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HomeMy WebLinkAboutTR-9503 Glenn Goldsmith,President S® ® Town Hall Annex A. Nicholas Krupski,Vice President P.O. Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly ® Telephone(631) 765-1892 Elizabeth Peeples �® Fax(631) 765-6641 COUNT11 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 2058 C - AMENDED Date: October 18, 2023 THIS CERTIFIES that demolition of existing 1 479 5sq ft 2-1/2 story dwelling and remove damaged foundation and to construct a new two-story, single family dwelling keeping the exact same footprint; first floor to have 1 479 5sq ft of living space with 235sq ft deck,• second floor to have 786.2sa.ft of living space with existing 24 7'x12 3' (304sq ft)second floor deck; and for the existing 26'10"x12' seaward side arbor/pergola and to repair any rotted boards; for a 24"wx30"hx48"l generator to be installed on a 30"x54" concrete pad-, with the condition to establish and perpetually maintain non-turf buffers seaward of the retaining walls; At 670 Bayview Drive,East Marion Suffolk County Tax Map#1000-37-5-3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 16, 2019 pursuant to which Trustees Wetland Permit#9503 Dated July 17,2019,was issued and Amended on September 16, 2020 and Amended again on February 16, 2022 and Amended again on October 18, 2023 and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for demolition of existing 1 479.5sq.ft. 2-1/2 story dwelling and remove damaged foundation and to construct a new two-story, single family dwelling keeping the exact same footprint; first floor to have 1 479 5sq ft of living space with 235sq ft deck; second floor to have 786 2sq ft of living space with existing 24 7'x12 3' (304sq ft)second floor deck; and for the existing 26'10"x12' seaward side arbor/pergola and to repair any rotted boards; for a 24"wx30"hx48"l generator to be installed on a 30"x54" concrete pad; with the condition to establish and perpetually maintain non, turf buffers seaward of the retaining_walls. The certificate is issued to Kendall Todd owner of the aforesaid property. a Authorized Signature SURVEY OF: PROPERTY LOCATED AT EAST MARION --- LOT No. 114 & 115 AS SHOWN ON APPROVED BY MAP OF GARDINERS BAY ESTATES, SECTION 2 FILED: SEPTEMBER 23, 1927: FILE No. 275 .:.'BOARD.OF I RU'STEES TOWN OF SOUTHOLD TOWN•OF SOUTHOLD SUFFOLK COUNTY. NEW YORK S.C.T.M. # 1000-37-5-3 DATE -Td�12 18� �y3 AREA = 12,336 SF. SCALE: 1"=30' . NOTE: THE EXISTENCE OF RIGHT OF WAYS. WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. NOTE: WATER SERVICE AND SEPTIC SYSTEM LOCATION BY OTHERS. B.O.H. REF. No. SEPTIC LOCATION �� r -A- -B- I/A 21' 18.5' l '� DB 34' 27' T T, LPI 47' 36' LP2 28.5' 31' l p��cF S 66039'00"E F"FNT 76.88' s 16'4 .� H/ LPI BM 0 NAIL IN POLE 19,2 LP2 S MIN POLE r vrl LOT 116 m �O \ d I/A 1. 2Q 3, N /� WATER r SERVICE \ G� AC B 2e.9 A. SATE 17.04� UNITS v CVp pDRCH �O ti 30.S C,V CE 2 STY o 0 26.6 RES peNCE m<m 2 "' >r (n LOT 113 STOOP N 2ry0 CKTY ® I O N LOT 115 2.?F U 00 W DECK CA Crl LP o J N TANK M O CD&C.`191--r N .m fel LOT 114 s Z n M TIE LINES ALONG HWM. eVC�OD H O N 66049'50"W FA 64.69' N 17000'18"W 28.92' e�E N IL E x PILE S 63039'27"W N 87057'53"W 6.0 x 20 22.99' FLOATING OF NEW 22,82' DOCK �� Y P\�\_BARY4Sfr 0 PILE SPRING POND 7� EFa St n SLS -0 507B? ou, SEP - 5 2023 SURVEYED BY: L__,-. PAUL BARYLSKI LAND SURVEYING PATCHOGUE NY 11772 Bo��:: - �^es _ _ . .. .._._____ PHONE 631-294-6965 FAX 631-627-3166 PAULBARYLSKI®YAHOO.COM UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION MARCH 21, 2019 OF SECTION 7289 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED 7-24-2019: ADD BUFFER OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO 3-3-2021: STAKE OUT HOUSE THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION 3-20-2021: FOUNDATION LOCATION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL 4-16-2023: FINAL SURVEY INSTITUTIONS OR SUBSEQUENT OWNERS. 6-25-2023: REVISE SURVEY 3504-FINAL Glenn Goldsmith,President ®f S®U,,y® Town Hall Annex A. Nicholas Krupski,Vice President �® �® 54375 Route 25 AL P.O. Box 1179 Eric Sepenoski aw Southold, New York 11971 Liz Gillooly en Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 az C4UfV If! BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 20, 2023 Kendall Todd 61 Windbeam Road Ringwood, NJ 07456 RE: 670 BAYVIEW DRIVE, EAST MARION SCTM#: 1000-37-5-3 Dear Mr. Todd: The following action was taken by the Southold Town Board of Trustees at their Regular- Meeting held on Wednesday, October 18, 2023: RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit #9503 for an as-built 24.7'x12.3' (304sq.ft.) second floor deck in lieu of the previously approved 45sq.ft. deck; and as depicted on the survey prepared by Paul Barylski Land Surveying, last dated August 25, 2023, and stamped approved on October 18, 2023. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, 4— Glenn Goldsmith, President, Board of Trustees GG/dd Glenn Goldsmith,President �o�pgOFFO(,��OGy Town Hall Annex A.Nicholas Krupski,Vice President < 54375 Route 25 Eric Sepenoski ,? P.O.Box 1179 Liz Gillooly �y • Ogg Southold,NY 11971 Elizabeth Peeples � �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: /Grl z=r . Completed in field by: KENDALL TODD requests an Administrative Amendment to Wetland Permit#9503 for an as-built 24.7'x12.3' (304sq.ft.) second floor deck; in lieu of the previously approved 45sq.ft. deck. Located: 670 Bayview Drive, East Marion. SCTM#: 1000-37-5-3 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 need ead,/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski ---E--'Sepenoski L. Gillooly E. Peeples Glenn Goldsmith,President ®��®� S®Ufjy®� Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ® P:O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 2058 C Date: July 20, 2023 THIS CERTIFIES that demolition of existing 1 479 5sq ft 2-1/2 story dwelling and remove damaged foundation and to construct a new two-story, single family dwelling keeping the exact same footprint; first floor to have 1 479 5sq ft of living, space with 235sqft deck; second floor to have 786.2sq.ft of living space with 45sq ft deck; and for the existing_26'10"x12' seaward side arbor/pergola, and to repair any rotted boards,• for a 24"wx30"hx48"l generator to be installed on a 30"x54"concrete pad;with the condition to establish and perpetually maintain non-turf buffers seaward of the retaining walls; At 670 Bayview Drive, East Marion Suffolk County Tax Map#1000-37-5-3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 16, 2019 pursuant to which Trustees Wetland Permit#9503 Dated July 17, 2019,was issued and Amended on September 16, 2020 and Amended again on February 16,2022 and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for demolition of existing 1 479 5 q.ft. 2-1/2 story dwelling and remove damaged foundation and to construct a new two-story, single family dwelling keeping the exact same footprint first floor to have 1 479 5sqft of living, space with 235sq.ft. deck; second floor to have 786 2sq ft of living space with 45sq ft deck; and for the existing 26'10"xl2' seaward side arbor/pergola, and to repair any rotted boards; for a 24"wx30"hx48"l generator to be installed on a 30"x54"concrete pad;with the condition to establish and perpetually maintain non-turf buffers seaward of the retaining walls The certificate is issued to Kendall Todd owner of the aforesaid. ro e P P rh'• a Authorized Signature CC# : C23-22860 s :L 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 07/0512023 under Liber D00013208 and Page 245 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 07/0512023 SUFFOLK COUNTY CLERK VINCENT PULEO SEAL 1111111111111111111111111111111111111111111111111111111 111 111 I I I I I I I I SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 07/05/2023 Number of Pages : 10 At: 11 : 35 : 19 AM Receipt Number : 23-0085046 LIBER: D00013208 PAGE : 245 District: Section: Block: Lot: 1000 037 . 00 05 . 00 003 .000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $50 . 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 $12 . 50 NO RPT $200 . 00 NO Fees Paid $302 .50 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Vincent Puleo County Clerk, Suffolk County F1 2 j. Number of pages 1- ,;4)"J I This document will be public record. Please remove all Social Security Numbers prior to recording. Deed/Mortgage Instrument Deed Mortgage Tax Stamp-T Recording Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt. 1. Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. or EA-52 17 (County) Sub Total Spec./Add. EA-5217 (State)" TOT.MTG.TAX R.P.T.S.A. Dual Town Dual County— Held for Appointment Comm. of Ed. 5. 00 Transfer Tax Affidavit Mansion Tax The property covered by this mortgage is Certified Co or will be improved by a one or two NYS Surcharge 15. 00 5-6 family dwelling only. Sub Total YES or NO Other - Grand Total 'jo- X50 if NO,see appropriate tax clause on C page# of this instrument. 4 1 Dist. Se( 5116.595 1000 0,370010500 003000 5 Community Preservation Fund Real Property p T S Consideration Amount $ Tax Service R RAK A Agency 05-JUL-23 CPF Tax Due $ Verification Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD & RETURN TO: Vacant Land 91j, -,odd TD ( wkeavA TD i%A6 TD Mail to: Vincent Puleo, Suffolk County Clerk 7 Title ComanInformation 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# 8 Suffolk County Recording & Endorsement Pame This page forms part of the attached — Dec\oxoV i o v) made by: (SPECIFY TYPE OF INSTRUMENT) The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of S 0 LA+h1 In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. 12-0104-lo/c.8kk (over) IMPORTANT NOTICE If the document you've just recorded is your SATISFACTION OF MORTGAGE, please be aware of the following: If a portion of your monthly mortgage payment included your property taxes, *you will now need to contact your local Town Tax Receiver so that you may be billed directly for all future property tax statements. Local property taxes are payable twice a year: on or before January 10th and on or before May 31st Failure to make payments in a timely fashion could result in a penalty. Please contact your local Town 'fax Receiver with any questions regarding property'tax payment. Babylon Town Receiver of Taxes Riverhead Town Receiver of Taxes 200 East Sunrise Highway 200 Howell Avenue North Lindenhurst, N.Y. 11757 Riverhead, N.Y. 11901 (631) 957-3004 (631) 727-3200 Brookhaven Town Receiver of Taxes Shelter Island Town Receiver of Taxes One Independence Hill Shelter Island Town Hall Farmingville, N.Y. 11738 Shelter Island, N.Y. 11964 (631) 451-9009 (631) 749-3338 East Hampton Town Receiver of Taxes Smithtown Town Receiver of Taxes 300 Pantigo Place 99 West Main Street East Hampton, N.Y. 11937 Smithtown, N.Y. 11787 (631) 324-2770 (631) 360-7610 Huntington Town Receiver of Taxes Southampton Town Receiver of Taxes 100 Main Street 116 Hampton Road Huntington, N.Y. 11743 Southampton, N.Y. 11968, (631) 351-3217 (631) 283-6514 Islip Town Receiver of Taxes Southold Town Receiver of Taxes 40 Nassau Avenue 53095 Main Street Islip, N.Y. 11751 Southold, N.Y. 11971 (631) 224-5580 (631) 765-1803 Sincerely, V Vincent Puleo Suffolk County Clerk 12-0104.. 12/22kk DECLARATION OF COVENANTS THIS DECLARATION made this 4 day of , 20�3_, by vJ0 residing at LA}iP Lc! ,m Lf) ahNIAIANA /U<', hereinafter referred to as "DECLARANT (S) " : W I T N E S S E T H WHEREAS, DECLARANT (S) is/are the owner (s) of certain real property located on r. V t!i E�.! y icer_. c� /2'I �;� Town of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section Block _, Lot 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 to undertake such regulated ctivities, the Trustees required that a �� {r- vv`�nl r1k J121 �I U, "non-turf buffer" adjacent to and landward of CA Q b �v, — L� b� .� c .�1 , ,'; aid on 5���trc:Y .���.� C) WHEREAS, the DECLARANT has considered the foregoing and has determined that the 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 h �I '\non-turf buffer" as defined by Chapter 275 of the Town Code, to wit: "A designated area where turf grass, pesticides and fertilizers are not permitted. " and as depicted on the \ �- .� see Exhibit "A" attached; and 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 2 day of � � , 2023 . OWM R'S SIGNATURE OWNER'S SIGNATURE STATE OF NEW YORK ) COUNTY OF `59 ��ru•lK ) ss : On the 00A day of TMF in the year 20�3 , before me the undersigned, a Notary Public in and for said State, personally appeared kUj P*�_ 770CP , personally known to me or , proved to me on the basis of satisfactory evidence to be the individual (s) whose name (s) is/are subscribed to the within instrument and acknowledged 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. Notary Public DIANE DISALVO NOTARY PUBLIC-STATE OF NEW YORK No. O1 DI4 75593 Qualified In Suffolk County My Commission Expires April 30, 20 2142 rc eA ok v -VkN-e(leon C,-+ �ykv, ct zAd beko.� V', -4N-� -lt)w of so(Ao 1 Cc)LA �,� LA Or) O-S A)u m b� SEAL: 4? Y ��OFNEK ,Y DRIV r ARE of i SE-C S\STEI.1 j 13-6,39,00"IE �T030 c!h.86. W/BELD RI.- CURE , �OFESSIONP� .......... t• W w ...?...... .. 1 may;PME f!n a LOT 111! !"SDP.35 PIPE. SLOPE AF'•� .� �I/ I.,.� •'Z PER ET Ii 111P,1 SEP 16 2020 i U rye Kl:. LOT IIS 6l^ Z m� 35 PIPE. 0 7, PEP Er ml tTrP T r7 TIE.8'GIA Sym 'PC U v.GF DEEP DR-ELL Y.'/ ! .I / IR( � r j^ I LOT I I REI l4IC✓ / 1.1)S ' REMF RCED . 2 l-� `-� �_' `� �`I^D ST n -_ CKw:.Erc "R."11 �` _:f 7� I�IADn E -� � O SIC ADDIilol AL 10' y ` -___�-�IIEI'. 'T IDEC, .cla 'll—URI 6": ER AREA A T APPROVED BY \ .OT 114 REW 9'DIA APPR �{ DEEP DRFv:ELth'1+ BOARD OF 1 RUSTEES TIE I_!fJESiONCRET;IF _ O .AL01.1i: HWM. .�,-`'��, 9EAmnr.,::rvEa ' ''' ' '�; TOWN OF SOUTHOLD 11. Ni-N-TUPF N c,6'49'50"Nr j9urFER ARE' 6..4 69' � ' - DATE s M *,2-07-0 vv Ja _ ].•`,!q ILry I )q AA _1 a °aE SPRING POND ; o PLOT PLAN SCALE:1-30•-0•• PROPERTY INFORMATION TODD RESIDENCE LOCATED AT EAST MARION 67OBAYMEWROAD,EAST"ON,NY1193B LOT Nn 111d115ASSHOWNON 3 2 0 MAP OF GARDINERS BAY ESTATES,SECTION 2 FILED:SEPTEMBER 23,1927:FILE Na 275 TOWN OF SOUTHOLD SUFFOLK COUNTY,NEWYORK S.C.TM If 10003743 LOT AREA=12MG SF. fi(}¢{�7�_y. � �.�Ltil r Sift �1}r, �, y �t 1 i�,• i I � � �.�jt7h le .a`r�•iY' � '��'1` �' �L �lfjr .y R'C \+t J .� � r ,J•A.... 'G���;I[LI�" l�1 TnFt"'dS'wFl,Sn,!7.: I ;,fATIF�`F�I1 l�^\ iEC�f71 .71.'h\k-,� ��� l!��.5�17q'r;,y: /�� RJ,};.�,. /I1I'� •�,!•?F"a`C7:,�1•..p. Y l 1 I 1� 'v BOARD ', , D TOWN TRUSTEES ' M1 � SOUTHOLD,NEW • �j�= FERIMT NO.9503 1 17,2019 E_•. ISSUED TO: KENDALL TODDPROPERTY ADDRESS: 670 BAYVIEW DRIVE,EAST MARION �1 SCTM#1000-37-5-3 Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in `�`GC Pc 11 )TCdaccordance with the Resoluti on of the :•. • of ••/ • at the meeting held on 1 • andin $jam consider tion of application fee in the sum of$250.00 paid by Kendall Todd and subject to the Terms and � ♦ in the Resolution, Towni•. • of - authorizes • permits theLL IMw following: rig z'. ►�` secondstory 9'x5l secondstorydeck within of dwelling; 1 ,. existing 1 1 l ' deck, 111 1 1 1_ deck 11 . _ I1 _ • 'g! I"` / 1. 1 1 / 1 1 �t ♦ I 1sidearbor/pergola, 1 1repair1 rotted boards; :. the condition1establish and perpetually non-turfbuffers seaward 1the retaining walls;and as depicted on the survey prepared by Paul Barylski Land Surveying,last dated July 2019,andstampedapproved onJuly I2019. -�� 1 • said C•. • of ♦y causes its Corporate Sealto be • - and these presents to be subscribed by a majority of the said Board as of the 30th day of July,2019. C2 ce IVY ` 1-moi• -M r Ai,�A, ...fid\\ •rte!/.�� � v,'•w ,., ,� v ,`��� `V� u`• ��V�`rY�~ ��'I� /rte'1 " N �• JI L Wir.(IIV L -L.t'117, l 4 ff�l;ViL TERMS AND CONDI i 10i,S The Permittee Kendall Todd, residing at 670 Bayview Drive, East Marion, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. 9 1 SURVEY OF: PROPERTY LOCATED AT EAST MARION LOT No. 114 & 115 AS SHOWN ON MAP OF GARDINERS BAY ESTATES. SECTION 2 FILED: SEPTEMBER 23• 1927: FILE No. 275 APPROVED BY TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK BOARD OF TRUSTEES S.C.T. = 1 100e-37-5-3 TOWN OF SOUTHOLD AREA = 12.336 SF. SCALE: F=30' DATENOTE: THE nuc WETLANDS ANDEXISTENCE AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. SANITARY LOCATION BY OTHERS PUBLIC WATER SERVICE y L�1 \a°�e S 66°39'00"E GRAVEL DRIVEWAY ehF't'Tp676.88' W/BELG.BLK.CURB BDIA B' DEPTH LEACHING POOL 1000 GAL POLE LOT 116 1yb SEPTIC, TANK b h' y M 9 \ d Cv /J fG O Q'u 2S TESTi� d' Q; S HOLE .O LO � 4 LOT 115 m o �- O ^' 3AS 17.0' N 1 1/2 STORY FR.RES <7 G) Z FF I6.7 1A m r 28S NT n`�2= 7REL4AS Lo y ,y0 PROP LOT 113 w 0 2NO STY O 24.7 W ADD. N o PROP. CA Ay 0 LO N00p OEC 2NO Y L+W N OSE K DECK N S CO LATO 1yA TANK yy Om CS N LOT 114 TIE LINES y ALONG HWM. yA s�woo ' '. '' ' ' ' `�,• N 66'49'50"W Lk-ti,F^0 ;pcl'•.' .•'..'.•HOW^RST^iry.y.; NON-TURF 64.69' BUFFER AREA ( 0 2 u � u II 11 N 17°00'18"W .'•'•': �...•' '' '' y. ..',..,..•, ,•, o I! �� 28.92' > . . ,•,,.,. ,�GOK JUL 2 6 2019 a�ENo I t PILE S 63°39'27"W Southold Town N 87057'53"W 5.0 K 20 22.99' f 22.82' FLOATING DOCK PILE O NF SPRING POND BARyC SURVEYED BY: C) �o PAUL BARYLSKI LAND SURVEYING 050 n PATCHOGUE NY 11772 PHONE 631-294-6965 FAX 631-627-3166 TEST HOLE DATA PAULBARYLSKI®YAHOO.COM INOT TO SCALEI MARCH 21, 2019 BY: ROY K. REISSIG. PE 7-24-2019: ADD BUFFER FEBRUARY 2, 2019 010:00 AM ofo ............ PALE BROWN UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION w 0.0'-3.5' SILTY SAND SM OF SECTION 7299 OF THE NEM YORK STATE EDUCATION CAH. ~ COPIES OF THIS SIRVEY NAP NOT K STAT THE LANO SURVEYORS INKED = Q OR EMBOSSED SEAL SHALL NOT BE CONSIOEREO TO BEA VALID TRUE COPY O F- O BROWN SAND GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RIMO ONLY TO W O 3.5'-10.0' AND GRAVEL SP THE PERSON FOR WON THE SURVEY IS PREPARED.AND 0L HIS BEHALF TO H _ WATER THE TITLE COMPANY,GOVERNMENTAL AGENCY AND-ENGIN IRSTITUALF O LISTED HEREON AND TO THE ASSIGNEES OF THE LENOMG INSTITUTION. INSTITUTIONS OR SU GUARANTEES OR CFATIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL 10.0'-ls.0• WET SAND SUBSEQUENT OWNERS. AND GRAVEL SP 3504-1 ........................ 14 Glenn Goldsmith, President fif S 0 Town Hall Arinex Michael J. Domino,Vice-President 101 54375 Route 25 John M.Bredemeyer III P.O.Box 1179 A. Nicholas Krupski Southold,New York 11971 CA Greg Williams Telephone(631) 76.5-189.2 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 17, 2020 Michael Chuisano P.O: Box 244 East Marion, NY: 1-1939 RE: KENDALL TODD 670 BAY-VIEW DRIVE, EAST MARION SCTM# 1000-37-5-3 Dear Mr. Chuisano: The following action was taken by the-Southold Town Board of Trustees at their Reular Meeting held on Wednesday, September 16, 2'020: g WHEREAS, Michael Chuisano on behalf of KENDALL TODD applied to the Southold Town Trustees for an Amendment to Wetland Permit #9503 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated March 4, 2020, 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 was found to be Exempt from the Local Waterfront Revitalization Program Policy standards, and, WHEREAS, the structure 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, 2 CA v,LACc RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Wetland Permit#9503 for the demolition of existing 1,479.5sq.ft. 2-1/2 story dwelling and remove damaged foundation, and to construct a new two-story, single family dwelling keeping the exact same footprint; first floor to have 1,479.5sq.ft of living space with 235sq.ft. deck; second floor to have 786.2sq.ft of living space with 45sq.ft.(deck; and as depicted on the site plan prepared by Luigi Pascarella, P.E., PLLC, dated September 15, 2020, and stamped approved on September 16, 2020. Fees must be paid, if applicable, and permit issued within six months of the date of this _._-----------notification:---------------.---._.....- ..---...-------......._. ._.------------- Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: None This is not a determination from any other agency. Sincerely, Glenn Goldsmith, President Board of Trustees GG:dd ' � 1 SURVEY OF PROPERTY LOCATED AT EAST MARION LOT No. 114 8 115 AS SHOWN ON MAP OF GARDINERS BAY ESTATES. SECTION 2 FILED: SEPTEMBER 23, 1927: FILE No. 275 APPROVED BY TOWN OF SOUTHOLD BOARD OF IRUSTEES SUFFOLK COUNTY. NEW YORK S.C.T.M, x 1800-37-5-3 TOWN OF SOUTHOLD AREA = 12.336 SF. DATE SCALE: 1"=30' UU6� 30 20/g NOTE: THE EXISTENCE OF RIGHT OF WAYS. WETLANDS ANO/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED, SANITARY LOCATION BY OTHERS PUBLIC WATER SERVICE B� y SRI D A S 56"39'00"E A,O GRAVEL DRIVEWAY CN> `076.88' W/BELL.SLK.CURB e'OIA S.DEPTH LEACHING POOL 1000 GAL 'POLE I'll, (C(SEPTIC, LOT 115 \ TANK�Mb � 10.3• yA /S �fG� N TEST ;v O 20,0 NOL 1p a LOT 115 + h ti R, tae N11/2°TCRY y a FR, ES P e if le.i f £GLle n PROP m LOT 113 ry 2ND STY N ADC, tb W PROP. kcOD 2110 SW TT Ll DO �FCK DECK -1 N EF 6 O \ CC LAT O m LP TANK 91 rTl LOT ua TIE LINES d°"'•. ALONG HWM. / e3 N 66°49'50 Wn0 ,L;<(Sr��N.;.y' NON-TURF BUFFER AREA 64.69' - Ea C E 9wr �� N 17°00'18"W U IJJj�, may. 28.92' JUL 2 6 2019 PILE S 63°39'27"W N 87°57'53"W Ga x20 22'99' 5whelQ lmm surd of Vuslm 22.82' FLOATM G Ne PILE SPRING POND i �x mo= t o �j- A SURVEYED BY: 03078: 71 .k! PAUL SARYLSKI LAND SURVEYING O4AND5J� PATCHOGUE NY 11772 PHONE 631-294-6965 TEST HOLE DATA FAX 631-627-3186 [NOT TO SCALE] PAULBARYLSKI®YAHOO.COM BY:ROY K.REISSIG.PE MARCH 21. 2019FEBRUARY 2. 2019 010:00 AM ......... . PALE RWN 7-24-2819: ADD BUFFERw 0.0`-3.5 SILTYBSADND SM _ H U.4 TICRIZ�ALTERATION OR AOOITION TO TWS SUFIY y IS A VIMATION O N SECTION INS OF THE NEN TIX,STATE W ATIGi LAN. = 0 3 BROWN SANG OR aF DRS amrET row NOT e—S THE LAND su V-0 T INI® o I"-' 3.5'-10.0' ANO GRAVEL SP Va MTEE O R C WIC NCT RE ICATED En TO ee A L RI TRUE cO (L O OVARANIEES OR CcwTIF1CATICNS IADICATm mm. SHALL PLN ONLT ID F- WATER THE TIT E FOR won ne suRreY Is PRfrueED.EM cN wS O01ALF r0 ..............— Li$TILE EB/.NY.TOYER RSSlGh AGENCY AND EQ M WSTITIRIW WET SAND LiSTFD TEREM,ANO IF THE AS AREfi5 CF THE LENIDNO RRSTRUnON 10.0'-15.0' AND GRAVEL SP GVuuNTEES aR CERTIFICATIONS ARE NOT TflANEFEMRLE TO ADOR70NAL IA5nTUTIONs OR SUSEE0.EM ONNEAS. ................................. 3504-1 } Glenn Goldsmith, President ®� soTown Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ® P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples �® ® �® Fax(631) 765-6641 C®UiVv,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: '- 3,0 -Zezy INSPECTED BY: <_ 'SCh. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, haybale line/silt boom/silt curtain 1St day of construction % constructed Project complete, compliance inspection COMMENTS: _/0 CERTIFICATE OF COMPLIANCE: CALL FPDP (J SEP - 5 2023 8/5/2023 Southold T010 Board of Trustees, Board of Trustees I am requesting an "as built" amendment to the Trustees wetland permit #9503. The original plan included a 45 sq.ft. deck on the second floor off the master bedroom. However we did not realize that the total roof area was going to be level and structural. The design was changed to utilize the entire space for a deck. This deck is 24.7' x 12.3, @304 sq.ft. Do to an oversight an amendment was not filed at the time the design change was made. Thank You, Kendall Todd Glenn Golds -i, President e Town Hall Annex A Nicholas Krupski, Vice-President ;: 54375 Route 25 Eric Sepenoski P.O. Box 1179 Liz Gillooly Southold, NY 11971 Elizabeth Peeples � �' Tex(631) 765 6641 hone (631) 1892 Fa BOARD OF TOWN TRUSTEES TOWN OF SOUTOLD 04 Date/Time: Completed in field by: _ = ` Michael Chuisano on behalf of KENDALL TODD requests an Administrative Amendment to Wetland Permit #9503 for a 24"wx30"hx48"I generator to be installed on a 30"x54" concrete pad. Located: 670 Bayview Drive, East Marion. SCTM#: 1000-37-5-3 C . 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: I have read & acknowledged the foregoing Trustees comments- Agent/Owner: Present were: E. Peeples L. Gillooly G. Goldsmith N. Krupski X E. Sepenoski Other Town Hall Annex Glenn Goldsmith,President t it A.Nicholas Krupski,Vice President 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Elizabeth Peeples ; Telephone(631) 765-1892 Fax(631) 765-6641 Ju BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 17, 2022 Michael Chuisano P.O. Box 244 East Marion, NY 11939 RE: KENDALL TODD 670 BAYVIEW DRIVE, EAST MARION SCTM#: 1000-37-5-3 Dear Mr. Chuisano: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, February 16, 2022: RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9503 for a 24"wx30"hx48"I generator to be installed on a 30"x54" concrete pad; and as depicted on the project plan prepared by Michael Chuisano, received on January 13, 2022, and stamped approved on February 16, 2022. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, A Nicholas Krupski, Vice-President, Board of Trustees /dd Sam SEAL^ � FORMATION PROPERTY IN TODD RESIDENCE LOCATED AT EAST MARION EXISTING GRAVEL DRIVEWAY 670 BAYVIEW ROAD,EAST MARION NY 11939 WITH BELGIAN BLOCK LOT No. 114&115 AS SHOWN ON � •`'�_� CURB TO BE REMOVED MAP OF GARDINERS BAY ESTATES,SECTION 2 Immammmammmum FILED:SEPTEMBER 23,1927:FILE No.275 „ TOWN OF SOUTHOLD /j // - EDGE OF SUFFOLK COUNTY,NEW YORK /' PAVEMENT NEW 12' WIDE GRAVEL DRIVEWAY S.C.T.M.#1000-37-5-$ WITH BELGIAN BLOCK CURB 1 LOT AREA=12,336 SF, —_ _J ,;;' , .,„." L fl T i 16 POLE U 8 HIGH RETAINING WALL TO �a.1 P d�" BE REMOVED AND GRADED TO EXISTING PRECAST SANITARY ` _ J w` ; EAST PROPERTY LINE W w LEACHING POOL TO BE PUMPED J PORCH w AND PROPERLY DISPOSED S1EPS TO z MEMENT GRADE a V EXISTING PRECAST PRECAST „ WINDOW �, ;'" 2 SEPTIC TANK TO BE PUMPED " ° EGRESS �� , „ EXISTING PAVERS TO BE REMOVED. w ;m AND PROPERLY DISPOSED. u CEDAR ,'' NEW LOCATION OF 10' WIDE GRAVEL -L/ ENTRANCE a' DRIVEWAY WITH BELGIAN BLOCK CURB zOp �:N Oa A/ ca Qi 81y c„ A/C UNIT DECK STEPS r�U TO ORADf � " 4 ° �L�i PAT) 3, NERATORG -' r bI "e-v J. 4)� (j y I a - m Fj 5( 1 '" REMOVE EXISTING DWELLING AND o FOOTPRINT W1 INCREASED AREA OF � SAME 2STORT�� F ' LEV.NJ1 I C w a �I44„ p � ^ BOARD OF f TRUSTEES , Al Orlc. Hwrn TOWN OF SOUTHOLD X ^ {y'y} � ° '- 1Dh�� .._.. ...- -...,.,.m,,... ...,..a...�.._....- d I'll F11,���;'50,?w SPRING PONDA JAN 13 —B � , -�cxisr PILE s7�, mgdlme1 f)Y li tl'9 5 r. C ' •1 ,,,• 6411FAEPLANSlqAN AAWKYhEw a41C14 ,T 2 , OVID:9M114EFxmT SITE PIA .. _ vuTrMESr”wr�urrS�S� SCALE:I �c ��l�.r. v�rr o�"iauw� "^ arz^^_ �tsc3a=T- =�z.-,.... '• �- t.. --:a�=:� x;�'� - a.r�a.-c.:,.: "aal+r. �^'�' _: "e-+�— �4. Yl t^, r.-,. ..• ._ :� ;. -..:�.:.»'�.- • ',. _ n^raniMi�r�na'Ku From: kstodd66@gmail.com, To: enytobacco@aol.com, Subject: Southold town Trustees permit amendment. Date: Wed,Jan 12,2022 8:25 am Southold town Trustees. I would like to amend our permit#9503 by adding a stand alone whole house generator. The location will be approximately 75 away from the high water mark of Spring Pond.The generator will be installed an a concrete pad.The pad will measure 30"x54".The generator measures 24"w x 30"h x 48"1. Thank you, Kendall Todd r-- , ��V E' :7 JAN 121 Southold Town e • � / � SEAL: PROPERTY INFORMATION TODD RESIDENCE LOCATED AT EAST MARION EXISTING GRAVEL DRIVEWAY 670 BAYVIEW ROAD,EAST MARION,NY 11939 WITH BELGIAN BLOCK LOT No.114&115 AS SHOWN ON CURB TO BE REMOVED �� '��� i`` 76 68 S 6 F3 '0 0 F MAP OF GARDINERS BAY ESTATES,SECTION 2 FILED:SEPTEMBER 23,1927:FILE No.275 TOWN OF SOUTHOLp p �� .�`� ~�` EDGE OF SUFFOLK COUNTY,NEW YORK /.' PAVEMENT NEW 12' WIDE GRAVEL DRIVEWAY S.C.T.M.#1000-37-5-3 �L �• 1� r WITH BELGIAN BLOCK- CURB LOT AREA=12,336 SF, LOT 1 116 POLE u 18" HIGH RETAINING WALL TO a t ),c•;� • Y•• BE REMOVED AND GRADED TO oG ' •„ ,,.;.;;•ter ' a+ , EAST PROPERTY LINE w • EXISTING PRECAST SANITARY � -- � ``� ' ,:�-��'•'�''�' W w LEACHING POOL TO BE PUMPED �''" ' t.,?...� AND PROPERLY DISPOSED STTEPS TO,,' Z BASEMENT GRADE ' ;M:;.;•...; a z EXISTING PRECAST PRECAST s EGRESS t �r St'�`'t.!•a��: a SEPTIC TANK TO BE PUMPED �� wlNDow t �� ;;jr•;; EXISTING PAVERS TO BE REMOVED. w AND PROPERLY DISPOSED. CELLAR I " ` " NEW LOCATION OF 10' WIDE GRAVEL ENTRANCE �: ,' DRIVEWAY WITH BELGIAN BLOCK CURB z �' L2 - (BILCO) OPEC, p -.rr� CA 1�4 c OR rn m m 0 w n / Il / 4.j f; A/C UNIT DECK STEPS Lw> To GRADE ��''`'-�- Su' I,•1 t'� CRL� X3y 4 G ERATOR bI : r WOOD REMOVE EXISTING DWELLING AND CONSTRUCT NEW DWELLING ON SAME •-, `, `, � � � ;, .,�1 ��, FOOTPRINT W/ -INCREASED AREA OF %�,' ♦ C7^7/ Zito \ 1 2ND STORY DORMER F.F. ELEV. 17.0 c o >�.��`� I ;� l ✓Tl<'n:4• I'�''C7c7 �'�/ •1 hlnl,l_ TURF rl l::r.:°��< ,,o w SPRING ' EI�F AREA PONDE C E I V EQ ,, o z I i � '-� JAN 131, zoz�- a CSouthold Town o _ � R c�(--1 -i ^'_7n ' W R z F o >' ' F PILE - — 6 G' 20' -- __ _ TIIFSEFIwNSAREAN INSTRUMENT OF 501=9 , I_XI'a11NG ANOFAREnwrIMNE Rn SITE PI�AIe_i r L._;n r,Ivl, T,�ENOINEER AI.Tonrzse eIAHs ts'n,x+ SCALE-1"=i:',^,'' EII I.I' Ti 90FTIMNEWYORK 1-A I`�l I�IL`[_�f-� _ . "S7sr:'+s�- _—c�cs-_-' -- __ _-_•'_ - _. tea^-'••��- •• :_y�r.•.zsv�-_:•^-"=8�. �_'-^_ :_.'� =�`ic'Ti.',•,�.". �- STATE EDVCAT! UW - Glenn Goldsmith,President 0f SoU�yO Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 Michael J. Domino G • Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN-OF SOUTHOLD July 15, 2021 Michael Chuisano P.O. Box 244 East Marion, NY 11939 RE: KENDALL TODD 670 BAYVIEW DRIVE, EAST MARION SCTM# 1000-37-5-3 Dear Mr. Chuisano: The following action was taken by the-Southold Town Board of Trustees at their Regular Meeting held on Wednesday, July 14, 2021: RESOLVED that the Southold Town Board of Trustees grants a (1) One-Year Extension to.Wetland Permit#9503, as issued on July 17, 2019. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Genn Goldsmith President, Board of Trustees GG:dd Glenn Goldsmitl. 'resident S �-cG Town Hall Annex A. Nicholas kiupski, Vice-President �� �,;; 54375 Route 25 John M. Bredemeyer, III © '` P.O. Box 1179 Michael J. Domino o Southold, NY 11971 Greg Williams y ®! Telephone (631) 765-1892 X01 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES - TOWN OF SOUTHOLD Date/Time: � I� Completed in field by: KENDALL TODD requests a One (1) Year Extension to Wetland Permit#9503, as issued on July 17, 2019. Located: 670 Bayview Drive, East Marion. SCTM#: 1000-37-5-3 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: G/3���-► �1"bra-,��%��h'�� I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: J. Bredemeyer M. Domino G. Goldsmith N. Krupski G. Williams Other r _ a JuL/ 2(9, 2,e2_ r k 't"N A L L v e I-T- )-let P)w Pee C-d N jv 4 eoL� D � - 29 Southold 0 op-I ;-.f Trustees i Glenn Goldsmith,President �Q54375 Route 25F S®(/�' Town Hall Annex yo Michael J. Domino,Vice-President �® P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A. Nicholas Krupski G @ Telephone(631) 765-1892 Greg Williams �O �O Fax(631) 765-6641 �yc4UN1`I,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 17, 2020 Michael Chuisano P.O: Box 244 -East Marion, NY 1-1939 RE: KENDAL-L TODD 670 PAY—VIEW DRIVE, EAST MARION SCTM# 1000-37-5-3 Dear Mr. Chuisano: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, September 16, 2020: WHEREAS; Michael Chuisano on behalf of KENDALL TODD applied to the Southold Town Trustees for an Amendment to Wetland Permit#9503 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of" Southold, application dated March 4, 2020, 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 was found to be Exempt from the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the structure 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, 2 RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Wetland Permit#9503 for the demolition of existing 1,479.5sq.ft. 2-1/2 story dwelling and remove damaged foundation, and to construct a new two-story, single family dwelling keeping the exact same footprint; first floor to have 1,479.5sq.ft of living space with 235sq.ft. deck; second floor to have 786.2sq.ft of living space with 45sq.ft.(deck; and as depicted on the site plan prepared by Luigi Pascarella, P.E., PLLC, dated - September 15, 2020, and stamped approved on September 16, 2020. Fees must be paid, if applicable, and permit issued-within six months of the date of this ---fiotifrcation�-- -------- - - --- ------------, ------ ------------ Inspections are required at a fee of$50.00 per inspection.- (See attached schedule.) Fees: None This is not a determination from any other agency. Sincerely, Glenn Goldsmith, President Board of Trustees GG:dd A 1 SEAL: 'V � Y V OF NF WVAS y it o AREA OF 1/A SEPTIC SYSTEM ~`�, (fl p 1FOF S 66°39'00"E 71930 GRAVEL DRIVEWAY FYr `.'.. \h�67G.8 ' RoRP� - a W/BELL BILK CUR© ESS10N '. POLE L07 116 4" SDR 35 PIPE, SLOPE AT 1/4' ��. w \ �� II 't t F1 R rr PER FT MIN (TYP.) 0 M rG s" .wt =' _'_�.a I--� Z o v 4/ y hh ZEST /Z. (D 20.9 HOLE �'O I ti' Z y cv SEP 6 2020 u z (oE co `� LOT 115 u) " i ! "u9 �n o / N 305 117.0 i i RSI � x Ix V] O a ca x > 4" SDR 35 PIPE. Z �f?C(I f—r T;l; ;, SLOPE AT 1/4" - ---------•---- � �68 z1 Q O°7 NEW 8' DIA x 6' 2�' / n I m PER FT. MIN. (TYP) _ W DEEP DRYWELL W/THICK I 4.\ / LOT 113 / ThfCCIS RM I - - EIREINFORCED �Q 0 �-L i� � � PROP CONCRETE TRAFFICh0 � 12NO STY BEARING COVER \ % h�O I ADD 24 7 PROP. Co (,d P ADDITIONAL 10' WOOD DEC, 12ND STY WIDE NON-TURF ; 1p L \ DECK S h0 v ti BUFFER AREA 00 ` 1\,•1\ Sf \ `E� ( 1 oh frl f- LOT 111 NEW 8' DIA x 6' APP T7 E® BY DEEP DRYWELL p° 10• THICK - 71E LINES 9 CONCRETEOTPAFFIC ; BOARD O� I�USTEES ALONG HWM. BEARING COVER O /WOO) `TOWN-:0F SOUTHOL® N GG°49'50 W HF�D /AWA<�ST1AV- �� NON-TURF BUFFER AREA 64 69' a ,-- % DATE S M S j611ZO7_O N 17°00' 18"W 28.92' a c PILE S 6.5°39'2 7'W N 87°57'5 5"W 6.0 x 20 22.99' 7 FLOATING 22 82' DOCK P PILE .w+ Fz SPRING ! POND z PLOTTLAN - SCALE:I -' -0^ PROPERTY INFORMATION �I o TODD RESIDENCE LOCATED AT EAST MARION 670 BAYVIEW ROAD,EAST MARION,NY 11939 3 LOT No.114 8115 AS SHOWN ON c o MAP OF GARDINERS BAY ESTATES,SECTION 2 FILED:SEPTEMBER 23,1927:FILE No.275 THESE PLANS ARE AN TOWN OF SOUTHOLD INSUMNIENTOF SERVICE TY SUFFOLK COUNTY,NEW YORK ALT�UFTHstttINGI EEEIL ON S C.T.M.#1000}37-5-3 TonTLESE°P NSSISA LOT AREA=12,336 SF. ri09OFTI a NE YORK STATEEDUCATIONIAw. ' �' . ti g�f 0L,� Michael J. Domino, President tiC,opo ooe� Town Hall Annex John M. Bredemeyer, III, Vice-President �� y�N 54375 Route 25 Glenn Goldsmith N 2 P.O. Box 1179 A Nicholas Krupski y • � �;r Southold, NY 11971 Greg Williams Telephone (631) 765-1892 Fax (631) 765-6641 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 % constructed When project complete, call for compliance inspection; goi =: ,, \ =.�,".+.t,..a.�..,�•,`.` ry `', 'ZI;,,.wa•..Z1�„L�'�, y�=ru.:r.,,,s�` � :� •'/vim, ',^^�'�'.�,� � �•.�-t—r—�....-.,,�� �� ;; %fj%;^,;�, - .>,�„ •-'�C;/-'"�S„ .,•yam jr�;1 � ,4�:ri4> r,!�-, ;,i';-.� ,-�, ..nw4� -:��i` � ..,n,.� ,,-� =:. Z ,<`� ,rror.•1n:*^xr•ar,. .-•t-„lxtcn a <..mn:..:>„;ymmrr!,cm,*.,m,,,�.„.,,.. -•... I 1\t �' . .€ iu ,l �`' ,... r� -'.. . ;, •i' _ � ^!t''1f ^'q S,'S.3Vi,+�: +,+ b L-.�^.<'X2'rX!�m:Rl`T+Sca:9DPz.•S rtRT�?EP<'e?8'mlalr2`JJx:c'cvbvx"'^”.x+'r,r:rnn++ma•r,r�,YA'^,;.:x�nyngpLx:YtS mT+gt:oADtnYn,,,,r(nrcrir..rm.m.+A: �: r� � I i;'�.-%• �!Vii.: BOARD OF SOUTHOLD TOWN TRUSTEES +� f f,#• SOUTHOLD, NEW YORK ,•. _.;: PERMIT NO.9503 DATE: JULY 17,2019 ISSUED TO: KENDALL TODD t: PROPERTY ADDRESS: 670 BAYVIEW DRIVE,EAST MARION SCTM# 1000-37-5-3 AUTHORIZATION ' 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, 2019, and in consideration of application fee in the sum of$250.00 paid by Kendall Todd and subject to the Terms and 'J ,k. Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following- I ' Wetland Permit for the existing 1-1/2 story, 1,479.5sq.ft. dwelling,and to construct a 15'x18' -- st f second story addition with a 9'x5' second story deck within existing footprint of dwelling; for : �. the existing 236.8sq.ft. seaward side deck,and to replace existing deck boards and railings; and -:.. for the existing 26'10"x12' seaward side arbor/pergola,and to repair any rotted boards; with - the condition to establish and perpetually maintain non-turf buffers seaward of the retaining aJ walls; and as depicted on the survey prepared by Paul Barylski Land Surveying,last dated July ' p` 24,2019,and stamped approved on July 30,2019. �. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, , r, and these presents to be subscribed by a majority of the said Board as of the 30th day of July,2019. - `; iHP y �® Ifo � %� •.,_. CIO COP r►, �••�•:� ��lpl � ��� _may. � I �.� r �,.az7vi..o•:.;x•:o.u.m.nil.n.yw;u✓.wnawrivxb:uiw�•w,;..a'vovx.:.72Giuwlnuw,.ukuut•c;:S.,a.,xnu ud,,X4.ual`.Sir,.,•.i.'w,Mi:as.,:,:u.'i5u5tat.,8cw.:,aUt.rav>a..Ludi�v„.w•aar.•,u•1aw,ux4n,.•n5•A;:Vuwo4,ao,.34J3yniv'x l ��• :� ` .t;m%� . % �;;._`:� ,`� ,>� ..:” :•";rte,, : vim-- ��..� :� ==: •':: !„� -3 ��; � f =�” � "+nom�• _ `� � ' �.: '' ;' \: .`�; I _ �h �• 'li`::`4'Lr9� TERMS AND COND#C'I The Permittee Kendall Todd,residing at 670 Bayview Drive,East Marion, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Michael J.Domino,President QF SU(/r�, Town Hall Annex O 54375 Route 25 John M.Bredemeyer III,Vice-President �� l0 P.O.Box 1179 Glenn Goldsmith [ Southold,New York 11971 A.Nicholas Krupski G Telephone(631) 765-1892 Greg �� Fax(631) 765-6641 Williams ,tea Fax BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 30, 2019 Kendall Todd 61 Windbeam Road Ringwood, NJ 07456 RE: 670 BAYVIEW DRIVE, EAST MARION SCTM# 1000-37-5-3 Dear Mr. Todd: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, July 17, 2019 regarding the above matter: WHEREAS, KENDALL TODD 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 April 16, 2019, 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, in accordance with Chapter 268, said application was found to be Exempt from the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on July 17, 2019, 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, z WHEREAS, the structure 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 APPROVE the application of KENDALL TODD for the existing 1-1/2 story, 1,479.5sq.ft. dwelling, and to construct a 15'x18' second story addition with a 9'x5' second story deck within existing footprint of dwelling; for the existing 236.8sq.ft. seaward side deck, and to replace existing deck boards and railings; and for the existing 26'10"x12' seaward side arbor/pergola, and to repair any rotted boards; with the condition to establish and perpetually maintain non-turf buffers seaward of the retaining walls; and as depicted on the survey prepared by Paul Barylski Land Surveying, last dated July 24, 2019, and stamped approved on July 30, 2019. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, Michael J. Domino President, Board of Trustees MJD/dd SURVEY OF: PROPERTY LOCATED AT EAST MARION LOT No. 114 & 115 AS SHOWN ON MAP OF GARDINERS BAY ESTATES, SECTION 2 FILED: SEPTEMBER 23, 1927: FILE No. 275 'APPROVED BY TOWN OF souTHOLO . .- :BOARD OF TRUSTEES SUFFOLK COUNTY, NEW YORK S.C.T.M. # 1000-37-5-3 TOWN-OF SOOTHOLD AREA = 12,336 SF. DATE SCALE: 1"=30' U�� 30 , 2oig NOTE: THE EXISTENCE OF RIGHT OF WAYS. WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. SANITARY LOCATION BY OTHERS PUBLIC WATER SERVICE VIA-, \F S 66039'00"E OP0 GRAVEL DRIVEWAY p��EFNT �a676.88' W/BELG BLK. CURB 8' DIA B' DEPTH LEACHING POOL 1000 GAL POLE ��� 166 ;TANK PTIC, ,��, 2�1' \ h LOT 116 20.3, v TEST '2 O V 20.9 HOLE 4� LOT 115 c v N 30.s 17.0' t\ 11/2 STORY A +� N FR. RES tips > FF 16.7 m P u) 268 m CO - �23 `LIS M PROP. m LOT 113 4.\ tim0 m �' 2ND STY 0 24.? !t/ ADD. 00 LJ PROP. WOOD 2ND STY GJ W �2 �0 LD DEC/( DECK _I N ti oSE SLI 0 0 C TE P7, D/vjycLP RS��IN 9n� 41 TANK °j� fel LOT 114 TIE LINES b0 ALONG HWM. 0 N 66049'50"W 9VL/(NE4p a$ W' I`^�SrIIN., ��" NON-TURF 6 4.6 9' BUFFER AREA D E C E II VE0 N 17°00'18"W o 28.92' eN��o JUL 2 6 2019 x PILE S 63°39'27"W N 87057'53"W 6.0 x 20 22.99' Southold Town FLOATING 2 2.8 2' DOCK NEEZ PILE o - 1 BARY S SPRING POND n �® SURVEYED BY: OS07ss PAUL BARYLSKI LAND' SURVEYING ocqW ���` PATCHOGUE NY 11772 PHONE 631-294-6965 TEST HOLE DATA FAX 631-627-3166 (NOT TO SCALE) PAULBARYLSKIaYAHOO.COM BY: ROY K. REISSIG, PE MARCH 21, 2019 FEBRUARY 2, 2019 a10:00 AM 7-24-2019: ADD BUFFER w 0.0'-3.5' PALE BROWN SM L _ SILTY SAND UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION 0 Q OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 2 0 3:: BROWN SAND COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED bi~ .- 3.5'-10.0' AND GRAVEL SP OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Lj 0- O GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO 0H WATER THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO .............. THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION WET SAND LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. 10.0'-15.0' GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL AND GRAVEL SP INSTITUTIONS OR SUBSEQUENT OWNERS. 3504-1 REVISIONS j12 i I I I 1 11 111 11W - 11 1111111 111 1111 � 11 11 11111 111 1111111 Jill �t�o �o O— — -- — 0 IZ 3 � 0 0 N 13 LBIIIIIII 111 -11 ' U Hill I I IT FFT 100 Mill Hill I Jill ♦ ` - a M e^i ♦ , N� M ♦ �, M az U _N CC oa �o�p i Z-1 1-1 1 J r M Jill u 71 Q M d - - - - z 0 FRONT ELEVATION SCALE: 1/4" = 1' Z O E3 E3 I 9'pl� h Q Wz 0 � aw Z � w H Z � x O w Q Q Y O Wo � z wo MAY 10 2019 -00 � W to BoartlfT_�.s DRAWN: MH/MS SCALE: 1/4"=1'-0.. JOB#: ' bmary 14,2019 EXISTING FRONT ELEVATION rk SHEET NUMBER: SCALE: 1/4" = 1' A� i REVISIONS I O 2,� ,D OQ°o 0 ti N a m ti N �n rn >^ 'y 0 7 U - - - - - �G z RIGHT ELEVATION- SCALE: 1/4" = 1' Z O H Q w IT, z 0 � aw Q � w w Q I O WO Z w � J Q -i � m Z)-00OO to L3 I r Ell' & i . DRAWN: MIT/MS n ` 2 'aLv SCALE: 1/4"=1'-0,1 JOB#: l '� p y February 14,2019 EXISTING RIGHT ELEVATION �� ._ , s SHEET NUMBER: SCALE: 1/4" = 1' REVISIONS 0 Yom T� Lu — — — 0 0 ti N f 0 co M U 0 z 0 REAR ELEVATION SCALE: 1/4" = 1' H Q w o0 o �~ rl w Q Y O w - - > � Z co C.0 Eli Q m � i o =- � �rk � N, DRAWN: MH/MS ` �y �► SCALE: 1/4"=1'-0" JOB z+. February 14,2019 SHEET NUMBER: EXISTING REAR N ELEVATIO SCALE: 1/4" = 1' � . .. A-3 REVISIONS Oco 0000 N r ' n M M N m Ln rT m 0 ® ® LEFT ELEVATION o SCALE: 1/4" = 1' Q w Z � w � H w � a O w Q Q� O m OLIN El °° D �� tiO CD U) E3 E3 �;r,�'� , v.��?,����`` r• ' DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: [inn February 14,2019 SHEET NUMBER: EXISTING LEFT ELEVATION SCALE: 1/4" = 1' � REVISIONS �'-�>rb z�%En—,�:�::=�—�-tea�>ibz�rt%ea=FBF=—•—=���izirtsE� �: �i 9X4 POST ON 12X12 PIER(EYP) © O ---�'{1` • • O o OO ,\ ..........................•.......---•--...................................... 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JOB#: DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL [INT.:2X4=4-1/2",2X6=6-I/2",EXT.:2X4=4-",2X6=6"] ''' ! -, iw February 14,2019 DIMENSIONS OF NEW WALLS ARE FROM STUDS i SHEET NUMBER: [EXT./INT.:2X4= 3-1/2",2X6=5-1/2"] f• .7 ce11, REVISIONS o��o a00 ------------------------------------------------------------------------, O I I , I I I I I -____-µ_____{i-_-_-.}I----_��.___-.��__---I�_----µ--__-y.,_____.E,_____-4,_____IF.___--II-_____N ------n-----n-----TI-----1r-----Ir-----Ir-----(T-----n-----ll-----71-----1r-----Ir-----n II II II II II II II II If II 11 II 11 I , II 11 II 11 II II II 11 II II II II II N _ __11 _JL____JL__ ____LL_____L__ _____11_ _ _IL_____U etl I , tt-----11_____YI-____'71-____-II-_____IT_-___It_-___tt_____'tl----_-tl---_-fir_-___IY--__-ti I r , „\ I 9'-0" 1 II II II 11 II II II II 11 II II 11 11 U U] H II 11 II 11 II II II II II II 11 II II II II II 11 II I , ----u Il 11 II II II II II II II 1 1 -– u-----H-----1'–––––''––––––'--––––I1–––––u–––––L–––––1'-----1'–––––JL––––– I ' 11 II II 11 11 11 II II 11 II II II II � C..1 � � � 3'h RAILING II II II II II II II II II II II II II U u�. v 11 II II 11 II II II 11 II II II II II ri) O tp tl+ > n n n n n II n n n n n n II ^� 20 o —3�h , II II II II II 11 II 11 II II II II II I 1 ------"----- -----"--- "-----"-----"- --"-----" -- - "--- 11_ _ II 11 0 I DECK In I µ-----4-----;I-----��-----'�-----'�-==--u-----u=--=-�---__��-__-_��-----'�-----u � v I I ------II 11 11 11 11 11 II II 11 11 11 11 11 Q+ M I EQ. EQ. , II It 11 11 II II II 11 11 11 11 11 11 IIC I II II 11 11 II 11 II II II II 11 11 II y 1 I II II 11 II II 11 II II it II II II II � II II 11 II 11 II II II II II II 11 11 � CW145 FWG80611L CW145 ' ------'------"----- ------ "------------'r-----'*------'--------------------------II r-----�; a - ' „ REPLACE EX.WINDOW EQ. EQ. ----------, WITH TEMPERED GLASS CW24 PER NYS RES.CODE CW24 ' _ 4'-71/2" 0 (O Z 111 , 11111 , 1 , O MASTER BEDROOM �N 2'�° Th RAILING 9 8'-1�/z" '-0" c 1 �- w z �j HALL -Lo (FORMER BEDROOM) N c EX. BEDROOM Q U v 2 4 ' Un O O 14'-91/2" 2 2» 12'-21/2" 2'', > °° 9'-8" Q Q _ i [--,/MASTER BATH 0 i (EXPANDED) z ' -------- --- ------------- - -------- -I -- - -'--- --------------------- - --- ------ --�-- --- ----------------------- ' I � I I I f 1 C13C13 C13 C13 I Q I I 1 4'-0" 17'-9" 25-0" 4'-0" ' , I I I I ' I 1 , , 1 1 1 I N 1 I I IL I > O 1 , I , 1 I o w ' z WALL LEGEND M'-'� w 0 i 1 ----- � H ------, WALL TO BE REMOVED -----------------------------------------------------------i 2 ` 1.EXTENSION PLATE HEIGHT TO MATCH EXISTING(T-4"). m � EXISTING WALL 2.EXISTING FLAT CEILING TO BE RAISED TO 8'-6"max. O O w � U) NEW WALL 3.REPLACE AND RELOCATE EXISTING WINDOWS(SEE PLAN). PROPOSED 2ND. FLOOR PLAN NOTE: 4.EXISTING STAIR TO BE REMOVED AND REPLACED/RELOCATED. < DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL SCALE. 1/4" = 1' [INT.:2X4=4-1/2",2X6 = 6-1/2",EXT.:2X4=4-",2X6 = 6"] 5.BATH WALLS/CEILING TO BE MOISTURE-RESISTANT.SHOWER AND BATH AREA TO BE CEMENT BOARD AND TILED. J DIMENSIONS OF NEW WALLS ARE FROM STUDS [EXT./INT.:2X4= 3-1/2",2X6= 5-1/2"] 6.INSTALL SMOKE AND CO2 DETECTORS PER CODE. DRAWN: MH/MS b ` SCALE: 1/4"=1'-0„ e�'r -.,a.•.^ 'c�,� ' JOB#: February 14,2019 SHEET NUMBER: je 1 k;r -8 Y � pF '� ,,.. . REVISIONS O DO O 0 *_____;1-----41...____-4�_____14-_____µ-----{.1-----y,-----.{I__-__��_____14------N � -----R-----Tl-----TI------7r-----Ir-----Ir-----rf-----IT------n-----Z1------lr-----Ir-----n tom" n n n n n n n n u n n 11 n n u n u n n n n n n n n n n n n n 11 n n n n n n n n V Ln ^ II II II II II II II II 11 11 II II It N\ I-� _ __LL_____L_____11_____JL____JL_____11_____LL_____L_____11_____11_____JL_____IL_____V I� M ti -----n-----r-----il-----ii-----1r-----It-----Ir-----n-----YI-----it-----t -----it-----i PROPOSED ADDITION EXI TING ROOF if if if 11 It It II 11 11 II II II II II II II I II II .y" V II II 11 II II II 11 II II II � II II V �; CCI � W 11 11 11 II II II II II II II I II II � ' r o � -----u-----L----- '-----�1------1L-----'1-----u-----L-----1'-----1'----- L----:L----_U II 11 II II II II II II II II I 11 II ''i1 7� II II 11 II II II II 11 11 II I II II � V � II II 11 II 11 11 II II II II I II 11 ^ II II II II II II II II II II I II tl � � PROPOSED II II II II II II II II II II I 11 II BALCONY 11 II II 11 11 1t 11 11 11 11 1 11 11 '� II II II II II 11 II 11 II II I II 11 II II II II 11 11 11 11 II II I II II II II 11 11 II 11 II 11 II II I 11 11 II II II II II II II II II II I 11 II II II II 11 II II 11 II II II I II II 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 I I 11 11 11 Il 1 , O 11 (J12 11 11 11 1 , l 1 1 O I I 1 1 1 1 1 1 LL ROOF AREA:A:40 SO.FT.ALCOz �'� TOTAL YAREA:7.5 SD.T. T00% AREA RUN SO.FT. O I 1 +/- 1 ' ------------- 1 1 --------' Q , 1 to 1� ' 1 AT 100%WATER RUNOFF,2"/HR — 1 1 105 CU.FT. Q 1 1 - - 1 PROVIDE(1)6 DIA X 5'DEEP DRYWELLS Q V 1 1 O DRYWELLS CAPACITY:111.6 CU.FT. 1 1 I I 11 1 1 11 11 1 1 11 (D Q 1 1 1 1 1 1 ^ � OCEF GUTrER-STANDARD 5" , 1 (' NOTES: 1 1 -- -_• r---------------,`-------------------• •----- ply I 1 1 1).EXECUTION: O 1 1 l e l 1 1 O A),DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 1 1 1 1 1 1 1 I 1 1 I , Ln 2).PREPARATION: 0-- 1 1 1 1 1 1 1 1 1 ' 1 1 X A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. 1 1 LI..I V 1 / B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR I I , ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROTECT CONDITIONS. C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR 1 1 1 1 1 1 O 1 1 1 1 1 1 O METALS WITH PROTECTIVE BAaaNG PAINT. 1 1 i , 1 1 12 11 11 I I ZO 11 1 1 11 3.INSTALLATION: 1 1 1 1 1 1 1:0 A).A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1 1 1 1 1 1 V 1 1 1 1 l I).GUTTER TO 8E PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ( , ACCESSORIES. B).ALUMINUM:RTV AND CAULK WITH A BUM SEALANT SLIP JOINT 1 1 GONNECTDRS. 1 1 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL I •___________________________________________ t------ •__-_-_-_-__--___-______-______------ ----- •_____-__---------_-________- CONNECTION WATERTIGHT. -- -- -- -- ----- --- ----------------- - -- --- - -- ------- ----- ---------- + DRY WELLS TO BE 10'MIN. a).PROTECTION: AWAY FROM HOUSE A) PR PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF OTECr, B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL PROPOSED ADDITION EXISTING ROOF COMPLETION. � � O 0 00 O w0 > w z w o O r'1 m � 1.INSTALL 1/2"SHEATHING OVER NEW ROOF. I-- O W 2.REPAIR/REPLACE EXISTING ROOFING. 3.INSTALL 15#FELT UNDERLAYMENT wI ROOF PLAN ROOFING TO MATCH EXISTING. SCALE: 1/4" = 1' "'11111 IA sc DRAWN: MH/MS SCALE: 1/4"=1'-0" P JOB#: Febmary 14,2019 SHEET NUMBER: �; lip .9�� REVISIONS 2X8 DF#2 RIDGE 12 2X6 DF#2 �( RR @16-OC ' 2X6 DF#2 C1 16"OC Lr_ -- - - 1 1 1 1 I 1 1 1 1 1 3 I 1 1 1 tl00 0 1 1 v ^ 11/7 II// 11/4 I 1 00 1 1 ,va , , 3'h RAILING LAV. IAV C. EPDM FLASHING SH R BA 2X4 ACC?TAPERED FLASH RP SIDEWALL SLEEPERS @ 16"OC M114'12".ADD EXIST. 2 ADDITI�I(IAL FLASHING ROOF 1 7 SCUPPER AT DOP�,UNDER SILL �c.o. ,I/a "/a 3/4"S BFLOOR EXIST. — ' ml DBL 2X8 DF#2 F1 @16"OC(SISTER EXIST.) EX.CJ ROOF _ _ (3)1-3/4X20 ML w/ H 7-1/4 ML(TAPER TO 6")16"OC $/8"STEEL va am (2)1-3/4X1 __ �- M I va Iva i Irz ,v, Iva I Irz FROM(7-1/4) ML V e'-1 �+ ML BEAM SINK IAV. W.C. UV. W.C. I M D.W. BAH W.M. FI m 1~i I I I ItDo }y FL C.O. 7 2 1 I/y B ,1/7.o. 1 ,I II I V 3 B 11/4 I I II II 60 4 et SLOPE"1/4"PER FOOT PITCH TO DRAIN TO APROVED PLUMBING SCHEMATIC 4•C.I. PTIG AEM TRAP HOUIT O I it It= I II N.T.S. EXISTING EXISTING EXISTING — - _ - — SOLID BLOCKING CONC.BLK. PIER TO NEW ML BEAM LALLY 71 F 17 11 COLUMN EXISTING ' ! v7 U Z W EXISTING pe-, EXISTING Q� Q_ O c _J 12 C:,4 Y-off �'vs� O Ix 3'X3'Xl' r U CONC.FTG. SECTION A-A. _ Q REScheck Software Version 4.6.4 SCALE: 1/4" = 1' Z z �' Compliance Certificate w Z U Project ErNergO F-4 Locatiy Code: Southold, IECC old, 2 U LocaSan: Southold,New York 2. 2- Construction Type: Single-family rl Pro)—Type Addition • / ® 2" ®/ ® / ® 2 / / / �2• Climate Zone: 4 (SS72 HDD) Permit Date: - Permit Number III Iti i Canstructior.Ste: Owner/Agent: Oesi ner/Con radarl I ` l • � • � � KE1dDALLT0D4 Mark Schwsrt7,Architect FASENERTYPE: JACI �670 BAYIAEW DRIVE P-O.Box 933No. WCOD-SCREW SOUTWOLD,NY Cuechogue.NY 11935 BASED ANCHOR WITHnn. I 631-734-4195 EMBEDMENT LENGTH 11 + mkserchitect$vpto-rline.rNet l I I ( /� •/I NO.IB WOOP9CREW5 1 I Y 1 11 BASEDBED WITH 16"OC - On .' .. .'y i i 1/4, doAN LAGSCREW WITH H 6 S 1 I 1 I I I I I I I I ..rRau:;: '�, .�.: ......,..-...,....... ..... .........» ....._ ..... .-... .._„..,......_ .'.__..._.... _...._...�.. ` �_........�_ 2in.EMBEDMENT LENGTH Comol'ance. O-0%Better Thin Code Waxlmum ILIA: 30 Yaw VA:30 Maximum SMCC-- 0.4© Your SHG^.CL35 I ' I 1 I I 1 ` I I ( y Thr%111E wwe Th.+,rndr•+d..tiRrcra Nor eLr m cv�ri.re•d•.Ilwu•:ta.rd.a.oa.tr.d.aR„l... 1 1 1 1 1 ■oar5 nlor pn..4d..n 4uv",aa.of a. >,,p uw w o..t nbe.�to s mm:muncca•h.... / I I I` II 1 ' 3/4* ATnG PLYWOOD O O I I I/2•APA RATED SHEATHING 1 r ' (RADE PLYWOOD • I I �1 r S I S1 �\ / ^ W >- Envelope Assemblies I r I ® 1 I I / I / ALTERNATNNE:7/16"0.5.0 Ill ` > 1/2"APA RATED SHEATHING 1 1 o....«..."..._...,.......,..m:...,.......,...,._...,:....w....m.,*- ,A:.,A _. �kHw+,,#M. GPLYWOOD (LLLTERNATME:7/16'o.S ) J I I I i II Q Z y * LL] Floor 1-•All-RoodI"'+•'russ-Ovr Unconditioned Space • "41 16 1 0.0 21.0 0.040 i FASTENER TYPE: SPACNG: fl (I I 1l`1ti I ~ W OJ %BWDoo-SCREWCeili 1:Flat Gelling or Scissor7as 126 0.0 21A 0.044 6 BASEDANCHOR WITH 10.00 soros � Cei�,ng 2:Cathedral Ceiling 106 0.0 13.0 0.068 7 WINDOW SILL 2n.EMBEDMENT LENGTH 1 .r I I \• ' I •I I Q TYPICAL WINDOW OPENING Vleq 1:Ylaad Fame,16'O.C. 37 0.0 20.0 0.041 1 EASED.10 W""CHOe EIEWS Iz^ac PANEL SPAN EQUAL OR SMALLER 2m.EMBEDMENT LENGTH Waft 2:Woad Frame,16'o.c. 102 0.0 20.0 0.041 2 THAN 4 FEET I ( II l S I I I O O BASE.di..LAGSCREW Window 1:Wood Frame:Double Pune with Low-E BASEOArvaoaw,TH IB•oc SHOC”0.31 B 0.290 2 2.n EMBEDMENTIENGni _ I _ • W Door l_Oloss 42 0.270 11 - TYPICAL DOOR OPENING MULTlP1EPLYWOODASSEMBLIES FASTENER TYPE: SPACNG: PANEL SPAN GREATER THAN 4 FEET SHOC:0.36 2-2K4DFk2STUDS CONNECTED AND EQUAL OR SMALLER TOGETHER WEPH STAINLEss STEEL gpSED ANCHOR WITH roc 2r, Gbmpfiarlee5ca6ement•The proposed building design described here is consistent with the building plems,specilicutians,enTHAN 6 FEET OR G VINIZED BOLTS W/WASHERS EMBEDMENT LENGTH d other AND NUTS @2b"O.C. calciAetions submitted wit7•the permit oppplicu±ion.The proposed bulding hes been designed to meet the 20151ECC requirements in NE.10 WOOD-SCREWS RESc4e k Version 4.6.4 and to comply wittl the mandatoryrequirements listed in the REScheck inspection Checklist TYPICAL MULTIPLE OPENINGS RASED ANCHOR WITH 9"OC Bon.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET AND EQUAL OR SMALLER BASED ANCHOR WITH 16"OC ame-I 1 e Signature D51C THAN 8 FEET 2m.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL DRAWN: MH/MS AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) SCALE: 1/4"=1'-0" �, WINDBORNE DEBRIS PROTECRON FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7 16" r •+ '1 /�� , �$��` JOB#: AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO °ice.,'',.9 "\\'��. " COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL ,Y, ` 'nA' FC11RI 14,2019 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. i• SHEET NUMBER: ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. . . Project Title= Report date: 02!05!14 �;, ' '„ Data filename_C:UlserstOraftn Stat o�lDacumentstl2ESchecklTODD.rck Page 1 of 1 � 9 9 REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD kENDWALLEND CRIPPLE STUD BOTTOM PLATE RIDGE LEDGER BATHTUB 0©o oO0 HEADER DOUBLE JOIST O SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR O HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER r~-+ ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE N THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT-7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD tJ� a ` cn THROUGH-ROOF EXHAUST M ° VENTS SELECTED AND t LOCATED BY CONTRACTOR >; Fy METAL STRAP V pUj m ZLn VENTILATION CHANNEL RIM BOARD AS REQUIRED •S RAFTER SILL PLATE(S) r RAFTERS MAINTAIN U ti VENTILATION WOOD JOIST FOUNDATION TOP PLATE BLOCKING 2x4 LEDGER BLOCKING 2x4 SOFFIT JOIST s STAPPING TO BE ATTACHED TO WALL STUDS 048"OC ATTIC AND ALL WINDOW/DOOR OPENING JACK STUDS MINIMUM HNET FREE VENTILATING TING AREA FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA Of GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. i SHALL BE COVERED WITH CORROSION- CONT N. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS e RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS i OPENINGS OF 1/4 INCH IN DIMENSION. i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"00" 18go. STRAP AND JACK STUDS CONNECT TO 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS / . PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 STRAP AND JACK STUDS a.4 1-1 "x36" 18 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR / g •� EACH RAFTER O ON ALL OPENINGS 2ND. FLOOR WALL cni • RAFTER WOOD JOIST TOP PLATE O GIRDER/HEADER rE WOOD JOIST 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC ~ AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD [-•a FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ItISTALL 4'0" O.C. O O 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION 0� ON ALL OPENINGSALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH r iJ RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH THE PROPER STEEL CONNECTOR. rl INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS M^-••i 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS I-•-•I ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD F—I DBL. SILL PLATE TERMITE SHIELD SILL GASKET r / I TYP. CONC. FOUNDATION A CONC. SLAB C DAMPPROOF EXTERIOR 6 MIL. POLY GRANULAR FILL 6MIL POLY ON EXTERIOR • V STEEL COLUMN , r r `•�' , p %A s ` v p ♦ 4 4 CONC. SLAB • I • .q n �•° ` I�`♦ ,� Q o r v ANCHOR BOLT EMBEDMENT: e•° ( �'q POURED CONCRETE: 7" p V COMPACT FILL :s • BLOCK WALL: 15" % ( 1 KEYWAY FOOTING o V p A • • 4 • e ° C'p c• 7 `` CONC. FTG. --� •p Q'p L o USE WITH 3x3 SQUARE WASHERS O 0 • p : ° ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) �% r w REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION. 5/8" DIA. ANCHOR BOLT - I I I 41-11 /> DRAIN TILE p 41 SUPPORTING MAXIMUM SPACING r r SILL PLATE TO FOUNDATION 1 STORY 72" OC 0 Z CRAWL SPACE OR FOUNDATION TYPICAL CONC. FOUNDATION. APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36" OC W WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION J WALL BOTTOM PLATE TO FOUNDATIONO SLAB-ON-GRADE 1-2 STORIES 57" OC n oa0 � SUBFLOOR O O CONC. SLAB DOOR FRAME rT, ti 6X6 10/10 WWM GARAGE JOIST W COMPACT FILL I DOOR l7� I I USE 2X8 STEEL BEAM FOR BLOCKOUT •� �''♦ 4" SLAB W/ 6X6 WMM M SLOPE P.T. PLATE . =r • � • 4"DRIVEWAY —._ NOTCH JOIST AND ADJUST HE{GHT' 1 ° (WITH A NAILING PLATE IF NEEDED) (. TO BE APROX. 1/2" OR HIGHER TH .✓y t D °e O •• ° • STEEL BEAM TO ALLOW FOR SHRINK , , w y1 RA E • 4 '-_R-j--�-'-- . r. •� a s • • • (PROVIDE STRAPPING TO KEEP JOISTS _ n a •_4 0 spy "i . DRAWN: MH/MS 6X6 W.W.M. 12 o �O •> D • 4 • 4 • 4 MIN. p q A�' �` p p ° • ' ' r+4 UBt1a00R1(:}�+;,. ,\' ° r rr •• 4 REINFORCING BAR ° A s0 'p•s s sw �° II—II `+� OIS k�' ` •k;, F n�, 1 SCALE: 1/4rr-1 0 •L ► REINFORCING BAR e•• C • e _ a .,.. . �". JOB#: DRAIN TILE �� �J • -A MIN °•°°•° 12 .° d1 STEE 1$EA t February 14,2019 •s• PLATE (BOLTED To BEAM SHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOLING WITH (2) #4 REINFORCING BARS. �a"�� •���LJ� �� GARAGE DOOR BLOCKOUT � _ 4•Cr A- 11 REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE I PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of l0d common nails required QTY. SPACING SEE PLANS CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT ( ) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)CEILING JOIST 8'WALL:3-Sd COMMON EACH intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES ©©o 0 D- OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD 2-16d COMMON EACH END (LIVE LOADS PSF) ROOMS(OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL GAURDRAILS ANY DIRECTION 200 N construction means,methods,techniques,sequences,or procedures,or for safetythe late and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES d q q P P P PP QTY. SPACING (DESIGNED FOR CAT.C) precautions and programs in connection with the work.There are no warranties for a bottom plate.3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY TOP PLATE TO PER FACE NAIL (> specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMON "' r+ TOP PLATE FOOT SEE NOTE:I LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE m 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF- C R, M x 4-16d COMMONk w INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: Z U Q 2 �n STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE v .°, ° o0 or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMONO.C. NAIL � attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym.. SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. v C) HEADER TO 16"O.C. FACE aC "n 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7"o.c.at panel 16d COMMON SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. HEADER ALONG EDGES NAIL .Y S such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified � `� U r, in table 3.15a-b. TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC G m 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type q appropriate BOTTOM PLATE To: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA T e II exterior factors shall meet the requirements of table 3.15a-b times the ro riate PER FACE NAIL FLOOR JOIST,BAND 101ST, 2-16d COMMON length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER 10ESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or mason walls occurin in exterior or unheated interior areas. 4-8d COMMON h' g 8).CONNECTIONSAROUNDEXTERIORWALLOPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: � Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2-8d COMMON EACH TOE Z 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Q L.� 5).Unless otherwise noted,all slabs on grade to be 3000 P.O..Concrete to be BLOCKING 2-8d COMMON EACH TOE TO JOIST END NAIL 4'PERIMETER EDGE ZONE Sd COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY: P g o Where a ride is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.0 8d COMMON 12"O.C. SEE NOTES:1 (BOTH FIELDS) Q� to be minimum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with g SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL @ @ NOTE:2 FOR PANEL FIELD _ 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 8x16 cast iron foundation vent for every 150 sq.ft.of area. w c attached with the above requirements. TO BEAM JOIST NAIL W - JOIST OBEAMLEDGER 3-8d COMMON PER TOE NOTES C) 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ���lll,,, N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END ^ the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMONF--�i g g TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, �j 1.4 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE 2-16d COMMON FOOT SEE NOTE:1 into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. 2 .Tabulated 12 inch o.c.nails spacing assumes sheathing attached to rafter/truss framing members with G>0.49. W FRAMING NOTES g ) P g g g C/1 For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Q Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. framing members with 0.42<G<0.49,the nails spacing shall be reduced to 3 inches o.c. I" i below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 g P g 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: ^ Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. F--I CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Q otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY SPACING SEE NOTES:1,3 (BOTH FIELDS) Q� g g 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM Sd COOLERS 7" O.C.EDGE NOTE:2 FOR PANEL FIELD Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all6).Concrete piers shall be a minimum 6"above grade. WALLBOARD I 10"O.0.FELD IINTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wallNOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL and blocking where applicable. to girder(s). JOINT DESCRIPTION QTYSPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 5 .All flush beams/headers to be installed with heav du 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall Y h'g alvinized han ers g and PANELS 8d COMMONAS -SBCbe usedF('�1 anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON3"O.C.EDGE . 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Y Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. /1 W V on plans. WALLBOARD 10"O.0.FIELD O 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. >- other access openings unless otherwise noted(typical). FLOOR SHEATHING: 3).If wall studs,plates or joists are cut out during installation for any plumbing related work. JOINT DESCRIPTION NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. W 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Z where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 8d COMMO HVAC SYSTEM NOTES 1"OR LESS 12"O.C.FIELD LLQ J 6"O.C.EDGE 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. > Q � 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists Section R602.8-FIREBLOCKING REQUIRED O under all bearing walls. NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety and to form an effective fire barrier between stories,and between a top story and the roof space. n Q 2: requirements. Fireblockin shall be provided in wood-frame construction in the following locations. Fri 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF g P g m Z) needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. O O equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor _ ti 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 W CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 3).HVAC subcontractor to provide final system layout drawing and submit it to the General P g g Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. ,9 A pC--t. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces r►�' h ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. v SDRAWN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tol -16d nail per foot. /° 0',C „_ , I- 3). 3).All electrical work to comply with 2014 NEC. L? /r *� SCALE: 1/4 -1-0 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 4.Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SOIL COMPACTION: flame and products of combustion. ; JOB#: approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM ) g P ,. � torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR I � February l4,2019 TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. SHEET NUMBER: EXTERIOR FIBERGLASS COLUMNS TO BE HB&G EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to OR APPROVED EQUAL.INSTALL WITH CAP 5.7 SQ.FT.2ND.FLOOR) REMOVE AND ADD ADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. ( AND BASES.USE WITH FLASHING CAPS TO MIN.44"SILL-AFF 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE' COVER TOP DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE b O{` ti SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY - -- TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. of Fol Michael J Domino, President Town Hall Annex John M. Bredemeyer, III, Vice-President ho 54375 Route 25 Glenn Goldsmith a P.O. Box 1179 A Nicholas Krupski '!.jj0� Southold, NY 11971 Greg Williams r Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD ° TO: KENDALL TODD Please be advised that your application dated April 16, 2019 has been reviewed by this Board at the regular meeting of July 17, 2019 and your application has been approved pending the completion of the following items checked off below. xx Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) Vt Day of Construction ($50.00) % Constructed ($50.00) xx Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) 30-Year Maintenance Agreement (complete original form enclosed and submit to Board of Trustees Office) The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ 50.00 `Ql� BY: Michael J. Domino, President Board of Trustees Michael J. Domi resident Town Hall Annex John M. Bredemeyer Iii,-v ice-President =�� �� 54375 Route 25 Glenn Goldsmith y P.O.Box 1179 A.Nicholas KrupskiSouthold,NY 11971 Greg Williams '� p�RF Telephone(631)765-1892 dol Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Completed in field by: KENDALL TODD requests a Wetland Permit for the existing 1-1/2 story, 1,479.5sq.ft. dwelling, and to construct a 15'x18' second story addition with a 9'x5' second story deck within existing footprint of dwelling; for the existing 236.8sq.ft. seaward side deck, and to replace existing deck boards and railings; and for the existing 26'10"x12' seaward side arbor/pergola, and to repair any rotted boards. Located: 670 Bayview Drive, East Marion. SCTM# 1000-37-5-3 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required , 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice'of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: J. Bredemeyer M. Domino G. Goldsmith N. Krupski G. Williams Other -- St1FF0�f`==® r Michael J. Di >, President DEQ �s Town Hall Annex John M. Bredemeyer III,Vice-President �� `yam 54375 Route 25 Glenn Goldsmith y P.O.Box 1179 A.Nicholas Krupski . Southold,NY 11971 Greg Williams p`c Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: 6 Completed in field by. Charlie Thorp on behalf of KENDALL TODD requests a Wetland Permit for the existing 1-1/2 story, 1,479.5sq.ft. dwelling, and to construct a 15'x18' second story addition with a 9'x5' second story deck within existing footprint of dwelling; for the existing 236.8sq.ft. seaward side deck, and to replace existing deck boards and railings; and for the existing 26'10"x12' seaward side arbor/pergola, and to repair any rotted boards. Located: 670 Bayview Drive, East Marion. SCTM# 1000-37-5-3 CH. 275-3 - SETBACKS WETLAND BOUNDARY: ' Actual Footage or OK=� Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: .100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: 'Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: ��htC r.s -/_ � 2 ii r ­/o ,�// -- f112e C /z J /V&-)114- 71-vr7'_ &-64e fACg c-nNW f (2 �4/Qty e,574 area I have read & ac�knWIedged the foregoing Trustees comments: Agent/Owner: Present were: J. Bredemeyer M. Domino G. Goldsmith N. Krupski G. Williams Other Drive,Kendall Todd VO Bayview ZCTM#: 1000-37-5-3 VA lot d _ 6/ 12 /20019 , 11 : 03 � Sia •• +� ,�• � ��•. ( Y�,••,V��f. 1 � r • ► 111 `i OX ON T— T/2 019 11 03 Michael J.Domino,President ��► SU(/jjfo Town Hall Annex f John M. Bredemeyer III,Vice-President h0 l0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G Q O Telephone (631) 765-1892 Greg Williams O Fax(631) 765-6641 lonuil BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: y-� Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction '/2 constructed Project complete, compliance inspection. 0-71 I N;iD BY: C� COM NTS' CERTIFICATE OF COMPLIANCE: t + 66 , �r T o Gy r 1,4 link 1 ' J M x , r , moil UAW " ' ! I i t is v a A M 1 . 1 ys K',i ` i� - Lr \i}•- �,�- .! f ,...• .rte 1. -�h {tom i c _ a `s or , —_ N TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET L-7 //) VILLAGE DIST, SUB< LOT ORMER OWNE E ACR, S w TYPE OF BUILDING RES. SEAS. VL. FARM COMW CB. MICS, Mkt, Value LAND IMP. TOTAL DATE REMARKS !"I 2zz Ae,6 l., 7 J v4Jr, e v w 4,zr 5 8 ) TOWN OF SOUT ffln AGE BUiLDING CONDITION NEW NORMAL BELOW ABOVE FAR"I'l Acre Value Per VQIue -Acre Tillable FRONTAGE ON WATER 0 Woodland i FRONTAGE ON ROAD Meadowland DEPTH 1� 3 House Plot BULKHEAD Totcr DOCK - 111 rz ®■■■■■■■■■■■■■■■■■■■■■■■■■■■ , ,, , 4 +' ■■ ■■■■■■■■■■ ■■■■■■■■■■■■■ �. V M''° ■ ■■■■■■■■■■■■■■■■■■■��■■■■■■ Y IN ■■■■■■■■■■■■■■■■■■■■■■■■■■■ IN MEMMM■■EM■■MEM■ MMENEMENEME �. - ■■■■ �ri � ■MQ■■■■■■■■■OMEN■■■ TIN OMMEEff, WEO■OOMEN OMi i ■■■FR IRiM�[ 1Ml��MMtE�O ■M■MEAVC. M■ NOE ■■MMMMMEiI�iJMf�iii■MEOO■M ONEM■M ■■ME■■EMEMEMM■MO■■OOON . 1 - - - ' lace , Type Roof Recreation '•• '•• • •• OFFICE LOCATION: ®��Irtag S®ury®l MAILING ADDRESS: Town Hall Annex h ® P.O. Box 1179 54375 State Route 25 l l [ Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) CA Southold,NY 11971 ® Q Telephone: 631765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: June 19, 2019 Re: LWRP Coastal Consistency Review for KENDALL TODD SCTM# 1000-37-5-3 KENDALL TODD requests a Wetland Permit for the existing 1-1/2 story, 1,479.5sq.ft. dwelling, and to construct a 15'x18' second story addition with a 9'x5' second story deck within existing footprint of dwelling; for the existing 236.8sq.ft. seaward side deck, and to replace existing deck boards and railings; and for the existing 26'10"x12' seaward side arbor/pergola, and to repair any rotted boards. Located: 670 Bayview Drive, East Marion. SCTM# 1000-37-5-3 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 on the new submittal and my assessment, the proposed action is recommended as EXEMPT from LWRP CC review pursuant to 268-3. Definitions: A. Maintenance or repair involving no substantial changes in an existing structure or facility; ll. Additions to an existing building or rebuilt residential structure which results in no net increase in ground area coverage, except where the parcel is located in a coastal erosion hazard area; Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Peter Young,Chairman Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 i Southold,NY 11971 ��/(l1 �` 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 Wed., June 12, 2019 the following recommendation was made: Moved by Carol Brown, seconded by Peter Young,,it was RESOLVED to SUPPORT the application of KENDALL TODD to construct a second-floor addition with deck all within existing footprint of dwelling, replace existing deck boards and railings, and construct new second-story addition over existing structure. Located: 670 Bayview Dr., East Marion. SCTM#37-5-3 Inspected by Peter Young, Carol Brown The CAC Supports the application with proper drainage and requests the location of the sanitary system be noted on the site plan. Vote of Council: Ayes: All Motion Carried Michael J. Domino, President �o�oS h l�Gy Town Hall Annex John M. Bredemeyer, III, Vice-President o 54375 Route 25 Glenn Goldsmith N P.O. Box 1179 A Nicholas Krupski y Southold, NY 11971 Greg Williams ��l ,�c � Telephone (631) 765-1892 Fax (631) 765-6641 SOUTHOLD TOWN BOARD OF TRUSTEES TO: SOUTHOLD TOWN BUILDING DEPARTMENT RE: VERIFICATION OF BUILDING DEPARTMENT PERMIT REQUIREMENTS . S CTM#: \ ' APR 2 6 2019 Property Owner Name: Topp Date Sent to Bldg. Dept: �• ZG•� r 4�..h , • Tir The Office of the Board of Trustees is forwarding the above referenced application for verification of the Building Department's permitting requirements stated below: YES NO Will the proposed project require a Building Permit? Will the proposed project require a variance determination from the Zoning Board of Appeals? Will any part of this application be considered a Demolition as described under Town Code? COMMENTS: agaturjeo LReewer Date Michael J:Domino,President �*0f SO(/�yO Town Hall Annex John M.Bredemeyer III,Vice-President '`� l0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski 0 Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use S ] r=a Coastal Erosion Permit Application i, _,' r- — -- - --- Wetland Permit Application Administrative Permit ApR 1 6 Amendment/Transfer/Extens'on $ j Received Application: /`• I - Received Fee: $ C � ompleted Application: Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): 7 �LWRP Consistency AssessmeForm Sent: DAC Referral Sent: S Zq•�� ate of Inspection: --------&�, Receipt of CAC Report: Technical Review: Public Hearing Held: • 7 �or �Id Resolution: PutrGkr Owner(s) Legal Name of Property (as shown on Deed): Mailing Address: Phone Number: ca—^ !9�4 n� Suffolk County Tax Map Number: 1000 - 'S Property Location: ��� �a Iy I i r } Al AY J '-jn (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT (If applicable): Mailing Address: Phone Number: 001 7I�lI Board of Trustees No—,.ication GENERAL DATA Land Area(in square feet): 1 CA . 32(Z� s t, Area Zoning: R-t^ q-J3 Previous use of property: v�jS6", Intended use of property: 3 4 1&a 6�A 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 No If"Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes No If"Yes",please provide copy of decision. Will this project requir y 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 i q(J ice«1�-c No prior permits/approvals for site improvements. _/ Has any permit/approval ever been revoked or suspended by a governmental agency? [� No Yes If yes, provide explanation: Project Description (use attachments if necessary): Board of Trustees AnnUcation WETLAND/TRUSTEE LANDS APPLICATI®N DATA Purpose of the proposed operations: !ii v^ c, Area of wetlands on lot: *�/�i�square feet Percent coverage of lot: % Closest distance between nearest existing structure and upland edge of wetlands: feet Closest distance between nearest proposed structure and upland edge of wetlands:.Y.Ir feet Does the project involve excavation or filling? L_No Yes If yes,how much material will be excavated? cubic yards How much material will be filled? cubic yards Depth of which material will be removed or deposited: feet Proposed slope throughout the area of operations: Manner in which material will be removed or deposited: 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): 61Z20 Appendix B Short Environmental Assessment Form Instructions for Comnletinll Part I -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. if additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: o r Project Location(describe,and attach a location map): Brief Description of Proposed Action: / p, . i� D /� i C , V,t / 'fi e y� S >r'� /��t+t, v� L �,�C + CJ'i'C k q� --xis� Name of Applicant or Sponsor: Telephone: E-Mail: Address: City/PO: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: El fflo" 3.a.Total acr ge oft e site of the proposed action? aures- S �� b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1J.3 aere9 �f 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial ZResidential(suburban) El Forest ❑Agriculture El Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ ❑ b.Consistent with the adopted comprehensive plan? EF t 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ V 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: D 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES FV b.Are public transportation service(s)available at or near the site of the proposed action? 19. 1 D c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? D 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ [K 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ Rf Rf 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? D b.Is the proposed action located in an archeological sensitive area? D 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YE 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? E]If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Iderytify the typical habitat types that occur on,or are likely to be found'on the project site. Check all that apply: UA'Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed YES NO by the State or Federal government as threatened or endangered? ❑ 16.Is the project site located in the 100 year flood plain? NO,1 YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, Ela.Will storm water discharges flow to adjacent properties? ❑NO DYES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: DNO DYES Page 2 of 4 r 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: 1� ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: F-1 I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE l Applicant/sponsor name: iw o lA —T;F{d Date: Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur I. Will the proposed action create a material conflict with an adopted land use plan or zoning ❑ regulations? E�( 2. Will the proposed action result in a change in the use or intensity of use of land? El 3. Will the proposed action impair the character or quality of the existing community? 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 E�f ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: El a.public/private water supplies?, b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, Elwaterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage 1:1problems? 11. Will the proposed action create a hazard to environmental resources or human health? El Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. F] Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an �Alenvironmental 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 i pact . Town of Southold-Board of Trustees (Olt 711 f Name of Lead Agency Date Michael J. Domino President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Respo ble Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 Board of Trustees A7~ 1.ication AFFIDAVIT BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS ��n DAY OF �R�L , 20 I q Notary Public DIANE DISALVO NOTARY PUBLIC-STATE OF NEW YORK No, OI D1475593 Quallfled in Suffolk County My Commission Expires April 30, 2022 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and emplpyees. oose of this form is to provide information which can alert the town of pgssible conflicts of interest and allow it to take whatever action is necessary to avoid same.YOURNAME: l (Cast name,first name,ipiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other,name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship 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 applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the 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 I /- I Submitted this Ip day of 20 P? Signature Print Name Form TS l y 1 Michael J. Domino, President { o�Q CCG„ Town Hall Annex John M. Bredemeyer III,Vice-President bY,�� �,�,q 54375 Route 25 Glenn Goldsmith " cm z P.O. Box 1179 A.Nicholas Krupski _, ?' Southold,NY 11971 Greg Williams 4, p Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of KENDALL TODD COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING THIS FORM IS TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR AT LEAST SEVEN DA YS PRIOR TO THE PUBLIC HEARING DATE I, �• IIA , residing at/dba being duly sworn, depose and say: That on the / day of , 2011(, I personally posted the property known as 0 ��" �� �'' t�C.4-C . r• ylC -Co7Lc ��/1 I �C(lk (()00 by placing the Board of Trustees official poster where it can 4asily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednesday, July 17, 2019. Dated: ��/ S/ I q G ��775 (signature) Sw,orn to betpre me this day o (>L No r P lic ANGEL R MACEIRA II Notaiy Public- State of New York N0. 01 MA6254686 Qualified in Suffolk&C,ou�nt� My Commission Expires CJI•(� PROOF OF MAILING OF NOTICE ATTACK CERTIFIED MAIL RECEIPTS Name: r�� ��`� Address: dy 6 STATE OF NEW YORK COUNTY OF SUFFOLK (i�Lrx,c^�QS —11L(-vt p , residing at >�tc)t I Cat, [ E� l ege-cr7rt A)y T 3 being duly sworn, deposes and says that on the day of ill , 20/q, deponent mailed a true copy of the Notice set forth in the Board of rustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Sworn t before me this Day o 120 1' tary Public ANGEL R MACEIRA II Notaiy Public -State of New York N0. 01 MA6254686 Qualified in Suffolk County My Commission ExpiresC�' DID ® + Ln ° Lr) Ir y, ° TO B BR _s NY 1x719 ;° [ °` < °lJALC: ��-0 239 r g_ x iIr 1.7939 Certified Mad Fee $3 r e Q� Certified Mail Fee $3•er�7 p u 1 $ c d a N N y Q' Extra Services&Fees(ch eckbo 4 a dd fee a�agpnWel `O Y .� ' ill $ �� A 11 Return Receipt(hardcopy) U Vh Er Extra Services&Fees(check box add fee (�ate) 7� I ❑ airy_j i(y (1 Postmark ��� { t� ❑Return Receipt(electronic) $ `' TS ❑Return Receipt(hardcopy) $` �� postmark ?`,a Here ❑ Return Receipt(electronic) r ❑Certified Mail Restricted Delivery $ I- 1� Her _ ❑Adult Signature Required C3 ❑certified Mad Restncted Delivery $ y-�1{��— 1 O []Adult Signature Restricted Delivery$ O J 1 O F1 Adult Signature Required $— ZO`� O g U` O O ❑Adult Signature Restricted Delivery$ Postage Ir $ 7.3 G7/oa/2��19 C3 Postage $7.3 J ��� O Total Postage and TIN m $ $13.b� ! O Total Postage and Fees m $ f M e � Sent To `f� - --- ---- -- No. ---- - V Se o ------ u�treet and t.No.,or O x �h, ----------------- i _ � Sheet andApt. P�Bojr No � -- ----- - --------- • " --- l7 /l i 11 to IP+ J�- fid[L L -- C` r.. -----^----- Ctty State,Z 11 r 11 111.1 :01 - 1 11 111•1 ' - ®'a AMA Er- Certified Mad Fee $3.50 0939 Irl $ IT' Fxt Services&Fees(checkbow add fee ate) �c`Q N At), ❑Return Receipt(hardcopy) $ ♦` j r-I ❑Return Receipt(electronic) $ Postma/ M []Certified Mail Restncted Delivery $ Here I M ❑Adult Signature Required $ ' C:31 ❑Adult Signature Restricted Delivery$ C3 Postage $7.35 or $ 07/08/201 c3 Tota!Postage and Fees 1 m $ $13.65 us r.p Sent ---T-o-- f -- r9 - -- �. � -N---orPBox E:3 dA - - -- �i y, y City,State,ZIP+4 ----- ----------- .� ^, ' :0B 4✓ - °I 1 111' 1��� - - — C PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS aC) Name: / to y o5 evr-- STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Sworn to before me this Day of , 20 Notary Public iloTl P TF P -1"ARlil (w I� L. NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning-this property. OWNER(S) OF RECORD : KENDALL TODD SUBJECT OF PUBLIC HEARING : For a Wetland Permit for the existing 1 -1/2 story, 1 ,479.5sq.ft. dwelling, and to construct a 15'x16' second story addition with a 9'x5' second story deck within existing footprint of dwelling ; for the existing 236.6sq.ft. seaward side deck, and to replace existing deck boards and railincun f�1 thGgl _ _ GnIjLiig 2-v'11i --R 12-' a-caWdlU side arbor/pergola, and to repair any rotted boards. Located: 670 Bayview Drive, East Marion. SCTM# 1000-37-5-3 TIME & DATE OF PUBLIC HEARING : Wednesday, July 17, 2019 - 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 for inspection prior 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 NUTILmL. Ulm HEL. A ,KINC NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: KENDALL TODD SUBJECT OF PUBLIC HEARING : For a Wetland Permit for the existing 1 -1/2 story, 1 ,479.5sq.ft. dwelling, and to construct a 15'x16' second story addition with a 9'x5' second story deck within existing footprint of dwelling ; for the existing 236.6sq.ft. seaward side deck, and to replace existing deck boards and railings; and for the existing 26'10"x12' seaward side arbor/pergola, and to repair any rotted boards. Located: 670 Bayview a Drive, East Marion. sCTM# 1000-37-5-3 TIME & DATE OF PUBLIC HEARING : Wednesday, June 19, 2019 — 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 for inspection prior 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 - I 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 sing ificant 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, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# PROJECT NAME 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: R/ Nature and extent of action: A/ �, Location of action: 6 e--M) Site acreage: 0 Present land useq��=ec ' Present zoning classification: L4 C) 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: ::1;! (b) Mailing address:�� J i Alen G (c) Telephone number: Area Code( ) (d) Application number,if any: N�A Will the action be erectly undertaken,require funding, or approval by a state or federal agency? Yes El No;, If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Yes ❑ No [—] Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LVW Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No VNotApplicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP ection III—Policies Pages 6 through 7 for evaluation criteria Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III — Poli c'es 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 HI—Policies; Pages 22 through 32 for evaluation criteria. Yes No - 'Not Applicable ,1/ Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 3 through 34 for evaluation criteria. Yes ❑ No[] Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wast . See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ElYes ❑ No Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes[] No iNot Applicable Attach additional sheets if necessary WORKING COAST eOLICIES 1 v Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. 0 Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No [/Not Applicable ' Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 t'ough 65 for evaluation criteria. Yes ❑ No❑ Not Applicable Attach additional sheets if necessary Policy, 13. Promote appropriate use and development of energy and mineral resources. See LWRP Sec ' n III—Policies; Pages 65 through 68 for evaluation criteria. Yes ❑ No ❑ Not Applicable PREPARED BY TITLE DATE I b h S