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Home My WebLink AboutTR-9379 Glenn Goldsmith,President *0 SU�Ty Town Hall Annex Michael J.Domino ,`O� �� 54375 Route 25 P.O. Box 1179 John M.Bredemeyer III Southold,New York 11971 A. Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams O Fax(631) 765-6641 ` BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1789C Date: January 12, 2021 THIS CERTIFIES that the demolition of existing dwelling; and,foundation and construct new 20'' landward• construct a 40' wide by 34' deep foundation with elevations to remain as pteviously approved; construct a 40' wide by 34' deep-two-story`dwelling with a 40' wide by 6'9-%2'deep front porch with roof to be 42'8"wide by 8'-11 %2''-,deep with abbroved eaves ori the east and west side of the house; demolish and remove existink seaward'side concrete patio; construct a new 36'-9 '/2"wide by 22' deep elevated framed deck with 8' wide stairs attached to back and a 4' wide stairs on the west side of the deck adj acent to the newly located house• install gravel under footprint of deck; construct a 39'9 '/2" wide by 13'4"deep Patio,roof,reconfigure existing driveway add cobblestone-apron and sides and paver Wal .from driveway to dwelliri remove existing oiitdoor shower and construct a 4'x10'6"'outdoor shower with two (2)new steps to grade;install a raised 4'x8' platform for two (2) A/C units`on Westerly side of dwelling supported by a 12" Bona tube on-an 18"x18"xl2" concrete footing; install gutters to leaders to dbMwells to contain roof runoff, and install a line of silffeincing prior s' to and during construction as per Chapter 236 of the Town Code-Stormwater Managerrieik; install a 1 OOO gallon-propane tank• for'the relocation of two 8'x12' sheds and removal=of one ' 6'x10' shed• and to install a CENT-OWTS septic system in lieu of a proposed CEN5-OWTS , . septic system with the condition that the area seaward of,the flagged wetland line as-depicted-on survey prepared by-NathanTaft Corwin III Land Surveyor dated December-14, 2018 remain as a non-disturbance area; and that 10' landward of the flagged line as marked on survey prepared by Nathan Taft Corwin III Land Surveyor dated December 14 2018 be,established and perpetually maintained as a 10' non-turf buffer; At 1940 Mason Drive, Cutchogue Suffolk County Tax Map,#1000-104-7-16.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 26, 2018 pursuant to which Trustees Wetland Permit#9379 Dated January 16, 2019,was issued and Amended on September 18, 2019 and Amended again on November 13, 2019 and Amended again on February 12, 2020 and Amended again on October 14, 2020 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing dwelling and foundation and construct new 20' landward; construct a 40' wide by 34' deep foundation with elevations to remain as previously approved• construct a 40' wide by 34' deep two-story dwelling with a 40' wide by 6' 9 %2" deep front porch with roof to be 42'8"wide by 8'-11 %2" deep with approved eaves on the east and west side of the house; demolish and remove existing seaward side concrete patio; construct a new 36'-9 %2"wide by 22' deep elevated framed deck with 8' wide stairs attached to back and a 4' wide stairs on the west side of the deck adjacent to the newly located house; install gravel under footprint of deck; construct a 39'9 '/2"wide by 13'4" deep patio roof, reconfigure existing driveway, add cobblestone apron and sides and paver walkway from driveway to dwelling; remove existing outdoor shower and construct a 4'x10'6" outdoor shower with two (2) new steps torg ade;install a raised 4'x8' platform for two (2) A/C units on westerly side of dwelling supported by a 12" sona tube on an 18"xl8"x12" concrete footing; install gutters to leaders to dWyells to contain roof runoff, and install a line of silt fencing prior to and during construction as per Chapter 236 of the Town Code—Stormwater Management; install a 1 000alg lon propane tank; for the relocation of two 8'x12'-sheds and removal of one 6'x10' shed,• and to install a CENT-OWTS septic system in lieu of a proposed CEN5-OWTS septic system with the condition that the area seaward of the flagged wetland line as depicted on survey prepared by Nathan Taft Corwin III Land Surveyor dated December 14, 2018 remain as a non-disturbance area; and-that 10' landward of the flagged line as marked on surveyprepared by Nathan Taft Corwin III Land Surveyor dated December 14, 2018 be established and perpetually maintained as a 10' non-turf buffer-, The certificate is°issued to Scott& Susan Ambrosio owners of the aforesaid property. Authorized Signature Page 1 of 1 HP Lager- M402n SUP$RVISOR020 RECEIPT ® E C E 0 V E Suffolk County Clerk`. JUDITH A. PASCALE JUN 1 1 2021 County Clerk Southold Town Roerd of Trustees Receipt Number 21-0104871 y Payor Name SCOTT A. & SUSAN A. AMBROSIO ----------------------------------- DESCRIPTION TRANS AMOUNT ----------------------------------- Type of Instrument: DECLARATION Page/Filing $40 . 00 Handling $20 . 00 COE $5 . 00 NYS SRCHG $15. 00 TP-584 $0. 00 Notation $0 . 00 Cert.Copies $10 . 00 RPT $200 . 00 Fees Paid $290 . 00 LIBER D00013107 PAGE 117 DATE: 06/03/2021 TIME: 02 : 17 : 07 PM ----------------------------------- RECEIPT TOTAL $290 . 00 CHECK AMT PAID $290 . 00 TOTAL AMOUNT PAID $290 . 00 CHECK REFUND $0 . 00 ----------------------------------- COMMENTS CC# : C21-12877 COUNTY CLERK'S OFFICE STATE OF NEW FORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, 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 06/03/2021 under Liber D00013107 and Page 117 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 06/03/2021 SUFFOLK COUNTY CLERK JUDITH A.PASCALE SEAL %z u! 'tR.el,rR-.rf YY+` III VIII IIII(IIII _,.i�..S:i VIII VIII VIII VIII Ilill 11111 IN IN r i .r"'1fy y ,m:�.. IIII III II I II I II II I I II IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 06/03/2021 Number of Pages: 8 At: 02 : 17 : 07 PM Receipt Number : 21-0104871 LIBER: D00013107 PAGE: 117 District: Section: Block: Lot: 1000 104 . 00 07 . 00 016 . 001 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $40 . 00 NO Handling $20. 00 NO COE $5 . 00 NO NYS SRCHG $15. 00 NO TP-584 $0 . 00 NO Notation $0 . 00 NO Cert.Copies $10 . 00 NO RPT $200. 00 NO Fees Paid $290. 00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County ,ner of pages +Ltkt. i i SUFFOU COIF{T'/ L D00013107 This document will be public P 117 record. Please remove-all } Social Security Plumbers prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee T� Mortgage Amt. 1. Basic Tax _ Handling 20. 00 2.-Additional Tax _ TP-584 Sub Total _ Notation Spec./Assit. f� EA-52 17(County) Sub Total ` or Spec./Add. _ EA-5217(State) TOT.MTG.TAX _ R.P.T.S.A. . C�Ud�y, Dual Town Dual County_ -�1�, Held for Appointment Comm.of Ed. 5. 00 i�; m Transfer Tax _ a� u' Affidavit Mansion Tax Ce i ,„�� _ it The property covered by this mortgage is ` 'ed Copy aa or will be improved by a one or two NYS Surcharge 15. 00 Sub Total JU family dwelling only. YES or NO Other .- Grand Total If NO,see appropriate tax clause on page# of this instrument. 4 Dist. 4496008 1000 10400 0700 016001. 5 Community Preservation Find Real Property Consideration Amount $ Tax Service 441111111miniall Agency CPF Tax Due $ Verification 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address Improved RECORD&/R,E-TURN TO: Vacant Land J�I� 79pybe��to • a�� jt/j�71J ��1`��, TD TD TD Mail to: Judith A. Pascale, Suffolk County Clerk 7 Title Cornyanv Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# 8 Suffolk Count Recording & Endorsement Page This page forms part of the attached I C C-Ygw3%/J1V made by: (SPECIFY TYPE OF INSTRUMENT) ;�c,5 f'lf� I/jlr�Sf The premises herein is situated in SUFFOLK COUNTY,NEW YORK. T In the TOWN of � 1.0 In the VILLAGE / or HAMLET of CJ�CG9�%U e BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. 12-0104 10I08kk - (over) DECLARATION OF COVENANTS i THIS DECLARATION made this 21 day of January , 2021 , by Susan F Ambrosio_, residing at 25 Brian Lane East Northport, NY 11731 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 _1940 Mason Drive , _Cutchogue, NY 11935 Town of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section 1000 , Block 104-07 , Lot-16.1 which is more particularly bounded and described as set forth in Schedule "A"/Exhibit "A" annexed hereto, hereinafter referred to as the Property; WHEREAS, the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold (hereinafter the "Trustees") pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor, and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; WHEREAS, the DECLARANT(S) therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities; and WHEREAS, as a condition of the granting of a Wetlands Permit "Exhibit B" to undertake such regulated activities, the Trustees required that the area seaward of the flagged wetland line as depicted on survey prepared by Nathan Taft Corwin III, Land Surveyor dates December 14. 2018 remain as a non-disturbance area, and that loft landward of the flagged line as mazked on survey prepared by Nathan Taft Corwin III, Land Surveyor dated December 14, 2018 be established and :-4 perpetually maintained as a 10' non-turf buffer; and as depicted on the survey prepared by Nathan Taft Corwin II1, Land Surveyor dated December 14,2018 and i stamped approved on January 16,2019. WHEREAS, the DECLARANT has considered the foregping 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 the area seaward of the flagged wetland line as depicted on survey prepared by Nathan Taft Corwin III, Land Surveyor dates December 14. 2018 remain as a non-disturbance area, and that 10ft landward of the flagged line as marked on survey prepared by Nathan Taft Corwin III, Land Surveyor dated December 14, 2018 be established and perpetually maintained as a 10' non-turf buffer; and as depicted on the survey prepared by Nathan Taft Corwin III, Land Surveyor dated December 14,2018 and stamped approved on January 16,2019. "non-disturbance buffer" as defined by Chapter 275 of the Town Code: to wit: 11 A vegetated area, as designated by the Board of Trustees, immediately landward of the wetland boundary, shoreline structure, or other line designated by the Trustees where no operations, maintenance, placement of signs or other activities may take place, except that man-made debris may be removed from such area by hand without the permission of the Board of 2 _ 'Vyir Yf/ Trustees". An application for a wetland permit may be submitted for the removal of harmful, "invasive" or non-native vegetation; and as depicted on } the Ambrosio Survey/Site Plan last Dated June 14. 2020 , Revise Prop. Sheds last dated and stamped approved on October 14th 2020. see Exhibit C 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 day of April 12th 2^021_ C OWNR'S SIGNATURE OWNER'S SIGNATURE STATE OF NEW YORK ) COUNTY OFSufpot* ) ss. On the f day of C)-P,,- in the year 20,1, before me the undersigned, a Notary Public in and for said State, personally appeared �$y}w r1mby®gpo personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose names) 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 Publd ANN Ail PATRONAGGIO Notary Public, State of New York Regiciratton#01PA6323596 Qualified In Nassau County Commission Expires April 20,20', 1" 3 '�;.. '%'44"-'''�"��+'y1 ". ,_ ^-_.�--...-....�..-+.-•.«......�...�u�.v::.nwrx..raseu'�m,rr�aw'...*.+w....�.mv..mnaew ..n,aw.wu.r,.�...........,�..`._ —- ��_ BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO.9379 DATE: JANUARY 16,2019 ISSUED TO: SCOTT&SUSAN AMBROSIO PROPERTY ADDRESS: 1940 MASON DRIVE,CUTCHOGvk---) SCTM#1000-104-7-16.1 AUTHORIZATION 'b''A Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in- accordance with the Resolution of the Board of Trustees adopted at the meeting held on January 16,2019,and in consideration of application fee in the sum of$250.00 paid by Scott& Susan Ambrosio and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish existing one-story residence;existing foundation to remain and be raised approximately 2'in order to meet FEMA elevation requirements;extend foundation approximately 10' landward;construct a proposed 3411"x34'two-story dwelling with 34'1"x2'10.5"front porch;raise existing 3018"x22'waterside patio approximately 2'and modify/lengthen existing 7'wide steps to ground ) off patio to accommodate new height;remove existing outdoor shower and construct a 41x1016"outdoor shower with two(2)new steps to grade;abandon existing septic system and install new septic system on the landward side of the dwelling;add 900 cubic yards of clean fill landward of dwelling for,the proposed sanitary system;move existing 8'4"x12'3"shed closest to the dwelling approximately 7'landward;` replace existing wood tie planter with new 3'wide by 28"high wood planter around waterside patio and re-vegetate;install a raised 4'x8'platform for two(2)A/C units on westerly side of dwelling supported by a 12"sona tube on an 18"x18"x12"concrete footing;install gutters to leaders to drywells to contain roof runoff,and install a line of silt fencing prior to and during construction,as per Chapter 236 of the Town Code—Stormwater Management;with the condition that the area seaward of the flagged wetland line as depicted on survey prepared by Nathan Taft Corwin III,Land Surveyor dated December 14,2018 remain as a non-disturbance area;and that 10'landward of the flagged line as marked on survey prepared by Nathan Taft Corwin III,Land Surveyor dated December 14,2018 be established and ! perpetually maintained as a 10'non-turf buffer;and as depicted on the survey prepared by Nathan Taft Corwin 111,Land Surveyor dated December 14,2018,and stamped approved on January 16,2019. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the 16''day of January,2019. ��g�FFOt,�cO NY5 U,N 504a Nathan Taft Corwin 111 Land 3urVeyor fn S1. J heY 'Jr I.S Jwa j LS si.w._ ca.xMan irwn aHarna��Jt, PHONE(e51)721-Mo san(851)727-1727 OP158B ta.R. N At PO,Amass 1586 Nqn N P0.Bon 18 JrnmpW,Nn.YaY IIBai Jmm=epm1,Ne.YM 11947 TERMS AND CONDITIONS • yiw ,.. The Permittee Scott&Susan Ambrosio residing at 1940 Mason Drive Cutchogue New York as part of the consideration for the issuance of the Permit does understand and prescribe to the a following: "s 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. r 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. urs U No Bole] Nathan Taft Corwin IBI Land Surveyor • %mc.w�n n-n.a.woe. C� _ Suan.ror tv SIW baMen.tr 1.5 I ,..•n v.'b e.L. `\ rroouuamww •a ' y __ ___ ,..______ _____I _ Jw.o�i A In9.ym is r m � ruero.wntron Lnyevl OET PXONC(5]1)]27-2090 Pm(BBQ]27-172] w OF6 LOGIN R M44M0 AODR6 INs 1585 OAn R— P,0 Bot 1B --- — Jmmmporl,Nn Yer4 ItBt] JSmeeDort,Xe.Yert 11947 f0 AMBROSIO SITE PLAN SITUATE O CUTCHOGUE TOWN OF SOUTHOLD �C SUFFOLK COUNTY, NEW YOF a•^ ""' S.C. TAX No. 1000-104-07-1 E SCALE 1"=30' APRIL 11, 2019 L1 OCCO BE"OCTOBER ID.220ieolUropOE�CAnoH OF SHED "� ' RYEY NOVE11DM 25 2018 F((W�W99E I 520 I EVEIESE SS117E N�ODCE 11/14/ D£CEMBEH 14 2010 REVISE SITE PLJJi M,o,.aul""i1O IV 7� ,Am 1ST-9 A• .�"x JAN �/S5EmppJJIIVE�UoLyILJYYBBFFpipoOlisRE`�v1i'Pp%MiY�so11Ep�11pDEETN�aWgnHCIEI''U SaN DR A. vXMa - ac F��°LIng SEPIF1NBEf1 35 .1 1B2Ap�01INEY 1ROP SWPNOUSE COR EBMt 31 0019 LLyyII$5E SSIRIREEF PUUNNN "40 N-I7'S\'SO'• �P� !RV>'� ' - �E�• �,p �ppelGx FEBRUARY B w OF E OIAI10 SiRFErEYIIAE pS1 rlv SHEDS A1AN ]1 2 20REVflIS�PRDS 5 pJb 1,20x0 % 22b'jo � TMS �vgp11M'� ....vd JUNE 14,20£0 Pfl15E PROP.SNEE09 ti'wa-p ` d'eIY+D" ,�,oiil ,aM a TOTAL AREA - 62,613 sq f1 oUx y-� W ltd"fig 5"" (TD TIE LINE) 1 437 D0 ©,.0 /�YJ3� UPLAND AREA= 29,943 eq fl ° e a APPRriY---Fb 6Y aw DCARD OF TRUSTEES 6TD, ^AP i _— 4r1i w N° TOWN OF SOUTHOLD DATE A 91 PpgPO'�P .• 1)`i � n,.lA - -- BY be�[FgL_RORTII?d ON OECNOER 21YIX "+a --- ' JU � �.k� �,'' ••\ � ,.Sag P, �J (n a m n JIIC,ECB - e S°Pi LR.,,,.e AL �a ARL A4 & RXIST7NC Lor COVERAGE OVER UPLAND AREA OcsORumgx Aau acc�-' 014 L[RANos 11",'•1l�' •DIG. D,E PORN ..xO RUR PARD r00 v1) 11 2S% (x)Sm, 192 w Ra 7x `14 JAL. ' TM. I,B42.9 II A X I PROPOSED for COVERAGE N uG OVER UPLAND AREA DESCRIPTION AREA %Lm CWDI INp S 06\��G' y p \ 1.•' ♦ ',Ii rNOP POPoN WITH1,830., II 53% lut' ( 8 a .1W,. Paoeoseor 0.wiR Bao.e N x]z 3 !9n \\ 1'1 Al (2)SWINGS Tex. 11 a7% TOTAL x.732.R.0 B B% 6p 44. I V iU �♦ "' 1 \ I y \ NOTES, '43' t4 1 ELEVATIONS ARE REFERENCED TO N.AVO 1998 0MUM BROADTNATL'RS COVE '00.EXISTING ELEVATI0M4 ARE SHOWN THUS'AXF \ EXISTING CONTOUR LINES ARE SHOWN THUS -----N----- PROPOSED CONTOUR LINES ARE SHOWN THUS—fes-- DR:INACP 1)T'TEA' AL T ATfONR• ROOF AREA(HOUSE,PUFCNES G OECK)r 2,140 eq 11 unwNRmn N.mNmw ge xvenm+ 2.THIS PROPERTY IS IN FLOOD ZONE AE fEL 8)AS SHOWN ON 2.410.q.f! X 017=416 vu II r�[�qa j y0i ��A naD FLOOD NISURANCE RATE NAP No 3810 COT 4 H 418 cu fl /42.2=9 8 veHiagl ff v1 B'div IevaNlnD FOeI regvind E Z n4 MBE fIDBO—M.DETBOAND PROVIDE(S)B'dla X 2'high STORM DRAIN POOLS �I9�gr t�� uu IOr eewrm 3 REFER TO PaOP0eF0 I/A OWTS PL.S BY PROPOSED B'DIA X 2'DEEP ORYWELIS FOR ROOF RUN-OFF ARE SHOWN THUS mxPanm ZACHARY T.CUNANAN ARCHITECT FOR PROPOSED SEPTIC i0 a[A�Ylue nu[Iver '0 SYSTEM DESIGN AND DFTANS DRIVEWAY AREA 2.11.9.fl 4 THE LOCATION OF WELL5 AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS WELL DATA OBTAINED FROM OTHERS. 2.350 o8 CV q 11 %0434 cu 5 fX16TIN0 SEPRC 9YSTDY 4TAUCTURES SHALL BE PC)MPED CLFA11'ANO 434 fl /42.2=103 Y.rG.. /1 of b'dlo'IeucHing Pobl ngNired UnSTIEO IN ACCORDANCE IR 5CD H5 STANDARDS PROVIDE(8)B'— X 2'Wgh STORM BRAIN POOLS ^ p•�� B ALL REMOVED WITHIN ISO'OF SUBJECT PROPERTY ARE PROPOSED B'OU %1'DEEP DRYWELLB FOR DRIVEWAY RUN-OFF ARE SHOWN THUS h,mv aAEIIn"w1�"CiRWertM• CONNECTED TO PUBLIC WATERROOF AREA SGARAOEI 890.q.11. iNU%OR[�Is[YFllts'I' R[rmRD 7.ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE 30 sq. 1,x D 17 111 a fl AMT,1roT KNOWN ABS nai euAGANrt[ SEEDED WITH AN APPROPRIATE PERENNIAL CRABS,AHD MULCXEO WRN 51MW 111 cu 11 /422=2B vgrllvgl fl IN B'411 I.gohing DOW requlred R4MEIII.ATELY UPON COMPLETION OF THE PROJECT,WRNIN TWO(2)DAYS OP PROVIDE(1)8'div X 3'high STORM BRAIN POOLS ==V IJ°Li�.^iy'^"/,ya ' FINAL GRADING,OR BY THE EXPIRA N OAT.OF THE BUROINC PERMIT. PROPOSED 8'DIA.X 3'DEEP..L.FOR ROUE RUN-OFF ARE BROWN THUS � Txc WMCHEVER Is FIRBT MULCH SHALL E MAINTAINED UNTIL A SUITABLE µr,¢I,en+gml"Oaurtu VEGETATIVE COVER IS ESTABLISHED SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR,TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEMNO PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION AND GROWTH V' --- NYS U,NO Nathan Taft Corwin —T/1��w��.��: �.;�.„=„ %;-J a.K��_� __,"„•. L.ans! Surveyor 11 / / - •n"m SLcce,m•TP S A IHnoY.en LS -_ •. :..•:N __- ._. _i•._yI!� - •—� _— --I i' RW SunPYn-SobA'dbrs-51e Pov- am4,.<VaP Lr ••\ v I---- -- _------. - - PHONE(031)727-2090 Fox(631)727-17 .s ,em�.veenneov�' e� .a, _ I,. ,u-.v+,� OiFICf9 LOGIEe AT AWLIAD ADORES P-RCFILHUETNL 1566 Mel'Roan P.0 Boe 1. Jame xc Mev Y.,I,MAT Ja p'A N..Yerk its —'� BOARD MEMBERS ' Southold Town Hall Leslie Kanes Weisman,Chairperson rjf S0UlyO 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. • �O� 5437.5 Main Road(at Youngs Avenue) Nicholas Planamento ��yCOUMY,Ne� - - Southold,NY 11971 http://southoldtownny.gov 1'1q'R ZONING BOARD OF APPEALS I �� DEC — TOWN OF SOUTHOLD 2 2020 ! November 20, 2020Tel.Tel.(631)765-1809 •Fax(631)765-9064L (_ Scott Ambrosio Bua.d o'iiuAees 1940 Mason Drive Cutchogue,NY 11935 RE: Request for De Minimus Determination Appeal No. 7415,Ambrosio, 1940 Mason Drive, Cutchogue SCTM No. 1000-104-7-16.1 Dear Mr. Ambrosio; I am in receipt of your correspondence, dated November 6,2020,requesting a de minimus determination to make changes to the approval granted in the above referenced Zoning Board of Appeals decision of September 17, 2020. In your letter,you describe your application to the Southold Board of Trustees to request a wetlands permit to allow for the relocation of two sheds. You explain that_the reason you did not include a request to construct an _ - - -accessory garage-on-your-w6 lands application,as-was the case.with your ZBA_application,was to obtacna certificate of occupancy for a newly built home. After receiving approval from the Trustees, it is my understanding"that you are now asking that the ZBA amend their decision of September 17,2020 rescinding variance relief for an accessory garage in the side yard and to allow both of the sheds to remain in place. Since your proposed changes require an amendment to the original ZBA decision.I added your request to the Zoning Board of Appeals Special Meeting agenda of November 19;2020 for a discussion and-vote: The Board subsequently voted to amend the November 6, 2020 decision,based upon the information you have provided,and I am enclosing a copy of same herein. This amended decision permits your two as built sheds to remain in their current non-conforming location, and rescinds the previous approval to construct an accessory garage located in the side yard. Please be advised that if you decide to request any additional changes to your variance relief,you will be required to request in writing that your hearing be reopened. With a reopened hearing,you are obligated to pay an additional fee and to adhere to proper procedures of notification, i.e.,mailing and posting. Contact our office if you have any further questions or concerns. Since Les ie Kaneseisman Chairperson Encl: AMENDED Decision dated November 19,2020 cc: Michael Verity, Chief Building Inspector Board of Town Trustees t A BOARD MEMBERS�`__` ' 'S Southold Town Hall Leslie Kanes Weisman,Chairperson *0f 0yO 53095 Main Road-*P.O:Box 1179 h0 �O Southold,NY 11971-0959 Patricia Acampora , Office Locatidfi-w= - Eric Dantes �„ y� Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento ��iYCtUN Southold,NY 11971 E C ErE � V E http://southoldtownny.gov RECEIVED F_ - ZONING BOARD OF APPEALS &tJU&6 g•S$,AM TOWN OF SOUTHOLD NOV 2 4 2020 D EC - 2 2020 Tel.(631)765-1809-Fax(631)765-9064 /�• �� L� S0uFho-To,,s Sou old Town Clerk Board of Trustees FIND NGS,DELIBERATIONS AND DETERNIINATI MEETING OF SEPTEMBER 17,2020 ZBA FILE: #7415 NAME OF APPLICANT: Susan Ambrosio (AMENDED on November 19,2020) PROPERTY LOCATION: 1940 Mason Drive; Cutchogue,NY SCTM: 1000-104-7-16.1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type Il category of the State's List of Actions, without further steps under SEQRA. SUFFOLK QQ0TY ADMINISTRATIVE CODE: This_application was referred as required under the.Suffolk 'County Administrative Code Se6664s-A 14-14 to 23; and the Suffolk County 1)tpartment of Planning.issuedits reply dated Apri1'8;2020 stating that this"application is coiisidered'a matter for local determination as there appears to be no significant county-wide or,inter-community impact. LWRP DETERMINATION: This application was referred-for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issVed a recommendation dated August 10, 2020. Based upon the information provided on the LWRP Consistency. Assessment Form,submitted to this 'department, as well as the records available, it is recommended that'the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject, conforming 62,613 square feet, 1.47 acre (29,943 square feet upland area) irregular-shaped, waterfront parcel located in the R40 Zoning District measures 77.93 feet along a slight curve in Mason Drive then continues 137.94 feet along the same roadway,then runs south 371.71 feet along a residentially developed lot to the east,then follows the waterfront along the tie line at the high water mark 144.46 feet west and continues along the same waterfront 60.26 feet, 47.66 feet and 86.43 feet, then runs north, along a second residentially developed lot 247.29 feet back to the roadway, The parcel is improved with a two-story, single family residence with covered front porch, a waterside deck,paver walkways and gravel driveway,two 8' by 12' sheds (subject of this application) placed parallel to the western lot line and a fixed dock with ramp to a floating dock as shown on the survey prepared by Nathan Taft Corwin III, Licensed Land Surveyor, and last revised June 14,2020. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15 and the Building Inspector's February 21, 2020, Amended July 22, 2020 Notice of Disapproval based on an application to construct an accessory garage and two accessory sheds; at 1) accessory garage located in other than the code required rear yard; 2) accessory shed located in other than the rear yard; 3) accessory shed located less than the code required front yard setback of 50 feet; located at: 1940 Mason Drive, (Adj. to Broadwaters Cove) Cutchogue, NY. SCTM No. 1000-104-7-16.1. _ Page 2,September 17,2020,Anaed November 19,2020 #7415,Ambrosio SCTM No. 1000-104-7-16.1 RELIEF REQUESTED: The applicant requests variances to place a 25 feet by 26 feet accessory garage structure with a ridge height of approximately 21 feet and a future interior half-bathroom on the first floor and unfinished storage space above, partially in the side yard where the code limits such improvements to be placed solely in the rear yard, or in the case of a waterfront parcel, accessory buildings may be located in'the front yard',provided they meet minimum setback requirements. Furthermore, the applicant proposes• to legalizb two existing.sheds, each- „ measuring 8 feet by_12 feet, in the same side yard as the proposed garage,•where the code requirds-such structures to be placed in the rear yard. The northern shed does not meef the principhl required,minimum front yard set-back of 50 feet,the placement is 31 feet from Mason Drive: The southern shed is in'the side-yard; ADDITIONAL INFORMATION: Town of Southold issued Building Permit #43977 to demolish.an existing dwelling and construct a new single-family residence with flood permit per Suffolk County Department of Health Services (SCDHS), Board of Trustees and New York State Department of Conservation (NYSDEC) approvals remains open. On August 17, 2020 (received August 19, 2020)the applicant provided the Board with additional information and photos regarding the placement of the sheds on their property. They cited the Town of Southold Trustees letter dated November 15, 2019 and the January 16,2019 Trustees permit#9379 as the reasoning for the relocation of the existing sheds to the proposed non-compliant location as a result of the Trustees requirement to move the house forward 20 feet,further.away from the wetlands. The ZBA Staff assisted the applicant with researching comparable prior variances in the community, pursuant-to the Board's request. One Appeal was,in 1964, #628, for an accessory garage in the front yard. Another, #6957, granted on Stember 15, 2015 for an accessory garage and shed both located in the side yar�d�, and#365$ granted -in 1987 for an accessory structure in the front yard. During the public hearing the applicant"indicated that while they illustrate on the garage building plans a half-bath, they have no immediate plan to install the bathroom. Additionally, the applicant stated-that theorage�ara;o �_ the garage, accessed by a flight of stairs,will be unconditioned and will remain as unfinishedtorage withoQen and exposed rafters and no insulation or other improvements. No immediate neighbor or member of the public spoke in favor of or against this applica on.D E C - 2 " 2020 I AMENDED DECISION NOVEMBER 19,2020 �—Southdd Town On November 6, 2020, the applicant submitted a letter to the Board of Appe jl"s explaining,rthat;sin;order to obtain a certificate of occupancy for his newly built home, he applied to the Southold Town Trustees for approval of the location of two as built sheds with non-conforming setbacks from the wetlands on the subject property. No accessory garage was proposed in that application. Pursuant to the Board of Trustee's decision, the ZBA's original decision would need to be amended to allow the two as built sheds to 'remain in their current non-conforming location, and to eliminate the variance relief for the proposed accessory garage. Therefore, on November 19, 2020, the Board of Appeals voted to rescind variance relief for the proposed accessory garage and to remove conditions No. 1,2 & 3 of the September 17,2020 decision. (see AMENDED RELIEF AND CONDITIONS). FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 3,2020 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: Page 3,September 17,2020,Air.: __Id November 19,2020 #7415,Ambrosio - SCTM No. 1000-104-7-16.1 1. Town Law 6267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Mason Drive and the surrounding neighborhood is predominantly a creekfront community developed in the mid Twentieth Century with modest homes, many of which have been recently renovated to larger dwellings to take advantage of the lot size, views to the waterfront, including the Peconic Bay, or to accommodate modern needs and taste. As a result of the high-water table and limited basement storage and close proximity to the water for ease and enjoyment, many area homes have been raised to meet FEMA requirements and have accessory sheds for additional storage. Garages, both.attached or detached are common to the neighborhood and the Town of Southold overall,and within the immediate vicinity there are several homes with garages or sheds in the front or side yard. While the applicant proposes to partially -locate the garage in a side yard,the structure itself is in keeping with the residential nature of the neighborhood and is a compatible design to the dwelling currently under construction. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant.to pursue, other than an area variance. As a result of the Town of Southold Trustees permit #9379,relative to the location of the primary structure, there is no compliant location to place the garage or sheds in the rear of the property. The parcel's building envelop is much wider than deep and almost any accessory structure will require placement either fully or partially in a side yard and will require relief from the code. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 100% relief from the Code relative to the placement of the garage partially in a side-yard and 100%relief from the Code relative to the placement of two sheds in a side-yard, Furthermore, the northern shed is placed 31 feet from the front lot line(where a minimum of 50 feet is required)and seeks 38%relief from the code. However, as a result of the Trustees requirement to place the house in its present location, there is no compliant-spot to accon=odate an accessory garage or sheds. 4. Town Law &267-W)(b)(4). No evidence has been submitted to suggest,that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law X267-b(3)(b)(Q. The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a 26 feet by 25 feet accessory garage with storage above placed partially in a side yard and to locate two sheds in a side yard where the northern shed is 31 feet from the front property line while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Planamento, seconded by Member Acampora, and duly carried,to GRANT the variances as applied for, and' shown on the survey prepared by Natll Taffi'Crorwin;II , Ivice� sedgy�� Land Surveyor and last revised June 14, 2020 and construction plans prepared by-,S encer 'oro�f,—Licensci Professional Engineer, labeled A103 and A104 and dated December 30,2019. ) DEC - 2 2020 SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall remove the northern shed, placed 31 feet from the front prop A)ilinesoat-th�e.-oadwayin order to obtain a Certificate of Occupancy on the accessory garage, at compl tion. graTowil «of hu;tees 2. The garage is to remain unfinished with exposed rafters,unconditioned and without rnsu afion. Page 4,September 17,2020,Am ad November 19,2020 47415,Ambrosio SCTM No. 1000-104-7-16.1 3. No additional sheds, other than the exi§ting southern shed, are permitted in a non-conforming location on _ the subject property AMENDED•RELIEF: , •RESOLUTION OF THE;BOARD: In considering'all of the.above•fac"tdrs and.applyi�ig the balancing test ; under New York Town Law 267-B, motion was offere(f by MV tuber Weisman (Chairperson),,seconded by 'Member Dantes,and duly carried,to Rescind variance relief for a proposed accessory garage in a side yard and remove conditions No. 1;2 & 3 of "the September 17,2020 decision,(see CONDITIONS LISTED ABOVE): SUBJECT TO TBE FOLLOWING CONDITIONS WHICH REMAIN IN-M L,FORCE AND EFFECT: 1. The applicant shall submit a revised survey depicting the approved locations of the existing sheds. 2. This approval shall not be deemed effective until the required conditions have been met;and failure to comply therewith will render this approval null and void That the above conditions be written into the Building I'nspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application'and public hearing before.;,fhe Zoning Board of Appeals. y Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey, cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the'zoning code. 7`his action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 2$0-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Xethe Board: Ayes: embers Weisman(Chairperson)Acampora,Dantes,Lehnert, and Planamento(5-0). E Leslie Kanes Weisman, Chairperson Approved for filing J// ,! }O /2020 DEC - 2 2020 South i To4vn Board of Trusteas OFFICE LOCATION: a S®(/r�® MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 ® ® Telephone: 631 765-1938 c®UNTY,�1a LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date. October 26, 2020 Re. LWRP Coastal Consistency Review of SCOTT&SUSAN AMBROSIO SCTM# 1000-104-7-16.1 SCOTT& SUSAN AMBROSIO request an Administrative Amendment to Wetland-Permit#9379 for the relocation of two 8'x12' sheds and removal of one 6'x10' shed. Located: 1940 Mason Drive, Cutchogue. SCTM#: 1000-104-7-16.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney BOARD MEMBERS O6 so�T Southold Town Hall Leslie Kanes Weisman,Chairperson �� ® 53095 Main Road•P.O.Box 1179 h0 l0 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes v� �e Town Annex/First Floor, Robert Lehnert,Jr. 0 yQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento II�COU Southold,NY 11971 http://southoldtovmny.gov �EC"P`EIV D ZONING BOARD OF APPEALS & 31 IPM TOWN OF SOUTHOLD SEP 2 3 2020 Tel.(631)765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATI ®uth®ld Town Clerk MEETING OF SEPTEMBER 17,2020 ZBA FILE: #7415 NAME OF APPLICANT: Susan Ambrosio PROPERTY LOCATION: 1940 Mason Drive,Cutchogue,NY SCTM: 1000-104-7-16.1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 8,2020 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated August 10, 2020. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject, conforming 62,613 square feet, 1.47 acre(29,943 square feet upland area) irregular-shaped, waterfront parcel located in the R40 Zoning District measures 77.93 feet along a slight curve in Mason Drive then continues 137.94 feet along the same roadway, then runs south 371.71 feet along a residentially developed lot to the east,then follows the waterfront along the tie line at the high water mark 144.46 feet west and continues along the same waterfront 60.26 feet, 47.66 feet and 86.43 feet, then runs north, along a second residentially developed lot 247.29 feet back to the roadway. The parcel is improved with a two-story, single family residence with covered front porch,a waterside deck,paver walkways and gravel driveway,two 8'.by 12' sheds (subject of this application) placed parallel to the western lot line and a fixed dock with ramp to a floating dock as shown on the survey prepared by Nathan Taft Corwin III, Licensed Land Surveyor, and last revised June 14,2020. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15 and the Building Inspector's February 21, 2020, Amended July 22, 2020 Notice of Disapproval based on an application to construct an accessory garage and two accessory sheds; at 1)accessory garage located in other than the code required rear yard; 2) accessory shed located in other than the rear yard; 3) accessory shed located less than the code required front Page 2,September 17,2020 #7415,Ambrosio SCTM No. 1000-104-7-16.1 yard setback of 50 feet; located at: 1940 Mason Drive, (Adj. to Broadwaters Cove) Cutchogue, NY. SCTM No. 1000-104-7-16.1. RELIEF REQUESTED: The applicant requests variances to place a 25 feet by 26 feet accessory garage structure with a ridge height of approximately 21 feet and a future interior half-bathroom on the first floor and unfinished storage space above, partially in the side yard where the code limits such improvements to be placed solely in the rear yard, or in the case of a waterfront parcel, accessory buildings may be located in the front yard, provided they meet minimum setback requirements. Furthermore, the applicant proposes to legalize two existing sheds, each measuring 8 feet by 12 feet, in the same side yard as the proposed garage,where the code requires such structures to be placed in the rear yard. The northern shed does not meet the principal required minimum front yard set-back of 50 feet,the placement is 31 feet from Mason Drive. The southern shed is in the side-yard. ADDITIONAL INFORMATION: Town of Southold issued Building Permit #43977 to demolish an existing dwelling and construct a new single-family residence with flood permit per Suffolk County Department of Health Services (SCDHS), Board of Trustees and New York State Department of Conservation (NYSDEC) approvals remains open. On August 17, 2020 (received August 19, 2020)the applicant provided the Board with additional information and photos regarding the placement of the sheds on their property. They cited the Town of Southold Trustees letter dated November 15,2019 and the January 16,2019 Trustees permit#9379 as the reasoning for the relocation of the existing sheds to the proposed non-compliant location as a result of the Trustees requirement to move the house forward 20 feet,further away from the wetlands. The ZBA Staff assisted the applicant with researching comparable prior variances in the community, pursuant to the Board's request. One Appeal was in 1964, #628, for an accessory garage in the front yard. Another, #6957, granted on September 15,2015 for an accessory garage and shed both located in the side yard, and #3658 granted in 1987 for an accessory structure in the front yard. During the public hearing the applicant indicated that while they illustrate on the garage building plans a half-bath, they have no immediate plan to install the bathroom. Additionally, the applicant stated that the storage area over the garage, accessed by a flight of stairs,will be unconditioned and will remain as unfinished storage with open and exposed rafters and no insulation or other improvements. No immediate neighbor or member of the public spoke in favor of or against this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 3,2020 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Mason Drive and the surrounding neighborhood is predominantly a creekfront community developed in the mid Twentieth Century with modest homes, many of which have been recently renovated to larger dwellings to take advantage of the lot size, views to the waterfront, including the Peconic Bay, or to accommodate modern needs and taste. As a result of the high-water table and limited basement storage and close proximity to the water for ease and enjoyment, many area homes have been Page 3,September 17,2020 #74I5,Ambrosio SCTM No. 1000-104-7-16.1 raised to meet FEMA requirements and have accessory sheds for additional storage. Garages, both attached or detached are common to the neighborhood and the Town of Southold overall and within the immediate vicinity there are several homes with garages or sheds in the front or side yard. While the applicant proposes to partially locate the garage in a side yard,the structure itself is in keeping with the residential nature of the neighborhood and is a compatible design to the dwelling currently under construction. 2. Town Law 5267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. As a result of the Town of Southold Trustees permit #9379, relative to the location of the primary structure, there is no compliant location to place the garage or sheds in the rear of the property. The parcel's building envelop is much wider than deep and almost any accessory structure will require placement either fully or partially in a side yard and will require relief from the code. 3. Town Law 5267-b(3)(b)(3).- The variances granted herein are mathematically substantial, representing 100% relief from the Code relative to the placement of the garage partially in a side-yard and 100%relief from the Code relative to the placement of two sheds in a side-yard. Furthermore, the northern shed is placed 31 feet from the 'front lot line(where a minimum of 50 feet is required)and seeks 38%relief from the code.However, as a result of the Trustees requirement to place the house in its present location, there is no compliant spot to accommodate an accessory garage or sheds. 4. Town Law 5267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 5267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 5267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a 26 feet by 25 feet accessory garage with storage above placed partially in a side yard and to locate two,sheds in a,side yard where the northern shed is 31 feet from,the front property line while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Planamento, seconded by Member Acampora, and duly carried,to GRANT the variances as applied for, and shown on the survey prepared by Nathan Taft Corwin III, Licensed Land Surveyor and last revised June 14, 2020 and construction plans prepared by Spencer Goroff, Licensed Professional Engineer, labeled A103 and A104 and dated December 30,2019. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall remove the northern shed, placed 31 feet from the front property line at the roadway in order to obtain a Certificate of Occupancy on the accessory garage, at completion. 2. The garage is to remain unfinished with exposed rafters, unconditioned and without insulation. 3. No additional sheds, other than the existing southern shed; are permitted in a non-conforming location on the subject property That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Page 4,September 17,2020 #7415,Ambrosio SCTM No. 1000-104-7-16.1 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a buildingpermit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions; are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson)Acampora,Dantes,Lehnert,and Planamento(5-0). Leslie Kanes Weisman, Chairperson Approved for filing 9 // D /2020 AMBROSIO SITE PLAN SITUATE o CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-104-07-16.1 d SCALE 1"=30' APRIL 11, 2019 ✓j. DECEMBER 1 2014 SHOW PROPOSED LOCATION Or SHED SITOLR 10,2(118 UPDATE SURVEY NOVEMBER 25,2PLAN 18 N.V.MSE SRE.1,n PERENYSDEC NOTICE 11/14/2018 DECEMBER 14,2018 REVISE SITE PIAN �gsrx g'{`VE137 9A1 uE zwE AP��,10119 REVISE PER PER AMSDEC NOTICE Ful D JANUARY 'D. �E or 1--r, cam" SEPJfVEM6ER 20 12019 RMSEO SRE PP LAN 1F�' SEPTRIBER 25 2019 ADD PROP STEPS SW HOUSE COR. OCTOBER 31 2019 REVISE SITE PIAN '"' DECEMBER 1�,2019 REVISE SITE PWJ L u.- •�"�'rJ I,pPtlx S' i1='- JANUMY 31 202D REVII'% E SRE PIAN x4E &RNO�1 FEBRUARY 9 2020 AbD S REE DIMENSIONS TO SHEDS AM in `'�' MARCH 10,2020 REVISE PROP SHEDS �OYyy(1Y< a P� iywOp�VA` JUNE 14,2020 REVISE PROP SHEDS Y L` i A i6` N 72 3' a40 1 Trnx o al 4� TOTAL AREA = 62,613 sq ft. 1.13 ' {4 Y Doi M`� S S E (TO T E UNE) 1.437 OC ' UPLAND AREA= 29,943 sq It. _00 �II� .51670 uMi ywire�uPlllm�� g3 '- `F°>-; Y4'. E°""IRA.re• 4. -__=-- ---_- i,�e��r��jAO� SEP 9 202U gPyK Zcning Board Of APPeale 'm7u�W. XyJ•o� O J-H�t d�� m -_•3,i_�•_dd--.M-x' �x�pSPE�]S _ _5 O'_._-_--=-�_= C R g� VICE l S Nb TEST R OLFCDATA (ESF H0IE OUG fNNA � O N DEuCvLMBaER 2 -_ _-_-- a -^ 1W2) ° mom A&- m� � ,1,_114 �� '.vL- $�g� �- `9rysxrA4�?� °ry•`Tn",'am/,�� 7 •``�, a 1'�S �,� 11 eaa.a,.c:<,a:o liv.``a EXISTING LOT COVERAGE OVER UPLAND AREA a y p6 �� DESCRIPTION AREA z LOT DO C.. 1,11, Wf� Ak HOUSE.FRONT PORCH 950 aq 11 32% 111t. h OUTSIDE SHOWER REAR PATIO 700 eq It 23X �� (2)SHEDS 192 sq II 07% A TOTAL 1,842 aq 11 62% ra 11• ,11 PROPOSED LOT COVERAGE Ij(� OVER UPLAND AREA DESCRIPTION AREA x LOT COvOuc[OUSE lav 5 666016 FPROP HROM PORCH WITH 1,630 aq it 55% I 3 'r �\ 11 PROPOSED PGR DECK 830 aq II 27X WITH ROOF OV RNANG �� ( O (2)SHEDS 192 aq ft 07% so, ( a �� '1 FINAL MAP PROP GARAGE 608 aq ft 20% 44' t zn '' . REVIEWED BY ZBA k BREEZEWAY S0e, \ I ! TOTAL 3,340 aq ft 109% E4ryf t o �� + SEE DECISION# -.— a t y \ DATED�1Z 693 g4 NOTES 4s' 1 ELEVATIONS ARE REFERENCED TO NAVD 198B DATUM BROADT47ATERS COVE EXISTING ELEVATIONS ARE SHOWN THUS AX.X EXISTNG CONTOUR LINES ARE SHOWN THUS --- -X----- PROPOSED CONTOUR LINES ARE SHOWN THUS -® DRAINAGE SYSTEM CALC_UUTION9- ROOF AREA(HOUSE.PORCHES&DECK) 2,440 sq.It uxgmamrtD AETwAnax a+ADOPox 2 THIS CFRO PEM IS IN FLOOD ZONE AE(EL 6)AS SHOWN ON 2,440 sq ft X D 17=415 Ou II 8 Tg0 woiin�O1xc�c"w 9TAlE ROOD INSURANCE RATE MAP Ho 3610300164 N 415 cu ft /422=9 B ver11ee1 It of 8'dlq leaching pool roquired p u ZONE AE BLASE n0oo f1EVAlI0N5 DERRNIum PROVIDE(5)8'dio X 2'high STORM DRAIN POOLS wr4s r 3 REFER TO PROPOSEOJ/A OWTS PLANS BY PROPOSED 8 DIA X 2'DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS Tx 0 ivmr.TvsVx wxm sFi�a oa�x� ZACHARY T QANAHAN.ARCHITECT FOR PROPOSED SEP11C TOEBEMi.viw�1R EuE U41�C��_ SYSTEM DESIGN AND DETAILS DRIVEWAY AREA 2,550 q 11 x T v xwro"svuL nue+ 4 THE LOCATION OF WELLS ANO CES5POOLS SHOWN HEREON ARE FROM FIELD 2,550 sq 1t X 0 17-434 ou.1t I-o THE6P[ri9ox ra+vnwM TxE suIMY OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS 434 cu ft /A2 2=10 3 xerlicol ft al 8'dio leochln 1 d EO Axo ax hb eENNT io TM 5 EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND g poo requne caurAxY gomwuonAi AGENer Axo PROVIDE(6)B'dio X 2'high STORM GRAIN POOLS axc i"rmunox uslm xmcox REMOVED IN ACCORDANCE WITH S C D H S STANDARDS rvnol �c�5 Cr mC Inmwa PROPOSED 8'CIA X 2'DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS CoxmFAnora,nE naT iMNSLMetL 6 ALL PROPERTIES WITHIN 150'OF SUBJECT PROPERTY ARE THE MTENCE of RIGHT or wAY3 CONNECTED 70 PUBLIC WATER ROOF AREA(GARAGE) 650 q ft AND/OR EASEMENTS OF RED RD.IF 7 ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE 650 sq ft X 0 17= 111 cu.It ANY,NOT SHOWN ARE NDi cuAnANT[ED SEEDED WITH AN APPROPRIATE PERENNIAL GRASS,AND MULCHED WITH STRAW 111 cu It /42 2 c 2 6 vertical 11 of 8'diq lagching pool roquired A nulwa�cx IMMEDIATELY UPON COMPLETION OF THE PROJECT,WITHIN TWO(2)DAYS OF PROVIDE(1)B'dlq X 7'high STORM DRAIN POOLS I wm1 T6E uwuuu FINAL GRADING•OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, os FOR u aRVErs bs rsAeusxm WHICHEVER IS FIRST MULCH SHALL BE MAINTAINED UNTIL A SUITABLE PROPOSED 8'DIA %3'DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS E ALs ANO APPno+ro Axa IT rlOiuTMA'As°sacunox`",�E xFN rora surz uxD VEGETATIVE COVER IS ESTABLISHED IF SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR,TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING [OF"'p;1\PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION r, lAFJ }p AND GROWTH 'O,P NYS UI No 50467 Nathan Taft Corwin III w Land Surveyor v } ^ j - `/.m JW _ a Successor To Jaseplri A.9e LS L5 , iD<sane>9—sxoe�x�a— sne Phga eogatnAregn L y •.�,... "• •, PHONE(631)727-2090 Fos(631)727-1727 _ OFFICES LOCATED AT MVUMG ADDRESS RFI CETAIL ""` •m 1586 Mc.n Rcc4 PROFPO Bos fE Jartesporl.Nex Yer9 11947 JgrtezpoH,fie•Y06 11947 Glenn Goldsmith,President QF so�jy Town Hall Annex Michael J.Domino 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III [ 411 Southold,New York 11971 A.Nicholas Krupski N ,c G Q Telephone(631) 765-1892 - Greg Williams �� Fax(631) 765-6641 COU I BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 16, 2020 Scott & Susan Ambrosio 25 Brian Lane East Northport, NY 11731 RE: 1940 MASON DRIVE, CUTCHOGUE SCTM##: 1000404-7=16.1 Dear Mr. and Mrs. Ambrosio: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, October 14, 2020. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9379 for the relocation of-two 6'x12' sheds and removal of one 6'x10' shed; and as depicted on the survey prepared by Nathan Taft Corwin, III Land Surveyor, last'dated June 14, 2020, and stamped approved on October 14,'2020; with the condition that applicant apply to the Zoning Board of Appeals for a deminimus change eliminating the garage from their prior approval. 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, X 4" Glenn Goldsmith President, Board of Trustees GG/dd AMBROSIO SITE PLAN SI T UA TE : CUTCHOGUE 0 a OCT 2 2020 TOWN OF SOUTHOLD et ; SUFFOLK COUNTY, NEW YORK pWEU-,NG F�.,:: USES pueUc WAR _.--S.C. TAX No. 1000- 104-07- 16. 1 SCALE 1 "=30' APRIL 11 , 2019 DECEMBER 1, 2014 SHOW PROPOSED LOCATION OF SHED OCTOBER 10, 2018 UPDATE SURVEY x NOVEMBER 11, 2018 REVISE SITE PLAN NOVEMBER 25, 2018 REVISE SITE PLAN PER NYSDEC NOTICE 11/14/2018 RIS x�,�Q DECEMBER 14, 2018 REVISE SITE PLAN IN stRE� 37 •9 Q u1+t cuY JANUARY 30, 2019 REVISE PER ARCHITECT'S PLAN \yAtER ut WIRE APRIL 11, 2019 REVISE PER NYSDEC NOTICE pUBUC E� R+NG x GE OF pA� O,_CDNC• JULY 25, 2019 REVISED SITE PLAN WEuvN Wp\EO's SEPTEMBER 20 2019 REVISED SITE PLAN G R EO SE9DpUB C � x , " E 'WATER �z p+pE 81EE'�IG SEPTEMBER 25, 2019 ADD PROP. STEPS S.W. HOUSE COR. u °5A 5() N MSR DECEMBER 1OCTOBER 5, 2019 REVISE 19 REVISE SITE PLAN TE TE PLAN N 77RA ,4 TREE x� 10NGN JANUARY 31, 2020 REVISE SITE PLAN ��2 PNy FEBRUARY 9 2020 ADD STREET DIMENSIONS TO SHEDS x�" �pri DtP1N SEE SEE �' ION MARSH 10, 2020 REVISE PROP. SHEDS ozor.W'V tR1 JUNE 14, 2020 REVISE PROP. SHEDS -42 Z A2 E C'Tt SPN�FAP N�5�R M F10� pR� NEy 1L8 ,g3 x --' "SEE 1' a sT HOLE x o J-izF. oD0 TOTAL AREA = 62,613 s ft. IAN r---'" - 8'43M .VR 41NF ytEM TO TIE LINE q. w,R . ,. gELG v>�_ y1A tPNK y� ( ) 1 .437 ac. A: o� RN�p�w TR 4?i BLOCK B s --`" (RE o V9 P uFN� A t UPLAND AREA = 29,943 sq. ft. PP ON::~ �• / ' EE ✓(/t O �0 +NP�•/ERBDPORG P?Ri ono a'• W / ,2 �. .'� Oo Osep CA S PSP �.• <�N P `� x 21 �� UNG`8ANG8N 1 APPROVED BY Z ;.:" I ,2 __ °y�° BOARD OF :::::::...:. .. ::::....::::::::;:..;::: . .� N� TRUSTEES g'16 O yYytFM -� �� s 2�, ::: i �y,ir... %;'..• .. ..:. Cv : :::::':':.: :: :: .' ::. EE t0 y�t1G�GKEDB N �, ;;•:;N,:;:.:: . I '. . 1: :;: y1DR::,,:''i::?;:;;;:;:; ::. ':: .. tw1N E tY y P oN y1wN OF SOUTHOLD FOR tWE yPND `��. ° f + IN '• SHS!^ :•::;•:;:•;: •:;:;.::::•::•:::::::• .. o. �2 P•2 5 F 1t FIIA-BE G��pto o < • 33�2: ": + :•17C � .•. °.x •• a '. :. 3 i U 110,N6 DI101Y 0 FRO -� SIM PV M , 1yt IyD DQ.1 cA X E F� A N D 4 / , �.i tNE 1 J4� 20 .� o ,.�A 20 D 1 0 a °. 1, . . '.at •'d Q.::::•iii:•::::::.:•:::' ,2 tRtREE QOF + • .. %•. � \ X ............................ ..::. :: : � ?.:..:' .::. \ pROp yypODNG SE ..�,, � I g¢ :;;;'.h0.O ::...:..::: 1~ O"ROE EX+"'E REk,OVFp a 8 \ T I / 1 STEN No. 5 y4\DE X 22 ) pyED `• 331•, " \� 2`(REEZ 5TEP5 .................. !;' SEE p'St�p :::;:: ::: ::;: ::;::::::::: Osev i;;; P TEST HOLE DATA �yc • (TEST HOLE DUG BY McDONALD GEOSCIENCE ON DECEMBER 23, 2009) _ 14ASHED pro Jam- ryry I\1 R DARK BROWN LOAM OL m � FL,G 5 � x 1 FLAG�C., \ S EL 2 0' BROWN SILTY SAND SM FLAG F,AG 2 F1AG 3o � ij \ �� CANOE�'CK HIGHEST EXPECTED GROUND WATER 2.4' S� (HIGH TIDE ELEVATION BROADWATERS COVE) 2.5' (1 b � ay,� \ +N�EFP PALE BROWN FINE SAND SP FLAG 4 x x�5 J/ FLAG 9 EL 1.0' 3.4' V j Z n N 11 __- GROUND WATER PER �0 TESTHOLE d NOjr� W +� FLAG 8 O )OAERCONS fD EyL Nc PALE FINE SAND SP oryOOK fN NDs ZA ,I .Z i1�IF CTpBfR 1,fN FLAG 7 �y ZI r(t� rt Cj �1 2018 nm u o jo C �Q a m III, � 1 �� 'at cz\o m 5 0 z�-, � ,111, ,111, 11 r, ,111, al►, `\\ EXISTING LOT COVERAGE OVER UPLAND AREA '*A C:� DESCRIPTION AREA x LOT COVERAGE toy HOUSE, FRONT PORCH \ \ 950 sq. ft. 3.t% & OUTSIDE SHOWER \ \ REAR PATIO 700 sq, ft. 2.3% \\\ \\ (2) SHEDS 192 sq. ft. 0.7% TOTAL 1,842 sq. ft. 6.2% PROPOSED LOT COVERAGE OVER UPLAND AREA J GA DESCRIPTION AREA % LOT COVERAGENp i ,�$ , /� 66 26 sr \ \ 1 PROP. HOUSE WITH FRONT PORCH 1,630 sq. ft. 5.5% `III' S rU�' �° \ ; ► ' PROPOSED REAR DECK 830 s ft. 2.7% del, 1 \ , WITH ROOF OVERHANG q' = I �9•, \ I (2) SHEDS 192 sq. ft. 0.7% AlI ^ \ 1 1 6� I t (o , TOTAL 2,732 sq. ft. 8.9% q .SC,, �� 1 I I LO N (961 NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM BROAD WA TENS COVE •�6, EXISTING ELEVATIONS ARE SHOWN THUS: $ \ EXISTING CONTOUR LINES ARE SHOWN THUS: -----x PROPOSED CONTOUR LINES ARE SHOWN THUS: F.FL - FIRST FLOOR DRAINAGE SYSTEM CALCULATIONS: G.FL - GARAGE FLOOR ROOF AREA HOUSE, PORCHES & DECK): 2,440 s ft. o 2. THIS PROPERTY IS IN FLOOD ZONE AE EL 6 AS SHOWN ON ( ) q' UNAUTHORIZED ALTERATION OR ADDITION ( ) 2,440 sq. ft. X 0.17 = 415 cu. ft. TO THIS SURVEY IS A VIOLATION OF FLOOD INSURANCE RATE MAP No. 36103CO164 H 415 cu. ft. 42.2 = 9.8 vertical ft. of 8' dia. leaching pool required x SECTION 7209 OF THE NEW YORK STATE / g P q EDUCATION LAW. ZONE AE: BASE FLOOD ELEVATIONS DETERMINED �� 3. REFER TO PROPOSED I/A OWTS PLANS BY PROVIDE (5) 8' dia. X 2' high STORM DRAIN POOLS COPIES OF THIS SURVEY MAP NOT BEARING ZACHARY T. CLANAHAN, ARCHITECT FOR PROPOSED SEPTIC PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: THE LAND SURVEYOR'S INKED SEAL EMBOSSED SEAL SHALL NOT BE CONSIDERED SYSTEM DESIGN AND DETAILS. TO BE A VALID TRUE COPY. 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD DRIVEWAY AREA: 2,550 sq. ft. OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 2,550 s ft. X 0.17 = 434 CU. ft. CERTInCATIONS INDICATED HEREON SHALL RUN q' ONLY TO THE PERSON FOR WHOM THE SURVEY 434 cu. ft. / 42.2 = 10.3 vertical ft. of 8' dia. leaching pool required IS PREPARED, AND ON HIS BEHALF TO THE 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND TITLE COMPANY, GOVERNMENTAL AGENCY AND REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. PROVIDE (6) 8 dia. X 2 high STORM DRAIN POOLS LENDING INSTITUTION LISTED HEREON, AND THASSIGNEES OF THE 6. ALL PROPERTIES WITHIN 150' OF SUBJECT PROPERTY ARE PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS:@/ TUTIONE CERTIFICATIONS ARE NOTING TRANS EIRABLE. CONNECTED TO PUBLIC WATER. ROOF AREA (GARAGE): 650 sq. ft. THE EXISTENCE OF RIGHT OF WAYS 7. ALL AREAS OF SOIL DISTURBANCE RESUL I A AND/OR EASEMENTS OF RECORD, IF 650 sq. ft. X 0.17 = 111 Cu. ft. � SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW 111 cu. ft. / 42.2 = 2.6 vertical ft. of 8' dia. leaching pool required FLOATING DOCK ANY, NOT SHOWN ARE NOT GUARANTEED. IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF PROVIDE (1) 8' dia. X 3' hi h STORM DRAIN P FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, g OOLS PREPARED IN ACCORDANCE WITH THE MINIMUM PROPOSED 8' DIA. X 3' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: STANDARDS FOR TITLE SURVEYS AS ESTABLISHED WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE BY THE LI.A.L.S. AND APPROVED AND ADOPTED VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO FOR SUCH USE BY THE NEW YORK STATE LAND TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING TITLE ASSOCIATION. PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION ,\S bF NPj,� AND GROWTH. ,r-CLEANOUT INLET SIDE OF !) ia v1y�. S. Lic. No. 50467 IA•SFE CLEANOiJT DETAIL 20"47 HDPE SECURE HEAVY COVER$TO GRADE BY POLYLOK(ELEV 7.4•}AND F i F?I ..... SAFETY F SFCNS BY AV YLOY.(TYPIR T -MAX F�SLOPE 71.1[A N Nathan T a t Corwin I 20'<F PRO?OSF.h IA r' 2(Y CR IE. O GRA24'0 E BY$ELYLO HEAVY COVER TO -PEWORATED PVC PIPE / 2 fY CAST IRON PIPE M. GRADE BY P(?LYLOK(ELEV 7.1'}ANp - .......................... THROUGH .. '+"7 HO PTY OK OX - THF..)Ut>H FChINUATI(.?N SAFETY E..REEN 6Y POLYLOK{TYP.1 ��0 HOLE L.YLOK U-!'�. 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'r ”-� OVER EXCAVATE X 1OR T'U NATIVE SP'AROUND J (',(,,;? 4.0 SDR-351":, � // �PROPOSEU f.EJE.N B43 MODU{,ES ANO RKP At:E THIN t2FAS) 8' TANK INLET 8.0' / 't .. . .< Successor To. nley JL.S. __-„__„ _ __,,,,, ,,,,,,,,,, -_____-,-,_„ SlL}FE tvlltd•• EC;SGIL wl S:DI1 CLi1zSIFl[U--(g4`d OR f) ✓ a S L S ..-., ..........._._..___..........._................W...._......__.___._.._._.--_._.--__....... _-...__..._..-._.._ .__..........._,............_......._.........._.._..............-......._. - .... ......... .. ---.. .------ _...,. . . .----------------------------- .,...... Joseph A. ingegno • Sta n, Jr. L J I G oI;ND:aATER PF,a c)"P T>'a<'T r+i`LF£i.E1',1,Y IE a S f �'f Title Surveys - Subdivisions - Site Plans - Construction Layout ELEV.5.0' ELEV 4.T^� 40.9 s;.a• PHONE (631)727-2090 Fax (631)727-1727 HIGHEST EXPECTED ELEV 11ON'GR --\K ELEV 2 0'(HIGH TIDE ELEVATION S MAXOOFFICES LOCATED AT MAILING ADDRESS PROFILE/DETAIL aRoaue^ATERs rrXVEt (ng srmwN; __..........SCAL 1586 Main Road P.O. Box 16 NOT TO SCALE Jamesport, New York 11947 Jamesport, New York 11947 Glenn Goldsmith, Pre s int o��S11FF0(,�41o� Town Hall Annex Michael J. Domino, Vice-P.... dent ,�� yam, �-' 54375 Route 25 John M. Bredemeyer III o '` P.O. Box 1179 A. Nicholas Krupski o Southold, NY 11971 Greg Williams y ® o�� Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Z Completed in field by: �� SCOTT & SUSAN AMBROSIO request an Administrative Amendment to Wetland Permit#9379 for the relocation of two 8'x12' sheds and removal of one 6'x10' shed. Located: 1940 Mason Drive, Cutchogue. SCTM#: 1000-104-7-16.1 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 L/ Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Surveys 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: D oes 04 ap�� kir ZSAL Aor6y►,( zo c 4f► aAA G�•�,Q- &(vc A^ F4�215 I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: J. Bredemeyer M. Domino G. Goldsmith N. Krupski G. Williams Other Southold Trustees 9/29/2020 Att: Diane Re: Ambrosio 1940 Mason Drive Cutchogue am requesting a administrative amendment for the relocation of my two existing 8x12 sheds and removal of my 6x10 plastic shed. The relocation was required as the result of the required placement of our new home. Enclosed is a copy of the approval from the ZBA for the shed location four (4) survey's and a $50.00 check. Thank Yo OCT _ 2 2020 Scott Ambrosio Southold Town Board of Trustees BOARD MEI<u; RS ®�SOy Southold Town Hall Leslie Kane Weisman,Chairperson � � � 53095 Main Road•P.O.Box 1179 �® �p Southold,NY 11971-0959 - -Py,C AcaIIipora - - - - Z)ffice Locahon: Eric Dantes cn ae Town Annex/First Floor, Lehnert,Jr. � 54375 Main Road(at Youngs Avenue) Nicholas Planamento l�CO( ��.` Southold,NY 11971 ----- -- ---- - ---- --------- _ http://southoldtownny.gov --- ZONING BOARD OF APPEALS 3:31?M TOWN OF SOU THOLD S E P 2 3^n2020 TeL(631)765-1809 Fax(631)765-9064 Sou old Town Clerk = FINDINGS,DELIBERA'T'IONS AND DETERI�ITNATI' MEETING OF SEPTEMBER 17,2020 ZBA FILE: #7415 14AME OF APPLICANT: Susan Ambrosio PROPERTY_ LOCATION: 1940•Mason Drive,Cutchogue,NY SCTM: 1000-104-7-16.1 SDORA D1 TERMIl�iAT ION: The Zoning Board of Appeals has visited the property under consideration in this application and dote es that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. SUFFOLK ICOUNTY ADM M- STRATIYE CODE.: This application was refemed-as required under t, Suffolk Cote Adininistri ive eode-Sections;A 1444A to 23; and the Suf olk CobAl Departm nt'of Flannhi issued its reply dated JApfr1,8,2020 stOz g-tlii t this;applicatir n is considered a matter for local determination as-there appears to-be no sig ificant countywide-or hiter�coi ^unity impact. LWRP DEq'ERMINATION: This application was referred for review under Chapter 268,Waterfront Consistency review of e Town of Southold'r&m_ Code and•the Local Water&orit Revitalization Program (LWRP)-P6licy Standards. he LWRP Coordinator issued a recommendation dated August 10,2420. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this dep#rtment, as well as-the records available,if is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is,CONSISTENT with the LWRP. PROPERTY FACTSIDESCRIPTION: The subject, conforming 62,613 square feet, 1.47 acre (29,943 square feet upland area irregular-shaped, waterfront-parcel located in the R40 Zoning District measures 77.93 feet along a - resideretia lly developed lot to the east,then follows the waterfront along the tie line at the high water mark 144.46 feet west and continues along the same waterfront 60.26 feet, 47.66 feet and 86.43 feet, then runs north, along a second residentially,developed lot 24729 feet back to the roadway. The parcel is improved with a two-story, single favi fy residence with covered front porch,a waterside deck,paver walkways and gravel driveway,two.8' by 12' sheds ,(subject of this application) placed parallel to the western lot line and a fixed dock with ramp to a floating deck as shown on the survey prepared by Nathan Taft Corwin III, Licensed Land Surveyor, and last revised June 14,2020. BASIS OF1 APPLICATION: Request for Variances from Article III, Section,280-15 and the Building Inspector's February 21, 2020, Amended July, 22, 2020 Notice of Disapproval based on an application to construct an accessory garage and two accessory sheds; at 1)accessory garage located in other than the code required rear yard; 2) accessory shed located in other than the rear yard; 3) accessory shed located less than the code required front Page 2,September 17,GVLV #7415,Ambrosio SCrTM No. 1 X00-104-7-16.1 yard setbac]J of 50 feet; located at: 1940 Mason Drive, (Adj. to Broadwaters Cove) Cutchogue, NY. SCTM No. 1000-104-7-16.1. RELIEF REQUESTED: The applicant requests variances to place a 25 feet by 26 feet accessory garage structure _ with a ridgy height of approximately 21 feet and a firture interior half-bathroom on the first floor and unfinished �- storage spa a above, path ly m t ie si e�ya�w ere a co a uni suchu pro emends a ace spd— eft$ rear yard, oi in the ease of a waterfront parcel, accessory buildings may be located in the front yard,provided they meet minimum .setback tequirements. Furthermore, the applicant proposes to-legalize two existing-,sheds', each measuring 8 feet by.12 feet, in the same side yard as the proposed garage,where the code requires such stnictuNs to be placed in the rear yard. The northern shed does not meet the principal required minimum front yard set-back of 50 feet,&placement is 31 feet from Mason Drive. The southern shed is in the side-yard. ADDITIONAL FORMATION: Town of Southold issued Building Permit #43977 to demolish an epi g dwelling and construct a new single-family residence with flood permit per Suff-oik County Department of Heal th Services (SCDHS), Board of Trustees and New York State Department of Conservation (NYSDEC) approvals remains open. On August-17, 2020 (receiyed August 19;2020)the applicant provided the Board with additional information and photos re drug the giaeement of the sheds on their property. They cited the Town of Southold Trustees letter dtbd Noyember 15,2019 and the January 16,2019 Trustees permit#9379 as the reason'�+g f fire relocation of the existing sh ds to the proposed non-compliant location as a result of the Trustees tegeir�iiiOt.to mOVO,ft-,l*Pse-, forward 2411'ee,further away from :wetlands. 'The SBA,S a $is a tie OVpi;cant.with researchin&compara�paor variances in,the co�#y pent to, the Board°i Xggtiest.' .fete ApJi al�++as in 1964, 962 8,_hr•an accesso� garage`W me t(mt . .1 ot1�€r 6$5 , granted on 5epeiirb -�5,Zfl 15 for-anaccessory garage and shed both located iii the S3 -yard, ar}d#35 granted in 1987 foil an accessory structure in the front yard. -buring the public hearing the applicant indicated,that while they illustrate on the.garage building platys a half-bath, they have no immediate plan to install the bathroom. Additionally,the applicant stated that the storage area over the garage accessed by a flight of stairs,will be unconditioned and will remain as unfinished storage with open and ,expQsedandtsz iulation or other improv_ements__---:-------------------,----------------------------- lip -1 p immediate neighbor or member of the public spoke in favor of or against this application. _ - -------—The 2oni �g Board of Appeals held a public hearing on this application on September 3,2020 at which time written and oral tidence were presented. Based upon all testimony,documentation,personal inspection of the property and surroi ndmg neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 5267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the rneigh orhood or a detriment to nearby properties. Mason Drive and the surrounding neighborhood is predominantly a creekfront community developed in the mid Twentieth Century with modest homes, many of which ha e been recently renovated to larger dwellings to take advantage of the lot size, views to the waterfront, includmgjthe Peconic Bay, or to accommodate modem needs-and taste. As a result of the high-water table and limited basement storage and close proximity to the water for ease and enjoyment, many area homes have been „ � r Page 3 Se tber 17 LvaJ #7415,Amb sio SCTM No. 1000-104-7-16.1 raised to meet FEMA requirements and have accessory sheds for additional storage. Garages, both attached or detached are common to the neighborhood and the Town of Southold overall and within the immediate vicinity there are-sei eral homes with garages or sheds in the front or side yard. While the applicant proposes to partially locate the garage in a side yard,the structure itself is in keeping with the residential nature of the neighborhood and m is a coa ible design to the dwelling currently under construction_! 2. Town Law 6267-b(3)(b)(n_The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. As a resiult of the Town of Southold Trustees permit #19379,relative to the location of the primary structure,there is no compliant location to place the garage or sheds in the rear lof the property. The parcel's building envelop is much wider than deep and almost any accessory 4kicture will require placement either fully or partially in a side yard and will require relief from the code. 3. Town law X267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 100% relief from i�the Code relative to the placement of the garage partially in a side-yard and 100%relief from the Code relative to the placement of two sheds in a side-yard. Furthermore, the northern shed is placed 31 feet from the front lot line(where a minimum of 50 feet is required)and seeks 38%relief from the code.However, as a result of the Trustees requirement to place the house in its present location,-there is no compliant spot to accommodate an accessary garage or sheds. 4. T0�_L&w_U6_-b( 3(b)(4). No evidence has been submitted tomsuggest that a variAnge in this residential -cvi3 ii11 have an adverse impet an the physi or envlrflirnen�tal-conditions in the IIeighbtlilrerad. ' ' a s must c©mply with-Chanter X36 of the T-pw4,s;Stdm a€r snag t.Cb&� , Till-d fculty bui-weA.,§ lf=e %e p s i-1he after t ie = � . ”"ode :ruas•in.Vffect,aiicl it i�:pr d'that:die a 'h'?d b10, ��sr:eoi� �e� Q�de e off,the, < - in it ti its on file use of the-parcel-dnderthe io*9-"-Cod iri ect pr#ir'to oir: t fh a o Bute s .- 6. 'I'r'I 6w aw 4267-b. Grant of the requested relief is-the•minimum action necessary and,,adequate�to•eirable the ppllGaht t©enjoy file benefit of a 2G feet by 25 f6pt aecessoly l w h' age above 0aped paidaR in•a sic>e yard and to locate two sheds in a side yard.where the northern,Add i';31 feet from"the,Ad tzt property lint.while presefving and protecting the character of the neighborhood and the health,safety and welfare of the community. ' RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New Yoric�Town Law 267-13, motion was offered by Member Planamento, seconded by Member Acampora; and duly canned,to as gppligd for and homm on t supa -ed by Nathan,Taft Corwin U-1, Licensed Land Surveyor and last revised June 14, 2020 and construction plans prepared by Spencer Goroff, License Professional Engineer,labeled A103 and A104 and dated December 30,2019. SUBJECT)TO THE FOLLOWING CONDITIONS: 1. Tlie applicant shall remove the northern shed,placed 31 feet from the front property line at the.roadway in order to obtain a Certificate of Occupancy on the accessory garage,at completion. 2. Tl e garage is to remain unfinished with exposed rafters,unconditioned and without insulation. 3. No additional sheds, other than the existing southern shed, are permitted in a non-conforming location on the subject property That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. I -- I Page 4,Sept e ber 17,2020 #7415,Ambrosio - _ _.- SCTMNo. 1�00-104-7-16.1, ----- ---:- •- - - - -• ---- ----• --------------- --- _ -:_-. . . . -- -- - - - -- - Any deviatio from the survey, site plan and/or architectural drawings cited in this decision will result in delays aridlor a po ible denial by the Building Department of a building permit, and may require a new application and public hear' g before the Zoning Board ofAppeals. anted herein as shown on the architectural drawings, site plan andlor survey - cited above such as alterations, extet�.siQns; or demolitions, are not authorized under this applicaon w en involving ntnconformities under the zoning code. 3W action does not authorize or condone any cw'rrent or future use, setbaelt or,other feature of the sicbpct property that may violate the Zoning Code, other tJ= such uses, setbacks and other features as are expressly ad*essed in this action. In the event that this is an approval subject to'conditior.s, the approval shall not be deemed effective until such time that the foregoing conditiobs are met; and failure to ct mply therewith will render this approval null and void. The Board reserves-the right to substitute a similar design that is de minimis in nature for an alteration that does not increas�the degree of nonconformity. i • - Pursuant .-- Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the ,Board of Appeals shall become null and void where a Certificate of Qceupauey h4s not been praFures I and/or a subdivision map has not been filed w�the �Coua#�Clerk,w jtbm three ��)Yews f h .the i tt such`variance was VUWA •The go rd of Appe*W#Y,upon :; K. ""Leslie Kaes Weisman,Chairperson Approved for filing 9 / 12020 i� _ AMBROSIOSITE PLAN SITUATE CUTCHOGUE 0� TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-104-07-16.1 0 C� SCALE 1"=30' 1 APRIL 11 2019 EI,.FAMVa IV R,U I P! 1r tYA..dit II 9 I olIFID Vv-C N,nr1 w11rR xw.131u 7 e E IUII A e,¢ 11i KN n/la{aD,6 G F'NA IA Pr 4, 'Pf hR11 ,1F �M jq�. ,IL,rI dv .A. 5 J l A F L •A fl$ r6; ;uraL`. .,- uJud. .IA„rva'wlrreai 1E�.�r. A W a� ~� Tt V "'a YB h Fd�,"i IIfN h - EmW if Palo`tW ) 111 6 db 1 d 1'IL .Y°IP "sJ� w ' �,.p.w"I-' 4 v 10. FSI I{ "iC MP g'h �q'I !tiles Mme' * W, •'° "'" rr_Y;an anw aij°IYrW7�?n��u rvE .+,�r VIED OR.Nu,r au^ nIr1E A zcf.a°r,,ra rr�lr^.aalFx�. -„ rA^ t 1171 AA „°'fir y y dt X,-”" Itis. F TOTAL AREA = 62,6713..q. fi. T T, m' 1L L N P 1 ^k,.-, WL. n cA F' T A y;- (TD TIE LINE) 1.437 aD. A Cud;- -"" Lr+ UPLAND AREA = 29,943 ON. 11. M"r lfl^a 61 f r 1Sr- A`i"T'�� "f pll a ' llt(I..fV111 d�e R A f D N, } adw^"A � ffY 'NrY nk wcf 1 28)7 61 �.L O yr l u .n* .-100, 7 w 4 �r k .a �� w n rr 0 „wrA+.r 1 r "•d4 a 'en Aou RATA- F—AMI,rx)c RVA-::q r,a G 4C'C D cr¢I Urrr Cl—D A-A .=,. w M �,-.t v;� ^� Ana',e`�u �---'r` b �* ter ^r>•<#eon„ ' e , r F V '' 1, #6 ,Re rtm ,ma I>ua.�x gram , lJ I ,Y yr„ 0N„,t 1 _ OL'.. � l)1� EwTr`YPd'r Loll rolER.AraF SIJ `N OVER 61+sAPD AREA DEsc., .... fr.A�� x¢FI iw WIPF6DPP r'a rod nvfdvAr'41 fN N�rP R y app PPS, J.]X YIEAN' row 9D0 9,01, 2 SX L r WFIEIYS i"VA y.WI. 2,311 M1'� IT - 'r vDrnu. P7ID1 rmm».wa�.Dea Aa"k v'TM Inp ru l ux to e n c aarvry AREA _ x 4 DJD f rl Et 79 AL MAP rW rDs�n PtloN T Nc`*�. Ns1 1.Uw wII _.. ®tt¢IP dIR are a 0. D 3x L`!9 .. .1.1a... 7� n taLq o. �i FINAL 2) IIF � REVIEWED BY ZBA TOTAL SEE DECISION 0 o DATED I'LC"d,RP CI I"APL;ETERENI7.D 110 IWA11D Y.5$1 DATUM BROADWATERS COVE E-NN°r1111C El,f WATrrJol„MNL'SHOWN PIEIJ.,M.n'.a E 9 1FW�C,0,0013P U'tlL,ARE SHOWN INU'U. ""... -'.._. R YANTOIJR LUMPS ARL'"NUVYW'I'k11Da: P,001A AIVE'A 11TWd PORDIIE a.THIS PISUPI.RTIP OS IN I'I 11CYD ZONE AP QEL G)ATu SHOW"ON �,¢AfA wnb. t 7W d N 7i VW ry 5 e' 'm FLOOD IN URANCf RAPE MAI IJw. 6IQ DfN l6nA FI R15 ase,11 J �'W'F' Pi N 81.i1 & and Im r,„hl r R I prTulrovd f, Far.' Al f <xu-111111f r[ Fl) Y6YJ rIPSE d^J� W A: hl1D IORm DRAIN FDPYL'a w I r w;: 1 4 TTR TO L L S�77D I$G.„'✓4'A ,9S1AN E'1Y pwrVsED ea IXF A E"DEEP 1140mcul Fop BODr EUhl 0GI ARE SHOWN TIIIA.'.r'.�� rn'-1NY aIlFHAAY r.G4AIW;?7AN AF.01151r;.)IUttd F'YddYPWrED SEPTICW N DP I,ll AND f^L1 I IDRB IEwA`Y ARWA 'C V tl q.IP f & IME,IDL ilotl 139 Mlkll RF6D 4::E' P SII.r SHOWN 411 RI::fYld ACIF Fk61PA P'IY::Y,D STA�,q.I8 N D17 4'4A Cl. 1 er OU*JAV GID{ AW11{DR Id T'h ODTAI If:II YRfAIN OTHERS. Ai..„,... 911' .d0-1 f4.aP @1' iYa Ieo481rR Ru rl r'ma{ilrnrl 1 I l to IW1Nal1 X..Pn uA;y GIA 1AUV,DdIR F. MAIL DE 1UMPE11 CLEAN AIRI P'NIIVIDE(6)R AI X G Iril STORM IIYPAN PUMS �^ It ffl IW AtC.tR ANCL M IMI!.Ta C D H.S.vl'ANDI@D N A 'l h R 'aLtl. U A,.L PP'li LRI IE Wd1b11N 9,dY'OF OD lLfY IRQPY F9T M°E, GROPOEE:D 6 MA V 2' DLEP IDRIrypIg:LA-S FOR DRGVY..VtAY RUN OF'1:ANE SfdOWN'OIUS � 1�9r WTEIFO T T41L1IC%AJEE ROOF ARCA y”N4 C) 652 I, II Y R M1 NAF 14T (' AND I'1 I DI Fxm�IT 7.All. PCd Cl v.:bl DI'41 pIV AAN 1.81 19 JL Ild rR'�N TIU F9,01I 1 I Lk rS: waJ WN.P 6 U 17 118 PV ( _ ..� 0.w T !i Y i TP:LD. .#.klDPtp YMITf AN pI,GE C.r rI ATE I"d'FI ddP11A1 EftA.'': AND lu I1�9'Pi,D 4k'IT4I iY`.A.'ul' q1Y uuoIX ,✓ 4.2. D.. 11 rvV Itl.u8 D AI I.r~c4rlmry F,nal ra rytdY 9 �. t,r.. tarIAFD TE71'IIb IIRb CrAAFILF.71 11 d11 T4rE r C.4G C'1 Nfp111N firdD m J UA S D'a fYD 1JE IIS D �'Sla.M U aikl Ir;Y✓..WI DPAN WIk+C'i 5 1 , j u141L Ytl 1101 .1R DN ItIt 1 rr!'R9TP"Y IY IE VF TIYC 91,11141" feyP4N1'@. ,Nf,".d:P Fk UA Yt:7'DCT'd VTRY`N`[t I.'A r0R FOn PUN-OF6 A18i:.'iPY M'�Tlllda.k,'�x� w rmmu n,x .�ary W'IIDI II fA IT,T1n"a1 MJL ft Y1m,91-CL N/IARAMI{ UNCI{ A sl.lt,4T w,x ` ME'E�1 h11 r.G IP. 9 T.AL tr 11L'ib 4 rEUVOda 1 II RP0CTICAL DOT TO RIUI::O1 PAT" T m,IA AYv Rrut N MALL OF 14PFLIED 04 FIVIL ,CVS1lmr PLIFM09 Ell AD 54.N m WEADIEW FUNWYif„N.FAVOR YCF'ibIPIAN WAND citmni. 7 m... Nathan Taft Corwin III , Surveyor Lan ry yor - i ` 11 el pid earl u ( r ar III '. ., •. 1Fr:'r III ANlI ,IV11� p,n p„ em Ironx "'� rr,"sr1 °mm"�"nYY�dPoY 1 ry rvrt, �� I AMBROSIO SITE PLAN SI T UA TE IT I ;! CUTCHOGUE OCT 2 2020 1 TOWN OF SOUTHOLD OWIC SUFFOLK COUNTY, NEW YORK USES PUB� .. ...._SIC. TAX No. 1000- 104-07- 1 6. 1 d SCALE 1 "=30' I � APRIL 1 1 , 2019 DECEMBER 1, 2014 SHOW PROPOSED LOCATION OF SHED OCTOBER 10, 2018 UPDATE SURVEY X5_21 NOVEMBER 11, 2018 REVISE SITE PLAN NOVEMBER 25, 2018 REVISE SITE PLAN PER NYSDEC NOTICE 11/14/2018 DECEMBER 14, 2018 REVISE SITE PLAN STREET IL GL>Y JANUARY 30, 2019 REVISE PER ARCHITECT'S PLAN WATIN ER �Rq 2 ul WIRE APRIL 11, 2019 REVISE PER NYSDEC NOTICE 11 fie+' EpGE Of PP�ME� 1 J� . PUe`I-�'( yq RING JULY 25, 2019 REVISED SITE PLAN 0 �V -_coNc IG te-�R SEPTEMBER 20, 2019 REVISED SITE PLAN UsoP�e , '� SEPTEMBER 25, 2019 ADD PROP. STEPS S.W. HOUSE COR. ��f] ,5�" E 'yrpTER PIPE G� OCTOBER 31, 2019 REVISE SITE PLAN X0 19 REVISE SITE PLAN �7°5� app. PEON• TREE MSR -� 1y SOP � \GN JANUARY 31ECEMBER 5 0�0 REVISE SITE PLAN PP �cPPH' FEBRUARY 9 2020 ADD STREET DIMENSIONS TO SHEDS \E 'S4p�p\N SEE SEE `� Ln ON MARItH 10, 2020 REVISE PROP. SHEDS °2Vg �,�JOes \ v�#3 1 tREE2 12 �Eti Pp�P 5PN\SPRY p15W JUNE 14, 2020 REVISE PROP. SHEDS 2 + •. -- 12 W � �X(11 5p\0 FIL x N 1� •g3 - TREE 1; No TEST HOLE _``,� x o � ote TOTAL AREA = 62,613 sq. ft. 3 •;� �a °� B��GIPI+ �t'� ��_ i `n j ?V0111Ip TPNH ANT y(9 (TO TIE LINE) 1 .437 ac. o� R IN TRE AJ BLOGKG L_ TRE OG1 ` UPLAND AREA = 29,943 sq. ft. PPRO1r✓Jix o 0 �pSE roo I ;;. / ° �N• W�K x ,I Zp�ppO�Np.UN\'Cy plop NS G� 37 0 �G 5Y//5��99 .� p� �'�i . ::::�?.::`::<•:::::: i ..:;aY.;i..: i ' 510tWIN-TREE ��HO��p`'1 p T10N-Vo \� ?\ pNp 11E N, y. e f :. :p>ZPIN ": 4,• ; ;;;;; ;;:::;2;;:: o. �2 SREE 2 5Bt�'_" 1�FOpM h� 1T FIl�GfoF�UT�� O c 33 .° 0': \ �p� x °. �' 1N6 N RGMO`�p �1M yNPu �tOM C+' 2 T 1ST pddp F p All 4 ° \I t , .................. : : :: ::::: ; r \ 12�o'REpEE,Ep RpDE�:G EtcDer T 4 Q ;:;.:;::_h0 ':::...:....:: :::•:. 1 T �OF EX StAG CiE REMO Vey:?Y / Eµ0TTE0 No g . \ i I I SEE N 3"16 O p ,� 33 2�REE �Z STEPS N;;t;;;2 '.:; ::::: .............` OSE2 IRS b P ,yUp�yZP �i B GE GENEFZ y7 5::. --- ;:......::;ic:;; � PRS o�° --- ------ o ::.............. ;:•::... 4e TEST HOLE DATA Ey\\pvlN w _-.______ (TEST HOLE DUG BY McDONALD GEOSCIENCE ON DECEMBER 23, 2009) SHED _ o 1 � �\ ��Y T REE 0. DARK BROWN LOAM OL o -7-Sin FLAG 5 x 2 TNI%0 FLAG S BROWN SILTY SAND Ski FLAG 1 FLAG 2 RAG 3 4 0 -�v /y` \ -¢,Z �� CpNOE RACK HIGHEST EXPECTED GROUND WATER 2.5' )j (HIGH TIDE ELEVATION BROADWATERS COVE) PALE BROWN FINE SAND SP I I I. TIO n -Z FLAG 4 ��2 z x J� FLAG 9 EL 1.0' 3.4' n N r DIANDWARD GROUND WATER TT R PER w 3 CpUN�TfO &, OF 1 Q 2 FLAG 8 WATER IN ID oy AlliO 1D \il/ NSuLnNG`��SON OKoMryRO MDS �� FLAG PALE BROWN FINE SAND SP OCT08 3?ITAL C� CC77 a x jo No O rr+pO z o ic 9 \ I$ 70 "C" A Y Alli alli Illi Alli \\ \ f EXISTING LOT COVERAGE OVER UPLAND AREA yDESCRIPTION AREA X LOT COVERAGE HOUSE, FRONT PORCH & OUTSIDE SHOWER 950 sq. ft. 3.2% \ \ REAR PATIO 700 sq. ft. 2.3% \\ \ (2) SHEDS 192 sq. ft. 0.7% 0-1 TOTAL 1,842 sq. ft. 6.2% PROPOSED LOT COVERAGE OVER UPLAND AREA DESCRIPTION AREA % LOT COVERAGE 6°'�$�� \ 1\ IT PROP. HOUSE WITH Ill6 2 \ 1 1\ 1,630 sq. ft. 5.5/ FRONT PORCH PROPOSED REAR DECK 830 s ft. 2.7% 1�1. I /'Q \ \ WITH ROOF OVERHANG '• \ T (2) SHEDS 192 sq. ft. 0.7% N o°6 \ >_ \ \ \I I �\ in TOTAL 2,732 sq. ft. 8.9% 4.4 1 F\ 1 1 W 150,, I to N LrF\ 1 J (961 NOTES: •Q6,� 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUMB1�OAD T�UA TENS CO VE \ EXISTING ELEVATIONS ARE SHOWN THUS:AKX EXISTING CONTOUR LINES ARE SHOWN THUS: -----x ----- PROPOSED CONTOUR LINES ARE SHOWN THUS: F.FL. - FIRST FLOOR DRAINAGE SYSTEM CALCULATIONS: G.FL. - GARAGE FLOOR ROOF AREA HOUSE, PORCHES & DECK): 2,440 s ft. o 2. THIS PROPERTY IS IN FLOOD ZONE AE EL 6 AS SHOWN ON ( . q' UNAUTHORIZED ALTERATION TI ADDITION ( ) 2,440 sq. ft. X 0.17 = 415 cu. ft. " TO THIS SURVEY IS A VIOLATION OF FLOOD INSURANCE RATE MAP No. 36103CO164 H 415 cu. ft. / 42.2 = 9.8 vertical ft. of 8' dia. leaching pool required 8 ESECTION DUCATION2LAWOF THE NEW YORK STATE ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 3. REFER TO PROPOSED I/A OWTS PLANS BY PROVIDE (5) 8' dia. X 2' high STORM DRAIN POOLS COPIES OF THIS SURVEY MAP NOT BEARING ZACHARY T. CLANAHAN, ARCHITECT FOR PROPOSED SEPTIC PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: INKED EMBOSSED SEAL SHALL NOT BE CONSIDERED SYSTEM DESIGN AND DETAILS. TO BE A VAUD TRUE COPY. 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD DRIVEWAY AREA: 2,550 sq. ft. 2550 S ftX 017 = 434 CU. ft. CERTIFICATIONS INDICATED HEREON SHALL RUN , OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. q . . ONLY TO THE PERSON FOR WHOM THE SURVEY 434 Cu. ff. / 42.2 = 10.3 Vertical ft. of 8' dia. leaching pool required IS PREPARED, AND ON HIS BEHALF TO THE 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN ANDTITLE COMPANY, GOVERNMENTAL AGENCY AND REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. PROVIDE (6) 8' dia. X 2' high STORM DRAIN POOLS LENDING INSTITUTION LISTED HEREON, AND THE INSTI- 6. ALL PROPERTIES WITHIN 150' OF SUBJECT PROPERTY ARE PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS:�/ TO CE CERTIFICATIONS ARE NOSIGNEES OF THEDINGT TRANSFERABLE. CONNECTED TO PUBLIC WATER. ROOF AREA (GARAGE): 650 sq. ft. THE EXISTENCE OF RIGHT OF WAYS 7. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE 650 sq. ft. X 0.17 = 111 cu. ft. AND/OR EASEMENTS OF RECORD, IF � ANY, NOT SHOWN ARE NOT GUARANTEED. SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW 111 cu. ft. / 42.2 = 2.6 vertical ft. of 8' dia. leaching pool required FLOATING DOCK IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF PROVIDE (1) 8' dia. X 3' high STORM DRAIN POOLS PREPARED IN ACCORDANCE WITH THE MINIMUM FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, OFF ARE SHOWN THUS DRYWELLS FDR ROOF RUN DEEP X 3' - : PROPOSED 8' DIA. DDSTANDARDS FOR TITLE SURVEYS AS ESTABLISHED WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE BY THE L.I.A.L.S. AND APPROVED AND ADOPTED VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO FOR s USE 6Y,THE NEW YORK STATE LAND TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING TITLE ASSoclATloN. - PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION '.,• " ''"` G �� AND GROWTH. /-GLEANOLCT INLET SIDE OF .S. Lic. No. 50467 IA•SEE C1.EANOUT DETAIL, 20'0 HOPE SECURE HEAVY COVPRS TO /// GRADE BY POI, (ECFV 7.1')AND FFE.13"' / /f SAFETY SCREENS BY POLYLOK(TYP.) -RIAXr,%SLOPE WITHIN .. ...... I M' E- I ••SLIHFR IE:6.4' 24'0 HPPF SP';)RE HEAVY COVFR TO 'Ei"ORATpD PV PIPE PP i Nathan �® tCorwin Ill 20'CAST IRON PIPE EXT. GRADE BY POt.YLOK(ELEV 7.V)AVD '� C ~i6 .....: ;'HROUGH'rOUNDATiUN SAFETv GCRF.EN BY PC (TYP.1 20"7 HO.E POLYLUK D-B �..AF.Ttd C3':SANB t l X r 4R 7. RI R )GRADE YJ. 1 R SE T(C ADF. Pv 43 t 1"1BFf.... ......ADE.....£•>r 1... / IES .... 12 MAX.BELOW GRADE ELJE B MODULE j €iir':;iH GRAL7F:::: �r:Y 4"OSDR-s52% IE!SW-f ._..'�._........._...._....�......_...<..+............._::;...:........:._...?:....:...:...W _._`.::;.�......::....:...:............."«-,, ) XC' F i ). 1 Cr n OVER F .AVA F. O TL VA7 VF.. RUOP.. SLOPE MIN. €111 C,..AN R t R J (.EN? 4'0 SE•R•351°a �PRC!t7OSED F.:.JFN B=3 AApOlH.ES ANO REPLACE . Yt+'IPJ?}f7ASj --- 6 Successor To: StanleyJ. Isaksen, Jr. L.S. TANK INI.f.T 6.0' A L S S0.L7FF,fi11N. fF;SOIL W:F. .GiPt51FIED A--(S+M OP 3P) ✓. .,-„„„........ ......_________..,.__._._.._._., Joseph 0 L.S. .. ..._........_............. ........................................ .......... ........ ...... ....._ _.. .......... ....... ... ..._. ........ J e h Ingegn C:.POVdD'.:TER f'f R SORE'TEST HOLE,ELEV., IE'S s• / ,,� Title Surveys - Subdivisions - Site Plans - Construction Layout F.:FV,5.6'- ELLEV:4. PHONE (631)727-2090 Fax (631)727-1727 HIGHEST EXPECTED GROUNDWATER 'W MAX ELEV 2.0'W 1GH 11DE ELEVAT ION OFFICES LOCATED AT MAILING ADDRESS PROFILE/DETAIL BROADVIIATERS COVE) tns BHowN) 1586 Main Road P.O. Box 16 NOT TOSCALF Jamesport, New York 11947 Jamesport, New York 11947 Glenn Goldsmith,President �Qf�so(/ry Town Hall Annex Michael J.Domino,Vice-President ,`O� Ol0 54375 Route P.O.Box 11799 John M.Bredemeyer III 1 [ Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 13, 2020 Scott & Susan Ambrosio 25 Brian Lane East Northport, NY•.11731 RE: 1940 MASON DRIVE, CUTCHOGUE SCTM# 1000-104-7-16.1 Dear Mr. and Mrs. Ambrosio: The following action was taken,by--the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, February 12, 2020: WHEREAS, SCOTT & SUSAN AMBROSIO applied to the Southold Town Trustees for an Amendment to Wetland Permit#9379 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated December 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, the LWRP Coordinator issued a recommendation that the application be found to be Consistent with the Local Waterfront Revitalization Program policy standards, and, r WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on February 12, 2020, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, 2 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 Southold Town Board of Trustees APPROVE the Amendment to Wetland Permit#9379 to install a CEN7-OWTS septic system in lieu of a proposed CEN5-OWTS septic system; and as depicted on survey prepared by Nathan Taft Corwin, III Land Surveyor, last dated January 31, 2020, and stamped approved on February 12, 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, 411- P64� Glenn Goldsmith, President Board of Trustees GG:dd AMBROSIO SITE PLAN SITUATE I CUTCHOGUE O TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK OpUB1.IC WATER USES S.C. TAX No. 1000- 104-07- 16. 1 SCALE 1 "=30' el�,� APRIL 11 , 2019 DECEMBER 1, 2014 SHOW PROPOSED LOCATION OF SHED OCTOBER 10, 2018 UPDATE SURVEY x NOVEMBER 11, 2018 REVISE SITE PLAN NOVEMBER 25, 2018 REVISE SITE PLAN PER NYSDEC NOTICE 11/14/2018 ��Q + DECEMBER 14, 2018 REVISE SITE PLAN IN STREEI�� Y x 137 ,g A, 1U GUY JANUARY 30, 2019 REVISE PER ARCHITECT'S PLAN pUSUC WAS 1 MEQ EIL WIRE APRIL 11, 2019 REVISE PER NYSDEC NOTICE O 1�1 pF PPNEO . COtA RING JULY 25, 2019 REVISED SITE PLAN O",,,Gr ASR AS 1�`1 q EDGE •• Q r' SEPTEMBER 20, 2019 REVISED SITE PLAN USES pUBU .0—TER PIPE eec1R1c,M SEPTEMBER 25, 2019 ADD PROP. STEPS S.W. HOUSE COR. - PLAN 70 51 5� N M ER P DECEMBER 1OCTOBER 5, 20119 REV SE SREVISEI TTE E PLAN N / P .• 14 TREE x�¢ Ny1ONGN JANUARY 31, 2020 REVISE SITE PLAN XW ptPIN P ' O,, < #3 �6• TREE \Z TREE �` PrNINION TOTAL AREA 62,613 sq. ft. 2� + G •' 12 TREE 12 tRE1 W yP51 0(ND 5A\1�IL� (TO TIE LINE) 1 .437 ac. x - 1REE /I o TEST HOLE A.5 poles UPLAND AREA 29,943 sq. ft. . .w1R s� �� a C �o1P� . ---_ �r j3�.11O��pW T TWIN TR 4;t i �pGK U ( - _ TRE Yw;IP Oy1P(5� ptM� ,•:.:.a• .i _ � i s �,,��je lam- �pPG�•1 �1� R 10, p C�pvY � _!L5 % •4•ix o x 5 10519_1W 011\15 ov 1 !I GL . . �Z (� 1 P -- . ''::...::::':::;;;::•:;. .. _,,,gyp ° � ('E B 1 0 2020 IG Gip I Y!i...•. .%,.. EE tO 31 tN�5f� � � � 1 •.. ; % ;y:•OUt51DE.:;:•::;;:::::._.;..,::::::.•:.• •IW1N T EE Pt1oN y�-�• _ 1a F� yPNpNp 5 G Ne �c• ° r :a ., ::5 .....;t :`::: :: `•:': o. ,i TR 2 5t Bey" p.Np F M 1t FI 8G G1 �p1 p o� 1 �LPTE 4 4 rr� ll �1M PU M O 1 x F IN6 �x�' 5H yt 1 t� 1N , . EX P r tNE 51 1 O J 41 't ' ::'; �tpR jz p • 12 TRE xA.B 0`::•:•::.... c: '• — \ t t" Vw �G SEPTI pEGK IF�AROFTpIgE �Z ° • \ et 2 7 . 1 SYS(EM No• 5 yA1D�X 2 W ' .a. \ �0 ......::::.......... \ i I SEE NO b \ .3 Z 5TEP5 :::::::::::•..::::•::::........... pROOpP�L .01 W ytP�....... ............... �, 1pti EXIST! G E OF i::i::: :":jf::: \�' tp ---- --- --- --- --- - ...... �B m >::.: ;::; ::•:;.: APPROVED BY SNEO p BOARD OF ) RU'�TEES �y FLAG 5 � a = n` FLAG x\ `i TOWN OF SC�UT�IOLD G 2 FT AG o o \ x T n FLAG 12(I �,1 ►, p �[[T]1 �� (� 4Z ' NOE RGK 0 °� DATE 12, 2-020-2- 0 FLAG 4 X x FLAG 9 - r D�NµARD C 03 FLAG 8CONSLNC �S�tvP olACQ9 O �Oee eN FLAG 7 32018 LI I. CZ IU 00 _ o N \ 1� maxI,I I, \ f r cz� ern � rnrn \\ F m r o� `Z�'� _ o Z rn b C~ EXISTING LOT COVERAGE OVER UPLAND AREA !C�4 _\ DESCRIPTION AREA X LOT COVERAGE m-1 HOUSE, FRONT PORCH & OUTSIDE SHOWER 950 sq. ft. 3.2% REAR PATIO 700 sq. ft. 2.3% \\\ \\ (3) SHEDS 250 sq. ft. 0.8% Llll \ \\ TOTAL 1,900 sq. ft. 6.3% PROPOSED LOT COVERAGE OVER UPLAND AREA DESCRIPTION AREA X LOT COVERAGE Lo. PROP. HOUSE WITH 1, . ft. 5.5% 1��I, 66r013 26 1 II FRONT PORCH I 5 630 sq • ,g II II L PROPOSED REAR DECK 830 s ft. 2.7% � Illi � I I WITH ROOF OVERHANG q' (3) SHEDS 272 sq. ft. 0.9% I1 I � PROP. GARAGE 608 s ft20% N 60 4 I � ALA I.1 I� Ii & BREEZEWAY q . . V7 n 1/4N TOTAL 3,340 sq. ft. 11.1% 0 I,I�Ti� I ;. � FI �Y tiF I o 86 NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM B1�OAD WA TEF�S COVE' EXISTING ELEVATIONS ARE SHOWN THUS:1sx1c EXISTING CONTOUR LINES ARE SHOWN THUS: —————X ————— PROPOSED CONTOUR LINES ARE SHOWN THUS: F.FL - FIRST FLOOR DRAINAGE SYSTEM CALCULATIONS: G.FL — GARAGE FLOOR ROOF AREA (HOUSE, PORCHES & DECK): 2,440 sq. ft. 2. THIS PROPERTY IS IN FLOOD ZONE AE EL 6 AS SHOWN ON UNAUTHORIZED ALTERATION TI ADDITION ( ) 2,440 sq. ft. X 0.17 415 cu. ft. TO THIS SURVEY IS A VIOLATION OF FLOOD INSURANCE RATE MAP No. 36103CO164 H 415 cu. ft. / 42.2 9.8 vertical ft. of 8' dia. leaching pool required SECTION 7209 OF THE NEW YORK STATE ZONE AE: BASE FLOOD ELEVATIONS DETERMINED EDUCATION LAW. 3. REFER TO PROPOSED I/A OWTS PLANS BY PROVIDE (5) 8 dia. X 2 high STORM DRAIN POOLS ' COPIES OF THIS SURVEY MAP NOT BEARING ZACHARY T. CLANAHAN, ARCHITECT FOR PROPOSED SEPTIC PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED SYSTEM DESIGN AND DETAILS. TO BE A VALID TRUE COPY. 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD DRIVEWAY AREA: 2,550 sq. ft. OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 2,550 sq. ft. X 0.17 = 434 cu. ft. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND 434 cu. ft. / 42.2 = 10.3 vertical ft. of 8 dia. leaching pool required IS PREPARED, AND ON HIS BEHALF TO THE PROVIDE (6) 8' dia. X 2' high STORM DRAIN POOLS TITLE COMPANY, GOVERNMENTAL AGENCY AND REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. � LENDING INSTITUTION LISTED HEREON, AND PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR DRIVEWAY RUN—OFF ARE SHOWN THUS:�� TO THE ASSIGNEES OF THE LENDING INSTI- 6. ALL PROPERTIES WITHIN 150' OF SUBJECT PROPERTY ARE � TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. CONNECTED TO PUBLIC WATER. 7. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE TEST HOLE DATA THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW (TEST HOLE DUG BY McDONALD GEOSCIENCE ON LECEMBER 23, 2009) ANY, NOT SHOWN ARE NOT GUARANTEED. IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF Q,_4 ' o' Fla^TING DOCK FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, DARK BROWN LOAM OL PREPARED IN ACCORDANCE WITH THE MINIMUM WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE 1' STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO BROWN SILTY SAND SM FOR SUCH USE BY THE NEW YORK STATE LAND TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING EL Z'G' 2.4' TITLE ASSOCIATION. PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION (HIGH TIDE HIGHEST EXPECTED BROADWATERS ND COVE) z.e' PALE BROWN FINE SAND SP '� 0" ��"`+► AND GROWTH. ,�,"� ---.`�• EL 1.0' 3.4' GROUND WATER PER TESTHOLE WATER IN PALE BROWN FINE SAND SP I a i ( w f 7 •- CLEANOUT INLET SIDE OF N.Y.S. Lic. No. 50467'�"' IA•SEE CLEANOUT DETAIL lU"0 HDPE SEC13R£HEAVY COVERS TO GRADE BY POLYLOK ELEV 7.1'A^JD FFF 170' € SAFETY SCREENS BY POLYLOK(TYP.) MAX %SLOPE WITH IN "I Nathan Taft Corwin III 20 OF PROPOSED IA .. .............. ` SEWER 1£:8.4' 24'0 HDPE SECURE GRAD BY 01 VLOK(EHEAVY COVER.11 Aup PERFORATED PVC PIPE ;EWER IRON PIPE EXT LEV 7 ....... ... TWRCxIGW FLXJNOAT K7N SAFETY FCREEN BY POLYEOK(TYP.iLT D-BOX C?')"ANA .........r INISH GRAVE i__.EV.^..I.+•. IE'•5.3' £ r EtJEN 843 MODULE HOLE PO•.RY TO O BOX W/30t?•R RISER TO GRAD .................._._._ 7 7 Land Surveyor _.. .... —.._.. ... 1a"MAX. BELON GRADE ..i L.. a• n IE:58'•� :>... ____ - --- "}t SLOPE MIN. FVJICI.i:AN ' OVER EXCAVATE 3'tOR TO NATIVE SPi AROUND •' '��.. PROP(TSED EE..I£N B43 AetOOEiLES AND REPE.ACE 2'M IN(2 5'A S T 6" (:EN? 4"fA SDR•351% - ) TANK INLET 50' Successor To: Stanley J. Isaksen, Jr. L.S. SLOPE Miv. tE;sc'I W,.Sax.cLA sIFIED As tsw 7R sPr A L S _._—._.........._._......_. _ W r _.._....... ..... .....__...I__. .._.__....._...". .'..._.._....._..._........._.................._.............._... .................., os o . . ------------ --" -' Joseph Ingegn C:RJb".IDt3A'iFC 3'E>..P:JRE 7E,S"i10;,E rLEV: _-------------____ — IE'S S. Title Surveys Subdivisions — Site Plans — Construction Layout E . / ELEV.LEV45./ 400' HIGHEST EXPECTED GROUNDWATER 41(Y PHONE (631)727-2090 Fax (631)727-1727 £LEV 2 0'(HIGH TIDE ELEVATION 3n"KIAX PROFILE/DETAIL BROADWATERSCOVE) (AS SHOWN) OFFICES LOCATED AT MAILING ADDRESS NOT TO SCALE 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 s I , Glenn Goldsmith, Preside, O�QS�FF�t�C' � f Town Hall Annex Michael J. Domino, Vice-Presiaem �� yJ,F'� 54375 Route 25 John M. Bredemeyer III y P.O. Box 1179 ze A.Nicholas Krupski Southold,NY 11971 Greg Williams y ®! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES II TOWN OF SOUTHOLD Date/Time: �%a 60 Completed in field by: SCOTT & SUSAN AMBROSIO request an Amendment to Wetland Permit#9379 to install a CEN7- OWTS septic system in lieu of a proposed CEN5-OWTS septic system. Located: 1940 Mason Drive, Cutchogue. SCTM# 1000-104-7-16.1 j 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: 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: �bo 6I o of w aj&, -- Nv eAr I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: V J. Bredemeyer V M. Domino G. Goldsmith N. Krupski G. Williams Other r 7 OFFICE LOCATION: �®f ® MAILING ADDRESS: Town Hall Annex ® P.O.Box 1179 54375 State Route 25 Irg, Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) , y Southold, NY 11971 ® Telephone: 631 765-1938 ® a Fax: 631765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: February 7, 2020 Re: LWRP Coastal Consistency Review for SCOTT & SUSAN AMBROSIO SCTM# 1000-104-7-16.1 SCOTT & SUSAN AMBROSIO request an Amendment to Wetland Permit#9379 to install a CEN7- OWTS septic system in lieu of a proposed CEN5-OWTS septic system. Located: 1940 Mason Drive, Cutchogue. SCTM# 1000-104-7-16.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the policies and therefore CONSISTENT with the LWRP Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney ��gUFFO�r�.�aG Peter Young,Chairman H Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., February 5, 2020 the following recommendation was made: SUSAN AIVIRBOSIO to Amend Wetland Permit #9379 to upgrade approved CEN5-OWTS septic system to a CENT-OWTS system. Located: 1940 Mason Drive, Cutchogue. SCTM#104-7-16.1 The CAC did not make an inspection, therefore no recommendation was made. Michael J.Domino,President Town Hall Anne% John M.Bredemeyer IIII,Vice-President 54375 Route 25P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski 11 Telephone(631)W5-1892 Greg Williams Ai Fax(631) 765-6641 4P DEC 1 6 2019 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD h APPLICATION FOR AN AMENDMENT TO A WETLAND PERMIT DATE 12A 12-1 XC: OWNER. 1WG*n'0 PHONE MAILING ADDRESS cQ S7- (t fW1 AGENT PHONE St ( Gqq 3ti iA::) —Purzk, ADDRESS P731 PROPERTY LOCATION t94C) TAX MAP NO. 10 — 1 (.,p I/We request an AmendmMt to Permit# to_ (.)19��' OE_ A-Ppoa eo C0136 - o\4 Signed By: 61 Z20 Appendix B Short Envitownental Assessment Form Instructions for Completinp, 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 I -Project and Sponsor Information Name of Action or Project: 7:t! to Z- e � Project Location(describe,and attach a location map): Brief"Description of Proposed Action:, v`PG12101-QC -A4Ae, of filoCtEtj S � semhc �y AA ceo A7 sys Name of Applicant r Sponsor: Telephone: E-Mail: ' eeb A,,*r J 1)1 , Address: 2- City/PO: City/PO: State: Zip Code: 2*9 f. v✓ I arr 1 f`1 y 1.Does the proposeh action only involve th6 legisldtive 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: S L)Fl::�J(tr- C" '-RCA 3.a. otal-acrea a ofthe site of the proposed action? 1 acres b.Total acreage to be physically disturbed? 03$"' acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? U_�acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban n Rural(non-agriculture) ❑Industrial [—]Commercial esidential(suburban) ❑Forest ❑Agriculture ❑Aquatic [jOther(specify), ❑Parkland Page t of 4 5. Is the proposed action, NO -YES' NIA . a.A permitted use under the zoning regulations? CJ b,Consistent with the adopted comprehensive plan? b. Is the proposed action consistent with the predominant character of the existing built or natural NO- YES landscape? El ! a 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: �.� �-►�u � _ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? N'Q�_ YES] t'1 b.Are public transportation service(s)available at or near the site of'the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO, YES If the proposed action will exceed requirements,describe design features and technologies. 10. Will the proposed action connect to an existing public/private water supply? 'NO "YES If No,describe method for providing potable water: F-1 Er IT W ill.the,proposed action connect to existing wastewater utilities? NO YES if No,describe method for providing wastewater treatment: 12. a.Does the site contain a structure that is listed on either-the State or National Register of Historic INO, T YES Places? W b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the,proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody-and extent of alterations in square feet or acres;, 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply::, ❑Shoreline 0Forest ❑Agricultural/grasslands ❑Early mid-successional 0 Wetland ❑Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,.listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? NQ YES, ' 17:Will"the proposed action create storm water discharge.either from point or non-point sources? NO ES, If Yes, a.Wili storm water discharges,flow to adjacent properties'? DGO ❑YES b:Will storm,water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,brieflvdescribe: NO Q*ES -��0 Oe Is Page 2 of 4 I 8.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: I�J ❑ 14.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES k 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: AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE r` Applicant/sponsor-name-,. C0Gw�-, t� 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 infonnation contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate, small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan orzoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? �( 1 Will the proposed action impair the character or quality of the existing community? El 4. Will the proposed action have an impact on the enviionmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? S. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ ,reasonably available energy conservation or renewable energy opportunities? 7. Will the,proposed action impact existing: ; a.public 1 private water supplies? b.public I private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? E; 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, (r ( - f waterbodies,groundwater,air quality,flora and fauna)? ll''II (--,� Page 3 of 4 Jam./ • -'- No,or Moderate small 'to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding�or drainage ! problems? 11. Will the proposed action-create a hazard to environmental resources or human health? 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-ofthe proposed action may or will not result in a significant adverse environmental impact,please complete Part I .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_scopeand magnitude. Also,consider the potential for short-term,long-teen and cumulative impacts. (� Check this box]if you have determined,based on the information and analysis above,and any supporting documentation, u that the proposed action may result in one or more potentially large or significant adverse impacts and an, environmentalimpact-statement is required. Check this box if you have determined,based on-the information and analysis above,and any supporting documentation, that the proposed action-will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency W Date President Print.or Type Name-of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer.) _.PRINT � Page 4 of 4 1Board of Trustees Apic41 , Dn AFFIDAVIT go.5Ajo lseos(o BEING DULY SWORN DEPOSES-AND AFFIRMS'THAT ISE/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 WORD 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,` HEIR AGENT(S)OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO, INSPECTTHE 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 DAY OFZ b Notary Public KAREN GILMARTIN NOTARY PUBLIC,state of Ney,York No.47®3323 uaGfred in Suffolk County COMMISSiou Expires April 30 �(VA3 Board of Trustees ApWC4 an AUTHORIZATION (Where the applicant is not the owner) I/We, owner's of the property identified as S CTM# 1000- 4 Oy - C> ^ K? in the town of New York, hereby authorizes �e:&VA Aecis Ge) to act as my agent and handle a1T necessary work involved with the application process for permit(s) from the-Southold Town Board of Trustees for this property. Property Owner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS 12'144-1 DAY OF q M rbe C, 20 Notary Public KAREN GILMARTIN NOTARY PUBLIC,State of Neya York No.4703323 Qualified in Suffolk County Commission Expires April 30, A3 U.S. Postal Servi de'm U.S. Postal Service,"" Domestic Mail Only. Winestic Mail Only 1'1 1%-• - I ' �, 1i LI T(P PC ' oY u , LnCertified Mad Fee $3.55 01507 I C3 Certified Mail Fee M $ � � ui $ $3.55 Sd -1 �O Extra Services&Fees(check box,add fee es$pp- ) r i g 9 8 Extra Services&Fees check 0 ❑Retum Receipt(hardcopy) $ i'LI.3t r�('3 1'y ( bot4 edd)ee ate) �` V P(h PY) --�-�TTT� Og� Retum Receipt(haNcoPY) $ �i ��1 ��J� r•� ❑Return Receipt(electronic) $ S •CID f � gi tmark 0k.-� �y �C 11 Z29/-2020 0 �, N s ❑Return Receipt(electronic) $ .w%. Postmark ❑Certified Mall Restricted Delivery $ ULM/,Irl Here y 0 ®7 Gt.. ❑Adult Si Mall Restricted Deilvery $SCI--',p o(,QJ C ygrg �" []Adult Signature Required $�Qf14 � O [I Adult Signature Required $ • 1 11 y cr VZNA{,rRgi--� []Adult Signature Restricted Delivery$ • ❑Adult Signature Restricted Delivery$ i•'•7•'•r V `-'ltl. rUYf / iii ! 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D ■ ■ ■ ,.MAILR ■ ■ CD .�'Pqoeoc Mail Only (1I 7 Domestic Mail Onlyi C �j � • 1 '=' 1 _ # A [�- • .-f f • /!'""Li LSA ' -M Certified Mad Fee $3.55 0507 Certified Mad Fee o 05[17 m $ 5 , � $3.55 cO Extra Services&FeeS(check box,add fee Q�gpte)"' "-w `' 20 M $ 20 ❑Retum Receipt(hardcopy) $ • V f� ,�Y a� cO Extra Services&FeeS(checkbox,add fee ettm�propdate) rq 1 ❑Retum Receipt(hardcopy) ❑Return Receipt(electronic) $ I.1 Postmark ,-�,-�•— _ El Certified Mail Restricted Delivery $ �° rq ❑Retum Receipt(electronic) $ �5J•4J V 'r ry e FPO 1 ❑Adult Signature Required $ = O ❑CertffiedMaiRestricted Delivery $ $11.0(1 ti E]Adult Signature Restricted Delivery$ El Adult Signature Required $ �f�r Postage � } r-3 El Adult Signature Restricted Delivery$ $0.55 C3 Postage $0.55 M Total Postage and F eeaa , 0 � 2020 .A $ fii��`� O $ O.95 �U i J� mO Total Postage and FQs.95 o s j t:0 Sent To />Q - $ e�atT/a- OO p Sf-`e!ani t. o., r POCBpJr 1�( rl _ (�( P (�j p Street and Apt No.,or P ox tVC Cl` te,Zl+7 (�' 2� �l�✓ i✓�/ — ----- ------------- --- --- City,Stay II%C ® 1 1 1 1 111•1 (� �� C �' , � :11 B 0 1 111•1 , PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: , �r°. STATE OF NEW YORF. 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 i Notary Public NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD,, In the matter of licant: ,/ SCTM# LCA` 7 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the int e tion of the undersigned to request /n� Permit from the Board of Trustees to: � 4e �r�� 2P�� 2. That the property which is the subject of Environmental Review is located adjacent to your pr erty a is described as follows: 1190 Alwyo 411 (Ok&rVel /Lz/ 11�3s� 3. That the project which is subject to Environmental Review under Chapters -...._96,11.1-and/or 275 of the Town Code is-open-to public comment on DATE: You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agen y that might have to review same proposal. PROPERTY OWNERS NAME: &41J MAILING ADDRESS:C2eat Lr�l �`j r PHONE #: �' 3 S' AGENT: 4se G MAILING ADDR SS: PHONE #: S/ - 31710 Enc: -Copy-of sketch or plan showing proposal for your-convenience. AMBROSIO SITE PLAN SITUA TE o CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-104-07-16.1 SCALE 1"=30' �r APRIL 11, 2019 DECEMBER 1,2014 SHOW PROPOSED LOCATION OF SHED NOCTEIIR OVEMBER 1/,2018 REVSE 9IE PWI �j T{'111 NOVEMBER 25 2018 REVISE SIZE PIXT PER NISUEC�pNNOIL'E 11/14/2018 p SAS V 137.94 JANUARY X8.2019 REVISE PLEB ARSCHIIECTS PIAN DgI o APRIL 11,2018 REVISE PER NYSDEC NOME y P`�^ v0 JULY 25,2018 REVISE°SITE PUN `� Q-'� ,e,gc SEA BER 2°,2019 RPASED-: PUN 50„ E I FPO a0TNO SEPTEMBER a2T5 2201OBER 31 0 g REVISE STIES�µUSE COR 1+ w� 5A' �a DECEMBER 1$,2019 REVISE SITE PIAN N 77• pn� °M •. dA .OM ' JANUARY 24,2020 REVISE SITE PUN ?u N ,otl " rvPpe srJA TOTAL AREA = 62,613 Bq ft. 72 24 30" /u M^ a4s d/ t 10-19' ffi P MTM (TO THE UNE) 1.437 OC UPLAND AREA = 29,943 aq. ft. ED,• � �� ' � �pTJC OPD u d ,i p '1TOL 10 role, • I• j ! U� LaC • iii+ PTS e _ - -_ �*-re i p ED --------=__ _ ' PnM TIa Li y E 5T6`' - yy WiE la,Jib•440E ----- ------ --- - - ' 9aa _ - A` A.l 'n _ ~� V` A Jain JWL � �'L¢gAaR k3yos,14 a AL AL CtsEt , z ALL IiIJL ♦,; EX7STTxc LOr COVERAce DVZR UPLAND 1JLREA DESCRDTON AREA LOT TCir-T 1YETIPN°S ♦,♦`�3 NOUS CS FRONT PORCH gyp eq /l St][ ]:�L REAR PATIO 700 eq ft 23% (3)SHEDS 250 q ft 08% vML TOTAL 1400 W N 63% PROPOSED LOr COVERAGE OVER UPLAND AREA DESCRIPTION MG PROP HOUSE WITH 1,63D eq fl 55% b ell. 5 6660v) \\ PROM PORCH , \ PROPOSED PGR PATIO-030W /lE79 & 3 YS•,.9 a\ \ 111111 (3)SHEDS 272 sq H. /V 1 O.PROP GARAGE S0' q,IOdBREEZEWAY 608 a4 H. yInTOTAL 3,340 eq O. 86 I \\ NOTES, 1 ELEVATIONS ARE REFERENCED TO N.AWN TH 1988 DATUM BROADWATERS COVE s EXISTING ELEVATIONS ARE SHOWN TNU THUS \\ EXISTING CONTOUR LINES ARE SHOWN THUS -----X----- PROPOSED CONTOUR LINES ARE SHOWN THUS _ =-- D A•- Y T.N CALCULATIONS- 2.THIS- IS IN FLOOD ZONE AE EEL 6)AS SHOWN ON ROOF AREA(HOUSE,PORCHES R DECK) 2,440 eq fl FLOOD INSURANCE RATE MAP No 36103[0164 H 2,440 sq /I %0.17=115 cu fl OFMEI¢Wimt SrA¢ 115 cu fl /42 2=9 8 vertical ft of B'dia.leaching Pool required ZONE AE RISE fL00D FTLVAlp16 OEIOiMNm FDAG110TI ear 3 REFER TO PROPOSED WG OWTS PL Ne BY PROVIDE(5)8'dia X 2'high STORM DRAIN POOLS caPas�,nes ,uA.IT e ZACHARY T CLANAHAN,ARCHITECT i0R PROPOSED SEPTIC PROPOSED 8'DIA X 2'DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS sumEYpt.awn srN-m SYSTEM DESIGN AND DETAILS Dapssm 56¢SxuL MR.COQ 4 THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD DRIVEWAY AREA 2,550 eq ft m DEA--- OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS 2,550 aq ft X 0 17=434 cu fly m a1p1 9 434 eu ft /42 2=10 3 YerlleOl If.of 8'dia I-hlrg pool required a PRmNam,x00 aN NG meas To nE S EXISTING SEPTIC ACCORDANCE STRUCTURES SC0 SHALL N PUMPED CLEAN AND PROVIDE 6 ,p,pl poo' REMOVED IN ACCORDANCE 0'O 5 C D H S STANDARDS. ()B'dia X 2'high STORM DRAIN POOLS nl RE ASSa+4a.r B ALL ECT PROPERTIES WITHIN 150'0i SUBJECT PROPERTY ARE PROPOSED e'DIA.%2'DEEP DRYWEl15 FOR DRIVEWAY RUN-OFF ARE SHOWN THUS(� TDIYIN fllailGTR6 ARE Nor TRANVFwa6 CONNECTED TO PUBLIC WATER. THE E0067TNOE OF RGF of WAYS 7 ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL A AND/OR GSEMOITS OF RECOPD,g SEEDED WITH AN APPROPRIATE PERENNIAL GRASS,AND MULCHED WITH STRAW ANY,NOT SHONN ARE NOT GUARANTEE. IMMEDIATELY UPON COMPLETION OF THE PROJECT,WITHIN TWO(2)DAYS OFFINAL RO'� WHICHEVER GRADIN.SO FIRST.MULCH SHALL BE MAINTAINED UNTILIPIRATION DATE OF THE AIN UITABLET jfST HOLE DATA SrAIMIaos IDR mtE sAMTs As FSN9b® BY INf LULY Hal APPAYAD I!®ADIRITFD VEGETATIVE COVER IS ESTABLISHED.IF SEEDING IS IMPRACTICAL DUE TO (IEST HaE LR.G Br wooraun cYDTaTHcr ON rcCOOOR 23,2009) roR such use TD THE xtw Ywa STA1E wm TIME OF YEAR,TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING a ITTIE PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION uwn AND GROWTH 1 Ar NYS Lk No 50457 Nathan Taft Corwin III - w Land Surveyor Suv.®or TAN Study J Woe^,J L.S. �m..,.e..r.. \.la _ - __-.•_-____-_ ..,,.. Joseph A Ingepw LS idb Suneya-Su6d'Ksmr"-Sife TYuu- Cora09caoe Lorout k*_wJM.v'153 W..�.�.eer�r,ar PHONE(631)727-2090 To.(631)727-1727 "'•�• OFFICES LOCATED AT MOAN[ADDRESS 1585 Mon Rood PO B 16 Jam.mt,Ne.York 11947 Jv-.pt Nee York 11947 - Glenn Goldsmith, President 40�� C®GG,� Town Hall Annex Michael J.Domino,Vice-President 4�� , . 54375 Route 25 John M. Bredemeyer III ? y i P.O. Box 1179 Zz A.Nicholas Krupski ,' 'v Southold,NY 11971 Greg Williams 4,, �p� Y 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 SCOTT & SUSAN AMBROSIO COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING THIS FORM IS TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR AT LEAST SE NDA YS PRIOR TO THE PUBLIC HEARING DATE 11 residing at/dba WGA Gill II being duly sworn, depose and sa That on the day of J �wVl , 202-0, I personally posted the property known as by placing the Boar of Trustees official poster wher it can easily 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, February 12,2020. Dated: AO6 signature) - - Sworn to before me this 5{hday of FC ,220 j O ti Notary Publi `' �'' `" ��Y ialary Public, state New ork Fagistr')tion #01 PA6323596 �UalIfiad in Nassau County C on)[11is"lon Expires April 20, 204,3 Cf ,NUTILt: UF Ht: ARING 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: SCOTT & SUSAN AMBROSIO SUBJECT OF PUBLIC HEARING : For an Amendment to Wetland Permit #9379 to install a CEN7-OWTs septic system in lieu of a proposed CEN-5-OWTS septic system . Located : 1940 Mason Drive, Cutchogue. sCTM# 1000- 104-7-16. 1 TIME & DATE OF PUBLIC HEARING : Wednesday, February 12, 2020 - 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 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.Lazard 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 praised action will be evaluated. as to its signifcant 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 e- laincd in detai lisp broth su o d 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. DESCRITTION OF SITE AND PROPOSED AC'T'ION SCTM#/0 t/ -. _! PROJECT NAME clime o l'� S e The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a), Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval, license,certification: ,/ Nature and extent of action: Location of action: Site acreage. Present land use: Sr a&L L Present zoning classification: 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: yosw"14 4L✓C"S l-D (b) Mailing address: L�9v� _-�_Y-" � /"� (c) Telephone number: Area Code( ) Re d Application number,if as Will the action be directly undertaken,require funding, or approval by a state or federal agency.? E]Yes n 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 foram be returned for completion. DEVELOPED COAST POLICY Policy I. Poster a pattern of development in the Town of Southold that enhances community character, preserves open space,snakes 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 UAW Section M-Policies Pages 3 through is for evaluation criteria Yes F] No I� No Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LVVRP Section 111—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 II--Policies Pages 8 through lb for evaluation criteria Yes.o No 1:1 Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section In —Policies Pages 16 through 21 for evaluation criteria. Q Yes 1:1 NO El'Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III--Policies; Pages 22 through 32 for evaluation) criteria. c Yes No Not applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes Q No.[D"Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in 'Torun of Southold from solid waste and hazardous substances and wastespp See L Section III—Policies; Pages 34 through 38 for evaluation criteria. El"Yes No EKt� licable 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 f®r eialuation criteria. F] 'YesCl No EI/Not Applicable Attach additional sheets if necessary WORDING COAST POLICIES Policy 10. Protect Southold's water-dependent eases and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. Q 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. F1 Yes Yes U No R/Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. Q.Yes ❑- No 11"Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section IIII—Policies; Pages 65 through 68 for evaluation criteria. D Yes ,E] leo Not Applicable PREPARED BYc^ ��ci7 TITLE DATE ? Michael J.Domino,President QF S0(/Jy Town Hall Annex � John M.Bredemeyer III,Vice-President �� l0 54375 Route 25P.O.Box 1179 Glenn Goldsmith J [ Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 �yCOUNT`1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 15, 2019 Scott & Susan Ambrosio 25 Brian Lane East Northport, NY 11731 RE: 1940 MASON DRIVE, CUTCHOGUE SCTM# 1000-104-7-16.1 Dear Mr. and Mrs. Ambrosio: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, November 13, 2019: WHEREAS, SCOTT & SUSAN AMBROSIO applied to the Southold Town Trustees for an Amendment to Wetland Permit#9379 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application, dated October 4, 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, the LWRP Coordinator issued a recommendation that the application be found to be Consistent with 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, 2 NOW THEREFORE BE IT RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Wetland Permit#9379 to demolish existing dwelling and foundation and construct new 20' landward; construct a 40' wide by 34' deep foundation with elevations to remain as previously approved; construct a 40' wide by 34' deep two-story dwelling with a 40' wide by 6' 9 '2" deep front porch with roof to be 42'8" wide by 8'-11 '/2" deep with approved eaves on the east and west side of the house; demolish and remove existing seaward side concrete patio; construct a new 36'-9 '/2" wide by 22' deep elevated framed deck with 8' wide stairs attached to back and a 4' wide stairs on the west side of the deck adjacent to the newly located house; install gravel under footprint of deck; construct a 39'9 '2" wide by 13'4" deep patio roof; reconfigure existing driveway, add cobblestone apron and sides and paver walkway from driveway to dwelling; install a 1,000 gallon propane tank; eliminate one plastic shed and install one (1) 8'x10' shed for a total of two (2) existing 8'x12' and one (1) 8'x10' plastic sheds; and to relocate and reconfigure , OWATS System and grade to allow for new landward location; and as depicted on survey prepared by Nathan Taft Corwin, III Land Surveyor, received on October 1, 2019, and stamped approved on November 13, 2019. 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, Michael J. Domino, President Board of Trustees MJD:dd AMBROSIO SITE PLAN SITUATE CUTCHOGUE O TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 104-07- 16. 1 DWE�GGWA R SCALE 1 "=30' USES PUBV APRIL 11 , 2019 DECEMBER 1, 2014 SHOW PROPOSED LOCATION OF SHED OCTOBER 10, 2018 UPDATE SURVEY NOVEMBER 11, 2018 REVISE SITE PLAN NOVEMBER 25, 2018 REVISE SITE PLAN PER NYSDEC NOTICE 11/14/2018 DECEMBER 14, 2018 REVISE SITE PLAN IN MEET 7� x 137 .GHQ �u Gur JANUARY 30, 2019 REVISE PER ARCHITECT'S PLAN PuBuc WASR (�R Iv I L1L WIRE APRIL 11, 2019 REVISE PER NYSDEC NOTICE DF PA`fsME I GONG RING JULY 25, 2019 REVISED SITE PLAN G �.�rR SEPTEMBER 20, 2019 REVISED SITE PLAN WE\ytN WptER 0 �,lg EDGE � Gt¢1C,ML REEOCP'1E p SEPTEMBER 25, 2019 ADD PROP. STEPS S.W. HOUSE COR. S PUeVC A x 9 ,e E ..WFTER PIPE PRS E1 E VNE SO 6E RELOGA'1. *" WAtER NE TO 0k SSE N ,7.51 5 Aon.. VkrSEE MER x EXaTs�E��RIc u R�vlyplr<,W1�R TOTAL AREA = 62,613 sq. ft. i2 ypMTA N32' Np F1L (TO TIE LINE) 1.437 ac. x'", • x�.4 � • TR lfl t,�y�1L�yA �C,N EXPW10N UPLAND AREA = 29,943 sq. ft. Wo F F` p-e0 \v �•��9�' x / / IPIE , �� / 'I o TEST HOLE0. � 1P2�0 R -A -� I 1� ' Rp'(�•(R1 PROP K C.11R81 PRS `'e .• pyERH� TWIN TREE / SLOG I F IIP OI�ENs� .;:.::�.. �:.••. �+•Z tN.tREE� 1r^ I Oy . � bR TME yPNfl � �,,:. ti 1 Io / AY '•? I-� r N LM1S OFA F 'M AN , r .a 1K ... Z 15� DR SkiZ,.DtE ,. � `._�•• ..:P / WOE FtEM� ��/}� / .• wf(. b BE r . n a,. • A5 \u ti , r" `4'7� V O :. ....» `:°.:.: S_�,pSE� U�11Sy ! 'fie' - 6`'•::::�i::�'::::::. � PR<J" :, o : ti i .; ;:.. 3 ,.> ?�y1DE ty ;......:::. :.,:::,• ?t::' ::::;:;;:::: (2)SEE y101Y T10N T0OCT 37 \ C�t�i - - '/' •; y�R :;.. ;:. ................... Tp1tN SEE yTORY OMy ayNpP 51-x I I 20 9 _ i�� ... O �i :•::•:.+.:::::::•:•..... t2 .2, h BES A�F FROM h �•. ', e :::::•�:.::+.!:::•.;:':�'::::::p:::::::•: 2 F�1-• 1yTUa600 is i�. -•� i :.;1:•'.•.`,�:E�:�:2:. i 'ME y�v t ,;- .•4 r� ';� 7<r •��' , O:'� ;;::;•:'.:::•:....�::�.. 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"s \\� Cop b 1 N�-. �;.:`.:.:;;:��36�,::::;.;;::�:.: � � �E�yO�•a8,y11vN��YP,�P{'�(10�M�y1-�. 0 \ EX TING EDGE OF LAWN 1 ::..::::•?iliii :: :iiii ;.:.: :: .:: \ Z�fi PR OIN6 REMUvV F� jIREEt �,JLCO15G1p1 FS�O . ---- 5 -- -- --i ----- .} .• 4 .. �, � OLL1 p 00XWOpOAD ...:. -:G-: -- X 2�kV11 POR HIG CH tED PRO 1 D EX SHED ---- - op(\SNS pIA�REEOCA (0 FLAG 2 ; FLAG s SAG aN prT�o �a pPt�p B o of AGK APPROVED BY 4, GaN FLAG 1 LLl�� BY D G 3 c \ IR Z m SOOL UMR OF FLAG 4 ��c x x J FLAG 9 - wARDK EM, TjD 'E BOARD OF *I RUSTEES N RO/YNENTgw CD SVGA DEL'IV 111, FLAG B TOWN OF SOUTHOID nN /nc ON OCT L Z 2 J11 G OBER � p - oa 3, ?O18 Cy FLAG 7 , \2 DATE HoJ�i'k.b6� l3 .�lq d� o � ti CJD, $ c1a o C-2 b\ m VE v \ f o n2 \ 7 C v all, all, ally all. \\ \ x EXISTING LOT COVERAGE OVER UPLAND AREA 1L\ DESCRIPTION AREA X LOT COVERAGE y`� all, wE1� \\ \y ,111, HOUSE, FRONT PORCH 950 sq. ft. 3.2% & OUTSIDE SHOWER REAR PATIO 700 sq. ft. 2.3% \ \ (3) SHEDS 250 sq. ft. 0.8% all, TOTAL 1,900 sq. ft. 6.3% 1i 11 \t\ t\ PROPOSED LOT COVERAGE PSR� //,+ OVER UPLAND AREA /•1$ \ t \t DESCRIPTION AREA X LOT COVERAGE LD S 66 60 26 Q,• \\ tt ; PROP. HOUSE WITH 1,630 sq. ft. 5.5% _ t FRONT PORCH I ��`. \\ ; ally PROPOSED REAR DECK 807 s ft. 2.7% a�l, I l9" \ 11 I WITH ROOF OVERHANG q / I (3) SHEDS 272 sq. ft. 0.9% Al 60•\\ I •Oa• �p 'v \�`\ II TOTAL 2,709 sq. ft. 9.1% 4Sl S �� I ^ �F ti\ I II J 6 �\T�F I d F \ <iNF I O \\ \ 86 NOTES: A6 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM .BROAD WA TERS COVE \ EXISTING ELEVATIONS ARE SHOWN THUS:XKX \ EXISTING CONTOUR LINES ARE SHOWN THUS: -----X ----- PROPOSED CONTOUR LINES ARE SHOWN THUS: DRAINAGE SYSTEM CALCULATIONS: F.FL. - FIRST FLOOR G.FL - GARAGE FLOOR ROOF AREA (HOUSE, PORCHES & DECK): 2,440 sq. ft. o UNAUTHORIZED ALTERATION TI ADDITION 2. THIS PROPERTY IS IN FLOOD ZONE AE (EL 6) AS SHOWN ON 2,440 s ft. X 0.17 = 415 cu. ft. o TO THIS SURVEY IS A VIOLATION OF FLOOD INSURANCE RATE MAP No. 36103CO164 H q w SECTION 72LA OF THE NEW YORK STATE 415 cu. ft. / 42.2 = 9.8 vertical ft. of 8' dia. leaching pool required �� EDUCATION LAW. ZONE AE: BASE FLOOD ELEVATIONS DETERMINED , 3. REFER TO PROPOSED I/A OWTS PLANS BY PROVIDE (5) 8 dia. X 2 high STORM DRAIN POOLS COPIES OF THIS SURVEY MAP NOT OR BEARING EMBOSSED SEAL SHALL NOT BE CONSIDERED PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: THE LAND SURVEYOR'S INKED SEAL ZACHARY T. CLANAHAN, ARCHITECT FOR PROPOSED SEPTIC TO BE A VALID TRUE COPY. SYSTEM DESIGN AND DETAILS. 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD DRIVEWAY AREA: 2,550 sq. ft. CERTIFICATIONS INDICATED HEREON SHALL RUN OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 2,550 sq. ft. X 0.17 = 434 cu. ft. ONLY TO THE PERSON FOR WHOM THE SURVEY 434 cu. ft. / 42.2 = 10.3 Vertical ft. of 8' dia. leachingpool required IS PREPARED, AND ON HIS BEHALF TO THE 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND P q TITLE COMPANY, GOVERNMENTAL AGENCY AND REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. PROVIDE (6) 8' dia. X 2' high STORM DRAIN POOLS LENDING ASSIGNEES LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 6. ALL PROPERTIES WITHIN 150' OF SUBJECT PROPERTY ARE THE EXISTENCE OF RIGHT OF WAYS CONNECTED TO PUBLIC WATER. 7. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE ANDANY,, N EASEMENTS OF RECORD, IF NOT SHOWN ARE NOT GUARANTEED. SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW FLOATING DOCK IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF PREPARED IN ACCORDANCE WITH THE MINIMUM FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE FOR SUCH USE BY THE NEW YORK STATE LAND VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO TITLE ASSOCIATION.- TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING Q!c NC`k,.°\ PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION ry AND GROWTH. �Ye-' Ar Co -\f � af ' Al TEST HOLE DATA S" G` , �° t (TEST HOLE DUG BY MCDONALD GEOSCIENCE ON DECEMBER 23, 2009) ' �. D, Fz� `i6 DARK BROWN LOAM OL n�� 24'0 COMPONENTS THIS ACCESS ONLY 1 N.Y Lic. No. 50467 PROPOSED SEPTIC SYSTEM DETAIL 20'0 HDPE SECURE HEAVY COVER BY POLYLOC PROPOSED SEPTIC SYSTEM DESIGN BY: BROWN SILTY SAND SM ZACHARY T. CLANAHAN, ARCHITECT EL 2.0' 2.4' • 20' SAFTY SCREEN BY POLYLOC (TYP.) (NOT TO SCALE) (HIGH TIDIE ELEVATION O RDOGROUND ADWATERS CAG 2.5 E Nathan Taft Corwin III F. F. HOUSE PALE BROWN FINE SAND SP ELEV. 11 A' FINISH GRADE FINISHED GRAD 12x 12 12 RI K D-BOX ELEV. 8.0 Land Surveyor ELEV. 8.5' W/ PDB-12 RISER AND �-• 1.0� 3.4' ROTO-FLOW 3050-4 LEVELERS GROUND WATESR,HOLE 1' MIN. WATER IN PALE BROWN FINE SAND SP INV. EL in. PITCH 1/4'/1 7.7' I/A OWATS TANK P �� s Successor To: Stanley J. Isaksen, Jr. L.S. INV. EL 7.5' FUJI CLEAN CEN-5 -P� INVERT n> tt' Joseph A. Ingegno L.S. ' TREATMENT SYSTEM INV. EL. Ery 2<L BOT. EL 5.92' 7.3INVERT Z Title Surveys - Subdivisions - Site Plans - Construction Layout ------------------------- Fax------------- ----------------- - PHONE (631)727-2090 Fax (631)727-1727 BOT. EL. 3.1' �HIGHEST EXPECTED GROUND WATER OFFICES LOCATED AT MAILING ADDRESS ELEV. 2.0' (HIGH TIDE ELEVATION BROADWATERS COVE) I_ 32' - ' 1586 Main Road P.O. Box 16 --8' -=I 7'-10 3/4'-�{�--8' GROUND WATER PER TEST HOLE ELEV. 1.0' Jamesport, New York 11947 Jamesport, New York 11947 Michael J. Domino, Pres ��$UEF©(SCO t Town Hall Annex John M. Bredemeyer III,Vice-'rre"sident �� : Gy�� 54375 Route 25 Glenn Goldsmith coP.O. Box 1179 A.Nicholas Krupski r Southold,NY 11971 Greg Williams '� dap! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: 16�/S Completed in field by: N.1�•rg�dti� SCOTT & SUSAN AMBROSIO request an Amendment to Wetland Permit #9379 to demolish existing dwelling and foundation and construct new 20' landward; construct a 40' wide by 34' deep foundation with elevations to remain as previously approved; construct a 40' wide by 34' deep two-story dwelling with a 40' wide by 6' 9 '/2" deep front porch with roof to be 42'8" wide by 8'-11 Y2" deep with approved eaves on the east and west side of the house; demolish and remove existing seaward side concrete patio; construct a new 36'-9 '/2" wide by 22' deep elevated framed deck with 8' wide stairs attached to back and a 4' wide stairs on the west side of the deck adjacent to the newly located house; install gravel under footprint of deck; construct a 39'9 Y2" wide by 13'4" deep patio roof; reconfigure existing driveway, add cobblestone apron and sides and paver walkway from driveway to dwelling; install a 1,000 gallon propane tank; eliminate one plastic shed and install one (1) 8'x10' shed for a total of two (2) existing 8'x12' and one (1) 8'x10' plastic sheds; and to relocate and reconfigure OWATS System and grade to allow for new landward location. Located: 1940 Mason Drive, Cutchogue. SCTM# 1000-104-7-16.1 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 o 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: M'DA is J Swis �a,5-0� Sea 5s�e pa�,o �Oss-bte CLUI e, . �o�� Lswlc� T< Cp( �dfe W� �-�- W l Wnod &1, / I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: J redemeyer M. Domino G. Goldsmith N. Krupski G. Williams Other OFFICE LOCATION: ®��oF soUry®o MAILING ADDRESS: Town Hall Annex ~ O P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) S ® app Telephone: 631 765-1938 Southold, NY 11971 O Fax: 631 765-3136 l"fc®uffN 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: November 7, 2019 Re: LWRP Coastal Consistency Review for SCOTT & SUSAN AMBROSIO SCTM# 1000-104-7-16.1 SCOTT & SUSAN AMBROSIO request an Amendment to Wetland Permit#9379 to demolish existing dwelling and foundation and construct new 20' landward; construct a 40' wide by 34' deep foundation with elevations to remain as previously approved; construct a 40' wide by 34' deep two- story dwelling with a 40' wide by 6' 9 'h° deep front porch with roof to be 42'8" wide by 8'-11 'h" deep with approved eaves on the east and west side of the house; demolish and remove existing seaward side concrete patio; construct a new 36-9 Y2" wide by 22' deep elevated framed deck with 8' wide stairs attached to back and a 4' wide stairs on the west side of the deck adjacent to the newly located house; install gravel under footprint of deck; construct a 39'9 '/" wide by 13'4" deep patio roof; reconfigure existing driveway, add cobblestone apron and sides and paver walkway from driveway to dwelling; install a 1,000 gallon propane tank; eliminate one plastic shed and install one (1) 8'x10' shed for a total of two (2) existing 8'x12' and one (1) 8'x10' plastic sheds; and to relocate and reconfigure OWATS System and grade to allow for new landward location. Located: 1940 Mason Drive, Cutchogue. SCTM# 1000-104-7-16.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Peter Young,Chairman N Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 i Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., November 6, 2019 the following recommendation was made: Moved by James Abbott, seconded by Caroline Burghardt, it was RESOLVED to SUPPORT the application of SCOTT & SUSAN AMBROSIO to Amend Wetland Permit#9379 to move existing house and patio 20' landward; extend 34'X 34' footing and foundation an additional 6'X 34' deep on the east side of the house; extend two-story house plan on the east side 6'X 34' deep on the first and second floors; extend existing front porch; demolish and remove concrete patio and construct new framed deck with stairs; extend patio roof; reconfigure gravel driveway; install 1000 gallon propone tank; eliminate one plastic shed and install one 8'X 10' shed; and relocate and reconfigure on-site wastewater treatment system to allow for new landward location. Located: 1940 Mason Drive, Cutchogue. SCTM#104-7-16.1 Inspected by: James Abbott, Peter Young, Caroline Burghardt Vote of Council: Ayes: All Motion Carried r Southold Trustees 10/3/2019 ft i• � 1� Att: Diane �f is L'•� � OCT 4 2019 Re: 1940 Mason Drive Cutchogue C JOl�it1!,!3 ewn Our Amendments Board o#1nf�+ees a 1) Move existing house and patio 20 ft landward. 2) Extend the approved 34'x 34'footing and foundation an additional 6 ft wide x 34 ft deep on th'e east side of the house in the new proposed landward location. The final foundation will be 40 ft wide x 34 ft deep. Foundation elevations to remain as previously approved. 3) Extend existing approved 34'x 34' 2 story house plan on the east side 6 ft wide by 34 ft deep on the 1St and 2nd floors. 4) Extend existing approved front porch 34'wide x 2'-9" deep to 40'wide x 6'-91/2" deep. 5) Existing approved front porch roof is 36'-8"wide x 4'-11/2" deep with eaves on the east and west side of the house 1 ft 4"wide x 16 ft long. Requested amendment is to extend the existing approved roof to 42'-8"wide x 8'-11/2" deep with approved eaves on the east and west side of the house. 6) Demolish and remove existing approved 30'-8"wide x 22 ft deep concrete patio. Construct a new 36'-91/2" wide x 22 ft deep elevated framed deck with 8 ft wide stairs attached to back and a 4ft wide stairs on the west side of the deck adjacent of the newly located house as per plan. Deck surface to be elevated approximately height of interior finished floor. Install gravel under footprint of deck. 71 Extend existing approved patio roof which is 33'-91/2 wide x 12 ft deep to 39-91/2"wide x 13'-4"'ft deep as per plan. 8) Reconfigure gravel driveway, add cobblestone apron and sides and paver walkway from driveway to house. 9) Install 1000 gallon propane tank as per plan 10) Eliminate one plastic Shed and install one (1) 8x10 shed. Final plan to have two (2) existing 8x12 and one (1) 8x10 plastic shed Move to front of house as per plan. 11) Relocate and reconfigure OWATS system and grade to allow for new landward location. Thank You Scott and Susan Ambrosio 516-644-3710 Q2 �01 GG PROOF OF MAILING OF NOTICE ATTACH[CERTIFIED MAIL RECEIPTS Name: Address: �r3✓r� �o�t 6�c��-�— 77-1.5- (9 2 Sf ? �'eo) 1E� mac( l/ ��-- /�z��FG� STATE OF NEW YORK COUNTY OF SUFFOLK oX 113 to , residing at 5 `iii �� G�o✓� Uzi 7 , being duly sworn, deposes and says at on the �- day of Llc,+,c,&, , 2011 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 To Xsic-) of Southold; that said Notices were mailed at the United States Post Office at I bA,45aJ 6-`f hat said Notices were mailed to each of said persons by CERTIFIED MAIL TURN RECEIPT. Sworn to before me this Day df Notary Public ANN M PATRONAGGIO Notary Public, State of New York Registration #01PA6323596 Qualified In Nassau County Commission Expires April 20, 2011) SENDEP: COMPLETE THIS SECTION •MPLETE THIS SECTION ON DELIVERY ■ Complete items 1 2,and 3. Si�tt e R ?int your name and address on the reverse X\_ E3ent ' s�.khat we can return the card to you. = -'�©Addressee I ■ Attach this card to the back of the mailpiece, B. ge ved by(QAaled Name) C.Date of Delivery or on the front if space permits. , C Q 9&(j,l d 10—30-1% 1. Article AddrQssed to: D. Is&livery address different from item 1? ❑yes ; If YES,enter delivery address below: -�No 3. Service Type ❑Priority Mail Expresso + II�IIII'I IIII III I IIII IIII II I I I i I II I I I I I I I ❑Adult Signature 17 Registered Maur" ❑Adult Signature Restricted Delivery E3 Registered Mail Restricted ❑Certifled WHO Delivery 9590 9402 3053 7124 0583 76 ❑Certified Mail Restricted Delivery ❑Return e cnaRe eceiptfor E3 Collect on Delivery 2. Article Number(rransfer from service labeo ❑Collect on Delivery Restricted Delivery ❑Signature Confirmation^" ❑Igsured,Mall• : , ' s ' ,❑,SlgnatureConflrmatiop ❑insured Mail Restricted Delivery' Restricted Delivery .119 112.0 0000. 9501 -0660 (over$500 PS Form 3811,'July 20151PSN 7530-02-000-90531;1 Domestic Return Receipt J ` SENDER: COMPLETE SECTION • • • DELIVERY ■ Complete items 1,2,and 3. A. S acture a 12 ■ Print your name and address on the reverse Xgent,_,e so that we can return the card to you. lessee B. Receded by rented Name) .Dat `. eliVery ■ Attach this card to the pack of the mailpiece, :Y t or on the front if space permits. 1. Article Addressed to: D. Is delivery address different fro 1-7) If YES,enter delivery"address mow: \SQ$ An 3, Service TypePriority Mail Expresse, II 1111111 Ilii III I IIII IIII II II I I i I II I I(IIII Ili °Adult Signature El❑Registered [3MallAdult Signature Restricted Delivery L3 Registered Mafl;€tts'fW M Certified Mail@ Delivery i ❑Certified Mall Restricted Delrvery -,'U ReturnReoeipt' i 9590 9402 3053 7124 0580 62 q Collect on Delivery Merchandise,,, 1 2. Article Number(hansfer from service labe . ❑collect on Delivery Restricted Delivery ❑Signature Cr _ - ❑Insured Marl' ❑Signature 19 112 6 0`6-0 0 9'5 01 `06 4 6 °(over$5a0�Restricted,Defvery ` ;Restri�ter �- ry f PSForm3811,july2015PSN 7530-02-000-90153 Y�'- Domesticf 1515 1t r 1 ' COMPLETE ON DELIVERY A. !gnat Agent N Complete items 1,2,and 3. X Addressee . ■ Print your name and address on the reverse 0 ate of Delivery so that we can return the card to you, g ece ed b rioted amp) ■ Attach this card to the back of the mailpiece, El Yes or on the front if space permits. D. Is delivery address different from ite 2 1. Arti11 Addressed to: If YES,enter delivery address bel o ❑No c� y AA) F1U)0f 062— - IIIi,lIrIl IIII IIII III I IIII IIII II II I I I I II I I IIII II III 17Prioriiy0ali Mxpl te�o ' 'Reg!SenriceType p �red 0 Adult Signature Mal_Rstrc te ' p1.3 Adult Signature RestrctedDelvery Q Deeryd ehv Certified Mails .'% CJ Retum Res,elptfor Q dimfled Mail RestrlGted DeliveN Merchandise De 9590 9402 3053 7124 0580 79 o Collect on Delivery Restricted I3eiiveN p Signature Conature ma ion 2. Article,Number(Transfer from service,labe0 :; 0 Insured Mall Restricted Del ery _< 1]Insured Mad Restricted Delivery 019 112 0 "0 0 0 0' 9 5 01 0639 I (over$soo pomestic ReturnR0001P '; I Ps Form 3811,July 2015,PSN 7530=02-000-9053 f 4 •MINN • A Si at re gent I ■ Complete items 1,2,and 3. X p re ee ■ Print your name and address on the reverse 0,pat f'Deliv �I so that we can return the card to you. B. ceive b (Printed Name) i I ■ Attach this card to the back of the maiipiece, on the front if space permits. I D.Is delivery address d'rfferent from item 12 or 11, Article Addressed to: If YES,enter delivery address below: ❑No fwn Cc ` r ale, CJ 3bt I ClC eW p 3. Service Type ❑Priority Math ExPress� 0 Adult Signature ❑Registered Mall IIIIIII III 0 Adult Signature Restricted Delivery ❑Registered Mall R Restricted, Hill IIII IIIIIII IIII II II II IIIII 0 Certified Mall® D certified Me11 Restricted DelivveN Q ReturnMerchandiseRew1 � i13 Collect on Dei'iveN Signature Confirmation' 9590 9402 3053 7124 0581 16 0 collect on Dellvery Restricted DeliveN 0 p Signature Confirmation from service iabe0 ❑InsuredlMall, I 1 Restricted Delivery 7 01;9 11,2 0j;0 0 0 0 �95 01 10 6!5 311 H� I G?;ins te"rg$5o ai1R i` doervery pomestic Return Rec;6*0 PS Form 3811,July 201`5 PSN 7530-0?-000-9053 1 1 Postal } postal CERTIFIED MAILP RECEIPT I f CERTIFIED MAILP RECEIPT Domestic Mail Only [1' Domestic Mail Onlyc, M LIT C • Y z CUT V G s Y1 '9� 0507 i 0 Certified Mail Fee (6507 $3.511 �. 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Sworn to before me this Day of , 20 Notary Public Michael J. Domino, President $uFfO(�- Town Hall Annex John M. Bredemeyer III,Vice-President bY„� yam, 54375 Route 25 Glenn Goldsmith N P.O. Box 1179 A Nicholas Krupski �',� Southold,NY 11971 Greg Williams 41- dap! 7 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 SCOTT & SUSAN AMBROSIO 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 1, �CO �� , residing at/dba 2S- "Eyr21,A,.3 LA-r.>C,- �c �X ,p c✓+— being duly sworn, depose and say: That on the q day of C,)c4oi?3Pti , 20 A, I personally posted the property known as ICC' 6 4ASo-_'.) _0v(VQ_ Cow. uz by placing the Board of Trustees offLal posterNvhere it can easily 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, November 13, 2019. Dated: _ C (signature) Sworn to before me this q41 , day of tq'W20 Lq CTI _ Qn'.4�, -w-,� n .,�.,,, Notary Public ANN M. PATRONAGGIO Notary Public, State of New York Registration#01 PA6323596 Qualified In Nassau County Commission Expires April 20, 21J3 In 1 a - NUTIL 't U1 HtAKING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: SCOTT & SUSAN AMBROSIO SUBJECT OF PUBLIC HEARING : For an Amendment to Wetland Permit #9379 to demolish existing dwelling and foundation and construct new 20' landward; construct a 40' wide by 34' deep foundation with elevations to remain as previously approved; construct a 40' wide by 34' deep two-story dwelling with a 40' wide by 6' 9 '/2" deep front porch with roof to be 42'8" wide by 8'-11 %" deep with approved eaves on the east and west side of the house; demolish and remove existing seaward side concrete patio; construct a new 36'-9 '/2" wide by 22' deep elevated framed deck with 8' wide stairs attached to back and a 4' wide stairs on the west side of the deck adjacent to the newly located house; install gravel under footprint of deck; construct a 39'9 '/2" wide by 13'4" deep patio roof; reconfigure existing driveway, add cobblestone apron and sides and paver walkway from driveway to dwelling; install a 1,000 gallon propane tank; eliminate one plastic shed and install one (1) 8'x10' shed for a total of two (2) existing 8'x12' and one (1) 8'x10' plastic sheds; and to relocate and reconfigure OWATS System and grade to allow for new landward location. Located: 1940 Mason Drive, Cutchogue. SCTM# 1000-104-7-16.1 TIME & DATE OF PUBLIC HEARING : Wednesday, November 13,- 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 DiSalvo, Diane From: Scott@rebmannphc.com Sent: Thursday, October 03, 2019 5:32 PM To: DiSalvo, Diane; 'kehl' Subject: Southold Trustees revised as per my telecon with Elizabeth today. 1940 Mason Drive, Cutchogue Attachments: CCF10032019.pdf, Southold Trustees 100319 finalLclocx Hi Diane I hope this is the final revision. As requested I clearly identified deck dimensions and associated roofs in this revision. Sorry about the changes please disregard only the previous amendment letter dated 9/25/19 (the survey I provided in the mail is fine and can remain) and replace the amendment letter with the attached . Thank You Scott Ambrosio ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 L (—Dd u 1, I OCT 4 2019 Scua�i'ci n;n 1 SufFock� Michael J. Domino, Pr Jenf yo`� Town Hall Annex John M. Bredemeyer, Vice-President o 54375 Route 25 Glenn Goldsmith �� N_ x P.O. Box 1179 A Nicholas Krupski Southold, NY 11971 Greg Williams yl , �� Telephone (631) 765-1892 Fax (631) 765-6641 S0UTE10LD TOWN BOARD Off' TRUSTEES TO- SOUTHOLD TOWN BUILDING DEPARTMENT RE_ VERIFICATION OF BUILDING DEPARTMENT PERMIT;REQDTR;(f=(VIENTS� r- - i -- S CTM#- Owner Name, Afapmstfl Property <` Date Sent to Bldg_ Dept: The Office of the Board of Trustees is forwarding the above referenced application for verification of the Building Department's permitting requirements stated befow: 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 Dernolitlon as described under Town Code? COMMENTS: ju4ro Re i er Date i ' Michael J. Domino,President �pF SOUjTown Hall Annex John M.Bredemeyer III,Vice-President ,`QOl0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A. Nicholas Krupski S Q Telephone(631) 765-1892 Greg Williams �� 'Fax(631) 765-6641 CDUNl'1,� BOARD OF TOWN TRUSTEES ' TOWN OF SOUTHOLD September 20, 2019 Scott & Susan Ambrosio 25 Brian Lane East Northport, NY 11731 RE: 1940 MASON DRIVE, CUTCHOGUE SCTM# 1000-104-7-16.1 Dear Mr. and Mrs. Ambrosio: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, September 18, 2019: WHEREAS, SCOTT & SUSAN AMBROSIO applied to the Southold Town Trustees for an Amendment to Wetland Permit#9379 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of,Southold, application dated September 17, 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, the LWRP Coordinator issued a recommendation that the application be found to be Consistent with the Local Waterfront Revitalization Program policy standards, and, i WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, j 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,' I ! 2 NOW THEREFORE BE IT RESOLVED that the Southold Town Board of Trustees APPROVE the Amendment to Wetland Permit#9379 to remove the existing foundation and install a 34'1"x34' new foundation raised approximately 2ft, raise the existing 30'8"x22' waterside patio ,approximately 2 ft.; the existing house and foundation to be demolished and removed from the site. New house and foundation shall be built with a first floor elevation of 11.0'. The house shall be built in the same location as the existing house with a 10' addition landward from the front of the existing house. No portion of the foundation will be closer to the wetlands than presently exists. Existing patio its not to be demolished and is to be raised in place accordingly to the house from its current surface height to an elevation of 10.8'. The patio will not be expanded more than its existing footprint, no portion of the patio will be closer to the wetlands than presently exists. The existing steps to the patio shall be modified to reach the new raised height of the patio. The grade around the patio shall remain the same as the existing grade and existing ' boxwood bushes shall remain with no change in size of grade of planting bed; and as depicted on survey prepared by Nathan Taft Corwin, III Land Surveyor, received on September 17, 2019, and stamped approved on September 18, 2019. applicable, and permit issued within six;'months of the date of this Fees must be paid, if app , 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, . j- Michael J. Domino, President Board of Trustees MJD:dd . I i ' � -� L Michael J. Domino, Pi nt„ FFQ(OtiQs 4, r` Town Hall Annex John M. Bredemeyer 111,Vice-President �� %= 54375 Route 25 Glenn Goldsmith N s P.O. Box 1179 A.Nicholas Krupski � � " � Southold,NY 11971 Greg Williams 4 Telephone(631)765-1892 ®� �a Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: �� Completed in field by: Yid-/11 QPjk`' SCOTT & SUSAN AMBROSIO request an Amendment to Wetland Permit#9379 to remove and replace in place all existing footings and foundation, and add an additional 6'x34' of footing/foundation onto the east side of the proposed dwelling for a total final footing/foundation to be 40' wide by 34' deep; extend the proposed two-story dwelling width on the east side by 6' (plus porch and patio); the front porch depth to be 6' 91/2"; extend back porch overhang by 2' in depth; reconfigure driveway, add cobblestone to driveway sides and apron; construct a 25'x25' detached garage; install a 1,000 gal propane tank; eliminate one (1) plastic shed and install one (1) new 8'x10' plastic shed; relocate a/c units to the east side of the dwelling; add a 6'x22' addition onto the east side of existing patio, overall patio to be 36'8"x22', and add a patio channel drain system for stormwater runoff. Located: 1940 Mason Drive, Cutchogue. SCTM# 1000-104-7-16.1 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: fo o P V4 (cj AA qy 'b C wo 4,J A194 w4vj I&A �- 66'r 1'j k4 WVj 6Q. 1 have read ackn wledged the foregoing rustees comments: Agent/Owner: Present were: J. Bredemeyer ✓ M. Domino G. Goldsmith N. Krupski G. Williams Other AMBROSIO SITE PLAN 10 , SI T UA TE ® CUTCHOGUE blal 'sl YiVv3kes 31da TOWN OF SOUTHOLD (31OH1 OS JO NMOL SUFFOLK COUNTY, NEW YORK s331sn �O CI�dOs DWS""G S.C. TAX No. 1000- 104-07- 16. 1 US POgUC WATER A� Q Mddd SCALE 1 "=30' APRIL 11 , 2019 DECEMBER 1, 2014 SHOW PROPOSED LOCATION OF SHED OCTOBER 10, 2018 UPDATE SURVEY NOVEMBER 11, 2018 REVISE SITE PLAN NOVEMBER 25, 2018 REVISE SITE PLAN PER NYSDEC NOTICE 11/14/2018 W gTREET j� WIRE DECEMBER DECEMBER 14, 2018 REVISE SITE PLAN PUgU1C WATER ,�T �/ 4 < �;.. j •. ;d" I UL JANUARY 30, 2019 REVISE PER ARCHITECT'S PLAN i d g q _.. I C0"C. RI"G APRIL 11, 2019 REVISE PER NYSDEC NOTICE DNE`L\CGWp�R 0-S x�yq j�� •' pp. \20NA 37 1 ' 1 4.7 o-� �1GMER °CATEO SEPTEMBER 17, 2019 REVISE NOTES USES PUg ' .. .EDGE aF PpVEME" PSR/'P.. R \ p\PEPROP.EIEG WATER L\NNETTO 6E R,vocC,Tv voGH - 111 x4.s EX151ElNNVRIC U � PNS�o TOTAL AREA - 62,613 sq. ft. EX15r• F X50`6 TRI WtN (TO TIE LINE) 1 .437 CIC. X-4-4 d • cR Ln �� 5AN1tPR��12 L-? wit �� P°`3" w ,2• TR PR�GHES,E�P1LEyPNO UPLAND AREA = 29,943 sq. ft. 3 v ��# ��a a �w..` 2�n �`�,� j J e TREE XAS ; 4 J V; 'G�-�M0060, $ x�'" \`� �'1 .7`� TEST HOLE l rn $A3 p ELEG�IG LIN a d EPD W\R PILLS I 1 •... m \ CA PRO .. . %VERN SHALL POR LIMIT pP INE d TWIN TREE IN PROM ANN S SIG SY57FM I e �- \� n E 1 PROP•WATER L -$OX • i '. 4.5 11PLANb��GKED d TRE OK D y • PP R� '�� e ' (WIN 10 G PENS rE 'i WIRE gAG 12"TREE SGB x 4 5 �. 20" ,i1 4 24^ 2a / �� (i1 A 12X �-12Y�C 050 1 L$R o ; d1\RING qND 6Ro1 MIT O5 �D SILT I PRAbjNc, , TO-FLOW NG� ~\ -+S }I J 6 y X 3.7 DRVEWAY M 15H�OHPw$e E o o w \2"TREE�3.s / -t'=4 1m A P/° 00 MOVED jPNK t 5�y�M N (O$E jz Pj1(NO, THE H (N •:. x l_ g Ty OF A A i e? ND K 6 HO S r i • . TO OWP - TREP " P`TIO P F�\O E ' Z � Togo oo 20' ip.11 PN GEN 5 AND F0N\EW HORS ELEV P�1E EXE EX15T1 �P<NDy 10 0•' ••r1 N� c. .. O U�1 G\� 6 y1TE T FLO T10N T OF TO THE ' Fp A o F TREEISTIN 011 THE P FIR LOGP E FROM pSER Lm \N•\RE �!� o Io �/ .T x .� SWI"TREE THE pyED SILT NTM.F-IE yPM FROM yTMll\L$E GL N Y. d SW \ Z� •I e e e _.:../ \2" gAiLL$ $UILT Lp.NOW�P,�fJp,T10N y O • a� d \ RF��/ST/� 4.1 J : `' /l I 4h P $ omonlF WIFE 5 10 S/pC 4 P 10 �T10N 0 (EX\5 L 00 F o� O 1 E O PORPREyENT\ 0Rp\0 W\LL Qb v� �v�oP� ppT10 $E �{ d... �a RoNTTp�� ":: �.r?g: %f_ TREE TH WPLPG ME WIU 1 1 OV Q [ OF /�T .:.::::t� T �Ty1DE ::::::: . . Y 10" SEPTIC \5F� 10- • PP T10 S� �; ' �Q yH0 a:',a .:::g Ft: ,:. W i\ OF EXISTINREMOVED ly TO$ ./PTIOSIO OF T\`E HEIGHT !L 3=.6�... 122 0Fc< /?�R no ;„: ORY:.:`:,; �� `1 p�R(STEM TO No 5 OL15HEp 16�HT TO P NT.NO POR E rya Rp 1yE0 ND $EO ' d ''' e EkISTI EF .. p�zOP•2 ST..:;,;.`',::_". I SEE NOTE OT TO$NDEFpX STING F X0 TO REPGH'�\ e GRp,p�PPLp,NTING ® E NC o 7 T4'ro .! HO .: Yt� ,q4 4 N RE y E (E IEDgT1N O N° EDGE ofPP110 M IT y G THA`pN pRE`�EN gE MODIF TH y1r/"OF 6RPDE 1� yaw .�� -.-.:k eE �': 2a 2'/ EX HOUyE F11DEpp ND`'p pT10 yH�11 IN TME yGl��Ep NGE 1N EWE THE SMP NO 3.8 .--- tion 4 �: RTO THy�Pg TO E PATIO RMP1N WITH ___ _ -------- o - . fin._ D.PpR�!�t:'::41 1`: - T HE MRPPDP\PRREO�\O E•�DAIAN E5D5HX1�511NG'P OR H C7\kAa EuO�D2ETMX5O SHED ,dE MRuN 8e y\SINp ppE FLAG 10 RAND FLAG 2 FLAG .7 ®' x 4.7 FLAG 3 N° CK FLAG 1 Z eyNDw D so�cF TWIN TRE Z ,111, SUF olMir DF T FLAG 4 ��oF FLAG 9 _13ENVIRD IDgC K Y x �J NrAL E IANDS -_- 1� SEP 1 7 t 1� d�l, O O NM CONSUL NGD hL�N oTEO del, 3.8 FLAG 8 LU19 om - 1�1, X111, N OCTDQER 3 Z FLAG 7 o m z B'a'd of Trustees o f 111, �1 C) im'� c> C Lq EXISTING LOT COVERAGE yy W��NOS \\\\\\9�y X111, OVER UPLAND AREA DESCRIPTION AREA Y. LOT COVERAGE HOUSE, FRONT PORCH950 \ \ s ft. 3.2% ` \ & OUTSIDE SHOWER q' _ REAR PATIO \ 700 sq. ft. 2.3% � 1 \ (3) SHEDS 250 sq. ft. 0.8% TOTAL 1,900 sq. ft. 6.3% PROPOSED LOT COVERAGE 11i ro 2 Tlje \ \I 11 OVER UPLAND AREA DESCRIPTION AREA X LOT COVERAGE \ dll, 19�� \ 11 1 PROPOSED HOUSE 1,138 sq. ft. 3.8% Al �� p „ (0 III;I 1 PROP. (2) PORCHES 404 sq. ft. 1.4% LO N 60.1 �, PROPOSED PATIO 330 sq. ft. 1.1% EXIST. (3) SHEDS 250 sq. ft. 0.8% tiF o TOTAL 2,122 sq. ft. 7.1% \ I \ NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM BROADWATERS COVE EXISTING ELEVATIONS ARE SHOWN THUS:XKX \ EXISTING CONTOUR LINES ARE SHOWN THUS: - -- --X PROPOSED CONTOUR LINES ARE SHOWN THUS: F.FL. - FIRST FLOOR DRAINAGE SYSTEM CALCULATIONS: G.FL. - GARAGE FLOOR ROOF AREA: 1,860 s ft. o 2. THIS PROPERTY IS IN FLOOD ZONE AE EL 6 AS SHOWN ON q UNAUTHORIZED ALTERATION TI ADDITION ( ) 1,150 sq. ft. X 0.17 = 195.5 cu. ft. o TO THIS SURVEY IS A VIOLATION of FLOOD INSURANCE RATE MAP No. 36103CO164 H 195.5 cu. ft. 42.2 = 4.6 vertical ft. of 8' dia. leachingpool required x SECTION 7209 OF THE NEW YORK STATE ZONE AE: BASE FLOOD ELEVATIONS DETERMINED p q EDUCATION LAW. 3. REFER TO PROPOSED I/A OWTS PLANS BY PROVIDE (3) 8' dia. X 2' high STORM DRAIN POOLS COPIES OF THIS SURVEY MAP NOT BEARING PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: THE LAND SURVEYOR'S INKED SEAL OR ZACHARY T. CLANAHAN, ARCHITECT FOR PROPOSED SEPTIC EMBOSSED SEAL SHALL NOT BE CONSIDERED SYSTEM DESIGN AND DETAILS. TO BE A VALID TRUE COPY. 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD DRIVEWAY AREA: 1,950 sq. ft. CERTIFICATIONS INDICATED HEREON SHALL RUN OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 1,950 sq. ft. X 0.17 = 331.5 cu. ft. ONLY TO THE PERSON FOR WHOM THE SURVEY 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND 331.5 cu. ft. / 42.2 = X7.8 vertical ft. of 8' dia. leaching pool required IS COMPANY NGOVER GOVERNMENTAL HIS AGENALF OCYTHE AND REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. PROVIDE (4) 8 dia. X 2 high STORM DRAIN POOLS LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- 6. ALL PROPERTIES WITHIN 150' OF SUBJECT PROPERTY ARE PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. CONNECTED TO PUBLIC WATER. THE EXISTENCE OF RIGHT OF WAYS 7. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE AND/OR EASEMENTS OF RECORD, IF SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW ANY, NOT SHOWN ARE NOT GUARANTEED. IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF SECTION A-A FLOATING DOCK FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, PROPOSED GRADING PROFILE PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE SCALE 1"=30' BY THE L.I.A.L.S. AND APPROVED AND ADOPTED VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO A A FOR SUCH VS&.@Y,,Ti NEW YORK STATE LAND TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING 20:1 SLOPE PROPOSED GRADE 3:1 SLOPE TITLE SOCl/\T19N w�F PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION - .__- AND GROWTH. EXISTING GRADE PROPOSED FILL FOR THE SEPTIC SYSTEM PROPERTY LINE S C0 SHALL BE CLEAN SAND TRUCKED IN FROM AN UPLAND SOURCE APPROXIMATELY 1,000 cu. yds, OF �' R ,•' x FILL SHALL BE NEEDED TEST HOLE DATA (TEST HOLE DUG BY 1McDONALD GEOSCIENCE ON DECEMBER 23, 2009) PI EL. 4.4' 01 .+.,,:�, <( DARK BROWN LOAM OL 24"0 COMPONENTS THIS ACCESS ONLY PROPOSED SEPTIC SYSTEM DETAIL N.Y.S. Lic. No. 50467 20"0 HDPE SECURE HEAVY COVER BY POLYLOC PROPOSED SEPTIC SYSTEM DESIGN BY: ZACHARY T. CLANAHAN, ARCHITECT BROWN SILTY SAND SM 20" SAFTY SCREEN BY POLYLOC (TYP.) (NOT TO SCALE) EL 2.0' 2 4' F. F. HOUSE (HIGH TIDE HELSEV ELEVATION BROADWATERS CPECTED GROUND AOVE) 2.5 Nathan Taft Corwin I I I ELEV. 11yQ FINISH GRADE PALE BROWN FINE SAND SP FINISHED GRAD 12x 12K D-BOX ELEV. 8.0' 5' RISER �- Land Surveyor ELEV. 8. W/ PDB-1212 RI RISER AND EL. 1.0' 3.4' ROTO-FLOW 3050-4 LEVELERS GROUND WATER PER TESTHOLE 1 1' MIN. WATER IN INV. EL. min. PITCH 1/4"/1' PALE BROWN FINE SAND SP 7.7' I/A OWATS TANK P -==-` Successor To: Stanley J. Isaksen, Jr. L.S. INV. EL. 7.5' FUJI CLEAN CEN-5 INVERT N Joseph A. In e no L.S. TREATMENT SYSTEM INV. EL. ELEV. 1 L BOT. EL. 5.92' 11 P 9 9 7.3 INVERT ELEV. 7_2' ? Title Surveys - Subdivisions - Site Plans - Construction Layout ------------------ ------------------ -------------- - PHONE (631)727-2090 Fax (631)727-1727 BOT. EL. 3.1' HIGHEST EXPECTED GROUND WATER OFFICES LOCATED AT MAILING ADDRESS }f 8' 7'-10 3/4"- 8' 32' _I ELEV. 2.0' (HIGH TIDE ELEVATION BROADWATERS COVE) GROUND WATER PER TEST HOLE 1586 Main Road P.O. Box 16 ELEV. 1.0' Jamesport, New York 11947 Jamesport, New York 11947 i Southold Trustees 9/3/2019 Re:Approved NYD DEC Amendment to Plan of Scott&Susan Ambrosio Residence at 1940 Mason Cutchogue. a Please find attached the approved plan from the NYS DEC for the amendments proposed. Thank You Scott Ambrosio E CU V E SEP - 9 2019 Southold Town ard of Trustees j NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION r Division of Environmental Permits,Region'l SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)44403651 F:(631)4440360 www.dec.ny.gov PERMIT MODIFICATION f August 28, 2019 Susan and Scott Ambrosio 25 Brian Lane (r� East Northport, NY 11731 ® E C E 0 V E Re: DEC Permit# 1-4738-03872/00007 Ambrosio Property SEP - 9 2019 1940 Mason Dr. " Cutchogue, NY 11935 Soufhdd Town SCTM# 1000-104-7-16.1 r o Trus ee. Dear Permittee: Your recent request to modify the referenced permit has been reviewed pursuant to 6NYCRR, Part 621. It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore, the permit amended to authorize: Raise existing single-family dwelling in-place and construct 11 and 2"d story additions. Raise existing patio in-place and expand patio and porch. Replace and relocate existing shed. - Reconfigure gravel driveway and construct 25' x 25' garage. Remove or abandon existing sanitary system in accordance with the requirements of the Suffolk County Department of Health Services. Install new innovative/alternative on-site wastewater treatment system. Establish permanent vegetated non-disturbance buffer zone along tidal wetland boundary. All work must be done in strict accordance with the attached plans prepared by Nathan Taft Corwin III last revised-7/25/19 and stamped "NYSDEC Approved" on 8/28/19. All other terms and conditions remain as written in the original permit. Veryrely yours, >a Sherri L Aicher Permit Administrator cc: MHP file imnyDepartment of i,Hm Environmental Conservation ' t � .k v -L-NDS IM CHANNEL no i I ' 6 ni Channel only JUL 2 6 2019 � - Part#: 9206 a 9 Cn 1F ni �i•r I 6 Ot gwb rA •9 Channel with slotted grates�� r�'b'Idd Part#'s: 9209WHIfE,920.9UffR1,9ZD99SA-N'U—' Channel Material: PVC f 6! i flip. ! r Channel Color: Black with UV inhibitors Channel Weight: 0.50 lbs/ linear foot 5, Fits: Channel without grate Channel accessories • End cap/outlet (#9247) 2-1/4" • Coupling(#9248) `° • Bottom Outlet (#9250) ' • Anchor clip (#9270) Fits 1-1/2" SCH40 Pipe for channel coupling 3" or for outlet through end cap SLIM CHANNEL GRATES knockout SLOTTED SQUARE,DECO CHAIN DECO r- Channel with grate&anchor clip • WHITE (#9241) . WHITE (#9251) • WHITE (#9261) • SAND (#9242) . SAND (#9252) . SAND (#9262) • GRAY(#9243) • GRAY-(#9253) . GRAY (#9263) i TSS A • Loads of 1-60 psi • Recommended for pedestrians, bicycles, and wheelchair traffic. • ADA compliant& heel-proof Optimum RE—[EX—i_]Re—NDS Submit your Design Printout Michael McCrea <michaelmccrea@ndspro.com> 7/25/19 9:31 am RE: [EXT.] Re: NDS Submit your Design To Scott AMBROSIO <saa844@optonline.net> Scott, I ran the runoff numbers for the patio using 432 sqft and a 25 year/l hour ston-n which is about 2.25'/hr. The system will need to handle about 10 gpm. I have included the information for the Slim channel which will have no problem with the amount-of water. I would install 2 bottom outlets to ensure the water is drained efficiently. Let me know if you have additional questions. -Mike Step 1: Step 6, Step, 2,. UquTS now V E_ Step 3. vt�L Lqpg;�d J U L 2 6 2019 25"tz" P't Z�5 V -mllf Step 4: NDS:We Put Water In Its Place Powered by Our Core Values: Customer Focus•Teamwork•Communication •Integrity and Trust• Results Michael McCrea Supervisor r.ttps.Hmymall.optimum.net/ar)psuite/v=7 8.4-51.20190426.010018/print.htm!?oririt156410165688 1 1/4 Optimum RE_[EXT_]Re_NDS Submit your Design Printout NDS, Inc. �f 1 8800 W. Hurley =f I' - )f Visalia 93291 ` r �, JUL 2 6 2019 [o]: +1-559-562-9888 ext 5415 4� f€ Southold i`ott r f Tr St MichaelMcCrea@ndspro.com www.ndspro.com A Proud Member of NORMA Group www.normagroup.com From: Scott AMBROSIO<saa844@optonline.net> Sent:Thursday,July 25, 2019 3:46 AM To: McCrea, Michael <MichaelMcCrea@ndspro.com> Subject: [EXT:] Re: NDS Submit your Design Hi Mike We spoke yesterday about slot drain for my patio. Was looking for the sizing and product info you were sending me. Thank you Scott Ambrosio On July 24, 2019 at 9:44 AM "McCrea, Michael' <MichaelMcCrea@ndspro.com>wrote: - Thank you for contacting NDS. There are different options you can use for a deck drain. It really depends on how much water will need to be managed and where you want to put the drains. To find out how much water, we need to use the square footage of the roof that will contribute to the runoff, and the location of the project. From there we can size the drain and the pipe that will carry the water to the storm water basin. I have included the catalog pages for the various drains we offer... If you can tell me what you have in mind I can help narrow down the options. https//mymail.optimum.net/appsisite/v=7 8.4-51.20190426.010018/print html?print_1564101656881 2/4 7/25/2.019' Optimum RE_[EXT 1 Re_NDS Submit your Design Printout Back paver patio uncovered area(approximately I U321 is adjacent to wet lands. need to capture storm water runoff with drain by back of patio and pipe to storm water basin. Thank you for making NDS your #1 choice for all your water management needs. i I NDS:We Put Water In Its Place tJ rte' (� Powered by Our Core Values: Customer Focus•Teamwork•Communication a Integrity and Trust•Results Michael McCrea JUL 2 6 2019 Supervisor NDS, Inc. Scutf)Dld Town i 8800 W. Hurley oar of Trustee Visalia 93291 [o]: +1-559-562-9888 ext 5415 MichaelMcCrea@ndspro.com www.ndspro.com A Proud Member of NORMA Group www.norm agroup.com https//mymail optimum net/appsuite/v=7.8 4-51 20190426.010018/print.html?print_1564101656881 3/4 71251201' Optimum RE_[EXT_j Re_NDS Submit your Design Printout • Slim Channel submittal.pdf(6 MB) • 2in Slim Channel Installation Detail- Pavers.pdf(4 MB) • image001.jpg (19 KB) JUL 2 6 2019 Suufib c,,d Town Boalo of Trustees https//mymad.optimum.net/appsuite/v=7 8.4-51 20190426.010018/print.html?prmt_1564101656881 4/4. t • • F .I� ,• {� •moi 'M�'. � �L � '_^.1y�> � y '��, , low MR .od F is �I rye -e� T - J'�5� ,.�• -- �„>r sem- � •� '"cam a.� •i � - :vn7A' '6' � - "+174.�. -1 - j �� gip• � r . aw _ Ylk .`� l Vim. * �,�'► Michael J. Domino,President ��0f SU(/l�o k Town Hall Annex John M. Bredemeyer III,Vice-President �O l0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A. Nicholas Krupski G Q 0 Telephone (631) 765-1892 Greg Williams O Fax(631) 765-6641 uffm BOARD OF TOWN TRUSTEESELSOrtlt",o'd 7 X019 TOWN OF SOUTHOLD Town Tr APPLICATION FOR AN AMENDMENT TO A WETLAND PERMIT _ DATE q f j(P 12 ot 6j OWNER �AP PHONE S llP ` q7 3 MAILING ADDRESS �' P`"}� tI—13/ 0 AGENT PHONE PHONE �i ADDRESS < (/4 3< PROPERTY LOCATION TAX MAP NO. I/We &S vv�z> 410 request an Amendment to Permit# q�7 to �^^;�� 4-1"C 6 i s-bq �i o -Icr) ! �� wl.�- �,,.g &q`1"x 3 t/ I C. c�1i 3Dtea ZZc 0Q7kA5(a.e Signed By: ��"y'"" OFFICE LOCATION: ®� S® y®� MAILING ADDRESS: Town Hall Annex ® P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) us Southold,NY 11971 ® �� Telephone: 631 765-1938 com 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: September 16, 2019 Re: LWRP Coastal Consistency Review for SCOTT & SUSAN AMBROSIO SCTM# 1000-104-7-16.1 SCOTT & SUSAN AMBROSIO request an Amendment to Wetland Permit#9379 to remove and replace in place all existing footings and foundation, and add an additional 6'x34' of footing/foundation onto the east side of the proposed dwelling for a total final footing/foundation to be 40' wide by 34' deep; extend the proposed two-story dwelling width on the east side by 6' (plus porch and patio); the front porch depth to be 6' 91/2"; extend back porch overhang by 2' in depth; reconfigure driveway, add cobblestone to driveway sides and apron; construct a 25'x25' detached garage; install a 1,000 gal. propane tank; eliminate one (1) plastic shed and install one (1) new 8'x10' plastic shed; relocate a/c units to the east side of the dwelling; add a 6'x22' addition onto the east side of existing patio, overall patio to be 36'8"x22', and add a patio channel drain system for stormwater runoff. Located: 1940 Mason Drive, Cutchogue. SCTM# 1000-104-7=16.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this'department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP provided the following is considered to further Policy 4: 1. All structures including the propane tank should be designed to be flood tolerant. The probability that this parcel will flood over time is high. 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 . FOt,�Co� Peter Young,Chairman H Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 r► `F Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., September 11, 2019 the following recommendation was made: Moved by Peter Meeker, seconded by Peter Young; it was RESOLVED to SUPPORT the application of SCOTT & SUSAN AMBROSIO to Amend Wetland Permit#9379 to replace existing footing and foundation with an additional 6'X 34' footing/foundation on the east side of the dwelling; extend the original house plan width on the east side, including both the first and second floors by 6', including porch and patio; and extend existing patio on the east side 6'X 22', overall 36'-8" X 22' deep. Improve stormwater management on the back patio with the addition of a new patio drain system piped into a storm water basin. Located: 1940 Mason Drive, Cutchogue. SCTM#104-7-16.1 Inspected by: Peter Meeker, John Stein Vote of Council: Ayes: Peter Meeker, Peter Young, Caroling Burghardt, Carol Brown Nay: John Stein Southold Trustees 7/25/2019 To Whom It May Concern We are requesting an amendment to permit 9379 for the following reasons. We will also be improving the storm water management on the back patio and other areas of the property. 1) Upon demolition of the house and after close inspection of the footing and block foundation, it was discovered that the footing is improperly sized. The existing footing is an average of 5"x12" and is inadequate support a 2 story structure. We will need a new footing and foundation to properly support the house. The block foundation has cracks throughout and would not be safe to build upon. Proposed Amendments: Replace existing footing and foundation in place as per our original plan and add an additional 6 ft wide x 34 ft wide footing/foundation on the east side of the house. The total final footing foundation will be 40ft wide x 34 ft deep as per plan. 2)After reviewing the living space over a period of time (during the permitting process) we realized we need additional living space. Some of the 2nd bedrooms as well as the 11t floor living space were slightly undersized to accommodate our family of seven. Our family consists of us, our two adult daughters, our son-in-law, and our two grandsons. Needless to say, we not only have additional expenses due to our family living under "our roof", but also require more living space. All the contractors, with the exception of the concrete contractor, have agreed to not raise their price from the original plan. As a result, we will have maintained our original approximate construction costs.The initial front porch design was not designed with the proper depth. The proposed garage would be constructed in the future as our budget allows. Proposed Amendments: Extend the original house pian width on the east side, including both the 11t and 2nd floors, by Eft (plus porch and patio per plan). The front porch depth will be 6 ft 91/2" as per plan. Extend back porch overhang by 2 ft in depth to accommodate our patio table and chairs. Reconfigure driveway add cobblestone to driveway sides and apron as per plan. Construct a 25x25 ft garage as per plan. Instaii 1000 gallon propane tank as per plan. Eliminate one (1) plastic shed and install one (1) 8x10 plastic shed. A/C units are now located on the east side of the house. 3) If we maintain the existing patio in its current place (replacement would be cost prohibitive for us) and add a 6ft x 22 ft addition on the east side we will have minimal additional costs vs constructing a new patio. The addition to the patio will stay within the same design paries n as originally approved. We will be greatly improving the storm water runoff on the patio by adding a channel drain.The drain will run almost the entire length of the patio, which is not on the current approved plan. In addition to qualify for the $20,000.00 "Reclaim Our Water Grants" the patio would need to remain. Grants are not approved for new construction on vacant land. Proposed Amendments: Extend existing patio on the east side 6 Ft wide x 22 ft. Overall patio to be 36'-8" wide x 22 ft deep as per plan. Improve storm water management on the back patio with the addition of a new patio drain system piped into a storm water basin a-z designed by Nathan Corwin Land Surveyor as per plan (see attached specifications and design criteria). Yours Truly, E C ECQ , AUG - 6 2019 Scott &Susan Ambrosio L__ Southold!own ar 0 Trus'ees SufFac� Michael J. Domino, esident opo Town Hall Annex John M. Bredemeyer, III, Vice-Presidento� y� 54375 Route 25 Glenn Goldsmith P.O. Box 1179 A Nicholas Krupski y Southold, NY 11971 Greg Williams X01 , � Telephone (631) 765-1892 Fax (631) 765-6641 SOUTHOLD TOWN BOARD OF TRUSTEES _ TO: SOUTHOLD TOWN BUILDING DEPARTMENT AUG o 5 2019 RE: VERIFICATION OF BUILDING DEPARTMENT PERMIT REQUIREMENTS S CTM#: Property Owner Name: mato 6l'0 Date Sent to Bldg. Dept: 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: 9) 'Siggnatu4reofeviewer Date DiSalvo, Diane From: Scott AMBROSIO <saa844@optonline.net> Sent: Thursday,August 01, 2019 8:34 AM To: DiSalvo, Diane Subject: Revised letter Attachments: CCF08012019_0001.pdf Hi Diane, A made a slight revision to my last application letter. The attached letter the importance of maintaining existing patio. Removal of the existing patio may result in loss of$20,000.00 in local and state grants for our newly proposed upgraded septic system. I will mail you a original today. Thank You Scott Ambrosio ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 , i y I E {� rL_ NYS DECI� 1 Re: 1D 1-4738-03872/00007 AUG 1 2019 1940 Mason Drive, Cutchogue NY E.- ----e ---� To Whom it May Concern, We are requesting an amendment to our permit for the following reasons. We will also be improving the storm water management on the back patio and other areas of the property. i 1) Upon demolition of the house and after close inspection of the footing`and block foundation, it was discovered that the footing is improperly sized. The existing footing is an average of Yx12" and is inadequate to support a 2-story structure. We will need a new footing and foundation to properly support the house.The block foundation has cracks throughout and would not be safe to build upon. Proposed Amendments: Replace existing footing and foundation in place as per our original plan and add an additional 6 ft wide x 34 ft wide footing/foundation on the east side of the house.The total final footing/ foundation will be 40ft wide x 34 ft deep as per plan. 2)After reviewing the living space over a period of time (during,the permitting process)we realized we need additional living�lspace. Some of the 2"d bedrooms as well as the 1st floor living space were slightly undersized to accommodate our family of seven. Our family consists of us, our two adult daughters, our son-in-law, and our two grandsons. Needless to say, we not only have additional expenses due to our family'living under "our roof",.but also require more living space. All the contractors, with the exception of the concrete contractor, have agreed to not raise their price from the original plan. As a result, we will have maintained our original approximate construction costs.The initial front porch design was not designed with the proper depth. The proposed garage would be constructed in the future as our budget allows. Proposed Amendments: Extend the original house plan width on the east side, including both the 1st and 2"d floors, by 6ft (plus porch and patio per plan). The front porch depth will be 6 ft 91/2" as per plan. Extend back porch overhang=by 2 ft in depth to accommodate our patio table and chairs. Reconfigure driveway add cobblestone to'driveway sides and apron as per plan. Construct a 25x25 ft garage as per plan. Install 1000 gallon propane tank as per plan. Eliminate one (1) plastic shed and install one (1) 8x10 plastic shed. A/C units are now located on the east side of the house. 3) If we maintain the existing patio in its current place (replacement would be cost prohibitive for us) and add a 6ft x 22 ft addition on the east side we will have minimal additional costs vs constructing a new patio.The addition to the patio will stay within the same design pattern as originally approved. We will be greatly improving the storm water runoff on the patio by adding a channel drain.The drain will run almost the entire length of the patio, which is not on the current approved plan. Proposed Amendments: Extend existing patio on the east side 6 ft wide x 22 ft. Overall patio to be 36'-8" wide x 22 ft deep as per plan. Improve storm water management on the back patio with the addition of a new patio drain system piped into a storm water basin as designed by Nathan Corwin Land Surveyor as per plan (see attached specifications and design criteria). J 2 We are reviewing all of these plans with the Southold Trustees,who requested a nitrogen removal septic system. We agreed to install the nitrogen removal septic system at an additional cost of$35,000, which includes fees for installation and grading. We applied for grants to offset a portion of the cost. The house is now off the existing foundation in its entirety, without any demolition to the patio. Part of existing foundation fell apart during removal. The proposed amendment stays within and addresses our financial limitations and space requirements. In addition, the proposed amendment improves the existing plan and minimizes the environmental impact, as we are installing.a new patio storm water management system. • I have enclosed a copy of the recent DEC approval for the extension of the existing patio as it would exist with the existing house footprint plus 1011 landward .,-E r- E7 p � _ _._ ® Photo copies of the site for your review. I ® A new survey showing the propose changes. r ® Approved Septic Plan Al„AUG - 019 ® DEC previously approved plan i Scu,hold Town We are currently,actively raising two young grandchildren, ages a -a l Ri4sugod 'fe. If w are forced to not save and use the existing patio, we would incur the following additional financial hardships, which we have n£ot planned for and cannot afford. As senior citizens caring for our grandchildren and our daughters,theses unforeseen costs would be prohibitive and not allow us to build the extra sleeping area for our grandchildren and family. For the past 11 months we have worked cooperatively to get all of the engineering completed for this project. We have worked diligently with the Suffolk County Board of Health to design a new nitrogen removal system, and worked closely with the,Town of Southold to meet their requirements. Most of the expediting was done by us in an additional effort to control costs. We have respected and abided by the wetland's boundary for the past 11 years and they have benefited from this. I Removal and rebuilding of the patio, would impart a substantial financial hardship. Resubmittal costs would add significant expense to our project, which is not in our budget. We are already facing the unexpected cost of a new foundation. In addition to qualify for the$20,000.00 "Reclaim Our Water Grants" the patio would need to remain. Grants are not approved for new construction on vacant land. Please note that the survey and permit request show a new 2 car garage. We will not be constructing this now or even possibly in the future due to budget constraints. We felt that since the permitting process is expensive and lengthy, we should include the garage on the plan at this time. Below I have outlined the additional costs if we were forced to relocate the house. I am also requesting that if the proposed amendments are approved by the DEC, that you issue the permit after approval is granted from the Southold Trustees. ® Reengineer of new a patio-$3200.00 Loss of Septic Grants$20,000.00 ® New/updated Land Survey- $2500.00 Demolition and Dumping Fees$8800.00 e New/updated Septic Engineering $2100.00 Total Additional Cost is$64,100 .00 S' e�rely Y?�{"iis ; Scott Ambrosio Susan Ambrosio /Date � 1 Southold Trustees 7/25/2019 To Whom It May Concern We are requesting an amendment to permit 9379 for the following reasons. We will also be improving the storm water management on the back patio and other areas of the property. 1) Upon demolition of the house and after close inspection of the footing and block foundation, it was discovered that the footing is improperly sized. The existing footing is an average of 5"x12" and is inadequate to support a 2-story structure. We will need a new footing and foundation to properly support the house. The block foundation has cracks throughout and would not be safe to build upon. Proposed Amendments: Replace existing footing and foundation in place as per our original plan and add an additional 6 ft wide x 34 ft wide footing/foundation on the east side of the house.The total final footing/ foundation will be 40ft wide x 34 ft deep as per plan. 2)After reviewing the living space over a period of time (during the permitting process) we realized we need additional living space. Some of the 2nd bedrooms as well as the 1St floor living space were slightly undersized to accommodate our family of seven. Our family consists of us, our two adult daughters, our son-in-law, and our two grandsons. Needless to say, we not only have additional expenses due to our family living under "our roof", but also require more living space. All the contractors, with the exception of the concrete contractor, have agreed to not raise their price from the original plan. As a result, we will have maintained our original approximate construction costs.The initial front porch design was not designed with the proper depth. The proposed garage would be constructed in the future as our budget allows. . Proposed Amendments: Extend the original house plan width on the east side, including both the 11t and 2nd floors, by 6ft (plus porch and patio per plan). The front porch depth will be 6 ft 91/2" as per plan. Extend back porch overhang by 2 ft in depth to accommodate our patio table and chairs. Reconfigure driveway add cobblestone to driveway sides and apron as per plan. Construct a 25x25 ft garage as per plan. Install 1000 gallon propane tank as per plan. Eliminate one (1) plastic shed and install one (1) 8x10 plastic shed. A/C units are now located on the east side of the house. 3) If we maintain the existing patio in its current place (replacement would be cost prohibitive for us) and add a Eft x 22 ft addition on the east side we will have minimal additional costs vs constructing a new patio.The addition to the patio will stay within the same design pattern as originally approved. We will be greatly improving the storm water runoff on the patio by adding a channel drain.The drain will run almost the entire length of the patio, which is not on the current approved plan. Proposed Amendments: Extend existing patio on the east side 6 ft wide x 22 ft. Overall patio to be 36'-8" wide x 22 ft deep as per plan. Improve storm water management on the back patio with the addition of a new patio drain system piped into a storm water basin as designed by Nathan Corwin Land Surveyor as per plan (see attached specifications and design criteria). E � � u � � Yours Truly, JUL 2 6 2019 Scott &Susan Ambrosio Southold Town Board ofTiustees i � S�FF©(�= Michael J. Domino,President '�Q e Town Hall Annex John M. Bredemeyer III,Vice-President bY��O G��, , 54375 Route 25 Glenn Goldsmith o P.O Box 1179 c� r A.Nicholas Krupski Southold,NY 11971 Greg Williams , ��0�, : �ap��Y 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 SCOTT & SUSAN AMBROSIO COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING THIS FORMIS TO BE COMPLETED AFTER POSTING REMAINS INPLACE FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE 4I, c1r:(0 , residing at/dba Vs— —:?mop Gam_ being duly sworn, depose say: That on the@y�day of �o — , 201% I personally posted the property known as pej a000 1�qo by placing the Board of Trustees official poster+::--ere it can easily b6 seen, an tat 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, September 18, 2019. Dated: f (signature) Sworn to before me this 4,,day of hep 20 ki Not ' pry Pljhlic- ANN M. PATRONAGGIO Notary Public, State of New York Registration #01 PA6323596 Qualified In Nassau County Commission Expires April 20, 204 t f 1 Y • 0 • O • 1 ■ Complete items 1,2,and 3. A. SI a ■ Print your name and address on the reverse X � '�-❑ ' so that we can return the card to you. Address ■ Attach this card to the back of the mailpiece, ceived by(Printed to of Delve N 3 m oa CL or on the front if space permits. r,,.�� Q e �, m a _ a) •o p f 1._Article Addressed to: D. Is delivery address di 'r nt from.item 1? ! @ ¢a d } Z ! - •C N o `o { A) ,�y If YES,enter delive dress below:_ �, m ✓� G '� e!4i Cyt No + 13 13 Q 13 13 �$a �v m�� a��i l` ��lua ®t E 3 °a°iiiva,m`mrnrn� y y o a`¢MOMNrnrn¢ m ��, 1300 0 00 E c >_ m ��D m Z m II�lIIIII illi I1I I II IIIIIII I I IIII III I I II I I III Service Type 13 Priori Mall Ex ress@ Z � ®° -g 11 Signature ❑Registered MaiITM m o$ z ❑Adult Signature Restricted Delivery ❑Registered Mall Restricted' d N i 9590 9402 4789 8344 5869 41 ❑Certified Mad® Delivery a A�®p y 2 ¢ ❑Certified Mail Restricted Delivery 0 Return Receipt for I �M �� m. 2 Z ❑Collect on Delivery Merchandise m 4 m m °�> ��g ¢__ '"^iaNumber�TranSfer from service label) ❑Collect on Delivery,Restricted Delivery 11 Signature ConfirmationTM I w "p O'� 5�=m m ¢ ?[]I? 0I?' -!! ❑I Insured Mad " ' t ❑Signature Confirmation m p ro 0 O =m 3❑�{Q-� ❑Insured Mad Restricted Delivery Restricted Delivery ¢ c dy m g a rn v� DO©❑ ❑314 ` - ^'rer$500) IIr Ail = � m>>rr9 �a PS Form 3811,Ju1 2015PSN7 - - 9❑ �� mmmmmNN� y _ _ _ - _ Domestic Return Receipt ¢ X m o ¢¢o U o o - - ri❑❑00D000 s o o • o • / v !•v Cl) C) f p co rn ■ Complete items 1,2,and 3. A. Signature- =5 �►\� _— to 0 ■ Print your name and address on the reverse X �� ❑Agent I cD� T aa)i ® coo Q N so that we can return the card to you. It- L �-Addressee o � ® CO Z 4 ■ Attach this card to the back of the mailpiece,-; B• Received by(Panted Name) C. D of elivery ° o o ct I or on the front if space permits. ;yr, Z /1• ��;r r,/yZ e �Q z 1.-Article Addressed to: ?roc' D. Is delivery address different from item 19 Y s ¢ aCa Ca w .0 ° ! ® � o a `r WI /„ 'A,,�� - If YES,enter delivery address below. ❑ No c a E r m I" 1A O d C CSI `mow®t5'O ,O m :3 3 a) O E ui ,r Y_ o 0- 0)m 00 ® � Z ' ;i' E K 3. II I Illlil IIII II I II IIIIIII I I IIII III IIlII I III ❑•AdulService gn tune Restncted Delive' ❑•Reg ste edits p�ess® : : N S o` CO ry 0 Registered Mail Restricted Ci D_ 9590 9402 4789 8344 5869 89 ❑Certified Mad® Delivery ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery 13 Signature ConfirmationTM Mail ❑Signature Confirmation 7 017 3040 0000 0 314 8 9 810 d,Restricted Dellver` Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 _ Domestic Return Receipt\� 11-9 E CPO Y CUT�I� WEIrl-AY'111,93 CO CUT.CHUfat1 9`= Y° 11'�k3':� ,, it ra Certified Mad Fee (� ""j .t ✓ m $7 50 r� Certified Mad Fee 5U 0731 Jet _ $B■yr J Extra Services&Fees(check box,add fee ate) �� + t C3 $ 11 ❑Return Receipt(hardcopy) $ ( E; )f �� Extra Services&Fees(checkbox,add feeg.?.Fgpgate) C3 G>r ❑Return Receipt(hardcopy) $ 3tU Ur r ❑Return Receipt(electronic) $—All � Q rPostrn �� -4 Cl ■ ❑Return Receipt(electronic) $ �te�.�}� 1 1 / �st []Certified Mall Restricted Delivery $ ..A C3 ❑Certified Mall Restricted Delivery $ re � []Adult Signature Required $ G { — n� []Adult Signature Required Adult Signature Restricted Delivery$$ 0 �y []Adult Signature Restricted Delivery$ �'' Y` S1 ❑ Cv �•` O Postage �, edl g � Cl Postage � � �- $ $x].55 3 �'� �- $0.55 C9 e Total Postage and Fees tr$I / ® $ �.tl, �i$ I2- R m f Total Postage and Fees ` $ $6.85 m $6.85 �s r--1 Sent To $ N Sent To rl Street andApL No,or PO Box No. p �. 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Sworn to before me this Day of , 20 Notary Public I PROOF OF MAILING OF NOTICE ATTACK CERTIFIED MAIL RECEIPTS Name: Address: �GG2v��VI /y J�ea'r� AvE Dori / �a,v� A)V,h 18-3�-- * -ev,0 C- &&47�ae, I STATE Oi�NEW YORK COUNTY F SUFFOLK residing at d6- Ormld L � being duly sworn, deposes and says that on the 0 t. of Q.�la��,20 Iq , 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!e 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�oll of the To of Southold; that said Notices were mailed at the United States Post Office at # `Ftysf- j4e Vx✓}' , that said Notices were m ' to each of said persons by CERTDTI�D ALUURETURN RECEFFT. t G 4 t Sworn to before me this 30 t _ Day of 20_19_ !Notary Public a AllkiN M. PATRONAGGIO Not ry Pudic, State of New York R �g�stration #01 PA6323596 Qualified In Nassau County Commission Expires April 20, 2029 C'f, 1 NUTILL Uim HtARING 0 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: SCOTT & SUSAN AMBROSIO SUBJECT OF PUBLIC HEARING : For an Amendment to Wetland Permit #9379 to remove and replace in place all existing footings and foundation, and add an additional 6'x34' of footing/foundation onto the east side of the proposed dwelling for a total final footing/foundation to be 40' wide by 34' deep; extend the proposed two-story dwelling width on the east side by 6' (plus porch and patio); the front porch depth to be 6' 91/2"; extend back porch overhang by 2' in depth; reconfigure driveway, add cobblestone to driveway sides and apron; construct a 25'x25' detached garage; install a 1 ,000 gal. propane tank; eliminate one (1 )- plastic shed and install one (1 ) new 85x10' plastic shed; relocate a/c units to the east side of the dwelling; add a 6'x22' addition onto the east side of existing patio, overall patio-to be 36'8"x22', and add a patio channel drain system for stormwater runoff. Located: 1940 Mason Drive, Cutchogue. SCTM# 1000-104-7-16.1 TIME & DATE OF PUBLIC HEARING : Wednesday, September 18, 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 617.20 Appendix B Short Environmental Assessment Form Instructions [gr C;omplefin� Part I -Project Information. The applicant or project sponsor is responsible for the completion of fart 1. Responses become part of the application for approval or`funding,are subject to public review,and may be subject to further verification. Complete Part I based on infonnation 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 I. 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 ft15 I Z7 �tS l N/ae of Action Cjj-'e' ect ?z' I of2 a 1�K10 iS�f►�J Project Location(describe,and attach a location map): Brief Description of Proposed action: 1 1 I�,e,pl1qce- CU4Zicre44t V_OC;abA-+10r� 0 441 088 ��eC,ci2nu/ 1;�w►� DLh4tj JWX V .4er►,o s4ils4j" Ap P fo r e ro +bus€ p tpj b y 6 F4 -fo 4 E 3)5{P,tn10 &6+01 } d'lv "0 T3aclZ Co �1 --o"e Em4- 41) a v)1* a ow g w4le o:v F�a+v7� Plo pe/� 0,0 w Esf S -jpe, 4&Q D,111'14 ti&-f �s p4,,, i fury r0&6 q-04i-ow P/o porwe ¢;q-'Vh- Name o App am o Sponsor: Telephone: S!(a 6�� 3 y/0 `�S3�GS�� E-Mail: Address: o?� �✓ip•� ��li�c City/PO: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, 110 I YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed'action and the environmental resources that F] may be affected in the municipality and proceed to Part 2. 'if no,continue to question 2: 2. Does the proposed action require a permit;approval or funding from any other governmental Agency? NO 'YES If Yes,list agency(s)name and permit or approval: f 3.a.Total acreage of the site of the proposed action? r acres b.Total acreage to be physically disturbed? c.,Total acreage(project site and any contiguous properties)owned !/ or controlled by the applicant or project,sponsor? 1 _acres 4. Check all land uses that occur on,adjoining and near the_proposed-action. E]Urban El Rural(non-agriculture) ❑Industrial ❑Commercial L Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page I of 4 I S. Is the,proposed action, NO YES `NIA a.-A_pefmitted use under'the zoning regulations?' Q O b.Consistent with the adopted comprehensive plan? , E ` 6. Is the proposed'action consistent with,the predominant character of the existing built-or natural -NO- ,YES landscape? Q �✓ ,7. Is the site of the proposed action located in,'or does it adjoin,,a state listed Critical,Environmental Area?, ;NO' YES '1fYes;identify: 8. a.Will the proposed action result in a substantial increase in traffic above present4evels? ,NO _. YES z, b.Are public transportation smice(s)available at or near the site ofthe proposed Faction? c.Are-any pedestrian accommodations, bicycle routes available an or near site-of proposed action?, j. 9.Does the proposed action meet of exceed.the state energy code-requir'e'ments?, ;' NO -YES If the proposed action%yill ekeeed,requirements,describe design,features and technologies. t 0 ' 10. Wilkhe proposed action-connect to an existing-public/private water supply?-' _ NO YES If No;describe method for providing potable water:` _ p— IJ I1:Will the proposed adtion`connect,to existing wastewater utilities? NO YES If`No,descriiie'method for_ mviding wastewater treatment. _... �. - 12. a.Does the site contain a structure that'is-listed 6neither"the State or National Register 6f]-tistoric- NO YES Places? ('� b.Is the proposed action located'in�-an archeological sensitive area? �t 13.a.Does any portion of the site`of the proposed action;or'lands adjoining.the_pioposed.action,contain, NO/' -YES wetlands or other.waterbodies regulated by a'federal,state or local agency? F71 E. ,b.Would the proposed action physically aitei,or.encroach into,any,existing wetland or waterbody? If Yes,identify the"dvetland or.'W4tei•body and extent of alterations in square-feet or acres; EA. n" ' 14. Identify the typical haliitaf types that dccur,on;or.are likely to be'found on the project site.,Check all"that-apply: D.Shoreline UForest; ,,A-aricuitui-al/gi-assiands OEarly_niid-successional' O'Wetland 0 Urban 4burban 15.Does the site of the proposed action contaimany species.f animal,or,ass_ociaied_ha6itats,listed NO. -YES by the State or Federal government as threatened'or endangered?, X6.19the.project site located in the.1O0 yearfiooil plain? NO' YES 17.Will the proposed action create storm water discharge;either from point or non-point sodrees? NO 'YES If Yes,, a.Wilt storm water'discharges flow'fo adjacent properties? ;[D`NO ❑YES '❑ b.Will stibmfwater discha_rges,be`directed to established_conveyance systems(runoffand`storm drains)? IfYes,'brietl? descril e: MNO. []YES• Page 2_of 4 18.hoes the^proposed action include construction'or other-activities that result in the In of NO- _:YES water or-tither liquids(e.g.retentioii.porid;waste lagbori,dam)?; If Yes,explain purposeand size;T_ 19.Has the site of the ro osed action_ or an ad'oinin • ro ert 'been the'location of an active or closed NO YES P, P- J gP, P Y . , solid waste management facility? °If Yes,'describe*, 26:Has the'site of the.proposed action•or an adjoining property been'the subject,of remediation(ongoing or NO YES_. "completed)fd r hazardous waste? lfYes,describe:, I-AFFIRM THAT THE INFORMATION PROVIDEID_ABOVE IS TItUg_AND ACCURATE,TO THE BEST OF MY KNOWLEDGE Cf ApplicaniJspanso, na e:"T Date: r &4 l Signature:, Part 2-Impact Assessment.-The Lead Agency is'resp"•onsible for the completion of Part 2: Answer all of the following .questions in-Part 2.using the Iinfoimation contained:in Part 1 and other materials submitted by the project sponsor or' ,otherwise available to-the-reviewer..Whed'answering the questions the reviewer,should be'g_uid_ed by the,concepi"Have my y responses been reasonable considering the scale and context of..the proposed action?" + No,or -Mdderate small` .to large impact impact may may occur occur 1.> Will the proposed action create a material conflict with an adopted landse ;u .plan or zoning regulations? - .� �- 2. Will the proposed action result•in`a change`in-the use or'intensity-of use of land? 3. "Will"the proposed action impair the character orduality of the existing community?;' (� 4.. 'Will�ihe proposed action"have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area.(CEAR `5. Will the proposed action result iri"an adverse change in'the existing level-of traffic oc •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 I isoriabl' .available energy conservation:or r'enewable,endigy opportunities? ,• 7. Will-the proposed action.iiripact existing- 4.public/private water supplies?' b.public[private wastewater treatment iitilities?� 8. Will the.prpposed'action impairthe dharacteror-quality ofilnportant historic,archaeological," architectural or aesthetic resources?, 9. Will the proposedaction resuff in an adverse change io natum resources'(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Nge,3-of 4 i .'No,or' Moderate small to large , impact impact may may occur occur 10. Will the proposed action result in an inerease'an the potential for erosion,flooding or drainage , / problems? U El 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The f.ead 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 horn 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.forshort-term,long-term and cumulative impacts. QCheck this box if you have determined,based on the`in formation and analysis above,and any supporting documentation, that the proposed action may result in one,or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based-on the.information and analysis above.and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date _ Michael J. Domino President Print or Type Name of Responsible Officer in Lead-Agency` Title of Responsible.Officer : Signature of Resp Bible Officer in Lead Agency Signature of Prepares(if different from Responsible Officer) PRI Nit ° Page 4 of d Town of Southold LWRP CONSISTENCY ASSESSMENT POI A. E14STRUC`I'IONS l., 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, thepreparer 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 rironosed action will be evaluateedas to its significant beneficial,and adverse effects upon-the coastal area(which includes all of Southold Town). 3: If any question in Section.0 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 eneh no must be=ex aami dd jn-tlgtail -&&&Botha sn ortan _and uon- suRporting wets. If an action cannot be certified,as-consistent with the LWRP policy standards and conditions,it shall not 1 •wdertaken. 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 ANIS PROPOSED ACTION SCTM# /04 :& L PROJECT NAIL Amaeove sc at�•ex. - The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ BuDding Dept. 1:1 Board og Trustees 1. Category of Town.of Southold-agency action(check appropriate'response): (a) Action undertaken directly by Town agency(e.g.capital El -construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g.grant,loan,subsidy) (c) Perinit,approval,license,certifica#i on: Nature and extent of action: ®*o�L/J �✓1� �i�1y1 1A� ac/ r-7 R S P�Pr Si- Location of acdon: /41/v 44-5eod C>/. Oe CO&409 V25 A) Site acreage: Z Present land use: eS�G�+.r�ir2L Present zoning classification:, 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Naine of applicMA.- Se-0 {f 4w ss� (b) Mailing address: 2Syr ori G,4�,E / ✓¢T/Il y G'1731 (c) Telephone number: Area Code (d) Application number,if any: Will the action be directly undertaken;require funding,or approval by.a state or federal agency? Iles El No Q 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 eff6cts of development. See LVW Section M—policies;'Page 2 for evaluation criteria. F�'Yes I—] No [_A--got Applicable Attach additional slseeis if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section IIA—Policies Wages 3 through 6-for evaluation criteria Yes ] Ido ' 1of Applicable - I Attach additional sheets if necessary Policy 3. Enhance visual quality-and protect scenic resources ,throughout the Town of Southold. See LWRP Section M—Policies Pages 6 through 7 fon-evaluation criteria Yes Q No 0 Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4, MianimLge loss-of life, structures, and natua°al-resources from flooding and erosion. See LWRP Section,M—Policies Pages 8 through 16,for evaluation criteria Yes !— No [�rNot Applicable 5 Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the-Town of,Southold. See LMW Section M — Policies Pages 16 through 21.for evaluation criteria LJ Yes 13 No ffNot Applicable Attach additional sheets if necessary --r Policy 6. Protect and restore tine'quality and function of the ,Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LVVRP Section 111—Policies; Pages 22 through 32 for evaluation criteria.. Q EJ d' Yes .No Not'Appalicabge Attach additional sheets if necessary, Polley 7. Protect and iniprove air quality in rise 'Town. of Southold. See"L,VW Section III — Policies Pages 32 through 34 for evaluation criteria. F Yes n No' Not Applicable Attach additional sheets-if necessary Policy s. Minii ize-environmental degradation io 'Towyn evaluation of Southold frons solid-waste and hazardous substances and wastes. See LP Section III,-Policies, Pages 34 through 39 for ca�iteria. E,Yrs 0 No 3— !' Not Applicable PUBLIC C®Aft-POLLS Policy P. Provid6 for public access to, and recreational use of; ,coastal waters; pnblk lands, and-public resources of the Towh of Sodthold. See LIAW Section III—Policies; Pages 38 through 46 for evaluation criteria. YesD 'No Not Aliplicable Attach additional sheets if necessary WOREING COAST POLICIES Policy 10. Protect,Sout old's water'-d6peadent arses and promote sating of new water-dependent uses in suitable locations. See LIAMP,Section --Policies; Pages-47 through 56 for�cvalnation criteria.- 'Q des leo !.4 Not Applicable I Attach additional sheets;if necessary Policy, 11. Promote sustainable use of liming marine resources ,Ma Long Island Sound, the Peconsic Estuary and 'Tow7NOt-Applicable s. See LSection —Policies; Pages 57 through 62 for evaluation criteria.. 1:1 Yes 0 No Attach additional sheets if necessary Policy 12. Protect agricultural lands in."the Town of Southold. See•T, Section III—Policies; Pages 62 through 65&r71-Not tion criteria. F] Yes No Applicable Attach additionalsheets if necessary Policy 13. Promote appropriate use annd' devel6pnnentt ®f'energy and mineral resources. See LWRP Section II.I—Policies; ages'65 tbro'u&68 for evaluation criteria. El 'des No Not Applicable PREPAREID B e kbolevev _ �._ _ 'I`D'LE V a vsz viA (7w-,PID.ATE DiSalvo, Diane From: DiSalvo, Diane Sent: Monday, May 06, 2019 9:55 AM To: 'Scott Ambrosio' Subject: RE: Document4 Just showed this to Trustee President Mike Domino-the request to extend the house and patio would be considered a Full Amendment-where you would have a public hearing and notice neighbors. You would need to submit to us new plans showing the change, as well as a detailed project description indicating what exactly-,is to be amended-along with a new Short Environmental and LWRP form'. There would be a $50.00 fee for the amendment. As I mentioned to you the deadline for submission to be slated for our June 19 meeting is next Monday, May 13. Diane i -----Original Message----- From: Scott Ambrosio [mailto:scott@rebmannphc.com] Sent: Monday, May 06, 2019 9:19 AM To: DiSalvo, Diane Subject: Document4 ATTENTION:This email came from an external source. Do not open attachments,or click on links from'unknown senders or unexpected emails. i I f I i SOUTHOLD TRUSTEES 5/6/2019 ATT: DIANE PERMIT 9379 i � I i WE ARE CONSIDERING EXTENDING THE HOUSE AND PATIO A ADDITIONAL 6 FT TOWARD THE EAST ONLY TOWARDS THE COMORAU HOUSE (6FT X 34 FT)AS THE ROOMS INSIDE ARE A BIT TIGHT. CAN THIS BE DONE AS A AMENDMENT? SCOTT AM BROSIO I i I I , i r S FFO K� Michael J. Domino, President o copy Town Hall Annex John M. Bredemeyer, III, Vice-President < ; 54375 Route 25 Glenn Goldsmith 4' xir P.O. Box�1179 A Nicholas Krupski y • � Southold, NY 11971 Greg Williams U 01 , �a�= 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; i Aii '• f`\�'^rnaL•1.'CKnyan.+•n,Y•cKr wt•la'S';'x"afaXlr.,;a kz,mayrr:•rinrrrmren,xrm,''7A',rnrmiN7.��•,ayLl.,,,.,.n',.g-tRC",!ate[ev+paiY+.r:NJT'r:/nX:na ida�,ium:x?2LTM�•e,�+n.•2EY'!Cw'9� ;a?%aeafiYxSl'lx"•?eZnXm raxCtta75?"Y,uan,n�Corin,'avu,.vrrrrr![l ,�;:' ..�5 BOARD OF SOUTHOLD TOWN TRUSTEES ' SOUTHOLD,NEW YORK V DATE: JANUARY 16,2019 = •A®, �- PERMIT N0. 9379 ISSUED TO: SCOTT & SUSAN AMBROSIO i PROPERTY ADDRESS: 1940 MASON DRIVE, CUTCHOGUE � } SCTM# 1000-104-7-16.1 z` iA•°A 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 January 16, 2019, and in consideration of application fee in the sum of$250.00 paid by Scott & Susan Ambrosio and subject to the ' A Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits EE r the following: Wetland Permit to demolish existing one-story residence; existing foundation to remain and be raised approximately 2' in order to meet FEMA elevation requirements; extend foundation approximately 10' , i landward; construct a proposed 34'1"x34' two-story dwelling with 34'1"x2'10.5" front porch; raise existing 30'8"x221 waterside patio approximately 21 and modify/lengthen existing 7 wide steps to ground � r, w, off patio to accommodate new height; remove existing outdoor shower and construct a 4'x10'6" outdoor ` shower with two(2)new steps to grade; abandon existing septic system and install new septic system on the landward side of the dwelling; add 900 cubic yards of clean fill landward of dwelling for the proposed ` w sanitary system; move existing 8'4"x12'3"shed closest to the dwelling approximately 7' landward; � £� replace existing wood tie planter with new 3' wide by 28"high wood planter around waterside patio and •t re-vegetate; install a raised 4'x8' platform for two(2)A/C units on westerly side of dwelling supported by a 12"song tube on an 18"x18"x12" concrete footing; install gutters to leaders to drywells to contain roof runoff,and install a line of silt fencing prior to and during construction,as per Chapter 236 of the Town Code—Stormwater Management; with the condition that the area seaward of the flagged wetland °. line as depicted on survey prepared by Nathan Taft Corwin III,Land Surveyor dated December 14,2018 ',° remain as a non-disturbance area; and that 10' landward of the flagged line as marked on survey prepared by Nathan Taft Corwin III,Land Surveyor dated December 14,2018 be established and perpetually maintained as a 10' non-turf buffer; and as depicted on the survey prepared by Nathan Taft s( I Corwin III,Land Surveyor dated December 14,2018,and stamped approved on January 16,2019. 1 • IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, e; ' f and these presents to be subscribed by a majority of the said Board as of the 16`h day of January,2019. `�L.� �,�o COG �• ,....F /;� ce,/' g > ' ;a— ;'i•,,.ui,u+,exr,,,ia�Sv.6.Yma,"rc..;»u.,'uai.•.vva,JMwronn.,ieraaa5,ra:uax::w,."v.,l..+�r'ur1?iw£ae;t.1.mi;,.t�Wuv.¢dF�:uNaami»uwSSStitrrs�avc.4v;.tYi»xR.aurr �arrdsxu".aa,a.buaauaxnu,.r,'Y.u;.rraex4',..ir✓Fai liddaSAe,:•tta:zn:u„aniuw.MX Y , - r 1ve:� •.r les.. ./�! 1�.4t d J !, �,. _ .Q_/ed • �gip;,• ..K��i}�:1,1�.;i. - .�:e.�1�+�'+°' '+f�+,Q,.'• ._+}iti°�.°��'• •'tt 1S'k.!4+:•t• •:br�'`'• !ei.�• v - TERMS AND CONDTI, SIS The Permittee Scott& Susan Ambrosio residing at 1940 Mason Drive Cutchogue 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 ��0� SOUry� Town Hall Annex John M.Bredemeyer III,Vice-President ,`O l0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams '`O • �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 16, 2019 Brett Kehl 265 Jasmine Lane Southold, NY 11971 RE: SCOTT &SUSAN AMBROSIO 1940 MASON DRIVE, CUTCHOGUE SCTM# 1000-104-7-16.1 Dear Mr. Kehl: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, January 16, 2019 regarding the above matter: WHEREAS, Brett Kehl on behalf of SCOTT & SUSAN AMBROSIO 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 October 26, 2018, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on January 16, 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, 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 have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees APPROVE the application of SCOTT & SUSAN AMBROSIO to demolish existing one-story residence; existing foundation to remain and be raised approximately 2' in order to meet FEMA elevation requirements; extend foundation approximately 10' landward; construct a proposed 34'1"x34' two-story dwelling with 34'1"x2'10.5"front porch; raise existing 30'8"x22'waterside patio approximately 2' and modify/lengthen existing 7' wide steps to ground off patio to accommodate new height; remove existing outdoor shower and construct a 4'x10'6" outdoor shower with two (2) new steps to grade; abandon existing septic system and install new septic system on the landward side of the' dwelling; add 900 cubic yards of clean fill landward of dwelling for the proposed sanitary system; move existing 8'4"x12'3" shed closest to the dwelling approximately 7' landward; replace existing wood tie planter with new 3' wide by 28" high wood planter around waterside patio and re-vegetate; install a raised 4'x8' platform for two (2) A/C units on westerly side of dwelling supported by a 12" sona tube on an 18"x18"x12" concrete footing; install gutters to leaders to drywells to contain roof runoff, and install a line of silt fencing prior to and during construction, as per Chapter 236 of the Town Code—Stormwater Management; with the condition that the area seaward of the flagged wetland line as depicted on survey prepared by Nathan Taft Corwin III, Land Surveyor dated December 14, 2018 remain as a non-disturbance area; and that 10' landward of the flagged line as marked on survey prepared by Nathan Taft Corwin III, Land Surveyor dated December 14, 2018 be established and perpetually maintained as a 10' non-turf. buffer; and as depicted on the survey prepared by Nathan Taft Corwin III, Land Surveyor dated December 14, 2018, and stamped approved on January 16, 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, o Michael J. Domino President, Board of Trustees MJ D/dd iAj,� Michael J. Domino, President Town Hall Annex John M Bredemeyer, III, Vice-President �. a 54375 Route 25 Glenn Goldsmith o h P.O. Box,1179 A Nicholas Krupski y o�i;{� Southold, NY 11971 Greg Williams J Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES ° TOWN OF SOUTHOLD �c -7` Iq TO: SCOTT & SUSAN AMBROSIO c/o BRETT KEHL Please be advised that your application dated October 26, 2018 has been reviewed by this Board at the regular meeting of January 16, 2019 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1St 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) xx The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such'evidence shall be provided within ninety,(90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES- TOTAL FEES DUE- $ 50.00 BY: Michael J. Domino, President Board of Trustees � t Michael J. Domino, Pr(' at o��SOFFO(,�c Town Hall Annex John M. Bredemeyer III,Vice-President may` .0 54375 Route 25 Glenn Goldsmith N P.O.Box 1179 A.Nicholas Krupski 0 Southold,NY 11971 Greg Williams O� Telephone(631)765-1892 Ol �a Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Completed in field by: Brett Kehl on behalf of SCOTT & SUSAN AMBROSIO request a Wetland Permit to demolish existing one- story residence; existing'foundation to remain and be raised approximately 2' in order to meet FEMA elevation requirements; extend foundation approximately 10' landward; construct a proposed 34'1"x34' two-story dwelling with 34'1"x2'10.5" front porch; raise existing 30'8"x22' waterside patio approximately 2' and modify/lengthen existing T wide steps to ground off patio to accommodate new height; remove existing outdoor shower and construct a 4'x10'6" outdoor shower with two (2) new steps to grade; abandon existing septic system and install new septic system on the landward side of the dwelling; add 900 cubic yards of clean fill landward of dwelling for the proposed sanitary system; move existing 8'4"x12'3" shed closest to the dwelling approximately 7' landward; replace existing wood tie planter with new T wide by 28" high wood planter around waterside patio and re-vegetate; install a raised 4'x8' platform for two (2) A/C units on westerly side of dwelling supported by a 12" sona tube on an 18"x18"x12" concrete footing; install gutters to leaders to drywells to contain roof runoff, and install a line of silt fencing prior to and during construction, as per Chapter 236 of the Town Code— Stormwater Management. Located: 1940 Mason Drive, Cutchogue. SCTM# 1000-104-7-16.1 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 o��000FQ(�- �y Town Hall Annex Michael J. Domino,'P�, ;nt � - John M. Bredemeyer I1I,Vice-President �� fir, 54375 Route 25 Glenn Goldsmith y a P.O.Box 1179 A.Nicholas Krupski y Southold,NY 11971 Greg Williams y �! Telephone(631)765-1892 �Ql �a Fax(631)765-6641 BOARD OF TOWN-TRUSTEES TOWN OF SOUTHOLD Date/Time: A-11A Completed in field by: Brett Kehl on behalf of SCOTT-'& SUSAN AMBROSIO request a Wetland Permit to demolish existing one- story residence; existing foundation to remain and be raised approximately 2' in order to meet FEMA elevation requirements; extend foundation approximately 10' landward; construct a proposed 34'1"x34' two-story dwelling with 34'1"x2'10.5" front porch; raise existing 30'8"x22' waterside patio approximately 2' and modify/lengthen existing T wide steps to ground off patio to accommodate new height; remove existing outdoor shower and construct a 4'x10'6" outdoor shower with two (2) new steps to grade; abandon existing septic system and install new septic system on the landward side of the dwelling; add 900 cubic yards of clean fill landward of dwelling for the proposed sanitary system; move-existing 8'4"x12'3" shed closest to the dwelling approximately 7' landward; replace existing wood tie planter with new T wide by 28" high wood planter around waterside patio and re-vegetate; install a raised 4'x8' platform for two (2) A/C units on westerly side of dwelling supported by a 12" sona tube on an 18"x18"x12" concrete footing; install gutters to leaders to drywells to contain roof runoff, and install a line of silt fencing prior to and during construction, as per Chapter 236 of the Town'Code —Stormwater Management. Located: 1940 Mason Drive, Cutchogue.- SCTM# 1000-104-7-16.1 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q Setback Waiver Required 1. Residence: 100 feet :�N 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: 0 A I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: y J. Bredemeyer M. Domino G.,Goldsmith lJ N. Krupski G. Williams Other awl- Ali � e�� i / � 1 !.I f .; o } ~�'� � Vii. �:� : � __.� . . . � & •., y.� - - - _ - = --- - -- _ - -- - -- - . 4 `�, 4 12 ,E 5 / 2018 Scott&Susan Ambrosio 1940 Mason Drive,Cutchogue SCTM#. 1000-104-7-16.1 12/5/18 �- _ ._� sa • .�.f i F i i Ire � ■ Ll 2 tt. ti . -„.-.�”' fit_ ti` �,,�,.��,:`�'-••rb �.i x�_- • +-� � � .; .y, -Js i .N, Y�.d �'- .c,� •"�.� A o�. 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P•_"'".o s�°'P'a P"..� ,ww� 4e' a � P ^• Fp a''" O e% '• 1fi eD. w M, • p, a �` 71�` � z t,•,,�e ,® 1 ,3 o p, fa �.� s.9fyct.`z '� 1A ® 15 1p wrmo�q- ,9 m I.n1 P� 13 WO rawafr(u1 Is BROADWATERS COVE \ m °.° w^ O .p f �'• w ,1 ,a.n 1y 1 TOMOF SOUTHOLD \ m 12 q •p .� i -� �' 'tea .� r �, r �`` ' � ae a, I 1 1 �T s.,+.a a+"" r` v4yct � '� • \ D z q < 17 a ° M ' 4 :'yl �,1 � 9 e 9 • a y � �-+4a�'1 _ r � nem ; P•, , e ' p, rZrA 91 Nr HAYWATER COVE "• w \ 3 O2 a.l 9 B 4 0 n IP ��-'�_ _y �•� I` ^• �'14.i�0,17' ''� -' � � p � N _ a r\ �L � ,.� •. ,. — ---- �� __•a__ �� __^__ raoncE waw} COUNTY OF SUFFOLK © E ,a. ar soimioLp SECTpN NO Real Property Tax ServiceAgency r M a 104 a.. n +z,Nelsuu —_-- 9ww. --.-- oeeu.--ra-- moclmr vx r x9 7000 PROPERW MAP P �-� SURVEY OF PROPERTY SI T UA TE ® CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK DWEI\INGWpTER S.C. TAX No. 1000- 104-07- 1 6. 1 USES PUBLIC SCALE 1 -30 +• AUGUST 19, 2009 x • DECEMBER 1, 2014 SHOW PROPOSED LOCATION OF SHED OCTOBER 10, 2018 UPDATE SURVEY �\ NOVEMBER 11, 2018 REVISE SITE PLAN W 5'1REET C T `1 , x ° : utiL GUY NOVEMBER 25, 2018 REVISE SITE PLAN PER NYSDEC NOTICE 11/14/2018 C Wp'TER T �f 9� VUBU +. '<.: ; .. ;:� gid' I U\ WIRE DECEMBER 14, 2018 REVISE SITE PLAN DWE V�GWP�R SO� Asa OF. N137 �94��4.�' Q'_CONC RING �� TOTAL AREA = 62,613 sq. ft. USES P�6 x ° PP`IEMENj pRR pP _ R' PIPE ELEG�IG TO TIE LINE EDGE VEER t PKC' RUNE ( ) 1 .437 CIC. +. x ... M1 I • WPtE + .. f !! E 14" TREE R 4.6 CTR e; :' ° e5� 5p ' R � x &tEUE REpCAED UPLAND AREA = 29,943 sq. ft. VO BE CERTIFIED TO: • r1 E 'w` �2 ` 3' xAs E '2,. TRE i , (J4 SCOTT AMBROSIO X \v .� 7 TR1P •'' ° TEST HOLE x \I �n PILL ••Q • • . /OVERH� SHALL POR LIMIT OP P! I TT -, t \NE EXISTING LOT COVERAGE •:° TWIN TREE IN pM PAN 5 SIG SYSTEM O op.►�F`��L OVER UPLAND AREA . c 4.5 4N UF'L4NbKED 1 • ° \'''� l 24" GREE J PR R P I ZREE G ` P��OpOSPb WI 12"TREE � x4 5 2D" rGTR DESCRIPTION AREA Y. LOT COVERAGE s o °', J BARING SONG LIMA BAG -42 c9. \'.'.1 / PROP' I HOUSE, FRONT PORCH > iZ A�6ROUtjp. GRApIN6 i ' J 3.7 WP & OUTSIDE SHOWER 950 sq. ft. 3.2% Y 0, FREE- i y _f e • - �,{"' 0 FXi5\'a ED REAR PATIO 700 s ft. 2.3% 12. PyG ,n n a x �� 3.9 GLEpN q. g g o?.FU a�MENt X6'10 Z A 4•�' ! \\ A �' o " n. .. o 2° EN 5 1 (3) SHEDS 250 sq. ft. 0.8% a �� \N SEE �� G��/ e. I e. •,• ° t 10 i x 4 ZWW SEE 1 S10RY H° UCZURES TOTAL 1,900 sq. ft. 6.3% r _m 12 EX1T1I PORCH p T Oq ' F J 7 ZREE ?NN N 0, REMOVE a, ` •' o APPROVED 6Y ff PROPOSED LOT COVERAGE -;a :. - ,�r d=..: OVER UPLAND AREA BOARD OF 1 RUSTEES ` _ 5 ::::';": W EXISTING SEPT 2g NEW LOGATIO a ': gyp ;;, fF .... v OF REMOVED DESCRIPTION AREA Y. LOT COVERAGE SHED '' \ REP TOWN OF SOUTHOLD ® PROPOSED HOUSE 1,138 sq. ft. 3.8% DATE q pME EOC 1 0 ;I.::H 105'::::I::I U, SHED f aF s 1� .1 EU OMS..:.. q2'i PROP. (2) PORCHES 404 sq. ft. 1.4% Ukp U,,. 34,1 v e PROPOSED PATIO 330 sq. ft. 1.1/ 3.8 0 '16 �o 4. „� DPpiG ::: _ �pc�Ca�Sy� o t::: O�IER ...:•:::::.::.. EXIST. (3) SHEDS 250 sq. ft. 0.8% SHED So o N t PpTlo 1W\N TOTAL 2,122 sq. ft. 7.1% -- � .�� t FPU•A5' a FG t FLAG 2 C.� FLAG 6 e t c DQE x Y�7 CpNOE\tPCK FLAG 1 FLAG 3 �oN� ��45' PI p �, t.o M (BEES- . aII 19Y Z"0 LIMvr OF FLAG 4 e\ x ' • FLAG 9 EAMRTIPAL O ___ d N T n N1lENTq C6 SD LTING,O L,EgTEp Nl 1 i G+ \ � LA FLAG 8 Go r c, 7.8 m �\ ON OCTOBER Foy •,i,7+ / - 3, F FLAG 7 \ m O Q �ti I} 2018 LAG \\\\\\ y �� r1 �1 ba G C, U 14 I��a �a`z DEC g ,'r, 0 a C x Southcld Town -o yy ally w��NUs \\\\\\A all. as \ \ aa�l� (o N\G// e C� 5O 6 \ \\ \\ NOTES: all, \ / S 66 60 2 �je \\ ,\ 1 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM AiS; \\ IIt i\ all, EXISTING ELEVATIONS ARE SHOWN THUS:xx.x all, EXISTING CONTOUR LINES ARE SHOWN THUS: - -- --X ----- N PROPOSED CONTOUR LINES ARE SHOWN THUS: '^ 60e �t ILII F.FL. - FIRST FLOOR inCD \ I I G.FL. - GARAGE FLOOR CO', �� I LO ^ 2. THIS PROPERTY IS IN FLOOD ZONE AE (EL 6) AS SHOWN ON V T/F ;tN \ FLOOD INSURANCE RATE MAP No. 36103CO164 H </ ZONE AE: BASE FLOOD ELEVATIONS DETERMINED NF I O \\ J 3. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 4 BEDROOM HOUSE IS 440 GPD. \ \ USE FUJU CLEAN CEN-5 TREATMENT SYSTEM RATED FOR 450 GPD. 66 \ 4. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 6 GALLEYS, 2' DEEP (8.5'x4.75') Ejj PROPOSED 50% FUTURE EXPANSION GALLEY BR OAD WA TENS COVE \ F PROPOSED 8.5' LONG X 4.75' WIDE X 2' DEEP LEACHING GALLEY L--3 00o PROPOSED I/A OWATS TANK DRAINAGE SYSTEM CALCULATIONS: Y (FUJI CEN-5) ROOF AREA: 1,860 sq. ft. o UNAUTHORIZED ALTERATION OR ADDITION 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 1,150 sq. ft. X 0.17 = 195.5 cu. ft. o TO THIS SURVEY IS A VIOLATION OF OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 195.5 cu. ft. / 42.2 = 4.6 vertical ft. of 8' dia. leaching pool required K SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. h STORM DRAIN POOLS X 2' high ' 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND PROVIDE (3) 8' dia. COPIES OF THIS SURVEY MAP NOT BEARING REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 0 THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED 7. ALL PROPERTIES WITHIN 150' OF SUBJECT PROPERTY ARE TO BE A VALID TRUE COPY. CONNECTED TO PUBLIC WATER. DRIVEWAY AREA: 1,950 sq. ft. 1,950 S ftX 017 = 3315 ftCERTIFICATIONS INDICATED HEREON SHALL RUN 8. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE q' . . . CU. . ONLY TO THE PERSON FOR WHOM THE SURVEY SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW 331.5 cu. ft. / 42.2 = 7.8 vertical ft. of 8' dia. leaching pool required IS PREPARED, AND ON HIS BEHALF TO THE TITLE AND IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF PROVIDE (4) 8' dia. X 2' high STORM DRAIN POOLS LENDING INSTITUTION LISTIEDTAL HEREON,AGENCY TO THE ASSIGNEES OF THE INSTI- FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: \ TUTION. CERTIFICATIONS ARE NOTDING TRANSFERABLE. WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE �2C' VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO THE EXISTENCE OF RIGHT OF WAYS TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING ANDEASEMENTS OF RECORD, IF PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION FLOATING ANY,, N NOT SHOWN ARE NOT GUARANTEED. SECTION A-A DOCk AND GROWTH. PROPOSED GRADING PROFILE PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED A SCALE 1"=,30' A BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND 20:1 SLOPE PROPOSED GRADE 3:1 SLOPE TITLE ASSOCIATION. ---------- - - -- - - EXISTING GRADE PROPOSED FILL FOR THE SEPTIC SYSTEM PROPERTY LINE or p SHALL BE CLEAN SAND TRUCKED IN FROM AN UPLAND SOURCE APPROXIMATELY 1,000 cu. yds. OF G ' C FILL SHALL BE NEEDED4y - PROPOSED SEPTIC SYSTEM DETAIL �., .� _1 HOUSE (NOT TO SCALE) TEST HOLE DATA ELEV. 10.5' FINISHED GRADE FINISH GRADE (TEST HOLE DUG BY McDONALD GEOSCIENCE ON DECEMBER 23, 2009) E TV. 8.5' EL. 0 PLASTIC DISB21BUnON BOX ELEV TO GRADE WITH LOCKING COVFJ2 DARK BROWN LOAM OL ``.•£,. s '�.•,• 't`'• TOP EL. 6.5' f-1' MIN. 1 F .fiVo. 50467 APPROVED PIPE 6" �. n^ c� •. INV. EL. min. PITCH 1/4"/1' INVER LEACHING LEACHING 3' CLEAN BROWN SILTY SAND SM 7.7' FUJI CLEANOWATS TANK �" ELEV.]� GALLEY GALLEY M SAND EL 2.0' 24' - INV. EL. 7.5' FUJI CLEAN CEN-5 0 0 1 COLLAR HIGHEST EXPECTED GROUND WATER 2.5B Nathan Taft Corwin "� TREATMENT SYSTEM � INV. EL. INVERT o� (HIGH TIDE ELEVATION BROAOWATERS COVE) 7.3' ELEV. L INV• EL. 5.7' PALE BROWN FINE SAND SP -_ tz • I" --�8• I�-8.5i � Z ni EL 1.0' 3 4 ------------------ -------------- --- -- - ------ - =- ------ GROUND WATER PER ' TESTHOLE Land . Surveyor BOT. EL. 3.1' HIGHEST EXPECTED GROUND WATER WATER IN BOT. EL. 4.0' ELEV. 2.0' (HIGH TIDE ELEVATION BROADWATERS COVE) PALE BROWN FINE SAND SP I/A OWATS TANK GROUND WATER PER TEST HOLE ELEV. 1.0' Successor To: Stanley J. Isaksen, Jr. L.S. 1. 1 TANK: FUJI CLEAN CEN-5 TREATMENT SYSTEM: 8' X 4' X 5.4' HIGH LEACHING GALLEYS (6) t1 Joseph A. Ingegno L.S. 1. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 eq ft SIDEWALL AREA. Title Surveys - Subdivisions - Site Plans - Construction Layout 6 GALLEYS; 2' DEEP, (8.5' LONG x 4.75' WIDE) 2. LEACHING GALLEYS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) PHONE (631)727-2090 Fax (631)727-1727 LEACHNG STRUCTURES, SOLID DOMES AND/OR SLABS. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). OFFICES LOCATED AT MAILING ADDRESS 4. A 10' min. DISTANCE BETWEEN LEACHING GALLEYS AND WATER LINE SHALL BE MAINTAINED. 6 Main Road P.O. Box 16 JOme6155 158 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND SEPTIC TANK SHALL BE MAINTAINED. New York 11947 Jamesport, New York 11947 rYKi /%/��%/moi'/./''.moi / GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION S / ��/,ZO/I 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2015 INTERNATIONALS - __.'� ' i %/..; CONTRACTOR N 0 T E S General Notes: RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. %firI L171'Ir% I Wood: F°' GENERAL NOTES: 2. FIRE SAFETY: VV�� +� 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. KEHL DESIGN ASSOCIATES LLC 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2015 2, All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A _IG INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, residential & commercial design . consulting B• LOCKED AREA. UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 2. BEFORECOMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 4 D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH P0.Box 1675 phone: (6311433-9084 . Pre-manufactured trusses. BUILDINGS, PAY OBTAIN ALL REQUIREDRED BY INSURANCE THE GOVERNING CERTIFICATES RTIFICA ES WITH THE THE TOWNDEOPARTMENT SOUTHOLD, BUILDINGS, IINGS, OBTAIN ALL REQUIRED PERMITS, a. All trusses shall be "shaped" as shown on architectural cross sections. MATERIALS ARE TO BE KEPT AWAY FROM HEATb. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. . Southold,New York 11971 E-Mail: ssbn6540optonline,nef 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 5. Erect and brace trusses in accordance to truss plate institute recommendations. Kehl Design Associates,LLC o formerly D A K Associates.LLC F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. �T/l%///!%/ %%%%%%!�3 " "7/�i>>%iT /'� 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEDESIGN ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: copied, disclosed to others or used in connection with any work or project other than for which 6 THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. PLUMBING, ELECTRICALS, ETC. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7 E = 1,600,000 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fv = 95 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. a. Laminated Veneer Lumber (LVL): 9 E = 1,900,000 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv = 285 PSI DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO BPM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REVOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 11 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING TIHE CONSTRUCTION OF THIS BUILDING. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR' ANY RESPONSIBILITY IN REGARD TO RESOLUTION. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS 6 SPECIAL SAFETY NOTES 13. IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE: USE OF THESE DRAWINGS ALSO IMPLIES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. NOT FOR ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER T-HIS AGREEMENT. 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS CONSTRUCTION SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. USE UNLESS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL CERTIFIED BY A GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE PROFESSIONAL LOAD SPEED (mph) CATEGORY WEATHERING I I TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 lbs/sqft 130 (mph) C SEVERE 3'-O" I MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 ENGINEER DESIGN CRITERIA TABLE 1607.1 - continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. AND MINIMUM CONCENTRATED LIVE LOADS 9 PRESCRIPTIVE DESIGN ALL STRUCTURES TO CONFORM WITH THE INTERNATIONAL RESIDENTIAL CODE OCCUPANCY OR USE UNIFORM CONCENTRATED SECTION 1609 WIND LOADS NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 USES(s) AND OCCUPANCY CLASSIIFICATION(s) 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS (psf) (pounds) UNIFORM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE AND RESCUE REQUIREMENTS, 1609.1.2 PROTECTION OF OPENINGS USE OCCUPANCY UNINHABITABLE ATTICS WITHOUT STORAGE 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL BE IMPACT RESISTANT OR PROTECTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS UNINHABITABLE ATTICS WITH LIMITED STORAGE' j, k 20 OF AN APPROVED IMPACT RESISTANT STANDARD OR ASTM E.1996 AND ASTM 1886 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY RESIDENTIAL R-3 (SINGLE FAMILY) REFERENCED HEREIN AS FOLLOWS; EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. TYPE OF CONSTRUCTION (CHAPTER 6) HABITABLE ATTICS AND SLEEPING AREAS 30 1.GLAZED OPENINGS LOCATED WITHIN 30 FEET (9144mm) OF GRADE SHALL MEET THE REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E 19!96. TYPE GROUP BALCONIES (EXTERIOR) AND DECKS (e) 40 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9144mm) ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL NIBBLE TEST OF AS1FM E 1996. NAILING NOTES: ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL V B ALL OTHER AREAS 40 EXCEPTION: RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. STAIRS AND EXITS 40 300f 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/6 INCH (11.1mm) AND HEIGHT AND FIRE AREA ONE - AND TWO- FAMILY DWELLINGS MAXIMUM PANAL SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING PROJECT: NO SUBSTITUTIONS PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET (10,058mm) OR HEIGHT FIRE AREA FOR SI: 1 INCH = 25.4mm, 1 SQUARE INCH = 645.16 mm2, 1 SQUARE FOOT = 0.0929 m2 LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCCUPANCY. PANELS SHALL 1 POUND PER SQUARE FOOT = 0.0479 kN/m? 1 POUND = 0.004448 kN, BE PRECUT SO THAT THEY SHALL BE ATTACHED TO FRAMING SURROUNDING THE ALL framing hardware shown On these plans, 1 POUND PER CUBIC FOOT = 16 k /M3 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE unless otherwise indicated Is Simpson Strong-Tie, A R A PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED HEIGHT BUILDING. gp hROS140y' THE VERTICAL DISTANCE FROM GRADE e. THE CONCENTRATED WHEEL LOAD SHALL BE APPLIED ON AN AREA 4.5 INCHES BY WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO NO substitutions are approved or authorized. PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA 4.5 INCHES. RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE HIGHEST ROOF SURFACE 3 STORY THE PROVISIONS OF ASCE-7, WITH CORRISION-RESISTANT ATTACHMENT HARDWARE =24'-01" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 I. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING IS PERMITTED Due t0 the relationships of framing hardware to IR E%S I D E N (Ch' E. INTERNATIONAL RESIDENTIAL CODE BETWEEN JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,716mm) OR LESS WHERE the other components of the structure, any framing UPDATED WITH THE 2016 ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF Vasd DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 DOES NOT EXCEED 140 MPH INTERNATIONAL CODE SUPPLEMENT, ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, (63 m/s). hardware substitutions will render these plans OR GREATER, WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED null and void, and will result in the installer/contractor TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2. GLAZING IN RISK CATEGORY I BUILDINGS, INCLUDING GREENHOUSES THAT ARE assuming responsibility for the design and 1940 MASON DRIVE OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RE-SEARCH BASIS, WITHOUT erff the stem, �+ TOTAL HEIGHT FROM RIDGE TO GRADE 29'-4;" J. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED). p ormance oe entire Sy CUTCHOGUE, NY, 11935 THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3. GLAZING IN RISK CATEGORY Il, III OR IV BUILDINGS LOCATED OVER 60 FEET ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN (18,288mm) ABOVE THE GROUND AND OVER 30 FEET (914'4mm) ABOVE AGGREGATE LUMBER SPECIES AND GRADE THE PLANE OF THE TRUSS SURFACE ROOFS LOCATED WITHIN 1,500 FEET (458m) OF THE BUILDING SHALL BE DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS PERMITTED TO BE UNPROTECTED. CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE DRAVNING TITLE: i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ALL EXT, DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. GENERAL NOTES NOT LESS THAN 30 INCHES ii.) THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TABLE 1609.1.2 WIND-BORNE DEBRIS PROTEC11ON FASTEMING SCHEDULE FOR WOOD 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. STRUCTUAL PANELS a,b,c,d 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE FASTENER SPACING (INCHES) PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) NOTES: DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS AREAS OF STRUCTURE THAN 10 POUNDS PER SQUARE FOOT. FASTENER TYPEPANEL SPAN 4 FEETF < PANEL 6 FEET < PANEL 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURESICC400 Z � DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. CRAWL SPACE 816 sq. ft. K. ATTIC SPACES SERVERED BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED < 4 FEET SPAN < 6 FEET SPAN < 8 FEET ( ) NEW CRAWL SPACE 254 sq. ft. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL FIELD) CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR HELD FIT. THE EX. BASEMENT NA ROOMS. ODESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR EX. FIRST FLOOR BASED ANCHOR WITH 2 16 10 8 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW FIRST FLOOR 1 138 sq. ft. INCH EMBEDMENT LENGTH FORMIALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. � - --. EX. SECOND FLOOR 952 sq, ft. NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE NO. 10 WOOD SCREW- NEW SECOND FLOOR NA OF THE INTERNATIONAL BUILDING CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. BASED ANCHOR WITH 2 16 12 9 SEAL: DATE: NEW BALCONY NA NEW EMBEDMENT LENGTH NEINy LOFT NA Ya INCH DIAMETER LAGSCREW- SOF SEPTEMBER 29, 2018 BASED ANCHOR WITH 2 16 12 9 �P PROJECT NO: ATTIC (HOUSE)(c) 036-2018 NA PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL INCH EMBEDMENT LENGTH COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. � °' 3�� ATTIC (HOUSE)(b) NA RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED * �Q � I^ �_ DRAWN BY GARAGE NA UNDER FEDERAL COPYRIGHT LAW. 241 ATTIC (GARAGE)(c) NA NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 PLANS MAY NOT BE REPRODUCED WITHOUT I _ BDK BONUS ROOM NA OF TABLE N1102.1 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101.7 OF THE 2015 pound = 4.448 N, 1 mile per hour = 0.447 m/s C� '�-0 CHECKED BY: WRITTEN AUTHORIZATION. INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. a. This table is based on 140 mph wind speed and a 4,5-foot mean roof height. SCREENED PORCHES NA ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �o p c (SEE PAGE A102 FOR DETAILS). O 81868 KEHL DESIGN ASSOCIATES LLC. ,o ��' SHLEI NUMBER: SUNROOM NA b. Fasteners shall be installed at opposing ends of the wood structural panel. �OFESSIO^V'�y EX. DECK 368 sq. ft. Fasteners shall be located a minimum of 1 inch from the edge of the panel, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE EX. COVERED PORCHES 307 sq. ft. c. Anchors shall penetrate through the exterior wall cowering with an embedment PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN COVERED ENTRANCE 113 sq. ft. length of 2 inches minimum into the building frame. Fasteners shall be located PROOF OF PURCHASE. Y2 inches from the edge of concrete block or concrete. Acceptance of these drawings does not authorize the right to build without /o ACCESSORY STRUCTURE NA �2E. !� G1 POOL HOUSE CABANA NA a minimum of 2 d. Where panel ore attached to masonry or masonry stwcco, they shall be attached using vibration resistent anchors having a minimum ultimate withdrawal capacity the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF of 1,500 pounds. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to (a) WITHOUT STORAGE construction. 0 KMDPSIGN•AMOCIATES,uc (b) WITH STORAGE SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF j/ %,°�(1`�.'%/ i.rl' %/-.e�J/�/ :moi -Gi. /./'./✓/�i.%i//%,. .�% TWO 8d NAILS THIS MTS20 LTS20 SIDE OF TRUSS. DOUG-Ir IOWABLE LOADS i•2 LOAD PROVIDE EI HGAIOIS ON 1 FASTENERS LATERAL WITH IOTA /• ® o MODEL GA UPLIFT UPLIFT (133/160) 8dx14" CODE SIDE OF CEILING J015T ALLL FOUR Bd NAILS AND ON SIDE OF RAFTER I I _ NO. TO TO TO AVG REF. INTO TRUSS �I NAILS RAFTERS/ PLATES STUDS ULT. (133) (160) F F2 (133& TRUSS SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION 'e=_ TAKE-UP WASHER H7 16 4-8d 2-5d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES residential & commercial design . consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) o DIMENSIONS FASTENERS TWO ° ART 'x12 P0.BMX 1675 phone: (631)433-924 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o ° AVG / ° •• MODEL GA ULT. LFTA LFTA REF. INTO ,o iii �o• SOU1111Otl,New York 11911 E M01: $$br1654@OplOnllne,rlef NO. MAX. CLEAR PLAT 0 °• � •, • WIDTH PAN L QTY DIA 14" 2" 21" 3" 3}" 1}" 2" 2J" 3' 3}" EIGHT-' °o ° '• Kehl Design Associates,LLC o formerly D A K Associates,LLC 8d NAIL S P 4 1205 1400 5, 44, 85 INTO LFTA 16 2�" 17" 38j"16-10d — 4200 STUD °• /' � �/�/ri r/ ° OWNERSHIP & USE OF DOCUMENTS: DOUG-FIR LARCH / S0. PINE ° FASTENERSZ ALLOWABLE UPLIFT LOADSS ° These drawings and specifications including the MODEL L AVG 10d 1 O x 14" CODE NO. ULT. REF. LFTA LSTA21 ° 1od (133 / tso) (133) (1 so) ideas, design and arrangements represented ° therein, are the property of KEHL DESIGN 1od x 1}" ASSOCIATES, LLC. No part thereof shall be ° Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 HGA10 with any work or project other than for which °ART the have been prepared without written consent. MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 "x12 °° DETAIL "K" y p p LST20 20 12-10d 12-10d x 1>" 2383 775 720 720 3, 41 CNW- DETAIL "E" STU 5 - COUPLER NUT DOUG-FIR-LARCH Equal number of °° SIMPSON TYPE OF DIRECTION ALLOWABLE LOADS REF,S0. PINE CODE specified nails In TAKE-UP WASHER MODEL TION each e n d - OF LOAD FLOOR ROOF 133 N0. TION (100) (125) 160/ Simpson Strong-Tie G 515 645 670 CS16 ART8"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL 11H11 H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOAD S1.7.1(DF/SP) (133) HOLDOWN HOLDOWN ARTR"xl2 DEFLECTION DEFLECTION CODE STUD MODEL MACHINE LENGTH OF BOLT 2,3 AT HIGHEST AVG AT HIGHEST REF. NO. BASE BODY a ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE GA GA HB SB W H B SO CL DIA5,e DESO NABLE WHEN RAAD SSED OFF °IGNOo QTY DIA 12 2" 1 22" 1 3" 1 34" 1 51" LOAD THE IL PLATE o 0 HD2A 16 12 4a" 21" 2J" 8" 2?6 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG NO. W L STUD PLATE ULT. (133)' (160) R/ SP (160) RODE SP4 3{" 71" -10d x 1j" — 2917 735 885 7, 40, 127 ° 0 DEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MODEL GA yy L NAILS FLOOR (133) (160) REF. 10 WORK NOTES: LSTA21 20 11" 21 16-10d 905 1 1205 1295 1 7, 40, 90 °0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° N0. GA W L NAILS FLOOR (133) (160) REF. Simpson Strong-Tie STU 5 100 8 MSTA24 18 1 " 24 1 -tOd 1025 1370 1640 7, 40, 90 LUS46 SIMPSON NOT FOR MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE HD2A TAKE-UP WASHER NO. L END SPACING REF. (LENGTH L CA CUT LENGTH (TOTAL) (1 00) (133 / 160)2 OC. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson oStrong-Tie CONSTRUCTION ION CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2A" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL DIMENSIONS FASTENERS ON -FIR AR H . PIN A WA A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" 10d t6d ULT. (133)(160) 10d 16d I 10d I 16d I 10d I 16d REF. ALL LIABILITIES ON THE CONTRACTOR. CERTIFIED BY A LUS46 18 34" 41" 2 — 4-16d 4-16d 6076 1140 1160 1000 — 1150 1250 7, 40, 127 DETAIL "I" CNW-P 14 3b" s " 2 COUPLER NUT PROFESSIONAL HUS210-2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 ARTJ'xl2 STU 5"- -FIR LARCHPINEALLOWABLE A FASTENERS UPLIFT LATERAL CODE SIMPSON ENGINEER MODEL AVG UPLIFT (133/160) REF. NO. GA ULT. TO RAFTERS TO PLATES TO STUDS (133) 1 (160) F FZ 160 TAKE-UP WASHER HGA10KT 14 4-SDSJ"x1 J" 4-SDS4%3" 1 1523 435 1 435 1165 940 USE A MINIMUM OF S P 4 TWO 8d NAILS THIS CNW- SIDE OF TRUSS. COUPLER NUT S P 4 ® . TOTAL FOUR W A MINIMUM H STU '- ANCHOR BOLTS 8d NAILS TWO 8d NAILS THIS INTO TRUSS SIDE OF TRUSS. MTS16 LSTA21 SIMPSON II TOTAL FOUR 7 e MTS16 HD2A TAKE-UP Strong-Tie TAKE-UP WASHER ; 8d NAILS LSTA21 I I PROJ ECT: INTO TRUSS HUS 210-2 m ° TWO o Fl AMB110"ZOS10 8 TO AIL PLATES ° Rpo EIGHT TWO Ed NAIL 8d NAIL INTO INTO DETAIL "A" STUD Simpson Strong-Tie PLATES °mo H7 EI NAIL l3dDETAIL "D" DETAIL "G" DETAIL STUD Sim "J" 1940 MASON DRIVE Simpson Strong-Tie CUTCHOGUE, NY, 11935 H, ,INTO � Simpson Strong-Tie DETAIL "L" LFTA ROD SYSTEM LFTA LFTA DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS Ridge Strapping NOTE: - -_- _-_--- --____- DPALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1,0 DRAWING TITLE: LSTA30 ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. 3" THROUGH ROOF 1' —0" DEEP POOL x 6' DIA. = 22,3 cu.ft. per vertical ft. SIMPSON WINDLOAD 2nG FLOOR II 3'• THROUGH ROOF r ROOF 2nd FLOOR 1 —0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. �-+ 3' ROOF 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. CHARTS & CALCULATIONS 3'• 2 ROOF AREA = 1770 sq/ft / STRONG-TIE DETAILS 3. MASTER BATFR00N s" 3. GUEST BATIft0011 / ROOF D RA I N AG E I � VAR xc LTP4 2" 3" 2„ 2" A = 1770 sq/ft CALCULATIONS AND st FLOOR 2nd FLOOR R = 2" RAINFALL = .17 ft 1�7PLUMBING RISER DIAGRAM LTP4 2 NOTE S: LTP4 3 2 3 V = 17070Fx 1 X .166667 = 295 C.F. THESE, PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY F THE " 3.. DETAIL "C" � LOW POWDER DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE Simpson S t r o n Tie 2 3' 2 2 ROOM••2 3' 2 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Floor-t o-F l o o g Connections 2 295 / 42.25 VERTICAL FT. / FT = 6,98 V,F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR t ,9t FLOOR USE (4) 8 DIA. POOL 2'-D" DEEP - 8 U.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FLOOR c.o, z•• .. 2'• OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, Ridge Strapping 3.. 3' Detail 295 / 22,3 VERTICAL FT. / FT = 13.23 SEAL DATE: LTP4 DETAIL "Bill 3 4" F.A. VENT USE (2) 6' DIA. POOL 7' DEEP = 14 V.F. SOF LTP4 coN� Bq SEPTEMBER 29, 2018 4't.D ROVE GRADE OPROJECT N0: C. TO SCWA APPROVED 4" CI SEWERAGE SYSTEM 4� x,15 1036-2018 Simpson Strong-Tie POOLS TO BE PLACED ON OPPOSITE SIDE OF � TRADE I yA DRAWN BY: Floor-to-Floor Connections HOUSE AND/OR LEADERS TO BE PIPED TO w,'. * BDK ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY !' EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. PLUMBING RISER DIAGRAM (NTS) POOLS (1/2 OF THE ROOF TO DRAIN TO EACH ( � NECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC "s� 0; CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. NO SUBSTITUTIONS �O� 081 R69', �� SHEET NUMUEK: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). R0�'EsSloNP��` LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH All framing hardware shown on these plans, THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. unless otherwise indicated, is Simpson Strong-Tie, ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA G2 No substitutions are approved or authorized, WHERE TRAFFIC IS TO BE PRESENT. �o%/�� 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Due to the relationships of framing hardware to the other components of the structure, any framing IF A MULTIPLE POOL SYSTEM IS USED AROUND THE DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - r , these plans HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) null and void, and will result in the installer/contractor assuming responsibility for the design and BE DIVERTED TO EACH POOL. ® I�H1rDESIGN•ASSOCIATFS,1u 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) '/ PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE PROVIDE HURRICANE STRAPPING IN // MIM 2015 INTERNATIOIJAL RESIDENTIAL CODE ACCORDANCE WITH THE UPDATED NlITH THE 2016 UNIFORM CODE SUPPLEMENT. 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. B KEHL DESIGN ASSOCIATES �.c Ol 4 B4 A u5 COTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION 1-84" 3°'-8" 1'-7Y' NOTE: VERIFY ALL DIMENSIONS TO residential & commercial design . consulting ALINE WITH FLOORS IN EXISTING I INSURE FLOORS OF NEW ADDITION HOUSE. ALINE WITH FLOORS IN EXISTING HOUSE. PO.Box 1675 phone. (631)433-9084 Southold,New York 11911 E-Mail: ssbn654@optonline.net ALL HEADERS ARE TO BE (2)13/,"X 9Y" LVL UNLESS ALL HEADERS ARE TO BE Kehl Desi n Associates,LLC®formed D A K Associates,LLC OTHERWISE NOTED (2)14"X 9Y" LVL UNLESS �'� %"'�""�%%%?%?%/i%P."/` y OTHERWISE NOTED OWNEFZJHIH & USE OF UUCUMENIS: A 1 'o NOTE: VERIFY ALL DIMENSIONS These drawings and specifications including the INSURE WALLS OF NEW ADDITION PATIO NOTE: VERIFY ALL DIMENSIONS idleas, design and arrangements represented LINE-UP WITH WALLS IN HOUSE, o o INSURE WALLS OF NEW ADDITION -therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be C c PATIO LINE-UP WITH WALLS IN HOUSE. copied, disclosed to others or used in connection C C with any work or project other than for which NOTE: PROVIDE FIRE BREAKS they have been prepared without written consent. AS PER NOTE: PROVIDE FIRE BREAKS THE 2015 INTERNATIONAL F AS PER RESIDENTIAL CODE UPDATE THE 2015 INTERNATIONAL WITH THE 2016 UNIFORM -�" 13-0316" ,-�• RESIDENTIAL CODE UPDATED SUPPLEMENT o 1,-0 �� 1 -� r " N WITH THE 2016 UNIFORM � I I � � I � I� �'-°� I •�I �'-° o SUPPLEMENT ® ® NOTFOR I � CONS TRUCTION COVERED �`-3'-0" X2'-0• USE UNLESS PORCH CERTIFIED BY A c c u3 c o COVERED PORCH PROFESSIONAL B ENGINEER 1 14"x 92° LVL Box Beam 12'-0 e" L — — -I 11'-10 8' L — — -� '-84" WORK NO.f ES: 3 3 b o 0 X2'-6"_ l o �---, " o _ 13"x 9' LVL Box Beam N N o `oo o `o `o `o `o � s Provld �leW ( i14" 9 ' LVL HUSK eam — _ �+- o o — o ti c � - a0 > rn CD O O o O o o x Provide New Til 2 92" Floor N N N N N E N Joists @ 1 " - m 03 C Z s �r Z 3' Z• " o Provide New TA 2 0 92' Floor 301 I o 0 Top of Buttresses to be 12" below I-1-6"-� � � Joists @ 6" the top of the Foundation wall ,f vi w 1 V FI ecm 2'-0" '-4° o D N N "'� •'� Top of Buttresses to be 12' below • VE Y LOC ON OF UCTW Y the top of the Foundation wall �''- CESS CRA SPACE x A Floor Joi a' �1 (SE NOTE — �.-- — _ O v u . • � ¢ cD co co .� � 20 o v ci _ — _ — _ - -- __ _-� _ - - _ — _ _ --_ D N Top of Buttresses t be 12" below �� r Top of Buttresses to be 12" below the top of the Fo ndation wall J L — J °� the top of the Foundation wall - 3-9Y• ° x x A Floor E 20'-1Yz" 12'-6y' b > I �1'� " _o _o s s o s{ • ----------------- Q2 G o U3 m O o 0 0 0 M rn o 0 0 B o Z Z z z z 3'-9Y" _ z z Z Z Z N x A FI r i o o I I d _ Z a 3 @16 OC. o _ " Q �� o 0 0 0 0 o o 0 0 PROJECT: � — — � cV OI d d d d 8- 2'- d •- d d d d d Q N -3" 2'-0" 10'-9" 2'-� -8" 2'-0" 3'-0" o x I N i 2 v p p p O O 12'-0$" L — — _J -'l 11'-108• -84" J`1 "� cED � o o fl E L _I _ J q 1 3'-9Y" o 0 0 o o 1LLAE -6%" ^ -7%" 11' n o I> o D i 6 In i w o o O Im LJ ' Enk ///�� 1"4 @I6 OC. N " ESIr" Q rn O� D7 _ Q N NOTE: VERIFY ALL DIMENSIONS TO 03 INSURE FLOORS OF NEW ADDITION z z Z Z - 3 ALINE WTH FLOORS IN EXISTING 1940 MASON DRIVE PROVIDE HURRICANE STRAPPING IN I 2Y" —�-— —— — — — — �-� 3 z ACCORDANCE WITH THE ( - a 14"x 9" LVL Box Beam HOUSE. 2015 INTERNATIONAL RESIDENTIAL CODE 1 B ® CUTCHOGUE NY 11935 UPDATED NTH THE 2016 UNIFORM CODE SUPPLEMENT. i L — 02 I , stir-- — — — — � " N I— — -� I I � 2x A Ouse earn � � �_ "�1'-0"j6' " � ° ALL I — ——�— —— —J I III II (2)14EX 9YSLVREUNOLEBS 3. c NOTE: VERIFY ALL DIMENSIONS TO -�4� - — — q r-1_4�4 fgY -2� _ — — _� _ — — — JIII _ _ JI_ OTHERWISE NOTED INSURE FLOORS OF NEW ADDITION o " — o " B2 — t-1 1 4"-r i � - Z Jx ACQ use B m 14'x 9 LVL B Beam 2x6 Q Ho e earn 2x6 Ouse eam 14"x ' L Box eam 2x ACQ ous a TITLE: ( ' DRAWING ALINE WITH FLOORS IN EXISTING " o. _ " — _ o 'er HOUSE. ^I N 3 2x10 AGO Girder N (3 2x10 ACQ Girder I �" 2x10 ACQ GirderEMI F _ A B A B %��]L 3 �/� PROVIDE HURRICANE STRAPPING IN PROVIDE HURRICANE STRAPPING IN , /, - ,------ nl ___ _-_-IIQL�1_ _ - G 4 4 ACCORDANCE WITH THE A4 B4 65 ACCORDANCE WITH THE Tli �� hI � I 2015 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED NTH THE 2016 UNIFORM CODE SUPPLEMENT. UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. KEHL DESIGN ASSOCIATES > .c NOTE: VERIFY ALL DIMENSIONS TO NOTE: VERIFY ALL DIMENSIONS TO residential & commercial design • consulting INSURE FLOORS OF NEW ADDITION INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING ALINE WITH FLOORS IN EXISTING HOUSE. HOUSE. P0.BOX 1615 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654s@optonline,net ALL HEADERS ARE TO BE ALL HEADERS ARE TO BE Kehl Design Associates,LLC o formerly D A K Associates,LLC (2)13/"X 9Y" LVL UNLESS (2)13/"X 9%" LVL UNLESS OTHERWISE NOTED OTHERWISE NOTED OWNERSHIP & USE OF DUCUMENIS: PATIO PATIO These drawings and specifications including the NOTE: VERIFY ALL DIMENSIONS NOTE: VERIFY ALL DIMENSIONS ideas, design and arrangements represented INSURE WALLS OF NEW ADDITION INSURE WALLS OF NEW ADDITION therein, are the property of KEHL DESIGN LINE-UP WITH WALLS IN HOUSE. LINE-UP WITH WALLS IN HOUSE. ASSOCIATES, L.L.C. No part thereof shall be S copied, disclosed to others or used in connection 13'-0with any work or project other than for which - % ->Y� � thley have been prepared without written consent. CV NOTE: PROVIDE FIRE BREAKS MOTE: PROVIDE FIRE BREAKS AS PER AS PER THE 2015 INTERNATIONAL THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM WITH THE 2016 UNIFORM SUPPLEMENT SUPPLEMENT I NOT FOR (3)13/"x 9Y' LVL Girder � (3)13/q"x 9Y2" LVL Girder (3)13j"x 9y" LVL Girder _ _ _ FF — — — ALL FIRST FLOOR WINDOWS ALL FIRST FLOOR WINDOWS CONSTRUCTION AND EXTERIOR DOORS TO AND EXTERIOR DOORS TO BE SET AT 8'-0" �; 6 6 6 BE SET AT 8'-0" USE UNLESS 0 0 0 0 0 0 0 m �_ COV RED `� m CERTIFIED BY A COVERED PORCH `o PO CH �' Cn X C.J. 16 oc. 2X8 c,J. '61C. PROFESSIONAL I X X 34'-0• -°• N ENGINEER N V U U U U cv -1 g 10-1OY" f 10'-1OY• -1 4 2-°•--(-2'-0• I 00 0 00 00 00 x 0 x x x x N N N N N 70510 FWG10080-4 70510 JF WORK NOTES: ��d N IF N O N I � M _ I O n U U U U CD _O CD CCD V R —DIN 1G R OM � DINING ROOM _ 1❑ AREA N �� = REA X ICV 6� X 7 x `� o LIVI ROM N LIVING ROOM o N o N - rh N i F- F- O ` 1❑ 33'-1" Stairs to be 15 Risers @ 88'" v a 14 Treads @ 9.0 N Total Tread to be 104" u 5Y" — — — —_ — — — ) x� w is 5= — —_ I — - _ - — _ rt�r+iee � Lsites = — UTILITY TIL Y NE I� - - - - - — — — ROOMo POWD a CD F3 ROM o ) RO l UNDER ROOM R l I I --- STAIRS -1D" o o _ TAS o ( o _ - ® e 3_6• 2668 '-1Y" `� = aU _ 5 --- N ^ _ _ _ E P z. 3'-4y" °a _0• �� -o' ^a' m ox MUD MUD PROJECT: N o (2)13/°x 11g" LVL Flush Bm 3Y" �� ROOM o 0 o OYE � I �� '� 0 00 z o _ KITCHEN m a ITC N 5 F 0 _ `— FOYERA M "' ROS10 0 3'-8 X6, 5'-'�"SEAT 2-0 Re-Located o Re-Located ALL FIRST FLOOR WINDOWS ^x E " 12'-1� N °� l Shower AND EXTERIOR DOORS TO m Shower "R" E S I D E PNO C E (6)2x4 Studs '-1° BE SET AT 8'-0" 6* M p �' 2)14°z lta" L9",� Beam w�19I PI.6 2x6 Studs IU fl sh Beam 51"x20" LVL Flush Beam 2 1 "z 117" LVLT )l4z 11"" L Flus am w (1)2S FI. PI. ax I - I ALL FIRST FLOOR WINDOWS ( ) _ 5d x20 LVL u _ _ a _ _ _ _ - - - - - - - - - AND EXTERIOR DOORS 10 i Simpson THDH612 or Equal Flush Beam I Sim son HG 11 or uol - 3., I p a�. q '-V o NOTE: VERIFY ALL DIMENSIONS TO 2)14 x 11 ' LVL , BE SET AT 8'-0" 1'-4" INSURE FLOORS OF NEW ADDITION I Flush beam GL I ,a�1^ 5Y2 ,'_4" ALINE WITH FLOORS IN EXISTING I 1940 MASON DRIVE " �� HOUSE. PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE CUTCHOGUE, NY, 11935 2068 LAUNDRY ROOM `� 2X6 cel lCl a) Ne v 2X6 elllll 2015 INTERNATIONAL RESIDENTIAL CODE 1680 / 3080 / 1 f6�80 0 1 co CL I `o UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. z ALL HEADERS ARE TO BE Joists 16 oC .o C o c ^o c� OC. R J ISiS 6 21Y"X 9Y" LVL Hdr. �� 2- 213/"X 9Y" LVL Hdr 21%"X 9Y" LVL UNLESS O O 4 2 \ _ OTHERWISE NOTED U U -Ul NOTE: VERIFY ALL DIMENSIONS TO DRAIWING TITLE: TW210410 3"SM TW210410 -r TW210410 3"SM TW 410r cn c� o cINSURE FLOORS OF NEW ADDITION — ® ® 4 C--,j o— ' ALINE WITH FLOORS IN EXISTING NEW FIRST FLOOR PLAN / �— (2)1— 4 2" LVL Girder (2)14"x 9Z" LVL Girder (�x �" LVL Girder NOTE: VERIFY ALL DIMENSIONS HOUSE. INSURE WALLS OF NEW ADDITION NIEW FIRST FLOOR FRAMING LINE-UP WITH WALLS IN HOUSE. PLAN ALL HEADERS ARE TO BE (2)1 4'X 9%" LVL UNLESS NOTES: NOTE: PROVIDE FIRE BREAKS OTHERWISE NOTED THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE PER DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE -5�" -7Y,` 3'-11� 3'-11%" -1Ya" -5� THE 2015INTERNATIONALERNATIONAL PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 7'-103/" 13'-0%" -0" RESIDENTIAL CODE UPDATED FIRST FLOOR CEILING FRAMING PLAN WALLS NOTE: ALL DIMENSIONS FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR HELD FIT. THE WITH THE 2016 UNIFORM INSURE WALLS OF NEW ADDITION DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 38'-0" SUPPLEMENT LINE-UP WITH WALLS IN HOUSE. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. PROVIDE HURRICANE STRAPPING IN SEAL: DATE: 7y" „'_„° 11'-7%” 7%" ACCORDANCE WITH THE NOTE: PROVIDE FIRE BREAKS SEPTEMBER 29, 2018 34'-0• 2015 INTERNATIONAL RESIDENTIAL CODE AS PER PROJECT NO: UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. THE 2015 INTERNATIONAL OF NEW),, A B A B RESIDENTIAL CODE UPDATED ��P ( 0. 19 0 1036-2018 DRAWN BY: 04 04 05 05 WITH THE SUPPLO16 EMENNIFORM BDK CHECKED BY: avm> RB A B ArB1lIIDESIGN CRITER'IA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL n iu 04 04 os 05 CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE m2 �—; �� SHEET NUMBER: AS AN ALTERNJATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT �<<`� 0 186E �O LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF AROFESSiONP�� FIRST F PLAN THESE STANDARDS, THE THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE l 02 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE, SCALE: 1/4"=1'-0" 1. AF&PA WORD FRAMED CONSTRUCTION MANUAL (WFCM) lG,/2--X-Ap DOB NUMBER: OF INDICATES TO RE-USE EXISTING WINDOW g Acce tonce of these drawings does not authorize the right to build without the authorization 2.AIS1 STANDAIRD FOR COLD—FORMED STEEL FRAMING — of local governingagencies, such as Suffolk Count Det of Health Services, Town Building PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) Departments, DEC, FEMA, etc, Verify all conditions, codes, and requirements with such (V UffiDESIGN-00I uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. gox A B A B A BA __�>__�> PROVIDE HURRICANE STRAPPING IN PROVIDE HURRICANE STRAPPING IN -� � ACCORDANCE WITH THE ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMCNT. KEHL DESIGN ASSOCIATES T residential & commercial design • consulting NOTE: VERIFY ALL DIMENSIONS TO SIONS TO INSURE FLOORS OF NEW ADDITION N VERIFY ALL IP<1 N INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING ALINE NTH FLOORS IN EXISTING HOUSE, PATIO HOUSE. P0.Box 1675 phone, [6311433-9084 Southold,New York 11971 E-Mail; ssbn654Qopton1ine,net 34'-0° ALL HEADERS ARE TO BE ALL HEADERS ARE TO BE Kehl Design Associates,LLC a formerly D A K Associates,LLC 21Ya"X 9Y" LVL UNLESS (2)13/"X 9)/2" LVL UNLESS ----- ?��" %%%iii '`"i:%'/i;% """" i' '' OTHERWISE NOTED PATIO OTHERWISE NOTED OWNILRSHIP & USE OF DOCUMENIS: These drawings and specifications including the NOTE: VERIFY ALL DIMENSIONS ideas, design and arrangements represented NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION therein, are the property of KEHL DESIGN INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. ASSOCIATES, L.L.C. No part thereof shall be LINE-UP WITH WALLS IN HOUSE. copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. NOTE: PROVIDE FIRE BREAKS AS PER P; VI I AK AS PER THE 2015 INTERNATIONAL o THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED o RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM 2 �, WITH THE 2016 UNIFORM SUPPLEMENT I, ° SUPPLEMENT NOT FOR 00 ALL SECOND FLOOR WINDOWS ALL SECOND FLOOR WINDOWS CONSTRUCTION AND EXTERIOR DOORS TO AND EXTERIOR DOORS TO `� z 2X8 Rafters 16 OCBE SET AT 6'-10z" USE UNLESS BE SET AT 6'-107' 2x8 Rafters 16"oc. CERTIFIED BY A ti� ® ® 8 11 8 8 8 PROFESSIONAL T 46 3"SM 6 'NJ TW3046 46 TWK46 TW3046* ENGINEER TW3046 3"SM TW3046 3"SM TW3046 (2)14"X 9Y" LVL Hdr. (2)1/"X 9Y2" LVL Hdr. (2)1 4"X 0/2" LVL Hdr. N (2)13/,°X 9Y" LVL Hdr. (2)I/"X 9Y" LVL Hdr (2)131,"X 9Y" LVL Hdr. CN cli v 12'-8" 13'-10" BATH BATH WORK NOTES: 5r2 W I I !' U8(D MASTER " O 2-0" N MASTER BEDROOM — BEDROOM N BEDROOM o o BEDROOM ��o bocc 3v" 2068 Y _ _ 2068 2' IV, 0/ 3 16'-10" 5068 62 68 5068 2668 a a -9� N v X v x z v 00 CL -5V CD CL N p N O 4068 4068 2668 „� M L�'-1” 4068 2668 s� N J .J 2468 CE 2468 r-'�3. BEDROOM BEDROOM 4'-v" 3' s° BEDROOM BEDROOM 8 72 -� 0 1 \ N c E c E c E " 12'-6 cBATH PROJECT: 00 BATH �' I O I O CL + I I V I CD 2 CL I _J " o00 E N C E N 2 134"X 9Y" LVL Hdr. (2)1 4"X 9Y" L d 2 1%"X 9Y" LVL Hdr. 2 14"X 9Yz" LVL Hdr. (2)1 4"X 9Y" LVL H 2 1Y"X 9Y" LVL Hdr. TW21046 3"SM TW2104 AX 81v W21046 3"SM TW21046 TW21046 3"SM TW2104 A 81 W21046 3"SM TW21046 1940 MASON DRIVE ALL SECOND FLOOR WINDOWS 2x6 Rafters 16"oc.10 10 11 10 CUTCHOGUE, NY, 11935 AND EXTERIOR DOORS TO ALL SECOND FLOOR WINDOWS AND EXTERIOR DOORS TO BE SET AT C-10 ' U X Rafters 0 BE SET AT 6'-10" 0 0 �RAIWING TITLE: PROVIDE HURRICANE STRAPPING IN PROVIDE HACCOURRICANE ANCE WTHSTRAPPING IN RECONFIGURED FIRST ACCORDANCE WITH 'THE _� " 2015 INTERNATIONAL RESIDENTIAL CODE �� o 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. FLOOR MADE INTO < N SECOND FLOOR PLAN / NOTE: VERIFY ALL DIMENSIONS TO DOTE: VERIFY ALL DIMENSIONS TO RECONFIGURED FIRST INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING INSURE NTHFLOORSNN EXISTINEW G FLOOR MADE INTO HOUSE. HOUSE. SECOND FLOOR CEILING -5Y4" -6;" „'-64" - " PLAN ALL HEADERS ARE TO BE 34'-0° ALL HEADERS ARE TO BE (2)1%'X 91V2" LVL UNLESS (2)1 4"X 9Y" LVL UNLESS NOTIES: OTHERWISE NOTED OTHERWISE NOTED THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESICN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL : VERIFYDIMENSIONS FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FELD FIT. THE NOTE: VERIFY ALL DIMENSIONS A4 B4 A U5 p4 04 05 05 INSOURE WALLS OFENEEW ADDITION DESI1GN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LINE-UP WITH WALLS IN HOUSE. SECOND FLOOR PLAN SECOND FLOOR CEILING PLAN FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: NOTE: PROVIDE FIRE BREAKS SCALE: 1 4"=1'-0" SCALE: 1 4"=1'—O" AS PER � � NOTE: PROVIDE FIRE BREAKS INDICATES TO RE-USE EXISTING WNDOW OF N� SEPTEMBER 29, 2018 THE 2015 S PER AS PER CO (E O BW 10 PROJECT N0: RESIDENTIAL CODE UPDATED THE 2015 INTERNATIONAL �< O RESIDENTIAL CODE UPDATED �?� A ,Q � 1036-2018 WITH THE 2016 UNIFORM G� rr WITH THE 2016 UNIFORM O i � ��, RAWN BY: SUPPLEMENT SUPPLEMENT BDK rr NECKED BY: n � DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL rn2 -C MoD--0 ��v RB © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE `scb o818�a � SHEET NUMBER: CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE A�OFESSIONP�- LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Al 03 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) Departments, DEC, FEMA, etc, Verify all conditions, codes, and requirements with such © EMDESIGN"ASSO©A1% 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. bt �%// _/. rte. i i /!/l�rr��r/ice,✓///4_�j�/� PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE / i "`- 2015 INTERNATIONAL RESIDENTIAL CODE j'?�: � � , �' o UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. K EHL DESIGN ASSOCIATES �c A B A B NOTE: VERIFY ALL DIMENSIONS TO 04 04 05 05 IhJSURE FLOORS OF NEW ADDITION residential & commercial design . consulting ALINE WITH FLOORS IN EXISTING HOUSE. P0.Box 1615 phone: (631)433-9084 Southold,New York 11911 E-Mail: ssbn654@opton1ine.nel ALL HEADERS ARE TO BE (2)1 4°X 9Y" LVL UNLESS Kehl Design Associates,LLC e formerly D A K Associates,LLC OTHERWISE NOTED OWNERSHIP & USE OF DOCUMENTS: NOTE: VERIFY ALL DIMENSIONS These drawings and specifications including the INSURE WALLS OF NEW ADDITION ideas, design and arrangements represented therein, are the property of KEHL DESIGN LIME-UP WITH WALLS IN HOUSE. PATIO ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection witlh any work or project other than for which NOTE: PROVIDE FIRE BREAKS they have been prepared without written consent. AS PER THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM SUPPLEMENT NOT FOR ALL SECOND FLOOR WINDOWS CONSTRUCTION AND EXTERIOR DOORS TO BE SET AT 6'-102"° USE UNLESS CERTIFIED BY PROFESSIONAL ENGINEER WORK NOTES: 2x8 Rafters — 16"0 . 2x8 Rafters — 16"oc. ANDERSEi 400 SERIES TILT-WASH DOUBLE-HUNG FULL-FRAME WINDOWS 2x8 Rafters — 16"o . � BATH 2x8 Rafters — 16"oc. LOCATION WINDOW NUMBER ROUGH OPENING TOTAL NUMBER OF UNITS BEDROOM J BEDROOM uU7 U U U FIRST FLOOR TW30510 31-2111 6 -07.. 3 2x8 Rafters 16"o 2x8 Rafters 16"oc. U O O O O O O 2 FIRST FLOOR TW2442 2'- 1 �6it 2 j FIRST FLOOR TW2042 2'-2141_479i'-4� U 1 L L L L L L 4 FIRST FLOOR TW210410 3'-01" x V-07" 4 00 00 00 00 cc11 5 FIRST FLOOR TW1842 2'-108" x 4'-48" 2 14„x 92" VL dge J°\\� Jo\ 14„x 9”" LVL E 4 CUSTOM PICTURE UNIT CL 6 FIRST FLOOR 7 -2$ x 6'-07" 2 DHP70510 Qo _(o _Q _� BEDR OMN ] FIRST FLOOR FWG10080-4 9'-94" x 8'-0" 1 L L L PROJECT: 6 O O N N N Of (Y w 2x8 Rafters 2x8 Raft,, — 0 00 00 00N N N �, a SECOND FLOOR TW3046 31-2111 x 4'-88 8 x x x Q �_ 1�� _ 711 9� N N U 8 8 2x8 Rafters — 1 " > BATJX8 R f - 1 ` �o g SECOND FLOOR TW2442 2'-68" x 4'-48" 2 x 4 -87 7" E S I LDI 1' C E 2x8 Raft BEDROOM c� x 10 SECOND FLOOR TW21046 3'-01"$ 4 2x8 Rafters s — 16"oc. SECOND FLOOR AX281 v 2'-8" x 2'-8" 2 1940 MASON DRIVE ALL SECOND FLOOR WINDOWS CUTCHOGUE, NY, 11935 AND EXTERIOR DOORS TO 1 2 ATTIC FLOOR CIR30 3'-02" 2 BE SET AT 6'-10�' PROVIDE HURRICANE STRAPPING DRAWING TITLE: IN — ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. NOTE: VERIFY ALL DIMENSIONS TO ROOF FRAMING PLAN / INSURE WITOHOFLOORSFLRS OFNIWEXISTINIADDITC)N WINDOW SCHEDULE HOUSE, ALL HEADERS ARE TO BE (2)1 4"X 9%' LVL UNLESS OTHERWISE NOTED NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL INSURE WALLS OF NEW ADDITIONB FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LIII -U WITH WALL INHOUSE. N TE; VE IFY ALL DIMENSIONS A4 B4 A DESIGN PRIOFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 2 C UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. NOTE: PROVIDE FIRE BREAKS MAIN ROOF FRAMING P SEAL: —_ DATE: AS PER 0 THE 2015 INTERNATIONAL �P F N( SCALE: 1/4"=1'-0" � -('E l SEPTEMBER 29, 2018 RESIDENTIAL CODE UPDATED O. �, PROJECT NO: 1036-2018 DRAWN BY: WITH THE 2016 UNIFORM O �� y� SUPPLEMENT C:: BDK C)� �� CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL L RB CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE �^10 081868 `' SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ��FESSIONP LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN, WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Al 04 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 4' .AI I STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept, of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® 1�rDESIGN A�A1ES uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL 4'% '';' %% = ;,,;:%/';:''!' ,.: ; . �<'. ;. ;; ' ;-% &AE, ; /,CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. , !/ AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. -- ---- 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - KEMDESIGN ASSOCIATES LLc PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) residential & commercial design • consulting New 8" CMU New 8" CMU New 8" CMU - - - - - - - - - - - - - - - - - - - -- _ _ 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) - - - - - - - - - - - - - - P0.Box 1675 phone: (631�433-9084 • New 8" CMU - - - - - - -- - - - - - - - - - - - - - - - C_ _ - - _- - - - - - - -- -X- - -- - - Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC New Floor Hgt. 9.98 USE OF DOCUMENTS: & Top of New Patio 9.52 #4 Rebar 2'-0" #4 Rebar 2'-0" #4 RebarOWNIEkSHIN 2'-0" #4 Rebar 2'-0° These drawings and specifications including the Top of New Foundation 9,0 ideas, design and arrangements represented therein, are the property of KEHL DESIGN Flood Elev. 8.0 -7 ASSOCIATES, LLC. No part thereof shall be 1pied, disclosed to others or used in connection Top of Existing Floor 7.8 with any work or project other than for which Flood Elev. AE 6.0 they have been prepared without written consent. Existing Slab Hgt. 5.0 Existing 8" CMU Existing 8" CMU Existing 8" CMU NOT FOR CONSTRUCTION 32'-8" USE UNLESS CERTIFIED BY A CROSS SECTION PROFESSIONAL SCAM 1 "'''4r ENGINEER WORK NOTES: - - - - - - - - - - - - - - - - - - - - -=r - - - - - - - - - - - - - -- - -- - - - - - - - - �P- - - - - - - -5�- - - - - - - - - -- - - T ll L - - J L - - J 10'-97/8" 2' 6" -4 8 2'-6" 7'-5 8"x18" Anchor Bolts (Max. 32"oc.) 8"x18" Anchor Bolts (Max. 32"oc.) 8"x18" Anchor Bolts (Max. 32'oc.) 8"x18" Anchor Bolts (Max. 32"oc.) (2)#5 Horizontal Rebar New Floor Hgt. 3 Rebar Stirrup 5 Rebar 3 Rebar Stirrup 5 Rebar 3 Rebar Stirrup 5 Rebor New Floor Hgt. 9.98 g 9.98 � P � � P # � P � g New Floor Hgt. To of New Foundation z'-o"aa. -o"ac. 2'- "ac. To of New Foundation g 0 Top 9.0 p HVAC Duct V/A 111/111 Flood Elev. 8.0 Flood Elev. 8.0 New Pared Cana. wall r ao N Verify Hgt. with Owner Existing Floor Hgt. Top of Existing Floor 7.8 Top of Existing Floor 7.8 (2)#5 Horizontal Rebar Flood Elev. AE 6.0 t Flood Elev. AE 6.0 #3 Rebar stirrup Existing Slab Hgt, 5.0 Existing Slab Hgt. 5.0 Existing 8" CMU b Existing 16"x8" Footing (Min. 3'-0" Below Final )4_4" Grade) PRO,JEC 1: CROSS SECTION g "Le 1K•-Nr PR" E S I 01"im"ME'NO (C [E. Top of Buttresses to be 12" below Top of Buttresses to be 12" below40 MASON �+0N DRIVE P the to of the Foundation wall the top of the Foundation wall CUTCHOGUE, NY, 11935 _71 DRAVNING TITLE: - - - - - -- - - - - - - - L -=- - - - - - - - - - J L = - -- - - - - - -- - - - 5 Vertical Rebar @ 4'-C"oc, SECTIONS 5 Pin 5Pin � � � � `-" Top of Buttresses to be 12" below - J L - J Top of Buttresses to be 12" below AS NOTED the top of the Foundation wall " I _I the top of the Foundation wall JI--- 10'-6" 8.�6-� 10'-2" 10'-8" NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 8"x18" Anchor Bolts (Max. 32'oc.) 8"x18" Anchor Bolts (Max 32"oc.) 8"x18" Anchor Bolts (Max. 32"oc.) 8"x18" Anchor Bolts (Max. 32"oc.) DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 1'-4'-��8" 1'-4' FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR HELD FIT. THE DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 6 Rebar 6 Rebar New FOOT Hgt. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT New Floor Hgt. 9,98 #5 Rebar #3 Rebar Stirrup #5 Rebar #3 Rebar Stirrup #5 Rebar o #3 Rebar Stirrup # # g 9'g8 (2)#5 Horizontal Rebar #3 Rebor Stirrup FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Top of New Foundation g,0 Top of New Foundation g.0 Flood Elev. 8.0 #3 Rebar Stirrup Flood Elev. 8,0 #5 Pin 2 SEAL: )_0 jJ DATE: #5 Vertical Rebar @ 4'-a"oc. P OF N�-` Top of Existing Floor 7.8 #5 P.. Top of Existing Floor 7.8 5 Vertical Reba @ 4'-0"oc. C� �\ 0, i3,q -"/; SEPTEMBER 29, 2018 Flood Elev. AE 6.0 #5 Pin `� Flood Elev. AE 6.0 #5 Pin �1y\ PROJECT No: N #5 Rebar #6 Rebar ' ` 1036-2018 DRAWN BY: Existing Slab Hgt. 5.0 Existing Slab Hgt. 5,0 2 5 Horizontal�tebar * 4 - ` -a, r B D K #5 Rebar Short Way @2'-0"oc. m2�, b--�,,,�wf�:� � CHECKED BY: Access Opening Access Opening Access Opening (4)#5 Rebar long Way(E.S.) J-1'4J4_8• '4� SOA X81868 �� RB #5 Rebar Short Way @2'-0"ac. © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE �OFESSIONP� SHEET NUMBER: 4'-3" 2'-a" •� to'-9" 1-2'-0" °'-8° 2'-0" 3'-0"- (4)#5 Rebar Long Way(E.S.) PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT 32-s WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE A301 CROSS SECTION PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SCM.E.1"'`1''°' DOES NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® KEHrDESIGN A%OMTE ,ac agencies prior to construction. /�•IW/Oi=•,�'':,�„fir. , I,no'� - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - KEHL DESIGN ASSOCIATES Lw residential & commercial design • consulting - - - - - - - - - - - - � r - - - - - - -- - - � L - - J L - - J P0.Box 1675 phone; (631�433-9084 10' 9/ Southold,New York 11911 E-Mail: ssbn654�o tonline.net 3 '- - 3�-2' 6 4 ' 2 6 s"x18" Anchor Bolts Mox. 32"oc. s"x18° Anchor Bolls32"oc, x18" Anchor Bolts Max. 32"oc. Kehl Design Associates,LLC o formerly D A K Associates,LLC "x18" Anchor Bolts (Max. 32"oc.) ( ) (Max,( ) (2)#5 Horizontal Rebar ) r ro Associates, New Floor Hgt, 9.98 New Floor Hgt. 9.98 OWNERSHIP & USE OF DOCUMENTS: New floor H f. Top of New Foundation 9.0 Top of New Foundation 9.0 ,HVAC Duct These drawings and specifications including the New Poured Conc. Wall Flood Elev. 8.0 ev. 80 ideas, design and arrangements represented therein, are the property of KEHL DESIGN Flood El . Verify Hgt. with Owner N Existing Floor Hgt. ASSOCIATES, LLC. No part thereof shall be N Top of Existing Floor 7.8 copied, disclosed to others or used in connection Top of Existing Floor 7.8 3.4 3 4 3-4 (2)#5 Horizontal Rebar with any work or project other than for which Flood Elev. AE 6.0 Flood Elev. AE 6.0 #3 Rebar Stirrup o Existing Grade #5 Vertical Rebar they have been prepared without written consent. Existing Slab Hgt. 5.0 Existing Slab Hgt. 5 0 NOT FOR CONSTRUCTION Area of Wall to be Removed Area of Wall to be Removed Area of Wall to be Removed USE UNLESS CERTIFIED BY CROSS SECTION PROFESSIONAL ENGINEER SCALE:1/4••1'-0• WORK NOTES: --11'-65a co *00c �� - - - - - - - - - - - - - - - - � L - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - New Floor Hgt. 9,98 8'x18" Anchor Bolts (Max. 32°oc.) New Floor Hgt. 9.98 Top of New Foundation 9.0 Top of New Foundation 9.0 � 1"x18" Anchor Bolts (Max. 32"oc.) 8 0 Flood Elev. Flood Elev. 8.0 11'-65/ -23/' 11'658 New Grade- C> ticaloReblarr @a4'-0"oc. Top of Existing Floor 7,8 Top of Existing Floor 7.8 (2)#5 Horizontal Rebar o (2)#5 Horizontal Rebar Flood Elev. AE 6.0 Flood Elev. AE 6.0 New Slab -AE 6.0 New Slob Existing Slab Hgt. 5.0 Existing Slab Hgt. 5,0 -AE 50 Existing Slab Hgt. #5 Rebar Short Way @2'-0"oc. I (4)#5 Rebar Long Way(E.S.) #5 Rebar Short Way @2'-0"oc. #5 Vertical Rebar @ 4'-C"oc. (4)#5 Rebar Long Way(E.S.) PROJECT: CROSS SECTION BIn IN 8CXZ 114••1'-V AMninoslo RESILP Lmw_ 1940 MASON DRIVE CUTCHOGUE, NY, 11935 n r New Floor Hgt.9.98 DRAWING TITLE: r Top of New Foundation 9.0 -4 Top of Porch Piers 8.0625 -4'�a'� �rl' I°� I I SECTIONS Flood Elev. 8.0 Top of Existing Floor 7.8 J"x18" Anchor Bolts (Max. 32"oc.) J"xl8" Anchor Bolts(Max. 32"oc.) J"x18" Anchor Bolts (Max. 32"oc.) "x18" Anchor Bolts (Max. 32"oc.) AS NOTED Flood Elev. AE 6.0 NOTES: Existing Slab Hgt. 5.0 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 5 Vertical Rebar @ 4'-0"oc. #5 Vertical Rebar @ 4'-0"oc. 5 Vertical Rebar @ 4'-0"oc. #5 Vertical Rebar @ 4'-0'oc. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE # # © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR HELD FIT. THE DESIGN PROFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT #5 Rebar Short Way @2'-0"oc. #5 Rebar Shari Way @2'-0"oc. #5 Rebar Short Way @2'-0"oc. #5 Rebar Short Way @2'-0"oc. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 0 L - - (4)#5 Rebar Long Way(E.S.) L - (4)#5 Rebar Long Way(E.S.) L - (4)#5 Rebar Long Way(E.S.) L - - (4)#5 Rebar Long Way(ES.) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SEAL: ` DATE: �P��oF NB13 0.,\ SEPTEMBER 29, 2018 II II II II Acceptance of these drawings does not authorize the right to build without the authorization �� R�� PROJECT No: L - _J V_- L- _ _J L - J L - J of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building pC yam. rc 1036-2018 �� Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such - DRAWN BY: 4' 2;_0 4' 2;_0"�4 4° 2;_0 42;o-k agencies prior to construction. c1- -�,�,I 11 --� -1 r _ r L. BDK /7 ux.P..eWP� \> CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL O,o 0 1868 ��C`' RB CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. R�FESSISHEET NUMBER: CROSS SECTION AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE ecALE+µ•-+�° 30 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN, WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. b 1F° A302 Zl� 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) ® KMDESIGN AS50CIA1ES,mc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) /..�;: "./i.l` ��>/%ice`' New Floor Hgt. g gg 1-0 "x18" Anchor Bolts T (Max. 32"oc.) KEHL DESIGN ASSOCIATES LLC Top of New Foundation 9.0 #5 Vertical Rebar residential & commercial design • consulting Flood Elev. 8.0 New Floor Hgt. 9,98 r'-°� 5 New Floor Hgt. 9.98 r'-°� 5" New Floor Hgt. 9.98 To of Existing Floor 7.8 �- g'x18" Anchor Bolts ii x18" Anchor Bolts J%18" Anchor Bolts P g POS.Box 1675 phone: (631)433-9084 Top of New Foundation g 0 (Max. 3z"acJ Top of New Foundation g 0 (Max. 32"aa.) Top of New Patio 9.52 (Max. 3z'aa.) Flood Elevation AE 6.0 Southold,New York 11971 E-Mail: ssbn654@optonline.net Flood Elev. 8.0 #5 Vertical Rebar Flood Elev, 8.0 #5 Vertical Rebor Top of New Foundation g 0 #5 Vertical Rebar 0 0 Existing Slab Hgt 5.0Kehl Design Associates,LLC o formerly D A K Associates,LLC Top of Existing Floor 7.8 "�' Top of Existing Floor 7.8 "' Flood Elev. 8.0 Flood Elevation AE 6.0 Flood Elevation AE 6.0 o Top of Existing Floor 7.8 L_ - o L - _ J Bottom of Footing 6.52 0 OWNERSHIP USE of uocuMLNls: Existing Slab Hgt 5.0 Existing Slab Hgt 5.0 - J,-3'_�• Bottom of Footing 2.0 L - These drawings and specifications including the (4)#5 Rebar (Both Ways (E.S.)) (6)#5 Rebar (Both Ways (E.S.)) (5)#5 Rebar (Both Ways (E.S.)) g ideas, design and arrangements represented Flood Elev. AE 6.0 (4)#5 Rebar (Both Ways (E.S.)) therein, are the property of KEHL p DESIGN Existing Slab Hgt. 5 O ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. N NOT FOR CROSS SECTION A CROSS SECTION B CROSS SECTION CROSS SECTIONCONSTRUCTION D SCALE IMI-1'-0• SCAlE:1H'•1'0 SCALE 1/4.11-0' 8(J11.E:1/!•.1'-0' USE UNLESS CERTIFIED BY PROFESSIONAL ENGINEER WORK NOTES: PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL RESIDENTIAL CODE X2 20'- 12'-8 4" N1102.1.2 (R402.1.2) Insulation and Fenestration Criteria The building thermal envelope shall meet the requirements of Table N1102.1 based con the climate zone LIVING ROOM BEDROOM o specified in section N1101.7 N1102.1.2(R402.1.2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT CLIMATE FENESTRATN SKYLIGHTb GLAZED CEILING WOOD MASS FLOOR BASEMENTC SLAB d CRAWL ZONE LI-FACTORDD LI-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE SPACE c SHGC b,e R-VALUE R-VALUEI R-VALUE 6 DEPTH R-VALUE 4 EXCEPT 2'-11I- i MARINE 0.35 0.55 0.40 49 20OR13+5h 8/13 19 10/13 10,2ft 10/13 CL. CL. CL. 31/" . �� 3'-10 4" - For SI: = 1 foot = 304.8 mm 7CL�- a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the installed R-value of the insullation shall not be less than the N R-value specified in the table. PROJECT: b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. KITCHEN EXCEPTION: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. A M " Ra, I&b BATH BEDROOM `_ c. "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the 10 interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity/ insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous IV2" � insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. Ra" ESIDENCE 5'-1}¢' °, 2-� d. R-5 shall be added to the required slab edge R-values for heated slabs. Insulatiorn depth shall be the depth of the z footing or 2 feet, whichever is less in Zones 1 through 3 for heated slabs. S-11y" e. There are no SHGC requirements in the Marine Zane. 1940 MASON DRIVE e 7' 4�" f. Basement wall insulation is not required in warm-humid locations as defined by Figlure N1110.10 and Table N1101.10 CUTCHOGUE, NY, 11935 g. Or insulation sufficient to fill the framing cavity, R-19 minimum, COVERED 2 BATH h. The first value is cavity insulation, the second value is continuous insulation, so "1,3+5" means R-13 cavity insulation PORCH LAUNDRY ROOM plus R-5 continuous insulation. DRAWING TITLE: i. The second R-value applies when more than half the insulation is on the interior of the mass wall. SECTION AS NOTED / PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS EXISTING FIRST F AS PER 2015 INTERNATIONAL RESIDENTIAL CODE / EXISTING FIRST FLOOR NOIFES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES No LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SEAL: DATE: SEPTEMBER 29, 2018 Acceptance of these drawings does not authorize the right to build without the authorization OF N[W PROJECT NO: of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building r0 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such �� 0. e��r'�' DRAWN BY036-2018 agencies prior to construction, 04�1 �-A BDK r t HECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL �'� w RB CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 2d' �f'�g--'°� SHEET NUMBER: � C� AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE SOA 081868 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH �O�-SS1oNP� A303THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) /� /( DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) ® KMDESIGN•ASSOQATPS,¢c 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. /, Hurricane Strapping /0" - ----- — y, p pp g LIMITATIONS OF THE THIS TCODE TAND ATHE INTERNATIONAL HEREIN, WHERE LOENGINEERED DDESIGN A S USED PERMITTED CONJUNCTION WITH E �� T 14 x 9z LVL RidgeI L� � " Bolt THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 2x ollor Ties oc. n Bolt 1. Al WOOD FRAMED CONSTRUCTION MANUAL (WFCM) ASSOCIATES, KEHLDESIGN �c 2x8 Rafters 16" oc. ATTIC " Bolt 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — CDX Roof Sheathing PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) residential & commercial design . consulting 30# Felt 1.2 Architectuol Fiberglass 20 Ridge Poles 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PO.Box 1675 phone: �631�433-9084 Roof System @ 16"oc. ] Hurricane Strapping R-19 Insulation Southold,New York 11971 E-Mail: ssbn654Qoptonline,net 1X8 Azek Fascia Kehl Design Associates,LLC®formerly D A K Associates,LLC g' Bolt 8' Bolt e" Bolt g' Bolt OVNNERSHIP & USE OF DOCUMENTS: 16" Azek Beaded Soffit R-30 Insulation R-30 Insulation 2x Soffit Framing R-19 Insulation R-19 Insulation These drawings and specifications including the 2x6 Top Plates R-30 Insulation ideas, design and arrangements represented (2)14"x 92'" LVL Hdr. therein, are the property of KEHL DESIGN 2x6 Studs BEDROOM CL 2x4 Studs 16"oc. MASTER ASSOCIATES, LLC. No part thereof shall be Existing Exterior Sheathing copied, disclosed to others or used in connection 30# Felt Existing 4" Oak floor BEDROOM 2x8 Rafter Plate / Nailer with any work or project other than for which Hardi-Plank Siding 20 Shoe they have been prepared without written consent. R-21 Insulation Existing 4" CDX Subfloor Metal Standing Seam Roof 521% 20" LVL Flush Beam 2x6 Shoe R-30 Insulation a Metal Standing Seam Roof GAF Ice & Water Shetld R-30 Insulation Existing a Oak floor GAF Ice & Water Sheild g' CDX Roof Sheathing 12 Existing 4" CDX Subfloror 12 2x6 Rafters 16" oc. 4� �3 2 CDX Roof Sheathing 2x8 Rafters 16" oc 2x Soffit Framing Hurricane Strapping (�� Hurricane Strapping New TJI210 x 11$' Floor Joists New TJ1210 x 118' Floor Joists 1X8 Azek Fascia SlSb NOT FOR 1X8 Azek Fascia x6 C J 16 oc 2x8 C.J. 16"oc. c 2x Soffit Framing — (2)14"x 118' LVL Hdr. 54"x 92' LVL Girder CONSTRUCTION 16" Vented Azek Beaded Soffit R- Insulation 2x Packing USE UNLESS (2)14"x 92' LVL Hdr. R-30 Insulatat ion Azek Trim � 2x Girder Packing 13"x 11�" LVL (3)14x 11 gLVL with (2)4Stl. FI. Places Better Header (3)14"x 9g" LVL Hdlr. 12"x8"PermaWrop Recessed Craftsman Column 10" HB&G Permacast Column Bolted on Ledger " " " Simpson Strong-hold CERTIFIED BY A 2x6 Top Plates NEW Threaded Rod with Anchor Plate (2)14"x 92' LVL Hdr. NEW COVERED PORCH 2x6 StudsKITCHEN DINING ROOM PROFESSIONAL Matching Exterior Sheathing R-21 Insulation AREA ENGINEER 30# Felt {" Oak floor 4" Oak floor Concrete Base Hardi-Plonk Siding Min. (6)226 Studs with Stacked Stone 2x6 Shoe 4" CDX Subfloor Provide Solid Blocking 4" CDX Subfloor Veneer Hurricane Strapping 14"x921" LVL Box BeamL to Foundation 14"x92 LVL Box Beam New Patio NEW FLOOR HGT. 9.98 q"x6" Trex Decking 9.98 NEW FLOOR HGT. (3)2x10 ACO Girder TJI230 x 9 @ 167c. TJI230 z 9 @ 16 oc. TOP OF PIER 8.0625 1x8 Azek Skirt Board 2x8 ACO Plate R-30 Insulation New Conc. Reinforced \\—R-30 Insulation New New New Addition to Wolls Foundatlion New Foundation 8.0 FLOOD ELEV. WORK NOTES: FLOOD ELEV. 8.0 2x6 ACO Floor Joists Foundation 2x6 ACQ House Ban (See Foundation Sections) Wall Addiction Concrete Wall Addition TOP OF FLOOR 7.8 New Grade New Wall Addition New (See Foundation Sections) New Conc. Reinforced Pip (See Foundation Sections) 7.8 TOP OF FLOOR s^ Foundation (See Foundation Sections) Foundation Addition to Walls AE 6.0 8 x18" Anchor Bolts (Max 32"oc.) CRAWL SPACE CRAWL SPACE ( ) (See Foundation cations) 6.0 AE Wall Wall See Foundation Sections (See Foundation Sections) (See Foundation Sections) EXISTING SLAB HGT 5.0 = _ _ — —_ _ _ _ _ — — _ _ _ _ _ = 5.0 EXISTING SLAB HGT Existing Existing Foundation Existing 16"x 8" New 20"x 8" Foundation Existing 16"x 8" New Wall CMU Foundation Well CMU Foundation Existing 16"x 8" Conc. Ftq. Min See Foundation Sections Conc. Ftg. (Min) 9 (Min) New 20"x 8" ( ) (See Foundation Sections) (See Foundation Sections) (See Foundation Sections) CMU Foundation 3'-0" Below Final Grade S-0" Below Final Grade (See Foundation Sections) Conc. Ftg. (Min) (See Foundation Sections) (See Foundation Sections) S-O" Below Final Grade Existing 16'x 8" Existing 16"x 8" (See Foundation Sections) Existing 16% 8" Conc. Ftg. (Min) Conc. Fig. (Min) s s SECTION 3'-0" Below Final Grade 3'-0" Below Final Grade Conc. Ftg, (Min) r. Rn 3'-0" Below Final Grade A (See Foundation Sections) (See Foundation Sections) (See Foundation Sections) SCALE: 1/4"= 1'-0' 04 Hurricane Strapping 14"x 92" LVL Ridge 12 J" Bolt i 17 4" Bolt 2x8 Rafters 16" oc. ATTIC e" Bolt B' CDX Roof Sheathing 30#Felt Architectuol Fiberglass 2x4 Ridge Poles Roof System @ 16"oc. R-19 Insulation PROJECT: Hurricane Strapping 1X8 Azek Fascia 66h r/ 686 8Bt " Bolt " Bolt 16" Azek Beaded Soffit $3" Bolt R-30 Insulation R-30 Insulation MB u"'0 0` 10 2x Soffit Framing R-19 Insulation R-19 Insulati n 2x6 Top Plates R-30 Insulation (2)14"x 92' LVL Hdr. 2x6 Shoe LIN. OLO) ENCE 2x6 Studs BATHROOM CL HALL HALL 2x4 studs 16-oc. MASTER m ZE S I Existing Exterior Sheathing 30# Felt BATHROOM 2x8 Rafter Plate /Nailer Hardi-Plank Siding Better Header 2x4 Shoe l R-21 Insulation (3)14"x ilk" LVL with (2)4" Stl. FI. Places R-30 Insulation 1940 MASON DRIVE Metal Standing Seam Roof 52 x 20" LVL Flush Beam 3„ Metal Standing Seam Roof GAF Ice & Water Sheild R-30 Insulation Existing 4 Oak floor GAF Ice & Water SheildN �' CDX Roof Sheathing 12 Existing 4" CDX Subfloror 12 85" CDX Raof Sheathing UT HOGUE, NY, 1 1935 2x6 Rafters 16" oc. 41 �3 2x8 Rafters 16 oc. 2x Soffit Framing Hurricane Strapping �„ �„ Hurricane Strapping 1X8 Azek Fascia J. c. ew TJ1210 x 118 Floor Joists New TJ1210 x 118 Floor Joists 1X8 Azek Fascia DRAWING TITLE: 2x Soffit Framing 2x8 C.J. 16'oc. ( 2x Packing IJ"x / 16" Vented Azek Beaded Soffit Bolt d o LVL (2)14"x 118' LVL Hddr. 51°x 9" LVL Girder (2)14"x 92" LVL Hdr. Bolted la Ledger Azek Trim 12"x8"PermaWra Recessed Craftsman Column SECTIONS 2x Girder Packing R-19 Insulation (3)14"x 92" LVL Hair. Simpson Strong-hold 10" HB&G Permocost Column R-30 Insulation ILV Threaded Rod with Anchor Plate AS NOTED 26 Top Plates NEW (2)14"x 92' LVL Hdr. COVERED PORCH 2x6 Studs FOYER LIVING ROOM NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Matching Exterior Sheathing AREA DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE R-21 Insulation Concrete Base 30 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Felt 14"x97" LVL Box Beam 4" Oak floor with Stacked Stone FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR HELD FIT. THE Hardi-Plank Siding X:i" CDX Subfloor eneer2x6 Shoe VDESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Hurricane Stropping 14"x92' LVL Box Beam New Patio UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW FLOOR HGT. 9.98 4x6"0rex Gking der x TJI230 x 9 16 oc. TJI230 z 9 @ 16 oc. 9.98 NEW FLOOR HGT. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 1x8 Azek Skirt Board \—R-30 Insulation �—R-3 n ulation Neiw — New SEAL: DATE: 2x8 ACQ Plate NEW R-30 InsulationJ FLOOD ELEV. 8.0 S 2x6 ACQ Floor Joists New CRAWL SP Found(aiion Foundation 8.0 FLOOD ELEV. SEPTEMBER 29, 2018 2x6 ACQ House Bra Foundation Wall Adidition ( Wall Addition See Foundation Sections) 7.8 TOP OF FLOOR PROJECT NO: TOP OF FLOOR 7.8 New Grade Wall Addition New Conc. Reinforced New (See Foundation `.Sections) New Conc, Reinforced New OF Nt W �� 5^ (See Foundation Sections) Addition to Walls Foundation Addition to Walls �P U. i' 1036-2018 8 x18" Anchor Balis (Max 32"oc.) Concrete � �yV Bgti AE 6.0 New (See Foundation Secti ns) Wall (See Foundation Sections) pier 6.0 AE �� \ DRAWN BY: Foundation (See Foundation Sections) EXISTING SLAB HGT 5.0 Wall — — — — — — — — — — — (See Foundation sections) 5.0 EXISTING SLAB HGT �� aoK (See Foundation — — — wt Sections Existing I iJew 20"x 8" Existingl 17- New fj 1 New ) Foundation I� CHECKED BY: Conc. Ftg. (Min) Foundation Existing 16"x 8" n � �� it RB Conc. Fig. (Min) Wall 3'-0" Below Final Grade Wall CMU Foundation Existing 16"x 8" © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE See Foundation Sections � SHEET NUMBER: 3'-0" Below Final Grade New 20"x 8" ( ) Existing 16% 8" (See Foundation Sections (See Foundation Sections) CMU Foundation S' C� g (See Foundation Sections) (See Foundation Sections) PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT Fp10 081868 � (See Foundation Sections) Conc. Fig. (Min) CMU Foundation WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF '40FESSIONP A304 3'-0" Below Final Grade (See Foundation Sections) Existing 16"x 8" Existing 16"x 8" KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE (See Foundation Sections) F Conc. Ftg. (Min) Conc. Ftg. (Min) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER WITH WRITTEN PROOF OF PURCHASE. Existing 16"x 8" Conc. Ftg. (Min) 3'-0" Below Final Grade 3'-0" Below Final Grade 3'-0" Below Final Grade (See Foundation Sections) (See Foundation Sections) /Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF(see Foundation Sections) CROSS SECTIONB of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such (a )�DESIGN•A%0C1k mc SCALE: 1/4"=1'-0" agencies prior to construction. ' DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONA L RESIDENTIAL '%%' y� %' % %' % � ,. % %''�' ``''4: / ,�/i/, ,;f/ r� :; i.,, /,,' Hurricane r in CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ,,, „ Stapp g AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE %/ L 14 z 9g LVL Ridge LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH J" Bolt I r THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. r� ISI �I� e' Bolt 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2x8 Rafters 16" oc. ATTIC " Bolt 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — KEHL DESIGN ASSOCIATES LLL CDX Roof Sheathing PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) residential & commercial design • consulting 30#Felt �2 2x4 Ridge Poles —277 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) Q) M) >Mn , Architectual Fiberglass phone; (b311 433 9084 Roof System Hurricane Stropping R-19 Insulation Southold,New York 11911 E-Mail: ssbn654@optonine,nei 1X8 Azek Fascia Kehl Design Associates,LLC e formerly D A K Associates,LLC e" Bolt " Bolt s B t T�' ' 1/lT%i// %T/�l%��/�/` �,:?%;/J ,/ I/] "/, r 16" Azek Beaded Soffit UWNERSHIP & USE OF DOCUMENIS: 2x Soffit Framing � �" Boli R-30 Insulation R-30 Insulation R-19 Insulation R-19 InsulcAn 2x6 Top Plates R-30 Insulation These drawings and specifications including the (2)14"x 9� LVL Hdr. ideas, design and arrangements represented 2x6 Studs 2x4 Studs 16"oc. BEDROOM therein, are the property of KEHL DESIGN 8'CDX Sheathing BEDROOM CL ASSOCIATES, LLC. No part thereof shall be 30#Felt (2)14"x118" LVL Flush Beam copied, disclosed to others or used in connection Hardi-Plank Siding 26 Shoe 2x4 Shoe -2x8 Rafter Plate /Nailer with any work or project other than for which R-21 Insulation (2)14'x 9'" LVL Hdr. they have been prepared without written consent. Metal Standing Seam Roof 54 x118 LVL Flush Beam R-30 Insulation GAF Ice & Water Sheild R-30 Insulation Existing 4" Oaik floor Metal Standing Seam Roof GAF Ice & Water Sheild 5" CDX Roof Sheathing 12 3„ Existing a CDiX SubFloar 1 5" CDX Roof Sheathing 2x6 Rafters 16" oc. I� /� e 9 2x Soffit Framing 4 / —�3 2x8 Rafters 16" oc. Hurricane Strapping '��`` 1X8 Azek Fascia J. 1 0 UUU New TJ1210 x 11g" Floor Joists New TJ1210 x 118' Floor Joists Hurricane Strapping 1X8 Azek Fascia NOT FOR 2x Soffit Framing — � R-19 Insulation 2x8 C.J. 16"oc. (S� 16" Vented Azek Bended Soffit R-30 Insulation 14"x 14" LVL (2)14"x 118' LVL Hdr. — 541% 9z" LVL Girder CONSTRUCTION (2)14"x 921" LVL Hdr. 2x Packing 2x Girder Packing (3)14"x 9Z"' LVL Hdr. Azek Trim 9 10" HB&G Permacast Column 12"x8"PermcWrop Recessed Craftsman Column USE UNLESS 2x6 Top Plates Simpson Threaded RfodnwitholAnchor Plate CERTIFIED BY A (2)14"x 9�" LVL Hdr. 2x6 studs LIVING ROOM COVERED PORCH " CDX Roof Sheathing STAIRWELL AREA PROFESSIONAL R-21 Insulation ENGINEER 30# Felt +x93 LK Box seam 4" Oak floor 4" Oak floor Concrete Base Hardi—Plonk Siding with Stacked Stone 2x6 Shoe 4" CDX Subfloor 4" CDX Subfloor Veneer Hurricane Strapping 1x91' LVL Box Beam NEW FLOOR HGT. 9.98 4"x6" Trex Decking 4 New Patio (3)2x10 ACO Girder9.98 NEW FLOOR HGT. TJ1230 x 9- @ 16 oc. T 1 " 1x8 Azek Skirt Board New R-30 Insulation New 2x8 ACO PLote CRAWL SPACE — New Foundation Foundation WORK NOTES: FLOOD ELEV. 2x6 ACQ Floor Joists Foundation New 8.0 FLOOD ELEV. 2x6 ACQ House Bm. Wall Addition Wadl Addition Concrete Wall Addition TOP OF FLOOR 7.8 New Grade (See Foundation Sections) New Conc. Reinforced New CRAWL SPACE (See Foundation Sections) New Conc. Reinforced Pier (See Foundation Sections) 7.8 TOP OF FLOOR J"x18" Anchor Bolts (Max 32"oc.) F Addition to Wells Foundation Addition to Walls AE 6.0 New (Se Foundation Secti)ns) Wall (See Foundation Sections) Foundation ( ee Foundation Sections) 6.0 AE EXISTING SLAB HGT 5.0 :New ll — _— _— — — — — — — — — — — (See Foundation Sections) 5.0 EXISTING SLAB HGT g — Foundation Existing Existin — New Wall New 20"x 8" Fovndolion Existing 16"x 8" Conc, Ftg. (Min) 20"x 8" (See Foundation Sections) Conc. Fig, (Min) Wall CMU Foundation Existing 16% 8" Existing 16"x 8" (See Foundation Sections) (See Foundation Sections) CMU Foundation 9 ( ) CMU Foundation 3'-0" Below Final Grade Conc. Fig. Min (See Foundation Sections)3'-0" Below Final Grade Be Foundation Sections) (See Foundation Sections) 3'-0" Below Final Grade (See Foundation Sections) Existing 16"x 8" (See Foundation Sections) g Existing 16"x 8" Existing 16% 8" Conc. Ftg. (Min) Conc. Ftg. (Min) Conc. Ftg. (Min) 3'-0" Below Final Grade 3'-0" Below Final Grade 3'-0" Below Final Grade (See Foundation Sections) (See Foundation Sections) (See Foundation Sections) CROSS SECTION A SCALE: 1/4"= V-0" Hurricane Stropping 14"z 98' LVL Ridge J" Bolt z Tips 8" Bolt 2x8 Rafters 16" oc. ATTIC " Bolt CDX Roof Sheathing 30#Felt 12 l Fiberglass 2x4 Ridge Poles Roof Roof Systeyste m @ 16"oc. 7 Hurricane Strapping R-19 Insulation PROJECT: 1X8 Azek Fasci686\ 68b a Bi " Bolt g" Bolt 16" Azek Beaded Soffit a R-3D Insulation 2x Soffit Framing Bolt R-30 Insulation 2x6 Top Plates R-19 Insulation R 1 Insulation J01 M B K"'0 to 3h 10 (2)1"' 92" LVL Hdr. R-30 Insulation 2x6 Studs BEDROOM CL 2x4 Studs 16"ac. MASTER CDX Roof Sheathing RX E S I E J" E r ml 30# Fell Existing 4" Oak fear BEDROOM Hardi—Plank Siding 2x8 Rafter Plate / Nailer R-21 Insulation Existing 4" 2z4 Shoe CDX Subfloor Better Header (2)14"x 1187" LVL Flush Beam w/(1)'" Stl FI. PI. 2x6 Shoe R-30 Insulation Metal Standing Seam Roof R-30 Insulation Existing 4" GAF Ice & Water Sheild 1940 MASON DRIVE Oak ifloor 12 Metol Standing Seam Roof CUTCHOGUE, NY, 11935 GAF Ice & Water Sheild 12 Existin �° CDX `,Subfloor J" CDX Roof Sheathing 2x6 Rafters 16" oc. CDX Roof Sheathing 4[ g 4 13 2x8 Rafters 16" oc. 2x Soffit Framing ff Hurricane Strapping Hurricane Strapping x oc. New TJ1210 x Its" Floor Joists New TJ1210 x 118 Floor Joists 1X8 Azek Fascia 1X8 Azek DRAVvJING TITLE: Fascia 2x Soffit Framing 2x8 C.J. 16"oc. 1991 16" Vented Azek Beaded SoffitR-19 Insulation (2)14"x 118' LVL Hdr. 5}"x 9" LVL Girder (2)14 x 9z LVL Hdi. R-30 Insulaiion 2x Girder Packing Azek Trim 2x Packing 9z LVL Hdr. 12"x8"PermaWra Recessed Craftsman Column SECTIONS 10" HB&G Permacast Column p 2x6 Top Plates Simpson Strong—hold AS NOTED (2)14"x 9�" LVL Hdr. Threaded Rod with Anchor Plate 2x6 Studs LAUNDRY MUD POWDER COVERED PORCH CDX Roof Sheathing ROOM ROOM ROOM LIVING ROOM NOTES: R-21 Insulation AREA THESE' PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 30# Felt4" Oak floor 4" Oak Floor Concrete Bose DES191 PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Hardi-Plank Siding with Stacked Stone PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 2x6 Shoe 4" CDX Subfloor 4 CDX Subfloor Veneer FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGPV PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Hurricane Strapping 13"x91" LVL Box Bea 13"x91 LVL Box Beam UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW FLOOR HGT. 9.98 4"xs" Trex Decking 4 �L a New Patio (3)2x10 ACQ Girder r 1J1230 x 9- @ 16 oc. JI 30 x 9 @ 16 oc. NEW FLOOR HGT. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 1x8 Azek Skirt Board 2x8 ACQ PLate R-30 Insulation New R-30 Insulation R-30 Insulation New New 9.98 SEAL: DAT E: FLOOD ELEV. 8.0 26 ACQ Floor Joists Foundation Foundation xL Foundation 2x6 ACQ House Bm Wall Addition Wall Addition Wall Addition 8.0 FLOOD ELEV. SEPTEMBER 29, 2018 TOP OF FLOOR 7.8 New Grade New See Foundation Sections New Conc. Reinforced New Foundation ( CRAWL SPACE (See Foundation Sections) New Conc. Reinforced New (See Foundation Sections) of NEW PROJECT N0: g°x18" Anchor Bolts (Max 32"oc.) Addition to Walls Foundation Addition to Walls 7.8 TOP OF FLOOR PSE W y�J AE 6.0 Wall See Foundation Sections Wall Concrete ( ) ( ) (See Foundation Sections) (See Foundation Sections 6.0 AE 5 �� O• Qq nt 1036-2018 rp DRAWN BY: See Foundation Sections Pier , EXISTING SLAB HGT 5.0 _ _ _ (See Foundation Sections) — — —Existing — — — — — — — — — — — 5.0 EXISTING SLAB HGT c�° ? � BDK Foundation Existing , CHECKED BY: Existing 16"x 8" Foundation Existing16"x 8" r 6 c� "r� RB New Wall CMU Foundation New 20"x 8" WI011 CMU Foundation Existing 16% 8 © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE SHEET NUMBER: Conc. Ftg. (Min) New 20"x 8" (See Foundation Sections Conc. Ftg. (Min) (See Foundation Sections) (See Foundation Sections (See Foundation Sections) CMU Foundation PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT SpA �FJ11;G8 ��' 3'-0" Below Final Grade Conc. Ftg (Min) 3'-0" Below Final Grade (See Foundation Sections) WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF R (See Foundation Sections) �FESSIO��H�` See Foundation Sections) 3'-0" Below Final Grade Existing 16"x 8" Existing 16"x 8" KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE (See Foundation Sections) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER WITH WRITTEN PROF A305 Existing 16"x 8" Conc, Ftg. (Min) Conc. Ftg. (Min) 0 OF PURCHASE. Conc. Ftg. (Min) CROSS SECTION rB 3' D" Below Final Grade 3'—D" Below Final GradeS—O" Below Final Grade (See Foundation Sections) (See Foundation Sections) (See Foundation Sections) 1' to/Zx/' DOB NUMBER: OF SCALE: 1/4'= -0" Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building IN Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® KEEIbDESIGN-01DIMTES agencies prior to construction. x SURVEY OF PROPERTY SITUATE GENERAL NOTES: SHALL BE PROVIDED TO SCHS CODED WORK NOTES: PROVIDE CLEAN-OUT @ BUILDING SEE C UT C HO GUE 1. PROPOSED OWTS,CEN-5 BY FUJICLEAN(450 GPD ALL ELEVATIONS ARE IN NAD88 DATUM CLEAN-OUT DETAIL O TOWN OF SOUTH 0 LD CAPACITY) MAINTAIN 10'-0 MINIMUM HORIZONTAL - PROVIDE POLYLOC 12X12 D-BOX DB12 W/ 2. PROPOSED DISTRIBUTION TRENCH(2 @ 32'LF) SEPARATION BETWEEN WATER AND RISER PDB-12R AND 3050.4 ROTO-FLOW @ C SUFFOLK COUNTY, NEW YORK 3. PROPOSED 50%EXPANSION TRENCH(32'LF) SANITARY UTILITY LINES EACH OUTLET S.C. TAX No. 1000-104-07-16.1 4. EXISTING SANITARY SYSTEM TO BE ABANDONED AND NO DRINKING WATER WELLS ARE WITHIN SCALE 1"=30' REMOVED PER SCDHS-WWM SPECIFICATIONS 150'-0 OF PROPOSED SANITARY SYSTEM - DISTRIBUTION BOX OUTLET PIPES WILL 5. SEWER CLEAN-OUT ON INLET SIDE OF TREATMENT FOUR(4)BEDROOMS TOTAL PROPOSED AUGUST 19, 2009 SYSTEM,SEE CLEAN-OUT DETAIL THE DESIGN ENGINEER SHALL OBSERVE HAVE END CAP LEVELING DEVICES DECEMBER 1,2014 SHOW PROPOSED LOCATION OF SHED THE OWTS PRIOR TO BACKFILL AND AN INSTALLED OCTOBER 10,2018 UPDATE SURVEY 6. FUJI CLEAN AND HYAIR CONTROL PANEL/BLOWER yy NOVEMBER 11,2018 REVISE SIZE PLW EXECUTED OPERATION AND MAINTENANCE - PROVIDE SAFETY SCREEN BY POLYLOC @ NOVEMBER 25,2018 REVISE SME PLAN PER N)r D NOTICE 11/14/2018 LOCATION FOR OWTS,APPROX,VERIFY WITH OWNER DECEMBER 14,2018 REVISE SITE PLAN ALL TANK MANHOLE sw. - •' .•su PRIOR TO INSTALLATION.CONTROL PANEL TO BE CONTRACT BETWEEN THE MAINTENANCE µmate vE TOTAL AREA = 62,613 sq 1t. PROVIDER AND THE PROPERTY OWNER � . INSTALLED IN VIEW OF OWTS TT yc (TO TIE UNE) 1.437 OC. Mu O iv 13I 9A G`°" D7. ELECTRICAL FEEDER AND CONTROL LINES TO OWTS Ort ,PaUT pI UPLAND AREA = 29,943 sq. ft ,gs IVI.A'5�, .,• �ur a�" A� ��.� o��'�° y� CONTROL PANEL AND AIR BLOWER B. EXISTING WATER LINE TO BE RELOCATED 9. EXISTING ELECTRICAL L NE TO BE RELOCATED 10 NEW LOCATION OF WATER AND ELECTRICAL UNESCO DRAWING INDEX: ys •;• 'N�2 g3' sa • 1 gt 11.NEW GRADE TO BE 5%SLOPE MAX WITHIN 20'OF f'l, PROPOSED SANITARY SYSTEM PG.Cl SITE PLAN,INSET,CODED NOTES AND �.ss ¢Flu / 1 — w Rdµ I T , o MND 12.VENTING WILL OCCUR VIA HOUSE SEWER LINE THRU GENERAL NOTES "�'' HOUSE VENT 8, bu m u`" PROP ELECTRIC 13.EXISTING DRY WELL PG.C2 SYSTEM SECTION,BUOYANCY CALCULATIONS,EQUIPMENT DETAILS 3TBTo N a�� r�" p 3. 11 • b� � i 1=�� s,m>c+4M1� W o, •" � s° .1 Rer?ounaT y a 4ON slalf>t rn•m' iri� D "itIk ua + `� %5TDR1 pORW Ric 3 4,5 v j e z .iL �k 1, cnn'c°�,°N a�oa '2 u IL C+ ooG �HOIF 11 �f �IL \ I n y \ .111, I[El 2 ❑2 ^� N $5o I �--� I 06y 23' L I 10' MIN X11 I I 6044Sp.. O❑� 27' I Of k `HP CO \ I p W - I 0 10' MIN Z 96 s3. ,AA no' I a BROADWATERS COVE As• I PORCH I r 07 3 SITE PLAN i � O 1.30 SCALE 5 � 0) 11 • � SITE PLAN INSET 1.10 SCALE SECTION A-A PROPOSED GRADING PROFILE a0 REV DATE REVISIONS oA SCALE 1"=10' a aK A D Vu E '1 0 N 201 SLOPE PROPOSED GRADE 3.1 SLOPE 8; JAN 1 6 2019 4 5 PROPOSED I/ANONWTS PLANS ' 1940DRE EXISTING GRADEPROPERTY LINE CUTCHOGUE NY 11935 PROPOSED FILL FOR THE SEPTIC SYSTEM SoufholdTOvrn SHALL BE CLEAN SAND TRUCKED IN NOTES FROM AN UPLAND SOURCE oar o TrusteesSITEPLANIDETAILSIEET ES APPROXIMATELY 1,000 cu yds OF NO SHALL BE NEEDED __ SCALEA5 N0 C-1 OFFICE LOCATION: ®�®f- �®� MAILING ADDRESS: Town Hall Annex ® P.O.Box 1179 54375 State Route 25 L, =r YiSouthold, NY 11971 (cor.Main Rd. &Youngs Ave.) � Southold, NY 11971 Q �� Telephone: 631765-1938 C®U919�,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, Assistant Town Planning Director LWRP Coordinator Date: January 14, 2019 Re: LWRP Coastal Consistency Review for SCOTT & SUSAN AMBROSIO SCTM# 1000-104-7-16.1 Brett Kehl on behalf of SCOTT & SUSAN AMBROSIO request a Wetland Permit to demolish existing one-story residence; existing foundation to remain and be raised approximately 2' in order to meet FEMA elevation requirements; extend foundation approximately 10' landward; construct a proposed 34'1"x34' two-story dwelling with 34'1"x2'10.5" front porch; raise existing 30'8"x22' waterside patio approximately 2' and modify/lengthen existing 7' wide steps to ground off patio to accommodate new height; remove existing outdoor shower and construct a 4'x10'6" outdoor shower with two (2) new steps to grade; abandon existing septic system and install new septic system on the landward side of the dwelling; add 900 cubic yards of clean fill landward of dwelling for the proposed sanitary system; move existing 8'4"x12'3" shed closest to the dwelling approximately 7' landward; replace existing wood tie planter with new 3' wide by 28" high wood planter around waterside patio and re-vegetate; install a raised 4'x8' platform for two (2) A/C units on westerly side of dwelling supported by a 12" sona tube on an 18"x18"x12" concrete footing; install gutters to leaders to drywells to contain roof runoff, and install a line of silt fencing prior to and during construction, as per Chapter 236 of the Town Code—Stormwater Management. Located: 1940 Mason Drive, Cutchogue. SCTM# 1000-104-7-16.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP provided the following is considered. The proposed action is located within a NYSDOS Significant Coastal Fish and Wildlife Habitat Area. Correspondingly, the NYSDEC Environmental Mapper indicates that the parcel is located within a rare plants and rare animal area. This area identifies generalized locations of animals and plants that are rare in New York State, including but not limited to those listed as endangered and threatened. Impacts to protected species are not expected. To further Policy 4 the following is recommended: 1. The proposed placement of fill on the parcel with a (unspecified amount and type of material), may cause storm water to run-off towards the adjacent property located at 2050 Mason Drive. It is recommended that the Board address the issue. To further Policy 6 the following is recommended: 1. Maintain the 10' wide no turf/no-mow zone landward of wetland boundary as established in Wetland Permit 7002A. 2. Highest expected groundwater is shown at 2.5 feet below the surface due to close proximity of surface waters. The installation of a I/A OWTS is recommended. Degrading the water quality in Cutchogue Harbor or the adjacent wetlands and creeks, would adversely affect the biological productivity of this area. All species of fish and wildlife may be affected by water pollution due to cumulative nutrient loading from on-site sanitary systems. Grant money and funding may be available from Reclaimourwater.info 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 F1701 fid Peter Young,Chairman H Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., December 5, 2018 the following recommendation was made: Moved by James Abbott, seconded by Peter Meeker, it was RESOLVED to SUPPORT the application of SCOTT & SUSAN AMBROSIO to remove existing dwelling, construct new two-story dwelling on existing foundation, elevated to meet new septic and FEMA requirements. Foundation to be extended 10' landward plus raise existing patio 2'. Remove existing shower on side of dwelling and reconstruct landward near corner of dwelling. Located: 1940 Mason Drive, Cutchogue. SCTM#104-7-16 Inspected by: James Abbott, Peter Young Vote of Council: Ayes: All Motion Carried Cantrell, Elizabeth From: SCOTT AMBROSIO <saa844@optonline.net> Sent: Wednesday, December 5, 2018 7:14 PM To: Cantrell, Elizabeth Subject: RE: ambrosio K TY On Wed, Dec 05, 2018 at 02:19 PM, Cantrell, Elizabeth wrote: > Mr.Ambrosio, >Your application will be postponed and rescheduled to our January 16, >2019 public hearing date. I will call Brett when the updated noticing > packet is ready to be picked up. There is another field inspection >date of January 8, 2019, however at this time I do not know if they >will inspect your property a second time. >Sincerely, > Elizabeth Cantrell >-----Original Message----- > From:SCOTT AMBROSIO Sent:Wednesday, December 5, 2018 2:11 PM >To: Cantrell, Elizabeth Subject: ambrosio > Please table my meeting for next month. >Thank You >Scott Ambrosio i SUFFQ(�- Michael J. Domino, President �0�0 ooGy Town Hall Annex John M. Bredemeyer, III, Vice-President 54375 Route 25 Glenn Goldsmith N ,r P.O. Box 1179 A Nicholas Krupski Southold, NY 11971 Greg Williams dol , c '�� Telephone (631) 765-1892 Fax (631) 765-6641 SOUTHOLD TOWN BOARD OF TRUS LD NOV1 6 2018 TO: SOUTHOLD TOWN BUILDING DEPARTMENT RE: VERIFICATION OF BUILDING DEPARTMENT PERMIT REQVIREMENT$ SCTM#: Property Owner Name: A- ROSl Date Sent to Bldg. Dept: I/, /&./S 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: ilb4 h� Signature of Reviewer Date Michael J.Domino,President �' ` , Town Hall Annex John M. Bredemeyer III,Vice-President X4375 Route 25 =ti �tt , P.O.Box 1179 Glenn Goldsmith ' }, i Southold,New York 11971 A.Nicholas Krupski _° t Telephone(631)765-1892 Qrea Williams Fax(631) 765-6641 coy.> ]BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only R E C E � 1V E Coastal Erosion Permit Application V Wetland Permit Application OCT 2 6 2018 Administrative Permit _Amendment/Transfer/Extension Received Application: /of 264 Southold Town Received Fee:$ 2SV L00 ar of Tru Ls Completed Application: 1 ` / '2 Incomplete: SEQRA Classification: Type I Type I�� Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date:- Coordination:(date sent): ��LNVRP Consistency Assessmept Form Sent: :1 CAC Referral Sent: ]/,I Date of Inspection: 17--.S� Receipt of CAC Report: Technical Review: Public Hearing Held: Resolution: Owner(s)Legal Name of Property(as shown on Deed): Mailing Address: C2 3,10-71"q'd 691%).E_ 7 3Z ` Phone Number: S/& (a �` 3 7/_ 0 Suffolk County Tax Map Number: 1000 - ® 0 Property Location: IL (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): t5 A lz_T Mailing Address: ?-(o5 INS I I f`i�Z Z/ �1. o Lr-it-,j L-A f 11q7/ Phone Number: _ C Z� ' L(S'S_ c ()Oaq Cantrell, Elizabeth From: SCOTT AMBROSIO <saa844@optonline.net> Sent: Wednesday, October 31, 2018 4:09 PM To: Cantrell, Elizabeth Subject: Ambrosio Mason Drive Cutchogue Please add to my application Prior to and during construction a Silt fence and hay bales will be set in and around the side and back perimeter of the house to protect any debris from entering the wetland areas. As per engineers approve plan three (3) buried storm water leaching rings will be installed to capture all roof rain water run off Thank You Scott Ambrosio 1 j24 4N, v&� 2- T:7t ? —exe-� &"'60 �L Is Ee-ecll 419 t 9-4- (o Yz- 3) �4,a� -V:Ly,/ 30 ' y4 2_e)" k 2 'P7 Eg�,Jvuv L+Ar)o tA4 14 \�l g' 0-0 'LOH-09 W-4-a-b Stw- 6p qsts:6t4 4,Lg- C>Ujz-.Q- "Px-c9rc 11 1, Cuoto -R e- 26>14 ��v ) op P44-10 , pc)to 4oQi/t+j,?&r I I OV s rag P4to lam`o a" -. D l OtLO COZSeD ee;�t� a _ Uv�d 1 � vJ 'TAr- Srbiq- t F F'rNAL-- FLE-yKiia.J 6F 1 t-�E- Phi r-ok 1 LV. IR' o`` s Pte- 9EKA� r Board of Trustees Appl ition rr n GENERAL DATA Land Area (in square feet): F l Area Zoning: Previous use of property: 2 Q�F ``ir_s%1JCS JT P%1, N q1e FA m r �/ Intended use of property: RES r DE N i 1 A 1_ S i N�j e FA pq. ci Covenants and Restrictions on property? V 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 1/ No If"Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? V Yes No Does the structure (s) on property have a valid Certificate of Occupancy? Yes No Prior permits/approvals for site improvements: AgencyDate t�jf C 009 bac-s o v i k- is E ; ea zp No prior permits/approvals for site improvements. / Has any permit/approval ever been revoked or suspended by a governmental agency? V No Yes If yes, provide explanation: Project Description(use attachments if necessary): R MovE 1`xisi► 1 i -RESI beii I I IN r-9ou56=. To MF, l NF-LJ St=1c iC_ Aw11 fE- � C�yiP�l`�I S F�r�D1�i ion T® FSSi�.Ai-bR=N Jo FT LANNt1JNP-A 0Ips 2 pj, 'Roviouz F�x chi)KQ1 St40c.1,9�=f �� c3 16e d0S O:��S� PPriiO lid REM— OF HOUSE AS PlFe— PLIIN, Board of Trustees Appl - ttion WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: F--O p-- ©uP, FAm—a-Y I,C. CKEAtff- A Ll /�CWwoM ;E>oN. LF- r-6MILY Hoax . Area of wetlands on lot: 5 2, (o'20 square feet -o- Percent coverage of lot: 5-0 ,S % Closest distance between nearest existing structure and upland edge of wetlands: // feet Closest distance between nearest proposed structure and upland edge of wetlands: feet Does the project involve excavation or filling? No l/ Yes If yes, how much material will be excavated?. / JT -- cubic yards How much material will be filled? goo cubic yards Depth of which material will be removed or deposited: 3 feet Proposed slope throughout the area of operations: 5 a'o Manner in which material will be removed or deposited: FFR- FQg eJ.a+fICT+aI�A/ SFF,o'i i L SSS i m ANN _ : +o P-M kft�i V- L.EAC14IA19 ��AT ✓�� 'To rr39- !2AKSAdaE& 10 S.i t� /lit AuMp y PLle- 4S 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): Fr-4 �Anr,D -TRAWAA-W-r AA). :SY-7- FF,Ncrz- l�lsi l)LL S TO P4z-j F-6 Fegwg R, ff F W9 (-14NOS Board of Trustees Appl - ration COASTAL EROSION APPLICATION DATA Purposes of proposed activity: -G A Lw rel AN � - �f t� Pia 1400 Fop_ O\jp FAMiL`/ Are wetlands present within 100 feet of the proposed activity? No Yes Does the project involve excavation or filling? No V Yes If Yes, how much material will be excavated? (cubic yards) How much material will be filled? 900 (cubic yards) Manner in which material will be removed or deposited:_ -T-Ilplc"a -FP-- F�,ikiwi� r-W l i bLA WP,Tlvz. 1.. +SCA+W k t 9S - f�� ,4L_ (•�+.�� fog Describe the nature and extent of the environmental impacts to the subject property or neighboring properties reasonably anticipated resulting from implementation of the project as proposed, including erosion increase or adverse effects on natural protective features. (Use attachments if necessary) `r i-1 tz NJz(,J L( -gzbAo t�m (4-o fs e U-v 11 02W 11401,2F— C-AN O Io Z SYSTZm- w t-- C—. 7A k S1 1 ht rz— 1zil S IZ 6S 702 -F'd DOFF 617.20 Appendix B Short Environmental Assessment Form Tns'truetions for ComgletinR Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information N-1 2,(2—b bei �lyS Name of Action or Project: Co(J R — 2- Sj :t(4) Lit ?9 KF r tiw,E Fes:6s r S Project Location(describe,and attach a location map): N SIL 19 40 Mptsn Brief Description of Proposed Action: mco'J �x%sti, t o I � £Y Vis, F9F_C%i NEW �3vuIJ t ic1�i�} A 1di �DQi vLSfL ©\t pN %Si(t�tS /� 1 Ioti RN A SF— T H iz Fx t s 9 1 nc C f t��A 1 10 A FOQ 'J 1,�i o C \a, a t�ti- E_'71 , S it d(,/Jz-g- is i L 3. P.F r4 a,�,® �}t t F��1 Ir- l Fv .��4 e l-11 Nts W A&A t�..,y s A s rt��z sEA-7 IC LAa.(S� Name of Applicant or Sponsor: Telephone: �� _ j® c�til AiNi-IJ S t�s.J ILl ?u�l0 E-Mail: AAS %2CSP i c fjL_t h F. FT Address: 9'.:-; ma.(A I �P,IIJ rZ_ City/PO: State: Zip Code: d nla�i ct �,�, y I!'731 1.Does the piupused action only involve the legislative adoption of a plan,local law,ordinancc, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that El 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: ❑ 10 1�sF—C-. ANJ6 � � kAf_xL�l 3.a.Total acreage of the site of the proposed action? , 37 acres b.Total acreage to be physically disturbed? J (o® acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? /i 4./'S 7 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial (Residential(suburban) El Forest ❑Agriculture ❑Aquatic ❑Other(specify): MP4-t06 ❑Parkland CAoSw�Y .F�c+�§ Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? 7. Is the-site of the proposed action locate-d'in;or does it adjoin,a state Fisted Critical Environmental Area? NO YES If Yes,identify: 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? FV1- F1 c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ® ,❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ F , 10. Will the proposed action connect to an existing public/private water supply? NO YES' If No,describe method for providing potable water: R'LRJiXpt/ Ca N N isCIC TCS ❑, %('.WN . _WATSe_ 011.t(4r To F�xt�j tt��_ ►+0q5F�L - 11.Will the proposed action connect'to existing wastewater'utilities? NO YES If No,describe method for providing wastewater treatment: COU U F_-tLi i A.l �-,940 Ti-c- ® ❑ TTA,,)v-, (A NA LF-A-c"&Kcii_C{At-l.t=Y S-1 eS;Tp_l 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES-' Places? ❑ b. Is the proposed action located in an archeological sensitive area? E ❑ 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO ,YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline ❑Forest ❑Agricultural/grasslands ❑Early Enid-successional Wetland ❑Urban IKSuburban 15.Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES by the State or Federal government as threatened or endangered? ® ❑ 16. Is the project site located in the 100 year flood plain? NO YES 17. Will the proposed action create storm water discharge,either from point or non-point sources? ,NO YES If Yes, }' a.Will storm water discharges flow to adjacent properties? ONO ❑YES L`�J b.Will stornywater discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO ,ZYES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ET LJ 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: m LL I AFFIRM THAT THE INFO NIA ION P V DED ABOVE IS TRUE AN ACCURATE TO THE BEST Or MY KNOWLEDGE Applicantfs onsor 4 e: 0-_ 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 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? t t 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,bikini;or walkway? EJ 6. Will the proposed action cause an increase in the use of energy and it fails to incorporateEJ reasonably available energy conservation or renewable energo ortunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? t 8. Will the proposed action impair the character or quality of important historic,archaeological, .. ❑" architectural or aesthetic resources? �I 9: Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air qua)ity,flora and fauna)? Pan 3of4 l w w No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? �J 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. Check this box if you have determined' based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if'you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impa ts. Town of Southold-Board of Trustees Name of Lead Agency Dat€:, _ Michael J. Domino President Print or v Name f Rres�joiibl fficer in Lead Agency Tit}e of Responsible Officer gnature of Respon Officer in 1,ead Agency Signature of Preparer{if different 9-om Responsible Officer} PRINT Paige 4 o#'4 Board of Trustees Appl ition AUTHORIZATION (Where the applicant is not the owner) I/We, f( 40 c�f�r 00 owners of the property identified as SCTM# 1000- , 0 �c _ in t e town of New York.,hereby authorizes ��► t�a V E:l L- _ to act as my agent and handle all necessary work involved with the application process for permits)from the Southold Town Board of Trustees for this property. a-at Property Owner's Sig ature Property Owner's Signature JAN SCHOTTENFELD Notary Public,State of New York JAN SCNOTTENFELD No.4949213,Nassau CountyNotary Public,State of New York Commission Expires April 03, No.4949213,Nassau Count aoj9 mission Expires April 03 1f C X ' ZO , SWORN TO BEFORE ME THIS 1G DAY OF p (g Notary Pub is Board of Trustees Appl ition AFFIDAVIT" "3�1'0 910 BEING DULY SWORN DEPOSES AND AFFIRMS T AT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PE IT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORD 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 TIME 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 TERING OF THE PERMIT. Signature of Property Owner Signature of Property Owner JAN SCi-O TEINFELD JAN SCH©s I ENFELD Notary Public,Srate of New York No.49492113,Nassau County Notary Public,State of New York Commission Expires April 03,lAr IM61 No.49492.3,Nassau County J®I�i Commission Expires April 03,Rt--SWORN TO BEFORE ME THIS /L DAY OF o�� .201 il Notary Public � � API'LICANT/A EIi T/ P SEPT'I'ATIVE TRANSACTIONAL DISCLOSURE FORM T Towp of Sauthold's; odd of l thies routs so flicts o into est n he ar oftown officers an em ir? e e u se of th's i?;to rov'd info ' at'rin wliic h"an afe c totiv f s ible can lets o .irttetst llbw it o ke wh Y'f"ver" nee to avoid same. 4(L =_Lfmt!,�V�ddle /fJ51c7 YOUR NAME: d—it-int,unless you are applying id tlt 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 Appromal of plat Mooring E.xgmpttop Rain;plat or official map Planning Other (If"Other',name the activity.) 00 you personally(or through your compan},.spouse.sibling,parent,or child)have-a relationship with-any efficeror cmployce of'theToWn•ofSouthold? *`Rcigtionsliip"includes by blood,nta'rriage,orbusiness interest:"Business interest"menus a business, including•p-partnership,•in which the town officer or employee has dven a partial ownership-of{or et ciployincnt by} t corporation 'in which the town officer or dmployce 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'traWcen•your elf(the applicantlagent/representative)and the town officer or employee.Either check ;thi:api topriatu line A)through D)anatc1r 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 0waar of greater than 5%ofthe'shares of the corporate stock of the appliccnt {when the-appi16rit'is a crirpor tion); II the.Iegal sir Laeneficial owner of any intacest in a Pae-corporate entity{when the appl icaot is not ti corporation); an oticer;diff ctor;partner,or.eitypkry�e of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONS141P Submittetltis� d f Q S,ignukttr °t '� Print Name �� Form TS I Michael J.Domino,President �QSI�FFOj�C'O Town Hall Annex LLG2.� John M.Bredemeyer III,Vice-President by��0 Gym 54375 Route 25 Glenn Goldsmith . cm P.O.Box 1179 A.Nicholas Krupski Southold,NY 11971 Greg Williams' 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 SCOTT & SUSAN AMBROSIO COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING THIS FORM IS TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FO_ R A_ T_ -LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE residing at/dba Z(oS T6S7--1g\IF biNF r being duly sworn, depose and say: -it, That on the 20 day of pFc€MGEUL- , 2018, I personally posted the property known as 5c�il SsS�,,c Pr1��3�osl� 19'fO MjPVS0M 40-WFE, 1\01 by placing the Board of Trustees official poster where it can easily 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, January 16, 2019. Dated: (A- 04 , 19 (signature) Sworn to before me this qtt day of lT.., �-0 y 2 ' oZ° 2)j� Nota blic TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2-d2a v R .. WiM 4..{ �•.''•-. - A r♦'aP-r ?I.�:k '�:.=Y�i'w+�r- `� "b ;"`i.*'4� ^;•t `.> ,}:. � •. .-. _ , � .+.' � ,,r. k,,. _.�,�_ � �,•>.. � ..w�_; _ .- ►` ry 'i G ` _�ev �'.•+5` TK•"'.',+' l T `��...�` - F�1, "-~�ti it •-. _ x.C" � e �t^ �'�.r � i��c;, �'.t.- .��.�i �• ` �. �, '�y t �"�„ r\Y.`n,.'v. ; �•- • � `,.� t � .P� ��"� �� `�yet -. � as-. � "�t� _ <1� �' � � '�'_ C •• �j' '3 ..,: .M -At i 1' .,(>-z!"r. _ ,� S•*r a 7-� \�� 1 1. �' '._ f, ILI r r s e f .y <E M, < r •w .' e'..i.;e.!�, �` :� �l`+�y. ,.fi }i ` e ` er : r. off 19 i/ .✓+l t :._ 1� �y�'y `�' 771f)fv � { J . �j- - s. . \ ,i.. ..w„��,'h ":: �.��'• 4• _.. .lr S"..,• �e�ff, t •m..� � •'� � � `� ,1 1`r` • ii 1 (t,�i ` ! � •"w , .°jtw �3.• r%•! • aJ �A � �,•��, w� >t.�.s`�'� ' Ir r, .`I fig'` ��```• r' .` �� r ¢ oy • 1 F r. �� - -,.L ,\►z1 • ` S,C� ,y.�+y.�/A,�, \'sir �x;i�,•,''�_ y• ..�. ,r,t " ��.* a � ' ►♦ .� �•!. ♦�*.� . . r ,M/•. +- 1 T 1 .y, :�i C -. ♦• +1^1. -�, / ilk � c '} t ,,. t 1 e �• .(��. —" `'` I 1 t 1 l s•• +•'� !• ��'` _ Imo!+.`, x r.1,�1. � � � �. � � �/ �\F � , � r":1 .'! ► . '� c ( �, :�` .�• '• .� �~• � `•`` t 1dl St J ,��f�.. 1>p• v w: `r1 ',r't \ ► t.. c It OTICE OF HEARING -ol 00 Of Im � ` • � � * so c L•";1 :.4' "wq wm, ff `�t% , . � . 'ti�j.� tip► cinmWepwooft sop" I It AL On ♦ ' P FVoo L \ " tw v r. - '�`• • , �, O PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: 5�'11-� 1 a 0- �A l;l4N. Mc. unix, 1 �(2� M �� Lave -J i C4c)�QF,- MY, 0';5- STATE OF NEW YORK COUNTY OF SUFFOLK residing at 2(S 7hSl-1 W C LA PJ1Z , ibov—i O-C-D N Y. 97 f _,being duly sworn,deposes and says that on the Z611 day ofr-L , 20_E, 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 MAWRETURN RECEIPT. Sworn to beforethis o CONNIE D. BUNCH Day of Z�e 20J�L_ Notarl Public,State of Now York No.01 BU6165050 Qualified in Suffolk County `� y ` ' � commission Expires April 14, � Q i Notary Public PROOF OF MAILING OF NOTICE ATTACK CERTIFIED MAIL RECEIPTS Name: Address: 5c l M-it- L 0 00— 10 N — `7 �fk(y Comof-( cW 9'7-16 (o2- STREET STATE OF NEW YORK COUNTY OF SUFFOLK , residingat 2(0 :T. A& 1NEL L Nrc SC)VT140Lj� �r i (9?( , being duly sworn,deposes and says that on the Zar` day of SEL ,20]rd , 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 5>d,I oma® ,that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. D Sworn to before e this Day of 20D _ �• �c e®NiviE D.l3oJNcH � Nota-rTPubhc Notary Public,state of NowYork No.01 BU6185050 Qualified in Suffolk County Commission Expires April 14,2-�) PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: S c-i(moi IM l o o O_ t b t-( - 8- 1 �u a�+l\t� 29616 VAN Aid�� ( �E_. STATE OF NEW YORK COUNTY OF SUFFOLK it ii Q, Kizer , residing at LANE SOV 1 140dS /I q r ,being duly sworn,deposes and says that on the day of_ )�IzL , 20 A , 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 5a v W aL,p ,that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. i Sworn,to before��m- ethis�11d Day oQQCl 20 CONNIE D.BUNCH �Dl �� u_ (}jam trot rl No.Public,1Uate of 50 York - 'T' 1'�t�°LW i �o.o�l��u61a5o�o Qualified in Suffolk County Notary Public Commission Expires April 1 4,2_P_)�Q PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: 5 C i M /0 00 — 201 LI ZAgETM 1�)OW�A5 /d�� I Aso-tk ks N l l S STATE OF NEW YORK COUNTY OF SUFFOLK i�P-1zT L VQAL- residingat z6S XASM)NIC LANF- So-.t Ro" being duly sworn, deposes and says that on the Za day of N .20 /8, 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 ,5cn L OoL-& ,that said Notices were mailed to each of said persons by CERTIFIED MAIEIRETURN RECEIPT. Sworn,to before me this cel Day o Q. 20 ) CONNIE D. BUNCH Notary Public,State of New York No.01 SU6155050 Qualified in Suffolk County� i Commission Expires April 14,2 Notary Public ® Lr) Er Ln Iru �O .• Er . . . .COru „ �CUTCHOGUE r--NYi 11"99 ! , IIru ILITTL'E`NECY, �!Y/113`b2z� I_ !; f ' •: o Certified Mall Fee $3.45 0971 -s 0971 t f) Certified Mall Fee %D971 / Extra SeNloes&Fees(check box,add ree a r ate) �pp p,r C3 7r, ' a $ c �� ~_\ A`� �V I - 0 Extra Services&Fees(check box,add fee .r glee \✓, Return Receipt(hardcopy) $ )..)- ) `•,J �--� �(1 ` Q V ,Return Receipt(hardcopy) $ ❑Return Receipt(electronic) $ �( (�� O� I� ? a i .� Postmark \ O ❑Return Receipt(electronic) $ o � ❑Certified Mall Restricted Delivery $ d_y�l_I!�_ Here \ c+ , Here `�� ❑Certified Mail Restricted Delivery $ 1! 0 ❑Adult Signature Required $.�tir__rli_r - �r o I []Adult Signature Required $_ ,w ❑Adult Signature Restricted Delivery$ "� �, ❑Adult Signature Restricted Delivery$ rUPostage $1.�? Q� � I O Postage- 1 -0 ostage ,� �i I ..o X1.4. 1 Total Postage and Fees ' fU $ �7�� 2 2 7r��'°� � Total Postage and Fees � � )� s , $ $7.6� N Sent To f S To -"Od�A �EF.Am t�i�g��p � dcHa.�s � i"�A��(ANc�t ---------------o Stre4ye��ta�lnd Apt�,Nco.,or PO Box Nq, ® p ��ln P L1 A! T 1'__/G® r'l X�Ta. i -p--1 U I'`- SfrLt l_�AI_�No o-,-or PQ(Box 7Z-h N tS\ ----A V G CII State,ZIP+46 �l (� C t} tate,ZIP+4� a 0 a cN �� 119�� C LP►Sa O�1 i�l`/ I l 3�2 RECEIPT ® — 0 COm< • 11-' 4 A �O E" '' CUTCHOGUE Y-44Y,i 1{1�935 ;•F;=,t. u c 1�� -. '( if i`::� f;.x \..�f (� U ti.% i �._.— fiI DGEWOI�D► NY 11 �!j >� ( 1Ji t u7 Certified Mall Fee ru x(971 $ 3.4� __C(471 Ln Certified Mad Fee 3 4`t 3 �. !'-"/—'^�'rt Extra Services&Fees(check box,add lee a r nate) �� i �' 0 $ b��! 1 J 14 Return Receipt(hardcopy) $ Extra SeNloes&Fees(check box,add ree a '-;ate) �i '� ; C3 I� , ieturn Receipt(hardcopy) $ s, El Return Receipt(electronic) $$I I-III-OCL— /-,, POstmafk `�--' t [3 $0 00— POstmaf ❑Certified Mail Restricted Delivery $ $0.00 C�� H26`2-91V- r3 fe 0 F-1 Return Receipt(electronic) $ �— ® �� 0 - -- �I® r��1 q - ❑Certified Mall Restricted Delivery $—,p, T fz�— Her C3 ❑Adult Signature Required $ U ( G 0 E]Adult Signature Required $_ - }�--- I"^ ('�� ❑Adult Signature Restricted Dert�lvery$ Y�- - ❑AdultSignatureRestrictedDetivery$ I (�U\7 te � Postage $i.42 O Postage �°y9 e77 $ �'�, p ru N Qi1.42 27, /•/i Total Postage and Fees '0v I Total Postage and Fees *'J4<! $ $7.62 $ $7.62 N Sent S ntTo 3lc.L P� o l_lZ-A GEi l � �OWIVS I O - ---------- Streit d -moo.or O B z do---------------------------------------------------- I a 6p y �MC)4�- = -' a ----------- r` OS e_et and Apt No,or P Box No -� ------------------------------------------------------------------- 4 Ci tate ZIP+4°� tY I __r_ f' v — I; ary,sriea�� 1 - I -- PROOF OF MAILING OF NOTICE 1 ATTACH CERTIFIED MAIL RECEIPTS Name: , e 0,C) Celt7� Tie 11/awn `. . CP 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 4 Day of , 20 i Notary Public 01 SENDER: COMPLETE • COMPLETE THIS SECTIONON ■ Complete items 1,2,and 3. A. nat ■ Print your name and address on the reverse 13 Agent, so that we can return the card to you. X 13Addressee ■ Attach this card to the back of the mailpiece, B1 ceived by(Printed Name) Date of Delivery or on the front if space permits. i (,�,�P\ _ _is 1. Article Addressed to: D. Is delivery address different fro". f]yos —TO"14 XE FFA ,l,C„Q 0 I41 1 1�11 If YES,enter delivery address bel. COICAAO4vE_ ' Ny, 1193 ' II I IIIIII IIII III II I IIII I II I I I it I III I illll III 3. Service Type ❑Priority Mail EXpress(D El Adult Signature 11 Registered Mailrm ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted 9590 9402 3554 7305 8051 75 ❑Certified Mail® Delivery ❑Certified Mail Restricted Delivery 0 Return I-elpt for ❑Collect on Delivery Merchandlse 2. Article Number(Transfer from-sxv ra%/,an —Aect on Delivery Restricted Delivery ❑Signature confirmation- ?01? 2620 0000 0052 8895 lured Mail ❑Signature Confirmation lured Mad Restricted Delivery Restricted Delivery ver$500) P_SFnrm $j_t,�v n PSN 7AS0_n9-nnn-pnSR Mmoc+,c_Bnf.,m_Qe e:n+ • P oj;��ECTION COMPLETE • ON DELIVERY ■ Complete items 1,2,and 3. A. Sig atureo% ■ Print your name and address on the reverse '�� 13 Agent so that we can return the card to you. x ' /� C—r��19-A essee ■ Attach this card to the back of the mailpiece, B. Re&v6d`by/(9d9t_ed7Taeef C. Date Pf Delivery or on the front if space permits. I / 1. Article Addressed to: D. Is deliver)/address different from item 1 1 Yes 10101-�5 r At4 j� If YES,enter delivery address below: ❑t No �Qi Uct L sTc7�1 ' f�1`(. 11 a(o II I IIII IIII III I II I IIII I II I I I II I II I I I I II I III 3. Service Type` ❑Priority Mail EXpress(D ❑Adult Signature ❑Registered MaiITM ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted 9590 9402 3554 7305 8052 12 ❑Certified Mail® Delivery ❑Certified Mail Restrictid Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise r�Aaii - ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmationTm MailSnature 7 017 2620 0002 0052 8925 -d Mad Restricted Delivery ❑Restricted Delivery Confirmation 9, COMPLETE i ■ Complete items 1,2,and 3. A. toature ■ Print your name and address on the reverse X ,,' ' 9 ll�u 13 Agent so that we can return the card to you. lt' d r1 essee ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Da e f elivery g or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? 0 Ye t, L I ��N S If YES,enter delivery address below: ❑No (6 N N'�-o t1 hs?—WE II I IIIIII IIII III I II I IIII I II I I I II I III I I II I II III 3' Service Type ❑Priority redd Express® ❑Adult Signature 11 Registered MaIITM ❑Adult Signature Restricted Delivery ❑Registered Mad Restricted" 9590 9402 3554 7305 8051 68 11 Certified WHO Delivery q Certified Mad Restricted Delivery ❑Return RecelptforEl Collect on I - ' n...^ie ne.mr o,rrr� �s nfrnm c.roirn iahAO _ _ _ Merchandise ❑Collect on Delivery Restricted Delivery 13Sig Signature ConfirmationTM I) I Mad ❑Signature Confirmation 7 017 2620 0000 0052 8901 I Mail Restricted Delivery Restricted Delivery 00) PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt �� NUTILL: Uim HtAKING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: SCOTT & SUSAN AMBROSIO SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish existing one-story residence; existing foundation to remain and be raised approximately 2' in order to meet FEMA elevation requirements; extend foundation approximately 10' landward; construct a proposed 34'1"x34' two-story dwelling with 34'1"x2'10.5" front porch; raise existing 30'8"x22' waterside patio approximately 2' and modify/lengthen existing 7' wide steps to ground off patio to accommodate new height; remove existing outdoor shower and construct a 4'x10'6" outdoor shower with two (2) new steps to grade; abandon existing septic system and install new septic system on the landward side of the dwelling; add 900 cubic yards of clean fill landward of dwelling for the proposed sanitary system; move existing 8'4"x12'3" shed closest to the dwelling approximately 7' landward; replace existing wood tie planter with new 3' wide by 28" high wood planter around waterside patio and re-vegetate; install a raised 4'x8' platform for two (2) A/C units on westerly side of dwelling supported by a 12" sona tube on an 18"x18"x12" concrete footing; install gutters to leaders to drywelis to contain roof runoff, and install a line of silt fencing prior to and during construction, as per Chapter 236 of the Town Code — Stormwater Management. Located: 1940 Mason Drive, Cutchogue. SCTM# 1000-104-7-16.1 TIME & DATE OF PUBLIC HEARING: Wednesday, January 16, 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 E ' ,NUTICE 01= HEARING 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: SCOTT & SUSAN AMBROSIO SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish existing one-story residence; existing foundation to remain and be raised approximately 2' in order to meet FEMA elevation requirements; extend foundation approximately 10' landward; construct a proposed 34'1"x34' two-story dwelling with 34'1"x2'10.5" front porch; raise existing 30'8"x22' waterside patio approximately 2' and modify/lengthen existing 7' wide steps to ground off patio to accommodate new height; remove existing outdoor shower and construct a 4'x10'6" outdoor shower with two (2) new steps to grade; abandon existing septic system and install new septic system on the landward side of the dwelling; add 900 cubic yards of clean fill landward of dwelling for the proposed sanitary system; move existing 8'4"x12'3" shed closest to the dwelling approximately 7' landward; replace existing wood tie planter with new 3' wide by 28" high wood planter around waterside patio and re-vegetate; install a raised 4'x8' platform for two (2) A/C units on westerly side of dwelling supported by a 12" sona tube on an 18"x18"x12" concrete footing; install gutters to leaders to drywells to contain roof runoff, and install a line of silt fencing prior to and during construction, as per Chapter 236 of the Town Code — Stormwater Management. Located: 1940 Mason Drive, Cutchogue. SCTM# 1000-104-7-16.1 TIME & DATE OF PUBLIC HEARING: Wednesday, December 12, 2018 — 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 Town of Southold LWRP C NS.ISTENCY ASSESSMENT FORINT 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 " ro osed actiL11 'Will be evaluated., as .to its si Wfieant` beneficial and,adverse.effects u poll the coastal area" which includes7A ofSbut'hold"T6wn . 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 answe-v must be ex lainM in detail, listin' :both seg ._ b tin ""anrl non siagportin "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# r - _ or C PROJECT NAME e—e The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board El Building Dept. ^UyBoard of Trustees L�: 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital El construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: 17, �5��- P Location of action: Site acreage: Present land use: Sit b¢ Present zoning classification: (� 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: SO r �� 472sic-:� (b) Mailing address: c5; 1 1'73 (c) Telephone number:Area Code (d) Application number,if any. ZVI - Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No If yes, which state or federal agency? C. ]Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Rest Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion., DEVELOPED ed"T POLICY Policy I. 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 LVVRP Section III—Policies; Page 2 for evaluation VY.eriteri., ❑ No ❑ Not Applicable Attach additional sheets if necessary - Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section M—Policies Pages 3 through 6 for evaluation criteria 11 'Yes 11No [ Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes,0 No 0 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 I I—Policies Pages 8 through 16 for evaluation criteria Yes ❑ No 1:1 Not'Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section In --Policies Pages 16 through 21 for evaluation criteria 9-`Yes 1:1 No Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the 'Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes F] No[C. tot Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. No ❑ .riot 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 LNVRP Section III—Policies; Pages 38 through 46 for evaluation criteria. �/ YeO No U Not Applicable Attach additional sheets if necessary WORIKING COAST POLICIES Policy 10. Protect S'outhold's water-dependent uses and promote siting of new water-dependent uses in suitable locations;Not e L Section III--Policies; Pages 47 through 56 for evaluation criteria. Yes [:j No Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living urine resources in Long Island Sound, the Peconic Estuary and 'Town waters. See L Section III—Policies; Pages 57 through 62 for evaluation criteria. E Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the 'Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No u Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LVVRP Section III--Policies; Pages 65 through 68 for evaluation criteria. Lj Yes ❑ No ❑ Not Applicable PREPARED BY 'TI'TLE � �- DATE L0