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HomeMy WebLinkAboutTR-10550 CC#: C2440040 COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK The Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 08/27/2024 under Liber D00013261 and Page 746 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 08/27/2024 S/UFF�OLK COUNTY CLERK V VINCENT PULEO SEAS, SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 08/27/2024 Number of Pages: 16 At: 12 :02 :23 PM Receipt Number : 24-0107110 LIBER: D00013261 PAGE: 746 District: Section: Block: Lot: 1000 053.00 06.00 021.000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $80 .00 NO Handling $20 .00 NO COE _ $5 .00 NO NYS SRCHG $15.00 NO TP-584 $0 .00 NO Notation $0 .00 NO Cert.Copies $10 .40 NO RPT $200.00 NO Fees Paid $330.40 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL VINCENT PULEO County Clerk, Suffolk County ril F21 Number of pages OF This document will be public record. Please remove all Social Security Numbers prior to recording. Deed/Mortgage Instrument Deed Mortgage Tax Stamp Recording Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt. Ur 1. Basic Tax Handling 20. 00 2. Additional Tax TP-584. Sub Total Notation SpecJAssit. EA-52 17 (County) Sub Total rV or Spec./Add. EA-5217 (State) TOT.MTG.TAX Dual Town Dual County R.P.T.S.A. Held for Appointment Comm.of Ed. 5. 00 Transfer Tax Mansion Tax Affidavit The property covered by this mortgage is Certified Copy or will be improved by a one or two family dwelling only. NYS Surcharge 15. 00 Sub Total YES or NO Other Grand Total- If NO,see appropriate tax clause on pale# of this instrument. 5378310 1000 05300 0600 021000 4 1 Dist. 5 Community Freservatioix Fund �Ts Real Property fR RmAj Consideration Amount $ Tax Service I " DECLARATION OF COVENANTS THIS DECLARATION made this 151r-day of Avju_->t,2024 by Richard Jensen,residing at 18 Tower Drive,Maplewood,NJ 07040 hereinafter referred to as "DECLARANT(S)": WITNESSETH: WHEREAS, DECLARANT(S)is/are the owner(s)of certain real property located on 4155 Bay Shore Road,Town of Southold,County of Suffolk, State of New York,described in the Suffolk County Tax Map as District 1000, Section 53.,Block 6,Lot 21 which is more particularly bounded and described as set forth in Schedule "A" annexed hereto,hereinafter referred to as the Property; WHEREAS, the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold (hereinafter the Trustees)pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor,and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; WHEREAS,the DECLARANT(S)therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities; and WHEREAS,as a condition of the granting of a Wetlands Permit(Exhibit A)to undertake such regulated activities, the Trustees required to establish and perpetually maintain a non-turf buffer area throughout the seaward side/rear yard;with the condition that the retaining walls be 3' off the property line and no higher than 2.5' in height with native plantings surrounding the retaining walls on the adjacent property lines. WHEREAS, the DECLARANT has considered the foregoing and has determined that the 1 same will be for the best interests of the DECLARANT and subsequent owners of the Property. NOW,THEREFORE, the DECLARANT(S)do/does hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities there shall be established and perpetually maintained a non-turf buffer area throughout the seaward side/rear yard; with the condition that the retaining walls be 3' off the property line and no higher than 2.5' in height with native plantings surrounding the retaining walls on the adjacent property lines; as defined by Chapter 275 of the Town Code, as detailed on permit#10550 and as depicted on the survey prepared by Young Associates dated June 28, 2024 and stamped approved on July 19,2024. (Exhibit B) 2) These covenants shall run with the land and shall be binding on the DECLARANT(S), his/her/their heirs, assigns, purchasers, or successors in interest and may only be modified after a public hearing and upon resolution of the Trustees. IN WITNESS WHEREOF, the owner(s)has/have duly executed this instrument this 16-2day of Av , 2024. kichard Jensen 401% "1 STATE OF NEW ) COUNTY OF On the /0"µ day of y6q�', in the year 2024,before me the appeared Richard Jensen, personally known to me or proved to me on the basis of satisfactory evidence to be the induvial(s)whose name(s) is/are subscribed to the within instrument and acknowledge to me that he/she/they executed the same in his/her/their capacity, and that by his/her/their signature(s)on the instrument,the individual or the persons on behalf of which the individual(s)acted,executed the instrument 9- � Notary Public Sharonda C Brooks Notary Public New Jersey My Commission Expires 04-10-2028 No. 50208947 3 Schedule A ALL that certain plot,piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being at Arshamomaque in the Town of Southold, County of Suffolk and State of New York, known and described as Lot Number Seventy-Five (75)as shown and designated on a certain map entitled"Revised Map of Peconic Bay Estates"Map#1124,which said map was made by Otto W. Van Tuyl, engineer and surveyor of Greenport,New York and is on file in the Office of the Clerk of the County of Suffolk, State of New York. T1 7 o ............ .......... ............ �................. BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK ' I PERMIT NO. 10550 DATE: FEBRUARY 14,2024 2 ' JNSEN., ISSUED ESTATE OF RICHARD JENSEN,do RICHARD C. E JIL, i A EXECUTOR k PROPERTY ADDRESS. 4155,BAY,.SHORE-ROAD.,.GREENPORT q SCTM# 1000-53-6-21 AUTHORIZATION .44 Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution-of the Board of Trusteds adopted--afthe meeting held on July 17,2024 and in tl consideration of application fee in the sum of$1,250.00 paid by ESTATE OF RICHARD JENSEK c/q- RIC14ARD C.JENSEN,JR.,E-XECU C TOR.and:subject to the Ternis and Conditions-as stated in the Resblution, jr. the Southold s Sou old'Town Board of Trustee' authorizes and permits the following: Ire, el "I", Wetland Permit to demolis h existing dwelling.and garage(1,205sq ft.),demolish exiting landings,stairs (75sq.ft,),patio/terraces(140sq.ft.),existing asphalt driveway(339s.q.ft.),and abandon existing sanitary 2 system;construct a,FEMA compliant two-story dwelling with a 991sq.fL first floor,1,040 second floor, 4 14sq.ft.,aftic,261gq.ft.wood deck and stairs,a 21sq.ft.roof over 16sq.ft.landing,and 64sq.ft.hot tub J? flush with deck;jnstafl an I/A sanitary,system landward of dwelling surrounded by a retaining wall that -1 '19 1_95.5 linear feet[a length,varying 21-2 Winaximum in,height,placed three(3)feet off of the-property 9 .1143 lineand covered,with veneer stone and cap;add:h!80 cubic yards of fill material for T/A system;install _0111" /;^�:��` A C unit on a stand on north side of dwelling;install a-stone-blend parking area in the ftontyard for two X cars;install French drain"All on south side and French drain"B"under deck to capture drainage;and sidefrearyard;with to establish,and perpetually maintain a non-turf buffer area throughout the seaward t d height with he condition that the retaining walls be 31 off the property line and no higher than 2.51 in native'plantings surrounding the retaining walls on,the adjacent property lines;all as depicted on the. revised site plan prepared by Young-Associates,received on July 9,2024,and stamped approvicid on July 19,2024. -said'Boatd,of Trustees hereby causes its,Co e affixed, ,IN WITNESS WHEREOF;the .,rpor4te Seal to b d, and these presents to be subscribed by-a-majority of the said-,Board a5 of the day-and yvar written above. R 161,:- Z 0 V1. TERMS AND CONDITIONS The Permittee ESTATE OF RICHARD JENSEN c/o RICHARD C.JENSEN.JR.,EXECUTOR 4155 Bav Shore Road. Greennort.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 36 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. (1)UNAUMORIZFD ALTERATM-OR ADOI7ION'•TO THIS SURVEY IS-A VIOLATION OF SECTION 7209 OF THE NEW TMK STATE EDI "INDICATED HEREON SHALL RUN ONLYJO 1HE PERSON FOR NNOM THE SURVEY IS PREPARED AND ON HS BEHALF TO THE TI 1� C7� APPROVED B BOARD OF TRUSTEE TOWN- OF SOUTI�40 �tiw ►r9/ L-DAlE j�� tq �o c� h CMF- 1 � Pre, UCATION LAW.(2)DISTANCES SHOWN HEREON fROM PROPERTY LINES TO EMSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE ROT TO BE USED TO ESTABLISH PROPERTY UNES OR FOR EREOMON OF FENCES,(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SUR% TLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIONEES OF THE LENDHD MNSTITUI)CH tERMCATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INS IURONS OR SUBSEQUENT OWNERS. (S)THE LOCATION OF WELLS(W),SEPTIC TANK! HEALTH DEPARTMENT USE N TEST BY MCDONALD T� DATE:08/16/ EL=3.7 ' N DARK B W .9 E is BROWN mR :� SIL (M 6W EL=1.1 WATE BROWN N o S �"' M m (f 1 WATE m \ BRO" TO CC L 7� o ai ` ✓ SAND ubd�v's��n gay Est �� 14E'A s ,dell Map viffix 65 F y,�N� o RT C� e11` 9 0 OVSE � 91 561 09 04 W ON-q 5 SED�QG N N �ti�" 3.31' PR0?05 Arc QROpp Ry FRAM �pja� 3Z H26HEST PL�cR.0 ci Z 510 pON) 509001'57"E GROUNDWI Pit)p_ •c ..MA1.1. ��-� 1 l-tom 70' c'� .EYOWS INKED SEAL OR EMBOSSED WAL SMALL NOT BE CONSIDERED TO BE A VAUD TRITE COPV..(4)CMWr-AMON 1(ST)R CESSPOOLS(CP)SHOW HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OWADNED FROM OTHERS 400 Ostrander Avenue, Riverhead, New York IIcIOi tol. 651.7272505 fax. 651.727.0144 odmin®youngenglneering.com HOLE GEOSERVICES 2022 10:30am Howard A. Young, Land Surveyor 'Thomas 0. Wolpert, Professlonal Engineer 00� Douglas E. Adams, Professional Engineer 4M�" Daniel A. Weaver, Land Surveyor Q CLAYEY SITE DATA H) 2.6' AREA = 6,771 SQ. FT. IN * SUBDIVISION-"AMENDED MAP A PECONIC BAY ESTATES" FILED IN THE CLAYEY LT OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 19, 1933 AS FILE NO.1124. H) 5.0' * VERTICAL DATUM = NAVD(1988) ;RIN * SEE FLOOD INSURANCE RATE MAP PANEL NO.36103CO159 H LAST DATED J FINE SEPT. 25, 2009. )ARSE E * DEPTH TO GROUND WATER - 2 FT. * NUMBER OF BEDROOM EQUAVALENT -= 3 13.0' * OWTS CAPACITY REQUIRED =400 GAL * OWTS CAPACITY PROVIDED = 500 GAL E)TECTED "TEREL--11 * LEACHING REQUIRED = 300 SFSWA * I FA!_NTWA PRnVThFn = USF ALTFRNATF SYSTFM P ROPOS�SAZ�IN 1, \ ODf RE WAG pR .65 \ sQ gWcQ,6 a ` m �� \ CMF T�°QO o \ N ;438 c Lois T TH v 2 r Ab n vs ci a P �,y.::e •. s t •�, •Q• ::t g ✓ \\ 1 4.2 3.42 cl J f � t,�j + \" U1 � \ 4.19 El \ cl \ A,s N JUL - 9 2024 a:Iioid Tc in ` G -.,r�i Of TrUc lees \ CMF AA 509AN� ATUPA G D of m 3 ' l`u �10Vle 10 1;0 \�� -T G 9S. 2 pRov�°R �1 a �- 14AF �O $ Q 10'dt 4.1 3. ��• O���R � p L, .210 .L O ��`�` _� t +4:74 RpCK p . gE� 1 p p i m *7 _ o 4.05 FREN N. ' 33 3� so'" 1� �y;�AS'~ N DRAINAGE CALCULN 0' O �•M ^ mint 3 is � TpN2 pN 1 o a, NG� VOLUME REQUIRED(ROOF AREA 1) �ME �F pZ5'NRgA 575 SF x 2/12 x 1.0 a �p d>_ VOLUME PROVIDED S- 3S0o E ,*+6 O 1554Q5 1 USE FRENCH DRAIN 'A' GSA eE LNG aw 5. 2'D x 125 SF x 0.40 NtE .w, V��T° 6 RA6ti SE PQANp°N RQRpOf ���,-T6 Ode`'„ VOLUME REQUIRED(ROOF AREA 2) Eb �p ;s%01\ E5, 416 5F x 2/12 x 1.0 pR AIR QROPA� ���N p�'1' 5u P pe°00 sal f) VOLUME PROVIDED `N SCE RES -�,�1fc d rAaP tth,pub��c / USE FRENCH DRAIN W 5� Ro�oti 65 t�Amende t0,�e���n9 w / i'D x 200 SF x 0.40 N=6�' P ',N l r r �5 9 ptipN ' " NOTES ' I. THE OWT5 5HALL BE MODEL CEN-5 MANUFACTURED BY FUJIi ' 2. THE DE516N ENGINEER, FUJICLEAN U5A REPRE5ENTATIVE, A / REPRE5ENTATIVE5 5HALL OBSERVE THE IN5TALLATION OF TI- LEAOHING 5YSTEM. APPROVAL FROM ALL THREE PRIOR TO I / 5. THE 5Y5TEM 5TART UP WILL BE COMPLETED UNDER THE PIT i SUPERVISION OF A FUJICLEAN U5A REPRESENTATIVE. 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT 0 ENGINEER'S CERTIFICATION "I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL SYSTEM(S) FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER•afAtiY� bIRECTION.BASED UPON A CAREFUL AND THOROUG E. SITE AND GROUNDWATER CONDITIONS,ALL FA C I, `I68, C ` CONFORM TO THE SUFFOLK COUNTY DEPARTMEN ,�'. Ea r , CONSTRUCTION STANDARDS IN EFFECT AS OF } ATE Y� ol TIONS HOWARD W. YOUNG,N.Y.S.L.S.NO.45893n Q 14g3 THOMAS C.WOLPERT, N.Y.S.P.E.NO.61483 rS,S,�O y DOUGLAS E. ADAMS, N.Y.S.P.E.NO.80897 NAL. =96 CF 100 CF SURVEYOR'S CERTIFICATIO IV * WE HEREBY CERTIFY TO RICHARD JENS � . h�'� J E N S E N THAT THIS SURVEY WAS PREPARED ��. = 69 CF CODE OF PRACTICE FOR LAND SURVEYS ADOPTED, ASSOCIATION OF PROFE55IONAL LAND SURVEY RS. Z S}`•., a;7 G .ice, =80 CF Le HOWARD W.YOUNG,N.Y. .L.S. NO. 93 AND S GLEAN USA. � o��'' DANIEL A.WEAVER, N.Y.S.L.S.NO.50771 ND 5GDH5 IE OWT5 AND 5AGKFILL. SURVEY FOR ZEGT F,RICHARD JENSEN & KASIA JENSEN LOT 75 �onrtq cwcial� - � `� e ALF = ALUMINUM FENCE CC = CONCRETE CURB CLF = CHAIN LINK FENCE r- ' CMF = CONCRETE MONUMENT FOUND N CMS = CONCRETE MONUMENT SET o CSW = CONCRETE SIDEWALK DI = DRAINAGE INLET s EOP = EDGE OF PAVEMENT o IPF =IRON PIPE FOUND 6 o OL = ON PROPERTY LINE ' a RO = ROOF OVER oh WIF = WIRE FENCE WDF = WOOD FENCE WSF = WOOD STAKE FOUND WSS = WOOD STAKE SET CD, = UTILITY POLE FIRE HYDRANT • = END OF DIRECTION/DISTANCE i W O } m 0. Water J rl^l iv 1 M*V-NINL. c; I'"rcV Y LL/r-m MIVL rmt.,opram I T Linilium Mu=f• DC DU1 \ v�ithPablc THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (5C 1 We1V09 TO APPROVAL OF THE I/A OWTS REGISTRATION BY THE SCD� 1 �D ACCORDANCE WITH ARTICLE lq OF THE SUFFOLK COUNTY 5Ah ADJACENT AREA LOT COVERAGE ADJACENT AREA = 6,7'71 50. FT. l EXISTING I STORY FRAME HOUSE = 557 50. FT. = 12.79 ' GARAGE = 545 5O. FT. _ 5.19 �atee) LANDIN65 4 STAIRS = 75 50. FT. = 1.19 4ub1,c 1 A5PHALT DRIVEWAY = 55q 50. FT. = 1.019 1 We11+n9W`�b PATIO = 125 50. FT. = 0.69 (D TOTAL = 1,747 50. FT. = 25.591 1 PROPOSED 1 2 STORY FRAME HOUSE = q'TO 50. FT. = 14.59 WOOD DECK d 5TAIR5 = 525 50. FT. = 4.q9 ROOF OVER = 21 50. FT. = 0.59 1 LANDING = 16 50. FT. = 0.29 1 TOTAL = 1,552 50. FT. = Iq.79t ISLANp VIEW LANE "AMt±NDED MAP A PECONIC BAY ESTATES" :DH5) PRIOR 4s IN at Arshamomaque, Town of Southold ,IITARY CODE. Suffolk County, New York BUILDING PERMIT SURVEY County Tax Map District 1000 Section 53 Block 06 Lot 21 FIELD SURVEY COMPLETED SEPT.08, 2021 6 MAP PREPARED SEPT. 09, 2021 0 REVISION Record of Revisions DATE GFNFRAL AMFNDMENTS MAR.09,2022 AR DATA 5EP, 19�2022 &FNFRAI_AMENDMENTS DFC. 06 2022 GENERAL AMENDMENTS JAN. 16 2023 GENERAL AMENDMENTS JUNE 09.2023 ADD DRAINAGE AUG 29 2023 AMFNDED BUILDING PERMIT DATA OCT. 17, 2023 GENERAL AMENDMENTS OCT 27 2023 K GENERAL AMENDMENTS NOV. 17y 2023 — 10S TRUSTEES DFr_ 14. 2023 JQ5 TRUSTEES MAP 0L 2024 TOS TRUSTEES/SCDHS NOIA#2 JUN. 28,2024 20 0 10 20 40 60 JOD NO. 2021-0240 Scale: V = 20' / DWG. 2021_0240_bp7 1 OF 3 Town Hall Annex Glenn Goldsmith, President � � �� 54375 Route 25 A. Nicholas Krupski, Vice President �� �� P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly CIS Telephone (631) 765-1892 Elizabeth Peeples � ® �� Fax(631) 765-6641 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/silt curtain 1st day of construction '/2 constructed When project complete, call for compliance inspection; Glenn Goldsmith,President ®F S®Up Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski J Southold,New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples � ® a® Fax(631) 765-6641 eoum BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 23, 2024 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 RE: ESTATE OF RICHARD JENSEN, c/o RICHARD C. JENSEN, JR., EXECUTOR 4155 BAY SHORE ROAD, GREENPORT SCTIVI# 1000-53-6-21 Dear Ms. Moore: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, February 14, 2024 regarding the above matter: WHEREAS, Patricia C. Moore, Esq. on behalf of ESTATE OF RICHARD JENSEN, c/o RICHARD C. JENSEN, JR., EXECUTOR 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, application dated July 13, 2023, 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 issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on September 13, 2023, and again on December 13, 2023, and again on February 14, 2024, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, 2 WHEREAS, the proposal complies with the standards set forth in Chapter 275 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, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees APPROVE the application of ESTATE OF RICHARD JENSEN, c/o RICHARD C. JENSEN, JR., EXECUTOR to demolish existing dwelling and garage (1,205sq.ft.), demolish exiting landings, stairs (75sq.ft.), patio/terraces (140sq.ft.), existing asphalt driveway (339sq.ft.), and abandon existing sanitary system; construct a FEMA compliant two-story dwelling with a 991sq.ft. first floor, 1,040 second floor, 414sq.ft. attic, 261 sq.ft. wood deck and stairs, a 21 sq.ft. roof over 16sq.ft.landing, and 64sq.ft. hot tub flush with deck; install an I/A sanitary system landward of dwelling surrounded by a retaining wall that is 195.5 linear feet in length, varying 2'-2 Y2' maximum in height, placed three (3) feet off of the property line, and covered with veneer stone and cap; add ±180 cubic yards of fill material for I/A system; install A.C. unit on a stand on north side of dwelling; install a stone blend parking area in the front yard for two cars; install French drain "A" on south side and French drain "B" under deck to capture drainage; and to establish and perpetually maintain a non-turf buffer area throughout the seaward side/rear yard; with the condition that the retaining walls be 3' off the property line and no higher than 2.5' in height with native plantings surrounding the retaining walls on the adjacent property lines; all as depicted on the revised site plan prepared by Young Associates, received on July 9, 2024, and stamped approved on July 19, 2024. Permit to construct and complete project will expire three 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. Very 4oldsmith rs, Glen President, Board of Trustees GG/ec ''+`„ fn � J•i. .J/ 'i:o•'.°� ,,,aJr. •i, ,'Y...Y�r! .,f••• ••.S•• .rt;••1'' 1!%j` "t ♦•. •,1J1•'' *- �+J�•`�1' b��i.'S'y.' '•' \..'��,{'•"�S' T'.u:..di'z'��':'e.s:�'.'Y�.� :+�;'�n's.^'?'.2°T3tt�r:'�C{a4':'�`•".w aSz�'�s �vcr.�";+�:,T¢:rea.�:"�'.a�:'•Y�a.�?a7i.:Xr��''�2:rsr,afi vwssk'fea*s9r`�'s+�"s:a+s2ta.�'�z:'sae:;Sh"Y�`s:.�hFa�mr�.�'a7F2�a�tk"aid.-s�t,,. ;r' IV MN BOARD OF SOUTHOLD TOWN TRUSTEES t SOUTHOLD,NEW YORK PERMIT NO. 10550 DATE: FEBRUARY 14,' 2024 ISSUED TO: ESTATE OF RICHARD JENSEN, do RICHARD C. JENSEN,JR., , EXECUTOR •+ �° -1 PROPERTY ADDRESS: 4155 BAY SHORE ROAD, GREENPORT SCTM# 1000-53-6-21 ' .1� AUTHORIZATION +a , Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 17,2024,and in consideration of application fee in the sum of$1,250.00 paid by ESTATE OF RICHARD JENSEN,c/o k` RICHARD C. JENSEN,JR.,EXECUTOR 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 demolish existing dwelling and garage(1,205sq.ft.),demolish exiting landings,stairs (75sq.ft.),patio/terraces(140sq.ft.),existing asphalt driveway(339sq.ft.),and abandon existing sanitary 1, system; construct a FEN1A compliant two-story dwelling with a 991sq.ft.first floor, 1,040 second floor, 414sq.ft.attic,261sq.ft.wood deck and stairs,a 21sq.ft.roof over 16sq.ft.landing,and 64sq.ft. hot tub y•b flush with deck; install an I/A sanitary system landward of dwelling surrounded by a retaining wall that :••' is 195.5 linear feet in length,varying 2'-2'V21 maximum in height,placed three(3)feet off of the property ,.. line,and covered with veneer stone and cap; add f180 cubic yards of fill material for I/A system; install f4•� A.C.unit on a stand on north side of dwelling; install a stone blend parking area in the front yard for two � ?k cars; install French drain"A"on south side and French drain"B"under deck to capture drainage; and to establish and perpetually maintain a non-turf buffer area throughout the seaward side/rear yard;with r' the condition that the retaining walls be 3' off the property line and no higher than 2.5' in height with ~ ', r, native plantings surrounding the retaining walls on the adjacent property lines; all as depicted on the revised site plan prepared by Young Associates, received on July 9,2024,and stamped approved on July 19,2024. r ' 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 day and year written above. t, Ca o !'� ( " �s n.•x s r fi � 2Ai a• k t�aa�s nr �. AM 2�rxi�s�tra z ��r�r. ,r sana^ .ss✓ ��' 4 e Ij a• �,'..I lb .. w+ �.�'.• ,7° i4;� ln..'':d'�f{ a�'k.-Y�6 °Y1eiV 1ri•,, ? °bAba �•,{{ �� TERMS AND CONDITIONS The Permittee ESTATE OF RICHARD JENSEN c/o RICHARD C. JENSEN JR. EXECUTOR 4155 Bay Shore Road Greenport 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 36 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. (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72D9 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE'OT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES,(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR'WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION IERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)7HE LOCATION OF WELLS(W),SEPTIC TANKS(ST)W:CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. HEALTH DEPARTMENT USE 400 Ostrander Avenue, Riverhead, New York IICIOI gomlgaasoda(es tel. 631.727.2303 fax. 631.72.1.0144 odmin®youngengineering.com TEST HOLE APPROVED B \ �pter) / BYMcDONALDGEOSERVICES BOARD OF TrTUSTEE \(c DATE:08/16/2021 10:30am Howard W. Young, Land Surveyor wm\V ,/ EL=3.7 0.0' Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer \ �pw (�/ ' DARK LOAMY Danlel A. Weaver, Land Surveyor TOWN OF SOUTHOL (OL) DATE j tiJ> 1.0' ` v� �� I c�0a.� BROWN CLAYEY SITE DATA SILTY tEMtj 60041!s (MH) AREA = 6,771 SQ. FT. WATER IN *SUBDIVISION-"AMENDED MAP A PECONIC BAY ESTATES" FILED IN THE BROWN CLAYEY i SILT OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 19,1933 AS FILE NO.1124. N S (MH) \ 1 m 5.0' * VERTICAL DATUM =NAVD(1988) WATER IN BROWN FINE *SEE FLOOD INSURANCE RATE MAP PANEL NO.36103CO159 H LAST DATED SEPT. 25,2009. 7 5" ✓ ✓ y TO COARSE ►On SAND WITH ' b&I gay E \ HEAVY GRAVEL * DEPTH TO GROUND WATER = 2 FT. 1-1 p,PeQub`c�ater� �� (SW) * NUMBER OF BEDROOM EQUAVALENT =3 1\0 Owe\1(n9wTth g q5 D�Qt✓•�N0051E N WNW ` 561o09�D4"W 13.0' OWTS CAPACITY REQUIRED =400 GAL 5Ep O5E ME N �ti 3.31 OWTS CAPACITY PROVIDED =500 GAL OQO Q(?OP �RP CONS 2 HIGHEST EXPECTED 509 01 57 E GROUNDWATER EL=1.1� �� PR- RNA y c,'�ORy �M� 1�13 �_~,� o � N LEACHING REQUIRED =300 SFSWA gpNZ�M 23 gE�ROA��= `_~ ;` 16.29' C� * LEACHING PROVIDED =USE ALTERNATE SYSTEM oP✓ \\\ \\\ I OPP LRRODEoNSC PD�(\�.16N5I r\G pBC p N bASRD s F�F (.8.w5� L. ^, a ," '=215,4 0A. E ? . =_g4'- ocoN AOPOF voI& A- ??P- ySy�O R EOSS�NA 1 ZO t`? SILT 4�WIflE � IPR p�AN -pC AL bo, \ ~.w 'FENGf` ATiJR (� s wbg �.��..:., Z3y' w .t ,~.....�. `..�•�.,�..._~`X PATH •�.'"`�- ,46 3.0 ENGN o i 4.at+- - _ N z e ,Aq'E r s F AZN B -�A�� - jp--....`~ _: -- ,,1�1 O 9 m C ENGINEER'S CERTIFICATION \ m \ 3000 e _ ' pECK 5 0 1....\ w m A!_7'{�R� La 2 m goy q tiriW(� CMF N� R Z m q °• � �(�FFER �- � '- N �'70 "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL w o °\JVO. �6 35 Ln a \ p _~,� ~, = 0 SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UND R-M1Y,� E tc Lot 75 tr 10 \ 9 \ `- - O �c O DIRECTION.BASED UPON A CAREFUL AND THOROUGF� �}tE ``- \ 4.38 * E1 ECtViCE 7.0* out" \ p o 1 G Z \ . /\ 6.5 sER LP *7.0 0 o REko r` `� a --. �8�-~ -_ Z UT SITE AND GROUNDWATER CONDITIONS,ALL FACILIE`-55SI 4.47+ \ Z i'� P �° eosEb ~�"~ :`�~ 1 o r '1" CONFORM TO THE SUFFOLK COUNTY DEPARTMENTAJ�f E.!j0 CMF r 'tp O CONSTRUCTION STANDARDS IN EFFECT AS OF I ml ` �0 525 '+E / OP \' \O,bIT4.1 35' vI OVOWrGR Vim.. ~ ~.. �, 9 n7 tc��� A�1, .<..�vEtjT 5N .,-• 115� ~... •'••~....,,,,,,,. '--°-" W �► X \` �\ ' 7.0*i LP ! w -�' 2\� y',, \ _ ern Nome = f '.> '�: ?• ,� H N I *7.0 /WAS s �:. \ Q' +4.74 ROCK 1 1 r rt ! m .x, •t. ;., (T7: Jt >0 4.05 FREN u1 33 \ 1 ��' ,• h� ��H" r� _ bit. ^h 10', ton N 3 z DRAINAGE CALCULATIONS 4✓ . -o,P 6�` o o p' may,", mini 3 s HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n Q 4g � 1 \ THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 F v *b• * . _ rW` Joao' RgANCE \ VOLUME REQUIRED(ROOF AREA 1) I DOUGLAS E. ADAMS,N.Y.S.P.E.NO.80897 SS�Of�I a �, _ -"."i. RC'a :'�.,p=,:.-i i;: �N"-'" o FRAMe 0'y`✓•N 1 575 SF x 2/12 x 1.0 =96 CIF 110 GCP \` LUME PROVIDED O I ," 5 � Y+�4.. :.. 13000 A0" N 6 �5 QO Q FTC 1 USE FRENCH DRAIN'A' SURVEYORS S VEYOR S C 6 `:5 w NE l 1 2 4 = 10o CIF a ERTIFICATIO N \4. ;\ w•: '`'':.. 5 s o R p 'Dx1255Fx0. 0 Xzs�`�GCEj� *WE HEREBY CERTIFY TO RICHARD J E N S �•4�` � RAM E SERVI ONE a 3 42 �ARAG� AgANo �RPRoOF �0�76 pt�s VOLUME REQUIRED(ROOF AREA 2) JENSEN THAT THIS SURVEY WAS PREPARED I PoSEb SEA gay ESfi 416 SF x 2/12 x 1.0 =69 CIF CODE OF PRACTICE FOR LAND SURVEYS ADOPTED, ` C.. ; I I RO PO VGA\'`' SUba Oh\G VOLUME PROVIDED ASSOCIATION OF PROFESSIONAL LAND SURVEY R5. Z �� r� + \ P R 4R0 ,NAG eG erg 4.19 �JA�CE RESPtiNZ vE M°p PP Pub1\c�°� � � / USE FRENCH DRAIN 'B' ' '` ,1 \ 'is SER pENA� Cf\eC`aed a\\\ng with / 1'D x 200 5F x 0.40 - 80 CIF b 5 �. JUL g 2024 \ 6;59 PLA / NOTES \ / ' I. THE OWTS SHALL BE MODEL GEN-5 MANUFACTURED BY FUJIGLEAN USA. HOWARD W.YOUNG,N.Y. .L.S.NO. 893 1 6 8 Q3� DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 ��D ' ;.i',i1�ii� TC'v":lt \ \ - / 2. THE DESIGN ENGINEER, FUJIGLEAN USA REPRE5ENTATIVE, AND 5GDH5 of Tr,,� loes \ / \ ,/ REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWT5 AND - \ / LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BAGKFILL. SURVEY FOR CMF moo\ /� � 3. THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT\ RICHARD JENSEN & KASIA JENSEN SUPERVISION OF A FUJIGLEAN USA REPRESENTATIVE. LEGEND / \ 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE LOT 75 \ \ MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE 5U5MITTED TO "AMENDED MAP A PECONIC BAY ESTATES" gon',a w\\hQub\`cWoter, THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (5GDH5) PRIOR ALF =ALUMINUM FENCE \ we\\\qg TO APPROVAL OF THE I/A OWTS REGISTRATION BY THE 5GDH5 IN at Arshamomaque, Town of Southold CC =CONCRETE CURB \ �� ACCORDANCE WITH ARTICLE Iq OF THE SUFFOLK COUNTY SANITARY GODS. Stiff folk County, New York CLF =CHAIN LINK FENCE ,- \ \ CMF =CONCRETE MONUMENT FOUND CM5 =CONCRETE MONUMENT SET \ BUILDING PERMIT SURVEY CSW =CONCRETE SIDEWALK \ \ , / ADJACENT AREA LOT GOYERAGE DI = DRAINAGE INLET s \ / ADJACENT AREA = 6,771 So. FT. EOP =EDGE OF PAVEMENT \ / EXISTING County Tax Map District 1000 Section 53 Block 06 Lot 21 o IPF =IRON PIPE FOUND o OL =ON PROPERTY LINE D\ / I STORY FRAME HOUSE = 857 SQ. FT. = 12.-I% FIELD SURVEY COMPLETED SEPT.08,2021 a RO =ROOF OVER GARAGE = 548 50. FT, = 5.1% MAP PREPARED SEPT.09,2021 WIF =WIRE FENCE °✓ \\ ater LANDINC75 4 STAIRS = -75 50. FT. = 1.1% WDF =WOOD FENCE \ w Pub\`c�N ASPHALT DRIVE REVISION WAY = 33q 50. FT. = I.q% Record of Revisions DATE WSF =WOOD STAKE FOUND \ e\\\ng 7th PATIO = 125 SO. FT, = 0.6% � w GENERAL AMENDMENTS MAR ng inn W5S =WOOD STAKE SET TOTAL = I,-T47 50. FT. = 25.8% BP DATA S P 19,2022 =UTILITY POLE 0 2022 GENERAL AMENDMENTS JAN.16,2023 "Cr = FIRE HYDRANT \ PROPOSED GENERAL AMENDMENTS JUNE 09,2023 =END OF DIRECTION/DISTANCE i \ 2 STORY FRAME HOUSE = 170 SO. FT, = 14.396 \/ WOOD DECK 4 STAIRS = 525 50. FT. = 4.q% ADD DRAINAGE AUG. 29 -n23 AMENDED BUILDING PERMIT DATA OCT 17 2023 ROOF OVER = 21 50, FT. = 0.5% GENERAL AMENDMENTS OCT.27,2023 _ _ \ LANDING = 16 50. FT. = 0.2% GENERAL AMENDMENTS NOV.17 2023 TOS TRUSTEES DFC_14 2023 o TOTAL = 1,332 50. FT. = Iq."i% TOS TRUSTEES MAR,01,2024 m _ - TOS TRUSTEES/SCDH5 NOIA#2 JUN. 28,2024 20 0 10 20 40 60 ISLAND VIEW a = LANE JOB N0. 2021-0240 Scale: 1" 20' DWG. 2021-0240_bp7 1 OF 3 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72D9 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARENOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR N410M THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LJSTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (S)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FlEID OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11901 SWEET AIR VENT GAP MFG BY TUF-TITS tel. 631.727.2303 fax. 631,727.0144 (3' MIN FROM ANY DOOR OR WINDOW) admin®youngenglneering.com GONERS MFG BY TUF-TITS (TYP) HYDRAULIC PROM LE 40"V(t01-cl% SCALE: NTS TRAFFIC I G TRAFFIC I G Ho BEARING SLAB BEARING SLAB ward W. Young, Land Surveyor z Thomas G. Wolpert, Professlonal Engineer 2 STORY 6' LOCKING Douglas E. Adams, Professional Engineer FRAME HOUSE 4" PVG PIPE CASTINGS TO 5' LOCKING 7 7'5 (3 BEDROOMS) .5 2.00% MIN. GA5TING TO 4" PVC PIPE GR0550VER PIPES GRADE 4" PVC PIPE Danlel A. Weaver, Land Surveyor FFEL=8 RIM=7.5 1.00% MIN. GRADE @ 1.00% MIN. (FOUR TOTAL EL='I.O RIM=7.2 EL=-I.O El M TN EL=6.5 HEALTH DEPARTMENT USE PROVIDE GLEAN POURED GONG. COVER OUT AT FAGS OF TCONCRETE 0 TRAFFIC WATER PROOF s�aA.>�riAT� BUILDING AIRLINE-� INVERT BEARING SLAB RETAINING WALL IE=5.28 _5" VENT IE=4.Q4 IE=4.84 I-,O N O BW EL=4.5 HOLE IE=4.aq IE=5.16 BO ET=3.10 ao 4.0' SEE DETAIL FOR _ Z OWT5 COMPONENTS 4' DIA. CONCRETE MANHOLE gV N CONNECT 3" PVC VENT LINE TO VENT HOLE IN OW5T BOT=0.78 HIGHEST EXPECTED GW EL=1.1 VAULT 10' DIA x 4' DEEP PRECAST SANITARY LEACHING POOL 500 GAL. I/A OWTS CONCRETE SOLID RING TOTAL OF (5) POOLS b"X6"X6' LONG MDL. GEN-5 MFG. BY FUJIGLEAN USA ALTERNATE SYSTEM CONCRETE BEAM (TYP. OF 2) VAULT I O' DIA x 4' DEEP PR BUOY TRAFFIC ANCY CALCULATIONS CONCRETEAST A OWT5 BEARING SLAB SOLID RING [FIN. GRADE ONE (1) OWT5 MDL# GEN-5 MFG. BY FUJI GLEAN USA WEIGHS 463 LBS., REPRESENTING THE DOWNWARD FORGE FOR THE STRUCTURE. -- - THE PROPOSED STRUCTURE WILL BE PARTIALLY SUBMERGED TO A DEPTH OF 0.32' (1.10 MINUS 015). RESISTANT I STRAPIN(5 1` THE VOLUME OF GROUNDWATER DISPLACED BY THE STRUCTURE V = AREA x 5UBMERGED (TYP. OF 2) J U L - Q 2024 1,x DEPTH (7.57)(3.67)(0.32) = 6.11 CF. , THE WEIGHT OF THE WATER DISPLACED BY THE PARTIALLY 5UBMERGED STRUCTURE W = METER S.ci OF x 62.4 LB5. PER OF = 555 LBS. INCOMING SERVICE PECTED APPLYING A SAFETY FACTOR OF 1.5, THE UPWARD FORGE (BUOYANCY) EXERTED ON THE EPDXYY7yH16-HEST W EL=1.1 PARTIALLY SUBMERGED STRUCTURE 15 555 x 1.5 = 555 LB5. COATEDDEDICATED ANCHOR15 AMP BREAKER THE DOWNWARD FORGE OF 463 LBS. 15 LESS THAN THE UPWARD FORGE (INCLUDING EYE BOLT LONG SAFETY FACTOR OF 1.5) OF 555 L55. AND, THEREFORE, AN ADDITIONAL 275 L55. OF (TYP. OF 4) CONCRETE BEAMS 120V AG, 10, bOHZ, 15 AMP POWER SUPPLY ENGINEER'S CERTIFICATION DOWNWARD FORGE IS NEEDED. #12-2 AWG WITH GNP IN I PVG CONDUIT END VIEW DETAIL MAIN I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL USE (2) b"xb"xb' LONG CONCRETE BEAMS = 3.0 GF SERVICE SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY SCALE: NTS PANEL DIRECTION.BASED UPON A CAREFUL AND THOROUGH ST .SOIL, a THE ADDITIONAL DOWNWARD FORGE PROVIDED = 5.0 GF x 150 L55./CF = 450 L55. ELEG. CONDUIT OWT5 WIRIN6 PER MFG. SITE AND GROUNDWATER CONDITIONS,ALL FACILI 3t� ftFO�� N CONFORM TO THE SUFFOLK COUNTY DEPARTMENTERT/I 5� -1/2' VENTILATION PIPE CIIAMBER Volume(gal) HARDWIRE O CONSTRUCTION STANDARDS IN EFFECT AS OF TE. " O s B SCUM BAFFLE � Q1 Sedimentation Chamber 277 _� � -)' �.'� ,0 -7- g -104 Anaerobic Filtration Chamber 278 '-10 '-7 4 Q Aerobic Contact Filtration Chamber 127 _ z .! { N ECIRCULATION (4) Storage Chamber 63 _ , /J i.♦ _ zw� AIR LIFT PUMP Disinfection Chamber 4 /�� L• dj� �� k" }- C © GROUND 5 RHOMBUS MAGIOOR FUJIGLEAN 6 v i Q DISINFECTION Total Volume 749 CONTROL AIR BLOWER AERATOR HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n '4 6�4E33 �\ CYLINDER (OPTIONAL) PANEL THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 �O a' INLET PIP ' OUTLET PIPE SPECIFICATIONS DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 SSION0- A n A Anaerobic Media PP/PE Filling Rate 1 32% ELECTRICAL ONE-LINE DIAGRAM 4'-04" 1 0 x I © Board Type Aerobic Media PVC/PP/PE Filling Rate 16% Aerobic Media PP/PE Filling Rate 1 57% Blower 2.8 cfm SURVEY FOR AIR LIFT PUMP an O '-EFFLUENT Tank FRP O FT INLET BAFFL Piping PVC/PP/PE RICHARD JENSEN & KASIA JENSEN �- Q CD6 Access Covers Plastic/Cast Iron NOTE: ALL CONDUITS BETWEEN PANEL AND Disinfectant(Optional) Chlorine Tablets TREATMENT TANK MUST BE SEALED TO PREVENT LOT 75 RECIRCULATION PIPE LOW BAFFLE 1/2' AIR INTAKE GAS LEAKAGE INTO PANEL. "AMENDED MAP A PECONIC BAY ESTATES"FLOW OPENING (TYP, (CLEANING ❑PENING) B FOR WIFI COMMUNICATION DEVICE; at Arshamomaque, Town of Southold E PLAN VIEW USE ALARM/CONTROL PANEL MDL#1045040 a' MANHOLE CONTROLLER G MFG BY SJE RHOMBUS Suffolk County, New York n 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP ISINFECTION v CYLINDER (OPTIONAL) ALARM/CONTROL N LOW OPENING PANEL MDL#1041�172 F77 BUILDING PERMIT SURVEY 06 N CONTROLLER "A" 1'-2" OARD TYPE MFG BY SJE RHOMBUS CONTACT MEDIA County Tax Map District 1000 Section 53 Block O6 Lot 21 - HWL�t VL �- CONTROL PANEL MOUNTED N 4"x4" PRESSURE FIELD SURVEY COMPLETED SEPT.08,2021 S TREATED WOOD POSTS MAP PREPARED SEPT.09,2021 a Record of Revisions INSULATED REVISION DATE 5'-5' Q Q 5'-5' ECIRCULATION Z ASSEMBLY 7� k& WEATHER GENERAL AMENDMENTS MAR,09 2022 RE515TANT ® BLOWER SP DATA SEP,19 2022 4'-4 6 2022 4_3 a'-2 " "' ENGL05URE GENERAL AMENDMENTS JAN.GENERAL AMENDMENTS 016,2023 Q 3 I FIN. GRADE GENERAL AMENDMENTS JUNE 09 2023 © AMENDED BUILDING PERMIT DATA OCT.17.2023 EROBIC MEDIA GENERAL AMENDMENTS OCT,27 2023 ELECTRIC SUPPLY GENERAL AMENDMENTS NOV.17,2023 TO BLOWER TOS TRUSTEES DEC.14 2023 w ERATION ASSEMBLY \TO FUJIGLEAN TOS TRUSTEES _ __ MAR.01 2024 OWT5 SPLICE BOX TOS TRUSTEES/SCDHS NOIA#2 JUN.28,2024 SECTION A-A VIEW SECTION B-B VIEW AIR LINE TO LEGTRIGAL SUPPLY FUJIGLEAN OWTS Scale: NTS CONTROL PANEL 4 BLOWER JOB NO.2021-0240 I/A OWT5 MDL. GEN-5 MFG. BY I=UJIGLEAN U5A SCALE: NTS DWG. 2021_0240_bp7 2 OF 3 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONgDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS \ 400 Ostrander Avenue, Riverhead, New York 114ol \ (fl tel. 651.727.2505 fax. 651.727.0144 \ �A es = admin®youngengineering.com a e \ 5u A pe 'Neer) � o N (� 411 STONE BLEND \ ded Mop Public „AT�`e" tDWelvk,(\g th TW A5 OG OF uSE E goRi 6 , 561 09 04 W Howard W. Young, Land Surveyor gW. SE)� WE NEIGH NJA0 3.31' Thomas G. Wolpert, Professional Engineer \ PROPOS A1S PRO?0 , FRAM CoNCRE�13,�k 4 o P o o Douglas E. Adams, Professional Engineer Ry 2 5�pR00N` 1 509-01-571IE (!1 Daniel A. Weaver, Land surveyor AIR SA 5�M \ POSEDNZNG 54 oCOFEMTG FED �� - 321..: �1, % -,. j. j>•: PROOF R P W P A ANICAR°ONE SP`� �"...`"...,•...- \ i 0`nD�N A5�NSsiAN°AR (`s w STET 4 GVflE-.. PR pt`1 cam' bo \ - w \-ro" STABILIZED SOIL BASE \ Pl- :> �bij �. .. 2351 GN w \ 43( PATH 'w O 0 6 'Ab aE 3.0 A FREN•P; . , ,\ ��y NQ O v G " \ 3000'a(O w DRPS DECK 5' ` G- ©�/� T�-� CMF N� ,,--' , , R 2. m q � `, �-.� � � Z Z STONE BLEND PAVEMENT SECTION o i 3. >>�' ooF ;�NDE ;�o UFF '` �' m NT5 s a s I R 1 Ln __cam �. Z 0 3.6 I`. w \ �� .1 - }FFLS ` min v' 1 � Tw 1 p r 4.38 �.. t* E\,ec�C Lot 75 * 35 _�.... \`t t S NOVS VEp g� \\ p o _ O Z 6.5 SER�I 7 0 V? 7.0 \ o \ o i \. 0' _ _ -4 �y 4.47 \ i� �p0 o f:. REM 5ED LA\ \ � �., r Y + m l P P PROPOOOR \ t > w ....•.' "CMF n•> Oro > o �0 525 FE DP t�b1T4.1 s5' �/�`• ouo�ER `�--y' y - .. " `` �,r.. DpC) \ C5\ 3.>S$;�� V AG` VENT 5N < .,. 1�5� - - -, N-A-A (j1 P `� 7.0*f LP 210' \ o �_ b= v va —v P 'CID +4.74 3E O I 2 O FE *7.0 ,7 Qvj C5 4 Y 4.05, �N�l�"' �..._. 3(4 ROCK t \ 3 h J/TH Q ^. 1 o ;o' jti; • min 3 DRAINAGE CALCULATIONS '*GC �to �o A. E i TO E N R©pCiSb' p:.` ._ :':" FRAME S�O D VOLUME REQUIRED(ROOF AREA 1) C Z :.".y ,sg _, o O,A0 CID NousE UZMti 5a F C� 575 SF x 2/12 x 1.0 =96 CF ell?_..:" w� 3 0 NE ,b 0 t55a0 VOLUME PROVIDED Q \4 = =, v+ 5 �A�R VJ=S USE FRENCHDRAIN'A' NG j BE N LNG 6 2'D x 125 5Fx0.40 = 100 CF ---- 4.2 �r F \ GARAGE SE AaAN°0 PROOF °��(j esu T 3.42 P05ED 5ED W PR balvlS "� gpy Es�pt VOLUME REQUIRED(ROOF AREA 2) )a i l'. A %o _,..,_..__� +4.1s \ PR0 �R PROPNZ1�16 W 5� A pec°"�c Wp�er� 416 SF x 2/12 x 1.0 =69 CF I GE VIE P�Vti aed M°p WTthPublic / VOLUME PROVIDED i 4 I ` ! \ \ IA Ls -LIDS'At' a me" Welling , / � USE FRENCH DRAIN'B' JUL - 9 202� PRO N•5•N1G5 A �° , , / ' 1'D x 200 SF x 0.40 =80 CF 20 0 10 20 40 60 Scale: P = 20' ENGINEER'S CERTIFICATION 2" TO 5" 5TONE gmnw0. aAl� "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL n I VARIES XISTING GRADE SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY EXISTING GRADE DIRECTION.BASED UPON A CAREFUL AND THOROUGH S SQIL, EL=4.0 o _� _� SITE AND GROUNDWATER CONDITIONS,ALL FACILI 56Q, CONFORM TO THE SUFFOLK COUNTY DEPARTMENTR SRO CONSTRUCTION STANDARDS IN EFFECT AS OF Q Cq FILTER FABRIC . k -O o HIGHEST EXPECTED WOVEN WIRE FENCE GW EL=I.51, I FILTER CLOTH FRENCH DRAIN HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n '4 6748 NT5 THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 _ f DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 0 � O UNDISTURBED " DISTURBED AREA FLOW AREA SURVEY FOR SECTION FIN.GRADE RICHARD JENSEN & KASIA JENSEN — WOVEN WIRE FENCE LOT 75 "AMENDED MAP A PECONIC BAY ESTATES" 5.00 at Arshamomaque, Town of Southold FINISHED SURFACE OF RETAINING WALLS _ Suffolk County New York MAY BE CONCRETE FORMLINER PATTERN OR MASONRY VENEER. T FILTER CLOTH CONCRETE TO BE 4,000 PSI AIR ENTRAINED BUILDING PERMIT SURVEY 06 REINFORCING:#3 12"O.C. E.W. t FIN.&RAVE `9 County Tax Map District 1000 Section 53 Block 06 Lot 21 ". �� � R " \�M �/� 77 77777 iTj�/\���.�j,\��\� � ��j\�j/ FIELD SURVEY COMPLETED SEPT.08,2021 D. '; i��j�.(�j✓j�•(T �•(/;/T��/�i MAP PREPARED OCT.27,2023 WATERPROOFING / ELEVATION z Record of Revisions REVISION DATE GENERAL AMENDMENTS NOV.17^2023 SILT FENCE ( T05 TRUSTEES DEC,14�2023 itl TOS TRUSTEES MAR.01 2024 NT5 TOS TRUSTEES/SCDHS NOIA#2 JUN. 28,2024 wm 2'-5" 14" �— r m WATERPROOF RETAINING WALL Scale: As Shown a NT5 JOB NO. 2021-0240 DWG. 2021_0240-bp7 3 OF 3 SOU HOLD T.- . . - .. TRUS. TEES No. josso EsYa►Tt. e4 R:e�c-e 5e+�stn � / ly Issued To ia �c%%•ra C. 'St ftstn sr . Dade Address. `� � 55 �y S1�o�e Rc�� Gret�pa�7r .THIS. NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE,TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 TEL.: 765-1892 �,1�S,aFFO(,(co Glenn Goldsmith, President Town Trustees A Nicholas Krupski, Vice-President y z 54375 Route 25 Eric Sepenoski o P.O. Box 1179 Liz Gillooly AN ao� Southold, NY 11971 Elizabeth Peeples of ' ' Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: ESTATE OF RICHARD JENSEN c/o PATRICIA MOORE, ESQ. Please be advised that your application dated July 13, 2023 has been reviewed by this Board at the regular meeting of February 14, 2024 and,your application has been approved pending the completion of the following items checked off below. xx Revised Plans for proposed project— SILT FENCE Inspection Fee ($50.00) 1st Day of Construction ($50.00) %Constructed ($50.00) x Final Inspection Fee ($50.00) - Dock Fees ($3.00 per sq. ft.) 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 asset forth in Chapter 275 of the Southold Town Code. You will receive your permit upon completion of the above. TOTAL FEES DUE: $50.00 BY: Glenn Goldsmith, President Board of Trustees C�,u✓c�e. � l�-8 AW OO FFICEOF PA RICIA C. M(J+ OR 51020 MAIN ROAD SOUTHOLD NY 11971 631.765.4330 EAL - 9 24 TOO. Trustees PATRICIA C.MOORE(BY:_K ) U 1Ec ' Jensen ATE July 8, 2024 CC COMMENT: Enclosed please find 3 original signed and sealed prints with the sanitary . retaining walls 3' from the property line. .:u��;:,:.�.:m M•.a,,-�.d�,:.:�,e:�:�d�;�A M��..,..m,°..°.,.,..�.�wo..A. M�..�..,.,.�..�..�,....,,..,..�....A�.....�.,_..,.a....... �.�,�,�..�s.�.,�_r...,,�.�,...,�,e. HEALTH DEPARTMENT USE N \ TEST HOLE DARK ROD AOA W g tag 10, £t. \\ \ MOWN snvr \ \ 1 Sw amn 26' CJAF WATER IN \ MOWN MYtY WATSk IN MOWNFDW "AND W[ \\ 5p NSA AQ`io"sweet \ "� s re c \\ a OF c F>as g£y` 561-09-04-W p `\ / ^ ph g PQ� ySAMEN� r+ vl Z \Y 3.31' Nlc+�STE)Vtcrm ia.o S �000 w" " _509°Ol'5 rE Ma NowATa ti u 0. 'gAN BE Ut %� 16.29' � �/ly \ Sqs�<o I IFfE�'�a5 3� `Y OAS 47 \ WA S*,46 SAE a FPE p• T i V, \ \ 044 \\cAF I N73� ; i ��\ \�,o ,UppEa x BbFF \ Zq as o Lot 75� __ ovEA.. �S look \ ex 6.5 E>€ ,nce 7. \3 .7.0 4.17 FPOF0O + <°oot` 7.0*41 V? �w ..rio � \p r4.i4\ .� 7.0 '£ FE oe' aEt �s 13334 \�td'� w• Io' \yam' 1 DRAINAGE CALCULATIONS N v t m s oN � \ VOLUME REQUIRED(ROOF AREA 1) p - - 55W \ 575 SF x 2/12 x 1.0 =%LF \ O V. OF°F() 11 VOLUME PROVIDED \\ �g°W� 65 �'�y� USE FRENCH DRAIN'A' sue`^ \.W,So � ' , 2'o x 125 5F x 0.40 =too CF Fa' sv ° Opf �b VOLUME REQUIRED(ROOF AREA 2) \ I 4 aas Oho DWAv� �o\Vys\o�' Est°tF� ue SF x z/u x 1.0 =69cF + i J \ I ppOF�Rp'� V!N"1' Sob P�CodRO ��r) VOLUME/ROVIDED (�i 2 �`.79 a \ l Yt^SCE ( Mpp�` \1c'N ', / USE FRENCH DRAIN W I IV_ ILr`�j I B t \ £ 5ER d wctH 1'D x 2W SF x 0./0 =90 CF a m�ndt \\;t9 NOTES I.THE Ot'YT5 SHALL BE MODEL GEN-5 MAI WAC•TURED BY FUJIGLEAN V5A. JUL — Q �4 \ ,� 2.THE DESIGN ENGINEER C,FUJIGLEAN USA REPRE5ENTATWE,AND SDH5 Southold Town i Board of Trustees 04 Glenn Goldsmith,President COGy Town Hall Annex A.Nicholas Krupski,Vice President < 54375 Route 25 CO Eric Sepenoski ,? P.O.Box 1179 Liz Gillooly o41- ,� Southold,NY 11971 Elizabeth Peeples Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 2 -7124 Completed in field by: G, Go�a1Sr►i�r�, AS PER REVISED PROJECT DESCRIPTION AND PLANS RECEIVED 1/12124 Patricia Moore, Esq. on behalf of ESTATE OF RICHARD JENSEN, c/o RICHARD C. JENSEN, JR., EXECUTOR requests a Wetland Permit to demolish existing dwelling and garage (1,205sq.ft.), demolish exiting landings, stairs (75sq.ft.), patio/terraces (140sq.ft.), existing.asphalt driveway (339sq.ft.), and abandon existing sanitary system; construct a FEMA compliant two-story dwelling with a 991sq.ft. first floor, 1,040 second floor, 414sq.ft. attic, 261 sq.ft. wood deck and stairs, a 21 sq.ft. roof over 16sq.ft.landing, and 64sq.ft. hot tub flush with deck; install an I/A sanitary system landward of dwelling surrounded by a retaining wall that is 195.5 linear feet in length, varying 2'-2 '/' maximum in height, placed two (2) feet off of the property line, and covered with veneer stone and cap; add ±180 cubic yards of fill material for I/A system; install A.C. unit on a stand on north side of dwelling; install a stone blend parking area in the front yard for two cars; install French drain "A" on south side and French drain "B" under deck to capture drainage; and to establish and perpetually maintain a non-turf buffer area throughout the seaward side/rear yard. Located: 4155 Bay Shore Road, Greenport. SCTM# 1000-53-6-21 Ty of ✓of area to be impacted: / Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: ✓Chapt. 275 Chapt. 111 other Type of Application: ✓ Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: �„l,�1 c�.�:�..i chew c��a�s a� .,✓r�c� SAS S�a'� Present Were: G. GgIdsmith `/N. KYE. ski .� E. Sepenoski ✓ L. Gillooly Peeples Glenn Goldsmith President ``��gOFFU(,�cOG Town Hall Annex " ` A.Nicholas Krupski,Vice President .-,'�� �< 54375 Route 25 0 Eric S6penoski C* ,? P.O.Box 1179 Liz Gillooly �y • o�� Southold,NY 11971 Elizabeth Peeples � Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 1 Completed in field by: L. C i 1)66 AS PER REVISED PROJECT DESCRIPTION AND PLANS RECEIVED 11/22/2023 Patricia Moore, Esq. on behalf of ESTATE OF RICHARD JENSEN, c/o RICHARD C. JENSEN, JR., EXECUTOR requests a Wetland Permit to demolish existing dwelling and garage (1,205sq.ft.), demolish exiting landings, stairs (75sq.ft.), patio/terraces (140sq.ft.), existing asphalt driveway (339sq.ft.), and abandon existing sanitary system; construct a FEMA compliant two-story dwelling with a 991 sq.ft. first floor, 1,040 second floor, 414sq.ft. attic, 261 sq.ft. wood deck and stairs, a 21 sq.ft. roof over 16sq.ft.landing, and 64sq.ft. hot tub flush with deck; install an I/A sanitary system landward of dwelling with a 195.5 linear feet in length and varying 2'-2 Y2' maximum in,height retaining wall around sanitary covered with veneer stone and cap; add ±180 cubic yards of fill material for I/A system; install A.C. unit on a stand on north side of dwelling; install a stone blend parking area in the front yard for two cars; install French-drain "A" on south side and French drain "B" under deck to capture drainage; and to establish and perpetually maintain a non-turf buffer area throughout the seaward side/rear yard. Located: 4155 Bay Shore Road, Greenport. SCTM# 1000-53-6-21 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: E-P »z°L4-) AZLO V I C4 0f Ct+ ,l°Yu SiL ,OeM i Present Were: X G. Goldsmith X N. Krupski E. Sepenoski L. Gillooly x E. Peeples j J Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Tuesday, February 6, 2024 10:32 AM To: 'Patricia C. Moore'; 'Betsy Perkins'; Xylee DeFrese' Subject: Jensen; SCTM# 1000-53-6-21 application Good Morning, In reviewing the revised Young&Young Associates plans that were submitted on January 12, 2024, please be advised that if those plans are approved in February the office will need two original stamped sets of plans in order to issue the permit. The one submitted is a photocopy that is not to scale nor is it stamped. Administrative Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.gov 1 PATRICIA C. MOORSIn Attorney at Law 51020 Main RoadSouthold, New York 11971Tel: (631) 765-4330Fax: (631) 765-4643 ?- January 12, 2023 Board of Trustees Town of Southold PO Box 1179 Southold NY 11971 hand delivered. RE: Wetland Permit application 4155 Bay Shore Road, Greenport 1000-53-6-21 Dear President Goldsmith and Board: In response to the Board's comments regarding the proposed IA sanitary system design and sanitary retaining walls we have asked Young Engineering to provide the attached letter. During the public hearing the Board expressed objections to the location of the required 2.5-foot sanitary retaining walls on the property line. In response to the Board's objections Young Engineering submitted to the Suffolk County Health Department the attached sanitary plans which placed the 2.5' retaining walls two feet off the property line. Also enclosed is a copy of the Suffolk County Health Department rejection of this plan and directing the owner to apply for a variance from the Suffolk County Health Department regulations. I have also attached the revise site plan without the hot tub. We hope that you can approve the plan, without the hot tub, without requiring the applicant to apply for a Health Department variance. We can discuss this application at the January hearing. Very truly yours, Patricia C. Moore Cc: Richard Jensen encls. YOUNG ASSOCIATES 631-727-2303 400 Ostrander Avenue,Riverhead,New York 11901 admin@youngengineering.com HOWARD W. YOUNG,Land Surveyor THOMAS C. WOLPERT,Professional Engineer DOUGLAS ADAMS,Professional Engineer&Geologist E DANIEL A. WEAVER,Land Surveyor JAN 12 2024 January 12,2024 I Southold Town of Trustees Town of Southold Board of Trustees Town Hall Annex 54375 Main Road P.O. Box 1179 Southold,New York 11971-0959 Re: Richard Jensen &Kasia Jensen at Arshamomaque Town of Southold,New York (SCTM: 1000-53-6-21) Sanitary System Design Dear Members of the Board: We have designed the proposed sanitary system for the above referenced property, and offer the following comments regarding the type of system shown on our Building Permit Survey, last dated December 14, 2023. Based on several factors, including Suffolk County Department of Health Services required setbacks,required separation to groundwater, available area, and soil conditions,the proposed sanitary system is the smallest footprint and configuration available, and approvable,by the Department. The UA structure depicted is the smallest unit currently deemed acceptable in their program. The `Alternative' leaching portion of the system is the only configuration that allows for no separation between leaching structures, and only 2' of separation to groundwater, as opposed to 3' separation for all other leaching structures and trench systems permitted in the Standards. This provides the benefit of both maintaining the smallest footprint, and requiring the shortest wall, averaging less than 3' in height. Where trench-type leaching structures allow for being closer to the surface,the present soil condition requires a total linear foot of trenches that far exceeds the available area within the property. Planning Engineering Land Surveying To summarize, it is our opinion that the system shown is the only system approvable by the SCDHS,without the request for separation variances. The referenced plan was recently amended from an approvable configuration, to one that indicates slightly less-than-permitted horizontal separation distances, and was submitted to the Department for consideration. They have since requested the applicant apply for variances for those shortcomings. Please feel free to reach out to us if you have any questions, or need further clarification. Respectfully submitted, Dougl s A ams,PE, G1 /dea cc: client, atty, file Planning Engineering Land Surveying ` COUNTY OF SUFFOLK && )l EDWARD P. ROMAINE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD,MPH Commissioner YOUNG & YOUNG January 11, 2024 400 OSTRANDER AVE. Notice#: 1 RIVERHEAD, NY 11901 4155 BAYSHORE RD Tax Map: 1000053000600021000 Record ID: R-22-2133 Notice of Incomplete Application YOUNG &YOUNG, This office has reviewed your application for the above referenced project. The following will be required prior to any further processing of the application for approval to construct: Submit DEC and town wetlands permits Submit revised plans: -Leaching pools shown less than 10 feet to retaining wall. 10 feet required. -Leaching pools shown less than 8 feet to Fuji unit and manhole. 8 feet required. If setbacks cannot be met. Apply for a variance. -Show Suffolk County approved detail for traffic bearing Fuji holding tank. Show full diameter of traffic bearing structure on site plan. If structure is under driveway, apply for a minor variance. To avoid delays in the processing/approval of your application, paperwork and documents should be submitted using the online portal. Electronic submission will ensure priority processing. Please note that alterations of surveys/plans must be made by a licensed design professional or surveyor and be properly certified. Photocopies of documents and penciled in corrections are not acceptable. Please do not hesitate to call (631) 852- 5700 with any questions. Regards, Christopher Monahan Public Health Sanitarian CC: RICHARD JENSEN ® DIVISION OF ENVIRONMENTAL QUALITY-OFFICE OF WASTEWATER MANAGEMENT 360 Yaphank Avenue,Suite 2C,Yaphank,NY 11980 PublecHeAth (631)852-5700 1 Fax(631)852-5755 Page 1 of 1 Cantrell, Elizabeth From: Patricia C. Moore <pcmoore@mooreattys.com> Sent: Wednesday,January 17, 2024 4:00 PM To: Cantrell, Elizabeth Cc: Betsy Perkins; Kylee DeFrese; Goldsmith, Glenn Subject: Re:Jensen OK- the purpose of the request to review and discuss this file at the public hearing is because we need the Trustees to give us direction. Young Engineering has explained the situation in their letter...To design a sanitary system with the 2.5 retaining walls 2' off of the property line will require the owner to apply to the Health Department for a variance from the HD regulations. It seems to me that a discussion on the record is what the Trustees prefer rather than at a work session... The plan I submitted removed the hot tub...no other change was made to the site plan(that is what we were asked to submit) The choice we asked the Trustees to make is 1. force us to go to the HD for a variance to move the retaining walls away from the property line OR 2. approve the plan with a compliant sanitary system and no hot tub. Pat Patricia C. Moore, Esq. PLEASE BE SURE TO COPY-- Y ASSISTANTS] betsyCir mooreattvs.com,and kyleena mooreattvs.com --------------------------- Mailing & Physical Address: Moore Law Offices 51020 Main Road William D. Moore, Esq. Southold NY 11971 631.765.4663 Fax Number: Patricia C. Moore, Esq. 631.765.4643 631.765.4330 www.mooreattVs.com On Wed, Jan 17, 2024 at 3:29 PM Cantrell, Elizabeth<elizabethc@town.southold.ny.us>wrote: Pat, After speaking with Glenn Goldsmith regarding your request to add the Jensen application to tonight's public hearing agenda, this application will not be added. As per Town Code Ch. 275-8C—All paperwork relative to an application shall be submitted at least seven days before the scheduled hearing. The submittal of additional paperwork after this time may result in delays in processing of the application. Unless this office hears otherwise via written request,this application will be re-opened during the February 14, 2023 public hearings. i c&za 1 Administrative Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.go_v 2 Iimur�i�d w�i.�'au,nav�io�i�[vmo,rim nno�i iK v�mc�n��um a�.s�r to i a mei[moun'm.nm,��un i mwc�iw'�im�a m��;i a wsn�vru'w�ii.miia�ia m au`�isw��"murts a:m oacnn1 n,vm.ID caa a'mms m.n uw xm aunc wo sx�aR w®su w nbv�2u wu rm a •vwc wz cac(q m+mu� ,oam„1 ennmron a:,.swFw.a.,.:n I.i,�,�,a•>•.,�ro:�..,�Im.�:1��..,�,.,c wor�,wn°:,o w,wo®,.��m»tss HEALTH DEPARTMENT USE 400 Ostrander Aveme,RWerilead,Nert York 114OI tel.651.1772305 fax.631.-727.0144 admin®youngengineertng.com \ TEST HOLE ouq 0_406000, t ecl BY A'.DO'A'A GE05ERWCB Howard W.Yo Land Surve or DATE:Oa/16/20M 10-mm Thomas 0.Wolpert,Profo atonal Engineer EL-3.7 oo' lOwe\\\1g/ I Douglas E.Ad Professional S�glreer L DARKBROWN Daniel A.A.Weaver,Land Surveyor nAM ig Is 1 W E cal 5• 10• o \ y SITE DATA YSIL� s\ \ 1 I� AREA=6,7715Q.FT. y� sw 0:u 2.6• iR WATER3`'` "SUBDIVISION-'AMENDED MAP A PECONIC BAY ESTATES'FILED IN THE \ I \ BRO SILCLAYEY T OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 19,1933 AS FILE NO.1124. \ N s (MR) yn 51)• 'VERTICAL DATUM =NAVD(1988) \ ` ?� 'SEE FLOOD INSURANCE RATE MAP PANEL NO.36103CO159 H LAST DATED m N RO IN SEPT.25,2009. 1A BTO COARSE INE s\ m roc SAND WITH 910%exo0c BANE otv� ` HEA$ NUMBER OF BEDROOM EQUAVALENT GRA *DEPTH TO GROUND WATER -2 3 va 11 wo'B') MDphpne\\c p5ED p05sD vOMi NOvsti N o D 400 GAL �` 33109,�"W "OWTS CAPACITY PROVI�D D =500 GAL 13.0' 'S \ t tiSye map P•(E pR5.04 f�tP A13Z ROs DTE1aEaED `LEACHING REQUIRED =300 SFSWA c tic / PLPRy 25 p,00N`) 509°01'57"E (n r� DwAreaEl u SED 5 £ 16.29' `LEACHING PROVIDED =USE ALTERNATE SYSTEM 61, of 3 t At�`O�ra+or� F BBA1• ApDs F �- Q LnR RECP AO°E ' Fay' ^'� ��� ENGINEER'S CERTIFICATION 0 n D IN B �' > _ � a tt\WN E DEQ or b ` [. -N Zg-P 7. '1 HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL ZQ, 3.6 e v'• t n 0`E'�p 6.35 t PYw�-\ " i> Q SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME 0 Lot 75 atrrL 10 BE "tf t o pc o DIRECTION.BASED IRON A CAREFUL AND THOROUG DY OF THE 5 /t 4.30 qa bar E<E G 7p. 5 q t)V`µW o,� 't$ t O a SITE AND 6ROUNDWAT:R CONDITIONS,ALL FA TIES,AS PROPOSED, \ a.a7y \ sBa -� `7.0 �D° o t t>FN oSFp i° 't 1 v CONFORM TO THE SUFFOLK COUNTY DEPART1 OF HEALTH SERVICES a; y25 LF a.1 3 e w�3 ov"'" sfi %y� CONSTRUCTION STANDARDS IN EFFECT AS OF IS DATE." 1 \ ' 7.o`X%,1 \p D w ©1t'vE*>T ttsµo'�`o -i ;;a; - oo5c t Z `i s o 9a.o FE �� � 'tS`1"•- 't `AY s.osk`=s- ,333A. aar.> _ \ Q \ `L h )WT TM MN - y 1B` 10'.� �" 1 DRAINAGE CALCULATIONS _ HOWARD W.YOUNG,N.Y.S.LS.NO.45993n `t £ t9 Mv? , THOMAS C.WOLPERT,N.Y.5.P.E.NO.61483 `'• w `4' ';b l cnBLO' s�oT'aoN ' VOLUME REQVIRED(ROOF AREA I) :_;;,6"-r„H;n N gP\1Cf: I DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 .� S _e a .,'S::,c-Ty, t R,,r' DISTIR 1 575 SF x 2/12 x 1.0 =96 CF 3 S Q yFST 0Qftl \ VOLUME PROVIDED S USE FRENCH DRAIN'A' SURVEYOR'S CERTIFICATIO 2'b x 125 5F x 0.40 =100 CF c \ Q f 4EC IE I v . ""'��`'"' '"/ N.E o- O¢5�6E�P,,�BQEp V1'jD�B "WE HEREBY CERTIFY TO RICHARD DENS S< KASIA I : \ / \a 2 v- w S�BAN°"' HOZ�b VOLUME REQUIRED(ROOF AREA 2) JENSEN THAT THIS SURVEY WAS PREPARED ACCORDANCE WITH o ` + s `3.az ?ROpOSED S�bdpeco�`L er of VOLUME PROVIDED 416 SF x 2/12 x LO -69 ASSOCIACODE OF TION OF PROFESSIONALCTICE FOR LAND LAND SURVEY RSS ADOPTED TME NEW YORK STATE PRpROOp ` d MoP�PWtthpub\tc`N /,,/ I'D xUSE F200 SF RENCHx0.40 RAIN 8 =80 CF \ \ pROpOSE,U,�G WALL lD'"B /' a JAN 12 202 \ \`, Q�pTSu' NOTES $ I.THE OWTS SHALL BE MODEL GEN-5 MANUFAOTIRED BY FUJICLEAN USA. HOWARD W.YOUNG,N.Y.S.LS.NO.45893 2 t DANIEL A.WEAVER,N.Y.S.L5.NO.50M ` \ / 2.THE DESIGN ENGINEER,FUJICLEAN USA REPRESENTATIVE,AND xDH5 I / REPRE5ENTATIVE5 SHALL OBSERVE THE IN5TALLATION OF THE OWT5 AND SURVEY FOR S' $00ftIDId Town \ /'" LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. w ofTrustees ,/ P\ ,,/ 5.THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT RICHARD JENSEN & KASIA JENSEN SUPERVISION OF A FUJICLEAN USA REPRESENTATIVE. LEGEND 4.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE LOT 75 \tFpub\'°W°`u� THENTENANCE PROVIDER AND PROPERTY SUFFOLK COUNTY DEPARTMENT OF EALLTTH SERVICES(ER MUST BE s DHEVV PRIORED "AMENDED MAP A PECONIC BAY ESTATES" ALF =ALUMINUM FENCE t W TO APPROVAL OF THE I/A OWTS REGISTRATION BY THE SCDHS IN at Arshnmomn ue,Town of Southold Cc =CONCRETE CURB \ t\ ID,AB\\1119 ACCORDANCE WITH ARTICLE 19 OF TE SUFFOLK COUNTY SANITARY CODE. Suffolk County,New York N CLF =CHAIN LINK FENCE i- 1 CMF =CONCRETE MONUMENT FOUND £ I LMW =coNORON�smeri� � \ �� /' / ADJACENT AREA LOT COVERAGE BUILDING PERMIT SURVEY DI =DRAINAGE INLET t /" ADJACENT AREA=6,771 So.FT. EOP =EDGE OF PAVEMENT EXISTING County Tax Mop DT:tr1=t 1000 se"tion 53 Bm� 06 Lot 21 < IPF =IRON PIPE FOUND t ' OL =ON PROPERTY LINE o t / I STORY FRAME HOUSE =857 50.FT. =12.7% FIELD SURVEY COMPLETED SEPT.08,2021 RO =ROOF OVER t .p\/" GARAGE =348 SO.FT. =5.1% MAP PREPARED SEPT.09,2021 WIF WIRE FENCEC\ LANDING5 I STAIRS =15 50.FT. =1.1% WDF =WOOD FENCE \ Blithp°b\1G�°tom' PATIO DRIVEWAY -28 SQ.FT. =O.6% Record of Revisions WSF =WOOD STAKE FOUND ty\C1o9 REVISION DATE WSS =WOOD STAKE SET \ GENERAL AMENDMENTS MAR 09 2022 rQ. =UTILITY POLE I TOTAL-1,14-190.FT. =25.6% BP DATA SEP_19.2022 =FIRE HYDRANT 1 PROPOSED GENERAL AMENDMENTS DFL_06.2022 • =END OF DIRECTION/DISTANCE / 2 STORY FRAME HOUSE =470 SO.FT. =I4.5% GENERAL AMENDMENTS JAN.16.2023 1 \/ WOOD DECK 4 STAIRS -325 50.FT. =4.4% GENERAL AMENDMENTS JUNE 09.2023 ADD DRAINAGE AUG_29.2023 ROOF OVER =21 50.FT. =03% AMENDED B m pIN6 PERMIT DATA OCL 17. 23 20 LANDING = 16 50.FT. =0.2% GENERAL AMFNDMFNTS OCT 27 2023 _ GENERAL AMENDMENTS NOV_17.2023 o - T05 TRUSTEES DEC.14,2023 TOTAL= 1,332 5O-FT. = 19-7% 20 0 10 20 40 60 Scale:1"= 20' ISLAND VIEW LANE JOB NO.2021-0240 DWG.2021_0240_bp6 1 OF 3 °eau�"m�a s�uu�"xu,acromio tK10vm rim wog�mc���um d�.s�®ss�ir m"i a s�'mFn�urc P)mmartw�.��ivms"�,�rrs�v,°�us�m°1is�w vim m ra,.m=us P T�i nnc�wmvra's��m°��� *o mm,u�wm ma u�lauiw�ms vm�wv xm�Hmc uw aaxwY x®Qu w snow su suu.m a axmmrtn m g[x van mrt cax tq Ramona !s)sxr ixanw rc wsss(K sssrc r.ra[st)�sseons(rn)vro.x,¢max we rvry smc mssra..ws um w vxss mna®rvo,onaa 400 Ostrander Avenue,Riverhead,New York 11901 SYeET AIR VENT GAP MFG BY TLIF-71TE tel.631.1212303 fax.631.121.0144 i `(3'MIN FROM ANY DOOR OR WINDONU admineyo��vnngen9ineering.com GONERS MFG 91'TUF-TITS(T'P) HYDRAULIC PROFILE SCALE.NTS 4U+1�y�0�dCt�Y TRAFFIC TRAFFIC Howard W Young,Lond Surve r HEARING SLAB BEARING SLAB n9 LJ° 2 STORY m Z Thomas G.Wolpert,Profoaaional ET)gir)eer FRAME HOUSE 8' LOCKING 4'PVC PIPE CASTINGS TO 5' T tp Douglas E.Adams,Professional)Tglreer (3 BED ®2.00%MIN. �rRppE LOCKING Daniel A.Weaver,Lewd Surveyor FEEL=8.5 4'PVC,PIPE CASTING TO 4°PVC PIPE CROSSOVER PIPES RIM=15 a I.00%MIN. GRADE o 1.00%MIN. (FOUR TOTAL) EL=1.0 RIM=12 EL=1.0 TW EL=65 PROVIDE CLEAN PouRED GONC.COVER HEALTH DEPARTMENT USE OUT AT FACE OF CONCRETE O TRAFFIC WATER PROOF BUILDING NRurrE'� INVERT BEARING SLAB RETAINING WALL IE=528 03°VENT IE=4.94 IE=4.84 IE=4.T IE=4.99 N BW EL=4.0 O O L�HOLE .16BOT=3.10 cD SEE DETAIL FOR4.0WT3 COMPONENTS W DIA.CONCRETE MANHOLE �� 8- iN CONNECT 3"PVC VENT LINE TO VENT HOLE IN OAST BOT=0.18 HI&FE5T EXPECTED GW EL=I.I VAULT 10'DIA x 4'DEEP PRECAST SANITARY LEACHING POOL 500 GAL.VA OWT'r CONCRETE SOLID RING TOTAL OF(5)POOLS b"Xb"Xb'LONG MDL.GEN-5 MFG.BY FUJIGLEAN USA ALTERNATE SYSTEM CONCRETE BEAM (TYP.OF 2) VAULT l0'DIAx4' DEEP PRECAST BUOYANCY CALCULATIONS TRAFFIC, CONCRETE IAO BEARING 5LA55OLI12 RING [FIN.GRADE ONE(1)OWTS MDL*GEN-5 MFG.BY FUJI CLEAN USA WEIGH5 463 LBS.,RERRL5ENTING THE DONPIWARD FORGE FOR THE STRUCTURE. THE FIROP05M STRUCTURE WILL BE PARTIALLY SUBMERGED TO A DEPTH OF 0.52'(1.10 CORROSIVE MINUS 0.18). RE-515TANT CEN-5 STRAPING THE VOLUME OF GROUNDWATER DISPLACED BY THE STRUCTURE V-AREA x SUBMERGED OWTS (TMP.OF 2) DEPTH(151)(361)(0.32)-8.9 GF. THE WEI6HT OF THE WATT DISPLACED BY THE PARTIALLY 51UBt-iERSED ST 14TIRE W= METER 8.9 GF x 62.4 LBS.PER GF-555 LBS. HHI&HES EV INCOMING SERVICE EXPECAPPLYING A SAFETY FACTOR OF IS,THE UPWARD FORGE(BUOYANCY)EXERT37 ON THE EPDXY ESOT=0.178 6W EL=1.1 PARTIALLY SUBMERGED STRUCTURE IS 555 x 15=833 LBS. COATED 15 AMP BRE ANCHOR IS AMP BREAKER THE DOWNWARD FORGE OF 463 LBS.IS LESS THAN THE UPWARD FORCE(INCLUDING EYE BOLT b"X6'X6'LON6 SAFETY FACTOR OF I5)OF 833 L55.AND,THEREFORE,AN ADDITIONAL 218 L55.OF (TYP.OF 4) CONCRETE BEAMS 1201/AC,10,bOHZ,15 AMP POWER SUPPLY ENGINEER'S CERTIFICATION DOWNWARD FORGE IS NEEDED. a12-2 AWG WITH GND IN I"PVC CONDUIT END VIEW DETAIL MAIN "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL USE(2)b"x6'xb'LONG CONCRETE BEAMS-3.0 GF NTS SERVICE SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY S THE ADDITIONAL DOWNWARD FORCE PROVIDED=3.0 GF x 150 L55JGF=450 LB5. SCALEPANE ELEG.CONDUIT DIRECTION.BASED UPON A CAREFUL AND THOROUGH S OIL, OWTS WIRING PER MFG. SITE AND GROUNDWATER CONDITIONS,ALL FACILIPROPOSED, CONFORM TO THE SUFFOLK COUNTY DEPARTMENT F HEALTH SERVICES -t/2'VENTILATION PIPE CHAMBER volume( ) HARDWIRE CONSTRUCTION STANDARDS IN EFFECT AS OF S DATE" E C E e V B�GM BAFFLE B '_B Sedim®ration Chamber 277 '-to -�-7 o Anaerobic Filtration Chamber 278 ``tt3 SDD -� Q Aerobic Contact Filtration Chamber 127 d "j CIRCULATI@! Btorage Chamber 63 dq� WAR LIFT PUMP 7 i SINFECTIDN © 1°f on Chamber 4 GROUND SJE RHOMBUS MAGIOOR FUJICLEAN Total Volume 749 ! � JAN 1 2 2024 CYLINDER(OPTmNAU CONTROL AIR BLOWER AERATOR HOWARD W.YOUNG,N.Y.S.LS.NO.451193n PANEL THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 L a•I T P GUTLET PIPE SPECIFICATIONS DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 6t{ A�_. AnaembicMedia PP/PE Filling 32% El 1=GTRIGAL ONE-LINE DIAGRAM 4'-a�. Beard Type Aecobi°M(•dia PVC/PP/PE Filling Rate 16% $pU1t)OId Town Aerobic Media PP/PE Filling Rate 57% } FLUENT Blnwcr 2.gefm SURVEY FOR nmrd of Trustees R LIFT PUMP➢� Q © pipe FRP i ti./ /PE RICHARD JENSEN & KASIA JENSEN Access Covers Plastic/Castlmn NOTE.ALL CONDUITS BETN�N PANEL AND Disinftxtant(Optional) ChlorincTablcts TREATI- N TANK MUST BE SEALED TO PREVENT LOT 75 RECIRCULATION PIPE OV BAFFLE /2•AIR INTAKE GA5 LEAKAGE INT°PANEL. "AMENDED MAP A PECONIC BAY ESTATES" rLGV GPENING(TYP. (CLEANING OPENING) B FOR WIFI COMMUNICATION DEVICE, at Arshamomaque,Town of Southold E x PLAN VIEW USE ALARM/CONTROL PANEL MDLa1045040 GONTIROLLER^c°MF6 BY 5JE RHoh,eus Suffolk County,New York N 1B'MNMA*=MP ISINFECTIGN A'd(� CYLINDER(13PTIGNAL) ALARM/CONTROL GPENING PANEL MDL#1041912 BUILDING PERMIT SURVEY =r CONTROLLER'A„ 0 ➢TYPEMFG BY SJE RHOMBUS ACT MEDIA CONTROL PANEL MOUNTED County Tax Map Dst.me 1000 sa uN 53 Bloc, 06 Lot 21 4'x4'PRESSURE FIELD SURVEY COMPLETED SEPT.08,2021 TREATED WOOD POSTS MAP PREPARED SEPT.09,2021 Record of Revisions 5-5' 5'-5• M(ASSEM-BLY RCULATIGNUSIA A REVISION DATE E T GENERAL AMENDMENTSMAR09204'- 4•-2�• BLOWER BP DATA SEP.19.2022 ENCLOSURE GENERAL AMENDMENTS DEC 06 2022 GENERAL AMENDMENTS JAN.16.2023 © FIN.GRADE GENERAL AMENDMENTS JUNE 09,2023 PERMIT DATA OCT17 2023BIC KE➢IA GENERAL AMENDMENTS OCT.27 2023 ELECTRIC SUPPLY GENERAL AMENDMENTS NOV 17 2023 TO BLOWER TOS TRUSTEES DEC.14.2023 TION ASSEMBLY TO FUJIGLEAN t OWTS SPLICE BOX SECTION A-A VIEW SECTION B-B VIEW AIR LINE To BC-TRIC-Al SUPPLY FUJ1cLEAN owns Scale:NTS VA OATS MDL. GEN-5 MFG. BY FUJIGLEAN USA CONTROL PANEL d BLOWER JOB NO.2021-0240 SCALE:NT5 DWG.2021_0240Lbp6 2 OF 3 f'enurtn°0 txw aµs""Aws°pNxw uaro°'rc vsr'n�sa rm ra i a �s � a.s ra TMt mlauii mvw'r mtc°Rax u�° 1¢iw°' e¢nv '�usrm xoi ro rx�[ svcros v i¢cic wsnvw�i 1p�mcgo:s�.tt xm''m ro'i'mrax�ran°vmrs6m (°ia oi�s(fl nrtiou"nwx xt,is M svrc rw�a(sp��ons lam° xtuox°1 ivoa m�M °rms m ovrmr°�o¢o�itnau�oa \ 400 Ostrander Avenue,Riverhead,New York 11401 \ N tel.651.7212303 fax.631.121.0144 OA A T admen®yovngengtnearing.com \\ MGp AQ&Cp�yf. jd(.T) 4"STONE BLEND out „AMet`de wth �Oc.of005S eGs o v or 561°09'04"W Thomas G.WolHoy4onert,Professional Engineer 1\ �OQp5S� YRpP 09N FRAMEN taL Ewa F 3.31' Douglas E.A��Ls,Professional Engineer \ Al pV ?SN pOMI ,A1• 509°01'57"E Daniel A.Weaver,Land Surveyor \\ s S�X�x Of�zo �FFE�B5 16.29' I•Y7R0 ARY`'Y 7T\ Cuc" N "STABILIZED 601E BASE PRO VswWe E�e z35 N W \ N z \` 11F °ECK 25 �o�w \ m 3 e ° Z Z STONE BLEND PAVEMENT SECTION R,or WOOL G+ to Q NTS 4.36 `- c Lot 75 j5 - q\0% aj 10F -\t m o l 2 4.47 4Z 65 Esvf�i _`•a' IX *7.0 \ad n REM0�0 w.t\ '"\; \ �tyn G' O pROPO� �j f e '� a; 525•\ FE / Dr ky 4.1 �,�s�! '✓�7LL N ;\ N 7.D•% W :may 2y0 1' Y7 \1 +4.74 OGK lEr 1 N�P O+�•- a.OsfE k_ ;r- �333A R 1 `s is A \ Lis TM" fhH OO` h to�- \ yam `e N°ya 1.�'S - DRAINAGE CALCULATIONS rQ 4 - fY ,..^. NSC OF�C•1 RBAN� ''�•s ss _ ''�-'�" 1 VOLUME REQUIRED(ROOF AREA 1) \ �,,•��:,;=; 0 �, SQ, 575 51E.2/12 x 1.0 =96 CF - (5.rA VOLUME PROVIDED lore USE FRENCH DRAIN'A' q. •„_,,;.,•_- - od 10 2'D x 125 SF x 0.40 =100 CF `4.2 3.42 61R�pSED s��tz t-a\�5\Ott- .S.OieS VOLUME REQUIRED(ROOF AREA 2) \\\ +a.ts \ \\ qICE5 �^^�RpOF „Am01dD D-111n` 1111a) -- VOLUME/'' UDE F200 5F xDRAIN B =80 CF 20 0 10 20 40 60 Scale:1”= 20' z"TO 3"STONE ENGINEER'S CERTIFICATION "I HEREBY CERTIFY THAT THE WATER 5UPPLY(S)AND/OR SEWAGE DISPOSAL 3`S EXISTING GRADE VARIES ISTINb GRADE SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY DIRECTION.BASED UPON A CAREFUL AND THOROUGH 5 OIL, 1 EL-4.0 SITE AND GROUNDWATER CONDITIONS,ALL FACILI S.AS PROPOSED, i 1 I y s p, gyp. may. `A CONFORM TO THE SUFFOLK COUNTY DEPARTMENT F HEALTH SERVICES CONSTRUCTION STANDARDS IN EFFECT AS OF S DATE." FILTER FABRIC I� I I I I i I WOVEN WIRE FENCE HIGHEST EXPECTED ( GW EL=1.1 FILTER CLOTH FRENCH DRAIN HOWARD W.YOUNG,N.Y.S.LS.NO.45893n P E C NT5 THOMAS C.WOIPERT,N.Y.S.P.E.NO.61483 DD E1 SS 1 O DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 UNDI57UREM D tY 1215TURBED 6 1(' I i• AREA FLOW AREA 5! JAN 1 2 2024 SURVEY FOR k SECTION RICHARD JENSEN & KASIA JENSEN f FIX� LOT 75 Southold WOVEN WIRE FENCE "AMENDED MAP A PECONIC BAY ESTATES" „m- Board OfTnlstees _ 6.00 at Arshamomaque,Town of Southold R FalI6NED 5URFAGEOF RETAINING WALLS Suffolk County,New York MAY BE CRETE FORMLINER PATTERN OR MASONRY VENEER N y FILTER CLOTHj_ BUILDING PERMIT SURVEY CONCRETE TO BE 4,000 F51 AIR ENiiWNED oY _ •i_ _ __.\'-' _ REINFORCING:#3@1r O C.E.W. County Tax MOP District 1000 Section 53 aleck 06 Lot 21 N FIELD SURVEY COMPLETED SEPT.08,2021 = �. MAP PREPARED OCT.27,2023 LUM rvA•TaiPRaoFD+s `.;'_;• - xi`ELEVATION-• Record of Revisions Z REVISION DATE A f GENERAL AMENDMENTSNOV 17.2023 SILT FENCE 4 Tos TRusTEEs Dec fa 2023 NT5 m ry 0 14" WATERPROOF RETAINING WALL Scale:As Shown NTS JOB NO.2021-0240 DWG.202LQ240_bp6 3 OF 3 N• EXISTING LOT COVERAGE EXEMPTIONS (2800 LOT COVERAGE BREAKDOWN - CORNICES, EAVES, GUTTERS, CHIMNEYS AND FIREPLACES PROJECTING NOT MORE THAN 28 INCHES FROM EXTERIOR WALLS - BUILDING AREA (HOUSE AND GARAGE) 1205 SF - STEPS AND OPEN PORCHES, PROJECTING NOT MORE THAN FIVE - BALCONIES N/A FEET FROM EXTERIOR WALLS AND HAVING AN AREA OF NOT MORE - TERRACES, PATIOS, DECKS AND OTHER 140 SF (PATIO) THAN 30 FEET STRUCTURES ABOVE FIN. GRADE - FIRST-STORY BAY WINDOWS PROJECTING NOT MORE THAN - SWIMMING POOLS, TENNIS COURTS, AND N/A THREE FEET FROM EXTERIOR WALLS AND EXTERIOR CELLAR DOORS OTHER SIMILAR STRUCTURES PROJECTING NOT MORE THAN SIX FEET FROM EXTERIOR WALLS 1345 SF TOTAL LOT COVERAGE CALCULATION - - BUILDING AREA / LOT AREA 1345 SF ZONING ANALYSIS 6771 SF - EXISTING LOT COVERAGE 0.198(19.8 %) - ALLOWABLE LOT COVERAGE (20%) 1354.2 SF 31 October 2023 4155 Bay Shore Road Greenport,NY 11944 40DISTRICT R-40:Residential Low-Density PROPOSED Lot size ,000 ( required) 6771 Max.FAR LOT COVERAGE BREAKDOWN Existing Proposed Allowed - BUILDING AREA 991 SF - BALCONIES Lot Coverage(20%) 19.86% I 19.45% 1354 - TERRACES, PATIOS, DECKS AND OTHER 326 SF Front.Yard Setback(35') 32.7' 52.5' 35 ` STRUCTURES ABOVE FIN. GRADE Side Yard Setback(10') 3.9' 6.2' 10 ��w 'a�'g �-p �, Yard,Both'Sides(25') 4.8' 10.8' 25O�^;l �3 Rear Yard Setback(35') 42.8' 38.0' 35a ar . E C E s V E 1317 SF TOTAL Building height(35Max) 18 1 34 35 i, Number of stories(2S Max) 1 2.0 2.5 Xr JAN 1 2 2024 LOT COVERAGE CALCULATION ' ITEMS IN RED ARE POTENTIALLY NON-CONFORMING f - WILDING AREA / LOT AREA 1317 SF .. ! Sonu oad Tom BoerdofTnlstees 6771 SF - PROPOSED LOT COVERAGE 0.1945 (19.5 %) - ALLOWABLE LOT COVERAGE (20%) 1354.2 SF 08 January 2024 FOLEY FIORE ARCHITECTURE 4155 BAY SHORE RD Zoning Analysis sis 316 Cambridge Sireel Cambridge AAA 02141 617347.80D2 O Z z m m vy��P�P m m M m r r 0% 00 v v PROPOSED RETAINING WALL, AVERAGING FROM 2' -2.5' IN HEIGHT FROM(E)GRADE 64'-4• APPROXIMATE PROPERTY LINE o - - - - - o - - - - - - - Lot 75 — — 23.5' Subdivision - `� 4 i F 11.0' "Amended Map A TIE LINE ALONG N ZPORTION OF YARD RAISED �v ry - O APPROX. HIGH TO ACCOMMODA D o Peconic Bay COMPLIANT IA SYS M ; M N v „ WATER MARK AS Estates = to I m LOCATED BY YOUNG O p I &YOUNG 09/13/2021 OI 11.0' m V. I 21.0' PERMEABLE DRIVEWAYj� (2 PARKING SPACES) 64._2. �JJtj` 1 1 PROPOSED RETAINING WALL, v=� E k AVERAGING FROM 2' -2.5' IN �a t; C E I V `I( TOTAL APPROXIMATE RETAINING WALL HEIGHT FROM(E)GRADE Dj Q LENGTH= 195'-5" �f- i E a NO DIMENSIONS ,AN 1 J20241 WALLRL APPROXTE AND THE FINAL LENGTH WILL BE DETERMINED ON SITE t _ S0u'&1ald Tw."n ` Board Of Tradees — O FOLEY FIORE ARCHITECTURE 08 January 2024 316 Cambridge Street Cambridge MA 02141 617.547.8002 14155 BAY SHORE RD Proposed Site Plan -" = I O" `Y PROPOSED FLOOR AREA 0 E OPOSED= 991 SF 3+••6• I AlRI BR I PAST NOO N W/D ❑ loe x 17-e' 2+•Mw LAUNDRY/MECH O 100 10'.6•x a-0• 15 W12'.1 • -0•x 1Y•6• Dw ONTO I GRADF I-1RISN I OF le I Q I I • �0 II I I " § § i § T-0•.-0• x LI Q I PANTRY O, PDR RM MUORaDM 103 107 TOP OF PROPOSED G� I 4�c�e���S.F/0�� f� RETAINING WALL TO I BEAT ELEVATION 65'# I— — - — GAS FR EFLACE q oulr»oR RP 1sR I tty�� SNOWtEt SlElYF3 � _ ;. L N I .1 11•-0• 23•-6' ON TO .�. PARKING SPACE(9'%19') PARKING SPACE(9'X19') °F� _ t APPROXIMATE PROPERTY LINE .S� f" JAN 1 2 2024 P $OLIG101d TOWrI Buaki of Truce ees —F FOLEY FIORE ARCHITECTURE 08.Ianuaty2024 316 Cambridge Street Cowbridge MA 02141 617547.8002 41 ,55 BAY SHORE RD Proposed First Floor Plan -L"= ]'-011 'Y PROPOSED FLOOR AREA 0 PROPOSED= 1040 SF 34'6• 11'-0• 23'6- w.Lc 206 PRIMARY BEDROOM 6'6•X Tom• NO _ Me.IIW - - BATHROOM 20I II.6•X6'-R• ' i �M HALL 20D PRM ARY BATH 4 204 cAel_t DH ISR 5, BEDROOM 203 116••13'T ❑ BEDROOM 207 13'-7X IIW uv 14a DDDR BELOW 23'-6' ®t`��•�.\�,CJ.t'fJ3 �,�yh vA ®` tp�] . �1 i E� [5 �b{ 34'6' VVV � s Ccs �� 1�d JAN 1 2 2024 coutnclu Board of Tru�tes,es���=_�� - FOLEY FIORE ARCHITECTURE 08Janua,y2024 316 Cambridge Street Cambrtdge MA 02141 617.547.8002 41519 BAY SHORE RD Proposed Second Floor Plan 111=p.001 PROPOSED FLOOR AREA PROPOSED 414 SF - - -- - - - - - - - - - -- II II II — — — —— — 41.SPACE/ 3X-6' �WALI.Wllsfv Vl" RAKERS AT5'-W — — — — — — — — — — — — — — — — — — — — — — — ATTIC STORAGE 300 c ON 1.0 7— \-WAUINTMEa W"N 1 PARERSATS-O' Tl LL-i- — —— — — — ..E/ II II II E ElIVE No Uji Ul JAN 1 2 M24 JAN 1 2 2024 Al it StiujiWd Tovm L -Board of im-sipas FOLEY FIORE ARCHITECTURE 08 January 2024 316 Cambridge Street Cambridge MA 02141 617.547.8002 4155 BAY SHORE RD Proposed Attic Plan 8-1"= r-off O - - -- - - - - - - - - - I I - SlO I EDN I 1D,12 10,12 I I r I I I 12:12 SLOPE ON f I I 1212 L I I SL0 E ON 10:12 10:12 I I I - - - - - - - - - - - - - - -� SD AP EC E EIV F ' JAN 1 2 2024 Soir�lold Tal;:ri �� L BoW of Tnu lees _-- FOLEY FIORE ARCHITECTURE 08Ja►uo►y2024 I 316 Cambrrdge Street Cambridge MA 02141 617.547.8002 41 ,95 BAY SHORE RD Proposed Roof Plan 8 PROPOSED � PROPOSED AIDC SUdflOOR J. NATURAL CEDAR SHINGLE SIDING LVL f�PROPOSED SECOND FLOOR SUBFLOOR �I PAINTED EXTERIOR GRADE WINDOW TRIM V• I -- - " J nT TT, - 1 FIRST FLOORELEVATION DETERMINED BY FLOOD ZONE " - - ,• 1 AEE IPROP05®FEEL B.S) .�;,, " •-', .-. - - _ PROPOSED WEST ELEVATION T.O.FIRST FLOOR SUBFLOOR -- -. PROPOSED ATTIC SUBFLOOR_ - V .z '�,�:i it �ii •• t ,L 1.� � i Ill r 111': n'�j7 , P j. J�,'♦y �I7' 4'irz �J111 I.PROPOSED SECOND FLOOR SUBFLOOR k;'•a.'• ��' - ir`�1i''""-J�.r:' r--I �N I • i�s�"'_� � I � - !,1_-ZT I��I�I:`itll"Tr+[i-r�_,,f� i' •T ' �� ri �i ,rV � _ •.,, �i �t� JAN 2 2024 rr ,l�l t3 i G1� —�I�I SoJ9fiTow-,T� 1 r t iTr:TI:'NI1� � } Board of Trtsiees — -- u a Yqr i y r qtr_ '-"-"-' T.O.FIRST FLOOR SUSFLOOR PROPOSED N RTH EVATI N 08 January 2024 FOLEY FIORE ARCHITECTURE 4155 BAY SHORE RD Proposed Exterior Elevations 8" =I'-o" 316 Cambridge Street CoRnbridge MA 02141 617547.8002 PROPOSED .. STANDING SEAM METAL ROOFING,COLOR TBD ! 0 PAINTEDEXTERIOR GRADE FASCIA PROPOSED ATTIC SUBFLOOR - - _ III PAINTED EXTERIOR GRADE WINDOW TRIM o ALUMINUM CLAD WOOD WINDOWS AND DOORS - - PROPOSED FD SECOND FLOOR SUBFLOOR SHINGLE SIDING .. WOOD PLANKING AT'SASE T.O.FIRST FLOOR PROPOSED EAST ELEVATION STANDING SEAM METAL ROOFING, COLOR TBD PROPOSED ATTIC SUEFLOOR i� E E1. WOOD BRIS SOLEIL � 1"{ '•.', iil� )�rlt1'�1� Ili�1TlJl wOOD 7RIM AND PLANKING I,Tr. r.. PROPOSED SECOND FLOOR SUBFLOOR F, M1 i ,4 JAN 1 2024 7, T r r- T EXT.GRADE WOOD OVERHANG U �` 4rTr, -----..— _ - EXT.GRADE WOOD Q OUTDOOR SHOWER CABLE RAIL SYSTEM WITH METAL 5e>Wald)actin '7-'' 'rii POSTS AND WOOD HANDRAIL Board ofTnls!ees {I r VENEER OVER RETAINING WALL,NEIGM T.Q FIRST F100Y SUBfLOOR 1 OF WALL@ELEV 69± PROPOS OUTH EL ATION BIUESTONE CAP AND NATURALSTONE FOLEY FIORE ARCHITECTURE 08 Januaty 2024 316 Cambridge Street Cambridge MW 02141 617.547.8002 41 ,95 BAY SHORE RD Proposed roposed Exterior Elevations 8 FF= 0I t ATTIC UBFLOOR 27� -2 D 0 zi 01 'tQPOSED SECOND FLOOR U11FLO08— io (0 FN TOP OF PROPOSED RETAINING WALL @ ELEV 6-5'± sliO RSTR-0P—R-SU8FLQ-0R- 8'-6± T.0 ELEV TV TLTl I E.�_il Tj 1;,-Hji I'F-4 1 .1 z-,111 I F ' 'q Wg 41-D I AT.PII PROXIMATEIIGRADE @ ELEV 4'-0 0AIR'sM phE- g I ffi LL�-�'�TE'45 2-0 �Mj� -1 --f-- ILI 9- ,,-7 tl;� L JEW 10 IE 3_q 200-L IE� I�L -_., .- "14 F IT I �11" 14 af E�"E �W — 34 0)RrE�,�JE F�; E 10 NO STRUCTURAL PIER FOUNDATION, APPROXIMATE GROUNDWATER AS PER FINAL DESIGN TBD YOUNG&YOUNG SURVEY(ELEV=1.1') ) E � � �� � JAN 1 2 2024 Town Board of'j"Fustees 08 January 2024 FOLEY FIORE ARCHITECTURE 11 316 Cambridge Sireal Combfidge MA 02141 617-547.8002 4155 BAY SHORE RD Proposed Site Cross Section 8 1 • Wy _ Ct__y -J y Q Q N QW � V N ^^y J J 6 Z U W Z s o 2 W y ` W W WW z f W Z • - A. CL O - t 14, Ld ff r� � } Ld v Q LO � • `•• j $ t 1 ; i � ° JAN 1 22024 r W e, ,,�•' V dw " - + u, SOut'Oid T_,Wil O _..� DOW of Trustees K J 0 Glenn Goldsmith,President �. COQ Town Hall Annex A.Nicholas Krupski,Vice President y< 54375 Route 25 Eric Sepenoski y P.O.Box 1179 Liz Gillooly �y • O��yf Southold,NY 11971 Elizabeth Peeples �Ol �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed infield by: Patricia Moore, Esq. on behalf of ESTATE OF RICHARD JENSEN, c/o RICHARD C. JENSEN, JR., EXECUTOR requests a Wetland Permit to demolish existing 1,205sq.ft. dwelling and garage, 140sq.ft. patio/terraces, and abandon existing sanitary system; construct a FEMA compliant two-story dwelling with 991sq.ft. on first floor, 1,040sq.ft. on second floor, 414sq.ft. attic, a 229sq.ft. seaward side raised deck with a 108sq.ft. splash pool on raised deck with steps to ground and locking gate; install a ±195.5 linear foot long by 2 —2 'h foot max. high retaining wall (covered with veneer stone & cap) around a new I/A sanitary system and install ±180 cubic yards of fill material landward of dwelling; install a 3'x4.5' outdoor shower; install an air conditioning unit stand on north side of dwelling; install a stone blend parking area for two cars; and install gutter to leaders to drywells, and a drywell for pool backwash. Located: 4155 Bay Shore Road, Greenport. SCTM# 1000-53-6-21 i Type of area to be impacted: _Saltwater Wetland Freshwater Wetland Sound A- Bay Part of Town Code proposed work falls under: _Chapt. 275 Chapt. 111 other Type of Application: _ a�Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: x Yes No Not Applicable Info needgd/Modifications/Conditions/Etc.: O✓1 Cf v- bov� "Cl o d.b "rAAqc Y Present Were: X G. Goldsmith K N. Krupski E. Sepenoski ,o L. Gillooly ?c E. Peeples EXISTING LOT COVERAGE EXEMPTIONS (280-4) LOT COVERAGE BREAKDOWN - CORNICES, EAVES, GUTTERS, CHIMNEYS AND FIREPLACES PROJECTING NOT MORE THAN 28 INCHES FROM EXTERIOR WALLS - BUILDING AREA (HOUSE AND GARAGE) 1205 SF - STEPS AND OPEN PORCHES, PROJECTING NOT MORE THAN FIVE - BALCONIES N/A FEET FROM EXTERIOR WALLS AND HAVING AN AREA OF NOT MORE - TERRACES, PATIOS, DECKS AND OTHER 140 SF (PATIO) THAN 30 FEET STRUCTURES ABOVE FIN. GRADE - FIRST-STORY BAY WINDOWS PROJECTING NOT MORE THAN - SWIMMING POOLS, TENNIS COURTS, AND N/A THREE FEET FROM EXTERIOR WALLS AND EXTERIOR CELLAR DOORS OTHER SIMILAR STRUCTURES PROJECTING NOT MORE THAN SIX FEET FROM EXTERIOR WALLS 1345 SF TOTAL LOT COVERAGE CALCULATION - BUILDING AREA / LOT AREA 1345 SF ZONING ANALYSIS 6771 SF - EXISTING LOT COVERAGE 0.198 (19.8 %) - ALLOWABLE LOT COVERAGE (20%) 1354.2 SF 31 October 2023 4155 Bay Shore Road Greenport, NY 11944 PROPOSED DISTRICT R-40: Residential Low-Density Lot size(40,000 required) 6771 Max.FAR LOT COVERAGE BREAKDOWN - BUILDING AREA 991 SF Existing Proposed Allowed - BALCONIES Lot Coverage(20%) 19.86% 19.45% 1354 - TERRACES, PATIOS, DECKS AND OTHER 262 SF Front Yard Setback (35') 32.7' 52.5' 35 STRUCTURES ABOVE FIN. GRADE Side Yard Setback(10') 3.9' 6.2' 10 - SWIMMING POOLS TENNIS COURTS AND 64 SF Yard,Both Sides (25') 4.8' 10.8' 25 OTHER SIMILAR STRUCTURES , Rear Yard Setback(35') 42.8' 38.0' 35 1317 SF TOTAL Building height(35'max) 18 34 35 Number of stories(2.5 max) 1 2.0 2.5 DA LOT COVERAGE CALCULATION `` �0" '°v . . ��°,�. ITEMS IN RED ARE POTENTIALLY NON-CONFORMING " BUILDING AREA / LOT AREA 1317 SF 6771 SF tiv - PROPOSED LOT COVERAGE 0.1945 (19.5 %) - ALLOWABLE LOT COVERAGE (20%) 1354.2 SF NOV 2 2 2�'23 f� g.�.^. 31 October 2023 FOLEY FORE ARCHITECTURE 41 ,55 BAY SHORE RD Zoning Analysis 316 Cambridge Street Cambridge MA 02141 617.547.8002 i le Z Z M m v P m m r r 0% co PROPOSED RETAINING WALL, AVERAGING FROM 2' -2.5' IN HEIGHT FROM(E)GRADE 64-4° APPROXIMATE PROPERTY LINE � M — - - - - � — - - — Lot 75 - - 23.5' Subdivision - �G 11.0' �, "Amended Map A TIE LINE ALONG ° PORTION OF YARD RAISED 7v nj - O APPROX. HIGH Peconic BayWATER MARK AS N TO ACCOMMODA � � O COMPLIANT IA SYSTEM _ L I m Estates" LOCATED BY YOUNG O p I & YOUNG 09/13/2021 11.0' rn I HOT V. L �— 21.0' I TUB SDAP ;. - PERMEABLE DRIVEWAY - (2 PARKING SPACES) V. m y �� • 64' - PROPOSED RETAINING WALL, AVERAGING FROM 2' -2.5' IN Q TOTAL APPROXIMATE RETAINING WALL HEIGHT FROM(E)GRADE LENGTH= 195'-5" NOTE:ALL DIMENSIONS SHOWN FOR THE PROPOSED RETAINING WALL ARE APPROXIMATE AND THE FINAL LENGTH WILL BE DETERMINED ON SITE -4/ IV• I o NOV 2 2 L;^,1� ' 31 October 2023 FOLEY FIORE ARCHITECTURE 41 S5 BAY SHORE RD Proposed Site Plan 16" = I'-0" 316 Cambridge Street Cambridge MA 02141 617.547.8002 PROPOSED FLOOR AREA O • PROPOSED = 991 SF 34'-6' 23'-6' 42'REF. A . AMU BgAnF'6 NO — FO IN W/D 1 f -6'.1 X-6' 24'MW fA'NDROY/MECH HW I 10'-6'%8'-0' I� DW DN TO I 5 U' k W GRADE -F YIU � � �TRABH I m I — No o ENTRY WILL F I 101 o 7 0' 6'0' K Q PANTRY I aUDR.O�M PDR RM I I LY�o TOP OF PROPOSEDp. I ✓�D. lr�•FO �� RETAINING WALL TO I ` �6 ��•°�� BE AT ELEVATION 6.5'± B'x8�H0T TUB �o GAS HREPIAa < OUTDOOR UP ISR - _ SHOWER SF¢LVES �•y -6' -TO 34'-6' PARKING SPACE(9'X19') PARKING SPACE(9'X19') GRADE APPROXIMATE PROPERTY LINE u T I:j NOV 2 2 2C23 s • � �` -'- �—-��- 31 October 2023 FOLEY FIORE ARCHITECTURE 4155 BAY SHORE RD Proposed First Floor Plan 8" = 1'-0" 316 Cambridge Street Cambridge MA 02141 617.547.8002 PROPOSED FLOOR AREA 0 PROPOSED = 1040 SF 34'-6' 23'-6' c e W1G 206 PRIMARY BEDROOM 6'•6'%Y-4' 205 BATHROOM 201 I - 11'-6%,6-8 I I STAIR HALL 200 e-6'.9'-9' PRIMARY BATH n GABLE DN 15R BEDROOM 202 ❑ BEDROOM 203 13' 1' -r%1 -6' .q UP 14R DOOR BELOW n C'1 � y c�� �� r i_d QA� ff 11'-0' 7 23'-6' 1 •C �� 34'-6' " "° ® b8 k f 1', r1 ,,IDS! 2 2 - FOLEY FIORE ARCHITECTURE 31 October 2023 316 Cambridge Street Cambridge MA 02141 617.547.6002 415.5 BAY SHORE RD Proposed Second Floor Plan -Lt t= 1 -0 n PROPOSED FLOOR AREA 0 PROPOSED = 414 SF - - - - - - - - - - - -- - - - - - --- - - II l /."E SPACE/ 34'-6" �WALL INTERSECT VAM RAFTERS AT 5'-0" f - - - - - - - - - - - - - - - - - - - - - - - AMC STORAGE F--1 300 DN 14R - - - - - - - - - - - - - - - - - - WALL INTERSECT WITH RAFrERS,AT SW — — — — — — - 2EAVE SPACE/ l-0-nD w's pf 4y - 025 2 2 31 October 2023 FOLEY FIORE ARCHITECTURE 316 Cambridge Street Cambridge MA 02141 617.547.8002 4155 BAY SHORE RD Proposed Attic Plan 8 O - - - - - - - - - - - - - -- - - - - - - - - - - - I I SLO EDN 10:12 10:12 I I r I I 12:12 SLOPE DN I I I 12:12 L I I E DN SLO Z10:12 10.12 L _ — — — — — I I I L_ — — — — — — ,VS®A N 0 V 2 2 FOLEY FIORE ARCHITECTURE 31 October 2023 316 Cambridge Street Cambridge MA 02141 617.547.8002 141 ,55 BAY SHORE RD Proposed Roof Plan 8"= 1r orr h PROPOSED ATrIC CEIUNG _ 0 ILD U 11 it 11 Il If 111 11111 111 111111 111111 11111 . N h PROPOSED ATTIC SUBFLOOR lilt 1111111 111111111111 lilt IIIIII 111111 11 11111 111111 lilt I fill 1 111111 1 1, 4, I I I 0 NATURAL CEDAR SHINGLE SIDING It 111111 0 h PROPOSED SECOND FLOOR SUBFLOOR HIT it Ulilt IIIIIIII 111111 111 Mill Jill PAINTED EXTERIOR GRADE WINDOW TRIM t 11 IT If [ILI]1 111111 dull 1 FIRST FLOOR ELEVATION DETERMINED BY FLOOD ZONE PROPOSED FFEL BS' T.O.FIRST FLOOR SUBFLOOR 1 AE6 PROPOSED WEST ELEVATION A, , J +I p III IIII(I Jill[]lilt 11[]fill IJLJ i h PROPOSED ATTIC SUBFLOOR TIT 11 lilt 11 Ill(H Hill 11 lilt 11]Ill 11 IIIrIj llilll lilt I Jill 11 Jill I lilt if Jill 11 11 --- - IILIUIJUUJIIJURIIL 11 u it$1 0 1111 It If It 11 it 11 11 If U It III lul Ill Ill III Ill - fi J a :;it I HI Pll Ill 6s;: 1 n •1 t � 1°alit/ 3a ..s, 4 PROPOSED SECOND FLOOR SUBFLOOR ~ i 1111 111111 111111 Mill All 111111111 fill Ill 11 lilt I lilt 11 lilt 11 ill it it I I it 1111 11 1111 it 1111 I If It 1111 1]11 It 111111 1 IIIIIIIIIIIHIIIIIIII flip 11 IL elilt llull 11 11 it 11 ILIJ I lilt 11 fill] T.O.FIRST FLOOR SUBFLOOR . _ . . _ PROPOSED N H ELEVA ION 31 October 2023 FOLEY FIORE ARCHITECTURE 316 Cambridge Street Cambridge MA 02141 617.547.8002 4155 BAY SHORE RD Proposed Exterior Elevations 1"= p-on PROPOSED ATTIC CEILING STANDING SEAM METAL ROOFING,COLOR TBD- PAINTED EXTERIOR GRADE FASCLA--,Z::::::::� PROPOSED ATTIC SURFL90R. I I lilt 111 11 PAINTED EXTERIOR GRADE WINDOW TR IAA ............. ...................................... ALUMINUMCLAD WOOD WINDOWS AND DOORS PROPOSED SECOND FLOOR SUBFLOOR IT I IT IT 1'.111 TIM U Q u 1_1 III puj�jjfl It it I I I SHINGLE SIDING- WOOD PLANKING AT'BASE' T.O.FIRST FLOOR SUBFL0OIk PROPOSED EAST ELEVATION . . . . . .. ... NOV 2 2 STANDING SEAM METAL ROOFING, COLOR TBD 11 111111 IIIH]Hill 1111'IN ull IIIIII lilt[]IIIIII Ilifill. PROPOSED ATTIC SUBFLOOR O or, .ml ILUMLLI Lf 11 LI It It Ll 11 1-1 lit I JLLIIIII IIIIII till 11 lilt 11 till �WOOD BRIS SOLEIL WOOD TRIM AND PLANKING PROPOSED SECOND FLOOR SUBFLOOR pill IT EXT.GRADE WOOD OVERHANG­"'� FIT[]Hit ........... lilt EXT.GRADE WOOD @ OUTDOOR SHOWER- w I 11LIR ilull U1111 III �CABLE RAIL SYSTEM WITH METAL it itirn nirl POSTS AND WOOD HANDRAIL 11 IT 11 it 11 11 it it 11 11 It 11 1111 BLU STONE CAP AND NATURAL STONE VHill lilt ENEER OVER RETAINING WALL,HEIGHT IT 1 T.O.FIRST FLOOR SUBFLOOR ...Vd OF WALL @ ELEV 6.5'± fill T11111 IIIIII lilt P OP D H ELEVATION o FOLEY FIORE ARCHITECTURE 31 October 2023 8"= 1'o"I 316 Cambridge Street Cambridge MA 02141 617.547.8002 41 ,95 BAY SHORE RD Proposed Exterior Elevations 8 i I I I PROPOSED ATTIC SUBFLOOR ELEV=27'-2"± 01 0. PROPOSED SECOND FLOOR SUBFLOOR i $� ELEV=18'-2"± I � � °° P OPO HOT TUB I TOP OF PROPOSED RETAINING WALL @ ELEV 6.5'± �.T.O.FIRST FLOOR SUBFLOOR V T.O.PROPOSED DECK o ELEV=8'-6"± ELEV=8'-0"± C144 APPROXIMATE GRADE @ ELEV=4'-0" i STRUCTURAL PIER FOUNDATION, APPROXIMATE GROUNDWATER AS PER FINAL DESIGN TBD YOUNG&YOUNG SURVEY(ELEV=1.1') N`0V 2 2 L: 31 October 2023 FOLEY FIORE ARCHITECTURE 316 Cambridge Sheet Cambridge MA 02141 617.547.8002 4155 BAY SHORE R D Proposed Site Cross Section 8 T T— p-011 4 ' pr �f a a90 ,. YOwl , PIER LINE BETWEEN PRINCIPAL STRUCTURES f ♦ 1KL ON IMMEDIATELY ADJACENT LOTS % s ) ♦ x' , `. top t .Ir' 't -» �► +� .�. MQA�'�f V F1 opt-) FOLEY FIORE ARCHITECTURE V 31 October 2023 316 Cambridge Street Cambridge MA 02141 617.547.8002 4155 BAY SHORE RD Pier Line Diagram -Pro osed Design Not To Scale Jensen Project Description NOV 2 1 2023 1000-53-6-21 Demolish existing house and garage (1205 SF) and demolish existing landings, stairs(75 SF), patio/terraces (140 SF), existing asphalt driveway (339 SF) and abandon existing sanitary system; Construct FEMA compliant two story proposed house with 991 SF on the first floor, 1040 SF on the second floor, 414 SF attic, 261 SF wood deck and stairs, roof over 21 SF, landing 16 SF and 64 SF hot tub flush with deck. New sanitary system (IA) in the front yard with retaining wall around sanitary (total 195'-5" LF) with max. retaining wall height of 2-2.5' and fill material for new sanitary system(@180 CY) with retaining wall covered with veneer stone & cap, Air conditioning unit on stand north side of house, proposed stone blend parking spaces in the front yard for 2 cars, French drain "A" on south side and French Drain "B" under deck to capture drainage, and maintain seaward side/rear yard as a non-turf buffer (current existing condition). (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOTTO BE USED TO ESTARUSH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. HEALTH DEPARTMENT USE 400 Ostrander Avenue Riverhead, New York IIg01 g Xnti � tel. 631.'727.2303 fax. 631."12.1.0144 Nadmin®youngengineering.com TEST HOLE BY BYMcDOGEOSER DATE:08/16/2021 10:30am Howard W. Young. Land Surveyor W\tNPu / Thomas 0. Wolpert, Professional Engineer \ `dWeoag/ < EL=3.7 DARK BROWN oo Douglas E. Adams, Professlonol Engineer E LOAM Daniel A. Weaver, Land Surveyor a \ W � E (OL) 6 e 1.0' + \\ a BROWN CLAYEY SITE DATA Oh SILTY gaDWaAroant (MH) s 1 AREA = 6,771 SQ. FT. CMF GW EL=1.1 2.6' \ WATER *SUBDIVI BROWN CLAYEY SION-"AMENDED MAP A PECONIC BAY ESTATES"FILED IN THE \ + SILT OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 19,1933 AS FILE NO.1124. N O (MH) +\ \ m m 5.0' * VERTICAL DATUM =NAV()(1988) \ 1 < WATER IN *SEE FLOOD INSURANCE RATE MAP PANEL NO.36103CO159 H LAST DATED BROWN FINE SEPT,25,2009. tesTT ✓ `� y TO COARSE S�bdQ� SAND WITH G0�`o goeES,o \ HEAVY GRA EL * DEPTH TO GROUND WATER = 2 FT. \ / ded Map ATN`��PUb�\c�a �hG o " rn NUMBER OF BEDROOM EQUAVALENT -3 o 5E��oG E NOvSE N� Ew``` ` �\ 3 3109 04 W 13.0' * OWTS CAPACITY PROVIDED =500 GAL PROPOS A PR�PO 4 FRAM CON�E1 $ 2' HIGHESTEXPECED N Ry 2!E � - o0M> 141• GROUNDWATER El=1.1 * LEACHING REQUIRED =300 SFSWA BEAR ko, w 509001'57"E (jl * LEACHING PROVIDED =USE ALTERNATE SYSTEM 16.29 goo•° � \ \ APPN•xCARV N DIN ..•,rr"'^..-...4�.,,. `^^•.., i� ✓ \ / SEAgANDN�WSpS F .T �:`-•.•. ..,,��,,��•.... 4 \\ PROOF ACCORS 5\ANDAR G» �, - \ PSR ScoN o SILT 4'_WIDE \ Ism m PRETPgEoD ALL x3 `b' •\ FENCE -- NPaAlTi Ui RA~ ROCN +ZNj6 ��3.o ~'o"E U0� ENGINEER'S CERTIFICATION oR GK N�T wRF ,� c r �J gaaW au orialLR p� \\ CMF 1"�3 /E / -�\ 110, F ;�N��Rp`C Z5'` �a_..a ;1 �m�,-~$ .._~(! ,�F •-u? Z p 2 L " \ E sN t oo `-� ` + • ��FFQ �' N G m I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL '0 3.6 10'M R ER + N o.l m� a. ti _� ov 6.35 \ p - v v SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY j\ 4.38 4 * . e 7.0*fLot 75 p * 35` �,','it \A Jo,So gE +\��ao' Y 0 9 SITE AND GROUNDWATER CONDITIONS0 DIRECTION.BASED UPON A CAREFUL , PACIL 7IE5 ASOPR 06 b 4, E� vT� 7.0 to o REM \ ~ -• "' 1 Z N / 4.47+ \ SER '� 'VP MZN r> °QOSgo o =t �y -._ _ �' c- oo , v° CONFORM TO THE SUFFOLK COUNTY DEPARTMEN 'OF HEALTH SERVICES'__iy # $" M 5' C LP 5' /_,. PR S00OR ~_ r>Y �p "' f Et 1 > o a. g2• F 4.1 3• , O� ER CONSTRUCTION STANDARDS IN EFFECT ASO IS DATE. ° 3 + DP "ENS SNOW 115 R M1 ~ s =9 O E \ y * W y - . \ 1 +4.74 CK 7E O Z - i FE x 7.0 4.05' REN�l�". ;�, . 3 Ro \ N Yad'' p m°n- DRPZN P, 133. 4 SU$ \ 1 '' \ O Z V 3 \ '' Zs mon r�', OP05Ebµ0 DSLK� 1 DRAINAGE CALCULATIONS HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n M W\rGFL.,oWEA SSONQ�N P PVvSNVJZ GE \ ` VOLUME REQUIRED ROOF AREA 1 THOMAS C.WOLPERT,N.Y.S.P.E.N0.61483 ,� p b• *6.5 '1 r o&CflN E� zo t RgpN \ Q ( _� DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 - a h \ 'FI �y- ....`O 5g>f ' O?OSED b •,r.,.L of PN O FRA z OF DT•5� 1 575 SF x 2/12 x 1.0 =96 CF o s \ 0 ' pR EgGev �/ 'CID. NOS �IMZT FTS 1 VOLUME PROVIDED 5.2 o So EW Ay Na'' 5 3 o5jON0 (55�05a 1 SURVEYOR'S CERTIFICATION--•• USE FRENCH DRAIN'A' n � 1tiR 2'D x 125 5F x 0.40 =100 CF gon"4auo A13 o \ Q q ME ES�NGESO6D �ANpING *WE HEREBY CERTIFY TO RICHARD JENSE�IV.•6c(ICA'.�"I.bl� \ / \4 2 y F J GPRA6� 5E Ayll gANooNti fat 7b tes" VOLUME REQUIRED(ROOF AREA 2) J ENS EN THAT THIS SURVEY WAS PREPARED I' ACCORDANCE 1 �{�• ✓ \ 3.4z GEb \��s�or" a ESta 416 SF x 2/12 x 1.0 =69 CF CODE OF PRACTICE FOR LAND SURVEYS ADO PTEDAW THE NEW YORK SQA 1E. +419cl, \ PRS r SubdQ�,0Ir-�p er� VOLUME PROVIDED ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. t., �` > \ / \ S�R\11 RPR00� riled Map AW\thPub`\c '' / I'D x 200 5F xUSE FRENCH DRAI B =80 CF G �; I 0 NOTES {c� I. THE OWT5 SHALL BE MODEL GEN-5 MANUFACTURED BY FUJIGLEAN USA. HOWARD W.YOUNG,U.S.L.S.N6(45893 DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 \ / 2. THE DESIGN ENGINEER, FUJIGLEAN USA REPRESENTATIVE, AND 5CDH5 REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWT5 AND \ / LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. SURVEY FOR / CMF 5. THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIREGT pp `V� SUPERVISION OF A FUJIGLEAN USA REPRESENTATIVE. a RICHARD JENSEN KASIA ENSEN LEGEND / \ \ 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE LOT 75 \ \ t ��AMENDED MAP A PECONIC BAY ESTATES" MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO n gonwa�onA \ 1thP�b��c�o THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (SGDHS) PRIOR ALF =ALUMINUM FENCE \ \\ng`N TO APPROVAL OF THE I/A OWT5 REGISTRATION BY THE SGDHS IN at Arshamomaque, Town of Southold CC =CONCRETE CURB + Plle ACCORDANCE WITH ARTICLE Iq OF THE SUFFOLK COUNTY SANITARY CODE. Suf folk County, New York CLF =CHAIN LINK FENCE ' CMF =CONCRETE MONUMENT FOUND It + CM5 =CONCRETE MONUMENT SET 1 \ BUILDING PERMIT SURVEY CSW =CONCRETE SIDEWALK \ + / " ADJACENT AREA LOT COVERAGE 0DI =DRAINAGE INLET \ /EOP EDGE OF PAVEMENT ADJACENT AREA = 6,771 50. PT. = \ ' County Tax Map District 1000 Section 53 Block 06 Lot 21 C3 IPF =IRON PIPE FOUND EXISTING o OL =ON PROPERTY LINE "t \ w \ / I STORY FRAME HOUSE = 851 50. FT. = 12.7% FIELD SURVEY COMPLETED SEPT.08,2021 L a. PO =ROOF OVER GARAGE = 548 50. FT. = 5.1% MAP PREPARED SEPT,09,2021 WIF =WIRE FENCE ✓ + a erg LANDINGS 4 STAIRS = 75 50. FT. = 1.190 WDF =WOOD FENCE \ WtthPUb`Ta�at PATIO LT DRIVEWAY =328 SQ. FT. = 0.69° Record of Revisions WSF =WOOD STAKE FOUND \ �pWe111n9 REVISION DATE W55 =WOOD STAKE SET TOTAL = 1141 5QFT. = 25890 GENERAL AMENDMENTS MAR,09 2022 CQ, , . . =UTILITY POLE BP DATA SEP, 19,2022 = FIRE HYDRANT \ PROPOSED GENERAL AMENDMENTS DEC.06,2022 • =END OF DIRECTION/DISTANCE / + 2 STORY FRAME HOUSE = cl70 SO. FT. = 14.5% GENERAL AMENDMENTS JAN.16.2023 / \ WOOD DECK 4 STAIRS = 261 SO. FT. = 5.Ct% GENERAL AMENDMENTS JUNE 09 2023 ROOF OVER = 21 50, FT. = 0.5% ADD DRAINAGE AUG.29,2023 AMENDED BUILDING PERMIT DATA OCT.17 2023 LANDING = 16 50. FT. = 0.2% GENERAL AMENDMENTS OCT.27 2023 HOT TUB = 64 50, FT. = 1.0% GENERAL AMENDMENTS NOV.17,2023 TOTAL = 1,552 50. FT. = Iq.7% 20 0 10 20 40 60 ISLAN Scale: 1" = 20' D VIEW LANE a JOB NO. 2021-0240 DWG.2021_0240_bp5 1 OF 3 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AID ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'$INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTIUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS, 400 Ostrander Avenue, Riverhead, New York 11101 SWEET AIR VENT GAP MFG BY TUF-TITS tel. 631.727.2303 fax. 631.727.0144 (3' MIN FROM ANY DOOR OR WINDOW) admin®youngengineering.com COVERS MFG BY TUF-TI TE (TYP) HYDRAULIC PROFILE • SCALE: NTS TRAFFIC TRAFFIC SEARING SLAB BEARING SLAB Howard W. Young, Land Surveyor 2 STORY a0 z g Thomas G. Wolpert, Professional Engineer FRAME HOU 5E - 2 4" PVC PIPE LOCKING Douglas E. Adams, Professional Engineer GA5TING5 TO 5' LOGKIN6 9' 10' ® 2.00% MIN. GRADE 4" PVC PIPE GA5TIN6 TO 4" PVC PIPE OR055OVER PIPES Daniel A. Weaver, Land Surveyor (3 BEDROOMS) FFEL=8.5 RIM=-7.5 @ 1.00% MIN. GRADE a 1.00% MIN. (FOUR TOTAL) EL=-T.0 RIM=-T.2 EL=7.0 IF TW EL=6.5 PROVIDE GLEAN POURED GONG. COVER HEALTH DEPARTMENT USETRAFFIC WATER PROOF OUT AT FACE OF CONCRETE D nsA «"I AIRLINE 1° BEARING SLAB RETAINING WALL BUILDING INVERT IE=5.32 �5" VENT IE=4.q6 IE=4.88 IE=4.77 HOLE IE=5.03 N BW EL=4.0 IE=5.20 BOT=3.10 00 SEE DETAIL FOR 4.0' 1 OWT5 COMPONENTS 4' DIA. CONCRETE MANHOLE 8' i\I CONNECT 3" PVC VENT LINE TO VENT HOLE IN OW5T B0T=0.78 VAULT HIGHE5r EXPECTED GW EL=1.1 10' DIA x 4' DEEP PRECAST SANITARY LEACHING POOL 500 GAL. I/A OWTS CONCRETE SOLID RING TOTAL OF (5) POOLS b"X6"X6' LONG MDL. GEN-5 MFG. BY FUJIGLEAN USA ALTERNATE SYSTEM CONCRETE BEAM (TYP. OF 2) VAULT 10' DIA x 4' BUOYANCY CALCULATIONS DEEP PRECAST TRAFF I G CONCRETE IA OWT5 BEARING SLAB 5OL17 RING ONE (1) OV4T5 MDL# GEN-5 MFG. BY FUJI GLEAN USA WEIGHS 465 L55., REPRESENTING THE FIN. SRADE DOWNWARD FORGE FOR THE STRUCTURE. THE PROPOSED STRUCTURE WILL BE PARTIALLY SUBMERGED TO A DEPTH OF 0.32' (1.10 CORROSIVE MINUS 0.78). RESISTANT GEN-5 STRAP I NG THE VOLUME OF GROUNDWATER DISPLACED BY THE STRUCTURE V = AREA x SUBMERGED OW75 (TYP. OF 2) DEPTH (757)(3.67)(0.32) = 6A OF. THE WEIGHT OF THE WATER DISPLACED BY THE PARTIALLY 5UBMERGED STRUCTURE W = METER 6A OF x 62.4 L55. PER OF = 555 LBS. HIGHEST INCOMING SERVICE EXPECTED APPLYING A SAFETY FACTOR OF 1.5, THE UPWARD FORGE (BUOYANCY) EXERTED ON THE EPDXY BOT=0.78 6W EL=1.1 PARTIALLY SUBMERGED STRUCTURE 15 555 x 1.5 = 555 LB5. COATED . DEDICATED ANCHOR 15 AMP BREAKER THE DOWNWARD FORGE OF 463 LBS. 15 LESS THAN THE UPWARD FORGE (INCLUDING EYE BOLT 6"X(5"X6' LONG SAFETY FACTOR OF 1.5) OF 533 LBS. AND, THEREFORE, AN ADDITIONAL 278 LB5. OF (TYP. OF 4) CONCRETE BEAM5 120V At,, 10, 601-1Z, IS AMP POWER SUPPLY ENGINEER'S CERTIFICATION s DOWNWARD FORGE 15 NEEDED. #12-2 AWG WITH GND IN I" PVC CONDUIT END VIEW DETAIL MAIN "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL USE (2) 6"x6"xb' LONG CONCRETE BEAMS = 3.0 OF SERVICE SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY THE ADDITIONAL DOWNWARD FORGE PROVIDED = 3.0 GF x 150 LB5./CF = 450 LB5. SCALE: NTS PANEL ELEG. CONDUIT DIRECTION.BASED UPON A CAREFUL AND THOROUGH STUOY`OF'THE..SOIL, OWT5 WIRING PER MFG. SITE AND GROUNDWATER CONDITIONS,ALL FACILI 6- ASIPROPOSED" N CONFORM TO THE SUFFOLK COUNTY DEPARTMENT HEALTH SERVICES -1/2' VENTILATION PIPE CHAMBER Volume(gal) HARDWIRE CONSTRUCTION STANDARDS IN EFFECT AS OF THTSbATE" SCUM BAFFLE B . , (D Sedimentation Chamber 277 {• o04 (2) Anaerobic Filtration Chamber 218 I '-10 '-7 o Q Aerobic Contact Filtration Chamber 127 r N ECIRCULATION U Storage Chamber 63 N = AIR LIFT PUMP © Disinfection Chamber z ;:tea ' + 60• e�+� '� � 4 O ISINFECTION Total Volume 74y GROUND 5JE RHOMBUS MAGIOOR FUJIGLEAN a CYLINDER (OPTIONAL) CONTROL AIR BLOWER AERATOR HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n 9 PANEL THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 4' INLET PIP OUTLET PIPE SPECIFICATIONS DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 o A 4 A Anaerobic Media PP/PE Filling Rate 32% ELECTRICAL ONE-LINE DIAGRAM © Board Type Aerobic Media PVC/PP/PE Filling Rate 16% Aerobic Media PP/PE Filling Rate 57% '---EFFLUENT Blower 2.8 cfm SURVEY FOR INLET BAFFL ® AIR LIFT PUMP Tank © Piping PVC/PP/ PE © Aces Covers Plastic/Cast Iron NOTE: ALL CONDUITS BETWEEN PANEL AND RICHARD JERSEN & KASIA JENSEN Disinfectant(Optional) Chlorine Tablets TREATMENT TANK MUST BE SEALED TO PREVENT LOT 75 RECIRCULATION PIPE LOW BLEAFF1/2' AIR INTAKE GAS LEAKAGE INTO PANEL. "AMENDED MAP A PECONIC BAY ESTATES" (CLEANIOPENING) FLOW OPENING (TYP, B USE ALARM/CONTROL PANEL MDL#1045040 q FOR WIFI COMMUNICATION DEVICE; at Arshamoma ue, Town of Southold PLAN VIEW 4' MANHOLE CONTROLLER "G" MFG BY 5-IE RHOMBUS Suffolk County, New York I 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP ISINFECTION n CYLINDER (OPTIONAL) ALARM/CONTROL r LOW OPENING PANEL MDL#1041cl72 BUILDING PERMIT SURVEY CONTROLLER "A" z 1'-0 . 1'-2' ❑ARD TYPE MFG BY 5JE RHOME"sU5 CONTACT MEDIA 4 :4� - 0 CONTROL PANEL MOUNTED �L County Tax Map District 1000 Section 53 Block 06 Lot 21 - = N 4"x4" PRESSURE FIELD SURVEY COMPLETED SEPT.08,2021 9 TREATED WOOD PO5T5 MAP PREPARED SEPT.09,2021 Record of Revisions I INSULATED REVISION DATE 5'-5' ® 5'-5' ECIRCULATION z AIR WEATHER GENERAL AMENDMENTS MAR,09 2022 4'-4 BP DATA SEP.19-2022 Q ASSEMBLY BLOWER ESI5TANT , " 4'-3 ' a'-2 ' M BLOWER GENERAL AMENDMENTS DEC.06 2022 ENCLOSURE GENERAL AMENDMENTS JAN. 16,2023 © GENERAL AMENDMENTS JUNE 09,2023 FIN. GRADE AMENDED BUILDING PERMIT DATA OCT.17,2023 EROBIC MEDIA ELECTRIC SUPPLY GENERAL AMENDMENTS OCT.27,2023 TO BLOWER GENERAL AMENDMENTS NOV.17.2023 w ERATION ASSEMBLY o TO FUJIGLEAN } OWTS SPLICE BOX GO SECTION A-A VIEW SECTION B-B VIEW AIR LINE TO o LEGTRIGAL SUPPLY FUJIGLEAN OWTS Scale: NTS I/A OY4T5 MDL. GEN-5 MFG. BY FUJIGLEAN USA CONTROL PANEL 4 BLOYeR JOB NO. 2021-0240 SCALE: NTS DWG. 2021_0240_bp5 2 OF 3 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EMSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE 10T TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(J)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSDNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. \ 400 Ostrander Avenue, Riverhead, New York I1a01 \ (fl tel. 631.727.2303 fax. 631.727.0144 \ A SLT admin®youngenglneering.com \ �di�i5\off, ES�a�e gay \ S�bPpeC°n\o�pte0 1 4" STONE BLEND 41mq ed Map PUb\.c G \ N TT AMe>nd `DWe11�n9`�'th �SOC.OF OV 5E E goR�o o v S61°09'04"W � Howard W. Young, Land Surveyor \ 5ED Q05E PMN 00 P-1- r 3.31' P P o Thomas G. . Adomt, g' Professional Engineer \ ??- R PROS�O0 fON`� cpN 1132 - 509°01'57"E Douglas E. Adams, Professional Ewen r \ I(A 2 �`0 (f1 Daniel A. Weaver, Land Surveyor SA STEM �3gE.$5 �� . ��16.29' %:�, f< Z., .;�,. \ Sy po oFEM�pZ° _ 3.2i ��",` A� T ARV O "".•........~' -....^""'� y" _•....,,.. /I :,.,i: /' :>ii%`%i \ gE A PNAN�YJT p5 '^ OOF PCCORDSCAN°A r'"ate _ RPR DN5 rs _' �.�, LT � •4'.WIDE"� \ A� s� — 611 STABILIZED SOIL BASE \ POSED��A1,1, AC \b°t` \ M;FENC>r NA-Ii)RA1 (p PRO TNG E 35 E RET1AI3N°QO �O„E� 3.o E” E�5\1, R \\l\tEERND���gpez 5 °I �ORECK oG F '01. m Z STO NE BLEND PA\/EMENT SECTIONv, 3- , 14 -F pF UP oNTS 36 /o' D 6.35 Lot 75 FFL o p o V5 �Q 4.38 4 EVEC�SCE 7.0* LP *7.0 1; i m "fit NEMovE° 4.47 \ SERV L i—� SN „`tv1 R 5Eb m t + m 2 LP P M r, 0oR ` ~w e .` `CMF o b �o 4.1 35. ,N/.,,.z v- ;? s " lti a"1= r y b .0 7.0* + 4�.74gANRC ECK3 N 1 FE *7.0 o;05 Ftirn t 1 \ TSZS lo- ON pmin min OP05ED Dr'-Cy)^'Mc5 DRAINAGE CALCULATIONS . J � *,+ L6XOtiP USN ETpaoN Fv *6.5 Z &C, . 9 IOF DIVOLUME REQUIRED(ROOF AREA 1) I r t rJ 5`ONCB�Py NY ' 0 0 V`1 N SIMT S0.FT, , 575 SF x 2/12 x 1.0 =96 CF Q5 VOLUME PROVIDED WPt�R USE FRENCH DRAIN 'A' 4 �XT5'Vl,rE-CO6b CPN° 2'D x 125 SF x 0.40 = 100 CF •a FRP SERy °ONE 6 LT 4.2 3.42 6ARPGS " 'Cafies t OP05Eb Ubdi�iS\o iG gay ES VOLUME REQUIRED(ROOF AREA 2) \ +419 \\ PNCE PROOF ea MaP AW hpu```Watery / / 416 SF x 2/12 x 1.0 =69 CF \ VOLUME PROVIDED \\ \ 501 EDV 1 K' �,PAMev\d tOWe\bn9 , , / USE FRENCH DRAIN'B' PR0P05 TNG W A / I'D x 200 SF x 0.40 =80 CF \ 20 0 10 20 40 60 Scale: 1" = 20' 211 To X11 STONE ENGINEER'S CERTIFICATION no,maA�TI1u� ui XiSI'ING GRADE "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL EXISTING GRADE VARIES SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY n DIRECTION.BASED UPON A CAREFUL AND THOROUGH 5T DC7Fr�Ft OIL, C11EL=4.0 _ SITE AND GROUNDWATER CONDITIONS,ALL FACILI SAS PROPOSED, W CONFORM TO THE SUFFOLK COUNTY DEPARTMENT HEALTH"SERV CES` p i p A>�I CONSTRUCTION STANDARDS IN EFFECT AS OF S"5AT1=" FILTER FABRIC WOMEN WIRE FENCE HIGHEST EXPECTED / �/ , '} FILTER CLOTH FRENCH DRAIN HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n NT5 THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 3 O UNDISTURBED DISTURBED AREA FLOW AREA SURVEY FOR RICHARD JENSEN & KASIA JENSEN SECTION FIN.GRADE LOT 75 WOVEN WIRE FENCE �>� ��� ,�;�;���� � �>� �\ "AMENDED MAP A PECONIC BAY ESTATES" S.00l at Arshamomaque, Town of Southold FINISHED SURFACE OF RETAINING WALLS Suffolk County, New York MAY BE CONCRETE FORMLINER PATTERN , OR MASONRY VENEER. 0 FALTER CLOTH BUILDING PERMIT SURVEY CONCRETE TO BE 4,000 PSI AIR ENTRAINED VON' k o - REINFORCING:#3 @ 12"O.C. E.W. z Z �• FIN.GRADE County Tax Map District 1000 Section 53 Block 06 Lot 21 o N Q \j\7\\j\�j\\ \j FIELD SURVEY COMPLETED SEPT.08,2021 LU \�\/ j\j \� MAP PREPARED OCT.27,2023 �T�Ti\T,�i - Q WATERPRooFIN6 ELEVATION` 4 Record of Revisions z REVISION DATE <,:.•';,' O GENERAL AMENDMENTS NOV.17,2023 SILT FENCE NT5 m 1:'w W 0 21_5" 1411 m 1NATERPROOF RETAINING ViALL Scale: As Shown D_ NTS JOB NO. 2021-0240 DWG. 2021_0240_bp5 3 OF 3 DiSalvo, Diane From: Patricia C. Moore <pcmoore@mooreattys.com> Sent: Thursday, September 21, 2023 2:29 PM To: Cantrell, Elizabeth; DiSalvo, Diane Cc: Betsy Perkins; Kylee DeFrese Subject: Fwd:Jenson property 4155 Bayshore Road, Southold Hi Elizabeth & Diane: Please add this email to the Jensen's Trustee's file. The matter was postponed last month and we ask that it be placed back on the November calendar. I am away in October. Thank you Pat Patricia C. Moore, Esq. PLEASE BE SURE TO COPY MY ASSISTANTS ko9t 'r rn�ro areaatys caar ,and f-ytl'c9@IM.xq�r .......... Mailing & Physical Address: Moore Law Offices 51020 Main Road William D. Moore, Esq. Southold NY 11971 631.765.4663 Fax Number: Patricia C. Moore, Esq. 631.765.4643 631.765.4330 www.rnooreatt s.com ---------- Forwarded message--------- From: Paul DeMartino< demol msn.com> Date:Thu,Sep 21, 2023 at 2:20 PM Subject: Re:Jenson property 4155 Bayshore Road,Southold To: Patricia C. Moore< cmoore mooreatt s.com> I met with Patricia Moore, attorney for the "Jenson Property" on September 21, 2023 regarding the placement of a retaining wall along the property line of 4155 Bay Shore Rd., Greenport, abutting my property at 4205 Bay Shore Rd., Greenport. I foresee no objection to this wall, and understand its necessity. Regards, Paul De Martino. Sent from my iPhone On Sep 21, 2023, at 2:07 PM, Patricia C. Moore< cmoore mooreatt s.com>wrote: Hi Paul: I am copying Richard and the architect. We reviewed the location of the sanitary retaining wall and I asked if you could send me a simple note I would send to the Southold Town Trustees confirming that you have no objection to the wall at the property line. You had a similar experience when you renovated your house in 2012 with the obligations to construct a sanitary retaining wall. The wall is a Health Department requirement. We discussed that, most likely, after it is constructed you intend to put some beach stone to the property line up to the wall...consistent with the beach stone currently around your property. The beach stone benefits both properties....the Trustees have asked that we limit turf(no grass) I Jensen's yard will maintain a similar plan-beach stone& natural plantings. You also gave me some good practical suggestions regarding the heat-the community uses propane (above ground tanks). The above ground tanks are recommended due to the flood zone. At your property there were insufficient setbacks for buried propane tanks(even if it had been possible). I thank you again for your time. Your support is greatly appreciated. Pat Patricia C. Moore, Esq. PLEASE BE SURE TO COPY MY ASSISTANTS trz;s,y,@mrorDtbrCtas cpm;,and @c len��rr�r sCtsµcaa?? Mailing & Physical Address: Moore Law Offices 51020 Main Road William D. Moore, Esq. Southold NY 11971 631.765.4663 Fax Number: Patricia C. Moore, Esq. 631.765.4643 631.765.4330 www.mooreattvs.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. z DiSalvo, Diane From: Betsy Perkins <betsy@mooreattys.com> Sent: Friday, September 8, 2023 2:59 PM To: Cantrell, Elizabeth; DiSalvo, Diane Cc: KYLEE DEFRESE; Patricia C Moore Subject: JENSEN;4155 Bayshore Road Good afternoon. Please let this serve as our request to adjourn the September hearing scheduled until the November hearing date. We are coordinating the comments from the NYS DEC and need this additional time to do so. Kindly confirm receipt and thank you for your continued assistance. PLEASE REPLY TO ALL!! Betsy Perkins, Paralegal ........ Mailing & Physical Address: Moore Law Offices 51020 Main Road William D. Moore, Esq. Southold NY 11971 631.765.4663 Fax Number: Patricia C. Moore, Esq. 631.765.4643 631.765.4330 www.nlaoreat�m ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 4 2023SEP So&MdTown Boud of Tr 1 J Glenn Goldsmith,President �ovoCD Town Hall Annex A.Nicholas Krupski,Vice President < 54375 Route 25 Eric Sepenoski y P.O.Box 1179 Liz Gillooly �y • ��� Southold,NY 11971 Elizabeth Peeples lr lop Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: Patricia Moore, Esq. on behalf of ESTATE OF RICHARD JENSEN, c/o RICHARD C. JENSEN, JR., EXECUTOR requests a Wetland Permit to demolish existing 1,205sq.ft. dwelling and garage, 140sq.ft. patio/terraces, and abandon existing sanitary system; construct a FEMA compliant two-story dwelling with 991sq.ft. on first floor, 1,040sq.ft. on second floor, 414sq.ft. attic, a 229sq.ft. seaward side raised deck with a 108sq.ft. splash pool'on raised deck with steps to ground and locking gate; install a ±195.5 linear foot long by 2 —2 Moot max. high retaining wall (covered with veneer stone & cap) around a new I/A sanitary system and install ±180 cubic yards of fill material landward of dwelling; install a 3'x4.5' outdoor shower; install an air conditioning unit stand on north side of dwelling; install a stone blend parking area for two cars; and install gutter to leaders to drywells, and a drywell for pool backwash. Located: 4155 Bay Shore Road, Greenport. SCTM# 1000-53-6-21 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples (I)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABUSH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMFNTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFIIATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W)•SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. HEALTH DEPARTMENT USE 400 Ostrander Avenue, Riverhead, New York Ilaol tel. 631.127.2305 fax. 631.72'T.0144 Nadmin®youngenglneering.com. \ TEST HOLE BY McDONALD GEOSERVICES DATE:08/16/2021 10:30Gm Howard W. Young, Land Surveyor Wath / �� Thomas G. Wolpert, Professional Engineer `DWe��;n9/ ,- EL 3.7 0.0'\ Douglas E. Adams, Professional Engineer- 11 DARK Daniel A. Weaver, Land Surveyor (O 1.0, \ BROWN CLAYEY SITE DATA SILTY \CMF GW EL=1.1 2.6' AREA = 6,771 SQ. FT, \ p WATER IN _71 BROWN CLAYEY *SUBDIVISION-"AMENDED MAP A PECONIC BAY ESTATES" FILED IN THE \ \ SILT OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 19,1933 AS FILE NO.1124. \ N O S (MH) \\ Z m 5.0' * VERTICAL DATUM =NAVD(1988) m WATER IN * SEE FLOOD INSURANCE RATE MAP PANEL NO.36103CO159 H LAST DATED m T BROWN FINE SEPT.25,2009. \ 0�1 es" !"' TO COARSE \ \ ae , div\S\�� goy�s�p't HEAVY GSAND RAVEL * DEPTH TO GROUND WATER = 2 FT. a, 5u ri\o C� AQepgovC OF�ZS�RgAN ', (SW) * NUMBER OF BEDROOM EQUAVALENT =3 C�We;1�a9I" �IMSA,�Q•�l 06 OF v5E = 561°09'0'4"VI/ * OWTS CAPACITY REQUIRED =400 GAL \ e `5 D 0 13.0' * OWTS CAPACITY PROVIbED' �� -., \ \ Op05E 0?0yE RPME N 1 ` 3.31 =500 GAL HIGHEST EXPECTED �ZSPRy 2 .,Col - O?Y�OM� Q13 509°0157"E GROUNDWATER EL=1.1 * LEACHING REQUIRED p 1 = 300 SFSWA \ \ gPN 10 LEACHING PROVIDED ;; ;i =US ;A` LT15RNATE SYSTEM L \ \ CON�Oti� 5y5M COftiX'Tp `3g��$5 y� 3.21 1 �, 16.29 �, i'' '1� 2 rliq p✓ \ f 2uw \ DAN } APPRO�p O 5yE0iN J N 1 1 Z OAR 5A ANOON vpgt) O Q It SE\ BL RpR00f 6ACN55'CANDARpS �1 1 Z 1 � �` � �r�t't)�G.f To\\ E� A� St cUN .. a 1 0 1 N �� \Iq \ o RE C O NZNG A 3.02 X. 23 5, o LG 11 704.31 1 N O 9 m O , G r ENGINEERS CERTIFICATION \ \ 11 O E i 5' g,' -6•Q t j cZi w �° -A Z "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL \ CMF N / o' 2 Y {v G m N X* m 6.35 S p 1 I \ 6, �,� SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER Y j o 3.65 \o'M ( FFL G L T c' O Lot 75 \�_,' ;\ p o�p; o$ .0 1 c 1 n ✓ O O DIRECTION.BASED UPON A CAREFUL AND THOROUGH �, Q 44 SOIL, \ * E r'` ttt3 m N O o O (n \! n m G v Z SITE AND GROUNDWATER CONDITIONS,ALL FACI S,AS P PCIS D /\ a.3s , '4 �1Eoe 7.0* 1P *7.0 o N\ ; t4 Y\. �o ° O a 1 p m Z 5. ..�. �Q \ m CONFORM TO THE SUFFOLK COUNTY DEPARTMEN F�)H W, ER. ES.I `i 4.47 yERV S 1 a .�x \ �L,O Q m 't 1 p O o D O , + n° \ tl g50' ., ,o O o CONSTRUCTION STANDARDS IN EFFECT AS OF �`' TE f ( Lp 4.1 �t 1 CMF mho ( �o 10p X \ 3 \ ; 7.0*.�$, 6� F1 TN oN y\ p �v� o _ +4.74 * 1E 1 "' G� r 1 11r z, H i cn L i 7.0 ROCK _ 't l E '• r?-.i�? r 3Ae� 4) a 0 / 1` _ DRAINAGE CALCULATIONS . s•\A 9 8089, E0_S89v, N.Y.S.L.S.N045893n HOWARD W.YO 57 25 *7.5 CFL sSON°N THOMAS C.WOL N.Y.S.P.E.NO.61483 v `. �P VOLUME REQUIRED(ROOF AREA 1) S *6.5 e OF J \ DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 �•a �' h \ - 9 PoyEo y' t . - ..._ TT o µo�sE LZNENCE '. 575 5F x 2/12 x 1.0 =96 CF _- _.., 1 J \\ O _� Es�Ay ��' °OO'd0 w SZ��FE , VOLUME PROVIDED y \ 5 2 Yo pR�VE , 513 StoNti R USE 3 LEACHING GALLEYS(LG): SURVEYOR'S CERTIFICATION-- j \ Q r�� - � 0p05Eb 5N0WGR (3)8.50x4.75x1.25' DEEP GALLEYS = 120 CF * gKa «Atm OF ' �4.20 2* ME EXT SERYSCEoOp\vD PR DOOR WE HEREBY CERTIFY TO RICHARD J E N S E .�'.�" S.iA o \ CMF F PRAGE AgAN 0VS ��16 es'T VOLUME REQUIRED(ROOF AREA 2) J E N S E N THAT THIS SURVEY WAS PREPARED I A�CZ)R�(N�WI ., � o \ r r 3'42 e 05E� �'d`v�g�on goy Est 416 SF x 2/12 x 1.0 =69 CF CODE OF PRACTICE FOR LAND SURVEYS ADOPTED,,$Y ,NEW YORK5-VA 7 o \ +419 \ PROR 5u A Qeoor\c �ater> VOLUME PROVIDED ASSOCIATION OF PROFESSIONAL LAND SURVEY;E �25. USE 2 LEACHING GALLEYS(LG): ¢� .� a Z (2)8.50x4.754.25' DEEP GALLEYS = 80 CF + n "' - 6) \ pR0p05NGWA Za ,m l \ \\ RES ASN /' - NOTE5 �O 68,93 / I. THE OWTS SHALL BE MODEL GEN-5 MANUFACTURED BY FUJIGLEAN USA. HOWARD W.YOUNG,N.Y. .S.NO.4 3 \ DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 '`q�_D SV�''� 2. THE PE516N ENGINEER, FUJIGLEAN USA REPRESENTATIVE, AND 5GDH5 REPRE5ENTATIVE5 SHALL OBSERVE THE INSTALLATION OF THE OWT5 AND \ LEACHING S'T 5TEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. Z - / SURVEY FOR - CMF �6\ ,/ � 3. THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERRICHARD JENSEN & KASIA JENSEN VISION OF A FUJIGLEAN USA REPRESENTATIVE. LEGEND \ \ 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE LOT 75 ALF ao wa�op ALUMINUM FENCE \\ \ T11;thpub`1c�pt2rl MAINTENANCE SUFFOLK CONY DEPARTMENT OF HEALTH SERVIGER MUST B5 (SGDHITTED TO S) PRIOR ��AMENDED MAP A PECONIC BAY ESTATES" s CC =CONCRETE CURB \ \\ `�Wel�tn9 ACCORDAN ETo L Or' THE I/A ONTS WITH ARTICLE I9 OFT"HISTRATION B'f THE 5r-DHS IN E SUFFOLK COUNTY 5AN TARP CODE. at ArShamomaque, Town of Southold CLF =CHAIN LINK FENCE , \ \ Suffolk County, New York N CMF =CONCRETE MONUMENT FOUND \ N CMS =CONCRETE MONUMENT SET \ \ -/ ' -/ ADJAG�NT AREA LOT G01( RAGE BUILDING PERMIT SURVEY C4 CSW =CONCRETE SIDEWALK \ DI = DRAINAGE INLET EOP EDGE OF PAVEMENT ADJACENT AREA = (5,111 Sa. FT. = o \ , County Tax Map District 1000 Section 53 Block 06 Lot 21 a IPF =IRON PIPE FOUND % \ - / EXI5TIN6 o OL =ON PROPERTY LINE \ w \ / ! I STORY FRAME HOUSE = 857 50, FT. = 12.7% FIELD SURVEY COMPLETED SEPT.08,2021 RO =ROOF OVER oh \ a \/ GARAGE = 348 50. FT. = 5.19'0 MAP PREPARED SEPT.09,2021 WIF =WIRE FENCE \ A C\ r� LANPIN65 $ STEPS = 75 5a. FT. = 1.1% WDF =WOOD FENCE \ WlthpUb1icwpte ASPHALT DRIVEWAY = 3301 50. FT. = IA% Record of Revisions WSF =WOOD STAKE FOUND \ �We��Tn9 PATIO = 128 5a. FT. = 0.690 REVISION DATE W55 =WOOD STAKE SET \ � rQ, =UTILITY POLE TOTAL = 1,747 50. FT. = 25Z% GENERAL AMENDMENTS MAR FIA 2022 BP DATA SEE 19 2022 = FIRE HYDRANT \ PROPOSED GENERAL AMENDMENTS D C 06 022 • =END OF DIRECTION/DISTANCE / \ 2 STORY FRAME HOUSE = 991 50. FT. = 14.696 GENERAL AMENDMENTS JAN.16,2023 \ WOOD DECK = 229 5a, FT. = 3.4% GENERAL AMENDMENTS JUNE 09 2023 POOL = 108 50. FT. = 1.690 ADD DRAINAGE AUG. 9,2023 - TOTAL = 1,525 50. FT. = 19.690 m 20 0 10 20 40 60 ISLAND VIEW Scale: 1" = 20' a LANE JOB NO.2021 0240 DWG. 2021 D240-bp4 1 OF 2 f• �P O k��o� Z Z 0 C, rn rn v��tiP�P m m 0% co PROPOSED RETAINING WALL, AVERAGING FROM 2' -2.5' IN HEIGHT FROM(E)GRADE 64'_4^ APPROXIMATE PROPERTY LINE rn — — — — — — — — — — — ::.:.::..:_......::.::.:...........:.:.....:..::.....:.:....:::::.... :...:..:::.....:..-.....:...... ...:............:::....:.:.. Lot 75 23.5' Subdivision - o ii.0' „ "Amended Map A TIE LINE ALONG N PORTION OF YARD RAISED p N Peconic BayAPPROX. HIGH TO ACCOMMODAT D ''' COMPLIANT IA SYSTEM N „ WATER MARK AS _ Estates LOCATED BY YOUNG 00 00 &YOUNG 09/13/2021 Occn v 0 I 11.0' rn I m L_ . . — -.0— . — . �.. f 21.0� r PERMEABLE DRIVEWAY S.CD rry��, (2 PARKING SPACES) o ��5QPV1.S• ._................................ ............................... .. 64'4' Q TOTAL APPROXIMATE RETAINING WALL LENGTH = 195'-5" �9T�0.25 231( OF NOTE:ALL DIMENSIONS SHOWN FOR THE PROPOSED RETAINING WALL ARE APPROXIMATE AND THE FINAL LENGTH WILL BE DETERMINED ON SITE C E C47 E D J U L 1 3 2023 0 So!t uld Town Board of Trustees " FOLEY FIORE ARCHITECTURE 16 January 2023 316 Cambridge Street Cambridge MA 02141 617.547.8002 4155 BAY SHORE RD Proposed Site Plan 16 ff = EXISTING LOT COVERAGE EXEMPTIONS (280-4) LOT COVERAGE BREAKDOWN - CORNICES, EAVES, GUTTERS, CHIMNEYS AND FIREPLACES PROJECTING NOT MORE THAN 28 INCHES FROM EXTERIOR WALLS - BUILDING AREA (HOUSE AND GARAGE) 1205 SF - STEPS AND OPEN PORCHES, PROJECTING NOT MORE THAN FIVE - BALCONIES N/A FEET FROM EXTERIOR WALLS AND HAVING AN AREA OF NOT MORE - TERRACES, PATIOS, DECKS AND OTHER 140 SF (PATIO) THAN 30 FEET STRUCTURES ABOVE FIN. GRADE - FIRST-STORY BAY WINDOWS PROJECTING NOT MORE THAN - SWIMMING POOLS, TENNIS COURTS, AND N/A THREE FEET FROM EXTERIOR WALLS AND EXTERIOR CELLAR DOORS OTHER SIMILAR STRUCTURES PROJECTING NOT MORE THAN SIX FEET FROM EXTERIOR WALLS 1345 SF TOTAL LOT COVERAGE CALCULATION - BUILDING AREA / LOT AREA 1345 SF ZONING ANALYSIS 6771 SF - EXISTING LOT COVERAGE 0.198(19.8 %) - ALLOWABLE LOT COVERAGE (20%) 1354.2 SF 22 December 2022 4155 Bay Shore Road Greenport, NY 11944 PROPOSED Lot size(40,000 DISTRICT quiirred) 67710: Residential Low-Density Max.FAR LOT COVERAGE BREAKDOWN - BUILDING AREA 991 SF Existing Proposed Allowed - BALCONIES Lot Coverage(20%) 19.86% 19.61% 1354 - TERRACES, PATIOS, DECKS AND OTHER 229 SF Front Yard Setback(35') 32.7' 52.5' 35 STRUCTURES ABOVE FIN. GRADE Side Yard Setback(10') 3.9' 6.2' 10 - SWIMMING POOLS TENNIS COURTS AND 108 SF Yard,Both Sides(25') 4.8' 10.8' 25 OTHER SIMILAR STRUCTURES Rear Yard Setback(35') 42.8' 35.0' 35 1328 SF TOTAL Building height(35'max) 18 34 35 Number of stories(2.5 max) 1 2.0 2.5 LOT COVERAGE CALCULATION S � iQ - BUILDING AREA / LOT AREA 1 328 SF ITEMS IN RED ARE POTENTIALLY NON-CONFORMING � QQ.� R1 � 6771 SF - PROPOSED LOT COVERAGE 0.196(19.6 %) E C 111 - ALLOWABLE LOT COVERAGE (20%) 1354.2 SF JUL 1 3 2023 �1 son, old Towfl { Board of TrustEes__w 16 January 2023 FOLEY FIORE ARCHITECTURE 41 55 BAY SHORE RD Zoning Analysis 316 Cambridge Street Cambridge MA 02141 617.547.8002 PROPOSED FLOOR AREA PROPOSED= 991 SF A0.0 23'-6" .� 42'REF. _ KFAST NO FW/0 AHU B gwO DIN 1 106 I\I LAUNDRY/MECH HW 100 KIT HEN 10'-6•X 9'I0' 75 DW t----y I S-0'x 7 2'-6' DN TO I TE W k � GRADE GATE I IHI � /y TRASH I Y F ! I I h 2 ENTRY HALL A0.0 01 o • Q PANTRY O POOL PDRRM (6-.01.191.01) I µUD LMNG AR 1 0203 I I 102 II1-0. 9'-0. I 4'-6' 9•-0. 104 TOP OF PROPOSED + RETAINING WALL TO Lj BE ELEVATION 6.5'± z— GAS FIREPLACE ' • G�E®/q ' OUTDOOR UP 16R • • v Lr I I --- ----- --- t I I.'I•I I •I• I I �lyQ��f��.�+OR�/f��`'C� SHOWER SHELVES 1 23'-6' DN TO top — PARKING SPACE(9'X19') // PARKING SPACE(9'X19') GRADE 34'-6' O, 4 �O 0255 9 Q� OF 11m,E A31 APPROXIMATE PROPERTY LINE EIV E JUL 1 3 2023 I SQuttlold TOwn Board of TrllSIP,3S 16 January 2023 FOLEY FIORE ARCHITECTURE �� BAY SHORE RD Proposed First Floor Plan si'= 1'-0" 316 Cambridge Street Cambridge MA 02141 617.547.6002 PROPOSED FLOOR AREA PROPOSED = 1040 SF 1 A3.0 34'-6• o El 0 F2.G F20-61 PRIMARY BEDROOM 64'X7'-4' 205 11'.6* 11'-6' O BATHROOM 201 Ill'-6•X 6'-6' ♦♦ STAIR HALL O GABLE 200 6'-6'.9'-9' T PRIMARY BATH A3.0 C _ 10 0048-0' A3.1 DN ISR Iy�I I I • BEDROOM 202 El 1:1 ML -F= T7 ❑ BEDROOM 203 13'-7'X 11'-6' UP 14R vDOOR BELOW .D,q�,� 34'-6' t A3.1 �-9� �•025 �OQ� E C V E S IN � J U L 1 3 �- 2023 LLSol�ihold Tmfi Board of Trustees_ k FOLEY FIORE ARCHITECTURE 16 January 2023 316 Cambridge Street Cambridge MA 02141 617.547.0002 41 ,5 5 BAY SHORE R D Proposed Second Floor Plan 8 IF—1 r'Qrr PROPOSED FLOOR AREA PROPOSED =414 SF AJ.O - - - - - - - - - - - - - -- - I I I /SAVE SPACE 34'-6' WALL INTERSECT WITH RAFTERS AT 5'-0' = ATTIC STORAGE •� AJ.O F30-DI ON 14R WALL INTERSECT WITH RAFTERS AT 5'-0' 1AVE SPACE II II F-D Apo jv��54��Ls.F1aR y�� g AJ.1 f E C EDT' E J U L 1 3 2023 PDm N I { Southold Tovm f FOLEY FIORE ARCHITECTURE Board ofTrdstees ( 16 January 2023 316 Cambridge Street Cambridge MA 02141 617.547.6002 4155 BAY SHORE RD Proposed Attic Plan 81 AJ.O - - - - - - - - - - - - I I I - SLO EDN 10:12 10:12 I I I `A��Y F I12:12 SLOPE DN 2 AJ.1 12:12 L SLOI E DN 10:12 10:12 I I I L - - - - - J J U L 1 3 2023 Southold Town Board of Trustees _ FOLEY FIORE ARCHITECTURE 16 January 2023 316 Cambridge Street Cambridge MA 02141 617.547.6002 4155 BAY SHORE RD Proposed Roof Plan 8 4 PROPOSED ATTIC CEILING I �251 1 PROPOSED POSED ATTIC SUBFLOOR - I IIHIII 1 I I ! 1 t NATURAL CEDAR SHINGIE SIDING H if il III 11 12 13 r 15 h PROPOSED SECOND FLOOR SUBFLOOR 1 V I PAINTED EXTERIOR GRADE WINDOW TRIM 1 I I I 1 2 5 FIRST FLOOR ELEVATION DETERMINED BY FLOOD ZONE I =O O10 AE6,PROPOSED FF El8.5) PROPOSED WEST ELEVATION fill 11 111111 11 11':�:.1'.%i. _ V T.O.FIRST FLOOR SUBFLOOR 7 I I r � I i I r 1101111111111 1 h PROPOSED ATTIC SUBFLOOR 1 I 1 I t 1 I 1 II EFzA :< 4Q' 22; I i 23 I 24 PROPOSED SECOND FLOOR SUBFLOOR r I'1w I 1 I ili �L I I I I 1 I aSPI�',9�NQ.025523 OI 1 1 DF _ _ I h T.O.FIRST FLOOR SUBFLOOR „—^I�,. C E � BQ�-- °SED NOR ELEV 10 JUL 1 3 2023 FOLEY FIORE ARCHITECTURESoutWd Town 16 January 2023 AA 316 Cambridge Street Cambridge A 02141 617.547.8002 4155 BAY SHORE RD Board of Trustees pr`0osed Exterior Elevations 8 F' =1'o" $PROPOSED ATTIC CEILING STANDING SEAM METAL ROOFING,COLOR TBD 4 PAINTED ERTERIOR GRADE FASCIA I i 26 PROPOSED D ATFIC SUBFLOOR I - V I PAINTED EXTERIOR GRADE WINDOWTR IM o ALUMINUM CLAD WOOD WINDOWS AND DOORS G U i 18 � 19 20 I 21 V PROPOSED SECOND FLOOR SUBFLOOR I I — 11 Jill SHINGLE SIDING Tr.-- 'a•=-'a `w.�„_a"' -=`xt ..'.$�L..�.>."'-t r�'-:> >.� 8 I r I `.{ I ,fI WOOD PLANKING AT'SASE' 1 4 T.O.FIRST FLOORSUBFLOOR E-- PROPOSED EAST ELEVATION STANDING SEAM METAL ROOFING, I�1 JJD E C E li' 3� E COLOR TBD it J U L 1 3 2023 t�" I _ PROPOSED ATTIC SUBFLOOR SOUiR1riId Town I , Board Of IIfl1StEES 3 I I Rc F/ � S. p T r� WOOD BRIS SOLEIL `W WOOD TRIM AND PLANKING1"I t } { 1 PROPOSED SECOND FLOOR SUBFLOOR _ T IT EXT.GRADE WOOD OVERHANG I 1 1 I 1 I EXT.GRADE WOOD @OUTDOOR SHOWER L I 1 CABLE RAIL SYSTEM WITH METAL o.02552''�Q@- i POSTS AND WOOD HANDRAIL - 4 6 1 _ I BLUESTONE CAP AND NATURAL STONE n VENEER OVER RETAINING WALL,HEIGHT I T.O.FIRST FLOOR SUBFLOOR OF WALL 6S'± PROPOSED OUTH V TI If I I .I I rl 11 1 II 1 M 11-S- FOLEY FIORE ARCHITECTURE 16 January 2023 316 Cambridge Street Cambridge PAA 02141 617.547.8002 4155 BAY SHORE RD Proposed Exterior Elevations 8 fT—1 Orr VL M. i•r of y y t 'f t 00r . a� n. i r. '.a . 4k.. �•._ PIER LINE BETWEEN PRINCIPAL STRUCTURES ON IMMEDIATELY ADJACENT LOTS w. 11 y3 K JULTown Board of Trustees REQ AR 'va 0255�� Qk N FOLEY FIORE ARCHITECTURE 16 January 2023 316 Cambridge Street Cambridge MA 02141 617.547.8002 4155 BAY SHORE RD Pier Line Diagram-Proposed Design Not To Scale �y�FOt,t Town of Southold Annex4 54375 Main Road Southold,New York 11971 PRE EXISTING CERTIFICATE OF OCCUPANCY No: 37282 Date: 11/12/2014 THIS CERTIFIES that the structure(s)located at: 525 Island View Ln, Greenport SCTM#: 473889 Sec/Block/Lot: 57.-2-26 Subdivision: Filed Map No. Lot No. conforms substantially to the requirements for a built prior to APRIL 9, 1957 pursuant to which CERTIFICATE OF OCCUPANCY NUMBER Z- 37282 dated 11/12/2014 was issued and conforms to all the requriements of the applicable provisions of the law. The occupancy for which this certificate is issued is: wood frame one family dwelling(seasonal occupancy)with sunroom and accessory shed.* The certificate is issued to Janes, Catherine (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED *PLEASE SEE ATTACHED INSPECTION REPORT. Autho Siihature • BUILDING DEPARTMENT TOWN OF SOUTHOLD HOUSING CODE INSPECTION REPORT LOCATION: 525 Island View Ln,Greenport SUFF.CO.TAX MAP NO.: 57.-2-26 SUBDIVISION: NAME OF OWNER(S): Janes,Catherine OCCUPANCY: ADMITTED BY: Gregory Hallock SOURCE OF REQUEST: Janes,Catherine DATE: 11/12/2014 DWELLING: #STORIES: 1 #EXITS: 2 FOUNDATION: Locust Posts CELLAR: None CRAWL SPACE: None BATHROOM(S): 1 TOILET ROOM(S): 1 UTILITY ROOM(S): PORCH TYPE: Sunroom DECK TYPE: PATIO TYPE: BREEZEWAY: FIREPLACE: GARAGE: DOMESTIC HOTWATER: Yes TYPE HEATER: Electric AIR CONDITIONING: TYPE HEAT: None WARM AIR: HOT WATER: #BEDROOMS: 4 #KITCHENS: 1 BASEMENT TYPE: OTHER: ACCESSORY STRUCTURES: GARAGE,TYPE OF CONST: STORAGE,TYPE OF CONST: small shed SWIMMING POOL: GUEST,TYPE OF CONST: OTHER: VIOLATIONS: REMARKS: INSPECTED BY: GARYF DATE OF INSPECTION: 11/18/2014 IA!c 4 TIME START: 10:30am END: 10:50am RNA ?IPLU �Ry FR�'� 14136 —r 51 00M) 509001'57"E r 16.29' t ' �N pe + c.Of�7` ea �3 D�5 3.21 ti ` o e �x.�SYy FF �oF i 1 � y SLOW, sp BSN°°��` Bb QQF �rO". h gpRpS RPR oHs s �1 r+ 1 PRS �yzN6 ate£" 235 N' ti Z 4.31,1 .c m �, AZ „ 3.0z s ' fir t w o w UN O °�+ R oQQ'Qq `ti tl x 1 W % N G CMF 116.35 1 1 4ti fi - 3.65 3FFL x -o �, �1 -s1 1 G ip r er L rn}�a o 0 75 ��ri 5 = `,',11 n`�t�n Q A �, t sn G q • eA 4c 7.0* V? *7.0 2 / l,P b e►O '1 °ti 35' CMF G`° FE OP LP 4.9y�,.v ,� t31 3•�$„r` yrs f� r E OO 'r1 Lq5 � y1 , � �� ay p Q 7.b*i 1� *7.0 , �Q 5 f. 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V 9f �.. a a4 ♦ A'y u.'PF. v�b ;� ��a'k.�z.._.W. .xZaki R'� a x w -.�y, if?� a_ 4s a '.� R�•'� - �" Asa sVw t° 5• La All R ww x � y ,,.� y�C •k �.,q n w o=tIt + 4 Yom:.'.Cs z a a'w, —. • # tti i ' fE'CFC NCi `1 0. - f - TARP DR E N � � a[s ssc Nu.es, ` .. \ a•'k' A +� ... /—/��— e:«... COUNTY OF FO SUF LK�9 Nom a ,oN cnan No —�_— _— „a,,,,,, —Rro_—•—— • \_RJ �� — — w.. :-� h-1 Trope, I kg'—y N a Y " , 6 Rou,,,ow 053 . .� . s w OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: September 8, 2023 Re: LWRP Coastal Consistency Review for ESTATE OF RICHARD JENSEN, c/o RICHARD C. JENSEN, JR., EXECUTOR SCTM# 1000-53-6-21 The ZBA granted a variance for the proposal in May 2023 (7764) Patricia Moore, Esq. on behalf of ESTATE OF RICHARD JENSEN, c/o RICHARD C. JENSEN, JR., EXECUTOR requests a Wetland Permit to demolish existing 1,205sq.ft. dwelling and garage, 140sq.ft. patio/terraces, and abandon existing sanitary system; construct a FEMA compliant two- story dwelling with 991 sq.ft. on first floor, 1,040sq.ft. on second floor, 414sq.ft. attic, a 229sq.ft. seaward side raised deck with a 108sq.ft. splash pool on raised deck with steps to ground and locking gate; install a ±195.5 linear foot long by 2—2 %foot max. high retaining wall (covered with veneer stone & cap) around a new I/A sanitary system and install ±180 cubic yards of fill material landward of dwelling; install a 3'x4.5' outdoor shower; install an air conditioning unit stand on north side of dwelling; install a stone blend parking area for two cars; and install gutter to leaders to drywells, and a drywell for pool backwash. Located: 4155 Bay Shore Road, Greenport. SCTM# 1000-53-6-21 This recommendation is made with the consideration of the parcel size and location, and the structure will become flood compliant in a FEMA structural hazard area. The limit of the moderate wave action line is landward of the parcel. Nevertheless, structure and build-outs in these areas should be minimized due to the potential of repetitive loss from storms. Setbacks should be maximized. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney John G.Stein,Chairperson co Town Hall,53095 Main Rd. Lauren Standish,Secretary � P.O.Box 1179 r Southold,NY 11971 AL" 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 on Wed., September 6, 2023, the following recommendation was made: Moved by Maggie Merrill, seconded by Shannon Wright, it was RESOLVED to NOT SUPPORT the application of ESTATE OF RICHARD JENSEN, RICHARD C. JENSEN JR. EXECUTOR to demolish the existing dwelling, 1205 sf., which does not meet FEMA requirements, construct new two-story dwelling with a 991 sf. first floor, 1,040 sf. second floor, 414 sf. attic, decks 229 sf. and pool 108 sf. New IA sanitary system in front yard and proposed stone blend driveway. Located: 4155 Bay Shore Rd., Greenport. SCTM#53-6-21 Inspected by: Maggie Merrill, Inga Van Eysden The CAC does Not Support the application because the pool and dwelling are not in compliance with Ch. 275-Setbacks, and the lot coverage is maxed out. Vote of Council: Ayes: All Motion Carried YOUNG ASSOCIATES 631-727-2303 400 Ostrander Avenue, Riverhead,New York 11901 admin@youngengineering.com HOWARD W. YOUNG, Land Surveyor THOMAS C. WOLPERT, Professional Engineer DOUGLAS E.ADAMS, Professional Engineer&Geologist DANIEL A. WEAVER, Land Surveyor August 29, 2023 ATTN: Elizabeth Cantrell, Senior Clerk V. Town of Southold Trustees Office EC K R :s 54375 Main Road P.O. Box 1179 9 Southold, NY 11971 AUG 2 2023 DD RE: Richard Jensen & Kasia Jensen Southold Town Bayshore Road Board of Trustees at Arshamomaque, Town of Southold (21-0240) Dear Ms. Cantrell: Enclosed are three (3) prints,of the Building Permit Survey last dated August 29, 2023, for your use. Very truly yours, 4 S, P G DEA/fg Planning Engineering Land Surveying BOARD MEMBERS �F SOU Southold Town Hall Leslie Kanes Weisman,Chairperson ' , Q1 TyO 53095 Main Road•P.O.Box 1179 Patricia Acampora' Southold,NY 11971-0959 Eric Dantest Office Location: Robert Lehnert,-Jr. 00-l Town Annex/First Floor Nicholas Planamento �Q 54375 Main Road(at Youngs Avenue) 1�y�4UhPll'1,� So#ftMVffb http://southoldtownny.gov d— G ZONING BOARD OF APPEALS M Y 2 2 2023 TOWN OF SOUTHOLD Tel.(631)765-1809 ou o Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF MAY 18,2023 ZBA FILE: #7764 NAME OF APPLICANT: Richard C.Jensen,Jr. Estate of Richard C. Jensen PROPERTY LOCATION: 4155 Bay Shore Road(Adj.to Shelter Island Sound)Greenport NY SCTM: 1000-53-6-21 SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated January 19,2023 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community'impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated April 26, 2023. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject, non-conforming, 6,771 square feet, .201 acre, rectangular- shaped waterfront lot, located in the R40 Zoning District measures 50.00 feet along Bay Shore Road,then runs east 133.34 feet along a residentially developed lot to the south,then runs north 33.28 feet, 16.29 feet and continues 3.31 feet along the`tie line'a the approximate high water mark at the Shelter Island Sound and then returns to the roadway, 141.32 feet along a residentially developed lot to the north. The subject parcel is developed with an existing single- story,wood-frame`ranch'type house and detached single-car garage(to be removed)and proposed two-story,three- bedroom wood-frame house with an attached rear deck and inground pool (subject of this application), proposed waterproof retaining wall,located in the front yard(establishing a plinth to contain a new Innovative Advanced(I/A) sanitary system),proposed single-car parking area,a 10 feet wide non-turf buffer landward of a temporary silt fence (to be used during construction)and a 20 feet buffer seaward of the same temporary silt fence,as shown on the survey prepared by Howard W.Young,Licensed Land Surveyor,and last revised January 16,2023. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124 and Building Inspector's January 4,2023 Notice of Disapproval based on an application for a permit to demolish an existing dwelling and to construct a new single family dwelling at; 1) located less than the code required minimum side yard setback of 10 feet; 2) located less than the code required minimum combined side yard setback of 25 feet; located at 4155 Bay Shore Road(Adj.to Shelter Island Sound)Greenport,NY. SCTM No. 1000-53-6-21. RELIEF REQUESTED: The applicant requests'two variances for the demolition and reconstruction of a single- family residence with a proposed single side yard setback of 6.2 feet where the code requires a minimum of 10 feet and a proposed combined side yard setback of 16.10 feet where the code requires a minimum of 25 feet in order to establish a FEMA compliant structure. The proposed two-story, 3-bedroom residence will have a footprint of Page 2,May 18,2023 #7764,Jensen SCTM No. 1000-53-6-21 approximately 991 square feet with an attached wood deck of approximately 229 square feet and an attached inground swimming pool of 108 square feet;total proposed footprint is 1,328 sq.ft. ADDITIONAL INFORMATION: The applicant is the son of the owner who originally developed the lot. Improvements on the existing parcel are covered by the following-Certificate of Occupancy: #Z-491 dated January 11, 1960 covering a single family dwelling The applicant provided a document illustrating`Existing Site Conditions' coordinated with a submission of several photographs relative to the current condition of the property. Based on field inspection by the Board it is noted that the subject parcel does not have the benefit of a seawall of any type, like those maintained by neighbors on either side of the parcel, and clear evidence of natural tidal,action is visible, including disruption to the structure's foundation caused by erosion. Furthermore, the applicant illustrated that the existing residence was built with a single-side yard setback of 3.9 feet and a combined side yard setback of 4.8 feet. As part of the site's redevelopment the applicant proposes to increase the setbacks to make the house more code conforming. The applicant proposes to construct a new FEMA compliant residence with conforming front and rear yard setbacks. In order to install a new Innovative Advanced(I/A) sanitary system, the applicant proposes to raise the front yard grade by 2.5 feet and contain it within a `plinth' with a retaining wall extending around the front lot lines between adjacent neighbors to the north and south, up to the fagade of the new residence. To comply with FEMA requirements,the applicant will have a first-floor elevation of 8.5 feet conforming to Flood Zone AE6. The applicant provided a proposed site plan,zoning analysis,fust floor plan,second floor plan,attic plan,roof plan, and exterior elevations(all unnumbered)prepared by Paul S.Fiore,Registered Architect and dated January 16,2023. No member of the public or an immediate neighbor spoke in favor of or against this application,however,a resident living across the street from the subject parcel shared their concern relative to construction trucks and worker vehicles parking on the shoulder of the road. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 4,2023 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Bay Shore Road neighborhood,established in 1933 as Peconic Bay Estates, consists of residentially developed upland and waterfront lots of varying, irregular and non-conforming lot sizes most of which were developed prior current zoning. Many lots have been redeveloped or substantially renovated in recent years. It is required throughout Southold Town to renovate to FEMA standards when alterations exceed 50%of the value of the structure's improvement,when located in a flood zone. As a result of the low water table (approximately 2 feet) and proximity to the Peconic Bay/Shelter Island Sound, the redevelopment of this parcel will have little to no visual impact on the community. As currently existing, the residence is actually closer to the side yard lot lines than the applicant proposes in the site's redevelopment. Individuals using Bay Shore Road or Peconic Bay will not be able to distinguish between the existing and proposed setback conditions. However,the need to elevate and retain the grade change of the front yard in order to install an upgraded sanitary system will have a visual impact on the streetscape Page 3,May 18,2023 #7764,Jensen SCTM No. 1000-53-6-21 2. Town Law§267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method feasible for the applicant to pursue, other than an area variance. As a result of the site's original development and the lot's narrow width of 50 feet,almost any structure proposed for this site will require some form of variance relief. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 38% relief from the code relative to a reduced single side yard setback and 35.6% relief form the code relative to a combined side yard setback from the code.With consideration,the applicant could propose maintaining the existing conditions,while making the new residence FEMA compliant and adding a second story,which would have a greater impact on the community. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and install a new UA sanitary system. However, the need to elevate and retain the grade change of the front yard in order to install an upgraded sanitary system will have a visual impact on the streetscape. 5. Town Law 4267-b(3)(b)(5). The difficulty has not been self-created. The applicant's father developed the site prior to current zoning and was issued a Certificate of Occupancy in 1960. 6. Town Law 4267=b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of the demolition and reconstruction of a single-family residence with a proposed single side yard setback of 6.2 feet and a proposed combined side yard setback of 16.10 in order to establish a FEMA compliant structure consisting of a two-story,3-bedroom residence with a footprint of approximately 991 square feet with an attached wood deck of 229 square feet and an attached inground swimming pool of 108 square feet while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD:In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Planamento,seconded by Member Lehnert,and duly carried, to GRANT the variances as applied for, and shown on the survey prepared by Howard W. Young, Licensed Land Surveyor, and dated September 9,2021 and proposed site plan, zoning analysis, first floor plan, second floor plan, attic plan,roof plan,and exterior elevations(all unnumbered) prepared by Paul S. Fiore,Registered Architect, and dated January 16,2023. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant is to'apply for and receive a Suffolk County Board of Health permit for the installation of an Innovative Advanced(UA)sanitary system to service a three(3)bedroom single-family residence. 2. The applicant is to conform with the Town of Southold code and maintain a minimum of two parking spaces on the subject property. An updated site plan is to be submitted to the Zoning Board of Appeals prior to the issuance of the Building Permit. 3. The applicant is to receive Town of Southold Board of Trustees approval and NYS Department of Environmental Conservation approval or letter of non jurisdiction,for the proposed work. 4. All construction and construction equipment,including workman vehicles,are to be contained on site;at no time shall construction interfere with the use of Bay Shore Road nor shall construction vehicles be parked on the shoulder of the road. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void Page 4,May 18,2023 #7764,Jensen SCTM No. 1000-53-6-21 That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Any deviation from the survey,site plan and/or architectural drawings cited in this decision,or work exceeding the scope of the relief granted herein, will result in delays and/or apossible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order,and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above,such as alterations,extensions,demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. EUPORTANT LDUTS ON THE APPROVAL(S)GRANTED HEREIN Please Read Carefully TEVIE LEMTS ON THIS APPROVAL: Pursuant to Chapter 280-146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1) year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes:Members Weisman(Chairperson),Acampora,Dantes,Lehnert,and Planamento(5-0). eslie Kanes Weisman,Chairperson Approved for filing 5'-11 9 /2023 Glenn Goldsmith,President }�� ��� 0Town Hall Annex UlyO i A.Nicholas Krupski,Vice President + �� l0 2It, 54375 Route 25 P.O.Box 1179 Eric $epenoski J [ [ Southold,New York 11971 Liz Gillooly G Q Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application EFyi Wetland Permit Application + N`–w )3 t aw) 19 Administrative Permit JUL 1 3 2023 _ Amendment/Transfer/Extension Received Application: Received Fee: $ 125b. SoutholdTa�rdn 31�L3 Completed Application: 7, 1 Board of Trustees Incomplete:_ SEQRA Classification: Type I__ Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): LWRP Consistency Assessment Form Sent: CAC , AC Referral Sent: Date of Inspection: '7• '�'�. — Receipt of CAC Report: _ Technical Review: Public Hearing Held: •/3��3 Resolution: Owner(s) Legal Name of Property (as shown on Deed): Estate of Richard Jensen, Richard C Jensen Jr. Executor Mailing Address: 18 Tower Drive, Maplewood NJ 07040 Phone Number: 917-617-1739 Suffolk County Tax Map Number: 1000 - 53-6-21 Property Location: 4155 Bay Shore Road, Greenport NY 11944 (If necessary,provide LILCO Pole 4, distance to cross streets, and location) AGENT (If applicable): Patricia C. Moore Mailing Address: 51020 Main Road, Southold NY 11971 Phone Number: 631-765-4330 Email: pcmoore@mooreattys.com __ Board of Trustees Applllk__�on GENERAL DATA Land Area(in square feet): 6771 Area Zoning: r-40 Previous use of property: existing house Intended use of property: new house with deck and proposed pool Covenants and Restrictions on property? Yes =No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? Yes JJNo 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? _Yes =No If"Yes", please provide copy of decision. WAL-this project re any demolition as per Town Code or as determined by the Building Dept.? ✓ Yes No Does the structure(s) on property have a valid Certificate of Occupancy? Yes=No Prior permits/approvals for site improvements: Agency Date letter approval-dead trees 6/19/23 pre-existing house pre-dates Trustees W1No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?_Z_NoE Yes If yes, provide explanation: Project Description(use attachments if necessary): _ see attached Jensen Project Description 1000;53-6-21 Demolish existing house and garage (1205 SF) and demolish existing patio/terraces (140 SF) and abandon existing sanitary system; Construct FEMA compliant Proposed house with 991 SF on the first floor, 1040 SF on the second floor, 414 SF attic, 229 SF deck and 108 SF splash pool on the raised deck. New sanitary system (IA) in the front yard with retaining wall around sanitary (total 195'-5" LF) with max. retaining wall height of 2-2.5' and fill material for new sanitary system(@180 CY) with retaining wall covered with veneer stone & cap, Air conditioning unit on stand north side of house, proposed stone blend parking spaces in the front yard for 2 cars 'oard of Trustees Applitl'-, _ n WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: demolish existing house 1205 SF which does not meet FEMA requirments, build new two story house, proposed house with 991 SF first floor, 1040 second floor, 414 SF attic and decks 229 SF and pool 108 SF new IA sanitary system in front yard and proposed stone blend driveway for 2 vehicles (per ZBA) Area of wetlands on lot: along HWM square feet Percent coverage of lot: 1 % Closest distance between nearest existing structure and upland edge of wetlands: 35 feet Closest distance between nearest proposed structure and upland edge of wetlands: 35 feet Does the project involve excavation or filling? ❑ No ✓ Yes If yes, how much material will be excavated? small equipment cubic yards How much material will be filled? 180 CY cubic yards Depth of which material will be removed or deposited: front feet Proposed slope throughout the area of operations: flat Manner in which material will be removed or deposited: small equipment for installation of sanitary system elevated foundation (FEMA), waterproof retaining wall along front for sanitary system, height 2.5' retaining wall 62' x 50' x 54' x 48' (around front yard) with driveway 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): none i 617.20 Appendix B Short Environmental Assessment Form Instructions for ComnletinE 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 Trustees Name of Action or Project: Estate of Richard Jensen, Richard C. Jensen Jr. executor Project Location(describe,and attach a location map): 525 Island View Lane, Greenport Brief Description of Proposed Action: demolish existing dwelling. Build new 2 story dwelling, deck and pool new sanitary system in front yard with parking over sanitary Name of Applicant or Sponsor: Telephone: Estate of Richard Jensen E-Mail:pcmoore@mooreattys.com Address: 18 Tower Drive City/PO: State: Zip Code: Maplewood I NJ 107040 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 ❑ 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: ❑ W1 Building Dept. Received ZBA 3.a.Total acreage of the site of the proposed action? 6.771 SF acres b.Total acreage to be physically disturbed? TV__Z,000 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 6,771 acres 4. Che I land us at occur on,adjoining an ar the propqSE4action. Urban Rural(non-agriculture) Industrial Commercial [Z]Residential(suburban) Forest ❑Agriculture HAquatic ❑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? I ✓ 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: ❑ W] 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ✓ 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: ❑ FVI 10. Will the proposed action connect to an existing public/private water supply? ;NO YES if No,describe method for providing potable water: Z 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: New IA system W ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO I YES Places? b. Is the proposed action located in an archeological sensitive area? 1/1 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. ntify the typic bitat types that ocn,or are likely to be found on tl�-groject site. Check all that apply: ✓ Shoreline Forest Agricultural/grasslands Early mid-successional ✓ Wetland Urban USuburban 15.Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO If Yes, a. Will storm water discharges flow to adjacent properties? WINO OYES W1 El b. Will storm water discharges be directed to established conveyance systemsff an drains)? If Yes,briefly describe: 0O ES 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: 7 ❑ 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: Fv/1 ❑ 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: � F-1 I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/spons ame: a is C. Moore Date: -� Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsoror 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 I. Will the proposed action create a material conflictwith an adopted land use plan or zoning [I E]regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? E 3. Will the proposed action impair the character or quality of the existing community? F] El 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: 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, a 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 drainageElproblems? 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. Town of Southold-Board of Trustees Name of Lead Agency Date President 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) PRINT Page 4 of 4 Board of Trustees Application County of SUFFOLK State of New York RICHARD C JENSEN JR., EXECUTOR OF THE ESTATE OF RICHARD C. JENSEN, BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE/THEY IS/ARE THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT(S) OR REPRESENTATIVES(S), TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. RICHARD C. JENS?R.,AS EXECUTOR Sworn to before me this day of 3p tip, 2023 l: Notary Publ' Anthony-Lacoste Notary Public New Jersey My Commission Expires 12-08-2027 No.50205037 Board of Trustees Application AUTHORIZATION (where the applicant is not the owner) Richard C. Jensen Jr. as Executor of the Estate of Richard C. Jensen,including premises 4155 Bay Shore Road, Greenport,New York, (sctm: 1000-53.-6-21), residing at 18 Tower Drive, Maplewood,New Jersey, 07040, do hereby authorize our attorney, Patricia C. Moore, to apply for permit(s) and appear before the Southold Board of Town Trustees on our behalf. lVichard C. Jensen Jr as Executor Sworn to before me this day of 30 3 ao ne , 2023 Notary Publ'c Anthony Lacoste Notary Public New Jersey My Commission Expires 12-08-2027 No. 50205037 APPLICANT TRANSACTIONAL DISCLOSURE FORM (FOR SUBMISSION BY OWNER and OWNER'S AGENT) 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: Richard C.Jensen Jr. as Executor of the Estate of Richard C.Jensen,and MOORE,PATRICIA (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 or company name.) NATURE OF APPLICATION:(Check all that apply.) Tax Grievance Variance Special Exception If"Other", name the activity: Change of Zone Approval of Plat Exemption from Plat or Official Map Other Trustees X 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 Complete the balance of this form and date and sign below where indicated. Name of person employed by the Town of Southold: Title or position of that person:_ Describe that relationship between yourself(the applicant) and the Town officer or employee. Either check the appropriate line A through D(below)and/or describe the relationship in the space provided. The Town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the 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 2 Submitted this day f �J(,Z(� 2023 Richard C.Jensen Jr.,as xecutor icia C.Moore APPLICANT/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: Richard C. Jensen Jr., Executor of Estate of Richard Jensen (Last name,first name,itiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee ✓ Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,patent;or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicantlagent/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): fIA)the owner of greater than S%of the shares of the corporate stock of the applimt = (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of 20: Signature _ r Print Name Fonn TS 1 Board of Trustees Applic��_-on PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: cry 5`3 ate S-3 - a STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of -. 20 Notary Public LAW OFFICE OF PATRICIA C. MOORE 51020 MAIN ROAD SOUTHOLD NY 11971 631.765.4330 MEMORANDUM TO: Trustees FROM: PATRICIA C.MOORE(BY:KD) SUBJECT: Mailing Affidavit- Jensen DATE: September 1, 2023 CC: COMMENT: Enclosed please find: 1. Affidavit of Mailing 2. Postal Receipts 3. Mailing List BOARD OF TRUSTEES TOWN OF SOUTHOLD: NEW YORK ---------------------------------------------------------------x In the Matter of the Application of AFFIDAVIT OF JENSEN MAILING Applicant's Land Identified as 1000-53.-6-21 ---------------------------------------------------------------x COUNTY OF SUFFOLK) STATE OF NEW YORK) I, KYLEE DEFRESE, residing at Peconic, New York,being duly sworn, depose and say that: On the 1S1 Day of September, 2023, deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the persons listed on the attached list at the addresses set below their respective names;that the addresses set below 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 Southold, New York, that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Attached hereto is the white receipt post-marked by the Southold Post Office on said date. KYLEE DEFRESE Sworn to before me This 1St day of-S tember, 2023 (Notary Public) PATRICIA C MOORE NOTARY PUBLIC,STATE OF NEW YORK Registration No.01M04861668 Qualified in Suffolk County My Commission Expires June 16, '1v RECEIPT RECEIPT RECEIPT 14 70000000 ooaa sola 82 4 7000 0000 0000 0014 75 14 7000 0000 0000 001536 ROM: ROM: ROM: ore Law Office ore Law Office ore Law Office Jensen Jensen i::Jensen 'END TO: ovanni Patane '!.I 9?; END TO: —, END aria Paiane iul DeMartino _ fly Mn Guido 2 Covert•AJenue -�1'�'J\ na DeMartino"'. 1 -:J, 3 55 Bay Shore Road. w,Hyde Park,NY 11040-' `` 4 05 Bay Shore Road °�7d\ eenpdR;NY 11944, f l•' ii eenpart,'NY,,11944 EES: ! stage"` o.err-, I' EES: F; EES , rtified,Fee, 4.35`, t101TAL tage �,�'•, r i 0.87 Q stage., ,--r. 0.87;. ' tum Receipt; - v,- 3.55 tified Fee J'`� 4.35 < ,fied Fee%'t;',,V�. `4:35 stricted' -!� 5 i•,,(F�'- m Receipt (!� --3.55':^�Y' tum Receipt` _-..--3.55 trn Re ED 5 stricted OTAL $8.77 $8.77 OTAL $8.77 OSTMARK OR DATE OSTMARK OR DATE OSTMARK OR DATE JENSEN NEIGHBOR LIST Sally Ann Guido 4055 Bay Shore Road Greenport,NY 11944 Sctm: 1000-53.-6-20 Paul DeMartino Pina DeMartino 4205 Bay Shore Road Greenport,NY 11944 Sctm: 1000-53.-6-22 Giovanni Patane Maria Patane 24 Covert Ave. New Hyde Park,NY 11040 Sctm: 1000-53.-6-27.2 LAW OFFICE OF PATRICIA C. MOORE 51020 MAIN ROAD SOUTHOLD NY 11971 631.765.4330 MEMORANDUM TO: Trustees FROM: PAMCIA C.MOORE(BY:KD) SUBJECT: Posting Affidavit- Jensen DATE: September 11, 2023 CC: COMMENT: Enclosed please find: 1. Affidavit of Posting 2. Green Return Slips BOARD OF TRUSTEES TOWN OF SOUTHOLD: NEW YORK ---------------------------------------------------------------x In the Matter of the Application of AFFIDAVIT OF SIGN Jensen POSTING Regarding Posting of Sign Upon Applicant's Land Identified as 1000-53.-6-21 ---------------------------------------------------------------x COUNTY OF SUFFOLK) STATE OF NEW YORK) I, PATRICIA C. MOORE,residing at Southold, New York being duly sworn, depose and say that: On the 1St day of September, 2023, I personally posted the property known as 4155 BAY SHORE ROAD, GREENPORT, New York by placing the board of Trustees official Poster where it can easily be seen, and that I have checked to be sure the post has remained in place for eight (8) days prior to the date of the hearing. Date of Hearing to be held on Wednesday September 13,2023 at about 5 0 p.m. ricia C. Moore Sworn to before me this 111h day of September,2023 IbAo s Notary Public KYLEE S DEFRESE NOTARY PUBLIC-STATE OF NEW YORK No.01DE6420156 Qualified in Suffolk County My Commission Expires 08-02-2025 i SENDER, •MPLETETHIS SECTION COMPLETE',THIS • ON MOORE LAW OFFICE A. Si lure ❑Agent 51020' MAIN ROAD ❑Addressee- . SOUTHOLD NY 11971 B. Received byteed erne) C. Date of Delivery OA lk-At!�/L��i— /� 73/5 I .f 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below ❑No GIOVANNI. PATANE MARIA P-A-Tw-�,WE a ! 24 COVER'?'-:AVENUE r ` NEW HYD-E PARK, NY 11040 i Illlllllilllll���llllllllllllllllllllllllll � � . 9290 9000 0000 0000 0014 86 is 1 2. A ' I U / I � 3. Service Type ®Certified Mail® ❑Certified Mail® Restricted Delivery a .t. PS F6rm='38;11 iF608imile,';July_2015 I` DQrgges icVR6.tUrn Receipt NUTIL 't Uim -HtAKING - NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNERS) OF RECORD: ESTATE OF RICHARD JENSEN, c/o RICHARD C. JENSEN, JR., EXECUTOR SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish existing 1,205sq.ft. dwelling and garage, 140sq.ft. patio/terraces, and abandon existing sanitary system; construct a FEMA compliant two-story dwelling with 991sq.ft. on first floor, 1,040sq.ft. on second floor, 414sq.ft. attic, a 229sq.ft. seaward side raised deck with a 108sq.ft. splash pool on raised deck with steps to ground and locking gate; install a ±195.5 linear foot long by 2 — 2 % foot max. high retaining wall (covered with veneer stone & cap) around a new I/A sanitary system and install ±180 cubic yards.of fill material landward of dwelling; install a 3'x4.5' outdoor shower; install an air conditioning unit stand on north side of dwelling; install a stone blend parking area for two cars; and install gutter to leaders to drywells, and a drywell for pool backwash. Located: 4155 Bay Shore Road, Greenport. SCTM# 1000-53-6-21 TIME & DATE OF PUBLIC HEARING: Wednesday, September 13, 2023 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its si i�fit�cant 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, listinix 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# 53 -6 _21 PROJECT NAME Richard C. Jensen Jr. Executor of the Estate of Richard Jensen 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: Demolish existing house not compliant with FEMA; construct new house with 991 SF first floor, 1040 SF second floor and 414 SF attic, deck 229SF splash pool 108 SF, new sanitary system in front yard with 2'retaining wall around property for sanitary system Location of action: 4155 Bay Shore Road, Greenport Site acreage: 6,771 SF Present land use: pre-existing house and sanitary system 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: Estate of Richard Jensen by Richard C.Jensen Jr. Executor (b) Mailing address: 18 Tower Drive, Maplewood NJ 07040 (c) Telephone number: 917-617-1739 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No❑✓ If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. a✓ Yes ❑ No ❑ Not Applicable existing house is nonconforming and not FEMA compliant Proposed house is constructed conforming to FEMA with a new sanitary system in the front yard deck and proposed splash pool all structures are more conforming in size and style as surrounding improved homes. This property is one of the last to be improved 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 0 Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes ❑ No ❑ Not Applicable a new residence will enhance the neighborhood and enhance visual and scenic resources 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 existing structures are not FEMA compliant and could be subject to flooding and erosion proposed structures will be protected from flooding and erosion Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section IH — Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ❑✓ Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. F-/—] Yes ❑No ❑ Not Applicable new sanitary system protects Southold ecosystem 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. F] Yes ❑No 0 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 Z 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. n 1:1YeLl No❑✓ Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No ❑✓ Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No 0 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 BY Patricia C. Moore TITLE Attorney DATE