 2. CLEAR VEGETATION IN AREAS OF CONSTRUCTION AND CONSTRUCTION STAGING ONLY. Ov/1, CLEARING ON NORTH SIDE OF EXISTING HOUSE TO BE DONE BY HAND-NO VEHICLES. ' D 3. INSTALL COMPACTED-GRAVEL,STABALIZED CONSTRUCTION ENTRANCE. RETAINING WALL REINFORCEMENT REVISION DATE 1 THE EXISTING WOOD TIE RETAINING WALL TO THE NORTH OF THE EXISTING HOUSE ON THE EASTERN PARCEL IS TO BE REINFORCED AS FOLLOWS: ISSUED FOR PERMIT 05/07/21 1. HAND DRIVEN SCREW PILES TO BE INSTALLED BY HAND AT A DISTANCE OF 6'FROM THE ISSUED FOR TOWN TRUSTEE REVIEW 05/28/21 RETAINING WALL,ON THE LANDWARD SIDE OF THE WALL @ ROUGHLY 10'ON CENTER. REVISED FOR TOWN TRUSTEE REVIEW 07/08/21 1 '''---� 2. 2'DEEP TRENCH TO BE DUG BY HAND BETWEEN EACH SCREW PILE AND THE RETAINING WALL. "—� 3. INSTALL TIE RODS WITHIN EACH TRENCH TO TIE THE SCREW PILES TO STEEL PLATES ON THE WATER SIDE OF THE WOOD RETAINING WALL. �.� DEMOLITION \\\ 1. DEMOLISH PORTION OF EXISTING HOUSE.MACHINE ACCESS TO BE ON LANDWARD SIDE \ OF EXISTING HOUSE ONLY.DEMOLITION CARRIED OUT ON THE NORTH SIDE OF THE HOUSE \ TO BE DONE BY HAND. \\ 2. EXISTING SANITARY SYSTEM ON PARCEL 2 TO BE REMOVED/DECOMISSIONED. 3. ASPHALT DRIVEWAY ON PARCEL 2 TO BE REMOVED. �\ 4. ALL DEBRIS REMOVED FROM SITE. _ CONSTRUCTION 1. INSTALL HELICAL TIEBACK ANCHORS TO STABALIZE EXPOSED BASEMENT FOUNDATION �- WALLS.INSTALLED USING HAND-HELD MACHINERY. 2. INSTALL SELF-SUPPORTED STEEL RETAINING WALI SOUTH OF PROPOSED SWIMMING POOL. 3. EXCAVATE TO POOL TERRACE LEVEL.STOCKPILE EXCAVATED SOIL ON SITE.STABILIZE SOIL STOCKPILE WITH TEMPORARY SEEDING. 4. CARRY OUTHOUSE RENOVATIONS/CONSTRUCTION.NO MACHINERY ON NORTH SIDE OF HOUSE. 5. EXCAVATE FOR SWIMMING POOL.INSTALL FORM-WORK FOLLOWED BY CONCRETE INSTALLATION.EXCAVATED SOIL TO BE ADDED TO STOCKPILE. 6. EXCAVATE FOR AND INSTALL DRYWELLS,SANITARY AND UTILITIES. 7. REDISTRIBUTE SOIL ON SITE FOR FINAL GRADING. 8. INSTALL PERMEABLE GRAVEL DRIVEWAY/PARKING,WALKWAYS. 9. REVEGETATE ALL DISTURBED AREAS INCLUDING MIN.10'WIDE NATIVE VEGETATION BUFFER ALONG BLUFF EDGE. 10. REMOVE SILT FENCE ONLY ONCE VEGETATION HAS BEEN ESTABLISHED. O 0 LEGEND 2 �- WO PARCEL 1 m U_ PARCEL 2 LIMIT OF DISTURBANCE/SILT FENCE O 00 ~ Z W _ Z o J � F W 02 J Z 000 ZD F- Ln X \\ (Oj�� 70. . I 1 \\ \\r\QFe�(/ D TIE 110 \ \ RETAINING WALL \ \C�FS,AO,c��` AO,- EXISTING WOOD-TIE RETAINING WALL TO BE \ / REINFORCED.SEE DRAWINGS 2&3 ON THIS \ SHEET AND CONSTRUCTION SEQUENCE 85 \I \ �FOQ CCS DESCRIPTION ABOVE. \\ COASTAL EROSION HAZARD LINE OUTLINE OF EXISTING HOUSE AND \ ——— `��. / 09ke�q J DECK TO BE DEMOLISHED / \ WIRE-BACKED SILT FENCE \ // 9� FSO fir. // \\ STEEL PLATE ON WATER 1 LIMIT OF DISTURBANCE a 9 v \ SIDE OF WALL \ 602sf portion of existing - \ story dwelling structure to \ WIRE-BACKED SILT FENCE F C bar ovatedandconverted TIE RODS WELDED TO C \ y4 /iS'j��//I/� too a accessory \ LIMIT OF DISTURBANCE SCREW PILES&STEEL PLATE 11 1structure(w/ bath)over A \ C 10, "1 ex sting ent to ` 9S "'7 y g remainHAND SCREW \ /O`SFic TO FFL93 \ ) PILE @1D0'IOC.APPROX. Ir r r 1 \ 9 \\ COASTAL EROSION HAZARD LINE JUL 1 4 2021 EXISTING 1&2 STORY HOUSE FFL 106.3 ' \ Bi of 1'rgLttFeS PROPOSED SELF ` SUPPORTING STEEL RETAINING WALL _ =Q ` .. ' ` 2 R INFORCEMENT PLAN WALL RE ' n \ 1/16"=1'on RYALL SHERIDAN ARCHITECTS \ 174 5TH AVENUE,SUITE 300 ', NEW YORK, NY 1001() `ro C'� l 646-809-4343 www.ryalisheridan.com GpRp O S ' b• -------------- • SOIL STOCKPILE LOCATION EXISTING WOOD TIE RETAINING WALL PROJECT#: 1804 I / fjilED A 0C 4-1 ., STEEL PLATE DRAWN: NC Q'U�\`pM S. RYq� ti CHECKED: WR WIRE-BACKED SILT FENCE LIMIT OF DISTURBANCEQOp.O DATE: 07.08.2021 9T �° 01500, �- OF' NEW 140 `' SCALE: 1/16"=1'-0" TIE RODS HAND DRIVEN SCREW PILE @ 10'O.C.APPROX. � CONSTRUCTION METHODOLOGY PLAN 3 RETAINING WALL REINFORCEMENT SECTION NTS N CONSTRUCTION METHODOLOGY PLAN 1 1/16"=1'0" a� Christopher&Amy Astley 460&320 North View Drive,Orient SCTM#: 1000-13-1-5.2&6 7/7/21 �a .. of 3w 1- Ml � ``arP r M�`.. 5�� l•• .. 1 ' + 'F9 l', nyk �..��r •+ //j/n(.rte%�/7 r w {• S.C.T.M.# DISTRICT 1000 SECTION 13 BLOCK 1 LOT 5.2 & 6 Ln ,S� UND LONG ISLAND ,5A.,, OJ 4° O N O. S.-8902.6"'3211 E 133.89 ' ^•'--••_.._ TIE UNE ALONG APPARENT HIGH WATER MARK -...•'"- 6°� TOE OF BLUFF BLUFF ELEI/8.04 Z �o OJ �O O W OJ OJ G 0. z PARCEL 2 C)OC'A �� PROPOSED 10'WIDE NON-TURF -p PORTION OF EXISTING G \\ BUFFER 64- � Z W 68- - �i �� \\\\ PLANTED WITH NATryE VEGETATION ���G 1 STORY HOUSE Cn (T - 1- // �- \ \ O y W/BASEMENT TO BE 70. \ \\\ \\\ fn PARTIALLY CONVERTED 6? 74 ,�`� /% \\\ \\ \ \ O-4 %BASSTORY M M POOL-HOUSE PARCEL 1 76_ _-_-- -' / /; x �x \\\`\\\�. --- - _ ?.° 78 / /j� x xx \x \\ \ x x \\\ 12"HIGH PORTION ol= s -82- - ___ .. / X x x x\x \,FOUNDATION WALL TO REMAIN- \ .�'� WQ],,jiXxXXXxX �CXX\ \ TW(85.0)- X84- - x x x xk '>0 DUSTING SANITARY TO BE ♦ x//�, x x x x \ � -DUSTING W000 ]!E_ i 86 a SMB WAU�� /x_ jY O x x �'RETAINING WALL TO `~ ` �?ABANDONED AND BACKFILLED T W 84. `�To REMptN) o. x x osX x x BE REINFORCED ._ -- POOL HOUSE TO BE CONNECTE / / / / 90 A ♦ x x x x Iyo R'- X x x x X '� '-TO EXISTING WESTERLY HOUSE / / / /-' x x 91.3x x x x 90 p a'�x. x x / // / 92'r 1 e w X '� �x x x fCK TD- x RQtyN . ,� - -. -- \ \ SANITARY SYSTEM i x x h x� �X-,x ) g x x x x \-_- x x i x � x x x �l' 40.8'x x x // ♦j x x i `-x x x �j��\ x x x \ \ \ \ " `►Tc+ �. / / 96�'- 0x x x x x x R> xto / / ,- x x x x 1 r x x x / OF / // / / // / / / x x x xn x �NGRY ///764• xx x ) x N / / x x �X x X c x x DRI jp o,/ V // c x x $x \ \ �J > 0 / ///// '_ x e � T.w : x X x x l L( HQ /�r // _!°bRA OF X \ •, \870 lu x c x 1� i . / // UN - x gl�q \ //. /// S70 Q' X x V) xXXx F. X TT4' '?5 I Dy�VRYM7NC xx x xx�xX/ 9 // // tt /// // X s XBX co o? ,X<X x I SOP, tyr4 // -_R6y0 rO Bf= �X x x X X tib \CID x H Z D X I x \ / / / / / / / // / / // x x x Pyr x "04), x x A PROPOSED x x xN°NSyi.\ ay X X x o / x x x .co X o•„ .m �E`F`• xc� No\ STONE PAVING // / / / / / / // r x x x x m s� A Ps SET IN SAND - -Gf' UND N x 5 / / / / / / / / / x x x x x x x .v �'0!xl x 9(� 8y �r Hnp No x x k )4 X X X Xv' Gs. 0 e f,�2",` - ? _ _D-_ <f TO ac a f x X /// / mlr X ) x x x ti. RfAf0yF0 36.LEAN OUT- x X RfAf Ay c Y x �pN• g2 // // / //// /// / // x x�x x x X Y X x X PROP cS \ c �\\ ♦♦ PUMP CONTROL PANEL - _ x x x x x �t '00, / x 1 -�,\H�q;f` 'm�IC \\ \ \ ♦♦ Q�. outDOORR PROPSHOWER x`X, X x x x �x X x X x X + 30/ "01 / / / /� // ,�` X %X X X ter-! x '�\ \\\ \ ♦ ♦ P♦ stFPS / sIEPSR pE__X x x 155 APPROX. 5500sf, MINAO' / x xle I / x x X N Boa �Q. x 5•a� \ ♦h ♦♦♦♦♦♦ X �x aoXUe x NON-TURF BUFFER TO BE 56 I x x x x x x x x x /x 1 \ �`� ♦ ♦♦♦ f 1 ' MAINTAINED/PLANTED W/ NATIVE x x/ x x /x x x x x x x X BSc � ♦ .♦♦ x VEGETATION f0\0°09 xkxXxexxX�XxXx4xXx xx x \\ \\ , ♦Q�Q_S� ;♦♦ Q °ljZO• �( x /xXx x x r �j ♦♦ ; ♦\ / / P�P�ISC. x x e �IVRe / / e� o X.�l.$Q COASTAL ERO101, SION HAZARD LINE I l / 105.6 ::. � ��1 \\♦ d1` I I• ' / COASTAL EROSION HAZARD AREA MAP �''''' '' ° •/ PHOTO No. 47-655-83 SHEET 19 OF 49 j / ` , 3 fos.� \ '� / :i •` /' / / / / / o� w X � \ \ , , W ` x 32.t 4j�f l x Bis/ •. ; / / �ti �N. 23.6 / / 4 �� .:::'�'''::::::::::::::::::::::::::;:;:;:,:::;::::::::: x \ \ I 1 105.9 p , o / / X 1; .:::::: to RfMa �a,I�.....::._::, �5 PG'A W / / a/:•. :.���.�h %I;z 1 I I l ..... >n �a .•..N..:...... OQ 0 I I , / . /PROPOSED DUPLEX PUMP BASIN, 9x\ CE t I l /2N l tt.t• ,0jz St t05.8 / , 8' 48 ' / GRAVITY FEED IN FROM POOL HOUSE O9PO I ' / / OBER Fj CI( 105.6 j ,,,.r OO 7� / l 1 L_ I /�O :l� I'x 1 •.d / \ SS PLR. .. t� FEN ". 4'POOL CE a. N• 'P o) • ,.000 GAL x / / / / 5 ,�O ,� •.....,.e3:... WNG SEPTIC TAN -k Ix 1 I ' • /AND 5FT TO POOL,BLINE TOUM I OFT FROM ENTE ENTER NICs 2 N t ,, ., `0 O p/NCS r X ' ` k 93 . . ,a' \tea / TANK AT SAME ELEVATION AS EXISTING WASTE LINE FROM 0 4...............r �, ST£p / a toss a na STORY HO To°oo s N�\ O \ °��P{ •'.•.¢�> HOUSE X to4.s WooD DECK RF,VD� ) , SHOWER EXISTING OUTDOOR SHOWER PRo uq z d x U044(LP� o ❑� 191 X \ " x An Lp 104-9 taX3.� X t>a PROPOSED X 103.2 / / '' / EXISTING PUBLIC WATER SERVICE UNE TO REMAIN, NEW SEPTIC LINE TO CROSS OVER WATER pREVdAY �� // LINE AND BE SLEEVED THRU 20FT LONG 4" SDR PIPE CENTERED OVER WATER LINE 8102.8 $oe oo� sTO t X100 x19.75 / x x x NON-TURF BUFFER TO BE toe--= O$ ror.2o tE \A X X X x X x MAINTAINED/PLANTED W ^ x x x W/ NATIVE VEGETATION • °, • A •.• . .. X}01:41 v a �O •.. ,. �, • E EDGE OF PAVEIA ENT . X ° 100' 1 LOT COVERAGE CALCULATIONS EXISTING JUL 14 20c" BUILDABLE AREA EXISTING 1,000 GALLON SEPTIC TANK AND 8X12 LANDWARD OF EXISTING LOT COVERAGE BASED LEACHING POOL ` COASTAL EROSION ON BUILDABLE LOT AREA Tom BC�r of Tr�swee HAZARD LINE PARCEL 1 12,589.3 SO.FT. EXISTING HOUSE W/ COVERED PORCH: 1910 SF. OR 0.29 ACRES 15% EXISTING CONCRETE PATIO: 347.8 SF. OR 2.8% PARCEL 2 5,585.4 SOFT. EXISTING HOUSE: 2078 SF. OR 37.2% 0.13 ACRES EXISTING DECK W/ STEPS: 352 SF. OR 6.3% PARCEL 1 34,458.10 SQ.FT. EXISTING ASPHALT DRIVE: 903 SF. OR 16% 0.79 ACRES SANITARY DESIGN SUPPLIED BY TOTAL 18,174.7 SO.FT. 5590.8 SF. OR 30.7% 0.42 ACRES 24 187.41 SQ.FT. ED ARMUS ENGINEERING PARCEL 2 0.56 ACRES (SEE DETAILED PLANS) PROPOSED AREA: 58,645.51 SQ.FT. or 1.35 ACRES TOTAL ELEVA77ON DATUM: NGVD1929 BUILDABLE AREA UNAUTHOR12ED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A 140LA77ON OF SEC71ON 7209 OF 7HE NEW YORK STATE EDUCATION LAW. COPIES OF TINS SURVEY LANDWARD OF PROPOSED LOT COVERAGE BASED MAP NOT BEARING THE LAND SURVEYORS EM60SSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN COASTAL EROSION ON BUILDABLE LOT AREA ONLY TO THE PERSON FOR WHOM THE SURVEY!S PREPARED AND ON HIS BEHALF TO THE ATLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS7I�UTION HAZARD LINE LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. EXISTING HOUSE W COVERED PORCH: 1910 SF. OR THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE PARCEL 1 12,589.3 SOFT. 15% NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD17IONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS 0.29 ACRES PORTION OF PROPOSED POOL: 87 SF. OR 0.7% AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY ENDENT ON THE PREMISES AT THE TIME OF SURVEY PORTION OF EXISTING HOUSE TO REMAIN: 602 SF. OR PARCEL 2 5,585.4 SQ.FT. 10.8% SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: CHRIS & AMY ATSLEY' 0.13 ACRES PORTION OF EXISTING HOUSE TO BE REPLACED W/ MAP OF: DECK OVER BASEMENT: 340 SF. OR 5.3% DORTIChl QE PROPOSED POOL 703 SE, OR 12.6% FILED: TOTAL 18,174.7 S0. FT. 3642 SF. OR 20% SITUATED AT: ORIENT REVISED 07-13-21 TOWN OF. SOUTHOLD REVISED 06-30-21 KENNETH M WOYCHUK LAND SURVEYING, PLLC REVISED 06-17-21 SUFFOLK COUNTY, NEW YORK or Professional Land Surveying and Design THE WATER SUPPLY, WELLS, DRYKnLS AND CESSPOOL P.O. Bog 153 Aquebogue, New York 11931 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FILE # 19-11 SCALE: 1"=20' DATE: FEB. 25, 2019 N-YS. LISC. NO. 050882 PHONE (631)298-1586 FAX (631) 298-1588 AND OR DATA OBTAINED FROM OTHERS ASTLEY HOUSE =k SWIMMING POOL LOT COVERAGE CALCULATIONS ORIENT EXISTING PROPOSED O�M CATEGORY COVERAGE(SF) COUNTED IN LOT COVERAGE CALC. COVERAGE(SF) COUNTED IN LOT COVERAGE CALL. West House 1910 ✓ 1910 ✓ Conc.Patio 347 ✓ 'v (1O Stone Walkways 214 320 l7 / � Gravel Patios 681 =k V Proposed Swimming Pool 719 ✓ Proposed Spa 78 ✓ Wood tie+gravel Landscape steps 85 East House(to be converted to pool house) 1913 ✓ 602 ✓ Asphalt Driveway 625 ✓ - REVISION DATE Cont./Stone Stairs 115 ✓ 94 ✓ Conc.Walkway 157 Of Wood Deck along north edge of house 532 ✓ ISSUED FOR PERMIT 05/07/21 Wood Deck over portion of existing basement 267 ✓ - Stone Patio in sand 3881 ISSUED FOR TOWN TRUSTEE REVIEW 05/28/21 REVISED FOR TOWN TRUSTEE REVIEW 06/22/21 COMBINED LOT COVERAGE 5599 3670 REVISED FOR TOWN TRUSTEE REVIEW 07/08/21 COMBINED BUILDABLE AREA (LANDWARD OF COASTAL EROSION HAZARD LINE) 18,174 18,174 �- COMBINED%LOT COVERAGE 31 20 \�\ LEGEND \ \\ NON-TURF BUFFER TO BE MAINTAINED/PLANTED W/NATIVE VEGETATION �---��_ EXISTING CONTOUR •--•---•-•-----•-• PROPOSED CONTOUR t PROPOSED 4'POOL FENCE i � e ."-."ro..f\,.-I•,�.w�a.O4 w A'.n a/�,�.Imo+-� 0 W O W �- PARCEL 1 W o PARCEL 2 mp 00 z z C7 J � o 2 C' 0 0 6.? a 2 7� u� 7 . 76 - -- - - - - - -- - - - WOOD TIE -- -- - - — /� - ERETAINING � -- - - - 4 WALLTOREMAIN PROPOSED DRAIN-- -- -fl�-. ,. •• IN INLET I ` 0') - O n, c: BASEMENTCMU WATO BE LL 9*+ b r REMOVED DOWN TOFIRSTCOURSE - - - - W TO REMAIN BASEMENTCMU " ��( OUTLINE OF EXISTING DECK ALL � - - - A S I ;. TO BiREMOV `lwG i CONC.BLOCK WALL " ~` ��.""°w '�.-,.. _ - - \ _ _ �F� TO REMAIN "' 6q \ � EXISTING WOOD-TIE RETAINING _ V I ,- \ -"- - - - _ - _ _--- - --- -- -_ - _" -- OQ 4b WALLI ,y, WALL TO BE REINFORCED \ rQ - - --- -- -- _ / J wa�°ae�w T.O.WALL APp pQ .- - Oy STONEWALLTO &. ifo of 76601 - el'FjPFOx55 \ Fe�U �` ._ / 'o / \.�—BE REMOVED °'�be^eabl'pasBi�sh�i : 85'- (; gTOe�sf �� b, / '8; °j 6° on e� 9T SS QA )yam £MA y7N' - ' PROPOSED PATIO O^l1b 0Oa'�''O % � ��OeF�sf Q �T7�lck TA/lV NON / �- cry koho°0d°P?y \ ,19� �`e \ £C'£T£QIP ptr1 'o eo9 Y o'o� �•�e \ PFD q�'� `G T.O.WALL 1 aio;^o'ha��chCo7 �\ \FCF1FNO 4'WIDENON- URF, o g p 2; T O 1 �� 83'-0" PERMEABLE PATH BASEMENTCMU 8Jr "° key/l 04;q 6 Sa \ \4TiO�l4 �T\ /• \ --� `h WALL TO REMAIN l� DISTANCEFR�MBLUFF EDGE TOSTRUCTURE COASTAL EROSION r COASTALEROSION I v; / -�'- ° HAZARD LINE o W/NEWPROPOSED4' �' i D \ \ AFTER REMOVAL OF DECK ? o, POOL FENCE ABOVE HAZARD LINE J/ \ ' ` F TO.DECK - DISTANCE FROM BLUFF EDGE TO / EXISTING CONCRETE PATIO' PROPOSED i/ it TT.O.WALL J / r c D ?� i I TO BE REMOVED _ LAWN STEPS �g��%' 92'-6• // ¢�;�-lb 92'-6" 2-� EDGE OF EXISTING DECK QO&:T PROPOSED! - r �`•��`o r Q QO DRAIN INLET PROPOSED 12"HIGHo �a�A AS GARDEN WALL i/ \ PROPOSED SELF ���o \ ro �`�e / PROPOSED PROPOSED 4' i C/ \., SUPPORTING STEEL STONE STEPS °�e,a6y�g of e. PROPOSED ON-GRADE s o a dsr +' , J �\ EXISTING SEPTIC TO BE ABANDONED POOL FENCE /�\ GRAVEL PATIO RETAININGWALL 94 �; boat�wq,"%eo? 45g p FF ` a'a �wif o�°'mr SPF PERSCDHSTANDARDS. EXISTING BRICK PATIO / \ 5 Q90 a e0j5a aarh�°y7oy Ota \ POOL HOUSE TO BE CONNECTED TO N.o R 'o se �� �. a WESTERLY HOUSE EXISTING SEPTIC. " TO BE REMOVED ' le \rro' 'p-o COASTAL EROSION q� / 4 r��a \ 920Lt^y ryy PROP.OUT OD OR, f HAZARD LINE ` Q PROPOSED SHOWER \eCU F �/ SgtP�g9 g a ` DISCHARGED NE SFTB / EXISTING 1&2 STORY HOUSE / 1`ot��e TO SEPTIC _MAIN i PROPOSED PROP.WOOD tiT.O.WALL' y T.O.POOL COPING ,__ _ < SEPTIC PUMP ' \ ` qC/� �,\ TOS 06.3 ��- �]_ — ;� RETAININGWALL DRAM ND LET 100'-0" b yS_0— —..T ( BASIN �TTO.WALL PROPOSED SELF \ r ' \ ;�EXISTINGCONCRETE EXISTING ASPHALT DRIVE SUPPORTING STEEL STAIRS TO BE REPLACED ` TO BE REMOVED 10,-0• fI RETAINING WALL SET IPRONSANDAVERS \ \\ \ PROPOSED PROPOSED WOODTIE/ PROPOSED UNDERGROUND ��^ DRAIN INLET- p \� ` ` GRAVEL STEPS j PROPANETANK J `� ` _ _ RYALL SHERIDAN ARCHITECTS 174 STH AVENUE,SUITE 300 EXISTING BLOCK `1 NEW YORK,NY 10010 RETAINING WALLTO II REMAIN BELOW GRADE `s 1 PAVERS SET INSANO ; �> X� E /-•� / PROPOSED 646-809-4343 www.ryallsheridan.com EXISTING OUTDOOR , •' \ - -,, �LO. POpO'��NGE/ DRAIN INLET SHOWER XISTING SEPTIC .�' - _ --___ I -_-_--_ POOL 0� ✓ r I KT RE �' --� ___ " ,0" DW ' PPO / \ GiP�� '___ - -' 1 • _ _ ".'-''' \°00000 i .•PROPOSED ; \e�- PROJECT#: 1804 DRAIN INLET., ` / C ED A III / EXISTING UNDERGROUND ) .\\•.CF ,\ / \� C A Q I\ PROPANE TANK TO REMAIN DRAWN: NC \pA S.RYgI ti EXISTING BE / PROPOSED WOOD TIE \i GRAVEL DR J \ i RETAINING WALL REMOVED is 8� 1 I J / ( { CHECKED. W R PROPOSED ✓ - J I (I I ` PERMEABLE GRAVEL DRIVE EXISTING LEACHING F c QO(I^O y DATE: 07.08.2021 q �o. 0150A� POOLTOREMAIN q' '9 �� f<� �• �� OQ JUL 1 4 221 ; +i, 1 a �` �•� SCALE: 1/16"=1'-0" PROPOSED SITE PLAN N SITE PLAN GU2 1 ASTLEY HOUSE SEQUENCE OF CONSTRUCTION SWIMMING POOL ORIENT L QA�n c� SITE PREPARATION V�-7 1. INSTALL WIRE-BACKED SILT FENCE AND HAY BALES,WHERE NECESSARY. YQ (� 2. CLEAR VEGETATION IN AREAS OF CONSTRUCTION AND CONSTRUCTION STAGING ONLY. uOvp,D CLEARING ON NORTH SIDE OF EXISTING HOUSE TO BE DONE BY HAND-NO VEHICLES. ��VV 3. INSTALL COMPACTED-GRAVEL,STABALIZED CONSTRUCTION ENTRANCE. RETAINING WALL REINFORCEMENT REVISION DATE 1 THE EXISTING WOOD TIE RETAINING WALL TO THE NORTH OF THE EXISTING HOUSE ON THE EASTERN PARCEL IS TO BE REINFORCED AS FOLLOWS: ISSUED FOR PERMIT 05/07/21 1. HAND DRIVEN SCREW PILES TO BE INSTALLED BY HAND AT A DISTANCE OF 6'FROM THE ISSUED FOR TOWN TRUSTEE REVIEW 05/28/21 `--- RETAINING WALL,ON THE LANDWARD SIDE OF THE WALL @ ROUGHLY 10'ON CENTER. REVISED FOR TOWN TRUSTEE REVIEW 07/08/21 1 ��--_ 2. 2'DEEP TRENCH TO BE DUG BY HAND BETWEEN EACH SCREW PILE AND THE RETAINING WALL. --� 3. INSTALL TIE RODS WITHIN EACH TRENCH TO TIE THE SCREW PILES TO STEEL PLATES ON THE _ WATER SIDE OF THE WOOD RETAINING WALL. \ \ DEMOLITION \\ 1. DEMOLISH PORTION OF EXISTING HOUSE.MACHINE ACCESS TO BE ON LANDWARD SIDE \ OF EXISTING HOUSE ONLY.DEMOLITION CARRIED OUT ON THE NORTH SIDE OF THE HOUSE \ TO BE DONE BY HAND. \ 2. EXISTING SANITARY SYSTEM ON PARCEL 2 TO BE REMOVED/DECOMISSIONED. \\ 3. ASPHALT DRIVEWAY ON PARCEL 2 TO BE REMOVED. \ 4. ALL DEBRIS REMOVED FROM SITE. CONSTRUCTION �- 1. INSTALL HELICAL TIEBACK ANCHORS TO STABALIZE EXPOSED BASEMENT FOUNDATION WALLS.INSTALLED USING HAND-HELD MACHINERY. 2. INSTALL SELF-SUPPORTED STEEL RETAINING WALI SOUTH OF PROPOSED SWIMMING POOL. 3. EXCAVATE TO POOL TERRACE LEVEL.STOCKPILE EXCAVATED SOIL ON SITE.STABILIZE SOIL \ _---- STOCKPILE WITH TEMPORARY SEEDING. 4. CARRY OUTHOUSE RENOVATIONS/CONSTRUCTION.NO MACHINERY ON NORTH SIDE OF HOUSE. 5. EXCAVATE FOR SWIMMING POOL.INSTALL FORM-WORK FOLLOWED BY CONCRETE INSTALLATION. EXCAVATED SOIL TO BE ADDED TO STOCKPILE. 6. EXCAVATE FOR AND INSTALL DRYWELLS,SANITARY AND UTILITIES. 7. REDISTRIBUTE SOIL ON SITE FOR FINAL GRADING. 8. INSTALL PERMEABLE GRAVEL DRIVEWAY/PARKING,WALKWAYS. 9. REVEGETATE ALL DISTURBED AREAS INCLUDING MIN.10'WIDE NATIVE VEGETATION BUFFER ALONG BLUFF EDGE. 10. REMOVE SILT FENCE ONLY ONCE VEGETATION HAS BEEN ESTABLISHED. 0 o LEGEND W0 0 PARCEL 1 m o PARCEL 2 LIMIT OF DISTURBANCE/SILT FENCE 00 ~ z W _ Z5 J Cr F W 0 J Z 0 F- CD X w p � I P 1& 701r \r\pFe /' `FFR EXISTING WOOD TIE <</Fh•/ RETAINING WALL \ F -17 CFS O,c �` AO,� EXISTING WOOD-TIE RETAINING WALL TO BE / 10F REINFORCED.SEE DRAWINGS 2&3 ON THIS \ SHEET AND CONSTRUCTION SEQUENCE �` (1 85 DESCRIPTION ABOVE. \ COASTAL EROSION HAZARD LINE _ - - p'tip�� OUTLINE OF EXISTING HOUSE AND ——_ ���, / NO �9C�` ) DECK TO BE DEMOLISHED / \ \ WIRE-BACKED SILT FENCE \ / ti0 F�'O��` / \\ STEEL PLATE ON WATER LIMIT OF DISTURBANCE a \ /o \ /o > SIDE OF WALL 602sf portion of existing / v bstory dwelling structure to WIRE-BACKED SILT FENCE r ovatedandconverted \ TIE RODS WELDED TO \ LIMIT OF DISTURBANCE T 94 OJT NZ, `\ to one- SCREW PILES&STEEL PLATE / \ structure(w/ bath)over � cL, existing garage/bent to FRF n \ HAND DRIVEN SCREW �i V 0�,cO O FFL93 \ PILE @ 10'O.C.APPROX.COASTAL EROSION HAZARD LINE 14 �21 2 \\ \ \ \ ._ / EXISTING I&2 STORY HOUSE Y/ O!u TuaY(1 Fill 106.3 ,—' �\ `` `� 8r f °tppR PROPOSED SELF ' SUPPORTING STEEL RETAINING WALL REINFORCEMENT PLAN RETAINING WALL '.` 1/16"=1'0° RYALL SHERIDAN ARCHITECTS 'r __ 174 5TH AVENUE,SUITE 300 NEWYRK, NY 10010 -t N �G�O P , 646-809O 46809 4343 www.rryalisheridan.com _ g( --- --------- O14! • SOIL STOCKPILE LOCATION /" `s: �VG R EXISTING WOOD TIE PROJECT#: 1804 4 i RETAINING WALL _ F%ED 400 STEEL PLATE DRAWN: NC ��U �pM S. RYq� J CHECKED: WR >F WIRE-BACKED SILT FENCE LIMIT OF DISTURBANCE ' QOPO DATE: 07.08.2021 9�, X0. 015040 P M OF' EW '10 G SCALE: 1/16"=1'-0" V` TIE RODS HAND DRIVEN SCREW PILE @ 10'O.C.APPROX. CONSTRUCTION METHODOLOGY PLAN RETAINING WALL REINFORCEMENT SECTION (: 3 "NTS N CONSTRUCTION METHODOLOGY PLAN A 003 1 DiSalvo, Diane From: John and Nina Winter <johnandnina@earthlink.net> Sent: Tuesday, July 13, 2021 9:15 AM To: Cantrell, Elizabeth; DiSalvo, Diane Subject: Letter&Attachments for Trustee Hearing July 14, 2021, Applicant: Astley,460 &320 North View Drive, Orient Attachments: 7-13-21 re Astley, letter& attachments to Trustees.pdf Dear Ms.Elizabeth Cantrell and Ms.Diane DiSalvo, Please find attached my letter including attachments(1 PDF)for the attention of the Southold Board of Trustees. Hearing date July 14,2021,Applicant: Astley. We would appreciate if you can place this into the file to be addressed at the public hearing. Thank you very much. Kind regards, John Winter ATTENTION: This email came from an external source.Do not open attachments or click on links from unknown senders or unexpected emails. ' EC EVE J111_ 13 2MI Southold To rr P .,rd of 1'ru«ut:fes John and Nina Winter RE C � � V IE 590 North View Drive D) PO Box 550JU L 021 Orient, NY 11957 , e: johnandrainaearthlrrgne# Southold Town Board of Trr tel: 631-323-3733 July 12, 2021 Board of Trustees Town of Southold Town Hall Annex 54375 Route 25 PO Box 11879 Southold, NY 11971 Project Description For: Martin Finnegan, Esq. on behalf of CHRISTOPHER &AMY ASTLEY; LOCATED: 460 & 320 North View Drive, Orient; SCTM# 1000-13-1-5.2 &6. For a Wetland and Coastal Erosion Permit Public Hearing for proposed project: Wednesday, July 14, 2021. Please have this letter and exhibit attachments become part of the proposed project record. Dear Honorable Glenn Goldsmith, President and Board of Trustees of Southold Town, Our names are John and Nina Winter and our bluff front home is directly adjacent and westerly of the two subject properties. Our concerns regarding this extensive proposal is strictly regarding the bluff's fragile nature to any construction induced disturbance, vibration or demolition. The Coastal Erosion Hazard Line cuts directly through the living room of the easterly house (320 North View Drive) and the Top of The Bluff is a mere 10 feet from the structure's NW foundation corner. Demolition as proposed can pose a potential danger and liability to the bluff's stability as well as to physical injury, property damage and Winter to Southold Board of Trustees applicants:Astley July 12,2021 page 2 collapse. Consequential lateral bluff collapse peril can affect our adjacent property and personal safety. EASTERLY PROPERTY HISTORY (320 North View Drive): New York State Department of Environmental Conservation issued a permit (number 1-4738-01475/00001) on January 3, 1997 for the purpose of erosion control and construction of a retaining wall. The new retaining wall was to be located at top of the bluff. The existing retaining wall was to remain. Board of Trustees, Southold Town. 2006. Partial bluff collapse due to heavy rains and storm. Application letter, site photos and Existing Site Conditions documents had been submitted to Southold Town Trustees for approval of mitigation efforts. Copies of the above available upon request. Exhibit A: Aerial photo 2018 showing condition of bluff at edge of easterly structure for consideration of the following issues and requests. CONCERNS REGARDING APPLICANTS' DEMOLITION PROPOSALS ON EASTERLY PROPERTY: Exhibit B: Per proposal drawings and descriptives: Easterly structure, 842 sf basement slab to be removed. Bluff facing CMU (concrete masonry unit) wall to be removed down to first course (appears to be below grade). Each demolition is seaward of the coastal erosion hazard line and very close to the top of bluff. The proposed project's drawings mentions by a small footnote that some areas will have the demolition process done by hand. That is commendable. Neither the Environmental Scientist or Professional Engineer reports' address or assure that induced ground vibrations (jack hammers, concrete power saws) could not loosen delicate bluff soils seaward of the CEHL. Therefore we request that the Winter to Southold Board of Trustees applicants:Astley July 12,2021 page 3 applicants discuss utmost demolition safety protocols with the Trustees and consider the benefits of supervisory and operational direction of an on-site professional engineer during the demolition and removal of the basement slab and CMU wall. In regard to any issued permits or final determination we respectfully propose to the Trustees, for both the safety of the bluff and project, to consider prominent language stipulating that additionally both the basement slab and basement wall are to be hand demolished and removed under the direct on-site supervision and direction of a professional licensed engineer. And as stated in the proposal's footnote, all machinery or vehicles shall not exceed the drawing's designated confines while working at or near the bluff. The applicant's plans to relieve the neighborhood from the dilapidated house to the east is much welcomed. We ask our neighbors to carefully consider the benefits of engineering these specific aspects of the demolition so deep in the ground near the bluff's edge. We also ask the Trustees to language any determinations so that compliance is understood and mandatory. Thank you very much for your considerations. Respectfully submitted, John and Nina Winter how; I \ �� \\_ \\\moi�\\\\�\\\\�, ��. .::�\\�, •.��. .�� \ .��\�\\ \`\\�\\\\ � �� \\,�- \\ \ ` Aerial M shmkmg conditionbluff bass _in tune S.C.T.M.# DISTRICT: 1000 SECTION: 13 BLOCK:1 LOT: 5.2 & 6 sOUND NG ISLAND LWAY*--_ N �x•08 •� o o� S 89'26'32" E 133.81' rt .._.._.._.. �une a«b Awwwor MW ft„X wm me or s O `O O F'Z o `er PARCEL 2 0 OR so` 0� �� •.•� _ISI- // // \\\ \ ._._- \\ PARCEL 1 _=;; \\\ 7a \\\\ �'�/i/�-'� ,`�-''. ' Feu �`\ \ \\\\�,,.•_ ----- \� �•�`� ---- �\ \ ................. —�+tea aw•„ go r. rw.t, \ i ass ° / // / // / // // ,-//�• // / /'' � ! �' :::; •:::;.;: 92.8:::•:::•::::::•::::;:•:: :•::• ! Jp• ........................g H \\ 300'* XAM ALZ so acs ea•/ / / / / / / / _ �� \\ �\ \ `\ \\\\ \ Xjm / / / / I �\ \ , t5• 1 `,\\ \ //! >k� x�+P }t ago .'�: •'�:�: ` 'O' '� vo UNE ! 1 / / . . ; S, ,\\\ \ / z�! / f. !..:/•. °, COASTAL EROSION HAZARD / / \ \ U4 \cam / z� t / �..%.• / AREA YAP I / `..:•::. : \ PN07o Mo a r t9 OF 49 1 1 I 1 �f ;`:::te,•... ::::::, \\ \� \ \\°'�\� m.I / ;:;:!:4.z ,: <:`:: : : ::,. sme \ \ ` III I I x `l• I /°/' a/ 1 / 1 x.,mp c' +� 'as`3 .� ...?� \ 1 1 I t I t t /// �/ e"•8 �I /�� ID IMt JUN 2 4 2021 o °i`: �`�/ \, / I \ pb 1�. : ' �� / BUILDABLE AREA • x —�S ! `"''::::� "o LANDWARD OF X-- s, /fib ! `l: \ 1'�$' / COASTAL EROSION LOT COVERAGE wcao % `gym ! t! \ \ HAZARD UNE BASED ON BUILDABLE LOT AREA n, f T; sa,.ex10�� �•' e • PARCEL 1 12.589.3 SQ.FT. EXISTING HOUSE W/COVERED PORCHES: 1933 S.F. or 15.4% Qt �fLP. I 1 �, / 0.29 ACRES CONC. PATIO: N/A to \x\ x �t a // .../ 1 1 119 / \ / PARCEL 2 5,585.4 SQ.Fr. EXISTING HOUSE W/DECK: 2395 S.F. or 42.9% d 8 I \ / �g• q9 0.13 ACRES ASPHALT DRIVEWAY, CONC. WALK: N/A i Mme was \— -- •w / / 18.174.7 SQ.FT. anu 9.:• " 4328 S.F. or 23.8X to. I x1w // 1 / TOTAL 0.42 ACRES / '�-9 THE WATER SUPPLY, WELLS, AND CESSP jwx 5 8�•p09a/ •' • ,ao x / LOCA77ONS OWN ARE FROM nELDLLS OBSERVAA77ONS� 102--- :- 8 �;s�` AND OR DATA OBTAINED FROM OTHERS. :,::.. '.. •:xp w` �'G^ Roj / AREA: Y ELEVA ITON DA IUM: pppEOi • :;> x ' • ' {, �R�� \ UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY/S A VIOLA71ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY r l MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN • • • lv `� ONLY TO 774E PERSON FOR WHOM THE SURVEY/S PREPARED AND ON HIS BEHALF 70 THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON 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, ADD17IONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: CHRIS & AMY ATSLEY, MAP OF: FILED: SITUATED AT: ORIENT TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 19-11 SCALE: 1"=30' DATE: FEB. 25, 2019 PHONE (631)298-1588 FAX (631) 298-1588 N.YS. L/SG NO. 050882 maintaining the records of Robert J. Hennessy do Kenneth Y. 1loyehuk S.C.T.M.# DISTRICT 1000 SECTION 13 BLOCK 1 LOT 5.2 & 6 ONG ISLASO-�Lgoo$ 5�...' N � o O: S 89°26'32" E 133.81 ' _ TIE LINE ALONG APPARENT HIGH WATER MARK TOE OF SLUFF TOE OF SLUFF• ELEV 8.0# 2 fn OJ VO OJ J OJ O. o ' x � O PARCEL 2 G� G ��` �� PROPOSED IO WIDE OL N 64-• : \\ NON-TURF BUFFER PORTION OF EXISRNG 0 Z W 66'' -.=\\\\ PLANTED WITH NATIVE VEGETATION 1 STORY HOUSE-1, 'Z IVIBASEMENT TO BE 68- _ --- - - - VA 7y" '--'� i/i/ \\ \\ \ - - - `~ O TO/%STORY POOL-HOUSE PARCEL 1 �s _= / \�\\\\� _ �,�0 w 6 -- - .,� g0` - -- '� y x x'�x X x \\\ 12"HIGH PORTION OF- _ � �s x x x x x x\ \\\\,FOUNDATION WALL TO REMAIN' •� x� TW 85.0 x X x x x X x X x X \\ ``( ) - -- - \\ o IXISTWG SANITARY TO BE 71j x x x x \ -� .> i86_ \ e t+Me w�y\� x 13y2� x x X x x x k '- - _ �?ABANDONED AND BACKFlLLED ,88_ rw.90.5(TOaraN) o_xy x x Sx x x ` - - POOL HOUSE TO BE CONNECTS 90 A \ x x x x W O R-Y, x x x'.,x.. O00 ` `` _ \ T 1v,21.1Y x X x x x x �D O fcK x x x X o - -- 'JO b(SANITARY SYSRTEM LY USE / i x x ^�x Af _ Q x x I x x c°,x x i x c x x"xr� x 40. xT .. x 94 Way xxxxi�x �xX X X6•x x x 963 - x x x x� x x � X x X X x x x x liy r x x x I STO OF al x x x c x R1 FR iii164• Xx x x / / / x x fx x xc x x O� NG 0��MF, o,i ii Q x x gx \ \ N > O T w X r W : x x x x l SLC( MOLHtD' h/�v i i -Po/Pljn,, x�x / / // / / / // / x8.w 24 Z x x 1� �\ i'�'/ uu�/i _// '��`�a►Y Ole' x x 1 8ia4 &W `Za // / /// // /�•��// //// /�� VXxxX x x'925 / p \�� i/ i/� ""SCC/ YANG xx x xx1x-X/Fc \ \ / // / / / / / / / / k=X oti �•K X ROP, i i - R£hr0� TO Bf= Mx x x x / / / / / / // ��' / // �Jx x ti�x X x x q H XI xj \' / / / / / / / / / / / 0xc x x x °J� x x :k x PROPOSED -r�-A. - - x /D x x x / / / / 1 x x x x pW W\ ° x x o STONE PAVING == 4 9? x xy x. x x / / / / / / -- oN ti 6_-_-h j/ // / /// / �x x x x x x 6' k �yY ,>t,-Qb Sys SET IN SAND -GFS UNp N TO �isry x X / / / / / / / / // / x x x x x x ep 'i x x O 9(8 _ _ 8¢O - F f R fT OR�/G x B2 Z x �ILZ / / / / / / / / x x x x x x� ?3 , M A'f1Yq x x / �- x X x x\k - RfMo, 6=_ x aYQ°Yf0-v f' x ,. Sp // // / //// / / / x x p x x2 \o \ PUMP CONIROI PMIEL - x x x X""4 1gVbR, x 9 / / / /// / / x x\X x x X v X x a S \ \\ \ ♦♦ PROP. - - x x x xf Y x x x X g00 .i / / / / / i x 4 Ott- C\ \\ \ \ \\ \ OUTDOOR SHOWER x x �ic x / x x x `R�/ x \ NI(L \\ \\ "��.\ O COK x x 6 ) x ' x \ \ \ \ \ \ \\\\ "ham`. srEPsme� / X x x c \\ \ \ \\\ \\\\\\\ T- .� Xm x X APPROX. 5500sf, MIN.10' / / X N to \,' 101, p \ \h \\\\\\ --� >•°> x x , 1` // l NON-TURF BUFFER TO BE 8$ x x/ x g� �, x \�6• MAINTAINED/PLANTED W/ NATIVE x X x/ x X x�< X x x/k X x X x x x x X X \ is�• \ c `'\♦ x X VEGETATION fOVNO p%9 X AC X X ) x X,vjc x X x X�c X X x X X \\ \\ Y' \\ � ' 0 NO / X pr ��/ / ( �Z.,• X x x x x wq•S�N a. + { o moo*,'Aft/0Ow �O RSC RY COASTAL EROSION HAZARD UNE / / / ¢ ro1_� i \ \\\\ t$ s ;� 'v .... ..:.. LP GAS COASTAL EROSION HAZARD AREA MAP / • PHOTO No. 47-655-83 SHEET 19 OF 49 , / tOBX �s UN?�'\ \\ \\ , X l,,n' / X=// •' 0ti : '� &Oct .. ........................ .. \ x .......... fTO FR 4� o l / . 7� RfMgf:.:...,:.^ Inr� ......K2 �D I , . PROPOSED DUPLEX PUMP BASIN, .z,'Z"z / / / / f05.0 :>>•�.::.:.:::::::::::.:.:,..�? si:' � °' �ZBB ' GRAVITY FEED IN FROM POOL HOUSE 9 OYER p ...:'r 103.8 i l ' I I Q I� • d + . N O.f*. Fl R 7:.'...... ��o...?FO. 4'POOL Sof CA , a �� ►�: +� :.�/: •a / :....:.:..:.: PT PC ......... 1000 GAL SEPTIC TAN fp ! '12" PUMP LINE TO BE MINIMUM 10FT FROM DRYWELLS \ f ' ' ''.'a S 103.2 S T ` XOJ.B l�k I ' t 93 \ AND 5FT TO POOL, LINE TO ENTER EXISTING SEPTIC t ZO 4 :''gi °f Q TEPP / k d Na TANK AT SAME ELEVATION AS EXISTING WASTE LINE FROM a •+. / HOUSE 4' Pool SECURITY FENCE w/GATE x X C.ApF9� rn NIT 104.9 xc D DECK 0 ^9A d::���• / �A y \ SHOWER 13 EXISTING OUTDOOR SHOWER I \ o x' j-PROP X /�L. A. uk o I � 104.9 �� ! � p� � � �' X.;= � .�40 c�J VA P c��E� x 103.2 `moi �`�/ :l. EXISTING PUBLIC WATER SERVICE LINE TO REMAIN, NEW SEPTIC LINE TO CROSS OVER WATER DRIVEWAY Cj /W5 a �� LINE AND BE SLEEVED TNRU 20FT LONG 4" SDR PIPE CENTERED OVER WATER LINE 102.8 x $���O$ Sto gy •! x,100 X837.;i / x X x X x X NON-TURF BUFFER TO BE �N: x x x MAINTAINED/PLANTED los- WPc� " '.� W/ NATIVE VEGETATION • d+ •: .'� '+' " .. 'X 101:41 � AD) • EDGE OF PAVEIAENT •. +' p0, ._ to0.7oX � L • '° "R' T • ',• ' •,. • ' � O i V .•.ice LOT COVERAGE CALCULATIONS . �.. :�____._ .. ._._.-.�_,�_�_� � •,,,�� EXISTING -. BUILDABLE AREA JUL - I � EXISTING 1,000 GALLON SEPTIC TANK AND 8X12 LANDWARD OF EXISTING LOT COVERAGE BASED I LEACHING POOL \ COASTAL EROSION ON BUILDABLE LOT AREA -J HAZARD LINE PARCEL 1 12,589.3 SQ.FT. EXISTING HOUSE W/ COVERED PORCH: 1910 SF. OR 0.29 ACRES 15% EXISTING CONCRETE PATIO: 347.8 SF. R 2.8% PARCEL 2 5,585.4 SQ.FT. EXISTING HOUSE: 2078 SF. OR 37.2% 0.13 ACRES EXISTING DECK W/ STEPS: 352 SF. OR 6.3% EXISTING ASPHALT DRIVE: 903 SF. OR 16% PARCEL 1 34,458.10 SQ.FT. TOTAL 18,174.7 SQ.FT. 5590.8 SF. OR 30.7% 0.79 ACRES SANITARY DESIGN SUPPLIED BY 0.42 ACRES PARCEL 2 24,187.41 SQ.FT. (D ARMUS SEE DETAILED PLANS ENGINEERING 0.56 ACRES ( ) PROPOSED AREA: 58,645.51 SQ.FT. or 1.35 ACRES TOTAL ELEVA770M DATUM: NGVD1929 BUILDABLE AREA UNAUTHOR/ZED ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA71ON OF SEC77ON 7209 OF' THE NEW YORK STAID EDUCA77ON LAW. COP/ES OF THIS SJRVEY LANDWARD OF PROPOSED LOT COVERAGE BASED MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHAL, RUN COASTAL EROSION ON BUILDABLE LOT AREA ONLY TO THE PERSON FOR WHOM 7HE SURVEY/S PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77CN HAZARD LINE LISTED HEREON, AND TO THE- ASSIGNEES OF 774E LENDING INS777UT70N, GUARANTEES ARE NOT TRANSFERABLE. EXISTING HOUSE W COVERED PORCH: 1910 SF. OR THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO 774E S7RUC7URES ARE FOR A SPEaF/C PURPOSE AND USE THEREFORE THEY ARE PARCEL 1 12,589.3 SQ.FT. 15% NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS 0.29 ACRES PORTION OF PROPOSED POOL: 87 SF. OR 0.7% AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SUPVEY PORTION OF EXISTING HOUSE TO REMAIN: 602 SF. OR PARCEL 2 5,585.4 SQ.FT. 10.8% SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: CHRIS & AMY ATSLEY; 0.13 ACRES PORTION OF EXISTING HOUSE TO BE REPLACED W/ MAP OF: DECK OVER BASEMENT: 340 SF. OR 5.3% REVISED 06-30-21 PQRTIQN OF PROPOqFI) POOL7 703 SF, OR 12.6% FILED: REVISED 06-17-21 REVISED 08-28-20 TOTAL 18,174.7 SQ. FT- 3642 SF. OR 20% SITUATED AT: ORIENT REVISED 12-03-19 TOWN OF: SOUTHOLD REVISED 11-04-19 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 11831 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS FILE # 19-11 SCALE: 1"=20' DATE: FEB. 25, 2019 N.YS. LISC. 740. 050882 PHONE (831)298-1588 FAX (631) 298-1588 AND OR DATA OBTAINED FROM OTHERS LOT COVERAGE CALCULATIONS 4 olvn EXISTING PROPOSED /S \\\\\ CATEGORY COVERAGE SF ( ) COUNTED IN LOT COVERAGE CALL. 'trO West House COVERAGE(SF) COUNTED IN LOT COVERAGE CALL. \\� Conc.Patio 1910 ✓ 1910 .90t/No Stone Walkways 347 / ✓ \�\ Gravel Patios 214 320 Proposed Swimming Pool 681 Proposed Spa 719 ✓ ✓ Wood tie+gravel Landscape steps 1913 78 East House(to be converted to pool house) ✓ 85 Asphalt Driveway 625 602 ✓ Conc./Stone Stairs 115 ✓ - ,` Conc.Walkway 157 94 ✓ `�` Wood peck along north edge of house ✓ 532 ✓ Wood Deck over onion of existing basement _ = Stone Patio in sand 267 ✓ 388 COMBINED LOT COVERAGE COMBINED BUILDABLE AREA (LANDWARD OF COASTAL EROSION HA7ARD LINE) 5599 3670 COMBINED%LOT COVERAGE 18,174 18,174 31 20 LEGEND NON-TURF BUFFER TO BE MAINTAINED/PLANTED W/NATIVE VEGETATION EXISTING CONTOUR """'•'"......• PROPOSED CONTOUR �_— 0 W O W H PARCEL 1 � U. m o PARCEL 2 00 W Z Z 5 J W 0`S 64\ 0 O 66\ CL p 68, \\ \ _y 70 \\\ 72 74 -WOOD TIE RETAINING_! -- ---- �/ / -- _ ---__- ------_ ; \ 84 _ WALLTOREMAIN__� '/ ------ -- -_j� PROPOSED \ DRAIN INLET._ i- `\ ,�` \ \ \ ' -- -- — - -94—-- BASEMENT CMU WALL TO BE T 4 I \I \ --- _ —-- -- -'95� REMOVED DOWN TO FIRST COURSE w \ \ \ - - ---- - _ 96�' \ BASEMENTCMU WALLTO REMAIN \ -�OUTLINE OF \ \ J� / / ----—— - ---- - Oli Bw� 1 O REMAIN CK WALL B `C EXISTITO BE NG DECK / -—_- -__(O A? \ WOODTIE RETAINING \ \ e 4Pp� TQpQF d°°c}°^ooh \ ' WALLTO REMAIN �FFFH CSS e�(� / \ 02 / / /� N '°°°h`000� TO.WALL \\\\���I / WiNqOa, /N/Nro \/ / _ `\ \ STONE WA LTO %h 6°%,6 N, sr 85'-0 BGo 0q (� l ly 9T i \ ` BE REMOVED °a^°'h r e°9 f Ot F�FC r O - °.? , of k h T S \ \ \ ^� \ T i °�r /°O °6oay / j Fp ✓, / \ \ ( / 9 PROPOSED ON- RADE asp rsrk!ir y ° °lt \qTj ( \ \ GRAVEL PATIO °f�iY° �oii 'oy OF`19 .r0• ��/ \ \ \ \ °'a:sr '74C'1'°a f, FGgiY Y F� \ T.O.WALL / \; \ _, !•� 8$ "9 n cbo M B 6?F001 y'-..—_ .� 4'WIDENON-URF, BASEMENTCINU Norte°°rso G 83 0 PERMEABLE PATH COASTAL EROSION /� / / ` 0 6° OYW..9r / / / / ° �--- N COASTAL EROSION \ �q 1 WALLTOREMAIN 'r7 \ HAZARD LINE / c Q \ HAZARD LINE \ p W/NEW PROPOSED \ /o �O 1STANC�FRIM BLUFF EDGE TOSTRUCTURE SAFETYGUARDRAIL a / �`��caaoa /j \ `AFTERREMOVALOFDECK I I / EXISTING CONCRETE PATIO �h I ~\ PROPOSED \ \ I \', T.O.WALL TO BE REMOVED 9 '-6• - k a eF 0.DECK \ / ` f LAWN STEPS \ i I \� o oc o -DIS FROM BLUFF EDGE TO 82'-6" rye / EDGE OF EXISTING DECK PROPOSED 126HIGH / / // \ \ I PROPOSED \ DRAIN INLET /MASONRY GARDEN WALL/ / PROPOSED 4' / \ t \ \ 9 °y \ POOL FENCE / // PROPOSED ON-GRADE \ , I ' SUPPORTING STEEL \\ STONE STEPS \ amQ`0a+� / �\ GRAVEL PATIO \ \ \I RETAINING WALL 94 o�shoesr°o'gerf°+�s EXI3TINGBRICKPATIO / ` \\ 1 I \ 5 �_, ` A\ gay '�ie°e4° o, ��A�OOFF� ` EXISTING SEPTIC TO BE ABANDONED TO BE REMOVED I ��� y I y 90 d ty r o (vQ I I PER SCDH STANDARDS. y0° I �I I"�9i�7 e�h a°j� oO NOS I l POOL HOUSE TO BE CONNECTED TO SON F�s� '�°°r�e,I ,`� I WESTERLY HOUSE EXISTING SEPTIC. $O, / / / I j. tO006 COASTAL EROSION ' U/C / /s^ gJ 9p 9 -` PROP.OUTDOOR, / e� / / I �o'g o°� \ /� G�^ ` AZARD LINE PROPOSED SHOWER �. ISTING I& TO YHO SE I \ /� 113 cete9�gpa' `j4 4 DISCHARGELINE Dw TOREMAIN �� \ T.O.WALL` .i� j TOSEPTI G / .......:. / FFL 106.3 \ 100'-0" \ vo /TO.PbO COPING _ _\���(r—SEPTPC PUMP \ RETAINING WALL 1'.•: `�� \ \ PROPOSED T.O.WALL � ` DRAIN INLET / \ PROPOSED SELF 10'0• / � SUPPORTING •�'� •'" `� ., \ 18\ RETAINING WALL \ ` PROPOSEDPAVERS / ' \EXISTING CONCRETE; \` EXISTING ASPHALT DRIVE / I STAIR TO BE REPLACED TO BE REMOVED / ' \ \ \ 4 SET IN SAND �-7 / PROPOSED 4' \ \ \ - / PROPOSED POOL FENCE PROPOSEDWOODTIE/ _ l PflOPOSED UNDERGROUND' DRAIN INLET^ \, , GRAVEL STEPS ` ! 1 / � / v �, i� I -_•�- � i � .�%•� PROPANETANK 1L y.. DW .... EXISTIN �\ RETAINING WALLTO / \ J� / REMAIN BELOW GRADE ISTING OUTDOOR \ \ PAVERS SE�IN SAND 1- ' :�:, :..PROPOSED 4' / r SHOWER \ \ / / POOLFENCE-� /' PROPOSED / I \ ISTING SEPTIC , `1 - /=_ /_ T.0 WALL, POOL.• DRAIN INLET SO. i TANKTOREMAM _� / ^ . _'� ��-0v / DW • / 1 / 0 r Ism / I PROPOSED 4' / / •.' / f- _.., POOLFENCE / PROPOSIDry DRAIN INLET EXISTING UNDERGROUND PROPANETANKTOREMAIN�\ PROPOSED WOOD TIE /" // / / EXISTING GRAVL�l DRIVETD / I RETAINING WALL /. - / / �� ••�j•- � BE REMOVED/ IPROPOSED 8 - PERMEABLE ( / // / r i '� \ / 8 8S 4_83- GRAVEL 83- GRAVEL DRIVE j` / / EXISTING LEACHING POOLTO REMAIN I \ / 1 8 88 ``O93 92 P 91 90 / SITE PLAN 1/16"=1'0" ASTLEY HOUSE SEQUENCE OF CONSTRUCTION SWIMMING POOL ORIENT 4%0 SITE PREPARATION \\\\ 'S44 1. INSTALL WIRE-BACKED SILT FENCE AND HAY BALES,WHERE NECESSARY. A' ND 490 2. CLEAR VEGETATION IN AREAS OF CONSTRUCTION AND CONSTRUCTION STAGING ONLY. CLEARING ON NORTH SIDE OF EXISTING HOUSE TO BE DONE BY HAND-NO VEHICLES. 3. INSTALL COMPACTED-GRAVEL,STABALIZED CONSTRUCTION ENTRANCE. \ DEMOLITION REVISION DATE 1. DEMOLISH PORTION OF EXISTING HOUSE.MACHINE ACCESS TO BE ON LANDWARD SIDE OF EXISTING HOUSE ONLY.DEMOLITION CARRIED OUT ON THE NORTH SIDE OF THE HOUSE TO ISSUED FOR PERMIT 05/07/21 = BE DONE BY HAND. 2. EXISTING SANITARY SYSTEM ON PARCEL 2 TO BE REMOVED/DECOMISSIONED. ISSUED FOR TOWN TRUSTEE REVIEW 05/28/21 3. ASPHALT DRIVEWAY ON PARCEL 2 TO BE REMOVED. _ 4. ALL DEBRIS REMOVED FROM SITE. CONSTRUCTION \\ 1. INSTALL HELICAL TIEBACK ANCHORS TO STABALIZE EXPOSED BASEMENT FOUNDATION \ WALLS.INSTALLED USING HAND-HELD MACHINERY. 2. INSTALL SELF-SUPPORTED STEEL RETAINING WALT SOUTH OF PROPOSED SWIMMING POOL. 3. EXCAVATE TO POOL TERRACE LEVEL.STOCKPILE EXCAVATED SOIL ON SITE.STABILIZE SOIL STOCKPILE WITH TEMPORARY SEEDING. 4. CARRY OUTHOUSE RENOVATIONS/CONSTRUCTION.NO MACHINERY ON NORTH SIDE OF HOUSE. 5. EXCAVATE FOR SWIMMING POOL.INSTALL FORM-WORK FOLLOWED BY CONCRETE INSTALLATION.EXCAVATED SOIL TO BE ADDED TO STOCKPILE. - l 6. EXCAVATE FOR AND INSTALL DRYWELLS,SANITARY AND UTILITIES. 7. REDISTRIBUTE SOIL ON SITE FOR FINAL GRADING. 8. INSTALL PERMEABLE GRAVEL DRIVEWAY/PARKING,WALKWAYS. �- 9. REVEGETATE ALL DISTURBED AREAS INCLUDING MIN.10'WIDE NATIVE VEGETATION BUFFER ALONG BLUFF EDGE. 10. REMOVE SILT FENCE ONLY ONCE VEGETATION HAS BEEN ESTABLISHED. a JUN 2 5 2021 I O 2 WO PARCEL 1 m o PARCEL 2 00 Z Lu u J w W 02 64\ Z 0 66 Z CL t_n 70 741, 76\ ----- -------95 ZOO/ \ I p.� \ 1 \ r�/f)O.� ///' ,--/'� /-'i--- ��______ — — � l / e•.p /QFC\ \ \ \\\�\ \\\ \��` `�`-\ \\\\ \\ /, � � —� /; / y \•.\ Owe\\ \\\ ��\ �� \ \� EXISTING TIMBER RETAINING WALL \�--- 'r F ?� \ TO BE PROTECTED DURING DEMOLITION AND CONSTRUCTION 85 COASTAL EROSION HAZARD LINE � ---// / / / ' •l / / i \\ \�\—� •—\`-"'\-= \ � � 1� I •' '` �4�s� ••\ \ \�-' �\\�\� \� OUTLINE OF EXISTING HOUSE AND /7"'_—/ �8�' \ \ \ \\\ DECK TO BE DEMOLISHED WIRE-BACKED SILT FENCE I , / Q `sp \ \ \ LIMIT OF DISTURBANCE \ \ \ \ Ik02sf portion o existing 1 93 219 �\. �torydwellingstructureto \ \ \ — WIRE-BACKED SILT FENCE be vrted end converted 94 ory accessory' xesaoryI \ - \ LIMIT OF DISTURBANCE wucture(w beth)overl V 1 95 �F21�'S'gCCcc existinggarsge�b nttol 0 S a reLmeln 0A`rO .F T0 \ IFL'•LI93 V COASTAL EROSION HAZARD LINE EXISTING 1 F 2 STOHY OUS \ ` \ \ \ \ ✓/ / , - / �, ` \ / \/ i/ iFR106.3 \ \ PROPOSED SELF SUPPORTING STEEL\—� / I RETAINING WALL � � � , , .•-•' `_ ` _ ::= °'- " .i,- \� , � RYALL SHERIDAN ARCHITECTS / <` a ' 174 5TH 111 " ',q; ::.::•,N; / I I` �`„ NEW YORK,NY 1 SUITE 300 n '(�o / I , , 10010 GpRVG 646-809-4343 www.ryalisheridan.com NS\NG,pR 12 0 / jj SPG ,\Pg+� o�V SOIL STOCKPILELOCATION /j /; / // / / /,•' ti , — // / /i PROJECT#: 1804 SED A ir Af DRAWN: NC 4i ��� S.R A( ? �� p jam• / / / / / I ��I_-'�-_�•��•r \�� \ / / ,-' / 8 -- / -- %- -- / / / Il i y•./� ' I �� / /%�' /� 8s 8q CHECKED: WR -k >f WIRE-BACKED SILT FENCE I LIMIT OF DISTURBANCE �' V� l�• I /'1 / // 88 W 93 �, i90 89 QQ /r DATE: 05.28.2021 9�, 0. 0 15060 Q� 2 `` E' '40 OR NSW SCALE: 1/16"=1'-0" � I 0 NpRIN CONSTRUCTION UC ON `� � � METHODOLOGY PLAN -� / / � Ch a . N CONSTRUCTION METHODOLOGY PLAN 1/16"=1'0" ASTLEY HOUSE SEQUENCE OF CONSTRUCTION SWIMMING POOL ORIENT 4%0 SITE PREPARATION /844 1. INSTALL WIRE-BACKED SILT FENCE AND HAY BALES,WHERE NECESSARY. NO 2. CLEAR VEGETATION IN AREAS OF CONSTRUCTION AND CONSTRUCTION STAGING ONLY. s��fA CLEARING ON NORTH SIDE OF EXISTING HOUSE TO BE DONE BY HAND-NO VEHICLES. D 3. INSTALL COMPACTED-GRAVEL,STABALIZED CONSTRUCTION ENTRANCE. DEMOLITION REVISION DATE 1. DEMOLISH PORTION OF EXISTING HOUSE.MACHINE ACCESS TO BE ON LANDWARD SIDE OF EXISTING HOUSE ONLY.DEMOLITION CARRIED OUT ON THE NORTH SIDE OF THE HOUSE TO ISSUED FOR PERMIT 05/07/21 BE DONE BY HAND. ISSUED FOR TOWN TRUSTEE REVIEW 05/28/21 2. EXISTING SANITARY SYSTEM ON PARCEL 2 TO BE REMOVED/DECOMISSIONED. 3. ASPHALT DRIVEWAY ON PARCEL 2 TO BE REMOVED. 4. ALL DEBRIS REMOVED FROM SITE. '�\\\ CONSTRUCTION \ 1. INSTALL HELICAL TIEBACK ANCHORS TO STABALIZE EXPOSED BASEMENT FOUNDATION �\\ WALLS.INSTALLED USING HAND-HELD MACHINERY. 2. INSTALL SELF-SUPPORTED STEEL RETAINING WALI SOUTH OF PROPOSED SWIMMING POOL. \ 3. EXCAVATE TO POOL TERRACE LEVEL.STOCKPILE EXCAVATED SOIL ON SITE.STABILIZE SOIL STOCKPILE WITH TEMPORARY SEEDING. 4. CARRY OUTHOUSE RENOVATIONS/CONSTRUCTION.NO MACHINERY ON NORTH SIDE OF HOUSE. 5. EXCAVATE FOR SWIMMING POOL.INSTALL FORM-WORK FOLLOWED BY CONCRETE INSTALLATION.EXCAVATED SOIL TO BE ADDED TO STOCKPILE. - - 6. EXCAVATE FOR AND INSTALL DRYWELLS,SANITARY AND UTILITIES. 7. REDISTRIBUTE SOIL ON SITE FOR FINAL GRADING. 8. INSTALL PERMEABLE GRAVEL DRIVEWAY/PARKING,WALKWAYS. 9. REVEGETATE ALL DISTURBED AREAS INCLUDING MIN.10'WIDE NATIVE VEGETATION BUFFER ALONG BLUFF EDGE. 10. REMOVE SILT FENCE ONLY ONCE VEGETATION HAS BEEN ESTABLISHED. 'I� ' lP'l �J JUN 2 10, 2021 LLI0 o ? a;_cn uj t ri?�•^s cn PARCEL 1 W o PARCEL 2 mo O (3 ~ z Lu 75 J cc W 02 64" (D O 66\ .. z 68 � cn 70 u 7z 14 76 78 ., 82 ,_ \\•\\ \ 84 ,92- 93- 94 Z 9.94 95-Lp II I 1 1 \ 96 \ TOP � Glij \ Fy/CF 0 '�_� \TOAOA_ EXISTING TIMBER RETAINING WALL TO BE PROTECTED DURING DEMOLITION AND CONSTRUCTION C10 COASTAL EROSION HAZARD LINE ` — __ —— I \ •Q _ q� Fss~�� _— O ti4 OUTLINE OF EXISTING HOUSE AND \��. / 9� DECK TO BE DEMOLISHED q WIRE-BACKED SILT FENCE LIMIT OF DISTURBANCE /o 602sf portion of existing \� story dwelling structure to WIRE-BACKED SILT FENCE C F��SCy/ o� d ndcon�ert LIMIT OF DISTURBANCE �� I 6e ate a ed 94 DSC ��� tin garage/ba a/ba ��ver A Done o ecce atrudure th 95CCF o exist gg gmentto remain pCiS,�S/ FFL 93 . \ FO , , I Il � I I ', SII •II � I q I I _ COASTAL EROSION HAZARD LINE Il 'lllll i1111 � I I illlll o � \ � I 1 II�' IXI TIN 2 S G STOfl�HOUB� i I I I I I I I I IFFt106.3' I 11 I I I I I � �� \`•. � � III � � IIII, I ! I � 1111I III PROPOSED SELF 11 II II I I I I '', SUPPORTING STEEL RETAINING WALL I II I i I I I AN RYALL H RI R I S E C ARCHITECTS ITE CTS Illlil II I I I I'� � jl VIII i I I I , I II , 174 5TH AVENUE SUITE 300 NEW YORK, NY 10010 I I I I I 0N I I I I I a' G� 646-809-4343 www.ryallsheridan.com V I / I I � I R , �. 49 G pR O CG�� \V00 0NS PN � SOIL STOCKPILE LOCATION PROJECT#:• 1804 G1 r ptED A4 DRAWN: NC V M S. RYq( 86% CHECKED. W - 85 84 133.. tf WIRE-BACKED SILT FENCE � LIMIT OF DISTURBANCE ," (� OQ I 8 8b leto — DATE: 05,28.2021 9�• N�• 0154R� 'b 9c� 9;' ''?l1 9 O ` R NEW SCALE: 1/16"=1'-0" ` 1 — — / '9Q p�lv\ N CONSTRUCTION METHODOLOGY PLAN N CONSTRUCTION METHODOLOGY PLAN A 003 1/16"=1'0" ASTLEY HOUSE LINE OF EXISTING GRADE EROSION CONTROL NOTES STABILIZED CONSTRUCTION ENTRANCE SWIMMING POOL GRADE CUT 1. THERE SHALL BE NO DISTURBANCE TO THE BLUFF.ALL EXISTING VEGETATION 1. TO CONSIST OF COARSE AGGREGATE OF MINIMUM 6"THICK. ORIENT AND SOILS WILL REMAIN INTACT DURING AND AFTER CONSTRUCTION. LINE OF PROPOSED 2. THE ENTRANCE SHALL BE MAINTAINED INA CONDITION GRADE BEYOND POOL 2. THE PROPOSED EROSION CONTROL MEASURES INCLUDING BUT NOT LIMITED THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO TO WIRE-BACKED SILT FENCING AND HAY BALES,WHERE NECESSARY,SHALL BE PUBLIC RIGHT-OF-WAYS.THIS MAY REQUIRE TOP DRESSING, INSTALLED PRIOR TO THE START OF CONSTRUCTION.ADDITIONAL EROSION REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP CONTROL MAYBE NECESSARY,BASED UPON FIELD CONDITIONS THAT MAY SEDIMENT. POOLTERRACE DEVELOPCONSTRUCTION _ O AS PROGRESSES AND AS MAY BE REQUIRED BY THE - - - - -- ' ss-°nsi ► UTHOLD THE FOLLOWING GENERAL CONDITIONS SHALL BE - �� - �-----•---. -� _ � TOWN OF S 3. WHEN NECESSARY,WHEELS SHALL BE CLEANED PRIOR TO r - J- DECK LEVEL OBSERVED.O ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. - - - _ - REVISION DATE SWIMMING POOL SPA +92-s ASLti VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN GRADE FILL A. EXISTING VEGET A 4. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON AN UNDISTURBED. AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN _ LINE OF PROPOSED GRADE B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ISSUED FOR PERMIT 05/07/21 SIZE OF EXPOSED AREAS AND THE LENGHT OF TIME THAT AREAS ARE ISSUED FOR TOWN TRUSTEE VI I I I' I I - IIII =IIII 'III I 'I BEYOND BASEMENT WALL S ERE EW 05/28/21 EXPOSED. C. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED - TO REDUCE RUNOFF VELOCITIES AND QUANTITIES. LO.BLUFF/EXISTMGRETAINING WALL -� - - - r - - - - ---- - --- - �y D. RUNOFF SHALL BE DIVERTED FROM CLEARED SLOPES. - - - - - - -- - - T CZJ .83--g-ASL � I �I E. SEDIMENT SHALL BE TRAPPED ON THE SITE. LEGEND :IIII I - SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE"NEW LIMIT OF DISTURBANCE/SILT FENCE YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT SITE SECTION CONTROL" 2 - - - DRAINAGE TRIBUTARY AREA 3. SEDIMENT BARRIERS(SILT FENCE,HAY BALES OR APPROVED EQUAL)SHALL BE INSTALLED PRIOR TO ANY GRADING WORK ALONG THE LIMITS OF DISTRUBANCES AND SHALL BE MAINTAINED FOR THE DURATION OF THE WORK. EXISTING CONTOUR NO SEDIMENT FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES,WETLANDS OR ROADS. PROPOSED CONTOUR 4. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED.SUCH MIXTURES - SHALL BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE ( DW � PERFORATED CONCRETE DRYWELL RECOMMENDATIONS. 5. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF SEDIMENT BARRIERS,SEDIMENT O DRAIN INLET TRAPS,ETC.AS REQUIRED. 6. PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE ED D-1 HDPE STORM PIPEFr PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR PROLONGED STORMS.MAINTENANCE MEASURES INCLUDE,BUT ARE NOT LIMITED Ji 111 I TO,CLEANING OF SEDIMENT BASINS OR TRAPS,CLEANING OR REPAIR OF � DIRECTION OF SURFACE WATER FLOW SEDIMENT BARRIERS,CLEANING AND REPAIR OF BERMS AND DIVERSIONS AND '' U L2(1i2: I. r �r CLEANING AND REPAIR OF INLET PROTECTION. I �i' I .- W 7. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING DRAINAGE NOTES 0 CONSTRUCTION. uj 2 �- 8. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT PARCEL 1 W_j PARCEL 2 SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS.THE DRAINAGE DESIGNED FOR 2"RAINFALL VOLUME m p CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE IS o u PERMANENTLY STABILIZED. RUNOFF COEFFICIENTS: w Z ROOF,CONCRETE = 1.0 Z CC 9. SEDIMENT BARRIERS AND OTHER ERISION CONTROL MEASURES SHALL GRAVEL DRIVEWAY = 0.5 0 � PERVIOUS 0.3 m 64 REMAIN IN PLACE UNTIL UPLAND DISTRUBED AREAS ARE PERMANENTLY 0 Z STABILIZED.AFTER PERMANENT STABILIZATION, PAVED AREAS SHALL BE 00 66 CLEANED AND DRAINAGE SYSTEMS CLEANED AND FLUSHED AS NECESSARY. DRAINAGE STRUCTURES INCLUDE NEW 10'DIA.PRECAST STROM ? = 68 . ` DRAIN RINGS WITH A CAPACITY OF 68.42 CF/VF AND 6'DIA.WITH 70" 10. ALL 1:2 AND 1:3 SLOPE AREAS WILL BE PROTECTED AGAINST EROSION CAPACITY OF 22.33 CF/LF. 72 DURING CONSTRUCTION AND PERMANENT GROUND COVER SHALL BE SUCH THAT 74 EROSION WILL BE PREVENTED.NECESSARY MEASURES SHALL INCLUDE,BUT NOT ALL ROOF DRAINAGE PIPING SHALL BE 8"DIA.MIN.HDPE. BE LIMITED TO,HAY BALES,SILT FENCE,SILT TRAPS,JUTE MESH,HYDROSEEDING, SLOPED AT 2%UNLESS OTHERWISE NOTED. 7� ETC.AND SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION AS WELL 78 \\ AS FOLLOWING THE COMPLETION OF THE CONSTRUCTION UNTIL SUCH TIME THAT THE PROPOSED PLANTINGS HAVE BECOME ACCLIMED/ESTABLISHED AS \` DETERMINED BYTHE TOWN OF SOUTHOLD. - 82 DRAINAGE CALCULATIONS 4 DRAINAGE DESIGNED FOR 2"RAINFALL VOLUME - �� ��\ ��\\ � `� TEST HOLE 92 - TRIBUTARYAREAI Al _ - -93 --,11_\SILTFENCE 94 - 95 aw PERMEABLE 21942 SFX 0.3 X 0.17 = 111.9 CF . -....9�- ` ', OUTLINE OFDRAINAGE TRIRUTAflY AREA I \ Nil I \ 2. FINE BROWN TOPSOIL W/ORGANICS AND FINESILTYSAND TOTAL VOLUME REQUIRED = 111.9 CF F 4- FINETO MEDIUM BROWN SILTYSAND,SOMEFINEGRAVEL,BROKEN STONE STORAGE PROVIDED BY8 VF ED Ca3 22.33 CF/VF = 178.64 CF \ _ - JOYO� I .•Q \ I FINETOMEDIUMBROWNSILTYSAND,TRACEFINEGRAVEL,BROKENSTONE10. (6'DIA.DRYWELL) TRIBUTARY AREA B ROOF 602 SFX 1 X 0.17 = 102.34 CF DW �,� PERMEABLE 1260SF X 0.3 X 0.17 = 64.26 CF / 85 �� '-` • �� �.. ��""'• >,_ I I \ \ FINE TO MEDIUM PALE BROWN CLEAN SAND,TRACE FINE GRAVEL COASTAL EROSION HAZARD LINE 2 TOTAL VOLUME REQUIRED 166.6 CF 32' FINETOMEDIUMPALEBROWNCLEANSAND,TRACEFINEGRAVEL PROPOSED // •/ �� STORAGE PROVIDED BY 8 VF ED @ 22.33 CF/VF = 178.64 CF CONTOURS ,� A (6'DIA.DRYWELL) ' / J •` / / NO WATER FOUND I, l EXISTING CONTOURS,;' I \ TRIBUTARYAREAI C i �6o sto mF4 � I i 93 t0000 adke 'Ooo 94 I +��'og°^����anas Sao I 332 SF X 1 X 0.17 _ 56.44 CF / F i 4• { � ROOF TESTr1o�E. / III sa wh B ` PERMEABLE 4027 SF X 0.3 X 0.17 = 205.37 CF / / •/ I ,',,j I 'I I - 95 111 III, oil '45 ° I TOTAL VOLUME REQUIRED = 261. 1 F 9o1 "o 8 C 1 I I I I I I _ COASTAL ERO N I EROSION HAZARD LINE STORAGE PROVIDED BY 4VF ED Q 68.42 CF/VF - 273.68 CF I I IIIIII I I � II II I � 1 I i i' II I I I II �11 I -• LIMIT OF DISTURBANCE/ I I I I I I I I i' - I I ,, - .o.. DW�� S ILT FENCE I SWIMMING POOL I 00 I I I • a. I I - I 1 EXISTING 1&2�TO Y FFL108.3 �� I STORAGE PROVIDED BY 4VF ED Q 68.42 CF/VF = 273.68 CF �� PROPOSED _ A' I 'CONTOURS I I CUT FILL CALCULATIONS II RYALL SHERIDAN ARCHITECTS I I �. I I o I 174 7 I . .. 5 H AVENUE SUITE 300 I CUT FOR SWIMMING P S G LCONSTRUCTION: 00 NEW YORK N Y 1 010 I + 0 i - - A _ >, 4 S 0 4 4 I 689 33www.r Ih r' I / �' •'p � al s e idan.com II I Y •/ I I ' p I �PG�pN ii'� ---- VOLUME: 274 yd3 I � - -_ -_-- DW: S � --- DEPTH OF MATERIAL REMOVED: 11'TO 1' SILT FENCE PROJECT#: 180 OUTLINE OF DRAINAGE / OUTUNEOFDRAINAGE - • 4 TRIBUTARY AREA - - TRIBUTARYAREA y��RE� AAC FILL REUSED ON SITE: EXISTING / DRAWN: NC ct S.S.Ryq� h I CONTOURS / / / J / VOLUME: 70.4 yd3 q I �� � 8<' - ANGLE OF REPOSE 30% �� 00 8g 84 �. CHECKED: WR - - SS 83 VOLUME: 52.8 yd3 'F ANGLE OF REPOSE: 0°� = 8g 8 �Q DATE: 05.28.2021 9N� 015AR� �+1+ g7 90 VOLUME: 14.8 yds �°'O y0 ANGLE OF REPOSE. 25% �°' NEW - y SCALE: 1/16"=1'-0" I _.._.. 9 NET REMOVAL OF: 136 yd3 N DRAINAGE AND GRADING PLAN N DRAINAGE AND GRADING PLAN A 004 ASTLEY HOUSE SWIMMING POOL 0 ORIENT a 26'-4" REVISION DATE RETAINING WALL+FENCE PARALLEL TO SCREENED PORCH ISSUED FOR PERMIT 03/18/20 ISSUED FOR TOWN TRUSTEE REVIEW 05/28/21 REVISED FOR TOWN TRUSTEE REVIEW 06/22/21 10 10 co 5 ' n 85'ASL Asoo GRADE s FLOORPLAN KEYNOTES 1. EXISTING BASEMENT CONCRETE WALL TO REMAIN TO FUNCTION AS RETAINING WALL. o A.9 2. PROPOSED NEW WOOD FRAMED WALL. ha `¢ 3. PROPOSED WOOD TIE RETAINING WALL. Pio ti 12 Azoo 4. PROPOSED WOOD TIE STEPS W/STONE TREADS SET IN SAND. 98'ASL� 5. REMOVABLE PAVERS OF POOL COVER BOX. GRADE 6. PROP.4' POOL SECURITY GATE. A4: 7. PROP.4' POOL SECURITY FENCE. s-. 8. PROPOSED STONE PAVERS SET IN SAND. g4s 9. PROPOSED OUTDOOR SHOWER. /N 10. PROPOSED SELF-SUPPORTING STEEL PLATE �"�h S�/MMNc NQ RETAINING WALL. 9'-3" 16'-3" 11. EXISTING CONC.WALL AND STEPS TO REMAIN/BE Oz N/TF REPAIRED. \ 12. PROPOSED STONE STAIRS. 4 \ / DN.. k / \ 6 PROPOSED NEW WALLS �jV n 92.5'ASL OL 95'ASL p= FINISHED DECK - V GRADE 8`0•. w - yOT T(i FRAMED WOOD DECK 6 OVER BASEMENT = o o h j $ _ Z A300 — --------------- ------------- v- ------------- ------------- 20T Q 11" \•. UP \ M_ 02 JQ �o \ uy \ 4 � i 2 6'-01/2"R.O. 0 04 - , o \ \ 01 <( a \ o \ m \ 17R @ 6 3/8" \ DN 16T Q 11" "\ .. 3 N N " RYALL SHERIDAN ARCHITECTS \ GARDEN SHED 350 sf POOL HOUSE - 174 5TH AVENUE,SUITE 300 NEW YORK, NY 10010 cd 646-809-4343 www.ryalisheridan.com 05 1 O A300 \ 03 PROJECT#: 1804 \•.\ n +0'-6'1(93'-0"ASQ ! S. AReti V NEW RAISED F.F. DRAWN: NC Q V \QPM S. Ryq��✓ \ \ \ g CHECKED: WR \ 4'-01/2" R.O. DATE: 06.22.2021 4r� 01500, O t' \ I OF' NEW \ 04 SCALE: 1/4"=1'-0" \ I 3'-0" T-0" 14'-2" ' PROPOSED PLANS z 3 ,, Azoo 11 PROPOSED FIRST FLOOR PLAN 2 1/4"=11011 ASTLEY HOUSE SWIMMING POOL ORIENT REVISION DATE ISSUED FOR PERMIT 03/18/20 ISSUED FOR TOWN TRUSTEE REVIEW 05/28/21 REVISED FOR TOWN TRUSTEE REVIEW 06/22/21 FLOORPLAN KEYNOTES 1. INGROUND POOL&HOT TUB. 2. POOL EQUIPMENT. 3. EXISTING CMU WALL TO REMAIN. a 4. NEW CMU MASONRY WALL. a2oo 5. GARAGE DOOR. 6. AREA OF BASEMENT FILLED W/SOIL FROM THE SITE. �v 3 \` PROPOSED NEW WALLS y 4 � - , „ I i2 I , \ - II 'v STORAGE& -"vvA MECHANICAL V' 3 \ CP - 6 � 00 \ \ 14'-8" \\ , , , — - yAV A� v � o DN \ C5 21R@6704 09 /8" 20T@ 11" , o , --- - ---- --- - -- -- — -- --- -- --- --- r- \ V Elr ----- - - - 02 \ I -- - - — — CL CD - 141-811 -- \v ' \_ v f-7 , - — ---- --- - - -- - ' A AVv \ I , N - \ K v -- ----- _ -- __ -----_ __ v` v v'v ��'`''ywv ` ���� ROOF DEC �;�`` v�v ` � I � II � RYAL L SHERI®AN ARCHITECTS N — - --- -- - - -- - v, - 08 174 5TH AVENUE,SUITE 300 ,\ \ q0 lo NEW YORK, NY 10010 - _- 646-809-4343 www Isheridan.com -_. www.ryalisheridan.com i r N I , -9'=O"(8 r a W EXISTING GARAGE SLAB \ \ PROJECT : 1804 E D AOC \ N DRAWN: NC ti CHECKED: WR - - \\ 8 2 R.O. ' 2.. - DATE 0150a� N o �I 08.22.2021 9rp'T 0 07 -- \ pF. - -- --- - SCALE II \\ \v= \v 0 ; 25'-6" ,A A 5 PROPOSED PLANS 24'-2" z A2oo 2 PROPOSED ROOF PLAN 2 PROPOSED BASEMENT PLAN 2 1/4"=1'0" 1/4"=1'0" ASTLEY HOUSE SWIMMING POOL ORIENT _. ................. i - - _.........-.. - - - ..... -. .-- �, _ REVISION DATE ------ - - 3 -------------- 3ISSUED FOR PERMIT 03/18/20 g --------------- $ ISSUED FOR TOWN TRUSTEE REVIEW 05/28/2 ' -. __. ....._.. REVISED FOR TOWN TRUSTEE REVIEW 06/22/21 ------------------ F" 4 ....... .........."..--"---- ------ i 4 ---"-. ........ ........ .......... ......".-. .- �' ---------------- i r ------------------------ 4 ---------------------e 2 - - --- _" _ .......... F OOFIPLAN KEYNOTES i / 1. INTERIOR PARTITIONS TO BE REMOVED. 6 E REMOVED. 2 EXTERIOR CMU WALLS TO B is Y 3• CMU RETAINING WALL TO REMAIN. / .. .__ 4. BRICK/BLOCK STAIR TO BE REMOVED. 5. PORTION OF FIRST FLOOR FRAMING TO BE REMOVED FOR STAIR TO BASEMENT. 6. DECK TO BE REMOVED. ------------- - — 7 WALL TO BE REMOVED FOR � — PORTION OF CMU N — - DOOR/WINDOW. „ -- - 8. MECHANICAL EQUIPMENT INCL. BOILER TO BE / REMOVED. i - ------ - -.. _. ----------- 9. AREA OF CONCRETE SLAB TO BE REMOVED. 8 ............ --- �, - ...... .._............. . .----- i - . ...__. ".__._" ..- -- ... ..-- - - "---' - WALLS TO BE REMOVED �, ... ... . ........... — CONC.SLAB TO BE REMOVED t ....._. "..".....------- ... ......... ............ ----- - ALL STRUCTURE WEST OF LINE TO BE DEMOLISHED ON FIRST FLOOR (EXCLUDING FLOOR FRAMING OVER BASEMENT TO REMAIN) \ 1 - -._............ Ch RYALL SHERIDAN ARCHITECTS w - � g 174 5TH AVENUE,SUITE 300 NEW YORK, NY 10010 t5% 646-809-4343 www.ryalisheridan.com PROJECT#: 1804 �l fptED Aloe - ti '•. ` DRAWN: NC Qv�\�p,M S. RYq/�✓�n a _.- CHECKED: WR DATE: 06.22.2021 �qrt° h° 0150AooQb OPNE `{ SCALE: 1/4"=V-0" 251-611 EXISTING PLANS/ DEMOLITION PLANS 2 �EX ISTING BASEMNTPLAN 2 EXISTIG FIRST FLOOR PLA"=1'0" 1/4"=1'0" A 102 ASTLEY HOUSE SWIMMING POOL ORIENT � 4 } T- 4 4 REVISION DATE ISSUED FOR PERMIT 03/18/20 ISSUED FOR TOWN TRUSTEE REVIEW 05/28/21 o REVISED FOR TOWN TRUSTEE REVIEW 06/22/21 i T.O. Existing Roof `D - --- L rL r - -- -- - T.O. Proposed Roof Deck - - - - -- - - - -- - - - - - - - - - - - - - - - ---------- - - - - - ----- 104.75 ASL - - - - - -- - - - - - - - - - -- - - - - - '�- - - - - -. ---- J U'i 6'-0' 6'-01/2" i 6 1 - -�► - - _ 3 ;--- ELEVATION KEYNOTES U2 N I c oo �+ u7 1. BASEMENT/GARAGE BELOW GRADE. 00 M 3. PROPOSED OUTDOOR SHOWER. Proposed Pool Terrace - - - - - - - - - - - - --- - - - - - - - - - - - ------- - - - - - - - - --- - - - - - -- -- -- 95'ASL - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4. PROPOSED MAHOGANY RAILING. 4 i --- - - -_- - --- _�- Proposed Raised Ground Floor� -- 5. EXISITING MASONRY RETAINING WALL 93'ASL WD_1 6. PROPOSED WOOD FRAMED STAIR. ----------- - - - - --- - - - - - - - - Existing Pool House Ground Floor - - — — — — — r— - - ---- 91.5'ASL j'i•�) A6L I I _ EXISTING WALL AREA TO -- -- 1 WD-1,:: REMAIN PROPOSED NEW WALL AREA Existing Basement Fir Lv1 —. .- - - - - - - - - - - - - - - - - - - - - --------- - - - - - - - - - - - - - - - - - - - - - - -.-.-- - - - - - - - - - - - - -- - - - - - 84'ASL — — —! —— —-- - EXISTING GRADE 4 PROPOSED WEST ELEVATION 3 PROPOSED SOUTH ELEVATION 1/4"=1'0" WD-1 T&G CEDAR SIDING 4.; 4 t � � II i i I II II I T.O. Existing Roof - _ 10 L T.O.Proposed Roof Deck - - 104.75'ASL 121-0" - - -- - 4.0 ---- - ---------------------- = - _ -�_-_� -- - - 6 ) I ! -_.. - --- - - - ------ WD-1 03 °D— of 0o1 Proposed Terrace 95 'ASLTFL � Proposed Raised Ground Floor RYALL SHERIDAN ARCHITECTS _ - 93'ASL 174 5TH AVENUE SUITE 300 - -. - - - - - - -.- .- - - - - - - - - - - - - -.-.-.� - -.-._. - - - - - - - - - - - - - - - - - - - _ - - - -= = - - - - - - - - - - - !-= - - - - - - - - - - `-`--�-- �- = =� _ ---- � -� � - Existing Pool House Ground Floor NEW YORK, NY 10010 - - - - -.-.-.-.-.-.- - - - ------- - - ----- - - - - - - - - - - - - - - - - - - -- - - ------- - - - - -- - -- - - - - -- - --- 4'=0"-•- ---.-.- -.-.-.-.-.-.-.-.-.^.-.-. 6,-0„ _ - - - ---- - - ------- -------92.5'ASL� 646-809-4343 www.ryallsheridan.com m 07 -- ----- -.. _- - - - -- ! --- - -- - - ----- - PROJECT#: 1804 -- �� 1 fAEe aA . : --� -- DRAWN: NC S.Ryq/C��� _ ----- -_ _ - ---- - - - 06 ---- - -- -- OB pg - - ------<WD-1 -- q� ���� !✓� ��A h CHECKED: WR 5 DATE: 06.22.2021 ��T °' 0150Aa 0� -- - -- _ _- -_-- -_-_ , -- ---_-_ - Existing Basement Fir Lvl F op NE%q yo 84-ASIC SCALE: 1/4"=1'-0" 2 PROPOSED EAST ELEVATION PROPOSED NORTH ELEVATION 1/4"=1'0" 1/4"=1'U" PROPOSED ELEVATIONS ASTLEY HOUSE SWIMMING POOL ORIENT 2 2 1 REVISION DATE ISSUED FOR PERMIT 03/18/20 ' ISSUED FOR TOWN TRUSTEE REVIEW 05/28/21 � ' I I , 1 ' REVISED FOR TOWN TRUSTEE REVIEW 06/22/21 � , I I I , ---------------------- -------------------------------------------------- --- ------------------------- -------- -------- --- - - ----"' - - - ------------ --- ----- ---- - - --- --- - ------------ --------- ------------ - -- ----- V^ I -----------_____________________________________ _________________________________________-_-__________ ___ __ _ __ __ _ i - --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- - _... 1 ------ L--------------------------------------------------------------------------------------------------------------------------------------------------- i r.a II 'I L I L 1 t i LLT1 LI L I l I I � � _ I � I I I I L r I --------------�I -- _ - -, 1 L I _ C - 3 ------------------, -- ---- - - --- ---- I - I r I 1 L_ Z L CrLI-,,I LI C_ I' --------------- L I I ELEVATION KEYNOTES L - - L 1 1- _L. _T __1=_.-J T I L L 5 z7 �� L 1. ROOF TO BE REMOVED. q .__ TC rI_ - 7_ 1 [ I i T T r r 1_ r T_L i r I. I _ - 1_ .__�I L 1 - I- 2. MASONRY CHIMNEY TO BE REMOVED. ., L-----�� LL=____�.� LL_�_�=__.•� I._ I / ,' 1 1 1 7- ------------------- L===- - - - -- ---- -- ----- - -- -- Z � 7 T `I T f L ri - I ----- ----------------- r s I -.I i i-. _ 7 T r L 3. DECK AND RAILING TO BE REMOVED. ------------ 1 L �I L L L I I L z I 4. NEW OPENING MADE FOR DOOR/WINDOW. 1 i L: - I �' - -- :F L� 1�T 5. EXISTING WALLS TO BE REMOVED. r II rr I I rr. l_I LrI . l_I I I I. T I L ----------- Lam. I ' - r � T � � 6. OUTLINE OFBASEMENT/GARAGE BELOW I I I I I i . I L. GRADE. I I I I I I I i I I I I I I I I I I I i 6 I 6 I I I i I I I I I PORTIONS OF EXISTING BUILDING TO REMAIN I I { I I I I I I I i I L-__--_--____________________-.--_--__---------_-- L_-----__._----_-____---_--_--______--_____-__-______.-----_--___--- _-____-_--________-__---__--__-____--____--_---_---________-_---- 4 EXISTING WEST ELEVATION 3 EXELEVATION.STING SOUTH 1/4"=1'0" 1/4"=1'0" 2 1 l' 3 I I I I / 1 ' I I ' I 1 1 r --------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------- ------------------ i -I I ' I I , I I I I I I I 1 , -----------------------------------------------------------------------------------------------------------------------------------------------------^ ' 1 - ---------------- ---- --------, --------I ---------------- -- 4 I - 1 I ' 4II -- _____ Jr _ --- - - --- - --- _____________ I I _ I 1 I' _ - ___ _______ _ __ 1-. _ ____ -i _____________ _ _ __ -Jl__ -1_____-______________ -1__________ -- _______ _L__ __J _L------------------ ____ ___ _ ___ _ ___ ___ _ ___ ___ .. - - -+_.- ___ _ ____ ____ _ _ _ _ --_-_-_____ _________--________ -_____-____________ __ 1___7.7 II--"----.-----`-----rr -- -- _---__ - -Tr'-_'_I- -`-r-__ '7 tr P� r'- - � __1 _ter I -n- -rl- -T ------------ �- I I T I _ L 1 ___E_ RYALL SHERIDAN ARCHITECTS `-I� I I A I 174 5TH AVENUE SUITE 300 - I I J - -- - :4 __ - - NEW YORK NY 10010 -. - - _ -- - �'------------- I I ..- 1 ,_,- _.-._ .--, - -1 ,_. ' -,--- I ----- -- _. -- -- - -- -' ' ------ -1 _.-_.. I i. I _v -.. I,. _-._ ---1 I _....- - __--I L. __...._.._.. I , , .. _______L,______________ 1 _ --------------------- - L-----_-____-_________L__ 1_________________I_________--__�______-_I_____________________1 I - -- - -- - , I ---------------------I--------------------- I-I----------------------I---------------------I ------------ 646-809-4343 www.ryalisheridan.com I --------I',---------------------I-r--------------------�r--------------------,r-------------------�, I 1__ 1 I L L - ! I_' Ij a Ij IJ IJ Ll a Lr LL 1 - — LI I _TL' HL I T I__rS i _._I I__i -r L r-i-- -L7 i T _L T- L - --' L -I -' r L- r I r-= --- — r - --- T --- ------------------I I i:. �_._. - I -----_'li <` I I -, I �� f '� r I I1._L ; ; ' l; �. I. !f �� PROJECT#: 1804 T 1-r_ ---�__ _-1___ _ �__._..I_..1 t i,\ L 1_ I '.. ---- ---- -T I ' I ' ; I r--' , I ,��.R E D A& C DRAWN �� NC rj- - - -- - - 4 v ` - ._ L 1 I Z CHECKED: WR T I l L Ir .:. •_ �_ -r�- I ' I I -1-- -�-- ---� --- ' ' I' `♦ I_ _-1__---- '-1- ' I _ _L. IT I 1 T I 1 I 1 r ' I •^ �_- �-l 1 _ L _ L�__, I I r-- 1 V• _. r_.- _J L_ I ; I I 1 ___l - I ''/,, I ` _�__ I ' -__ _. i , I _ I I I I r-- DATE: 06.22.2021 to a150A oQ't' s T I f � 7 _ _ - - __ , 1 ' __ __ L I _'� I ' I ' ' ' ' T1 F':' - - ! - __ - Op NgW SCALE: 1/4"=V-0" EXISTING EAST ELEVATION EXISTING NORTH ELEVATION 2 1/41,=11011 1/4'=1'0" EXISTING ELEVATIONS T.O. Existing Roof 106.3'ASLO ' T.O. Proposed Roof Deck ASTLEY HOUSE \ 104.75'ASL50 SWIMMING POOL ORIENT ---------- �17� J I ' I ' 1 ' I ' I � , 1 � REVISION DATE I ' ter. Proposed Pool Terrace ISSUED FOR PERMIT 01/16/20 95'ASLO ISSUED FOR TOWN TRUSTEE REVIEW 06/22/21 Proposed Raised Ground Floor • 93'ASL • Existing Pool House Ground Floor „ r--------------------- 92.5'ASL50 i 91.5'ASL �* -- - ---- — � 1 i JUN 2 1U2 , 20 I I 96 _. I I 9A 16 , 1 All =111 111111 III I F ', 1. I', Iii I I I I , - a.I F P LOOR LAN KEYNOTES 1 _ Existing Basement Fir Lvl i 1 --+---� — _� 1. PROPOSED MAHOGANY RAILING. - - � - 2. PROPOSED TIE WOOD O STEPS W/GRAVEL FILL II,I I�1, : - III I�I I� IIII III II��� I FROM WEST HOUSE LEVEL DOWN TO POOL ��1I.II 1'��_-II 1.�_.►-�III�I'I--III"-2,1��� __I I I_;-.I--�_X-I'II-'-•I1'�I_I--I-��1�11-_-�'�-_:'�_I I I I!I�-I�-I-I 1-_I I_�1 II-..--;II�-,III�-tI_- _ I II- NORTH-SOUTH _OI�._ R� ---II-TH �IIII--III�- SS O1I_ UaT.II II H--_I- i`-'' SECTION ECTION- I- �.. IIl I����_�II ,I I III•0 A•rt, - - ' I 1I1 i 1 ; I, OO�O TERRACE. ERRAC06E.. 3. PROPOSED 2.2S02E 1L F- SUP PO eRTa I�N� G P PNR S 0ET 1DEE Ya`L Rl i �R c � �yE,Q T�.� AF �I N IN Lj G1/4"=1'0' T.O. Existing RooWALL BEYOND. 106.3'ASLf4. PROPOSED POOL TERRACE LEVEL. T.O. Proposed Roof Deck 5. PROPOSED WOOD TIE RETAINING WALL. 104.75'ASL� 6. EXPOSED,ABOVE-GRADE WALL OF PROPOSED POOUSPA BEYOND. 7. PROPOSED NEW WOOD FRAMED ROOF W/ROOF 17 DECK ABOVE. 3 8. EXISTING WOOD FRAMED WALLS TO REMAIN. 9A. EXISTING CMU BLOCK WALLS TO REMAIN. 18 19 9B. 1'TALL PORTION OF EXISTING CMU BLOCK WALL TO REMAIN AS RETAINING WALL. 3 10. EXISTING CONCRETE SLAB TO REMAIN. 11. EXISTING WOOD RETAINING WALL TO REMAIN. Proposed Pool Terrace 12. PROPOSED CMU WALL. 95 ASL13. PROPOSED STONE STAIRS. HOTTUBProposed Raised Ground Floor. 14. PROPOSED WOOD STAIRS TO ROOF DECK.SPA 93 ASL M 15. EXISTING CONCRETE STAIRS 70 BE REPLACED.lit Existing Pool House Ground Floor --- 925'ASL16. EXISTING CONCRETE SLAB TO BE REMOVED AND - - _ _ _ _ - - - - - - - --- ------ --------- - REPLACED W/GRAVEL&NON-TURF BUFFER.ASL - CONCRETE SWIMMING POOL mi 17. OUTLINE OF EXISTING HOUSE. 18. PROPOSED GRADE BEYOND. 9 EXISTING WOOD FRAMED FLOOR W/PROPOSED 9A OUTDOOR DECK ABOVE.12 0 EXISTING DECK TO BE REMOVED. EXISTING U LOOK/ROOF Existing Basement Fir Lvl 84 TO REMAINASL 1T11 CORHOPROPOSED NEW "Ov4 � WALUFLOOR/ROOF 1 7 EXISTING GRADE T.O.Existing Roof 106.3ASL T.O. Proposed Roof Deck 104.75'ASL 3 2 4 RYALL SHERIDAN ARCHITECTS 2 5 6 174 5TH AVENUE, SUITE 300 NEWYORK, NY 10010 646-809-4343 www.i-yallsherldan.com Proposed Pool Terrace ' 95'ASLOPROJECT#: 1801 Proposed Raised Ground Floor All 93'ASL S.RDRAWN: C Existing Pool House Ground Floor 92.5 A L CHECKED W � 77 I NE- II20 SCALE. 1/41_1'_0I Mill I� 111 - ,II� 10 ORHOCO 1/4 1.0_ 0 POOL & POOL HOUSE Existing Basement Fir Lvl SECTIONS 84ASL '!'I ! II11II II,,11 II:I= IIII IIII I11II =-: l I�I� 1 I II 1�1 III !III I� ASTLEY HOUSE SWIMMING POOL ORIENT REVISION DATE ISSUED FOR PERMIT 01/16/20 ISSUED FOR TOWN TRUSTEE REVIEW 06/22/21 3 JUN u' L11 I � 2 Proposed Pool Terrace FLOORPLAN KEYNOTES - 95'ASLO 1. PROPOSED MAHOGANY RAILING. 2. PROPOSED WOOD TIE STEPS W/GRAVEL FILL Proposed Grade - - - -— - - - -- - 5 FROM WEST HOUSE LEVEL DOWN TO POOL - I - �I - - Variable = FSI + - I- Existing Grade TERRACE. Variables 3. PROPOSED SELF-SUPPORTING STEEL RETAINING I I I I WALL BEYOND. - - 4. PROPOSED POOL TERRACE LEVEL. 5. PROPOSED WOOD TIE RETAINING WALL. Ah =I - - I I III 6. EXPOSED,ABOVE-GRADE WALL OF PROPOSED I III I 'II IIII IIII III I IIII II � III I !II 'II ' _ - -,- II ,- --:._�.�1.� .�J. T III 1 I I - I 1 IIII � I � POO V S PA BEYOND. --'- --— I - II 7. PROPOSED NEW WOOD FRAMED ROOF W/ROOF -- - DECK ABOVE. � I. H - - 8. EXISTING WOOD FRAMED WALLS TO REMAIN. III _--- 9A. EXISTING CMU BLOCK WALLS TO REMAIN. 9B. 1'TALL PORTION OF EXISTING CMU BLOCK WALL EAS" T-WEST SECTION TO REMAIN AS RETAINING WALL. 1/4 2 10. EXISTING CONCRETE SLAB TO REMAIN. =1'0" 11. EXISTING WOOD RETAINING WALL TO REMAIN. 12. PROPOSED CMU WALL. 13. PROPOSED STONE STAIRS. 14. PROPOSED WOOD STAIRS TO ROOF DECK. 15. EXISTING CONCRETE STAIRS TO BE REPLACED. 16. EXISTING CONCRETE SLAB TO BE REMOVED AND REPLACED W/GRAVEL&NON-TURF BUFFER. 17. OUTLINE OF EXISTING HOUSE. 18. PROPOSED GRADE BEYOND. 19. EXISTING WOOD FRAMED FLOOR W/PROPOSED OUTDOOR DECK ABOVE. 20. EXISTING DECK TO BE REMOVED. EXISTING WALUFLOOR/ROOF 17 TO REMAIN 14',, io o I PROPOSED NEW ---------------------------------------------- T.O. Existing Roof WALVFLOOR/ROOF -------------------- i 106.3'ASL , T.O. Proposed Roof Deck • o � � EXISTING GRADE 104.75'ASLO I V 17 7 , 6 1 ' , CD 8 C3 Proposed Pool Terrace IF= 95'ASLO o Proposed Raised Ground Floor 93'Asil RYALL SHERIDAN ARCHITECTS • Existing Pool House Ground Floor 174 5TH AVENUE, SUITE 300 • 92.5'ASLO NEW YORK, NY 10010 - 646-809-4343 www,ryallsheridan.com 3 96 1 - • III _ ! PROJECT#: 1801 co �fµED qqC 9A' I DRAWN: NC eG �pM S.Rrq�� y�n 10 = -= ✓?' ( III CHECKED: Will - Existing Basement Fir Lvl o� h Ao DATE. 2 -------------- ----- -------- 0622. 021 T Q. 84 ASL F O I I III I � �I � III !I! =1 I II I I�� I I III I I III III I III IIII I,,; I I I _= V�1 I I � I � III I I III ---i I III III 1/4"=V-0" III I I I II I � !I III , III I I:I III - SCALE. --- - I - ! __-_-'� II,! III III : I ! I IIII I I II I �I - !II! --I II I I II,i - IIII 1-- !!11- -. ..III IIII -- ,I I � -1 : IIII 11 IIII I : IIII I, I I I I I 11 1 I I 111 - I I I IIII I�I I .I I I II II I !I III IIII n; I. POOL & POOL HOUSE EAT-WEST SECTION SECTIONS 1/4 S" L Hands — Novak f=amily P.O. Box 398 255 South View Drive Orient, NY 11957 H �cI E Board of Trustees JUL — 9 202, Southold Town Hall Annex 54375 Main Road Southold, NY 11971 Southold Town Boar-A of Tr stees July 9, 2021 Re: Wetland Permit for Christopher and Amy Astley Premises: 460 and 320 North View Drive,Orient,NY SCTM#1000-013.00-01.00-005.002&006.000 To the Members of the Board, We are delighted to write in support of Amy and Chris Astley's requests for Coastal Erosion and Wetlands Permits concerning the properties they own on North View Drive in Browns Hills, Orient.The house on Lot 6 has been in terrible shape for a long time. We have lived in the Browns Hills Community for 40 years, on South View Drive.We regularly pass the Astley home.We've enjoyed the improvements they have made to their property and think they are terrific neighbors.We were delighted when they bought neighboring lot—Lot 6. It means one less property in the community and on the bluff. Amy and Chris want to partially demolish the house on Lot 6 so they can merge the two parcels into one conforming parcel with a pool and accessory structure. We believe that the proposed construction will be in character with Browns Hills and will have a positive impact on the neighborhood. We have no objection to the granting of variances. Chris Novak Venetia Hands&Chris Novak Name and Address _ JUL - 7 2M Board of Trustees Southold Town Hall Annex Southold own 54375 Main Road Board of Tru tees Post Office Box 1179 Southold,NY 11971 Re: Wetland Permit Application for Christopher and Amy Astley Premises: 460 and 320 North View Drive, Orient SCTM# 1000-013.00-01.00-005.002 & 006.000 Dear Members of the Board: We live in the Browns Hills Community at 1060 N. View Drive, near the vicinity of the Astley properties. We are aware of their requests for Costal Erosion and Wetlands Permits to enable them to partially demolish the dilapidated and unsightly house on Lot 6 so that the parcels can be merged into one conforming parcel with a pool and accessory structure. We believe that the proposed construction will be in character with the other houses in Browns Hills and will have a positive impact on the neighborhood. We have absolutely no objection to the granting of the required permits, and hope that they are able to begin as soon as possible! Sincerely, Alix Pearlstein and Bill Adams CATHERINE CRIAG-CHAIUDHURI 30 Northview Drive, PO Box 508 Orient, NY 11957 ® E C E � V E JUL - 7 2021 Board of Trustees Southold Town Hall Annex Southold Town 54375 Main Road Board of Trustees- Post r steePost Office Box 1179 Southold,NY 11971 Re: Wetland Permit Application for Christopher and Amy Astley Premises: 460 and 320 North View Drive, Orient SCTM # 1000-013.00-01.00-005.002 & 006.000 Dear Members of the Board: I reside in the Browns Hills Community at 30 Northview next to the Astley properties. We are aware of their requests for Costal Erosion and Wetlands Permits to enable them to partially demolish the dilapidated and unsightly house on Lot 6 so that the parcels can be merged into one conforming parcel with a pool and accessory structure. I believe that the proposed construction will be in character with the other houses in Browns Hills and will have a positive impact on the neighborhood. I have no objection to the granting of the required permits. Sincerely, Catherine Craig-Chaudhuri Cantrell, Elizabeth From: Lisa Howard <lrh0019@gmail.com> Sent: Wednesday,July 7, 2021 9:38 AM To: Cantrell, Elizabeth Subject: 320 and 460 North View Drive, Orient properties Attachments: Trustees Letter in Support.docx Hi, Elizabeth. Attached is a letter of support for permits for the Astley properties in Orient. Please consider prior to the scheduled July 14 hearing. Thank you so much. Best, Lisa and Charles Howard 455 North View Drive, Orient Lisa Ryan Howard 917.331.1010 lrh0019ggmail.com ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. FID E "IC-," E � VE I JUL - 7 2021 Southold Town Road of Trustees 1 Lisa and Charles Howard 455 North View Drive Orient,NY 11957 PTE;CE VjEDI 7 2021 Board of Trustees Southold Town Hall Annex Southold Town 54375 Main Road Board of Trustees Post Office Box 1179 _ Southold,NY 11971 Re: Wetland Permit Application for Christopher and Amy Astley Premises: 460 and 320 North View Drive, Orient SCTM# 1000-013.00-01.00-005.002 & 006.000 Dear Members of the Board: We reside in the Browns Hills Community, directly across the street from 460 and 320 North View Drive, the Astley properties. We are aware of their requests for Coastal Erosion and Wetlands Permits to enable them to partially demolish the dilapidated and unsightly house on Lot 6 so that the parcels can be merged into one conforming parcel with a pool and accessory structure. We believe that the proposed construction will be in character with the other houses in Browns Hills and will have a positive impact on the neighborhood. We have no objection to the granting of the required permits and very much look forward to their improvements. Paul L McNamara 900 North View Drive Orient,NY 11957 Board of Trustees Southold Town Hall Annex 43 'Main Road Post Off i ce Box 1179 Southold, NY 11971 Re:IrVetland Permit Application for Christopher and Any Astley Premisest 460 and 320 North Vievi Drive,Orient SCTM # 1000-0!3.00-01,00-005.002 &006,000 Members of the Board. My.rife, Gerri, and I have lived three hotises west of the Astleys since 2009.About three years ago, they purchased an adjacent property from an estate. Unfortunately,due to health and finances the owner of that property was never able to maintain it The condition of the house at time of purchase was terrible and today it could be described as derelict, and dangerous, We are aware of their application to the Board and we support it.To leave this properly in its current condition, a blight to the Browns Hills community. would negatively affect all of our property values for the foreseeable future and wotild deprive the Astleys long term residents and property tax payers, of a right to quiet enjoyment. They have been good neighbors and should be permitted to implements their pkins, in concert with the prescriptions ;f the Agencies overseeing coastal erosions, Having seen the plans, I believe that the buffer distance to the bluff,and other suggested precautions have been accepted and documented in the application. We. believe that the proposed construction will be in character with the other homes In Bro%"ins Hills and will have a posifive impact on the neighborhood. Of course, tlie prevention of erosion to the bluff is everyone's objective. I believe that the Astley°s have followed all of your recommendations,and knowing them to be good citizens and good neighbors . support yokir granting of the requested permit(s). Regards, PauirvicNamara E C"' E VE JUL - 7 2021 Southold Town Board of Trustees Nancy Feldman 55 Southview Drive - Orient,New York 11957 2 � nn ® � � E AV' JUL - 7 2021 Southold Town Board of Trustees Boar fTr stee Southold Town Hall Annex 54375 Main Road Post Office Box 1179 Southold,NY 11971 Re: Wetland Permit Application for Christopher and Amy Astley Premises: 460 and 320 North View Drive, Orient SCTM# 1000-013.00-01.00-005.002 & 006.000 Dear Members of the Board: I reside in the Browns Hills Community on 55 Southview Drive adjacent to/near/in the vicinity of the Astley properties. I am aware of their requests for Costal Erosion and Wetlands Permits to enable them to partially demolish the dilapidated and unsightly house on Lot 6 so that the parcels can be merged into one conforming parcel with a pool and accessory structure. I believe that the proposed construction will be in character with the other houses in Browns Hills and will have a positive impact on the neighborhood. I have no objection to the granting of the required permits. Nancy Feldman Cantrell, Elizabeth From: amy gross <amypgross@gmail.com> Sent: Thursday,July 1, 2021 5:50 PM To: Cantrell, Elizabeth Subject: Astley properties, Browns Hills, Orient Amy Gross JUL ` 7 2M 740 Northview Drive Orient, NY 11957 Southold Town Board of Trustees Board of Trustees Southold Town Hall Annex 54375 Main Road Post Office Box 1179 Southold,-NY 11971 Re: Wetland Permit Application for Christopher and Amy Astley Premises: 460 and 320 North View Drive, Orient SCTM# 1000-013.00-01.00-005.002 & 006.000 Dear Members of the Board: We reside in the Browns Hills Community on Northview Drive one house away from the Astley properties. We are aware of their requests for Costal Erosion and Wetlands Permits to enable them to partially demolish the dilapidated and unsightly house on Lot 6 so that the parcels can be merged into one conforming parcel with a pool and accessory structure. We believe that the proposed construction will be in character with the other houses in Browns Hills and will have a positive impact on the neighborhood. We have no objection to the granting of the required permits. Sincerely, Amy Gross ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 i Cantrell, Elizabeth From: Barry Bergdoll <bgb1 @columbia.edu> Sent: Thursday,July 1, 2021 4:06 PM To: Cantrell, Elizabeth Subject: Letter in support of Astley Application for a wetlands permit, Orient. Attachments: Trustees Letter in Support of Astley July 2021.docx Dear town board, Please find attached my letter in support of the application for a wetlands permit related to Northview Drive, Orient (Astley) Barry Bergdoll Barry Bergdoll Meyer Schapiro Professor of Art History Dept. of Art History 826 Schermerhorn Hall Columbia University 1190 Amsterdam Ave., MC 5517 New York,NY 10027 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. I � f JUL - 7 440 Southold Town Board f Tru toe 1 Barry Bergdoll E (` � p V2 PO Box 57 �5 915 Southview Drive Orient,New York 11957 JUL — r 205, Southold Toyn Board of Trustees Board of Tr stee Southold Town Hall Annex 54375 Main Road Post Office Box 1179 Southold,NY 11971 Re: Wetland Permit Application for Christopher and Amy Astley Premises: 460 and 320 North View Drive, Orient SCTM 9 1000-013.00-01.00-005.002 & 006.000 Dear Members of the Board: I reside in the Browns Hills Community at 915 Southview Drive in the vicinity of the Astley properties, and serve on the Board of the Browns Hills Estate Board. I am aware of the Astley family requests for Costal Erosion and Wetlands Permits to enable them to demolish in part the dilapidated and unsightly house on Lot 6 so that that parcels and the adjacent parcel on which they have a house can be merged into one conforming parcel with a pool and accessory structure. For years the house on Lot 6 has been an eyesore, in poor repair and a danger to our neighborhood's safety and a blot on its character. I strongly believe that the proposed construction will be in character with the other houses in Browns Hills and will have a positive impact on the neighborhood. I have no objection to the granting of the required permits and look forward to the improvement of this property. Yours sincerely, Barry Bergdoll 915 Southview Drive, Browns Hills WILLIAM MCNAUGHT 665 SOUTH VIEW PO BOX 54 R LE � EORIENT, NY 11957VE 'M 28 ,0" Board of Trustees Southold Tawn Southold Town Hall Annex Boar ofi Trustees 54375 Main Road P.O. Box 1179 Southold, NY 11971 Re: Wetland Permit Application for Christopher and Amy Astley Premises: 460 and 320 North View Drive, Orient SCTM # 1000-013.00-01.00-005.002 & 006.000 Dear Members of the Board: I reside in the Brown's Hills Community on South View near the Astley properties. I am aware of their requests for Coastal Erosion and Wetlands Permits to enable them to partially demolish the dilapidated and unsightly house on Lot 6 so that the parcels can be merged into one conforming parcel with a pool and accessory structure. I believe that the proposed construction will be in character with the other houses in Brown's Hills and will have a positive impact on the neighborhood. I have no objection at all to the granting of the required permits. Sincerely, 41vh�a- lkllltl William McNaught June 21, 2021 pCCL � VE Board of Trustees ATTN: Elizabeth.Cantrell JUN 2 4 208 Southold Town Hall Annex Post Office Box 1179 Tmvn Southold, NY 11971 oar;°!of T uste Board of Trustees Re: Wetland Permit Application for Christopher and Amy Astley Premises: 460 and 320 North View Drive, Orient SCTM # 1000-013.00-01.00-005.002 &006.000 Dear Members of the Board: We reside in the Browns Hills Community at 855 North View Drive, three houses west of the Astley properties. We are aware of their requests for Coastal Erosion and Wetlands Permits to enable them to partially demolish the house in ruins on Lot 6 so that their two parcels can be merged into one conforming parcel with a pool and accessory structure. Chris and Amy will, as they have before, create the proposed construction in character with the other houses in Browns Hills, and we believe the proposed construction, and the demolition of the current structure will have a very positive impact on the neighborhood. We request as their neighbors that you grant them the required permits. Sincerely, ✓�2i��� Thomas and Mary Mor an 855 N. View Dr. , PO Box 511 Orient, NY 11957 David Backus & Deborah Marland 1215 South View Drive, Orient NY 11957 .. JUN Board of Trustees .9.. . Southold Town Hall Annex � 54375 Main Road Post Office Box 1179 Southold,NY 11971 Re: Wetland Permit Application for Christopher and Amy Astley Premises: 460 and 320 North View Drive, Orient SCTM# 1000-013.00-01.00-005.002 & 006.000 Dear Members of the Board:. We reside in the Browns Hills Community on 1215 South View Drive adjacent to/near/in the vicinity of the Astley properties. We are aware of their requests for Costal Erosion and Wetlands Permits to enable them to partially demolish the dilapidated and unsightly house on Lot 6 so that the parcels can be merged into one conforming parcel with a pool and accessory structure. We believe that the proposed construction will be in character with the other houses in Browns Hills and will have a positive impact on the neighborhood. We have no objection to the granting of the required permits. Glenn Gold: �, President O�QS�� ;�'OG Town Hall Annex A.Nicholas KrupsKi,Vice President �� �J, 54375 Route 25 John M. Bredemeyer III y P.O. Box 1179 Michael J. Domino Southold,NY 11971 Greg Williams �, �pp� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES Q TOWN OF SOUTHOLD Date/Time: L�� l Completed in field by: Q/7i,_ O,�]�e Martin Finnegan, Esq.on behalf of CHRISTOPHER&AMY ASTLEY request a Wetland Permit and a Coastal Erosion Permit for the merger of two(2)single-family residential properties; the demolition of 900±SF of the existing single-family residence and 200±SF of attached decking 11±feet and 3±feet, respectively,from the top of the bluff, and the removal of an existing 20±linear foot stone retaining wall and 500±SF of existing driveway 11±and 5±, respectively,from the top of the bluff, all on the easterly lot;the abandonment of the existing sanitary system on the easterly lot 15±feet from the top of bluff,the renovation/conversion of 600±SF of existing residence on the easterly lot to a new pool house(the portion of the existing basement garage that is beneath the proposed pool house will remain for storage)with roof deck 11±feet from the top of bluff(within the footprint of the existing residence);the construction of 420 SF deck over the footprint of existing residence on easterly lot 10±feet from the top of bluff, the construction of a 719±SF swimming pool and 78±SF hot tub with a 388±SF paver patio landward of the CEHA line and 55±feet(at a minimum)from the top of the bluff;the installation of a total of 55±linear feet of steel,stone and timber retaining walls for retained areas all 45±(at a minimum)from the top of bluff and all landward of the CEHA line; construction of a new outdoor shower attached to the new pool house landward of the CEHA line and 36±feet from the top of bluff; the installation of a new propane tank and sanitary system upgrades landward of the CEHA line and 75±feet and 50+feet, respectively from the top of the bluff, installation of a 680±SF permeable gravel patio and some low-profile lawn steps seaward of the westerly residence 19±feet and 11±feet, respectively from the top of bluff; the installation of leaders, gutters, catch basins and drywells throughout the property to control stormwater runoff,the installation of a drywell for swimming pool backwash landward of the CEHA line and more than 75 feet from the top of bluff,the installation of 4 foot high pool barrier fence and gates with variable setbacks to the top of bluff throughout the properties;the installation of a steppingstone walkway and gravel parking area on the westerly lot all landward of CEHA line and more than 75 feet from the top of bluff; and to establish and perpetually maintain a variable width native vegetation buffer area along the top of bluff. Located:460&320 North View Drive, Orient. SCTM#1000-13-1-5.2&6 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Car Posted: Y / N Ch. 275 Ch. 11 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: 7/74i ZA"aW ® lee a1��Te� Jr`i,vtl/�) (se-inr�✓ I have read & acknowledged the foregoing Trustees comments: Agent/Owner: �� f Present were: redemeyer M. Domino •' G. Goldsmith ''- N. Krupski G. Williams Other * Astley Properties 460 and 320 North View Drive,Orient,Town of Southold SUM No.1000-13-1-5.2&6 Photographed by NPV on March 11,2021 w ,r 1'lIo i I y l l/ I • 71y. y•e >k ai Hioto 2 NPV Astley Properties 460 and 320 North View Drive,Orient,Town of Southold SUM No. 1000-13-1-5.2&6 Photographed by NPV on March 11,2021 - �--, 4 r T Photo 3 Photo 4 '� N PV � N Astley Properties 460 and 320 North View Drive,Orient,Town of Southold SCTM No.1000-13-1-5.2&6 Photographed by NPV on March 11,2021 J Photo 5 i JW 4 r t I'lloto 6 NPV Astley Properties 460 and 320 North View Drive,Orient,Town of Southold SCTM No.1000-13-1-5.2&6 Photographed by NPV on March 11,2021 _ F - .4x - -.t" ..'Za - — .tai _ —.� 7•. _ Photo 7 • ' /y — 1 1y � M l ? 1l I rX Y rS P110to 8 NPV National Flood Hazard Dyer FIR[vlette fFMA Legend 72'17Se'1N 41'9 2 T N $EE FIS AE►pNi FON OEtuttO tlGDrO ANO 1401Ix YA►FON it/tM►anEl UYOiJt Nrnnout Base Food Elevation(BFE) SPECIAL FLOOD With BFE or Depth:r Ai Au AN W AR HAZARD AREAS Regvlatimy Floodway 02%AnnueI Chance Flood of 1%annual Chante flood*Atli depth less than one fool or With d areas of IN&Man one squ we mi �tFuture Conditions 1%Annual Chante Flood Ha4it .,,.,<, Area with Reduced Flood Rssk due to OTHER AREAS OF Lovee See Notes, ' 0 r��ti'E FLOOD HAZARD Area with Flood Pftk due to Levee {El 16 Feet No sCY41h Area of Minimal Flood Hawd Q Ef"ove LOMRs OTHER AREAS Area of Undelemoned Flood Hannrd OENEM -—–- Cmamnef,Culverl.or Storm Sewer STRUCTURES l 1 11 1 11 Levee 011ie.of Floodwall Crass Sections wmh 1%Annual Chance I's water Sudoce Elevatron Consul Transect — But Flood Elevation Line WTI Limit of Study ---- lur"Kioon Boundary ----- Coastal Transect Baseline OTHER _ Prolue Baseene FEATURES Hydro[rapMc Feature Digital Data Available TO%A of Southold AREA OF'MINIMAL LOOD HAZARD ni1'+l �,Dratl,l Data Available 360813 � -� MAP PANELS Unmapped O The pin displayed on 1M map n an approtinmit r t r point selected by the user and does not eeprese f, an authordatire property IoC.J410n TMs map complys wdn FEMA-s standards for the uee of dit"I flood maps H k is not vole as described below. The basemap shown complies with FE AA-s baserrip accuracy standards The flood hazard information is der red drrecly from the authoritative NFHL web servrpes provided by FEMA Thr*nuip was exported on 3 17 2021 at 10 34 AM and doll not reflect changes a amendments subsequent to ttMs date and Uml.The NFHL and~five information may chane or bevww superseded by new data over time. This map wrulge is void If the one or more of the foRowwng map elements do not appear.basemap"ItIr y.flood>!Mle IabNf. legend,scale bar map creation date commLnay ndeMiffers. G T2'1T16'W 41`9% FIRM panel number.and FIRM effective date.Map images for -- -- f f-0,, 1.6,000 unmapoed and unmodemited areas cannot be used for, L! I; ii cif}i) 2 Oil'') regulatory purposes 4 I APPENDIX A SOIL BORING LOGS The Third Generation of Excellence In Water Supply, Water Resources, Civil and Environmental Engineering r; SLACKS TEST BORING P.O. BOX 64, KINGS PARK,LONG ISLAND, NEW YORK 11754 •(631)269-7930• FAX(631)269-7932 Date February 25,2021 Client J.R. Holzmacher,P.E.LLC Phone Job No. 21-076 Boring No. 1 Job Location 460 North View Drive,Orient, New York WATER LEVEL IS DRY BELOW GROUND SURFACE. RECORDED HIGH TIDE LOW TIDE DRILLING METHOD: GEOPROBE QEejH 30" Blows Penetration From To CLASSIFICATION OF SOIL Sample of Spoon Spoon in Inches Ground 2' Fine Brown and Light Brown Topsoil with Organics and Fine Silty Sand into Surface Fine Clean Sand,trace Fine Gravel(SM/SP) Sample#1 @ 0"to 2' WEIGHT OF HAMMER 1-WOH-1-1 24- 21 4' Fine Light Brown Silty Sand and Clean Sand,trace Fine Gravel(SM/SP) Sample#2 @ 2'to 4' WOH-W-1-W 24" 4' 6' Fine Li ht Brown Silty Sand and Clean Sand,trace Fine to Small Gravel (Smisp) Sample#3 @ 4'to 6' 1-1-2-2 24" 6' 8' Fine Light Brown Clean Sand,trace Fine Silty Sand,trace Fine Gravel(SP) Sample#4 @ 6'to 8'p 2-2-2-2 24" 8' 10' Fine Light Brown Clean Sand,trace Fine Gravel(SP) Sample#5 @ 8'to 10' 2-2-2-3 24" 10' 12' Fine Light Brown Sand (SP) Sample#6 @ 10'to 12' 2-1-2-1 24" 12' 17' Fine Ug ht Brown and Rust Brown Silty Sand and Clean Sand into Fine to Small Silty Sand,trace Gravel(SM) Sample#7 @ 15'to 17' 3-8-9-7 24- 17' 22' OBSTRUCTION AT 20'U'-RELOCATED AND CONTINUED FROM 25'0" 25' 27' Fine Brown Silty Sand and Clean Sand,trace Fine Gravel ino Broken Stone (SM/SP) Sample#8 @ 25'to 27' 16-17-22- 24" REFUSAL END OF BORING 30'0"-REFUSAL SLACKS TEST BORING P.O. BOX 64,KINGS PARK, LONG ISLAND,NEW YORK 11754•(631)269-7930• FAX(631)269-7932 Date February 25,2021 Client J.F .Holzmacher, P.E.LLC Phone Job No. 21-076 Boring No. 2 Job Location 460 North View Drive,Orient,New York WATER LEVEL IS DRY BELOW GROUND SURFACE.RECORDED HIGH TIDE LOW TIDE DRILLING METHOD: GEOPROBE DERTH 30" Blows Penetration From To CLASSIFICATION OF SOIL Sample of Spoon Spoon in Inches Ground 2' FineBrownTopsoil with Organics and Fine Silty Sand,trace Fine Gravel Surface Sample#1 @ 0"to 2' 2-5-6-6 24" 2' 4' Fine Brown Silty Sand,some Fine to Small Gravel,some Broken Stone(SM) Sample#2 @ 2'to 4' 8-8-8-11 24" 4' 6' Fine to Medium Brown Silty Sand,some Fine to Small Gravel,some Organics(SM) Sample#3 @ 4'to 6' 410-10-11 24" 6' 8' Fine to Medium Brown Silty Sand,some Fine to Small Gravel(SM) Sample#4 @ 6'to 8' 6-5-6-8 24" 8' 10' Fine to Medium Brown Silty Sand,trace Fine to Small Gravel,some Broken Stone(SM) Sample#5 @ 8'to 10' 648-8-13 24" 10' 12' Fine to Medium Brown Silty Sand,some Fine to Small Gravel,some Clean Fine Sand(SM) Sample#6 @ 10'to 12', 6-10-11-14 24" 12' 27' Fine to Medium Pale Brown Clean Sand,trace Fine Gravel(SW) Sample#7 @ 15'to 17' 5-5-6-7 24" Sample#8 @ 20'to 22' 3-5-5-6 24" Sample#9 @ 25'to 27' 4-8-9-10 24' 27' 32' Fine to Medium Pale Brown Clean Sand,trace Fine Gravel(SW) Sample#10 a0 30'to 32' 8-9-11-10 24" E_ OF BORING: 32'0" 1' SLACKE TEST BORING P.O. BOX 64, KINGS PARK, LONG ISLAND,NEW YORK 11754 -(631)269-7930- FAX(631)269-7932 Date February 25,2021 Client J.R.Holzmacher, P.E.LLC Phone Job No. 21-076 Boring No. 3 Job Location 460 North View Drive,Orient,New York WATER LEVEL IS DRY BELOW GROUND SURFACE. RECORDED HIGH TIDE LOW TIDE DRILLING METHOD: GEOPROBE QETTH 30" Blows Penetration From To CLASSIFICATION OF SOIL Sample of Spoon Spoon In Inches Ground 2' Fine Brown Topsoil with Organics and Silty Fine Sand,trace Fine to Small Gravel(SM) Surface Sample#1 @ 0"to 2' 2-3-6-8 24" 2' 4' Fine Brown Silty Sand,some Broken Stone,some Fine to Small Gravel(SM) Sample#2 @ 2'to 4' 7-8-9-13 24" 4' 6' Fine to Medium Brown Silty Sand,some Fine to Large Gravel,some Broken Stone(SM) Sample#3 @ 4'to 6' 11-21-13-10 24" 6' 8' Fine to Medium Brown Silty Sand, trace Fine to Small Gravel(SM) Sample#4 @ 6'to 8' 4-10-10-12 24" B' 10' Fine to Medium Light Brown Clean Sand and Silty Sand,some Fine to Small Gravel(SW) Sample#5 @ 8'to 10' 13-23-16-16 24" 10' 12' Fine to Medium Light Brown Clean Sand, some Fine to Small Gravel,some Broken Stone(SW) Sample#6 @ 10'to 12' 18-35- 24" REFUSAL 12' 17' Fine Brown and Light Brown SiltySand and Clean Sand into Clean Fine Sand,some Fine Gravel(SWSP) Sample#7 @ 15'to 17' 11-11-10-9 24" 17' 22' Fine Light Brown and Pate Brown Clean Sand,trace Fine Gravel(SP) Sample#8 @ 20'to 22' 5-5-6-8 24" 22' 32' Fine Pale Brown Clean Sand,trace Fine Gravel (SP) 7-8-9-10 24" Sample#9 @ 25'to 2T Sample#10 @ 30'to 32' 5-8-7-7 24" END OF BORING: 32'0" 0 APPENDIX B SOIL BEARING STRENGTH The Third Generation of Excellence In Water Supply, Water Resources, Civil and Environmental Engineering 11, APPENDIX B Slacke Test Borings Astley House Onont,NY Borrg Performed onFetxuary 25,2021 B4 Sample Depth(ft bg) Blows N Bean ng From To (per 6") Strength(TSF) 0 2/ 1 WOH 1 1 010 1 2 4 WOH WOH 1 1 010 WOH 4 6 1 1 2 3 031 2 6 8 2 2 2 4 041 2 8 10 2 2 2 4 041 3 10 12 2 1 2 3 031 1 15 17 3 8 9 17 176 7 20 22 REFUSAL 0 000 25 27 16 17 22 39 404 REFUSA 30 32 REFUSAL 0 000 GROUNDWATER NOT ENCOUNTERED J R Holzmacher P E,LLC Consulting Engineers APPENDIX B Slacke Test Borings Astley House Orient,NY Boruig Performed onFebruary 25,2021 B-2 Sample Depth(ft bg) Blows N Bearing From To (per5') Strength(TSF) 0 2 2 5 6 11 114 6 2 4 8 8 8 16 166 11 4 6 4 10 10 20 207 11 6 8 6 5 6 11 114 8 8 10 6 8 8 16 166 13 10 12 6 10 11 21 218 14 15 17 5 5 6 11 114 7 20 22 3 5 5 10 104 6 25 27 4 8 9 17 176 10 30 32 8 9 11 20 207 10 GROUNDWATER NOT ENCOUNTERED J P Nokmacher P E,LLC Consulting Engineers APPENDIX B Slacke Test Borings Astley House Orient,NY Boring Performed onFebruary 25,2021 B,3 Sample Depth(ft bg) Blows N Bearing From To (per8") Strength(TSF) 0 2 2 3 6 9 093 8 2 4 7 8 9 17 1.76 13 4 6 11 21 13 34 353 10 6 8 4 10 10 20 207 12 8 10 13 23 16 39 404 16 10 12 18 35 REFUSAL 35 3.63 15 17 11 11 10 21 218 9 20 22 5 5 6 11 1 14 8 25 27 7 8 9 17 176 10 30 32 5 8 7 15 1 56 7 GROUNDWATER NOT ENCOUNTERED J R.Hokmacher P E,LLC Consulting Engineers APPENDIX C SEISMIC SUMMARY REPORT The Third Generation of Excellence In Water Supply, Water Resources, Civil and Environmental Engineering • (109}IN4' H P D N View Dr,Orient, NY 11957, USA Latitude,Longitude:41.1538554,-72.2929551 CSO-ogle reap data @1011 Date- — - -------�--3l17f2021,10.3941 AM Design Code Reference Document IBC-2015 Risk Category II Site Class D-Stiff Solt F!-;;---- Value Description ' SS 0 164 MCER ground motion(for0 2 second period) S, 0056 MCER ground motion(for t Os period) SMS 0 246 Site-modified spectral acceleration value S 0 135 Site-modified spectral acceleration value SDS 0.164 Numeric seismic design value at02second SA SD, 009 Numeric seismic design value at 10 second SA l Type Value Description SDC B Seismic design category Fs 16 Site amplification factorat 0 2 second Fv 2.4 Site amplification factorat 1 0 second PGA 0 076 MCEG peakground acceleration FPGA 16 Site amplification factorat PGA PGA,, 0 122 Site modified peakground acceleration TL 6 Long-penod transition period in seconds SsRT 0.164 Probabilistic nsMaigeted ground motion(0 2 second) i SSUH 0 171 Factored undonn•hazard(2%probability of ezceedance in 50 years)spectral acceleration 1 SsD 1 5 Factored deterministic acceleration value (0 2 second) S1RT 0 056 Probabilistic nsk-targeted ground motion(1 0 second) .� S1UH 0 063 Factored unifonnatazard(2%probabilityof eirceedance in 50 years)spectral acceleration SID 0.6 Factored detertninisbc acceleration value.(1 0 second) 'PGAd 06 Factored deterministic acceleration value(Peak Ground Acceleration) i CRS 0 899 Mapped value of the nskmefficient at stied penods {CRI 0 898 Mapped value of the nskcoeffrcient at a penod of 1 s OISCLAIMER While the Infonnation presented on this website Is believed to be correct.SEAOC/OSHPD and its sponsors and oentr[butors assume no responsibility or liability for its accuracy The material presented In thisweb application should not be used or relied upon for any specific application without competent examination and venfication of its occ uracy,suitability and applicability by engineers or other licensed profemonals.SEAOC/OSHPD do not Intend that the use of thisinformation replace the sound judgment of such competent prefessonals,having experience and knowledge in the field of practice,nor to substitute forthe standard of care required of such pmfessonalsin Interpreting and applying the results of the mimic data provided by this website Users of the information from thiswebsite assume all liability adsng from such use Use of the output of[his webste does not imply approval by the governing building code bodies responsible for building code approval and Interpretation for the building ste described by lafitudeAongitude location in the search results of this website I I I I ..- y� "-._ til►1 � � n f• '3#� � \\ `moi � t IN \- v = r 1 \ rf '"+\`i,\X r♦ ' \ \ x t •` \ �• � '��': !t `�,. it i� X� �,r J-y! , { •�., '� � �,�,' >r ; ! ;f ��,� � '`'� ;,. "'�l s��f.(r f! ! 4�.,/ter k��i� -�orf� 't y 1�•� �!! !��. i,1F` � �! :J� \ f Y i JWDESCUMMILOCKFM - --- 1460 NORTH VIEW DRIVE ORIENT, NEW YORK SLACKE TEST BORING. P.M BOX 64.IGW-,S PMX LONG ISLAND.NY 11754a r FIRM MAP 5 The Third Generation of Excellence In Water Supply, Water Resources, Civil and Environmental Engineering R- 07 Mai Oa W07 P0.655 MD. 3M(,,) JNA 4m. 3A,, 3 M(.) e. I 7A N 11,22 I?A A P FOR KL NO No SEE SEC NO M C—-7 SEC SEE ..S —3 1A11" LINE —C. UNE 3; 12 W� —Ow 5"c'"O"No 121) mmc NOTICE COUNTY OF SUFFOLK E Tax Service Agency E Y 13 CMnry NY G Real Property M A P PROPERTY MAP OFFICE LOCATION: �!`�®� ® �® MAILING ADDRESS: Town Hall Annex sy® x :A �® P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 G - - Telephone: 631 765-1936 C®U ,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, Assistant Town Planning Director LWRP Coordinator ti = Date: July 8, 2021 Re: Local Waterfront Coastal Consistency Review for CHRISTOPHER &AMY ASTLEY SCTM# 1000-13-1-5.2 & 6 Martin Finnegan, Esq. on behalf of CHRISTOPHER &AMY ASTLEY request a Wetland Permit and a Coastal Erosion Permit for the merger of two (2) single-family residential properties, the demolition of 900± SF of the existing single-family residence and 200± SF of attached decking 11± feet and 3± feet, respectively, from the top of the bluff, and the removal of an existing 20± linear foot stone retaining wall and 500± SF of existing driveway 11± and 5±, respectively, from the top of the bluff, all on the easterly lot; the abandonment of the existing sanitary system on the easterly lot 15± feet from the top of bluff; the renovation/conversion of 600± SF of existing residence on the easterly, lot to a new pool house (the portion of the existing basement garage that is beneath the proposed,. pool house will remain for storage) with roof deck 11±feet from the top of bluff(within the footprint, of the existing residence); the construction of 420 SF deck over the footprint of existing residence on easterly lot 10± feet from the top of bluff; the construction of a 719± SF swimming pool and 78± SF hot tub with a 388± SF paver patio landward of the CEHA line and 55±feet (at a minimum) from the top of the bluff; the installation of a total of 55± linear feet of steel, stone and timber retaining walls for retained areas all 45± (at a minimum) from the top of bluff and all landward of the CEHA line; construction of a new outdoor shower attached to the new pool house landward of the CEHA line and 36±feet from the top of bluff; the installation of a new propane tank and sanitary system upgrades landward of the CEHA line and 75±feet and 50+.feet, respectively from the top of the bluff; installation of a 680± SF permeable gravel patio and some low-profile lawn steps seaward of the westerly residence 19±feet and 11±feet, respectively from the top of bluff; the installation of leaders, gutters, catch basins and drywells throughout the property to control stormwater runoff; the installation of a drywell for swimming pool backwash landward of the CEHA line and more than 75 feet from the top of bluff; the installation of 4 foot high pool barrier fence and gates with variable setbacks to the top of bluff throughout the properties; the installation of a steppingstone walkway and gravel parking area on the westerly lot all landward of CEHA line and more than 75 feet from . the top of bluff; and to establish and perpetually maintain a variable width native vegetation buffer area along the top of bluff. Located: 460 & 320 North View Drive, Orient. SCTM# 1000-13-1-5.2 & 6 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 proposed action is INCONSISTENT with the below LIWRP Policy. 4.1 Minimize losses of human life and structures from flooding and erosion hazards. I A. Minimize potential loss and damage by locating development and structures away from flooding and erosion hazards. 3. Move existing development and structures as far away from flooding and erosion hazards as practical. Maintaining existing development and structures in hazard areas may be warranted for.- a. oraa. structures which functionally require a location on the coast or in coastal waters. b. water-dependent uses which cannot avoid exposure to hazards. c. sites in areas with extensive public investment, public infrastructure, or major public facilities. The proposed action to retain-and convert the existing structures in the CEHA is not supported by this policy. The intent of this policy is to protect life, structures, and natural resources from erosion hazards throughout the Town of Southold with ample setbacks to mitigate adverse impacts from storms over time. d. sites where relocation of an existing structure is not practical. The parcel size would allow the structures to be located outside of the CEHA. 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: Damon Hagan, Assistant Town Attorney �1 �Y Peter Young,Chairman Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held July 7, 2021 the following recommendation was made: Moved by John Chandler, seconded by Carol Brown, it was RESOLVED to NOT SUPPORT the application of CHRISTOPHER T. ASTLEY & AMY ASTLEY to merge two (2) single-family residential properties, demolition of 900 sf. of an existing single-family residence 11' from top of bluff, 200 sf. of attached decking 3' from the top of bluff, and stone retaining walls and an existing driveway adjacent to top of bluff on the easterly lot. Abandonment/removal of existing sanitary system on easterly lot 15' from top of bluff, renovation/conversion of 600 sf. of existing residence on the easterly lot to a new pool house (the portion of the existing basement garage that is beneath the proposed pool house will remain for storage) 11' from the top of bluff (within the footprint of the existing residence), the construction of 420 sf. 'deck over the footprint of the existing residence on the easterly lot 10' from the top of bluff, the construction of a 770 sf. swimming pool with paver patio and retaining walls all landward of the CEHA and 55' from top of bluff. Installation of a new propane tank landward of the CEHA and 75' from top of bluff, and sanitary system upgrades all landward of the CEHA and 50' form top of bluff. A permeable patio, some low-profile retaining walls, stepping stone walkway and gravel parking are proposed around the existing resident on the westerly lot. Located: 460 and 320 North View Drive, Orient. SCTM#13-1-5.2&6 Inspected by: John Chandler The CAC does Not Support the application because there was not enough information to make a determination, such as proximity to the bluff and an erosion mitigation plan. Vote of Council: Ayes: All Motion Carried ;�, Ryall She���- dan Architicts SEC To Elizabeth Cantrell, !!; Town of Southold, Board of Trustees �U� 5 2d2� From Niall Carroll �0L' d Toren Date 24 June,2021 Via: FedEx Project Astley,460&320 North View Dr, Browns Hills,Orient, NY ENCLOSURES COPIES DESCRIPTION NO. DATE REV. 4 Proposed Site Plan A002 06/22/2021 4 Construction Methodology A003 06/22/2021 4 Drainage&Grading Plan A004 06/22/2021 4 Prop.Pool&Pool house Plans A100 06/22/2021 4 Prop.Pool&Pool house Plans A101 06/22/2021 4 Demolition Plans A102 06/22/2021 4 Prop.Elevations A200 06/22/2021 4 Existing Elevations A201 06/22/2021 4 Prop.Pool&Pool house sections A300 06/22/2021 4 Prop.Pool&Pool house sections A301 06/22/2021 Remarks: Dear Ms Cantrell: Please find enclosed four copies of our architectural drawings relating to the filing at 460 and 320 North View Drive, Browns Hills in Orient NY.SCTM No. 1000-13-1- 5.2&6. Sincerely, Niall Carroll 174 Fifth Avenue 300 New York, NY 10010 646 809 4343 ryallsheridan.com Cantrell, Elizabeth nn E u E LV- Ii 11 1 From: Brant Reiner <breiner@nelsonpope.com> Sent: �'I Wednesday,June 23, 2021 2:28 PM JUN 2 3 2021 To: Cantrell, Elizabeth I Cc: Martin Finnegan; Niall Carroll ScuttEi d"burn Subject: Astley,460 and 320 North View Road, Orient - LUSLOliat"Iof tens Attachments: 2021-06-22 UPDATED North View Drive Project Narrative for Trustees submission.pdf HI Liz: Following up on our conversation from last Tuesday regarding the pending Trustees application for the Astley properties on North View Drive in Orient, I offer the following: 1. Tomorrow morning, Martin Finnegan, copied here, will be delivering to your office four(4) signed and sealed prints of the existing conditions of these properties. The surveyor is working on the necessary survey updates to represent all proposed site improvements and address your comments from last week. We understand that you require four(4) prints of this updated survey/site plan by June 30rd. We hope to have these to you by this date —the surveying workload is backlogged. 2. Attached is an updated project narrative report,which includes a more comprehensive representation of the proposed site improvement details as well as areas and dimensions associated with such. 3. The architect(Niall Carroll), copied here, has prepared an updated architectural plan set(inclusive of site plans, elevations, cross-sections and floor plans) with areas calculations noted to address the items you discussed with me last week. Four(4)signed and sealed prints of these plan sets are being express mailed to you for delivery this week. 4. You asked for a summary of the proposed project description. Here's an excerpt from the project narrative: The proposed activities include; the merger of two (2)single-family residential properties; the demolition of 900± SF of the existing single-family residence and 200±SF of attached decking 11±feet and 3±feet, respectively,from the top of the bluff, and the removal of an existing 20±linear foot stone retaining wall and 500±SF of existing driveway 11±and 5_+, respectively,from the top of the bluff, all on the easterly lot;the abandonment of the existing sanitary system on the easterly lot 15±feet from the top of bluff,the renovation/conversion of 600±SF of existing residence on the easterly lot to a new pool house (the portion of the existing basement garage that is beneath the proposed pool house will remain for storage) with roof deck 11±feet from the top of bluff(within the footprint of the existing residence); the construction of 420 SF deck over the footprint of existing residence on easterly lot 10±feet from the top of bluff,the construction of a 719±SF swimming pool and 78±SF hot tub with a 388±SF paver patio, all landward of the CEHA line and 55±feet(at a minimum)from the top of the bluff,the installation of a total of 55±linear feet of steel, stone and timber retaining walls for retained areas all 45±(at a minimum)from the top of bluff and all landward of the CEHA line,construction of a new outdoor shower attached to the new pool house landward of the CEHA line and 36±feet from the top of bluff, the installation of a new propane tank and sanitary system upgrades all landward of the CEHA line and 75±feet and 50+feet, respectively from the top of the bluff;installation of a 680±SF permeable gravel patio and some low-profile lawn steps seaward of the westerly residence 19±feet and 11±feet, respectively from the top of bluff; the installation of leaders, gutters, catch basins and drywells throughout the property to control stormwater runoff; the installation of a drywell for swimming pool backwash landward of the CEHA line and more than 75 feet from the top of bluff, the installation of 4 foot high pool barrier fence and gates with variable setbacks to the top of bluff throughout the properties; the installation of a steppingstone walkway and gravel parking area on the westerly lot all landward of CEHA line and more than 75 feet from the top of bluff; and the establishment of a variable width native vegetation buffer area along the top of bluff. 1 I believe these items address your comments. Please let me know if you have any questions and/or require additional information and materials to complete the Town review coordination and public noticing. Thanks, Brant A. Reiner Fri) Project Manager/Sr. Environmental Scientist �r .... LW NELSON POPE VOORHIS JUN 23 2021 Long Island. 70 Maxess Road, Melville, NY 11747 Hudson Valley: 156 Route 59,Suite C6,Suffern, NY 10901 o: 631.427.5665 x186 c: 631.786.2033 SmOiold Town breiner@nelsonpopevoorhis.com Board of Trustees nelsonpopevoorhis.com This communication and any attachments are intended only for the use of the individual or entity named as the addressee. It may contain information which is privileged and/or confidential under applicable law. If you are not the intended recipient or such recipient's employee or agent,you are hereby notified that any dissemination, copy or disclosure of this communication is strictly prohibited and to notify the sender immediately. ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 _/ NELSON POPE VOORHIS environmental•land use •planning H nyl Project Narrative -Addendum460 and 320 North View Drive, Orient Town of Southold,Suffolk CountySCTM No. 1000-13-1-5.2& 6 UPDATED:June 22, 2021 Amy and Christopher Astley,owners of the above referenced properties seek regulatory approval for the proposed merger of the two (2) lots, the partial removal of a single-family dwelling partially located within the Coastal Erosion Hazard Area (CEHA), the renovation/conversion of the remainder of the existing residence partially within the CEHA to create a pool house and attached deck, the construction of a proposed swimming pool and pool patio (completely landward of the CEHA), and installation of retaining walls, fill, landscaping and drainage structures to mitigate stormwater runoff onsite. A sanitary system abandonment and connection to another existing sanitary system are also proposed to service the proposed improvements noted above. Permits are needed from the Southold Town Trustees with respect to the bluff and Coastal Erosion Hazard Area.The following narrative supports the Southold Town Trustees application package associated with this project. Proiect Site Location and Existing Site Conditions The project site, which consists of two (2) single and separate lots known as 460 and 320 North View Drive in the hamlet of Orient, Town of Southold, New York, is located between the north side of North View Drive and the south shore of the Long Island Sound, approximately 220 feet east of South View Drive. The project site is more particularly described on the Suffolk County Tax Map (SCTM) as: • 1000-13-1-5.2 (460 North View Drive) • 1000-13-1-6 (320 North View Drive) The 0.88 acre 460 North View Drive property contains a single-family residence,which the Astley family currently occupy. The 0.65 acre 320 North View Drive property is developed with a single- family residence that is currently unoccupied. 460 North View Drive is owned by Amy & Chris Astley, and 320 North View Drive is owned by Amy Astley. A heavily vegetated stable bluff is situated between the upland improvements to the project site and the Long Island Sound shoreline. The existing conditions of the subject site are shown on the site development plans provided with the Trustees application package. Long Island-70 Maxess Road, Melville, NY 11747 • 631 427.5665 nelsonpopevoorhis.com Hudson Valley. 156 Route 59,Suite C6,Suffern, NY 10901 845.368.1472 JnDECE � VE Project Narrative-Addendum JUN 2 3 2021 460 and 320 North View Drive,Orient SoLlthoid Toyan Project Description Board of Trustees The proposed activities include; the merger of two (2) single-family residential properties; the demolition of 900±SF of the existing single-family residence and 200±SF of attached decking 11± feet and 3±feet, respectively,from the top of the bluff, and the removal of an existing 20± linear foot stone retaining wall and 500±SF of existing driveway 11± and 5±, respectively,from the top of the bluff, all on the easterly lot; the abandonment of the existing sanitary system on the easterly lot 15± feet from the top of bluff; the renovation/conversion of 600± SF of existing residence on the easterly lot to a new pool house (the portion of the existing basement garage that is beneath the proposed pool house will remain for storage) with roof deck 11± feet from the top of bluff (within the footprint of the existing residence); the construction of 420 SF deck over the footprint of existing residence on easterly lot 10± feet from the top of bluff; the construction of a 719± SF swimming pool and 78± SF hot tub with a 388± SF paver patio, all landward of the CEHA and 55±feet (at a minimum) from the top of the bluff; the installation of a total of 55± linear feet of steel, stone and timber retaining walls for retained areas all 45± (at a minimum) from the top of bluff and all landward of the CERA; construction of a new outdoor shower attached to the new pool house landward of the CEHA and 36±feet from the top of bluff; the installation of a new propane tank and sanitary system upgrades all landward of the CEHA and 75± feet and 50+ feet, respectively from the top of the bluff; installation of a 680± SF permeable gravel patio and some low-profile lawn steps seaward of the westerly residence 19± feet and 11± feet, respectively from the top of bluff; the installation of leaders, gutters, catch basins and drywells throughout the property to control stormwater runoff; the installation of a drywell for swimming pool backwash landward of the CEHA and more than 75 feet from the top of bluff; the installation of 4 foot high pool barrier fence and gates with variable setbacks to the top of bluff throughout the properties; the installation of a steppingstone walkway and gravel parking area on the westerly lot all landward of CEHA and more than 75 feet from the top of bluff; and the establishment of a variable width native vegetation buffer area along the top of bluff. The project has been designed to minimize activity within the Coastal Erosion Hazard Area and shift structural improvements landward, where possible to protect the bluff. During a preapplication meeting with Southold Town Trustees John Bredemeyer III and Michael Domino, Mr. Bredemeyer and Mr. Dominio suggested that a Town Board variance from the Town's Chapter 111 (Coastal Erosion Hazard Area) regulations may not be necessary since the proposed activities would not be considered a major addition triggering the need for variance relief under Chapter 111 since there would be no increase to the footprint of a structure within the CEHA by more than 25%. In fact,the footprint will be substantially decreased by the proposed demolition. As such,the Astleys respectfully submit that there is no need for a CEHA variance from the Town Board for this project and request that the Trustees issue a Coastal Erosion Management in conjunction with their review of the Wetlands Permit application for this project. I V 1 Y Page 2 'l J UN 2 3 2021 Project Narrative-Addendum 460 and 320 North View Drive,Orient southold T in i3 ar of Trustees Comparison of Existing and Proposed Site Improvements The following table compares the existing and proposed site improvements: fop of"Bluff=Setbacks:(min}a P -x `" ,Ekisting ' Proposed' Residence with decks-Westerly Lot 25±ft Residence-Easterly Lot n/a Pool house n%a" Swimming Pool and pool patio 55±ft ` Decks—Easterly Lot r�« �3 ft� 13±,ft Sanitary System 50,+ft tq° ,< °, ° a-; °s ,; £° �. ;,, °Vegetate ,lNetlar d'Buffer°°{sq ., �};4 ,i , °r E >"�a � 8,`°, = y° ° "� :s;d; ma;�;.�°°�� ;,,�-�w ° y, .-i ,°. � `, = ,yam �'a` :r Total Covenanted Buffer Area =` ° ' "n%a, � .5,500±SF ``�. ,�. ;ter, 'Y_3%.✓ w :,.. Residence-Easterly Lot -2,078±SF n/a Pool house—Easterly Lot °n/a. "° 603±�SF ° Decks -Easterly lot X3,°52±SF>. " -` 3`40±' F',_'7" TOTAL 2;,430±SF 943±SF"- f'Fa#altiLot Coffer gee,° z�, ";'3 AltoiiaF�le Covercrgefor bothlots.perSouthQfd Tatrrt Cod , (?l):,°T364F °„° ,,,; 5;;,ft,"a r-" Residence with deck-Westerly Lot 2,07$±SF,,,' °��” '�° ` 1,910±SF ` Residence-Easterly Lot 1,910±SF' 0 SF ° Concrete/brick patio—Westerly Lot ° ° ;347 SF � O'SF- Pool house—Westerly Lot _ n/°a , 603±SF " Swimming Pool n/a,` _ 790±SF Deck- Easterly Lot _ 352±SF 340±SF ° Asphalt driveways °903±SF_" , , "`0 SF TOTAL 5,590±SF, 3,642±,SF_ °(30%) ° . (20%) Purpose of Proposed Activity The Astley's purchased the 320 North View Road property with the intention of merging the two (2) single-family residential properties to create one (1) single-family residential property with a pool and pool house. The Astley propose to demolish a portion of the existing easterly house partially within the CEHA as well as the entire deck that is completely within the CEHA and currently attached to the seaward side of the existing house, covert the remainder of the residence into an accessory pool house and attached deck to accompany the proposed swimming k M.M N 1 Y Page 3 - ® Etu a � I JUN 2 3 2021 _ �� Project Narrative-Addendum 460 and 320 North View Drive,Orient s(FLUT ld Tom pool and outdoor living space that will be constructed between the primary residence and proposed pool house,with the ground floor of the existing structure remaining as storage space. Mitigation of Potential Environmental Impacts The proposed actions include the following mitigating factors: • Removal of an existing single-family residential use and associated sanitary system and driveway will reduce density, nitrogen loading, water consumption, and overall potential impacts on surrounding natural resources. • Removal of sanitary system approximately 15'from the top of the bluff. • Installation of new and additional drainage structures and adjustments to grades and landscaping to capture stormwater runoff onsite, further preserving the stabilization of the adjacent bluff, which is heavily vegetated. • Significant reduction of structural improvements within the CEHA with a proposed landward shift of structural site improvements onsite. • According to the Geotechnical Evaluation Report prepared by J.R. Holzmacher P.E., LLC (copy included with this application package), the "Proposed replacement of in-situ soil materials with pool material and water represent a net unloading of the slope in the area where the pool is to be installed and therefore, does not represent additional loading incurred by the bluff slope." • A covenanted vegetative buffer area will be created along the top of the bluff, where no formal buffer area currently exists to further protect the bluff. Response to LWRP"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 11 — Policies;Page 2 for evaluation criteria. A substantial portion of the legally existing nonconforming residence and deck will be removed from the CEHA area. Furthermore, the conversion of the existing single-family dwelling to a proposed pool house represents a reduction in overall building mass and an upgrade to the unkept residence and failing decking structures, which is a benefit to the surrounding residences in this coastal community. And, according to the Geotechnical Report prepared by Holzmacher, the proposed construction of the swimming pool onsite will have a net positive impact on stability of the bluff. More details are provided in the construction methodology and engineering plans that are included in this application package. kwim I V PV Page 4 dFD � ECE JUN 2 3 2021 Project Narrative-Addendum 460 and 320 North View Drive,Orient Solt aid To"In~ Board of Trustees Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section H/—Policies Pages 6 and 7 for evaluation criteria. The project involves the renovation and downsizing of the existing single-family residence via the removal of a majority of the building and the conversion of a small portion of the building to a modest (400 sq. ft.) pool house with an attached deck, all within the footprint of the existing residence. It is also important to note that the project includes a net decrease in coverage in the CEHA, further enhancing visual qualities of and around the subject property. The proposed swimming pool will be partially below grade,which will further minimize potential visual impacts from the adjacent North View Road. And, the entire property will be screened with hearty vegetation along the street front property line and throughout the entirety of the interior of the property. Finally, due to the significant elevation of the property, and the thick bluff vegetation, visual impacts from the adjacent shoreline (Long Island Sound) are not anticipated. Policy 4. Minimize loss of life,structures, and natural resources from flooding and erosion. See LWRP Section 111—Policies Pages 8 through 16 for evaluation criteria. A 10'wide non-disturbance/non-fertilization buffer extending landward from the top of the bluff is being proposed as part of this project to further protect the stable bluff from potential stormwater runoff that may elude the intricate series of drainage structures also being proposed as part of this project. Also, according to the Geotechnical Report prepared by Holzmacher, the proposed installation of the swimming pool will have a net positive impact on the stability of the bluff. Refer to the Construction Methodology and engineering plans that are included with this application. Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section 111—Policies Pages 16 through 21 evaluation criteria. The proposed merger of the lots will eliminate a single-family residential use, thereby reducing the density in this community. The byproducts of the density reduction are decreases in potable water consumption and nitrogen loading from wastewater as well as a reduced potential for impacts to surrounding natural resources. The proposed drainage engineering plan demonstrates the proper capture, retention and natural percolation/filtration of stormwater runoff to protect the adjacent bluff from potential erosion and the adjacent wetland and surface waters from potential pollutants. I V PV Page 5 Glenn Goldsmith,President qtr Q S0�j 'ti . Town Hall Annex A. Nicholas Krupski,Vice President'`O�° ��,�'� ` 54375 Route 25 P.O. Box 1179 John M. Bredemeyer IIIA Southold, New York 11971 Michael J.Domino Telephone(631) 765-1892 Greg Williams 4�1frr Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application o� Wetland Permit Application Administrative Permit Amendment/TransfedExtension /' "Received Application: .52$•2( ,Received Fee: $ -f00.DD ,/"Completed Application:— 2j Incomplete: / SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): r-"'LWRP Consistency Assessme t Form Sent:---H _�_ �-D E C V"CAC Referral Sent: a,, 15 U U L� Date of Inspection: 7,7, t Receipt of CAC Report: i MAY 8 2029 Technical Review: Public Hearing Held: Resolution: Southold Town Board pf Trustees- Owner(s)Legal Name of Property(as shown on Deed): Christopher t.Astley&Amy Astley(460 North View Dr),and Amy Astley(320 North View Dr) Mailing Address: 434 Greenwich St,#2F,New York,NY 10013 Phone Number: 917-816-4772 Suffolk County Tax Map Number: 1000 - 13-1-5 2&6 Property Location: 460 and 320 North View Drive,Orient (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT (If applicable): Brant Reiner Mailing Address: Nelson,Pope and Voorhis,70 Maxess Road,Melville,NY 11747 Phone Number: 631-427-5665 x186 C� / J �� X71/ I � NELSON POPE VOORHIS environmental•land use •planning Project Narrative - Addendum 460 and 320 North View Drive, Orient Town of Southold, Suffolk County SCTM No. 1000-13-1-5.2& 6 Amy and Christopher Astley,owners of the above referenced properties seek regulatory approval for the proposed merger of the two (2) lots, the partial removal of a single-family dwelling partially located within the Coastal Erosion Hazard Area (CEHA), the renovation/conversion of the remainder of the existing residence partially within the CEHA to create a pool house and attached deck, the construction of a proposed swimming pool and pool patio (completely landward of the CEHA), and installation of retaining walls, fill, landscaping and drainage structures to mitigate stormwater runoff onsite. Sanitary system upgrades are also proposed to service the proposed improvements noted above. Permits are needed from the Southold Town Trustees with respect to the bluff and Coastal Erosion Hazard Area. The following narrative supports the Southold Town Trustees application package associated with this project. Prosect Site Location and Existing Site Conditions The project site, which consists of two (2) single and separate lots known as 460 and 320 North View Drive in the hamlet of Orient, Town of Southold, New York, is located between the north side of North View Drive and the south shore of the Long Island Sound, approximately 220 feet east of South View Drive. The project site is more particularly described on the Suffolk County Tax Map (SCTM) as: • 1000-13-1-5.2 (460 North View Drive) • 1000-13-1-6 (320 North View Drive) The 0.88 acre 460 North View Drive property contains a single-family residence,which the Astley family currently occupy. The 0.65 acre 320 North View Drive property is developed with a single- family residence that is currently unoccupied. 460 North View Drive is owned by Amy & Chris Astley, and 320 North View Drive is owned by Amy Astley. A heavily vegetated stable bluff is situated between the upland improvements to the project site and the Long Island Sound shoreline. The existing conditions of the subject site are shown on the site development plans provided with the Trustees application package. Long Island: 70 Maxess Road, Melville, NY 11747 • 631.427.5665 • nelsonpopevoorhis.com Hudson Valley: 156 Route 59,Suite C6,Suffern, NY 10901 • 845.368.1472 Project Narrative-Addendum 460 and 320 North View Drive,Orient Project Description The proposed activities include the merger of two (2) single-family residential properties, the demolition of 900±SF of an existing single-family residence 11±feet from the top of bluff, 200± SF of attached decking 3± feet from the top of the bluff, and stone retaining walls & an existing driveway adjacent the top of bluff on the easterly lot, the abandonment/removal of the existing sanitary system on the easterly lot 15±feet from the top of bluff, the renovation/conversion of 600±SF of existing residence on the easterly lot to a new pool house (the portion of the existing basement garage that is beneath the proposed pool house will remain for storage) 11±feet from the top of bluff(within the footprint of the existing residence), the construction of 420 SF deck over the footprint of existing residence on easterly lot 10± feet from the top of bluff, the construction of a 770±SF swimming pool with paver patio and retaining walls all landward of the CEHA and 55±feet from the top of the bluff, the installation of a new propane tank landward of the CEHA and 75±feet from the top of the bluff, and sanitary system upgrades all landward of the CEHA and 50+feet from the top of the bluff. A permeable patio, some low-profile retaining walls, a stepping stone walkway and gravel parking area are proposed around the existing residence on the westerly lot. The project has been designed to minimize activity within the Coastal Erosion Hazard Area and shift structural improvements landward, where possible to protect the bluff. During a preapplication meeting with Southold Town Trustees John Bredemeyer III and Michael Domino, Mr. Bredemeyer and Mr. Dominio suggested that a Town Board variance from the Town's Chapter 111 (Coastal Erosion Hazard Area) regulations may not be necessary since the proposed activities would not be considered a major addition triggering the need for variance relief under Chapter 111 since there would be no increase to the footprint of a structure within the CEHA by more than 25%. In fact,the footprint will be substantially decreased by the proposed demolition. As such,the Astleys respectfully submit that there is no need for a CEHA variance from the Town Board for this project and request that the Trustees issue a Coastal Erosion Management in conjunction with their review of the Wetlands Permit application for this project. 1 Comparison of Existing and Proposed Site Improvements The following table compares the existing and proposed site improvements: NPV Page 2 Project Narrative-Addendum 460 and 320 North View Drive,Orient Top of Bluff Setbacks(min) Existing Proposed Residence with decks-Westerly Lot 25±ft 25±ft Residence- Easterly Lot 11±ft n/a Pool house n/a 11±ft Swimming Pool and pool patio n/a 55±ft Decks—Easterly Lot 3 ft 13±ft Sanitary System 15' 50+ft Vegetated Wetland Buffer(sq.ft.) Total Covenanted Buffer Area n/a 5,500±SF CEHA coverage calculations Residence- Easterly Lot 2,078±SF n/a Pool house—Easterly Lot n/a 603±SF Decks - Easterly lot 352±SF 340±SF TOTAL 2,430±SF 943±SF Total Lot Coverage Allowable Coverage for both lots per Southold Town Code(205vo): 3,642 SF Residence with deck-Westerly Lot 2,078±SF 1,910±SF Residence- Easterly Lot 1,910±SF 0,SF Concrete/brick patio—Westerly Lot 347±SF 0 SF Pool house—Westerly Lot n/a 603±SF Swimming Pool n/a 790±SF Deck- Easterly Lot 352±SF 340±SF Asphalt driveways 903±SF 0 SF TOTAL 5,590±SF 3,642±SF (30%) (20%) Purpose of Proposed Activity The Astley's purchased the 320 North View Road property with the intention of merging the two (2) single-family residential properties to create one (1) single-family residential property with a pool and pool house. The Astley propose to demolish a portion of the existing easterly house partially within the CEHA as well as the entire deck that is completely within the CEHA and currently attached to the seaward side of the existing house, covert the remainder of the residence into an accessory pool house and attached deck to accompany the proposed swimming pool and outdoor living space that will be constructed between the primary residence and proposed pool house,with the ground floor of the existing structure remaining as storage space. N P V. Page 3 Project Narrative-Addendum 460 and 320 North View Drive,Orient Mitigation of Potential Environmental Impacts The proposed actions include the following mitigating factors: • Removal of an existing single-family residential use and associated sanitary system and driveway will reduce density, nitrogen loading, water consumption, and overall potential impacts on surrounding natural resources. • Removal of sanitary system approximately 15'from the top of the bluff. • Installation of new and additional drainage structures and adjustments to grades and landscaping to capture stormwater runoff onsite, further preserving the stabilization of the adjacent bluff, which is heavily vegetated. • Significant reduction of structural improvements within the CEHA with a proposed landward shift of structural site improvements onsite. • According to the Geotechnical Evaluation Report prepared by J.R. Holzmacher P.E., LLC (copy included with this application package), the "Proposed replacement of in-situ soil materials with pool material and water represent a net unloading of the slope in the area where the pool is to be installed and therefore, does not represent additional loading incurred by the bluff slope." • A covenanted vegetative buffer area will be created along the top of the bluff, where no , formal buffer area currently exists to further protect the bluff. Response to LWRP "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 it — Policies;Page 2 for evaluation criteria. A substantial portion of the legally existing nonconforming residence and deck will be removed from the CEHA area. Furthermore, the conversion of the existing single-family dwelling to a proposed pool house represents a reduction in overall building mass and an upgrade to the unkept residence and failing decking structures, which is a benefit to the surrounding residences in this coastal community. And, according to the Geotechnical Report prepared by Holzmacher, the proposed construction of the swimming pool onsite will have a net positive impact on stability of the bluff. More details are provided in the construction methodology and engineering plans that are included in this application package. N PV Page 4 Project Narrative-Addendum 460 and 320 North View Drive,Orient Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section ll/—Policies Pages 6 and 7 for evaluation criteria. The project involves the renovation and downsizing of the existing single-family residence via the removal of a majority of the building and the conversion of a small portion of the building to a modest (400 sq. ft.) pool house with an attached deck, all within the footprint of the existing residence. It is also important to note that the project includes a net decrease in coverage in the CEHA, further enhancing visual qualities of and around the subject property. The proposed swimming pool will be partially below grade, which will further minimize potential visual impacts from the adjacent North View Road. And, the entire property will be screened with hearty vegetation along the street front property line and throughout the entirety of the interior of the property. Finally, due to the significant elevation of the property, and the thick bluff vegetation, visual impacts from the adjacent shoreline (Long Island Sound) are not anticipated. Policy 4. Minimize loss of life,structures, and natural resources from flooding and erosion. See LWRP Section 111—Policies Pages 8 through 16 for evaluation criteria. A 10' wide non-disturbance/non-fertilization buffer extending landward from the top of the bluff is being proposed as part of this project to further protect the stable bluff from potential stormwater runoff that may elude the intricate series of drainage structures also being proposed as part of this project. Also, according to the Geotechnical Report prepared by Holzmacher, the proposed installation of the swimming pool will have a net positive impact on the stability of the bluff. Refer to the Construction Methodology and engineering plans that are included with this application. Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section Ill—Policies Pages 16 through 21 evaluation criteria. The proposed merger of the lots will eliminate a single-family residential use, thereby reducing the density in this community. The byproducts of the density reduction are decreases in potable water consumption and nitrogen loading from wastewater as well as a reduced potential for impacts to surrounding natural resources. The proposed drainage engineering plan demonstrates the proper capture, retention and natural percolation/filtration of stormwater runoff to protect the adjacent bluff from potential erosion and the adjacent wetland and surface waters from potential pollutants. N PV Page 5 J.R. Holzmacher P.E., LLC 3555 Veterans Memorial Highway, Suite A,Ronkonkoma, New York 11779-7636 Tel: (631)234-2220 Fax: (631)234-2221 e-mail: info@holzmacher.com March 22, 2021 Amy & Christopher Astley 460 North View Drive Orient,New York 11957 Re: Geotechnical Evaluation Report for Astley House,North View Drive Orient,New York 11957 Dear Mr. & Mrs. Astley, J.R. Holzmacher P.E., LLC (JRH) Consulting Engineers has prepared this Geotechnical Evaluation Report (GER) for the above referenced site. The soil borings described in this report were completed by Slacke Test Boring (Slacke). Field data was used in rendering geotechnical evaluation and judgment of subsoil suitability in connection with residential construction at the above referenced site. No materials testing or laboratory analysis were requested or performed on any of the soil samples. EXPLORATION PROGRAM The soil borings were completed on February 25, 2021 to determine the nature and condition of the soils below the existing ground surface at the site. The boring program consisted of drilling three (3) soil borings, B-1 through B-3. Boring B-1 was completed to a depth of 27-feet below grade before encountering refusal; borings B -2 and B-3 were completed to 32-feet below grade. The soil borings were completed by Slacke with oversight by JRH personnel. Samples were collected by a Geoprobe using a split-spoon core barrel sampler. The sampler was driven in six- inch increments by using the equivalent force of the fall of a 140-pound hammer dropped from a height of thirty inches. Samples were collected using a standard 2" by 24" long split spoon sampler driven into the soil. The driller who recorded the Standard Penetration Test (SPT) values characterized the samples recovered during the performance of the test. Based on these descriptions and measurements, a geologic soil-boring log was prepared. The general subsurface conditions encountered during the field exploration program are provided in the soil boring log found in Appendix A. Soil stratification is based on the examination of recovered soil samples and interpretation of the field boring log. The stratification lines, dimensions, and values in this report represent approximate boundaries between soil types; however, the actual transitions and dimensions may be more gradual. While the boring is representative of the subsurface conditions at its respective location and within its respective vertical reach, variations over the site may exist. The Third Generation of Excellence In Vater Supply, mater Resources, Civil and Environmental Engineering Geotechnical Evaluation Report Astley House Orient, NY March 22,2021 Page 2 METHODOLOGY The scope of work was to drill through unconsolidated soils with a Geoprobe to 50-feet below grade or until refusal at one (1) boring location or until refusal and to 32-feet below grade or until refusal at two (2) boring locations or until refusal in order to obtain geotechnical information. Samples were logged and collected at various depths. The borings were logged with respect to blow counts and classified according to the unified soils classification system(USCS). The borings and all samplings were performed in accordance with ASTM D1586-18. Restoration consisted of backfilling the boring holes with sand. Representative samples were routinely obtained during the drilling process at select intervals by applying a two-inch diameter split spoon-sampling tube, driven by the 30-inch fall of a 140- pound hammer. The number of blows required to drive the sample spoon from 6-inches to 18- inches represents the standard penetration resistance (I) of the soil and is an indicator of its bearing capacity. All drilling and testing procedures were performed by applying the guidelines and procedures of ASTM designations: o ASTM D1586 Penetration Test and Split Barrel Sampling of Soils o ASTM D2488 Recommended Practice for Description of Soils o ASTM D2487 Standard Practice for Classification of Soils (USCS) Sectional linear samples were also secured in conjunction with the performance of the standard penetration and density test. The soil profiles reported in the boring log should be reviewed for specific information at individual test depths. SUMMARY This report was developed from conventional and standard soil testing procedures and engineering analyses. In boring B-1 fine topsoil with organics into fine silty sand with trace fine gravel was encountered from grade to 2-feet below grade (SM); throughout the remainder of boring B-1, from 2-feet to 27-feet below grade, fine sand and silty sand with fine gravel and occasional broken stone was encountered (SM/SP). Refusal by subsurface obstruction was encountered at 20-feet below grade and again at 27-feet below grade. In boring B-2 fine topsoil with organics and fine silty sand with trace fine gravel was encountered from grade to 2-feet below grade (SM); throughout the remainder of boring B-2, from 2-feet to 32-feet below grade, fine to medium sand and silty sand with fine gravel and occasional broken stone was encountered (SM/SW). In boring B-3 fine topsoil with organics and fine silty sand with fine gravel was encountered from grade to 2-feet below grade (SM); throughout the remainder of boring B-3, from 2-feet to The Third Generation of Excellence In Nater Supply, mater Resources, Civil and Environmental Engineering Geotechnical Evaluation Report Astley House Orient, NY March 22,2021 Page 3 32-feet below grade, fine to medium sand and silty sand with fine gravel and occasional broken stone was encountered(SM). Low blow counts (N<15) were displayed by boring B-1 from grade to 17-feet below grade, by boring B-2 from grade to 2-feet below grade, from 6-feet to 8-feet below grade, and from 15-feet to 22-feet below grade, and by boring B-3 from grade to 2-feet below grade and from 20-feet to 22-feet below grade. High blow counts (N>25) were displayed by boring B-1 from 25-feet to 27-feet below grade and by boring B-3 from 4-feet to 6-feet below grade and from 8-feet to 12-feet below grade. Based on the blow counts displayed by borings B-1 through B-3 during this exploration program, the site class has been determined to be site class"D" having a stiff soil profile. SUBSURFACE WATER CONDITIONS Groundwater-was not encountered in any boring during this exploration program. FLOOD ZONE The site is located in flood zone "X". Zone "X" is an area outside of the statistical 500-year flood plain and zone as per the Flood Insurance Map (FIRM Map) included in with this report. OBSERVATIONS AND ANALYSIS Soil bearing capacity is estimated from the results of in-situ tests using empirical correlation factors. Soil bearing values (SBVs) were calculated for select sample depths to undisturbed, structurally rated soils. SBVs are shown in tons per square foot (TSF) and are inferred from blow count data, below. Blow count data for all depths sampled is tabulated and included in Appendix B. Boring# TSF @ 3.5-ft TSF @ 5.5-ft TSF @ 7.5-ft TSF @ 11.5-ft TSF @ 16.5-ft B-1 0.10 0.31 0.41 0.31 1.76 B-2 1.66 2.07 1.14 2.18 1.14 B-3 1.76 3.53 2.07 3.63 2.18 SB V estimations are based on metrics for unsaturated sands. Settlement of encountered granular materials is expected to be small in magnitude and to occur rapidly as the load is applied. Settlement of organics, if encountered, will be significant. SEISMIC COMPONENT The 2020 International Building Code (IBC) requires every structure be designed to resist the effects of earthquake motion and be assigned a seismic Design Category. At minimum, this site is classified as Seismic Design Category `D' according to the Earthquake Loads Section 1613.2.2 of the 2020 IBC. Seismic criteria below are provided by the California Office of Statewide Health Planning and Development(OSHPD). The Third Generation of Excellence In mater Supply, Vater Resources, Civil and Environmental Engineering Geotechnical Evaluation Report Astley House Orient, NY March 22,2021 Page 4 Subiect Site Seismic Design Category Class `B' Site Coefficient Fa= 1.6 One Second Site Coefficient F,=2.4 5%Peak Dampened Acceleration Stress Design SDs = 0.164 One Second Peak 5% Dampened Acceleration Stress Design SD1 = 0.09 MCER Ground Motion (For 0.2 Second Period) Ss = 0.154 MCER Ground Motion(For 1.0 Second Period) S1 = 0.056 Site-Modified Spectral Acceleration Value Sols = 0.246 Site-Modified Spectral Acceleration Value SM1 = 0.135 Factors that increase the potential for earthquake induced soil liquefaction include soils that are saturated or nearly saturated, soils that have highly uniform particle sizes or rounded particles and soils that have a very loose soil matrix. The subsurface conditions at this location are not likely to foster liquefaction due to the density of the soil matrix and the large depth to groundwater. The analysis and recommendations are based on the data obtained from the geotechnical test borings completed for this report. The nature and extent of variations may not become evident until open excavation is initiated. Variations should be noted and their impact evaluated with respect to the necessity to modify the recommendations of this report. LATERAL EARTH PRESSURE COEFFICIENTS Lateral Earth Pressures, as described by theories presented by both Coulomb and Rankine, requires that foundation size be determined prior to determining the true failure planes and resultant forces. Since the soils noted in the borings are granular, we recommend that the Active and Passive Lateral Earth Pressure coefficients be based on cohesionless soils. Accounting for variations within the soil column, the angle of internal friction is estimated to be 34°. This estimation can then be used in the computation of the loads on the foundation. An internal angle of friction for the soil yields an active earth pressure of Ka= 0.2827 and a passive earth pressure of Kp = 3.5371. Additionally, Table 1806.2 in the 2020 IBC permits an allowable lateral bearing of 150 psf/ft. below natural grade and a 0.25 coefficient of friction lateral sliding resistance for soil types SW, SP, SM, SC, GM, and GC. These parameters are applicable to the soils encountered on site. The Third Generation of Excellence In Water Supply, Water Resources, Civil and Environmental Engineering Geotechnical Evaluation Report Astley House Orient, NY March 22, 2021 Page 5 RECOMMENDATIONS The boring exploration was performed to determine the structural design requirements for construction at the above referenced site. It is understood that the proposed construction is a swimming pool between the existing structures on 320 and 460 North View Drive. Traditional Swimming Pool Foundation For traditional swimming pool construction, JRH recommends that the pool be supported by a standard concrete pool shell bearing on soils having a minimum allowable soil bearing capacity of 1.0 TSF (2,000 P SF). For pool depths 3.5-feet below grade and deeper, JRH recommends that the concrete pool shell bear on natural, undisturbed inorganic soils having an allowable soil bearing capacity of 1.0 TSF (2,000 PSF) at a minimum depth of 3.5-feet below grade in the location where boring B-4 was performed. It is recommended that the pool structure in this location extends to at least 3.5-feet below grade for frost protection. Since groundwater was not observed in either boring B-2 or B-3, uplift of the pool structure from buoyancy forces on the pool shell is not expected. Clay soils were not encountered in any soil boring; therefore, uplift forces on the pool from expansive soils are not expected. Infinity Edge Swimming Pool Foundation For infinity edge swimming pool construction, JRH recommends that the pool be supported by a pile foundation system. Although granular sands were encountered during this exploration program, a certain amount of minor settlement is anticipated with this construction if traditional footings are implemented. In order to preserve the visual effect of the infinity edge of this pool, a pile supported foundation that will minimize any settlement should be implemented. Both timber piles and helical piles are permissible for implementation in this pool foundation system. However, helical piles may be preferable to timber piles due to the potential for vibration and noise impacts on the adjacent structures on site. However, as with micropiles,there is little lateral resistance provided by the helical pile itself, so resistance must be provided by a strong moment-resisting connection to the foundation. Should helical piles be used for this project, JRH recommends a maximum allowable design capacity of 60 kips (30 tons) in axial tension and compression in accordance with ICC Evaluation Service AC358 "Acceptance Criteria for Helical Foundation Systems and Devices". This recommendation accounts for the calculated allowable soil bearing values (SBVs) having a factor of safety of 2.0 or more. The Third Generation of Excellence In Water Supply, Water Resources, Civil and Environmental Engineering Geotechnical Evaluation Report Astley House Orient, NY March 22,2021 Page 6 Slope Stability The subject property is bordered to the north by a bluff having an approximate slope of 31% and erosional surface comprised of consolidated granular materials. There are currently two existing residential structures that lie between 10-feet to 30-feet from the bluff. The primary concern on the subject property is possible additional loading presented by installation of the proposed swimming pool approximately 50-feet from the bluff that may result in an over loading of the bluff. Current stabilization of the slope is attributed to the consolidated granular material that comprises the slope, the lack of saturated conditions within the slope strata, and the presence of vegetation on the slope face. Current slope conditions are able to support the in-situ materials having an approximate unit weight of 115-lbs/ft3; proposed slope conditions are for replacement with materials having an approximate unit weight of 80-lbs/ft3. Proposed replacement of in-situ soil materials with pool materials and water represent a net unloading of the slope in the area where the pool is to be installed and therefore, does not represent additional loading incurred by the bluff slope. JRH recommends that additional care be taken during construction activities for installation of the proposed swimming pool to avoid destabilization of the bluff slope by construction equipment, which likely represent a greater net loading on the bluff than the post-construction conditions. Bac&�ill Recommendations Structural backfill should be placed and compacted to the footing elevation. Compacted structural backfill should be a well-graded, granular soil that meets the gradation requirements indicated in Table 1. Common backfill can be used in other areas around the site that are not directly beneath the proposed structures. A grain distribution curve and a Modified Proctor Density Test must be provided for approval by the Engineer of Record for all imported backfill brought to the site prior to placement. Table 1 —Gradations of Granular Backfill Sieve Size Percent Passing by Weight Structural Backfill Common Backfill 3 inch 100% 100% 'A inch 100% 30-80% No. 40 5-50% 10-40% No. 200 0-10% 0-15% The Third Generation of Excellence In Water Supply, Water Resources, Civil and Environmental Engineering Geotechnical Evaluation Report Astley House Orient, NY March 22,2021 Page 7 Backfill should not be placed frozen or onto frozen subgrade. In the event that the subgrade does freeze, the frozen soil must be removed and the surface must be scarified prior to placing any new backfill. Placement of backfill should follow requirements specified in Table 2. Table 2—Backfill Compaction Requirements Type of Backfill Maximum Thickness of Minimum Required Backfill placed in Loose Modified Proctor Density Lifts (ASTM D1557) Structural 9 inches 95% Common 12 inches 90% The adequacy of compaction should be tested in the field by a knowledgeable and experienced inspector at the rate of at least two compaction tests per shift, per lift, or at a rate of at least two compaction tests per 10 cubic yards of backfill, whichever is more frequent. Backfill of excavations following foundation construction should be performed using clean, excavated soils or a compatible imported select common fill where additional material is required. Soil consolidation is expected to be less than one half (0.5") inch, based upon standards for a properly designed foundation bearing upon compacted soil. All excavations must follow OSHA guidelines for excavation protection. Any excavations that are adjacent to existing buildings must be reviewed with specific interest in the depths of the existing foundations to determine if underpinning is required. These analyses and recommendations are based on data obtained from test borings completed for this report. The nature and extent of any variations may not be evident until open excavation is underway. Variations should be noted and their impacts evaluated to determine the necessity of modifying the recommendations contained in this report. The Third Generation of Excellence In Water Supply, Water Resources, Civil and Environmental Engineering Geotechnical Evaluation Report Astley House Orient, NY March 22,2021 Page 8 LIMITATIONS The recommendations in this report are based on our experience and training in conjunction with the limited soils exposed at this site. We believe that this information gives an acceptable degree of reliability in anticipating the behavior of the proposed construction; however, our recommendations are professional opinions and cannot assure accuracy beyond the limits of the soil profiles from which data was obtained. This report is based on the evaluation at the described site and on the specific anticipated construction. MISCELLANEOUS The attached boring logs and calculations are components of this report. If you have any questions regarding this report, or if we can be of further service, please do not hesitate to contact our office. We trust this report provides you with the necessary information to continue with development of the project. Very truly yours, J.R. Holzmacher P.E.,LLC /J. Robert Ho _coacher, P.E. Principal JRH:ch Encl. Q 120211AW020-01 Northview Dr, Orient (Astley House Pool)7ask 2 — Preparation of a Geotechnical Engineering ReportlReportURH Geotechnical Evaluation Report-Astley House, Orient doc The Third Generation of Excellence In Water Supply, Water Resources, Civil and Environmental Engineering Board of Trustees Appl, -Ltion GENERAL DATA Land Area(in square feet): 34,458 sq.ft. (460 N. View Dr.)and 24,187 sq ft. (320 N. View Dr.) =58,645 sq. ft. Area Zoning: R-40 Previous use of property: residential Intended use of property: residential 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. Will this project require any demolition as per Town Code or as determined by the Building Dept.? 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 ZBA-variance to divide lots(#1985) 01/09/1975 ZBA-variance for house addition 06/14/2007 No prior permits/approvals for site improvements. Has any pennit/approval ever been revoked or suspended by a governmental agency?X No Yes If yes, provide explanation: none known t0 date Project Description (use attachments if necessary): Refer t0 Project Narrative Addendum Board of Trustees Appl: tion WETLAND/TRUSTEE LANDS APPLICATI®N DATA Purpose of the proposed operations: Refer to Project Narrative Addendum Area of wetlands on lot: +/- 5,500 square feet 24%(of buildable area) Percent coverage of lot: % Closest distance between nearest existing structure and upland edge of wetlands: +/-115 feet Closest distance between nearest proposed structure and upland edge of wetlands:+/-150 feet Does the project involve excavation or filling? No x Yes If yes, how much material will be excavated? cubic yards How much material will be filled? cubic yards Depth of which material will be removed or deposited: feet Proposed slope throughout the area of operations: Manner in which material will be removed or deposited: refer to construction methodology narrative included with this application 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): no impact to wetlands and/or tidal waters is anticipated Board of Trustees Appl' rtion COASTAL EROSION APPLICATION DATA Purposes of proposed activity: see attached project narrative Are wetlands present within 100 feet of the proposed activity? X No Yes Does the project involve excavation or filling? No X Yes If Yes, how much material will be excavated? (cubic yards) How much material will be filled? (cubic yards) Manner in which material will be removed or deposited: Describe the nature and extent of the environmental impacts to the subject property or neighboring properties reasonably anticipated resulting from implementation of the project as proposed, including erosion increase or adverse effects on natural protective features. (Use attachments if necessary) see attached project narrative for mitigation measures associated with the proposed actions i 617.20 Appendix B Short Environmental Assessment Form Instructions for-Completing Part l -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: Astley Renovation and Site Improvements Project Location(describe,and attach a location map): Brief Description of Proposed Action: Proposed demolition of a+/-900 SF portion of the existing single family residence,attached decking,stone retaining walls&existing driveway on easterly lot; abandonment/removal of existing sanitary system on east lot; installation of new pumping station and waste line connected to existing sanitary system on the-west lot; merger of lots; renovation/conversion of+/-600 SF of existing residence on east lot for new pool house w/basement garage to remain for storage; construction of 420 SF deck over footprint of old house, +/-770 SF swimming pool, paver patios& retaining walls; installation of new propane tank. Name of Applicant or Sponsor: Telephone:917-816-4772 Christopher and Amy Astley E-Mail: Address: 434 Greenwich St, #2F City/PO: State: Zip Code: New York NY 10013 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 W1 F 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:Southold Town Trustees wetlands/cEHA El Town Planning Board Southold Town Building Permit 3.a.Total acreage of the site of the proposed action? 1.34 acres b.Total acreage to be physically disturbed? +i_o 3 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 135 acres 4. Check all land us that occur on,adjoining and near the proposed action. El Urban ✓ ural(non-agriculture) ^❑Industrial ❑Commercial El Residential(suburban) ❑Forest Agriculture I�/ aquatic ❑Other(specify): ❑Parkland ���••• ��� Page 1 of 4 5. Is the proposed action, NO YES N/A a. A permitted use tinder the zoning regulations? ❑ J ❑ b.Consistent with the adopted comprehensive plan? ❑ ❑ ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES V ❑ b.Are public transportation service(s)available at or near the site of the proposed action? 4v( 0-E]c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ F7 11.Will the proposed action connect to existing wastewater utilities? NO YES onsite conventional septic system f If No,describe method for providing wastewater treatment: Wl ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO j YES Places? ❑ b. Is the proposed action located in an archeological sensitive area? ❑ 13.a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? / ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 1/ _ 14 1 ntify 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? ❑ ❑ 16.Is the project site located in the 100 year flood plain? NO YES X 17.Will the proposed action create storm water discharge,either fi-om point or non-point sources? NO YES If Yes, y a.Will storm water discharges flow to adjacent properties? WINO DYES L-1 b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: DNO DYES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ❑ ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? , If Yes,describes Q I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsornsme: Brant Reiner(Agent-Nelson, Pope and Voorhis) Date: May 20, 2021 Signature: `I - 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 I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? E 4. Will the proposed action have an impact on the environmental characteristics that caused the El 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 a reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: 0 a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage 9 1:1problems? 11. Will the proposed action create a hazard to environmental resources or human health? V 1:1 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. F] 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. Town of Southold-Board of Trustees 717121 Name of Lead Agency Date 1`p n G° ��-�.� President Print Type Na ie of espon 'ble Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 �7 Board of Trustees Appl., �tlon AFFIL A Viii' Christ®oher Astley and Amv Astley BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE B E ST©F;HS,mH VE x?K?OW.�EDGE AND BP,LYEF9 ANB T1 IM T1 ALL WORD WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND A&MAY BE APPROVED BY THE SO T itlOLD'+TOWN BOARD OF TRUSTEES. S. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AINT D CL Aal"J:S Ap�SI C'UNDD ER OR.BY VIRTUE OF SAlm_ PE'AM T(S),fid` GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,K-iCLLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, IN(""U'DING A FINALL INSPECTION. I FURT1418 AY�j�r't i011�rt�'lE' 'I1_lM BEOA OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY C'+C N iY T HON OF ANY WETLAND TLAND OR CvASTAL EROSION PERMIT ISSUED BY THE BOARD OFIRUSTEES DURING THE TERM OF THE PERMIT. e IV, Sim atua e f_ropPierSi e of Property Owner SWORNI TO BEFORE-MY TIIIS�_DAY OF -&Pa h, ,207-1 Notary Public JESSE GORDON NOTARY PUBLIC-STATE OF NEW YORK No. 02GO6092877 Auaimed In New York County My Commission Expires 84pl@fri0er 07, 20 Z3 AUYHrJRMA 1 Jll`�'€1 N (Where the aplicarit is not the owner) Christopher and Array Astley 1/Vire, owners of the proYe��y :ae�r+,f ed-as -1000- 13-1 -5.2 � 6 "Ale town of Southoid Nelson, Pope and Voorhis New York, hereby authorizes to act as my agent and handle all necessary work involved with the application process for permits)-from the Southold Town Board of Trustees for this property. AllP / Property erIs Si a e Owner's Ignature SWORN TO BEFORE ME THIS l �' DAY OF k P 20 Z,1 Notary Public JESSE GORDON NOTARY PUBLIC-STATE OF NEW YORK No. 02GO6092877 Ows'Ifled in Now York CeiAnty exp€rqs r ommi oor 07, 20 7- APPLICANT/AGENUREPRESENTATI VE T� SAC 'rC►NA�DISCL0S1W..FORM the Town of F;outhold"s Code UEthics prohibits c5nfliets of interest on the,> �of town offiecrs and emnlds i:es The4wroose of this form jajoLlygvide information which can alert the town of possib)e coiz.'licig of rrge:ist ecu alE;4�lff6take'av4Gst94 yr�chet±is *ecej6ry to avoid'san1 E. Chnstopher and Amy Astley YOUR NAME; _ Ir Ast mime,frstname,.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 caioihy's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance _-- Building _ Variance T-"=-�" Change of Zone Coastal Erosion /�ppmvcl el p!e Mooring ,_s Exemption-from plat or official map. Planning Other (If"Other,name the activity.), Do you personally(or through your company,spbuse,,sibling,panni,ur ciiil4)Aavc a Mr,', r,sitp:::L`i s::;c l c:.r ar=P!o,ee of the Town of$out rot1d? "Relationship"includes,by blood,marriage,or business iinter6L"Business`interest"means a business, inciuding a parttierslg p;in which u e 3c ;t•o rer_or employ=has even-a raxdw.ownership of(or employment by)a comoration in which the,lown;ofliceror_employee owns titoie thait,Solo 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 t!:e app•oprietP i me A)tbrotigh D)and/or describe in the space provided. The town officer or employee of fii§of fief 906119e,sibling,parent,or child is(check all that apply): A)the owner,of,greater than 5%ofthe,sltares ofthe corporate stock of the applicant (when theapplicant is a corporation);, 'B) 'B)the legal,orbencfcial oivnerof any interestin a;noir-corliocate,eritlty(l�henth applicant is WL a-cawr'atic:t); C)an officer,director,partner,or employee of the applicant;or D)its acvmj vp!1-cant. DESCRIPTION OF RELATIONSHIP Submitted thi lot day of : 2O 24 �igtiature� ` Fc;m Tc t f Print Name �tj AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The Purpose of this form is to Provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Martin D. Finnegan (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit X Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted tis� May ,202 Signature Print Name Martin D. negan 1 7 , Glenn Goldsmith,President ry ,�-CD Town Hall Annex A.Nicholas Krupski,Vice President �,� ��� 54375 Route 25 John M.Bredemeyer III a P.O.Box 1179 Michael J.Domino ® Southold,NY 11971 Greg Williams ��0 app Telephone(631)765-1892 ax x}-765-6 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 25, 2021 Martin Finnegan, Esq. Twomey, Latham, Shea, Kelley, Dubin, Quartararo, LLP 33 West Second Street P.O. Box 9398 - Riverhead; NY 11901 Re: ; Board of Trustees'Application of Christopher&_Ani'y Astley, , 460 & 3 O:No`rth viewb6e;brient' SCTM# 1000-13"1-5.2- _-& '6'-- - To Whom It May Concern: You are receiving this letter as,notice that, in accordance with the Governor's Executive Orders, -this application is-now scheduled-to be heard by-the Southold-Town Board-of Trustees via-a combination of an in-person meeting and videoconferencing on Wednesday, July 14, 2021 beginning at 5:30 P.M. Please continue to check the Town's-website as the meeting date- approaches for the latest meeting agenda and videoconferencing information. Enclosed is an informational notice regarding the videoconferencing meeting and how to access the online meeting. Please mail a copy of the informational notice along with all other required paperwork to each of the adjacent property owners. Please keep a copy of said informational notice for your records so that you can access the meeting in order to have a conversation with the Board during your application review. Very Truly Yours, Glenn Golsmith,"President Board of Trustees f / Glenn Goldsmith,President .00 Town Town Hall Annex A.Nicholas Krupski, Vice President �� , 54375 Route 25 John M. Bredemeyer III y ,? P.O.Box 1179 Michael J.Domino �1,` ��`` Southold,NY 11971 Greg Williams 'h0� �a�r Telephone(631)765-1892 Fax_(6U)J-6,5-664] BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS WEDNESDAY, JULY 14, 2021 5:OOPM & 5:30PM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD-OF TRUSTEES will be held on Wednesday, July 14, 2021 with-the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. The public is invited to attend the meetings either in person or virtually via the Zoom online platform. Masks are still required for members of the public who are not fully vaccinated. Written comments may also-be,submitted via email to the Trustees Clerks at eli�abethc@southoldtownny.goy-and-diane.disalv6@town.southold:ny:us. Said comments will. . be`cor}sidered.:at the public hearing;provided that they are'submitted no late;than 12:00'P.M. .(Prevailing Time)-on the day of-th'e-public hearing. The public will have access to-view' and listen to the meeting as-it is-happening via Zoom. ]f you do not-have access to a computer or smartphone, there is an option to.listen in via telephone. FUM6ir details about how to tune ih-to the meeting are on the Town's We at https://www.southoldtownny.gov/calendar or call the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours of 8:OOAM —4:OOPM. Options for public attendance: • Online at the website zoom.us, click on "join a meeting" and enter the information below. Zoom Meeting ID: 992 1021 2887 Password: 427007 • Telephone:_ Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak" when the application you are interested in has begun, please press *9 on your phone and wait for someone to acknowledge your request. When prompted to unmute your phone press *6. To view the application files please visit: https://www.southoldtownnV.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. Glenn Goldsmith,President Town Hall Annex A.Nicholas Krupski,Vice PresidentGy��t 54375 Route 25 John M. Bredemeyer III N P.O.Box 1179 zz Michael J.Domino 0 ® � Southold,NY 11971 Greg Williams '�,ho_ gyp! Telephone(631)765-1892 Fax 3Tj"765=6� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BE ADVISED — AS PER CHAPTER 55 NOTICE OF PUBLIC HEARINGS Failure to submit the following originals to this office by or no later than 12:OOPM the day prior to the scheduled Public Hearing for your application will result in a postponement of said application. This'office WILL NOT contact you to request said information: • All original white & green certified return receipt mail receipts stamped by U.S.P.S. • Completed original Proof of Mailing Form Failure to submit the following originals to this office by or no later than 12:OOPM the day of the scheduled Public Hearing for your application-will result in a postponement of said application: • Original Affidavit of Posting form — DO NOT COMPLETE SAID FORM UNTIL THE GREEN SIGN HAS BEEN IN PLACE ON THE PROPERTY FOR AT LEAST SEVEN (7) FULL DAYS. Sign the form on the eighth day that the green notice of hearing sign has been up on said premises. All green signature cards related to said application that were returned to your office should be either dropped off in our "Trustee drop box" or mailed into our office whenever they are received. These cards are not required prior to the Public Hearing, unless specifically requested for by this office. This specific requirement is subject to change. tBoard of Trustees Appli� `�ion PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME-. NAME: _ = 1 / 3 - A) , 7 13 - 1- �. l §TATE-OF IIEW-YOI ` residing 'at being-duly sworn,"dep'oses�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 Twomey VA' Latham SHEA, KELLEY, DUBIN & QUARTARARO, LLP Thomas A Twomey,Jr - Martg Martin D.Finnegan Johnohn F Shea,III hea Christopher D.Kelley Partner David M Dubin •. Jay P Quartararo t 631-727-2180,x-265 Peter M Mott Janice L Snead mfinnegan@suffolklaw.com Bryan C.Van Cott A Kathryn Dalli Martin D Finnegan o Via Regular Mail Reza Ebrahimi Jeffrey W Pagano ■ Karen A Hoeg July 7, 2021 Bernadette E Tuthill Craig H.Handler Bryan J Drago Southold Town Board of Trustees Daniel R Bernard to Attn: Diane DiSalvo SENIOR COUNSEL Stephen B Latham Town Hall Annex ASSOCIATES 54375 Route 25 Katerina Grinko Post Office Box 1179 Lorraine Paceleo Terrence Russell Southold,NY 11971 Christina M Noon t A Chadwick Briedis Martha F Reichert Re: Wetlands Permit Hearing—Christopher and Amy Astley MaryKate L Brigham Premises: 460 and 320 North View Drive, Orient OF COUNSEL SCTM#1000-013.00-01.00-005.002 & 006.000 Lisa Clare Kombrink Kevin M Fox Patricia J.Russell Jennifer P Nigro O Dear Diane: Craig Gibson Joan Morgan McGivern Scott Handwerker With respect to the above-referenced matter, enclosed please find the NY&LA BARS original Affidavit of Posting for filing with your office. t LL M IN TAXATION ♦ NY&NJ BARS O NY,NJ&PA BARS NY,NJ&DO BARS If you have any questions regarding the enclosed,please feel free to NY,NJ&FL BARS -- contact me. T'harflc you f©r your attention. Main Office 33 West Second St. P.O. Box 9398 Veryx yours Riverhead, NY 11901 631.727.2180 suffolklaw.com Martin D. nnegan MDF/as Enclosures aK GlennGoldsrnith,President J FOt Town Hall Annex A.Nicholas Krupski,Vite President :;A ki 54375 Rowe 25 John M.Bredemeyer III P.O.Box 1179 Michael J.Domino Southold,NY 11971 Grey Williams 4_1 Telephone(6331)765-1892 _00V I'ax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Nilatter of the Application of CHRISTOPHER&AMY ASTLEY COTJNTY OF SUFFOLK STATE OF'NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE TIRS FOR11 UAWL ATTER`R POSTLVG R&VA INS LY-PLA CE, FOR- AT LEAST SEVENbA YS PWOR TO THE, PUBLICIJEARIATG DATE Martin D. Finnegan, Esq. with an office ri-widim at/dba 33 W. 2nd Street, Riverhead, New York 11901 being duly sworn, depose and say: That on the 1�lay of July 2021 ,I personally posted the property known as 460 and 320 North View Drive, Orient by placing the Board of Trustees official noticing poster where it can easily be seenfronsthe street,and that I have checked to he sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesdv,July 14,2021. Dated,:July_[�P2021 (signature) Sworn to before me this jq� day ofJuly 2021 Notary 6'IX*bISALVO t4OTARY PUBLIC-STATE OF NEW YORK No. QID347569, Q4jollijad 1jim su#ffoi*caunty MV C0VVMUVjWM MMRn ApIl Aq, 2 0 Z7— Twomey 0 Latham SHEA, KELLEY, DUBIN & QUARTARARO, LLP Thomas A.Twomey,Jr (1945-2014) John F Shea,III Martin D.Finnegan Christopher D.Kelley Partner David M.Dubin -*- Jay P Quartararo t Peter M.Mott 631-727-2180,x-265 Janice L Snead mfinnegan@suffolklaw.com Bryan C.Van Cott Kathryn Dalll Martin D Finnegan 0 Via Regular Mail Reza Ebrahiml Jeffrey W.Pagano ■ Karen A Hoeg July 2, 2021 Bernadette E.Tuthill Craig H Handler Bryan J Drago Southold Town Board of Trustees Daniel R Bernard to Attn: Diane DiSalvo SENIOR COUNSEL Town Hall Annex Stephen B Latham ASSOCIATES 54375 Route 25 Katerina Grinko Post Office Box 1179 Lorraine Paceleo Terrence Russell Southold,NY 11971 Christina M Noon t A Chadwick Brledis Martha F.Reichert Re: Wetlands Permit Hearing—Christopher and Amy Astley MaryKate L.Brigham Premises: 460 and 320 North View Drive, Orient OF COUNSEL Lisa Clare Kombrink SCTM#1000-013.00-01.00-005.002 & 006.000 Kevin M.Fox Patricia J Russell Jennifer P.Nigro . Dear Diane: Craig Gibson Joan Morgan McGivern Scott Handwerker With respect to the above-referenced matter, enclosed please find the ,, NY&LA BARS original Affidavit of Mailing for filing with your office along with the green and t LL M IN TAXATION ♦ NY&NJ BARS white receipts. We will forward the green card receipts once received. O NY,NJ&PA BARS ■ NY,NJ&DC BARS ♦ NY,NJ&FL BARS If you have any questions regarding the enclosed,please feel free to Main office contact me. Thank you for your attention. 33 West Second St. P.O.Box 9398 Riverhead,NY 11901 Very ruly O 631.727.2180 suffolklaw.com Martin innegan MDF/as Enclosures ''f Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME& SCTM#:1000-013.00-01.00-005.002 & 006.000 NAME: ADDRESS: Please see attached Adjacent Property List. STATE OF NEW YORK COUTNY OF SUFFOLK Martin D. Finnegan, Esq. at with an office 33 W. 2nd Street, Riverhead, tesng New York, 11901 ,being duly sworn, deposes and says that on the S� Y da of July ,20.21 ,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 Riverhead, New York ,that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETU ::;CEIP . !s- Signature Sworn to before me this Day of July , 202021 SCHIWEITZER ANNALISE NOTARY PUBLIC-STATE OF NEW YORK NO.0 1 SC6409457 QUALIFIED IN SUFFOLK COUNTY Notary Public Jnr CO MMISSION EXPIRES SEP 28,20 d y ADJACENT PROPERTY LIST—ASTLEY 13.-1-5.1 —590 North View Drive Oxen Bone Trust C/O John Winter Post Office Box 21568 Sarasota, FL 34276 13.-1-7—30 North View Drive Amal and Catherine Chaudhuri Post Office Box 508 Orient,NY 11957 13.-1-10.1 —725 North View Drive A. Trenkmann Estate Inc. 187 Lafayette Street New York,NY 10013 13.-1-10.2—555 North View Drive Alan Shapiro 610 E. 9th Street,Apt. 18 New York,NY 10009 13.-1-9.2 Lisa Howard 454 Degraw Street Brooklyn,NY 11271 13.4-9.1 —370 South View Drive David and Judith S. Miller 60 Joralemon Street Brooklyn,NY 11201 13.-1-12.1 —North View Drive Browns Hills Est. C/O Paul McNamara 40 E. 88th Street New York,NY 10128 _I F U.S. Poi Postal CERTIFIED o o RECEIPT Ln I estic Mail Only m Domestic Mail Only X Er ��- - -• - Irk im F• F E C E, A LSF& ,�� FIE L USE MCertified Mail Fee ' m Certified Mail Fee `_ Extra Services&Fees(checkbox,add fee as appropriate Extra Services&Fees(check box,add Fq ❑Return Receipt(hardcopy) $ �, ❑Return Receipt(hardoopY) $ C3 ❑Return Receipt(electronic) $ 'f I-7 Pt o�stmark C3 ❑Return Receipt(electronic) $ POS ar - 0 ❑Certified Mail Restricted Delivery $ {n Mere / li� []Certified Mail ResMcted Delivery $ He iV- O []Adult Signature Required $ \ _ / 0 []Adult Signature Required $ ❑Adult Signature Restricted Delivery$ \m leL ;0 Postage []Adult Restricted Delivery$T mPostage �T (O I $ 0 - -- -_— ye T-1 $ A Total Postage as, O Total Postage an'''y— , � I $ Lisa Howard 1 $ : David and Judith S. Miller r-I Sent To 454 Degraw Street I Sent To 60 Joralemon Street C3 -7 siieeiifiaX .t: Brooklyn,NY ImMM 2— 1 (1:3 �rreeiindApr:N. Brooklyn,NY 11201 City;"State;zlP+d JTM � , Will 11M.1 fill Postal j ■ • CERTIFIED © . ■ . D . • M IU 0 F F 0 77 1 ru� Certified Mail Fee �E R H Certified Mad Fee I V $ Q' Fq $ F�,y Extra Services&Fees(checkbox,add fee as appropri t/ Q r`-' Extra Services&Fees(checkbox,add fee as appropriate) r rq ❑Return Receipt(hardcopy) $ ❑Return Receipt(hardcopy) - $ r 0 ❑Return Receipt(electronic) $ Postmar+Z 0 ❑Return Receipt(electronic) $ Qostmark Q j r_3 ❑Certified Mall Restricted Delivery $ 1 Here 0 ❑Certified Mail Restricted Delivery $ I r Here C3 []Adult Signature Required $ c-Q '" O ❑Adult Signature Required- $ ` rl-�- ❑Adult Signature Restricted Delivery$ C"�+ ❑Adult Signature ResVicted Delivery$ �� I m Postage �O p Postage $ -- .e — r i Total Postage an,, T K raEr' Total Postage a r, $ Amal and Catherine Chaudhari o $ Oxen Bone Trust cc Sent To I rte. Sent To ' ra Post Office Box 508 C/O John Winter rq siFeeiindapti nr Orient,NY 11957 C3 SireeiindApCN� Post Office Box 21568 ciry'sraie;ziP+d( - cry"3Yare;zip+a� Sarasota,FL 34276 I Postal Service"' ■ • stal Service'" Q • , , © RECEIPT ■ ■ rq Domestic il ly, r1..1 Domestic Mail Ot7/y Certified Mail Fee v .9 Certified Mail Fee $ Q $ Extra Services&Fees(checkbox,add fee as appropriate) Extra Services&Fees(checkbox,add fee as appropriate � ❑Return Receipt(hardcopy) $ ) E A D, 0 ❑Return Receipt1-3 ❑Return Receipt(hardcopy) $ �cl C` (electronic) $ G Po�ark � D ❑Return Receipt(electronic) $ j Pastma Q [I Certified Mail Restricted Delivery $ H� O ❑Certified Mail Restricted Delivery $ r Here j ❑Adult Signature Required $ tr ❑Adult Signature Required $ Jlrl/ E:3 ❑Adult Signature Restricted Delivery$ �0 0 E]Adult Signature Restricted Delivery$ l — 72021 M Postage m Postage ri r-9 $ r-q Total Posta;'� � ., r'9 Total Postage ca $ A. Trenkmann Estate Inc. i IS Alan Shapiro (�SpS / r-qsent ro o C3 sent To 610 E. 9th Street Apt. 18 0 187 Lafayette Street N �rreerand�_ New York,NY 10013 New York,NY 10009 cry,stare,._ c1ry;sra"re,zip! - :I1, ru I' M Certified Mad FeeEr ni U Extra Services&Fees(checkbox,add fee as appropp"ate) t/l� + 4 M1 ❑Return Receipt(hardcopy) $ 1 ` A � r3 ❑Return Receipt(electronic) $ PgStma k-� 0 [3Certified Mail Restricted Delivery $ ��+ {GFlefe�V�J ❑Adult Signature Required $ .� ,%Cil ❑Adult Signature Restricted Delivery$ CPostage � $ 0 Tata-Postage and If'-- $ '..,$ Browns Hills Est. Ln rr_q Sent To C/O Paul McNamara Street andApClVo., 40 E. 88th Street City State;zip+4®, New York,NY 10128 J M. f , ■ Complete items 1,2,and 3. A. Signature 1 ■ Print your name and address on the reverse n j so that we can return the card to you. X Agent ■ Attach this card to the back of the mailpiece, B. R �ved rinsed Name Addressee I or on the front if space permits. t p ) C. D to f Deiive 1. Article Addressed to: V � I D Is delivery address different from item 1? ❑Yes David and Judith S. Miller iIf YES,enter delivery address below: ❑No I 60 Joralemon Street I Brooklyn,NY 11201 I II Service Type El ❑Priority Mail Expresso El Adult Signature El Registered MailTM 11111 IIII III I HE 11111111111111111111111 I 11Adult Signature Restricted Delivery ❑Registered Mail Restricted certified Mall(D 9590 9402 6016 0069 7974 23 O Certified Mail Restricted Dehve Delivery ❑Collect on Delive ry Return Receipt far 2 Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmationTM 9 6 5 Merchandise -ured Mad ❑Signature Confirmation 7 015 0 6 4 0 0007 2937 1 ured Mail Restricted Delivery Restricted Delivery '6 Form 3811,July 2015 PSN 7530-02-000-9053 er$500) Domestic Return Receipt • s 7A.*Signature■ Qolnp�ete'items 1,2d �"",1• Print your name and� dress or��he reverse ❑Agent so that we can return the card to�ou. ❑Addressee ■ Attach this card to the back of the mailpiece, y(Printed Name) ACDate of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from iteYes If YES,enter delivery address belo No Browns Hills Est. j I C/O Paul McNamara I 40 E. 88th Street New York,NY 10128 III 111111 IIII 11111111111111111 1111111111111111 Service Type ❑Priority Mad Expresso Adult Signature ❑Registered Mad TM � Adult Signature Restricted Delivery ❑Registered Mail Restricted rCertified Mado Delivery 9590 9402 6016 0069 7974 16 ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise 1 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmationTM 17015 0640 0 0 0 7 2937 1 9 7 2 F1 Insured Mad ❑Signature Delivery I Insured Mail Restricted DeliveryRestricted Deiive (over$500) PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt COMPLETE ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reversev ❑Agent I so that we can return the card to you. X ❑Addressee I ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery or on the front if space permits:'• 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes i - - If YES,enter delivery address below: ❑No I Amal and Catherine Cha-udhtiri Post Office 11ok 5<;8 Orient,NY 11957 y t - - 3. Service Type ❑Priority Mad Express® II I Iillll IIII III III III I I II i I III I I I IIII ❑Adult Signature ❑Registered Mail IN Adult Signature Restricted Delivery ❑ Restricted Mail Restricted Certified Mail(D Delivery 9590 9402 3183 7166 8061 57 ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise 2. Article Numb_er(Transfer from Service label) ❑Collect on Delivery Restricted Delivery ❑Signature Confirmation'm i 7 018 113 0 00111 4 4 3 3 410 3 n.t,qited$500)l °signature Confirmation ion id Mall Restricted Delivery Restricted Delivery I PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt SEN • • • . . . DELIVERY t Ilk: jP A Signature lete items 1,2,and 3. '��J ■ Tint your name and address on the reverse X i 7i ❑Agent G ..4d-that we can return the card to you. `` ❑Addressee N Attach this card to the back of the mailpiece, B. Received by(Printed N e) C. Dat4 of li�Je� f or on the front if space permits. Wil N C4 641 7/(0 L.t 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes — Oxer Bone ,'rust If YES,enter delivery address below: [I No � � C Mrohn Winter I Post Office Box 21568 I i Sarasota, FL 34276 I ,M I I IIIII III II I III I I I II I II I I II I II I III 3. Service Type 11Priority Mail Express® El ❑Adult Signature ❑Registered MaiIT"" ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted Certified Mall® Delivery I 9590 9402 3183 7166 8061 64 °Certified Mail Restricted Delivery ❑Return Receipt far•' ❑Collect on Delivery Merchandise ❑Collect on Delivery Restricted Delivery 11Signature ConfirmationTi", _ 2. Article_Number(Transfer from service IabelJ r •-lured Mail ,❑Signature Confirmation 7 017 0190 0000 7462 5261 ler d M I Restricted Delivery Restricted Delivery 1 S 11 PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt J1 Lf l 1_ 1.1,t..J r r_ r r r i i 1_ -1 1,1. Glenn Goldsmith, President *QF SQ(/Ty Town Hall Annex A. Nicholas Krupski,Vice President ,`O ��� 54375 Route 25 P.O. Box 1179 John M. Bredeme III er k Y 1xi[ � Southold,New York 11971 Michael J.Domino G Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 olyComm,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD PUBLIC HEARING FOR THIS PROPOSED PROJECT TO BE HELD ON WEDNESDAY, JULY 14, 2021 AT OR ABOUT 5:30P.M. EITHER IN PERSON OR VIA ZOOM ONLINE PLATFORM PROJECT DESCRIPTION FOR: Martin Finnegan, Esq. on behalf of CHRISTOPHER-& AMY ASTLEY; LOCATED: 460 & 320 North View Drive, Orient; SCTM# 1000-13-1-5.2 & For a Wetland Permit and a Coastal Erosion Permit for the merger of two (2) single-family residential properties; the demolition of 900± SF of the existing single-family residence and 200± SF of attached decking 11± feet and 3± feet, respectively, from the top of the bluff, and the removal of an existing 20± linear foot stone retaining wall and 500± SF of existing driveway 11± and 5±, respectively, from the top of the bluff, all on the easterly lot; the abandonment of the existing sanitary system on the easterly lot 15± feet from the top of bluff; the renovation/conversion of 600± SF of existing residence on the easterly lot to a new pool house (the portion of the existing basement garage that is beneath the proposed pool house will remain for storage) with roof deck 11± feet from the top of bluff (within the footprint of the existing residence); the construction of 420 SF deck over the footprint of existing residence on easterly lot 10± feet from the top of bluff; the construction of a 719± SF swimming pool and 78± SF hot tub with a 388± SF paver patio landward of the CEHA line and 55± feet (at a minimum) from the top of the bluff; the installation of a total of 55± linear feet of steel, stone and timber retaining walls for retained areas all 45± (at a minimum) from the top of bluff and all landward of the CEHA line; construction of a new outdoor shower attached to the new pool house landward of the CEHA line and 36± feet from the top of bluff; the installation of a new propane tank and sanitary system upgrades landward of the CEHA line and 75± feet and 50+ feet, respectively from the top of the bluff; installation of a 680± SF permeable gravel patio and some low-profile lawn steps seaward of the westerly residence 19± feet and 11± feet, respectively from the top of bluff; the installation of leaders, gutters, catch basins and drywells throughout the property to control stormwater runoff; the installation of a drywell for swimming pool backwash landward of the CEHA line and more than 75 feet from the top of bluff; the installation of 4 foot high pool barrier fence and gates with variable setbacks to the top of bluff throughout the properties; the installation of a steppingstone walkway and gravel parking area on the westerly lot all landward of CEHA line and more than 75 feet from the top of bluff; and to establish and perpetually maintain a variable width native vegetation buffer area along the top of bluff. NOTICE OFHEARING NOTICE IS HEREBY GIVEN that a Public Hearing concerning this property will be held by the Southold Town Board of Trustees both in-person and via the online Zoom platform. OWNER(S) OF RECORD: CHRISTOPHER & AMY ASTLEY SUBJECT OF PUBLIC HEARING: Please see attached Project Description Page posted with this notice. TIME & DATE OF PUBLIC HEARING: Wednesday, July 14, 2021 — at or about 5:30P.M. — Either in Person or via Zoom. To access the Zoom meeting please see the meeting agenda located in the Trustees section of the Town website. If you have an interest in this project, you are invited to view the Town file(s) through the Southold Town website. To view the application files please visit: https://www.southoIdtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. 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 including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, Iistina both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 13 _ 1 _5.6 & 6 PROJECT NAME Astley Renovation and Site Improvements The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑✓ 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: Nature and extent of action: Refer to project narrative addendum attached to this application package Location of action:460 and 320 North View Drive Site acreage: 1.35 acres Present land use: residential 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: Christopher and Amy Astley (b) Mailing address:434 Greenwich St,#2F,New York,NY 10013 (c) Telephone number: Area Code( )917-816-4772 (d) Application number,if any: ��iq_ Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No❑✓ If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy A. 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 aninimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. W]Yes ❑ No ❑ Not Applicable see Project Narrative Addendum included with this application Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ❑✓ Not Applicable I � l 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 W1 Yes ❑ No ❑ Not Applicable see Project Narrative Addendum included with this application 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 Project Narrative Addendum included with this application 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 Project Narrative Addendum included with this application Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastaf Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. 4 I Yes No Not Applicable 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 a 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. ❑ YeLl No 0 Not Applicable Attach additional sheets if necessary I \I I WORKING COAST POLICIES 4 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 0 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 W1 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 0 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 13Y Brant Reiner(Nelson,Pope and Voorhis) TITLE Project Manager DATE 3/30/21 I, NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: Christopher and Amy Astley SCTM# 1000-13-1-5.6&6 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: refer to project narrative addendum attached to this application package 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 460 and 320 North View Road, Orient 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. PROPERTY OWNERS NAME: Christopher and Amy Astley MAILING ADDRESS: 434 Greenwich St,#2F,New York,NY 10013 PHONE #: AGENT: Brant Reiner MAILING ADDRESS: Nelson,Pope and Voorhis,70 Maxess Road,Melville,NY 11747 PHONE #: (631)427-5665 Enc: Copy of sketch or plan showing proposal for your convenience. I ' r PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS 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 there 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 at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Sworn to before me this Day of , 20 Notary Public 1 _ 1 Twomey Latham SHEA, KELLEY, DUBIN & QUARTARARO, LLP Thomas A Twomey,Jr Martin D.Finnegan (1945-2014) Partner John F Shea,III Christopher D.Kelley David M Dubin 631-727-2180,x-265 Jay P Quartararo t mfinnegangsuffolklaw.com Peter M Mott Janice L.Snead Bryan C.Van Cott Kathryn Dalli By Hand Martin D Finnegan O - -- Reza Ebrahimi I j E `' Jeffrey W Pagano ® May 28 2021 L A L 1� Karen A Hoeg � Bernadette E Tuthill Craig H.Handler J Bryan Drago Board of Trustees iWAY 2 8 2021 Darnel R Bernard t® Southold Town Hall Annex SENIOR COUNSEL 54375 Main Road ,l �a�, Stephen B.Latham Board 01 d"Ie EES Post Office Box 1179 17 ASSOCIATES Southold NY 11971 Katenna Gnnko � Lorraine Paceleo Terrence Russell Christina M Noon t Re: Wetland Permit Application for Christopher and Amy Astley A Chadwick BriedPremises: 460 and 320 North View Drive Orient Martha F Reichertchert � MaryKate L.Brigham SCTM# 1000-013.00-01.00-005.002 & 006.000 OF COUNSEL Lisa Clare Kombnnk Kevin M.Fox Dear Members of the Board: Patricia J Russell Jennifer P Nigro A Craig Gibson With respect to the above-referenced Application, enclosed please find a Joan Morgan McGivern Scott Handwerker check made payable to the Town of Southold in the amount of$500.00 representing NY&LA BARS the required filing fee and an original and three (3) copies of the following t LL M IN TAXATION documents for your review: 0 NY&NJ BARS O NY,NJ&PA BARS ® NY,NJ&OC BARS NY,NJ&FL BARS 1) Board of Trustees Application, executed and notarized; Main Office 2) Executed Short Environmental Assessment Form; 33 west Second St. 3) Executed Owner's Affidavit; P.O. Box 9398 Riverhead,NY 11901 4) Executed Owner's Authorization; 631.727.2180 5) Applicant Transactional Disclosure Form signed by the property owner; suffolklaw.com 6) Applicant Transactional Disclosure Form signed by Martin D. Finnegan, as Agent for the property owner; 7) Executed Local Waterfront Revitalization Program(LWRP) Consistency Assessment Form; 8) Color photographs of the subject premises; 9) Project Narrative Description; 10)Geotechnical Evaluation report from J.R. Holzmacher P.E., LLC dated March 22"d, 2021. 11)Current surveys of the subject premises; 12)Project Plans for the subject premises; Y r Kindly advise if you require any further documentation in order to place this matter on your next available Agenda for a public hearing. Thank you for your consideration. Very tru Marti mnegan MDF/as Enclosures cc: Christopher and Amy Astley (via e-mail) i BOARD MEMBERS ` Southold Town Hall Leslie Kanes Weisman,Chairperson o��QF $�UryOl 53095 Main Road-P.O.Box 1179 ti p Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375,^�aa�Q 54375 Main Road(at Youngs Avenue) Nicholas Planamento �+A ��v Southold,NY 11971 um http://southoldtownny.gov 1 QL� E r� ZONING BOARD OF APPEALS TOWN OF SOUTHOLD 0 Tel.(631)765-1809 -Fax(631)765-9064 D Er, 1 0 2020 November 20, 2020 SOUP-old aoy n Martin Finnegan, Esq. Board of TustOOs Twomey, Latham, Shea, Kelly, et al P.O. Box 9398 Riverhead,NY 11901 RE: Astley Zoning Board of Appeals Application Premises: 480 and 320 North View Drive, Orient NY E . SCTM No. 1000-13-1-5.2 and 6 Dear Mr. Finnegan; The Zoning Board of Appeals has reviewed your submission for variance relief for the above referenced properties. As you are aware,the applicant seeks variance relief as part of a project in'which the applicant seeks to merge two lots,partially demolish an existing `dilapidated house and construct a pool house and install a swimming pool. Based on the nature of the application, the applicant will also need to seek approvals from several other agencies, including the Town of Southold Town Board,the Board of Trustees and the Southold Planning Board. It is the custom and practice of the ZBA and the Board of Trustees that when both agencies have concurrent jurisdiction over an application, and part of that application involves proposed or existing construction in a Coastal Erosion Hazard Area,that applicant first seeks approval from the Board of Trustees and then submits an application to the ZBA. It is the Board's understanding that you have been informed of this policy by staff but still insist on pursuing your application before the ZBA first, and then going to the Trustees. Now that the entire Board has had an opportunity to review the Astley application and your request, we feel that it would be in the best interests of the applicant and all involved agencies if the applicant sought approvals from the Trustees prior to the ZBA hearing and rendering a decision on the application. This opinion is based on several factors, including but not limited to, SEQR and LWRP requirements. As I know you are aware, SEQR must be completed prior to any agency tendering a decision. Here, SEQR must'be coordinated among all the involved agencies with one agency assuming lead agency. Based on the nature of the application and the interest of the involved agencies it is quite possible that the ZBA would not be the lead agency. In addition, pursuant to Chapter 258 of the Town - Code, this Board cannot approve an application until a determination is made that the I J Page 2,Astley 480&320 North View Road,Orient SCTM No. 1000-13-1-5.2&6 proposed action is consistent with the Town's LWRP. The Board is concerned that such a determination could not be made until approvals from other involved agencies are obtained. Although you have correctly pointed out that there is no Code provision or formal written policy requiring you to seek approval from Trustees prior to making your application to the ZBA, based on the foregoing, we once again request and recommend that the applicant obtain approvals from the Trustees prior to making an application to,the ZBA. Please be guided accordingly. Sincere' K� I�I Leslie Kan s Weisman 1 DEC 1 0 2020 s ZBA Chairperson SaW;iold town Qoard of fLtISli as BOARD MEMBERS ®f S0 Southold Town Hall Leslie Kanes Weisman,Chairperson �� /y® 53095 Main Road•P.O.Box 1179 �O l® Southold,NY 11971-0959 Patricia Acampora #g Office Location: Eric Dantes G Town Annex/First Floor, Robert Lehnert,Jr. �® • �® 54375 Main Road(at Youngs Avenue) Nicholas Planamento l�'�+®U Southold,NY 11971 http://soutlioldtov;my.gov Fn) =; ( ? ( VE� .� �= ZONING BOARD OF APPEALS E f� TOWN OF SOUTHOLD OCT ] 3 2020 Tel.(631)765-1809 •Fax(631)765-9064 - MEMORANDUM souihn Board of Thistees To: Glenn Goldsmith, President, Board of Town Trustees From: Leslie Weisman, Chairperson, Zoning Board of Appeals Date: October 9, 2020 RE: Christopher and Amy Astley, 480 and 320 North View Drive, Orient SCTM No. 1000-13-1-5.2 & 6 Attached please find is a copy of a ZBA application which results from a Notice of Disapproval that identified two properties to be merged and variance relief required for accessory structures in the side yard and construction located less than 100 feet from the top of the bluff. The construction of a dwelling to be renovated as an accessory structure with an attached deck is detailed on the survey and is located within the Coastal Erosion Hazard Area and seaward of the Coastal Erosion Hazard Line. Because of the location of the aforementioned structures, I am requesting that the Board of Trustees proceed with reviewing an application for a wetlands permit prior to scheduling a public hearing before our Board. A letter will be sent to the applicant's representative informing him of our procedure. In addition, the ZBA staff will request comments from the LWRP Coordinator and the Suffolk County District of Soil and Water. Thank you for your assistance in this matter. Encls.: Notice of Disapproval dated September 30, 2020 Copy of ZBA Application received October 8, 2020. Survey prepared by Kenneth Woychuck,L.S., last revised 8/28/2020 Site Plan and Architectural Plans (unsigned&unstamped)dated 3/18/2020 cc: Mark Terry,LWRP BOARD MEMBERS °-- ' Southold Town Hall .'' Leslie Kanes Weisman,Chairperson so 53095 Main Road•P.O.Box 1179 p Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes vs 4o Town Annex/First Floor, Robert Lehnert,Jr. • iQ 5437.5 Main Road(at Youngs Avenue) Nicholas Planamento 22COU Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD - Tel.(631)765-1809 •Fax(631)765-9064 October 13, 2020 Martin Finnegan, Esq. Twomey, Latham, Shea, Kelly, et al P.O. Box 9398 Riverhead,`NY 11901 RE: ZBA Christopher&Amy Astley 480 &320 North View Road, Orient SCTM No. 1000-13-1-5.2 &6 Dear Mr. Finnegan; We are in receipt of your application requesting that the Zoning Board of Appeals,grant Variance , relief pursuant to the,Building Department's Notice of Disapproval in order 16 merge two properties, construct accessory structures to be located in the side yard, and to convert a dwelling into an accessory structure (cabana/pool,house). According to the survey and site plan that you provided,-a portion of the dwelling renovation that will be converted into an accessory structure with an,attached deckis located within,the Coastal Erosion Hazard Area and seaward of the Coastal Erosion,Hazard Line. Based upon the aforementioned documents, the Zoning Board of Appeals Chairperson requests that your client submit an application for a wetlands permit to theTown Trustees for their determination, prior to our scheduling a hearing. A°memorandum has been forwarded to the Board of Trustees affirming this request. Please do not hesitate to contact this office with any questions or concerns. Sincerely � { U � ' ' Kim E. Fuentes Board Assistant OCT 13 2020 cc: William, u Town Attorney - -------- -- - _.---- � Mark Terry, LWRP Coordinator Glenn Goldsmith,Town Trustee Twomey MARTIN D. FINNEGAN TY Y ome Latham PARTNER ,y VA' 631 727 2180 x265 S H E A, KELLEY, DUBIN & Q U A R T A R A R O, LLP mfinnegan@suffolklaw.com 33.Jest Second St P C Box 94.98 Rr.emead,NYi90 suffolkin:cri Thomas A Twomey,Jr. (1945-2014) Stephen B Latham John F Shea.III Christopher D.Kelley David M Dubin October 8,2020 Jay P Quartararo t Peter M.Mott Janice L Snead Bryan C Van Cott 4 I 10" � � VKathryn Dalli rJD n;, Martin D Finnegan o VIA HAND DELIVERY Reza Ebrahimi Jeffrey W.Pagano o Karen A Hoeg Chairman Leslie Kanes Weisman OCT 13 2024 Bernadette E Tuthill Craig H.Handler Zoning Board of Appeals Town of Southold Bryan J.Drago 54375 Route 25 Southold Town Alexandra Halsey-Storch 8f ai Trustees Katenna Gnnko P.O. Box 1179 LorraineRussRussell Southold NY 11971 Terrence ell Southold, NY R Bernard to Christina M.Noon A Chadwick Briedis Re: Astley Zoning Board of Appeals Application Premises: 480 and 320 North View Drive, Orient,NY OF COUNSEL SCTM#: 1000-13-1-5.2 and 6 Usa Clare Kombnnk Kevin M.Fox Kelly E Kinirons Dear Chairperson Weisman and Members of the Board: Patricia J Russell Jennifer P.Nigro 0- Craig Craig Gibson Joan Morgan McGivern Our office represents the owners of the above referenced premises and NY&LA BARS their application for Zoning Board of Appeals area variance relief. As such, t LL M IN TAXATION enclosed please find a filing fee check in the amount of$1,000 made payable to o NY&NJ BARS 0 NY,NJ&PA BARS the "Town of Southold" for a Zoning Board of Appeals area variance application. I NY,NJ&OO BARS NY,NJ 8 FL BARS In addition, enclosed please find 9 copies(waterfront lot)of the following ♦ documents: Main Office 33 West Second St. P.O.Box 9398 1. Original plus eight(8) signed copies of the Zoning Board of Riverhead,NY 11901 Appeals application with attached 631.727.21817 - Addendum; suffolklaw.com - Project description; - Questionnaire; - Agricultural data statement; - Owner's Consent/Authorization permitting Martin D. Finnegan, Esq. to act as agent on behalf of the applicants; and - Transactional disclosure forms signed by the applicants and the agent; 2. Short Form Environmental Assessment Form(EAF),signed October 7,2020; 3. LWRP Consistency Assessment Form; 4. Notice of Disapproval,amended date September 30,2020; 5. Photographs of the subject parcels; 6. Certificate of Occupancy and Property Card for Parcel 2(SCTM# 1000-13-1- 6); 7. Certificates of Occupancy,prior Zoning Board of Appeals decisions,and Property Card for Parcel 1 (SCTM# 1000-13-1-5.2); 8. Survey,last revised August 28,2020,prepared by Kenneth Woychuk;and 9. Site and architectural plans,dated March 18,2020,prepared by Ryall Sheridan Architects. Kindly confirm that this matter will appear on the Zoning Board of Appeals meeting agenda for December 3,2020. Thank you. V truly you s, �{ ( =F _� E F OCTf/,'9ry I ` CT 8 2020 n D. nine MDF/dq I ! SoUt! Board�`Tnt U,rs Enc. Fee:$ Filed By: Assignment No. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No.480!320 Street North View Drive Hamlet Orient SCTM 1000 Section 13 Block_1 Lot(s) 5.2&6 Lot Size .79&.56 Zone R40 acres I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 9/30/2020 BASED ON SURVEY/SITE PLAN DATED 8/28/2020 Owner(s): Christopher T Astley and Amy Astley Mailing Address: 434 Greenwich Street,2F,New York, NY 10013 Telephone: 646-809-4343 Fax: Email:_mfinnegan@suffolklaw.c,om_____ NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent; builder,contract vendee,etc.and name of person who agent represents: Name of Representative: Martin D. Finnegan, Esq. for(�Owner( )Other: OCT 1 3 2020 Address: 33 West Second Street, Post Office Box 9398,_Riverhead, NY 11901 ' _ SU?;ti7cld-town Telephone: 631-574-2865 Fax:631-574-1258 Email: mfinnegan@suffolklaw.com BcinfTruteE Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), Q Authorized Representative, ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 03/18/2020 and DENIED AN APPLICATION DATED 7/20/2020 FOR: (y)Building Permit ( )Certificate of Occupancy ( )Pre-Certificate of Occupancy ( )Change of Use ( )Permit for As-Built Construction ( )Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article' xxil Section: 280 Subsection: 116A(bluff)and 15(setbacks) Type of Appeal. An Appeal is made for: (x)A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section- )Reversal ection)Reversal or Other A prior appeal 00 has, (x has not been made ,UNDER Appeal No(s). Year(s). .(Please be sure to researc;be fore completing this question or call our officefor assistance) Name of Owner: ZBA File# Edna Doll Variance application to divide lot into two parcels granted on 1/9/1975. #1985(Lot 1000-13-1-5.2) Christopher and Amy Astley Variance application for addition to dwelling and proposed swimming pool. The swimming pool application was withdrawn and the variance for the addition to dwelling was granted on 6114/07. #6004(Lot 1000-13-1-5.2) Christopher and Amy Astley Variance application for swimming pool. Application was withdrawn on 5/1/17. #7038(Lot 1000-13-1-5.2) REASONS FOR APPEAL(Please be specific,additional sheets may be used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: See attached. 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance,because: See attached. t lr _ry ;{ -- _, 77 - 3.The amount of relief requested is not substantial because: +' OCT , 3 202 See attached. Sci�,!iold ud�n I3 ar of Trustee, 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: See attached. 5.Has the alleged difficulty been self-created? (A Yes,or{ } No Why: See attached. Are there any Covenants or Restrictions concerning this land? {j No { }Yes(please furnish a copy) This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety and Ifare of the co nity. 1 l Si nature of Ap$licant or Auth zed A nt (Agent must subt written Authori tion from Own ) Sworn to before me this 2l4 day of October ,20_0 . Qv:: Rab-n- Cnt"F Notary Public ROBERT GALER Notary Public-state of Michigan Countyof Genesee My Commission Ea Feb 1.2A023 Acting In the Cc"of `+ (D" � F OCT 1 3 2020 ZONING BOARD OF APPEALS S'e,d!;nld Town ATTACHMENT TO AREA VARIANCE APPLICATION ,_ --- Boge nfi Trusts 2s CHRISTOPHER AND AMY ASTLEY 480 North View Drive,Orient(SCTM#1000-13-1-5.2)—PARCEL 1 360 North View Drive,Orient SCTM#1000-13-1-5.2 and 6—PARCEL 2 REASONS FOR APPEAL With the support of the local neighborhood association,the applicants are seeking to eliminate a portion of an existing non-conforming dwelling on Parcel 2 that straddles the bluff and convert it to an accessory structure to the existing house on Parcel 1 upon the merger of the parcels. Merging the parcels will create a conforming 1.35 acre parcel more in scale with its neighbors and the surrounding neighborhood. In addition,the existing dwelling on Parcel 2 is a neglected, dilapidated,eyesore hanging onto the end of the bluff and the area residents are anxious for the applicants,to partially demolish and convert it into a smaller accessory structure located further from the top of bluff and more in line with the character of the neighborhood. The applicants are seeking a variance for failure to locate the proposed accessory structures in the required rear yard but rather placing them in a side yard(Town Code Section 280-115). After Parcel 1 and Parcel 2 are merged,the proposed accessory structure swimming pool and poolhouse will be located in the side yard to the existing main dwelling located on Parcel 1. Lastly,the applicants are seeking a setback variance from the requirements of Town Code Section 280-116(A)which requires a minimum setback of 100 feet from the top of a bluff. The poolhouse is located a far from the top of the bluff as possible as well as being constrained by the topography of the property. The proposed swimming pool and renovation and conversion of an existing dwelling to a poolhouse with wood deck are located 50 feet and 10.9 feet from the top of bluff,respectively. 1. An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties ifgranted, because: The merging of Parcel 1 and Parcel 2 will create a conforming 1.35 acre parcel more in scale and character with the surrounding neighborhood. This neighborhood is known for its smaller building envelopes because much of the lot area is located seaward of the top of the bluff severely limiting the placement of principal and accessory structures. Many of the neighborhood lots contain dwellings and accessory structures constructed pursuant to decisions issued by the Zoning Board of Appeals. These decisions granted variance relief for structures located less than 100 feet from the top of bluff,relief for accessory structures on a waterfront lot to be located within a principal dwelling's required front yard,and side yard setback relief(see Zoning Board of Appeals Decisions No. 3724,5014, 5419,and 5983). 2. The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance, because: The applicant attempted to satisfy the preferences of the Zoning Board of Appeals on two prior applications but was unsuccessful. In order to satisfy the Board's preferences,the benefits sought by the applicant cannot be achieved by some other feasible method. The proposed swimming pool and renovation and conversion of an existing dilapidated nonconforming dwelling into a pool house with wood deck are in keeping with the character of the neighborhood. The Zoning Board of Appeals has granted variances to neighboring parcels for swimming pools(see Zoning Board of Appeals Decisions No.5809 and 6045). In 2007,the applicant submitted a variance application for Parcel 1 seeking setback relief for a proposed addition,porch,and swimming pool. During the hearings,the Board Members discussed the westerly neighbor's safety concerns about the pool being located only 5 feet from the adjoining side yard lot line as well as the Board's general preference that pools to be located on lots over 40,000 square feet in size and setback at least 45 feet from the top of the bluff (Zoning Board of Appeals,transcript April 26,2007 at 63). After much discussion with the Board regarding the proposed swimming pool,the applicant withdrew the request so as not to exceed the maximum permit lot coverage. In 2017,the applicant again submitted a variance application for Parcel 1 seeking front and side yard setback relief for a swimming pool. They were able to address the Board's preference that swimming pools be setback at least 45 feet from the top of the bluff(the 2017 proposed swimming pool was to be setback 70 feet from the top of the bluff),however,there was nothing they could do to mitigate the small lot size nor the only available location near the westerly neighbor's lot line. The applicant withdrew the application while they attempted to address these last two issues. On June 1,2018,the applicant purchased Parcel l with the thought of merging it with Parcel 1 thereby creating a 58,645 square foot oversized parcel within Zoning District R-40. In addition,the proposed swimming pool will be located 50 feet from the top of the bluff and more than 120 feet from the westerly neighbor's property line on the easterly side of the existing main dwelling. The applicant purchased the neighboring lot(Parcel 2)to satisfy the Board's preference for a larger lot and has designed the proposed swimming pool to be located 50 feet from the top of the bluff. The applicant is also proposing to renovate and convert an existing dilapidate nonconforming dwelling located on Parcel 2 into a smaller poolhouse with shed and wood deck which will be located inside the footprint of the existing dwelling thereby not increasing the degree of nonconformity and located 10.9 feet from the top of bluff instead of hanging over the bluff. 3. The amount of relief requested is not substantial because: The requested variances are not substantial for this neighborhood of small waterfront bluff lots wherein similar variances have been granted for neighboring lots. In addition,the existing dilapidated dwelling located on Parcel 2 will be substantially reduced in size and moved further from the top of bluff. Ll �� OCT 1 3 2020 Sa+�:nld-(o�an Boaio of Trustees i } 4. The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or districts because: The proposed project will not have an adverse impact on the neighborhood since the neighbors and neighborhood association are anxiously waiting for the applicant to renovate the dilapidate structure located on Parcel 2. In addition,the proposed swimming pool will be setback as much as possible(50 feet) from the top of the bluff located on an oversized merged Parcel 1 and Parcel 2.The existing dilapidate nonconforming dwelling located on Parcel 2 will be renovated and converted into a small poolhouse with shed and wood deck that will be substantially smaller than the existing dwelling,located inside the footprint of the existing dwelling,and located substantially further from the top of bluff. In addition,the applicant has proposed a 10 foot wide non-turf buffer planted with native vegetation that will run along the landward side of the top of bluff. The proposed accessory structures are reasonable in size for a lot of this size(once Parcel l and Parcel 2 are merged)and will not cause an adverse effect or impact on the environment. S. Has the alleged difficulty been self-created? The alleged difficulty has been self-created due to the applicants'proposal of a swimming pool and renovation/conversion of existing dilapidated nonconforming dwelling into accessory structure poolhouse on lots that have not been approved for merger and individually possess building area limitations. It should be noted that self-created difficulty alone is not enough of a reason to deny a variance application. ,•� f�� S{_J �� � ��1` 'lit y 5 t r ►� a OCT 13 2020 — i I L SouYhoid ta.un APPLICANT'S PROJECT DESCRIPTION APPLICANT: Christopher T.Astley and Amy Astley DATE PREPARED: 9/17/2020 1.For Demolition of Existing Building Areas Please describe areas being removed: 842 sq.ft.portion of existing house and basement to be removed; 942 sa.ft.portion of first floor to be removed and replaced with renovated poolhougi and vgod(deck] �j I; , r II.New Construction Areas(New Dwelling or New Additions/Extensions): l Dimensions of first floor extension: N/A 1 OCT 3 2020 I P Dimensions of new second floor: N/A i Dimensions of floor above second level: NIA --11 I----- Height(from finished ground to top of ridge): N/A A^� ' =r st es Is basement or lowest floor area being constructed?If yes,please provide height(above groom measured from natural existing grade to first floor: N/A III.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: Single-family residence with aarace/basement located on the edge of bluff Number of Floors and Changes WITH Alterations:Single-family residence with garage/basement hen nnrtoally.�.�mnl**.c%hA J and converted to anragnnry c4rilrbim to Hpar way for pool InC}all9tl n and merging lots N.Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: Parcel 1 -1933 sq.ft.•Parcel 2-2078 sq.ft. Proposed increase of building coverage: NIA Square footage of your lot: 18,175 combined Percentage of coverage of your lot by building area: 3,648 sg ft or 20% V.Purpose of New Construction: To demolish a portion of the existing residence on Parcel 2 that straddles the bluff and convert it to an accessory structure to the existing house on Parcel 1 upon the merger of the parcels. VI.Please describe the land contours(flat,slope%,heavily wooded,marsh area,etc.)on your land and how it relates to the difficulty in meeting the code requirement(s): t to reduce the size of the existing structure on Parcel 2 and push it away from the bluff.The contours of the parcels preclude construction of a pool in the rear yard. Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. 4/2012 C _ QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premises listed on the real estate market for v E Yes V No B. Are there any proposals to change or alter land contours? aCT 1 3 2020 V No Yes please explain on attached sheet. R Sotrtholri Town Boar o Tr tee C. 1.)Are there areas that contain sand or wetland grasses? No 2.)Are those areas shown on the survey submitted with this application? 3.) Is the property bulk headed between the wetlands area and the upland building area? No 4.)If your property contains wetlands or pond areas, have you contacted the Office of the Town trustees for its determination of jurisdiction? Yes Please confirm status of your inquiry or application with the Trustees: Application to follow ZBA review and if issued,please attach copies of permit with conditions and approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? JeS E. Are there any patios,concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? No Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises? No If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking,please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? No If yes,please label the proximity of your lands on your survey. *2 parcels are the subject of this application I. Please list present use or operations conducted at this parcel 2 single and separate parcels with single-family residences and the proposed use One parcel with single-family residence, pool,and accessory structure . (ex: existing single family,proposed: same with garage,pool or other) ed sign-atuI4 and Date r Jam) l I �0-- a . AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM:This form must be completed by the applicant for any special use permit,site plan approval,use variance,area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant: Christopher T.Astley and Amy Astley 2. Address of Applicant: 480/320 North View Nye,Orient 3. Name of Land Owner(if other than Applicant): 4. Address of Land Owner: 5. Description of Proposed Project:partial demnlitinn and rannvatinn of eYic_ting residenra at Parcel 7 to allow merger of lots and constructions of accessory structure and pool. 6. Location of Property: (road and Tax map number) 480/320 North View Drive, Orient SCTM 1000-13-1-5.2 and 6 7. Is the parcel within 500 feet of a farm operation? { } Yes {V'No 8. Is this parcel actively farmed? { } Yes {%f No 9. Name and addresses of any owner(s)of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office(765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. 2. 3. 4. 5. 6. ase use the bAofp ifthere are additional property owners) fta b4aL S, ture o pplicant Date Note: �u 6w(- 1.The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. ----__ OCT 3 2020 i `i Southold las+,jn a of in,r�e� Board of Zoning Appeals Application AUTHORIZATION (Where the Applicant is not the Owner) I, Christopher T.Astley and Amy Astley residing at 434 Greenwich Street,2F, New York, NY 10013 (Print property owner's name) (Mailing Address) do hereby authorize Martin D. Finnegan, Esq. (Agent) to apply for variance(s)on my behalf from the Southold Zoning Board of Appeals. Christoph y ) I K ,-- Amy Ast y � L, ., L / OCT 1 3 2020 5no`�,�Id TLtan Boar'of%5tee �7 APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Christopher T.Astley and Amy Astley (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.if so,indicate the other person's or company's name.) TYPE OF APPLICATION:(Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO V If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant(agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP OCT 1 3 2020 Submitte hi day of ctober , Signa e ` Print Name Christopher T.Astley Amy Astley ! AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics nrohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Martin D. Finnegan (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION:(Check all that apply) Tax grievance Building Permit Variance X Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) 1_ B)the legal or beneficial owner of any interest in a non-corporate en h_etrthe' lie not is na eaf ra on Q an officer,director,partner,or employee of the applicant;or D)the actual applicant OCT �ltt,, 1 3 202 DESCRIPTION OF RELATIONSHIP �DU?i)'J!J?Uvaj PiGBYC O1 IlI ;;;i;S Submitte this October 2020 Signature Print Name Martin D.Finnegan,Esq. 617.20 Appendix B Sliort Environmental Assessment Form Instructions for Completing Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. if additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information I Name of Action or Project: Astley Renovation Project Location(describe,and attach a location map): 480/320 North View Drive,Orient SCTM 1000-13-1-5.2&6 Brief Description of Proposed Action: I-1 ;, Ln ;j ; ^ Partial demolition of existing single-family residence to convert to a6 accessorystructure and ci le r the way for pool installation and merger of lots. I OCT 1 3 2020 i Name of Applicant or Sponsor: L�=l'elephone'!�646r�809343 Christopher T.Astley and Amy Astley E-Mail: Address: 434 Greenwich Street,2F City/PO: State: Zip Code: New York NY 10013 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 V 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-Southold Town Trusteesfrown Board(CEHL variance Southold Town Planning Board Southold Town Building Dept. 3.a.Total acreage of the site of the proposed action? .79&.56 acres acres b.Total acreage to be physically disturbed? +/-.3 acres acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1.35 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial N(Residential(suburban) ❑Forest ❑Agriculture ❑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? b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? V/ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES V b.Are public transportation service(s)available at or near the site of the proposed action? I/ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: V 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: V 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: WShoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban VSuburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? NO YES V 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ,a.Will storm water discharges flow to adjacent properties? ❑NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES ryy-� A 1F— Page 2 of 4 Y OCT 1 3 2020 Southold"totn _-- 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: I AFFIRM THAT THE IN A PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY, KNOWLEDGE _ 11// Applicant/sponsor name: ``^ Date: I L �'Lo 20 Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion df Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 �_ _- —J"" OCT 1 3 2020 Soutij.! +�.d Tav'Ip 13 and of 7r tee No,or Moderate small to large impact Impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) E, �j 1- :�` Page 4 of 4 n_;1�— _ :'_ ?C=-1 OCT ( 1 3 2020 ocatnold Tuv�n oar nf T-4— 4 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 including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list,policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). -3. If any question in Section C on this form is answered"yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department,all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 13 - 1 - 5.2 and 6 The Application has been submitted to(check appropriate response): Town Board D Planning Dept. 0 Building Dept. [3 Board of Trustees 13 X Zoning Board of Appeals 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: Nature and extent of action: Single-family residence with garage/basement to be partially demolished and converted to accessory structure to clear way for pool installation and merger of lots as depicted on the site plan prepared by Ryall Sheridan Architets(last revised 3/18/20). OCT 1 3 2020 SOUtthri!d �y- Baan or Tnisiees 4 Location of action: 480/320 North View Drive, Orient Site acreage: .79 and.56 acres Present land use: Residential 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: Christopher T.Astley and Amy Astley (b) Mailing address: 434 Greenwich Street, 2F, New York, NY 10013 (c) Telephone number:Area Code( ) 646-809-4343 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ Nog If yes,which state or federal agency? 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 Relief is sought to reduce the size of the existing structure on Parcel 2 and push it away from the bluff. 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 0 Yes 0 No ® Not Applicable If �l OCT 1 3 2020 Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ® Yes Q No Q Not Applicable Removal of substandard portion of dilapidated structure on Parcel 2 and increase the bluff setback to the renovated portion of proposed accessory structures 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 G No D Not Applicable A proposed 10 foot wide non-disturbance buffer landward of top of bluff will minimize flooding and erosion, as recommended during prior Zoning Board of Appeals application review for Parcel 1. Attach additional sheets if necessary Policy S. Protect and improve water quality and supply in the Town of Southold.See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 0 Yes 0 No ®Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies;Pages 22 through 32 for evaluation criteria. Yes []]No® Not Applicable [} �L I OCT 1 3 2020 PT�tj-1;1d 7oivn Beard of 7iustees l 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. Q Yes 0 No® Not'Applicable Attach additional sheets if necessary L Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies;Pages 34 through 38 for evaluation criteria. 0 Yes ❑ No ® Not Applicable 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. 0 YeD 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. 0 Yes ' F ❑ No Not Applicable � �=y �p U. OCT 1 3 "2020 >af�t;�c+l�l 7eyrn Board of lrasice a 1 -- 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. G 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. El 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. Q Yes ❑ No ® Not Applicable Created on 512510511:20 AM is OCT 1 3 ]22VO i 1 � FORM NO.3 NOTICE OF DISAPPROVAL DATE:August 4,2020 RENEWED and AMENDED:September 30,2020 TO: Martin Finnegan(Astley) PO Box 9398 Riverhead,NY 11901 Please take notice that your application dated July 20,2020 For permit to merge two properties,construct an accessory in-ground swimming pool and convert an existing sin lg a family dwelling into a cabanalpool house/shed with attached deck at Location of property:480 and 320 North View Drive,Orient County Tax Map No. 1000—Section 13 Block 1 Lot 5.2&6 Is returned herewith and disapproved on the following grounds: Once the properties are mer eQ d the proposed construction is not permitted pursuant to Section 280-15.which states that accessory buildings and structures or other accessory uses shall be located in the required rear yard. The accesso1y in ground swimming pool as well as the cabana/pool house/shed with attached deck is noted as being located in the side Xard. Also pursuant to Article XXII Section 280-116A,which states: "All buildings or structures located on lots upon which there exists a bluff landward of the shore_or beach shall be set back not fewer than 100 feet from the top of such bluff." The proposal notes construction at 10.75 feet from the top of the bluff. Furthermore the merger of the two lots will reguire approval from the Southold Town Planning Board. CA.thoei.d rova s an nded on Se tember 30 2020 t correct the setback to the to o the bl . Signature Note to Applicant:Any change or deviation to the above referenced application,may require further review by the Southold Town Building Department. CC:file,Z.B.A. OCT 1 3 2020 1 Baa;d o.ir�.�Ees F • x i A s r x ,N f i ♦ f PORTION OF EXIltING HOUSE TO BE DEMOLISHED ►'(LAGERFOOTPFU14TONWALKOUT SAUMENTLEVEL) # ICA ANN NEkY LOT TO BE CONVERTED 4y _ q Ot T(]ACE 3ORY STRUCTURE r n. TO REMAIN AS IS s OCT11 ! f i >,r �s`�tS�i'�fi�w^� ✓ 1/ ��,J r+fiC������.���)yNe)��*r` r�4�1�� :'w.-.. a ..:a--- _ i _ '�✓ Kir_iit���7'j�yy+{:.�'��J'{' �f£'f �'T1�.ti+ti�.s't t�� �'rf���i {�� t��r,� � ,t O ,ri l+rV}T:J +.e .Y"'(!t'�1 y.J�r "?YI'+Y"t'5_iw 4.��'A tit M1�k 7'Ys_,.j, j�f�y .� wS.P!"_��t ._ •. �� t� C7 t A: t _ v 1P sr.: y w r-re �i '; i; T Y 1. iiL. Yrrr F �'•lt�t nay. rtr*` i ._ d ,µ, �r.J r, r�t r.�`•,, h't.. r 1r si t' Jam' , vc�t t r r -t ✓- N-. �-1- _} ;= F tam: i .:{� �i •'u� •, �!t r .` y+ "<'¢7 'n r .?. yN'.r,� .. ! ` y �''F r111% y, yy y' 3a� `����l��yu ♦�.�r ?�•' ! C w`Y°�_,• i ��,,?.,jj IiA, 7Xy ryii? �a �iT- �l. ,ate �G]'^�_ � r t �t•-Y eN• y�- fxr .d-r a1 r„�,y�' •:�. "�`i0 �'f � T_�aj.'--�+,�_,�w4�''' .r �',`^ r .t ��tTr �'r v...�-•,y�.�"�" 4 Ni lr. ,��:' Q •s' 7'•- � J'�r `"'( . .w .,t:�ZJ��.��.�y� .�^�'.���•• +r �'' yr s* =zle[�.a.. -�;�' . �;�vr '�k2��5"kk��sl����� •- rit-S � y�,�[ _t'' '�; .,i ti�M,y„��i.:l��'S`v.'•,' .R,. .C -F'"itl a �':�T��.s'S Y 4 r "i'. 'E°t'' w+•-`,..� f•xt.b t i� �•�„3'7J�• �f�r -�'��.Tr�;,. a t'''4. `�`�'•.�"-::• ,, .• if dT_ ,4,a..''v. Y3� w. 1�.• f"'.��� �� •'�, �w` � i.�N. K l � +►1., r. t� ,��'1r�7�F -'i �:: ,���"�'�y p yV � _ ` � r#r'�v t'i'k. ,a, �. �+'(� is Sy ��{L C4�i4"�Y�.7. • `Y*;. 1..t. '� i, .. _ - ` 1 rte. • 1 y f��� �P .7 • r. i� �\.. •y ! t �3� E�►S SIDE OF BUILDING W/ DUUHS TU GARAGE/BAS ^ EMENT � f�-• -i. '� ,F"., $;y' dZ".�t. ,ts� 6'jy�j }�jL� Imi 't SIX�tX•ai u,S�1 ,p..# ., ��r�.�it � �IIII!!j!lIII �v111/I� „ � Ni nify�jh yq1 j���II!' or r. �fn �i _ tfy✓•�F�� �y NORTH SIDE OF W/WALKOU-1 ,,SEMENT LEVEL BELOW AND ,. LIVING LEVEL ABOVE (WOOD FRAMED DECK TO BE REMOAt 40 kw� VED) ' s fa ti� 1 0 C '1:: '?per) t 7.7U Aj Nr si- `T'�+ � ,k-fir ♦�`. � d �w q _ -4 _ r .qtC W� 'k'1 � 7 .,fit• "'`+' ,.,. •�+cr.�4 l �� �� 1'��N'.��< �, -s {' '`c R I` l :�. i r� si -ti -y �` xi r •:, LM �. {4<it� �/ . �.y if �L� �!�{'�� a?Z(yr��� � /. J' >Sftr✓,y li F t.,l'��t11.t�� ! SY i' � �� !"� � roa4.������byb l.�� L�� � R'�,, �'4; t,�/ � -t r �y'_ `✓��� , ''''��`�••�.....tS�L� - � t �'�` x` �{• ,,,..�'� .c�r'` �Q�`a•1!c�. d` ����h A rAk S�:u� I°.k,u` . �`-`'�� .. ..y``'1 ark-Y y ♦l� .pq 'f" � ✓�-'�3'4•f �',jF+�-+S� 1 ,""� Y ? F " �.rvi f�,�l �a/�y( Zi: -'• t�,y��'tl s _a,r;F, .� �,j.�1 F '.� •" �a ? LOOKING WEST ON SOUTH SIDE OF THE HOUSE OCT 1 3 2020 7 -77,77.7 - a A,w `T � ' � � w.s1 'vim �,.�.�. � �,y` � .��y �Z 45. ,,�•a(^.,q�y 1 ut V t� �tir'S OOKING EAST 'III . OF TI IE T OCT 4 i S � f FORM NO.4 TOWN OF SOUTHOLD .. BUILDING DEPARTMENT Town Clerk's Office Southold,N.V. Certificate Of Occupancy No. ..Z1.0304... ..... Date ....DPAeMber..16...... ..... .....1940 THIS CERTIFIES that the building .. . ... . . ... . ..... ........ ... .................. .. Location of Property .. .49,0tW5 .Dein,Ror... . .. Orient.. ... ... ............. .. Nouse No . Sbieet �Hemlet County Tax Map No. 1000 Section . .. 013.....B1ock ...®2..... . ..Lot ....�6......... Subdivision..... ... ... . .. ..... . .... . .. . . ..Filed Map No. ........Lot No. ............. conforms substantially to the Application for Building Permit heretofore filed in this office dated . ....PAC;4 139r.?.. .. , 19 .pursuant to which Building Permit No. .. ...8p3.!Z.. ....... dated .. December.3 _ 19.75,was issued,and conforms to all of the requirements of the applicable provisions of the law.The occupancy for which this certificate is issued is ...... ... ... ...... . .A+#A0.S!WkkgP. ... ... . . ... ......... . ... . ......................... The certificate is issued to ..Robert T: .. . . .. .....st NTf. 6................ . . '(owner, . of the aforesaid building. Suffolk County Department of Health Approval ..N ..... ...... .. ...... ... ................ UNDERWRITERS CERTIFICATE NO... . .. . ..... ... .. ..... ... ... ... ... ... ............ . 0016 j�V Bdilding� r . Rw el7Y r OCT 1 3 2020 +! ildi ukwl TOWN OF SOUTHOL® PROPERTY 9 13 �ARD OWNER ST-REE"1=�,{ ` ap VILLAGE DISTRICT SUB. I LOT Amy 9571-/e /in V e�v y ' f✓e I— FORMEA O N r N r E ACREAGE W t �0�n5� z it c �xv r j ,S U, S W TYPE OF BUILDING q t1J ri .5 f %v�n ti /141,1,7/t f�/e W 1 f/• Love 1 CSG ie. RES. 6 SEAS. VL. FARM COMM. I IND. , CB. I MISC. LAND IMP. TOTAL DATE REMARKS ' ltoo '3J' , 000. f Ar Loo C--) �( AGE BUILDING CONDITION - --+ --�— NEW NORMAL ; BELOW j ABOVE Farm Acre Value Per Acre Value _— C� j} "_ _.%� -- --- ------•- - � ----- ---- --- - i '{ J Com_.�%•J'/ r'V /l'r - I Tillable 1 I T.;iable 2 —�� Til�(able 3 I Wocdfand -- •— .-- --- ---- Swampland BrushloTd i House Plot"" j I Tota I f �t'f. •n�.... ,tet .�7,i.h�4.r',_ / — _ co w{ t d 13-1-6 6/11CZ> : --1-�� - --� --- _.__V Bldg. I ) _ r f:':.J i C _ _1 S� Foundation ,,` i Both ( _:Esc—t Ision Basement i ^_ , ; -Flcors �=-�. µ Ext. Walls " ti I"�` Interior Finish Extension Extension ( I Fire Place Heat j — I�Imo. ,• `^^_^---�— — --i---^�, I .i/ Porch Attic -- - - ---- -- !J Porch Rooms 1st Floor JG' I iI Breezeway Patio Rooms 2nd Floor Garage ./ f �� y C'Gv�' Driveway 0. B. '. FORM NO. 4 ID'160 RECENED TOWN OF SOUTHOLD BUILDING DEPARTMENT DEC 9 2 20 office of the Huiiding Inepeotox Town Hall ZONING BOARD OF APPEALS Southold, N.X. CERTIFICATE OF OCCUPANCY Moo Z-25669 bates 04/22/98 THIS CERTIFIES that the building HEATING SYSTEM Location Of Propertyc 460 NORTH VIEW DR ORXVXT (Hovsi No.) (sTMBT) IRAWAT) CogDty Tax Map No. 473889 Section 13 Block 1 Lot 5.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore tiled in this office dated NOVEMBER 20, 1997 pursuant to which Building Permit No. 24575-2 dared DECEMBER 23, 1997 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for Which this certificate is issued is HEP.TING SYSTEM AS APPLIED FOR "AS BUILT^ & AS PER ROQUIRUMENTS OF NEW YORK STATE ENERGY COD86. The certificate is issued to CHRISTOPHER T. & ANY ASTLEY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. P13IC13XNG 02/12198 PLUMBERS CERTIFICATION DATED N/A Ai a4 ansa?` or• 7 � ��r�• Rev. 1/81 OCT 1 3 2020 OCT 1 3 2020 Town St^JthO�U Ifi6'dfi —�� dr,_rd of TrngtPPv, - joard of Trustpas EO/Z0 39VC1 S331snN.L a'loHlrios TPSSSSL169 Eb:ET 9T9Z/9T/ZT FORM NO. d TOWN OF SOUTHOLD D BUILDING DnPARTMENT office of the Building Inspector TownlDEC ZQ16 Southold, N.Y. L1a1 ZO)VING BOARD OF APPEALS UPDATJ'sD PRE zxrsTING CERTIFICATE OP OCCUPANCY No 5--25670 Date APRIL 22, 1998 THIS CERTIFIES that the building ONE FAMILY DWELLING Location of Property, 460 NORTH VIEW DRIVR ORIENT, N.Y. Houee No. Street Hamlet County Tax Map No. 1000 Section 13 Block 1 Lot 5.2 subdivision 1riled Map No. Lot No. conform9 substantially to the Requirements for a One Family Dwelling built Prior tc3 APRIL S. 1957 pursuant to which CL*RTIFICATE OF OCCUPANCY NUMBER 8-25670 dated AMIL 22, 1998 was iseoed, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is YEAR ROUND ONE FAMILY DWSLLING The certificate is iasued to CHRYSTOPHER T. & AMY ASTLW (ownara) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL X/A UNDERWRITERS CERTLFYCA7E NO. N/A PLUMBERS CERTirICATION DATED RJR ''THIS UPDATES PRE CO 2-6349 DhTXW W"CR 6, 1975. zlor�z �Cc.« e lding Inspector Rev. 1/81 -= -.. " -_`'``-` 4 OCT _ ;! ; i 3 2020 D OCT E6/L0 39vd S33.Lsnal 4-,0 S 2Rp9959LtiE9 Eb�E`[ 9T0Z/9Z/ZZ ' SoarJ u;iastees � r �Odrd Of I�LSLf:ES ' FORM NO. 4 DEC 2096 TOWN OF SOUTHOLD BUILDING DEPARTMENT ZONING BOARD OF APPEW offxce of the Building Inapeetor Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34156 Date: 01107/1 THIS CERTIFIES that the building ADDITION/ALTERATIONS Location of Pwaper ty: 460 NORTH VIEW DR ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Nap No. 473889 Section 13 Block 1 Lot 5.2 subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 2. 2007 pursuant to dhi.ch Building Permit Ho_ 3343a-Z dated OCTOBER 2, 2007 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued J. ALTERATIONS AND ADDITIONS INCLUDING SCREENED PORCH, DECKING, ENTRY ADDITION AND OUTDOOR SHOWER, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA #6004 DATED 6(14_tL-. ,_„ The certificate is issued to CNItISTOPHBR T & AMY ASTLEY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OH FDMTH APPROVAL R10-07-0002 12/18/09 ELECTRICAL CERTIFICATE NO. 8317 12/28/08 PLUmOMM CERTIFICATION DATED 06/29/09 ICING PLDMBTNG /AuthyizedAignature Rev. Vol OCT 1 3 2020 E0/E8 39Vd S331Sftai Q-uH1110S L_ ._ 10999SLI:E9 Eb:EZ 910Z/91/ZT f —)iqN Id ic1wm Board of Tris•tees .APPEALS BOARD MEMBERS OF soar (, 1 ,wiling Address: Ruth D.Oliva,Chairwoman �� yOIO Southold Town Hall Gerard P.Goehringer 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. '.ws. ac Office Location: Michael A.Simon �� Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman U, 54375 54375 Main Road(at Youngs Avenue) Southold NY 11971 jbi"AIVE j 1 10 http://soutiioldtown.northfork.net ZONING BOARD OF APPEALS P-g� 91 , t '•55ci. TOWN OF SOUTHOLD q' z ®r Appm Tel.(631)765-1809•Fax(631)765-9064 JUN 2 66 2007 GS, FINDINGS,DELIBERATIONS AND DETERMINATION S , $h01C "� 48f N MEETING OF JUNE 14,2007 ZB File No.6004--Christopher and Amy Astley Property Location: 460 Northview Drive, Orient CTM 13-1-5.2 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type li category of the State's List of Actions,without further steps under SEQRA. PROPERTY FACTS/DESCRIPTION: The applicants' 35,799 square foot parcel has approximately 130 feet along North View Road, a private road, and +/- 112 feet of depth measured between the crest of the bluff and the front lot line adjacent to the road, with a remaining depth of+/- 170 feet between the top of the bluff and the deeded lot line at the high water mark of the Long Island Sound. The property is improved with a single-story, single-family dwelling as shown on September 25, 2006 survey,revised March 22,2007 by Joseph A. Ingegno, Land Surveyor. BASIS OF APPLICATION: Request for Variances under Sections 280-10, 280-15, 280-124, 280- 116, based on the applicants' request for a building permit and the Building Inspector's December 26, 2006 Notice of Disapproval, concerning: (1) a screened porch addition proposed at less than 100 feet from the top of the bluff adjacent to the Long Island Sound, (2) proposed additions to the existing dwelling which will be less than 40 feet from the front property line, and (3) a proposed swimming pool with a setback at less than 40 feet from the front lot line. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application has been referred to the Suffolk County Department of Planning as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and a County reply dated February 13,2007 states that the application is considered a matter for local determination as there appears to be no significant county-wide or inter-community Impact TOWN CODE CHAPTER 95 (268)LWRP DETERMINATION: This application has been referred to the Town LWRP Coordinator as required under chapter 268,and a reply was submitted to the Board of Appeals with a determination of inconsistency under LWRP Policy 6 Standards with regard to the 100 ft. minimum setback requirement under Section 280-116A of the Town Code, and stating that the property contains moderate to severe slopes. The Board of Appeals held the first public hearing on April 26, 2007, and requested revisions to the applicants'plan that would bring new construction setbacks Into more conformity with the Code,in light of the existing dwelling location. An altemative plan was submitted by applicants relocating the porch and reducing its size, and removing the - OCT 1 3 2020 - I � Board;Of IfLISi9^cS Page 2—June 14,2007 ZBFIIe No.0004-Christopher and Amy Astley • RECEIVI;D✓Jm CTM No.13-1-5.2 DEC 2 2 2016 Z01UNG BOARD OF APPMW swimming pool,which amendment not only substantially reduced the percentage of lot coverage to meet the 20%code limitation but also allows the ground to remain undisturbed,without excavation Within the 100 ft, bluff restricted area. The new construction is also required to conform to code concerning erosion and sediment controls during construction activities to protect the bluff, and as per Code far gutters, downspouts and sub-surface drywelis to control storm water runoff from all Impervious surfaces. Area Variance Relief Requested: The applicants'original request was to construct an addition to the dwelling with a setback at 26.8,feet measured between the closest corner point and the front lot line. Also proposed was a 12.9'x 16.9'one-story screened porch 18.2 feet from the top of the bluff and an accessory 12' x 20'swimming pool proposed in a nonconforming location at 19A feet from the front lot line and 5 feet from the side property line,shown on the January 10,2006 survey Prepared by Joseph A.lrmaano. On January 18,2007,the ZBA received Dia-mms A002,A102 A103,A300- A301, amended 1-15-07 from Ryall Porter Architects, proposing similar additions for the Increased living floor space, a deck and outdoor shower, as well as an unheated 240 sq. ft. accessory swimming pool,noted at 19 feet from the front lot line and 5 ft minimum from the side lot line. On April 2, 2007, a survey map revised March 22. 2007 prepared by Joseph A. Ingegno, L.S. was submitted by the applicants to show the minimum code requirement of 15 feet from the westerly side lot line,showing a proposed 12'x 20'size of the accessory swimming pool at a minimum of 15 feet from the westerly side lot line and siting of the fence enclosure, revising the front setback for the pool from 19 feet to 17.3 feet at its closest point,and reducing the size of the raised screen porch to 1410.5"wide by 1211.5"deep. Amended Variance Reauest: During the April 26, 2007 hearing,the Board asked the applicant to bring the plan into more confornity with the zoning code requirements,and to provide calculations of lot coverage applicable under Local Law 11-2007, adopted by the Town on Manch 27, 2007. The applicants requested an adjournment to allow an extension of time to prepare the lot coverage calculations and to submit possible alternative plans,keeping the hearing open for further questions by Board Members until the next hearing calendar(May 31, 2007). On May 10, 2007,William S. Ryall Jr.,Architect submitted revised Site Plans A002 and First Floor Plan A100_both dated May 9. 2007, agreeing not to build a swimming pool and removing same from the plans, relocating the porch addition farther from the bluff and reducing its size, placing pier foundations under the new porch four feet further from the outer edge of the porch (away from the top of bluff),and submitting lot coverage calculation diagram dated 5-09-07 confirming the allowable lot coverage at less than the code limitation of 20% (based on the estimated 12,831 sq. ft. of land area) with,the new construction, as revised. During the May 31, 2007 public hearing, the final May 25,2007 revised survey map prepared by Joseph A. Ingegno, LS. was submitted for clarification of the different changes offered by applicant for consideration. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on April 26,2007 and May 31, 2007, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal Inspection of the property,and other evidence,the Zoning Board finds the following facts to be true and relevant: REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections,the Board makes the following findings: lil J jU OCT 1 3 2020 ! Board of Tr4stass r a Page 3—June 14,2007 S -7'D Z81-11a No.6004-Christopher and Amy AsHey CTM No.13-1-5.2 W DEC 2 2 2090 ZONING BOARD OF APP 1. Grant of the altemative revised plan,in this variance application,will not produce an undesirable change in the character in the neighborhood or detriment to nearby properties. The single-family dwelling which exists was constructed on a lot containing a total area of 35,799 square,feet and the dwelling Is presently only 31'9"from the top of bluff. The land slopes down significantly from the crest of the bluff to the Long Island Sound in the rear yard,and encompasses a large section of the applicants' deeded land. The applicants' property also has moderate slopes on both the side and front yards making any addition(s)difficult to build. The pool will also be built only 15 feet from the westerly neighbor's side line and would be at a higher elevation than the neighbor's pool. The porch would be 26 from the top of the bluff.The bluff on this property is stable according to the Soli and Water Inspector's evaluation, but the property to the east has incurred severe erosion. In discussions with the applicants advising them of the difficulties in their proposal,they agreed to not build a swimming pool, which decreases the amount of overall coverage of the lot by buildings to meet the code limitation,and to move the screened porch to increase the setback from the bluff from the requested 18'to 26', as well as reducing the size of the porch over the existing patio existing in this location. 2. The benefit sought by the applicants cannot be achieved by some method, feasible for the applicants to pursue,other than an area variance. There is no other location on the property for the placement of a bed and bath addition and a screened porch. 3. The variances granted herein are substantial. The code requires a 48-foot setback from the front yard, and the new addition will be only 26.9 feet. The screened porch would require a 100 foot setback from the bluff,and is only 29'1"from the top of the bluff. 4. The difficulty has been self-created as the applicants chose to plan for additions knowing the setback requirements of the codes. S. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact an the physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicants to enjoy the benefit of a bed-and-bath addition and screened porch addition over the existing patio, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing best under New York Town Law 267-13,motion was offered by Member Oliva,seconded by Members Simon and Dinizio,and duly carried,to GRANT the variance as applied for, as shown on the amended survey prepared by Joseph A. Ingegno,Land Surveyor revised Mav 25. 2007,and the Site Plans&002 and First Floor Pian A100. both revised May 9.2007 prepared by Ryall Porter Architects,subject to the following condition:All fainwater should be collected into dry wells as per code(see revised maps,noted above). That this ZBA condition be written into the Building Inspectors Certirlcate of Occupancy, when issued. {1� • tib . 1— OCT 1 3 2020 i - 80ar(i of)nsstflOs _ r t ! t -' Page 4—June 14,Choi RECE NED-703q 2096 ZB@FIIe No.8004-Christopher arta Amy Astley CTM No.13-1-5.2 ZONING BOARD OFApp&U Any deviation from the variance given such as extensions, or demolitions which are not shown on the appliicanra diagrams or survey site maps, are not authorized under this application when Involving nonconformitles under the zoning code. This action does not authorize or condone any currerit or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minlmis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Dinizio (Chairman), Oliva, Goehdnger, and Simon. Member Weisman was absent. This Resolution s duly ad (4-0). J mes Dinizt0 Jr.,Ch rma 6/02 12007 pproved for Filing RECEIVID CP 4�,W l t*s5aonn. JUN 2 6 nor S �h® 'Con er OCT 1 3 2020 ` .i ____ Board n�Irust;2s rF y - TOWN OF BOUTHOW.NEW YORK DATE.Jan—S, 1975 • ACTION OF TBE ZONING HOARD OF APPEAL$ Appeal Na 1985 Dated December 3, 1974 ACTION OF TBE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To George Stankevich a/c Edna Doll Appenaat 6 La Salle Avenue Cranford, N. J. ut a meeting of the Zoning Board of Appmis on January 9, 3.975 the appeal was considered and the action Indicated below was taken on yaw ( _)Bequest for varnanea due to lack of access to property ( )Request for a special exception under the Zoning Ordinance (X)Request for a variance to the Zoning Ordinance ( ) i. SPECIAL EXCEPTION.By resoluLan of the Board B was determined that a special exception ( ) be granted( )be dented pursuant to Article-----Section ---_— s:bsactlon ... paragraph of the Zeal-g Ordinance and the deelafoa of the While Inspeetar ( ) be reversed ( ) be eonfhmed because 9:45 P.M. (E.S.T.) upon application of George Stankeviche Esq. a/c Edna Doll, Brown's Hills Estates, Orient, New York for a variance in accordance with the Zoning Ordinance, Article III, Section 100-30 and Hulk Schedule for permission to divide lot with existing -uilding with insufficient width and area. Loctation of property; North side Private Road-North Driver bounded on the north by Long Island Soundl east by W. Johnson; south by North View Drive (Pvt. Rd.); west by Helen Hass. Pee paid $15.00. Z. VARIANCE.By resolution of the Board a was determined that (a) Strict application of the Otdh—w(would)(would not) produce practical difficulties or nuaecessary hardship because SEE REVERSE (b) The bardshlp created(4) (is not)unique and(would) (would not) be shared by all properties &Wee In the bamcdiate vicinity of this property sad In the same use&*Id because SEE REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district bemuse SSE REVERSE and therefore, it was further determined that the requested vorlesee ( ) be greeted ( ) be dented cad that the previous decisions of the Building Impactor( )be confirmed( )be—mad. SEE REVERSE IaG SOABD QF FORM ZB{ �'G�t'�CP�/ l7� GB �J OY a McDermott, Secretary OCT 1 3 2020 I -- Bear»; tstees��_�III 7 V ` After investigation and inspection the Board finds that applicant requests permission to divide lot with existing building, with insufficient width and area, on the north side of Private Road-North Drive, Brown's Hills Estates, orient. The findings of the Board are that applicant is the owner of a lot comprising 1.61 acres which she wishes to divide into two parcels. The neighborhood has been developed for many years and many of the neighboring parcels which have been built upon are smaller than the lots which would be created by division of applicant's property. The wooded and rolling topography of the property would provide privacy for surrounding neighbors from the existing house or a future house on the westerly side of the property. The Board agrees with the reasoning of the applicant. The Board finds that strict application of the ordinance would produce practical difficulties or unnecessary bardship; the hardship created is unique and would not be shared by all properties alike in the immediate vicinity of this property and in the same use district; and the variance will not change the character of the neighborhood, and will observe the spirit of the Ordinance. THEREFORE IT WAS RESOLVED, George Stankevich, Esq. a/c Edna Doll, Brown's Hills Estates, Orient, New York be GRANTED pERMISSION TO divide lot with existing building, with in- sufficient width and area, on the north side private Road- North Drive, Brown's Hills Estates, Orient, New York, as applied for. Vote of the Board: Ayes:- Messrs: Gillispie, Bergen, Grigonis, Hulse, Doyen. * t 31, e 4 t I iJ� OCT 1 3 2020 J aafd of It s(jgS i ^i C jqi TOWN OF SOUTHOLD PROPERTY Coity cA►RD ` ! OWNER ! STREET VILLAGE DIST. SUB. LOT - k����r�rc egos epy-2.I r•,y r S W TYPE OF BUILDING RES. SEAS. VL FARM COMM. CB. MISC. Mkt. Value is LAND IMP. TOTAL DATE REMARKSP-Ln /t bell 74 / .� MossE mo �?j -z— jr 75 �- &1 Co�nt� (( 200 (A10`.� � 0# !,4 Z 6? ' cil i-h 51i:4 LL fe2ra--k ons AGE BUILDING CONDITION i NORMAL BELOW ABOVE ~[74RM Acre Value Per Value S Acre � •� �• o Tillable 1 Tillable 2 �+ ,# LO Tillable 3 Y ' °' o Wooalcnd Swa npiland FRONTAGE ON WATER FRONTAGE ON.ROAD House Plot. DEPTH (/+,'��._ BULKHEAD Total DOCK 4._._..�.�...._�..__�-�..�....__.__..•_....r."_"'-__. ...._....._._....Y.�.,.� - ---- -,...�..•....� ^•-__•�- ......,.i.._ ...�_�.�.-,-Mfd.-.-.� ...�_....__._�.__. ."�_... _�.—� ---•- -..ter_, '.+ r )OCA 'J - titer` :tip i ', %;• S i COLOR TRIM �,,.r I��•,�r},l•tit. i� :r i j M. Bldg. Foundation i Bath r` Dinette 2 ;'% % ,—' Floors .—Eztel+nsion Basement i �% -- 4� fiExteinsion `" !�?? ' S �i �r c> Ext. Walls Interior Finish r LR. 1„ J 1 i -.7 •i ECJ •- o i Extension Fire Place 1 Heat - DR. t U i/ Type Roof Rooms Ist Floor BR. - w ;Porch Recreation Roo Rooms 2nd Floo FIN B. I _ ' ry Donner c�a � ' Porch S'Breazeway Driveway Patio O. B. 3(o-7 5 we*") e') Total � � , � COLOR -12 TRIM � 2-2 ist 2nd M IBlog Foundation Fin B. Rath Dinette - 2- _r CRAWL PARTIAL Kit Extension V]5 t,:� Basement Floors Extension Interior Finish 2 Fire Place Heat D R. Extension ati � � � _- ' . | � | . _ � ASTLEY HOUSE SWIMMING POOL - ORIENT 9EVISION DATE SSIRD fOR PBndR �/IeAa ASTLEY POOL + ACCESSORY STRUCTURE FILING SET PROJECT LOCATION PROJECT INFORMATION DRAWING LIST • - '��` '��C ADDRESS: ARCHITIECTURAL CFF 11 Y \ 460 6020 North View U—. A000 COVER PAGE 6 DRAWING LIST ' • - �I R�� -v 'l� \�i Odmrt,NY 11957 A002 PROPOSED SITE PIAN PROPOSED CONUTRRUCDON. A003 DRAINAGE,GRADING 651TE PROTECTION PIAN Newi--nd co cats eWmmirg pool and rteimng walls,Perbol demolNon and —tI.n of mating house(on eastern lot)which N to he conerted into an erseaso7 A100 PROM EDPED LAN8 i APPLICABLE CODE J A102 PROPOSIDENIOS \ �\ 2019 Residential Code of NY Steta A102 FXISTINtiJOEMOUTION PLANS 2015 ECCCNYS A200 PROPOSO)ELEVATIONS F! /) TOWN OF BOUDIOID A201 EXISTING ELEVATIONS n mNINO DR3IHICF. PIC) Accessory Structure;1 Story ebow basement. 1000-13-01-5361000.10.01-06 ..J �14 RYALL SHERIDAN ARCHITECTS 45THAV0 UE..SUI E30 N .NY 6a6-909-<0E0 wwwamlleheddan.osm Ix ,iI - _ .- �\��• moi" ; //+/ ;b l� - _ - -- - -- l 1`1� 1 l - L./ 1_ — c'. ,MAwN No wit DD -� � �=- �� • . � � " �Y��",'A�_--_�-� "_ � - �� OCT 1 3 2020 WA - So:!i!i ld';OV,rI COVER PAGE ORIENT,NY —Boa—ro of Trustees Not To Scale i A 000 V� ASTLEY HOUSE SWIMMING POOL ORIENT LONG iS�NOSO�NO REV18ION DATE ISSUED FOR PERMIT 01/1080 BUILDABLE AREA LANDWARD OF \\ HAZARD ON NDABLE LVERAGE BARED \\\ HAZARD UNE ON BUILDABLE LOTAIIEA PARCEL, 12,589)Bp FT. DUSTINGHOUSEW/COVE RED PORCHES 19ST SF OR ISA% 0.29ACRES \\\\ PARCEL2 5,589A BO FT. EXISTING HOUSE,2078 BE OR 17.236 �. 0.13ACRES EXISTINODECX W/STEPSa929RORe% TOTAL 18,171750 FT 41678F.OR ZI% OA2 ACRES BUILDABLEAHEA LANDWARD OF COASTALER0810N PXOPOSEDLOTCOVERAGEBASED HAZARD UNE ON BUILOABLELOTAREA PARCEL, 12,5139.3 SO F7 EXI871NGHOUSEW/COVERED PORCHES,IM SF 019 ACRES PORTION OF PROPOSED POOL 51 SF. PARCEL2 5.585ASO FT. PORTION OF EXISTING HOUSETO REMAIN 6GIBE O� M13ACRES PORTION OF EXISTING HOUSE TO BE REPLACED W/DECK BE PARCELT ¢ PARCEL2 OVER ON OF EMOM OS D PORTION OF PROPOSED POOL 7a SF �O W Z TOTAL 18.171780 FT. OBOBBF.OR 20% Za 9 f Ba g 9 o � . _-..-.____ mea ----------' 1'11 S. , �`°�i`�oFei'!�i•������--__,--._ '_----.\ �• � *�f � ro � 1\ \- .r�\ `r.�urom.�w����� ��\`. K -7 A./ TBigL E.R,OsioN E�-e�� i \ i / i /�`\\\` \�'?07 \ '!4>� `\U.4-1 \\\\ 11 4,���°���',,'�4 y \1 11\\ \\ \\ , �i/ � .' /` % i i i (\ 11111111 I i�.ml6i \ 11 j931� �0b�'r�,�',ye `•and `1 1 /i, I 1 11 Ell _ �JflYALL EN ERIDAN ARCHRECfBv_ _ 174 NEWY AVENUE,BUDE300 L1 .-. 978.809-4343 www�l yallsheddw— r ;. — 1, / ' i � / r' ' i i \ � 1/1 T 7 l/T1/}�, l 1,f% I eoml0.cumerae --f es,)/r �'/ .�' i.�.�i i/ / \l I 1\ r ' �' \Xi��'i / \ f OCT 1 3 LOLY' PROJECT 1801 // � / / i/ I l ursuomem 7 /I % % /�%,�/! ' %1 / \1 .� �/ �'/'' % `\ DRAWN: NC CHECT WS // ea�� ------- 11J ' p0 , DATE 01102820 I Boar o"Rr 913 a9 � ''� � � i IiJLeB$ '-_ - �"`mmm�orOB11 x.2.1 �' BcnKe Ina-rr --------- NN --- - , ----_____-- _ -i' 1 0011 PROPOSED SITE PLAN N A 002 � SITE PLAN v,ebro• eP,�.eePa�. ASTLEY HOUSE SWIMMING POOL ORIENT _ vcuzeimsm i ea ��\`-- -___-_-- PEYISION DATE =7— mvs ummraauum�cff�ee+�e�swrwrixeanw�Ma�rtsvrta*t3. _—__---__ una[5n�+�vrre[e le[w.a+mW tasa6eoi�4aoIX.6ea�6uo �enaow.v+6NtrmaiEcrcry awpwerezaxeswtff U3Dro WmRa4rWeearsmem+ - n ` � _-_ __ `_-_________'_ arsvaciorePvrta'`eevum 0xm�uma2s�.wv�mvsiamsraw®umaamaimecx0ors m= `�\ aass'xi zon \\l` \ -_y - ----_ -__ _____-__`♦♦\\\� ar �awra.�vvressuumwrawx�umwro a,asaereavF.mvsra�urar 1 ''�' � rerraw®maeenmwt rwY.vauermsm 6 � � --._--____________-___-_--._♦ iBafcm�aF.wswlffaEvmaDawuEss�ecaEvmauOra�®as ic�Sa. \\ i w�e:�vs®eaar a>x Brn6 _ msmc�a+an�..weaacuoanerswiasxn twaasd� � �--____-____-___-___-_ vLL`ff� tawleN[E a�itwr¢�u®rorwe++Fs.arr4x£arrvm9..uiEecw.�LPa�u[S ew ` / � �M1EaMRNormsrtiL7[arway.6USraiw+omsumrrFramsmc�wums..Caae mace _ £KCa.E/Ca/.mhsrres®res Okiw.ren a.rrErawarwnnwrrol ����-0:- wE02newE -_ � -.=--________--_-__-- '-- --------------------- ---'- -_-__ __ --------- -- - _ - ---"------- - _ ----__ �O ♦ - 1\I _ - - -------------- -- -- -------- -96— ------- ---- \ - _ -------`- --------------- ----'--------- to ' � �/ i/ / /'l / /''! i%.' _ � �``` //1 / r'!l I / Int-- —_ /' \ \ � � \ ♦ D/0487gl1 \ ' �/% / •\ \ \\ --�� / �� BULINE � III i /: \\ \ \\ `� \`♦ Q9t01�/N^_ / / / ,' � / _ \ \\ \ 11 I ���` LINEol / ' r \ �y��-`�I I I 1 `�• \\ \\ \ �O� •` `\\ \ `.\ \I 11 1\ / \�•• �.y i \ % �� \ \ ' � / / j � i � i / r /'� � \gyp `\ ` `\ `� ♦� �`\ ' I /, 1 t 1 \•.• �, i \\ /' ''�- `� \ 92 7w i %// j /! � � / '//r �/ /' � /// / \ •`� \ \t 11 \`\\ `\\ \ \/ `\\ t\ Iir \`I 9z a � 11 h \ \ •\ I 95 -AT/ ' \ I I OCT 1 3 202 ---------------------- / i / /i , %/ / r' % / ,\• II 1 / \ \ \\ �-___-5l'!illlJu BoarOf iiuStu'8S DWI` t 1 - /' Mill O " , RYALL BHERIDAN ARCHREC7S 1765TH AVENUE,SUITE 9W F f it~' /' y / !l ,n` , I /•i� II / % i i l NEWYONK NY Ii / ' / 666-e09-430.9—yellehei mm � I ; ♦ J - /_- i/// '/ ,/,� /i i ,eon'/ % ;' i i i i i //_--f—`i~ f�— vxaccr• eon ' ,lvO�vPP l \/ NG t r / it8 — ------ scale v,r_r-m / 2 i - ------ ----�--- ; '`\ 8S 3 DRAINAGE GRADING 88" 000 _ &SITE PROTECTION / 93 9?/ 91 90 89 Al DRAINAGE PLAN 003 r v4 „5'e,9Y ASTLEY HOUSE SWIMMING POOL 34•�, ORIENT REVISION DATE RETAINING WALL�FENCE PARALIEI,TO SCREENED PORCH 3 ISSUED FOR PEBMN ./IBM' 3 5 M1� \ / \ 7 \ \ / \\ FLOORPLAN IOiYN0TE8 2 NEW WOOD FRAMED WAIL 3 WOODTIE RETAINING WALL RR' / \ l WOOD TIE STEPS W/STONE TREADS SET IN SAND GMOEO \\ / 4•S.\\ 5. REMOVABLE PAVERS OF POOL COVER BOX GATE 1 4s \ T. POOL SECURITY FENCE �' \\ Fi•/ \` 8 STONE PAVERS SET IN SAND. \\ SkiMp9pp �\ 9. OUTDOOR SHOWER. U ` �® � Imo) \\ ••• \\ 4 ----------- --------------- \ \\\ ISp / /� 3 v��eic3R•A-so•(9s-n•A-SU \\\ \ og p'Y 4, / / L——.1 � L—I FIDNI5S Dd — _- FRAMED WOOD DEC' OVER BASEMENT { E ll!I [L, ------------------------------ n.1, OCT 1 3 2020 I \` UP Southold Town \ \\\ -=1 L ► D B'-0t/lRD. Boardr tees \ IrrII Ir ON 17R 0,3/8• \\ CAMDEN SHED 350af POOLHOUSE \\\\ 4 RYAM SHERIDAN ARCHrrE= d 174 STH AVENUE.SUITE300 \\ NEW YORK NY 10010 \ 646-009-4343 www ryallshandan mm \ NEWV MUSED F.F. \\ \\. PHOIO.RF INH �\ 4'-07r1•R0 DRAWN; NC — - DATE mt4]024 SCALE. 1/4•.1•-0' - I PROPOSED PLANS PROPOSED FIRST FLOOR PLAN 2 00 ASTLEY HOUSE SWIMMING POOL ORIENT REVISION DATE ISSUED MR 1D 117 milmo FLOORPLAN KEYNOTES 1 INGROUND POOL 6 HOT TUB 2 POOLEOUIPMENT 3. EXISTING CMU WALL TO REMAIN. A NEW CMU MASONRY WALL. s GARAGE DOOR '\\M\\� i\\\\ \0102 �/ // �\\\\ \ /\\\\ \\\ /\\\\ \\\\'\\ / \\\�1\\�\\\\ ;I %,\\\\' O\, STORAGE 6 , I I MECHANICAL e II--i \ul ,\\\\ l\i\� \\\�- \\��- \\�\ I,B_9• ! 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BRICKIBLOCK STAIR M REMAIN Mill PORTION OFFIRST FLOOR FRAMING TO BE REMOVED FOR STAIR TO BASEMENT. 6 DECK TO BE REMOVED. 7. PORTION OF CMU WALL BE REMOVED FOR to 1 O g MECHANICAL EOUIPMENTINCL BOILER TO E O \ \ < REMOVED. IN All OCT 13 2020 01-1 MUUCTURRWESTLINE TOBEEMOU FIRST ` \ ? o [ dTon DOOR FRAMING OVER ASEMENITJcf —____—_— ___ __ __� W 0 a 300 �Q In RYALL SHERIDAN ARCHITECTS M AVENUE,NEW YORK,NY 00 s W".-aawww ryeilalwrtden mm PRt>tEcr� tew - ORNNN NO . maga wR DATE m tg F _ - NDAIE 1/x••1'-P 2T g EXISTING PLANS/ DEMOLITION PLANS EXISTING BASEMENT PLAN 2 �1 EXISTING FIRST FLOOR PLAN 2 +/a•atro• va•=rm A 102 ASTLEY HOUSE SWIMMING POOL ORIENT a REVISION DATE ISSDm fOR P7AIR m/iNM --------------------------..1_-- - ---- ----------------- RootDWc afY.T� ------ --------_ _ _ ______ ________________ S. ELEVATION KEYNOTES t BASEMENT/GARAGE BELOW GRADE m . -------------- --" � PoolT�ece3 OUTDOORSHOWER --i � NY RAILING 4. a 5 G. EYJSITING MASONRY RETAINING WALL -----.-- ------- --- ----------------- — Nem 0 5�7 ASUe --——— ———— ---- .---T99 -- ---------------------------- -----——————------.EAieOng Ground Floor------�_� -- -- I— -------————————————————————I 0'-0T925'ASU� W0.+ 5 —— ——————————— ----1 -- —. _ ---L-—————————————————————— BRaemerrt �1 PROPOSED WEST ELEVATION PROPOSED SOUTH ELEVATION W0.+ T3G CEDAR BIDING t/a-metro• t/aat'o• IVE iDIrl i OCT 1 3 2020 E ,Id Town ISua�O Gi Trustee Roof DeA -------------------------- ------------------------De •tY'-3• a' Y �iO� W0.1 ——— —— ——— —— Poo Tarrece . Rmed Grand Hoer 1174 M AVENUE, UI EAN ARCHREG78 ——————— —— Edabrg Gmmd Flaar-———— NEW YORK,NY 0010 ------ ----------------- -------------------------- 0'-5•(93'ASU 646809-4343 www+YeOshedden.mm 5 m �`�•� y ILI, W0.1DRAWNNC § §----- -- Beset 61AIE 11/`.11-m PROPOSED EAST ELEVATION �1 PROPOSED NORTH ELEVATION +/a•=tro• +/abt'o• PROPOSED ELEVATIONS A 200 S.C.T.M.# DISTRICT 1000 SECTION 13 BLOCK 1 LOT 5.2 & 6 so LI-NDwLONG ISLAND O N O� S 89°26'32" E 133.81 ' TIE LINE ALONG APPARENT HIGH WATER MARK 8p�5 X19.4 TOE OF BLUFF 2U X t0E OF BLUFF ELEV 8.0t X.2U 31.8 X Z OO 4 ILA 0.5 O. O. 0. X 33I G O J o PARCEL 2 G�0� / - -.1 PROPOSED 10'WIDE 64 --_ - / \ \ NON-TURF qUFFER Z !p� 6 , WITH NATN E VEGETATION �� 72-� PARCEL 1 74- __ \�\\ \ - -- - - ° � 76 / - / �--80-•� /// v X X\X \\\ \ 82- _ top X x x x X x _ x x x x\ \\ _ _- 86 �84-r' �ZI L TjTPj x x X x x x X�c\ \ \ _- - �" 1-1s8 \ B x MBR£MPINXCP x�XllR' 90 r.w.g.� (so., x x x � K,0 x• x x x V x x Y ���`00 x x - \ \ 92'''� 1 B ww,s w:x X� / O fcK TOB x (�R ZZ2<1 � - - 1\ \ \ \> x T. x I f X X x XT. 94 �� 15 r RTl 1V s x e.w 1 0 of / / 96�` x x � r STV fXi x x -+tA / / / / / / x x rji OW fC RY P STI/VG \\ X" \ \� x x li I D LING RM, \ \ -x \ x x *x x c � fMVCI y B � .\\♦ p�� /\ 2 '1 \� \ N\ > O / / / / /� i/ / / / / x x x > S f0 f \•� \\♦ vry ��� xXxxxxxX ! \ ern / // / // / �� // / //// xfew rw.94.7 I \ \\\ __T OEJul x x x �9a0 // X X r \ .\\\ plr�,. C.S7I�{rC x ' O "«C/ XIX �Ul // /�/ J�xs ax ply >>7 Dar \\ _ _ TOeF _ cXi \Cpm d / / / / / �x x r r�r.kt \\\\\ - q _ _ x x \ x x� .r \\\ 9?.g_-_-h o V X GON bS �� c^ �� -C K, �� Tse' - -"0q lsa x x p� I. N SDS s� _- UN N 9f' T�NG x x x ,o '6Z'! 44k-,- �' ? 8_4 _�_R- of oDR�'tir x AU � / x - ��c, �` ��2�; \\ ��� - - 3 0 CR4V��o r x o SO i / / / / / / \ \PROPOSED .0 8- - - - DR FA� x �pN `Z'x -� / / / / //// / / �c-�c x x x x �� \\w`�b FOOL FENCE \ \' a � h'yG� 'CLEAN our-_ �'�1+qr I R X x X �.�Q�� t\ \ ♦\\ Q \ O 1 ° I x X x --A-1 .� \ \ \\\\\\ \ 4 RAVITY Qr ,C X x \ \ \� \ \ \\\\\\\\ � LIN o WELL tb 6 / �►,,� / / / / /XXX X X X X N"ro !�' \101.% \ \ \\' \ \\\ J .j �. x \ t \\ \\ S X X X X/x PROPOSED lv(ymDf x x x x x /x x \ ►s, 15 1 \\� Q.\\ EXISTING >c r o Utz �e x }NON- RF 8 FFER.x x x x x X \ �\ // \\Q \ ' \\ ��, w /sTE e9.D x r�` I s2.o +[=5'W Np x , /jc x x x R ♦\♦ \♦ O B DFM6uS ED .� Foy o PUNTED 14 TH N NE VE ATIO 1 l ( a .• ONC 1J 2 \\\\\ PUMB' CI E R°cc To / L .I'. X.9L134 rn l PA)� .'.'....3:'.'.'. \\\\ O� \. COjRITROL alp ' X I / !'• ' �/� COASTAL EROSION HAZARD UNE / / / / / / ¢ r:'::::::.::'' �c \\ Q• P/AI lEt XM4 j COASTAL EROSION HAZARD AREA MAP / b........': .' + PHOTO No. 47-655-83 SHEET 19 OF 49 / / / :•:•:;•::•:•:•:•:•: X�.J / :'ea-is/l �E � X��% 0'w. sus / / / / :.'.:.; X Iro• / / % 3° ec ::::s,.. 14L8 \ \ � GRAWE X X19f .^!....... ...HV ORY P.. .....:..... \ �Q\ `�� PooL wAszE' // • . ... /:'.,� �a f l l i .. WATER loci , X / / a/ '• �6 . /PROPOSED DUPLEX PUMP BASIN, 09 W� XE G. yo'? • s ' 4' r •� ..0�/ GRAVITY FEED IN FROM POOL HOUSEOQ\\(Oo�R FAD .. POSSo104. rANK A NFE SEPTIC 7 1 / 1 c^ I (p /2" PUMP LINE TO BE MINIMUM 1OFT FROM DRYWELLS AND 5FT TO POOL, LINE TO ENTER EXISTING SEPTIC I ' .i :.......'..:, N,. N QST£PpLN S r ' I : '• ,fla TANK A7 SAME ELEVATION AS EXISTING WASTE LINE FROM I 20 03.9 104.98 ��'Pt\ HOUSE a iTI.Y x`31 X WDOD DECK �oss � � a` .'• / Py II�UNIT 11 X X L.Y. C Q 0� y� \ •� �� (A � 00�� Oo I fOJ S \\ x --X c •� I T 142`5 ` o / .193.7 xSd. �J f03.9 c• , O I' 142 PROPOS 1D3.2 / ' / EXISTING PUBLIC WATER SERVICE LINE TO REMAIN, NEW SEPTIC LINE TO CROSS OVER WATER o G1 g• 15 . no's 4 LINE AND BE SLEEVED THRU 20FT LONG 4" SDR PIPE CENTERED OVER WATER LINE 7)c-cjcc+- RE X , pMERP 13 102, 5 $ x-100 X /0 / /0�01oz- -�` `,A A�X 101.4 EDGE OF PAVEMENT 4 • '• ;.' '• PRIVA UNDERGROUND PROPANE TANK TO 8E RELOCATED .4:.' '. • : ; too.>ox r '{ MIN LOFT FROM SANITARY • IT O lr[v \`11 BUILDABLE AREA LANDWARD EROSION EXISTING LOT COVERAGE CHAZARD OASTAL LINE BASED ON BUILDABLE LOT AREA 12 589. SQ.FT. EXISTING HOUSE W COVERED PORCHES: 1 " , EXISTING 1,000 GALLON SEPTIC TANK AND 8X12 PARCEL �� 1 0.29 ACRES CONC. PATO: N/A/ 9 S.F. or 15.4 x c LrJL LEACHING POOL , PARCEL 2 5,585.4 SQ.FT. EXISTING HOUSE: 2078 S.F. or 37.2X 0.13 ACRES EXISTING DECK W/STEPS: 352 S.F. or 6.3% ASPHALT DRIVEWAY, CONC. WALK: N/A t• 3,r;nI^;: TOTAL 18.174.7 SQ.FT. 4363 S.F. or 24.OX 0.42 ACRES 34,458.10 SQ.FT. BUILDABLE AREA PARCEL 1 LANDWARD ROSION PROPOSED LOT COVERAGE 0.79 ACRES SANITARY DESIGN SUPPLIED BY HAZARD LINE BASED ON BUILDABLE L07 AREA 24,187.41 SQ.FT. ED ARMUS ENGINEERING PARCEL 2 SEE DETAILED PLANS PARCEL 1 12,589.3 SQ.FT. EXISTING HOUSE W/COVERED PORCHES: 1933 S.F. 0.56 ACRES 0.29 ACRES CONC. PATIO: N/A AREA: 58,645.51 SQ.FT, or 1.35 ACRES TOTAL ELEVAADN DATUM.' NGVD1929 PORTION OF PROPOSED POOL: 51 S.F. PROPOSED BRICK PATIO. N/A UNAUTHORIZED ALTERATION OR ADDIAON TO THIS SURVEY IS A NOLAAON OF SEC770M 7209 OF THE NEW YORK STATE EDUCA7101V LAW. COPIES OF TdIS SURVEY 5585.4 SQ.FT. MAP NOT BEARING 774E LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN PARCEL 2 0.13 ACRES DEMO EXISTING DECK W/STEPS ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INST.7U770N DEMO PORTION OF EXISTING DWELLING LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. PORTION OF EXISTING HOUSE TO REMAIN: 602 S.F. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE PROPOSED DECK W/CELLAR: 340 S.F. NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC7701V OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMEN75: EASEMENTS PROPOSED SPA & PORTION OF POOL: 722 S.F. AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY ENDENT ON THE PREMISES AT THE AME OF SURVEY ASPHALT DRIVEWAY, CONC. WALK: N/A SURVEY OF: DESCRIBED PROPERTY CERTIFIED T0: CHRIS & AMY ATSLEY; PROPOSED BRICK PATIO: N/A MAP OF: FILED: REVISED 08-28-20 REVISED 12-03-19 18,174.7 SQ.FT. 3648 S.F. or 20.OX SITUATED AT: ORIENT TOTAL 0.42 ACRES TOWN OF: SOUTHOLD REVISED 11-04-19 SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PLLC Professional Land Surveying and Design THE WATER SUPPLY, WELLS, DRYWI:LLS AND CESSPOOL r P.O. Box 153 Aquebogue, New York 11931 LOCA7701VS SHOWN ARE FROM FIELD OBSERVA7701VS FILE # 19-11 SCALE: 1"=20' DATE: FEB. 25, 2019 N.Y.S. LISC. NO. 050882 PHONE (631)298-1588 FAX (631) 298-1568 AND OR DATA OBTAINED FROM OTHERS