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TR-9355
Glenn Goldsmith,President ' " a`, Qf So(/�y Town Hall Annex A. Nicholas Krupski,Vice President ,`OOl0 54375 Route 25 P.O.Box 1179 John M. Bredemeyer III [ Southold,New York 11971 Michael J.Domino G @ Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 18, 2021 William & Joan King 770 Old Salt Road Mattituck; NY,-11952- - RE: - 770 OLD,SALT ROAD, MATTITUCK SCTM#,1000-144-5-14 Dear Mr. and Mrs. King: The-following action was taken by the Southold Town'Board of Trustees at their Regular Meeting held on Wednesday-.,.fiorV 1 -,,2021:-_-1: ._%,- -RESOLVED,-that-the'Southold,Town Board'of Trustees APPROVE the request,for a ,Transfer of Wetland-Permit#9355 from Old Salt Road, LLC to_William'&.Joan King, as issued on-November 14, 2018 and Amended on February 13, 2019. Any other activity within 100' of the wetland boundary requires a permitfrom this office. This is not a'determination from any other agency. If you have any questions, please contact our office at (631) 765-1892. Sincerely, 41enn-GoIdsmith, President-"' Board of Trustees GG/dd Glenn Goldsmith,President �QF S0(/lTown Hall Annex A. Nicholas Krupski,Vice President ,`O �l0 - 54375 Route 25 - _ P.O. Box 1179 John M.Bredemeyer III 41 Southold, New York 11971 Michael J.Domino G Q Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 �y�0UNT1�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 18, 2021 Old Salt Road, LLC 18 Fillmore Place #2 Brooklyn, NY 11211 Attn: Winston Ely RE: OLD SALT ROAD, LLC 770 O'LD'SALT ROAD, MATTITUCK SCTM# 1000-144-5-14 Dear Mr. Ely: The following action was tal4ir 6-j iji- �;Southol �Town=B6, of Trustees ,at their Regular -Meeting held-on Wednesday, Februaiy=17`;2021: - RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9355 for an "as-built" 879sq.ft. raised.bluestone patio on waterside of house with a 27" x,16'3" outdoor BBQ 36" high in lieu of permeable stone patio; and-a 5'x6' outdoor shower located on southem.and of raised wooden deck; and as depicted on the site plan prepared by Sisul Consulting Engineering ' i PLLC, dated February=3, 2021.and stamped approved on February 17, 2021. 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, 11 � Glenn Goldsmith President, Board of Trustees GG/dd LEGEND NOTES CONTRACTOR TO EXISTING WD.FRAMED WALL 1•THICK BLUESTONE PAVERS SET 1"THICK BLUESTONE PAVERS SET VERIFY ALL ON BLUESTONE DUST AND 3/4" , ON BLUESTONE DUST AND 3/4"0 DIMENSIONS AND FIELD NEW WD.FRAMED WALL 1)EXISTING BUILDING HAS CRAWL SPACE AND MINOR EXPANSION OF LIVING AREA TO BE SAME STONE BASE STONE BASE EXISTING WD.FRAMED WALL WITH NEW 2)EXISTING DRIVEWAY ASPHALT. PROPOSED DRIVEWAY TO BE PEA GRAVEL WITH BELGIAN BLACK CONCRETE BLOCK FROST WALL CONCRETE BLOCK FROST WALL CONDITIONS. WD FRAMING TO ACHIEVE STANDARDAPRON TO MATCH NEIGHBORS TO CONTAIN 3/4"STONE DRAINAGE TO CONTAIN 3/4"STONE DRAINAGE 2X6 WD FRAMED WALL RESEVOIR BASE RESEVOIR BASE SOD 6"HIGH BLUESTONE TREAD 3)IMPERVIOUS LOT COVERAGE ARE AS FOLLOWS UNLESS OTHERWISE STATED ON SURVEYOR'STOPSOIL PEA STONE PATH ® WINDOW DRAWINGS: UNDISTRUBED SOIL FILTER FABRIC •Decks–281.62 square feet(outdoor shower deck and front deck combined) 2 3/4•STONE BASE q�p DOOR •House_2,234.34 square feet W E DEVELOP Elevated - e_409.15 s feet — — — J' — — — 1 — — H:=;r r UNDISTURBED SOIL •Elevated Rear Stonee Pa Patio_878.98 square feet SUMMARY III=1111=IIII-IIII III--� — 1 - III IIII IIII IIII IIII—IIIk -IIII=IIII= =IIII=IIII=IIII, , IIII=IIII=IIII=IIII=IIII=IIII= =IIII=IIII=IIII `�' APPROVED DBY SINK LOT=15,855.9 SQUARE FEET "' III=IIII=IIII—IIII F- - IIII—IIII„ 20%=3,171.18 SQUARE FEET IIII=IIII=IIII.,,, M I=IIII = =IIII=IIII-IIII= TOTAL LOT COVERAGE AS PROPOSED=3,804.09 SQUARE FEET(24%LOT COVERAGE) EAR STONE PATIO TYP.PERIMETER SECTION DETAIL ��� N-W PATIO STEP SECTION DETAIL ,BOAZD OF •f RUSTE ES TOILET Remaining lot coverage Over by 632.91 square feett'-0^ TOW q OF SOUTHOLD SHOWER - DATE kPAN 17 2-oz-11 TUB PERMEABLE PLANTER 2"THICK A/C COMPRESSOR PAD I � CLOSET I �F WOODEN ELEVATED DECK N I m moi" � I N I � K En9meeraf Retold I I ON-GRADE PLANTER Matt Slsul PERMEABLE ON-GRADE STONE I \� PAVERS 1100 ANEW Y rT_________------------------____________ _1 SIS # IIII 1 V e PERMEABLE PLANTER:� I I s tall ,µ ti PERMEABLE ELEVATED STONE SLAB PAVERS ON-GRADE y- --- N ,. 09495 Ei f_ty, V STONE PATIO L-J IN F F_EL_EV '''7 z IMPERMEABLE ELEVATED I a I pl _ y� PERMEABLE PLANTER WOODEN DECK I 10-3" ice/ "3 r j I I IIP 10 2 I IPI 2 PLANTUP FLUSH ER PERMEABLE ON-GRADE PERMEABLE PLANTER I 1 F F ELEV_ III W/PATIO N U S I S U L C 0 N S U L T I N G PEA STONE PATIO O I 1 I — s III F F ELEV_ PERMEABLE PEA e I 11 2' — ;��' RAISED SISUL CONSULTING ENGINEERING;PLLC; GRAVEL DRIVEWAY e I I 10 7 PATIO,SEE W MATT SISUL I ZBA n 225 52ND STREET, I I VARIANCE Q L.� WEST NEW YORK,W 07093 L I I APPLICATION = y9,: T:917-445-6231 MATTSISUL@GMAIL.COM r T I ON-GRADE BELGIAN BLOCK _ I #7453 DATED U) APRON =----- — '�-- --- 1-27-2021 q J p —r /L',' =p;; a WINSTON ELY ;i -- ON-GRADE o, N 33 FLATBUSH AVE.,6TH FL., PLANTER N W ` BROOKLYN,NY 11217 I `� f•—�—t— -- ----t—J— Z W T:347-236-0141 we @wedesl n c.com '4 I I I m eWILLIAM&JOAN KING Q v N 770 OLD SALT ROAD,MATTITUCK,NY 11952 I I �1 g ;{1 (c)(860)798-7272 I E- V w&Ina@ 17small tom --- I D O I s`\ `-� FF ELEV- •,w..+r". D tT 10 T 770 OLD SALT ROAD HOUSE ` -- ----------- F F ELEV if c n 107 n 770 OLD SALT ROAD FEB y 36-8 7/8" " " = 3 2 MATTITUCK,NY 11952 r =�1 ON-GRADE BELGIAN I 6'-0" —♦i UP s, BLOCK APRON I UP UP UP 'OF2ELEV �--- DISTRICT 1000 ` I 23'-1" > ^ SECTION 144.00 I FF ELEV BLOCK 05.00 Southold Town Eo PERMEABLE PLANTER PERMEABLE PLANTER i — N OUTDOOR SHOWER I i ——— LOT 014.00 PERMEABLE PLANTER— Board LANTER I ENCLOSURE /i 9T . Board of Trustees ? PERME BLE PEA I PERMEABLE PLANTER i < GRAVELWALKWAY I i "' SITE PLAN_PERMIT#9355 + 16'_3• ELEVATED OODEN 1 �`�—F F ELEV._ i OUTDOOR BBQ W/36" , DECK 9 T TALL COUNTERTOP i 9SEE SHEET FEBRUARY 3RD,2021 I - 1 i SITE PLAN_TRUSTEES PERMIT#9355 A-120.00 100'-0" 8 OF 4 DiSalvo, Diane From: Goldsmith, Glenn Sent: Wednesday,July 15, 2020 11:22 AM To: Hagan, Damon Cc: DiSalvo, Diane Subject: 770 Old Salt Road Damon, Below is the proposed email I intend to send to Winston Ely regarding his pending application for 770 Old Salt Road, Mattituck. Please review and let me know if this is okay to send. If so, Diane can you please forward this to Winston Ely? Thanks! Glenn Winston Ely c/o Old Salt Road, LLC 770 Old Salt Road, Mattituck, NY 11952 SCTM#: 1000-144-5-14 Mr. Ely, Regarding your request for an Administrative Amendment to Wetland Permit #9335, we are unable to proceed with your request at this time. There are some ongoing issues with this parcel that will require further review of the entire Board of Trustees before we can proceed: 1)The previously approved "on-grade" rear patio needs to be on-grade. The current configuration does not constitute on- grade and needs to be rectified. Your proposal of one-half cubic yard of fill will not suffice in bringing the current patio in line with an on-grad" patio. The entirety of the patio will need to be on grade, with new,plans submitted showing an appropriate amount of fill, with dimensions of where that fill is to be placed. 2)The elevated deck adjacent to the outdoor shower does not match the plans. Until such time as we receive updated plans and descriptions addressing these issues, the Board of Trustees cannot make a determination on your Amendment request. Sincerely, Glenn Goldsmith Board of Trustees, President 1 Old Salt Road,LLC --- I Tricia Martin and Winston Ely ' 725 Island View Lane l{r} + _� Greenport,NY 11944 JUL 10 2020 J Cell:347-236-0141 winstonely@gmail.com Diane DlSalvo Southold Town Trustees Town Hall Annex 54375 Route 25 P O.Box 1179 Southold,NY 11971 (631)765-1892 (631)765-6641 Date: July 9th,2020 RE: Letter supporting our Administrative Amendment dated 3-9-2020 Dear Southold Town Trustees, We are writing in response to a request for clarification on'how we intend to perform the landscape re-grading outlined on our amended application drawing that would bring a portion of the waterside stone patio flush with the surrounding yard and therefore Into compliance with the Trustees Administrative Amendment application and additionally into compliance with the Southold lot coverage limit of 20% In order to transform the areas on the elevated patio,Indicated on the attached plan,to become flush with the surrounding grass yard we will •Tarp will be placed in the driveway,topsoil will be delivered on top of the tarp •Landscapers will temporarily remove approximately 6'of grass turf from the affected areas and store for reinstallation •Landscapers will bring to the rear of the site,via wheelbarrow,approximately 7 loads or less than 1/2 cubic yard of clean topsoil •Topsoil will be placed from 0"on the waterside of the removed turf ending 1"below the stone patio finished elevation, a total rise of approximately 5"approximately •Turf will be reinstalled over the"feathered"topsoil and all tools and tarp removed •Additional mulch will be brought-In using similar methodology to bring the affected planters flush with the stone patio We are requesting approval of our Trustees Administrative Amendment. Sincerely, Tricia Martin and Winston Ely Old Salt Road,LLC Members Old Salt Road, LLC 1 726 Island View Lane, Grenport, NY 11944 1 347-236-0141 1 winstoneiy@cimail.com f® 14 W e Michael J.Domino,President �Spf Town Hall Annex John M.Bredemeyer III,Vice-President '`� l0 54375 Route 25 Glenn Goldsmithl [ P.O.Box 1179 Southold,New York 11971 A.Nicholas Krupski G Q � p Telephone(631)765-1892 illiams CDUM`1, Gre WFax(631)765-6641 g �y �� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 13, 2019 Old Salt Road, LLC _ 507 Clinton Avenue#1 Brooklyn, NY 11238 Attn: Winston Ely&Tricia-Martin RE: OLD SALT ROAD, LLC 770 OLD SALT ROAD, MATTITUCK SCTM# 1000-144-5-14 Dear Mr. Ely & Ms. Martin: The following action was taken at the Southold Town Board of Trustees regular meeting held on Wednesday, February 13, 2019: RESOLVED, that the Southold Town Board of Trustees APPROVE the request for a Transfer of Wetland Permit#9355 from Joan O'Leary to Old Salt Road, LLC, as issued on November 14, 2018; and BE IT FURTHER RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9355 to demolish the entire existing dwelling in lieu of constructing additions and alterations to existing dwelling with proposed new construction dimensions to remain the same as originally permitted; and as indicated on the site plan prepared by We Develop LLC, dated December 20, 2018, and stamped approved on February 13, 2019. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please contact our office at (631) 765-1892. Sincerely, A f� Michael J. Domino, President Board of Trustees MJD/dd J � S.C.T.M. NO. DISTRICT. 1000 SECTION: 144 BLOCK: 5 LOT(S): 14 F 0E << E OCT — zoos SALT LAKE LANE Southold Town Board of Trustees DWELLINGS w/PUBUc WATER --150'-- U.P. - _ WATER MAIN ,- . ,APPROVED BYNth - S ' OLD SALT ROAD _.._ W.V.. � S 79 05'00"W 75.00' 1�'� BOARD.OF 1 RUSTEES MON.0.8.0 TOWN 7 7,* W.M i= 5'MIN EL R9 1a EXP DATE. .Noll 4j ..Zo LOT z to '� O I� p PROPOSED (�C� O• DW�N LP 4 BEDROOM SYSTEM sLP LP 1250 GAL S.T. LOT 3 (6)2'DEEPx8'0 LP. -�-150• a4•Ci I µ c O LP �I EL CONC.APRON � N I IXISi� ti:ti EMN DECK &T. PON OFbONW,GGARAGE TO�� m I -1 9 o I IFAN—Our 1 EL 8.5 LOT 4 PROP.PERVIOUS BAICJ( 4. ;.�\ \` DWELLINGS fWIRiVAY 25. 3.��3 �' �i z W/PUBUCWATER :::1 ���i {ti:�•::•::::ti:'•\i\ p 150 1'ExISl1NG9.2 EL i\ ROPOSED LOT COVERAGE 1 SIY MW,-*--,---,----':" i\ tAS PER WE DESIGN WE BUILD) ; DwauNG :::: ' \ D�7QiCSWARf $ DECKS, PORCHES & OUTDOOR SHOWER: 256 S.F. TO BEAfl04)CNFD a %•:;: ;:.;:;.:. t' FFT 112:::::r;rr::\� B100M HOUSE: 2.273 S.F. AND YrIH CLEM CCIpiSE � GARAGE: 415 S.F. TOTAL PROPOSED COVERAGE: 2944 S.F. or 18.6% ArM— EL 8.5 �� �\ + \ ; ; �� LOT AREA: 15855.9 S.F x 207.=3171 S.F. ol iiiiii!�ii���'i�ii'�iiiiis'� iii EL 8.44.8' ELEV. 8.5 :';%:::'�%�:!j'.' :PFfMOiS�C���;SS; DR BROWN TYPICAL CLEAN OUT �' . ' OL DY LOAM 1.0' EL B.5 SLATE OR o w BROWN SUITABLE CSTOPPER END ILL. 9119 L --- OR PLUG � c J--- — EL 9.7 0 SM OAMY SAND 2.2' / o _ M BE ROM PALE 30' ELBOW A ZONE x u MEDIUM 3.3' 60' WYE .. EL 8.6 FLOOD ZONE BOUNDARY 0.8.8 .� SP SAND _-- - —-—=-- - 7OVER - - W7 -;_ --- --• __ ZONE-VE-(EL e)-- ^- FLO W-F ----- --` SMIYE SPLASH AREA —HIGHEST EXPECTED is �CONO. SEA WALL WATER 'GROUND WATER S 79005100"W a 100.00' '' VINYL C—LOCK PINS EL 2.0 HW AT BULKHEAD BULKHEAD BROWN , MEDIUM 6.0 GREAT PECONIC BAY &1D GRAVEL FFL 112 Cover to grade if drop"T"is AUG 28, 2018 used on inlet Locking cast-iron K. WOYCHUK LS CLEANOUT GRADE 9 2 cover to grade GRADE B 5 1 Chimney e 20 Min 20" Mtn Locate drop"T"under access Z (7 5) opening for maintenance ' v Inlet , House Ime (7 25) o, �: au a 123 EM M9 U EJU 2M EM ®®90 (7 46) rota ® ®®a o i C=1 cm m go Mo.4"dim SDR 35 pipe• ,p (6 75) (6 67) ® ®m m p or equal Pitched 1/4"/R Flow e a Baffle m N5n 4"die SDR 35 Leaching Pool(typ) f0' min C1 ' pipe of equal Pitched 1/8"per foot j 3'collar Bottom of ' 8' min Back fill material to be �}} Septic Tank 8' DIG, clean sand&gravel Y EL(242) l 1250 GAL PRECAST ST ®®a a • t� tmmeo . _ Ak ® f3®00 Bottom ofLeachin Pools ® ® ®®mo N HIGHEST EXPECTED WATER EL 2.0 REVISED 09-25-18 Sanitary Cross Section THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA71ONS SHOWN ARE FROM F7ELD OBSERVA77ONS FIRM MAP#36103C0482H AND OR DATA OBTAINED FROM 07HERS AREA: 15,855.9 SQ.FT. or 0.36 ACRES (TO BULKHEAD) ELEVA7701V DATUM: NAVD8B UNAUTHORIZED AL7FRA77ON OR ADD177ON TO 7HIS SURVEY IS A VIOLA77ON OF SEC770M 7209 OF THE NEW YORK STAID EDUCA77ON LAW. COPIES OF WS SURVEY MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS71TU77ON UST ED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS77TU770N, GUARAN7E'ES ARE NOT 7RANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE NOT 1N7FNDEO TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL STRUC7URES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUCMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT 7HE TIME OF SURVEY SURVEY OF: LOT 3 CERTIFIED TO: WINSTON ELY; MAP OF: SALT LAKE VILLAGE TRICIA ANNE MARTIN; FILED: MAY 10, 1940 No.1310 FIDELITY NATIONAL TITLE INSURANCE CO.; SITUATED AT. MATTITUCK TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bos 153 Aquebogue, New York 11931 FILE # 18-112 SCALE: 1"=20' DATE:AUG. 28, 2018 PHONE (831)298-1588 FAX (831) 298-1588 N.Y.S. LISC. NO. 050882 maintaintaa the records of Robert J. Hennessy & Kennett =•tychuk I Michael J.Domino, President 0f SOUTy� Town Hall Annex John M.Bredemeyer III,Vice-President �� l0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski Q Telephone(631)765-1892 Greg Williams �� Fax(631) 765-6641 y�UUNNI BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 13, 2019 Old Salt Road, LLC 507 Clinton Avenue#1 Brooklyn, NY 11238 Attn: Winston Ely &Tricia-Martin RE: OLD SALT ROAD, LLC 770 OLD SALT ROAD, MATTITUCK SCTM# 1000-144-5-14 Dear Mr. Ely & Ms. Martin: The following action was taken at the Southold Town Board of Trustees regular meeting held on Wednesday, February 13, 2019: RESOLVED, that the Southold Town Board of Trustees APPROVE the request for a Transfer of Wetland Permit#9355 from Joan O'Leary to Old Salt Road, LLC, as issued on November 14, 2018; and BE IT FURTHER RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9355 to demolish the entire existing dwelling in lieu of constructing additions and alterations to existing dwelling with proposed new construction dimensions to remain the same as originally permitted; and as indicated on the site plan prepared by We Develop LLC, dated December 20, 2018, and stamped approved on February 13, 2019. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please contact our office at (631) 765-1892. Sincerely, f� Michael J. Domino, President Board of Trustees MJD/dd CONTRACTOR TO VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. 1-77OLD SALT ROAD MATTITUCK, NY 11952 WEDEVELOP DRAWING LIST ARCHITECTURAL STRUCTURAL 000/100 PLANS PROJECT DATA SYMBOLS AND ABBREVIATIONS 5-100 NOTES A-000 COST FLOOR S-101 DETAILS PARCELSCTM NUMBER A-100 FIRST FLOOR DEMOLfTION PLAN f W DOOR NUMBERS A-110 FOUNDATION PLAN S-111 FIRST FLOOR FRAMING PLAN DISTRICT 1000 A-111 FIRST FLOOR PLAN S-112 SECOND FLOOR FRAMING PLAN SECTION 144 S-113 BLOCK 5 A-112 SECOND FLOOR PLAN S-114 ROOF FRAMING PLAN LOT 14 too WINDOW NUMBERS A-113 SECOND FLOOR ATTIC PLAN A-114 ROOF PLAN A-120 SITE PLAN MECHANICAL FINISH FLOOR ELEVATION 112 A-121 STORMWATER MANAGEMENT PLAN • BENCHMARK ELEVATION 85 A-122 SURVEY WITH SEPTIC DESIGN M-1 - ELOOR ARFA. WALLTVPES 200 - M-2 1ST LEVEL 2,380 square feet M-3 2ND LEVEL. 763 square feet 1 M-q TOTAL= 3,143 square feet M-5 4 A36 2 ELEVATION 300 - SETBACKS FRONT 35' 3 REAR 35' ELECTRICAL SIDES 10 MIN W/COMBINED 25'MIN O SINGLE ELEVATION 400 EXTERIOR ELEVATIONS El APPROVALS. E-2 •SOUTHOLD TOWN TRUSTEES 11/14/2018 DETAIL KEY A-400 EXTERIOR ELEVATIONS E-3 •NY STATE DEPT OF ENVIRONMENTAL PROTECTION A-401 EXTEROR ELEVATONS E-4 -LETTER OF NON-JURISDICTION 1 1/1 91201 8 II A-402 EXTERIOR ELEVATIONS E-5 •SUFFOLK COUNTY DEPT OF HEALTH SERVICES 12/06/2018 121 WINDOW SHADE A-403 EXTEROR ELEVATONS PROJECT TEAM 500 - DESIGNER 100 ROOM ROOM TAG sJJamesmes Deeeerk05kl WE Develop LLC 600 - (contact Winston Ely) 507 Clinton Avenue#1 Brooklyn,NY 11238 1 347-236-0141(cell) —1 SECTION KEY wely@wedesign-nyo.com c1 700 - STRUCTURAL ENGINEER A-700 REScheck James t ski PE (contact Jimim De Deerkosla PE) 16 LibraryAve Suite C Westhampton Beach,NY 11978 631-774-7355 lamesdeerkoskl@yahoo com MECHANICAL ENGINEER WE DEVELOP LLC,WINSTON ELY A/V CONSULTANT 33 FLATBUSH AVE,6TH FL, BROOKLYN,NY 11217 LIGHTING CONSULTANT T 347-236-0141 wel @wedesl n-n c com GENERALCONTRACTOR OLD SALT ROAD,LLC Golfo Develoyypment Corp 507 CLINTON AVENUE#1,BROOKLYN,NY 11238 G31n3754223(ceollj) (c)347-236-0141 tonygolfo@gmail com WINSTONELY@GMAIL COM manner 770 OLD SALT ROAD HOUSE 770 OLD SALT ROAD -- —' MATTITUCK,NY 11952 i;1,y! r?-� --a •'-__7-N F- i ,i j DISTRICT 1000 SECTION 144 00 BLOCK OS 00 LOT 014 00 AN - 4 20191 I COVER PAGE i _ DECEMBER 20th,2018 A-000.00 1 OF 20 LEGEND CONTRACTOR TO 0 EXISTING WD.FRAMED WALL VERIFY ALL DIMENSIONS AND FIELD TO BEDEMOLISHED THESE WALLS TO BE THESE WALLS TO BE CONDITIONS. LEFT ERECT WINDOWS LEFT ERECT WINDOWS REMOVEDAND REMOVEDAND STABILIZED STABILIZED NOTES ' 1)EXISTING FLOOR DIAPHRAGM TO REMAIN ALONG WITH ANY W EDEVELOP SUBFLOORING 2)MANY WALLS ARE SHOWN AS DELOLISHED DUE TO MULTIPLE PENETRATIONS INTHESE STRETCHES WINDOWS TO BE REMOVED WHILE WALL REAMINS UNTIL LATER DATE 3)ROOFAND ROOF STRUCUTRE TO BE REMOVED ENTIRELY AND WALLS BRACED AS NECESSARY TO REMIAN STABLE r______________________________T-_____—____________________ 4 ALL INTERIOR SURFACES AND INSULATION STRIPPED AND DISPOSED J I oTi—1_.—~' ----- -- J ____ ---------___ OF ALL CABINETRY,FURNITURE,LIOTHING FIXTURES ETC TO BE �I -- ,I 1 I I REMOVED AND DISPOSED OF I , I I q)I C® I I . . HIE)" 11 m 5)TEMPORARY LIGHTING TO 8E INSTALLED THROUGHOUT I -J _-�-� I { ------1 III IIL-R-'JI r APPRUVE Y I I I r I( I I II 11 1 F I L I J -BOARD OF 1 RUSTEES TOWN OF SOUTHOL® ---- __________________ _ "° - \---------- ®ATEI F6wmq 13.,Zo j q I 11 R29 I I I I I II , I II II I I _ I I :1 ---- ----------------------------------------------------- ---- I Tr . I Id` I �� I I I I I I EnBNeer of RecoN I I ��' J Yi j j James Deerkoskl • 11 - I F ----------- J� b I I I II I -- ---- --- ----- -------------- -- - -- -----------------------y-� I I r�- rr— r ---t------------------------ I ,r-'�----- ---'�--�—��— I IIS 1 III I / II I II . I 1 111 � II pl WE DEVELOP LLC;WINSTON ELY I I I I LTJ I I I 33 FLATBUSH AVE.,6TH FL., I I I g l 1 I I I ,�, -__ BROOKLYN,NY 11217 Fri 1 I I `�"' - ,---, - T 347-236-0141 wel @wedesl n-n c com \\ I I IL.1I i{---+q' -y';'`` I I I I I I H I LL, ;';� 31 ? OLD SALT ROAD,LLC f t s 507 CLINTON AVENUE#1,BROOKLYN,NY 11238 (c)347-236-0141 J WINSTONELY@GMAIL COM ____________ __ �! , JAN 4 2019 770 OLD SALT ROAD HOUSE 5 L_• — — 770 OLD SALT ROAD MATTITUCK,NY 11952 REMOVE EXISTING TREE AND \ j`\ %j I j I GRIND STUMP,PROPERLY \\ 1 1 f I ----•--_- - BO'r -f r���"--`�p� —•-- DISTRICT 1000 DISPOSE OF ALL WASTE j11 \;\ 1 t\ j j�' i SECTION 144 00 t \ \�X11 `\i BLOCK 05 00 THESE WALLS TO BE THESE WALLS TO BE LOT 014 00 `\ \\\ \ 1kY i ,� LEFT ERECT WINDOWS LEFT ERECT WINDOWS bsrAe �\ REMOVEDAND REMOVEDAND_ DEMOLITION PLAN STABILIZED STABILIZED TM EMBER/4"=1'-0" EMBER 20th,2018 IM - i 4,1 A-100.00 s 1 2OF20 LEGEND GENERAL FOUNDATION NOTES GENERAL CRAWLSPACE NOTES: WAY,X 3-1/2'X 1'WITH 9 EACH- BARS EACH CONTRACTOR TO EXISTING 8"CMU BLOCK FOUNDATION WAY,REINFORCED CONCRETE FOOTING,SEE VERIFY ALL WALLS W/CONCRETE FOOTING I)TYP ENTIRE CRAWL SPACE 4'WIDE BLOCK-OUT FOR STRUCTURAL DRAWINGS FOR MORE INFO ACCESS TO NEW STEEL STRUCTURAL MEMBER,SEE STRUCTURAL DIMENSIONS AND FIELD 2)EXISTING GRADETO BE LEVELED AND COMPACTED FOUNDATION AREA,TYP DRAWINGS FOR MORE DETAIL NEW 8"CMU BLOCK FOUNDATION WALLS 3)NEW 20 MIL PLASTIC POLYETHYLENE VAPOR BARRIER 46'-6"VIF CONDITIONS. W/CONCRETE FOOTING WITH 6"OVERLAPS AND TAPED SEAMS CONTINUOUS IN 3-1/2'X 3-112'X V WITH 6 EACH-#4 BARS EACH CRAWLSPACE UP TO WITHIN 4"OF SILL PLATE,TYP WAY,REINFORCED CONCRETE PIER,SEE 11 14'-5 5/8"VI STRUCTURAL DRAWINGS FOR MORE INFO 4)CONTRACTOR RECEMMENDED REINFORCED CONCRETE FIREPACE BASE,SEE NEW CAST-IN-PLACE CONCRETE THICKNESS/SPECIFICATION FOR LOOSE CONCRETE"RAT STRUCTURAL DRAWINGS FOR MORE INFO POINT-LOAD PAD SLAB" 5)EXISITNG CMU WALL,INSPECT FOR CRACKS OR — 2'X 2'X V WITH 6 EACH#4 BARS EACH WAY,REINFORCED ------- NEW STRUCTURAL MEMBER DEFECTS,REPAIR AND CAULKISEAL AS NECESSARY FOR r— — CONCRETE PIER,SEE STRUCTURAL DRAWINGS FOR MORE WATER-TIGHT CONDITION,TYPALL CRAWLSPACE I ----------------------------------------- --------- ,77 ---------- , INFO •s„��ae:�. ^;r: ras.,aes ,s• ..-.•.-.e:::�.:,ya;::s:;: I STEEL STRUCTURAL MEMBER,SEE 6)CLOSED CELL SPRAY FOAM INSULATION TO R-19 ENTIRE I ”"" """`""�''"""�'' ""''"'�'"'"""°" ""`�°`"'"�"'"'' �""'`""""" ---- � STRUCTURAL DRAWINGS FOR MORE DETAIL WE DEVELOP it aa... 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BE SUPPLEMENTED AS-NEEDED,INCLUDING FOR ROT STAIR CONTRACTOR TO HOUSE WRAP,TYP ALL EXTERIORS FIRE-RATED WALL SOURCE,TYP �• I � ,� NEW ELEVATED 4"REINFORCED CONCRETE SLAB 4)NEW 1/2"OSB SHEETHING WHERE NECESSARY AND NEW CHROME CLOSET ROD WITH c - 1 { I_' SEAT/FIREWOOD STOAGE AREA WITH PTD STEEL HOUSE WRAPTHROUGHOUT,TYP ALL EXTERIORS PAINTED 16"DEEP HIGH-SHELF v FIREPLACE& ABOVE,TYP ALL CLOSETS I CEILING RIDGE TOE-KICK ® WINDOW 5)INSULATION I NEW 12"X 24"CUT BLUESTONE PAVERS WITH CLEFT •WALLS-R-20 CLOSED CELL SPRAY INSULATION '-3 5/8" 8'-7" 5'-117/8 '-5 112" I 1ST LEVEL FLOOR DIAPHRAGM-R-19 CLOSED CELL FINISH AND 3/8';SAND SWEPT JOINTS WITH 6"STONE • SPRAY INSULATION RESEVOIR BELOW,TYP WE DEVELOP DOOR •CEILINGS-R-49 CLOSED CELL SPRAY INSULATION I •ALL GLAZED FENESTRATIONS-MIN U-32 •ALL GLAZED FENESTRATIONS TO HAVE OSB HURRICANE r--- -- ----------- — -- ---- -- ------ ---- --------- �\ -- — -- -- -----1 \\ SHUTTERS BUILT FOR HOMEOWNER INSTALLATION,SEE •;�� ""`•^^`^ ``�, ''��, ><;"a�:',a, s.. ;; e -.e :s --t-r---- ------- SOUTHOLD TOWN BUILDING CODE ,as 1t06 1 tm toe 1�1 SINK } I ----------J I I �� % 1 1 ❑ ISI I:1 I 1 I I o / i O TOILET j �• 1 I 11® I;I I I m I x --- ___ I I N O \ I ®xW I I SHOWER m I t� \ � I � I � I I 121'-6 I I I ut 103 116 1 ;I 113 \/ D - I I 1 L\ I I > II III (, f. �• i o TUB v I o0 00 = 116 .I 1\ 112 I ?I III 1{ 3 m 102 40 I — CLOSET o , JAN 4 2019 ;I II 1 w i !I 9 I I t NEW 12"X 58'X 1"CUT NEW 12"X 5"X 1"CUT NEW CONCEALED '' � I I a BLUESTONE SLABS BLUESTONE SLABS FASTENER IPE 5/4 X 6 IPE ---^---�----•—•- 5"SOLID WD FLOORING,#1 RIFT OAK,TYP yV/CLEFT FINISH SET W/CLEFT FINISH SET WD DECK,SEE I I ALL LEVELS 1 5'-101/2" v - INTO GRASS WITH 6" INTO GRASS WITH 6" STRUCTURAL FOR 1 1 17 STONE RESEVOIR STONE RESEVOIR FOOTING INFO 101 I I BELOW,TYP BELOW,TYP EXISTING F_F E WD DECK F FE 1 ENTRY FIFE I FIRST LEVEL F_FE_ z II p I PATIO FFE _ +9 2 +9 7 I +9 7`� j +11 7 m II I +10 7 I II I w I 1 I I I I II g I Y J 231-6 5/8" I c o UP w too I z UP = I I U ;n ir1 ❑ I w I 1 1 1 I 3'-11 1/2" x W-71/2" 3'-11 1/2" I I N NEW PEA GRAVEL DRIVEWAY WITH m w 411 ----- ------ x STONE RESEVOIR BELOWAND -- ------ --------II----- 50 BLACK PTD STEEL EDGING,SEE 0 LANDSCAPE DETAILS,TYP I / ------- ---------- I I a 00 —' Y "' !� I I I b"f Z I I I o I w 6nem�."r aaPom I 500 11 I I ---------— _� — __ _ __ ___ _ ____ _ _ .-v. w James Deerkoskl - 1 x I. 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INSTANT HOT WATER HEATERS,SEE MECHANICAL SPECIFICATIONS,TYP FIRE-RATED DROP-DOWN ATTIC STAIR CONTRACTOR TO SOURCE,TYP � WE DEVELOP I o to ------------ I � I I� I I I I i22 I I I I I I I I I I I I I o I 1-1/212 SLOPE 912 SLOPE 912 SLOPE 1 1 I � I I STAIR HALLAND COMBINED HALLAND COMBINED CHROME CLOSET ROD WITH / I WINDOW UNITS I WINDOW UNITS PAINTED 16'DEEP HIGH-SHELF _ ABOVE,TYP ALL CLOSETS EQ EQ I FIRE-RATED DROP-DOWN ATTIC I STAIR CONTRACTOR TO SOURCE, TYP X -SOD _____ _ _ ____ ___ __1__ ______ ___ _ __—__ __ 1 2 1 CO 5 I � E James RewN ---------------- -----r— --- -- — —t-- — 1 James Deerkoskl I 1 o e;a:;e II I F14 I I O j SECOND LEVEL F F E j I I = +21 7 \ 1 I I I I I N I 1 DN I Lu 1 1 1 CL I I m .. _ I I w ❑ %/111 I I I m 2oa I `�" `�" GARAGE SECOND LEVEL " I 512 SLOPE '" 1 iv l l l _ __¢____ __ _ _ I o- I zaa_ ---- — �-- WE DEVELOP LLC;WINSTON ELY Lu 1 1 1 1 I 33 FLATBUSH AVE.,6TH FL., O ❑ ❑ /O 11 I % I DECKS AND EXTERIOR DOORS I 1 N 1t II 1 � BROOKLYN,NY 11217 O �X j T:347-236-0141 weI @wedesl n-n c com - '� 1 m zp2 i I I OLD SALT ROAD,LLC 507 CLINTON AVENUE#1,BROOKLYN,NY 11238 I (c)347-236-0141 - 1 207 IIII j WINSTONELY@GMAIL COM 201 4 na�ea roe 206 I 207 770 OLD SALT ROAD HOUSE zo --------------- ——_ ------- --r --------------------------- 770OLD SALT ROAD NEW CABLE-RAIL GUARD WITH IPE WD MID-POSTS 9'-7" I MATTITUCK,NY 1195 2 AND CAP,TYP 204 AND 205 DECKS 1 4'-6" 12'-71/8" 5'-37/6" 2'19" 16,_6" 4'-6" NEW CONCEALED FASTENER IPE 5/4 X 61PE WD 1 DISTRICT 1000 DECK OVER TAPERED BEAMS,EPDM CONTINUOUS I ---- -_—-----' SECTION 144.00 MEMBRANE 12"UP SURROUNDING WALLS WITH I 46'-21' �, '-� ;,__' ;� 't !--' ;--- j BLOCK 05 00 DRAINS TO DRYWELLS VIA WALLS BELOW,TYP I I 204 AND 205 DECKS I � it ti :^� �_ °y '4 I LOT 014 00 CLOSET OPENING,CEILING STAIR dd 4"-"t',, t „' i 9�, SECOND FLOOR PLAN I I AND COMBINED WINDOW UNITS BATH CLOSET 6 L WIJAN 4 2019 I AND NDOW UNIT s (SSEE SHEET DECEMBER 20th,2018 A-112.00 SECOND FLOOR PLAN Y 5 OF 20 LEGEND q CONTRACTOR TO EXISTING WD.FRAMED WALLVERIFY ALL r� ARCHITECTURAL ROOFING SHINGLES,TYF DIMENSIONS AND FIELD NEW WD FRAMED WALL STANDING SEAM METAL ROOFING,TYP EXI WDSFRAM NG TO ACHIEVE STANDARD CONDITIONS. 2X6 WD FRAMED WALL ® WINDOW DOOR WE DEVELOP I SINK 0 TOILET - - - - - - - - - - - - - - SHOWER I TUB 212 SLOPE 912 SLOPE 912 SLOPE I 1 XXXXXXXXX1 40 1- - - - - - - - - - - - - - - - - --- - - - - -00 CLOSET - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - SNAP-TOGETHER STANDING SEAM ROOF, _X ZXXX CONTRACTOR TO SPECIFY FOR ALLOWABLE 2 12 SLOPE ARCHITECTURAL ASPHALT ROOFING SHINGLES;ICE AND WEATHERTHER SHIELD ROOF PREP BELOW,TYP I ARCHITECTURAL ROOFING SHINGLES,TYP lxxxxx - - - - - - - - - - - - - - Engneer of RecaN James Deerkoskl BATH CLOSET AND MASTER CLOSET I I I I I I I I 13'-0 5/8" I I I I r—__________ j f , I O I I rn I I _r--1 m I I I 112 SLOPE WE DEVELOP LLC,WINSTON ELY Lb " j I a 33 FLATBUSH AVE,6TH FL, zr» I I BROOKLYN,NY 11217 I T 347-236-0141 wel @dn n c com weesl9- N UTILITY OOM 300 m Inm OLD SALT ROAD,LLC F L_____ _________J 507 CLINTON AVENUE#1,BROOKLYN,NY 11238 I I (c)347-236-0141 I WINSTONELY@GMAIL COM I 9'-7 3/4" I I I I Raman: I I I I 770 OLD SALT ROAD HOUSE Ramrdaress 770 OLD SALT ROAD MATTITUCK,NY 11952 2 GAS FIRED INSTANT HOT WATER HEATERS,SEE MECHANICAL SPECIFICATIONS,TYP DISTRICT 1000 _ —�- - --_---- - I SECTION 144.00 ,7 1j DROP-DOWN WOODEN FIRE-RATED UTILITY STAIRS,CONTRACTOR TO PROPOSE E 1 :� _s {, I,— BLOCK 05 00 BRAND/MODEL TO ARCHITECT FOR APPROVAL(MINIMUM 350LB CAPACITY) ,!�Ft L.=a "�? _I=z-� I_ 11, ;".� k" ,' LOT 01400 SECOND FLOOR ATTIC PLAN JAN 4 2019 SEE SHEET DECEMBER 20th,2018 n A-113 00 f SECOND FLOOR ATTIC PLAN �_ -_ BCd'0 of i'(,�1,�`S ■ Y 6OF20 LCGEND CONTRACTOR TO ®j EXISTING WD FRAMED WALL VERIFY ALL NEW WD FRAMED WALL 47'_10" DIMENSIONS AND FIELD EXISTING WD FR WDWG ACHIEVE EDWA L WITH NEW CONDITIONS. 2X6 WD FRAMED WALL 32'-9" 4'-10" 10'-3" ® WINDOW 1'-4" 3'-3" DOOR WE DEVELOP -- I I I 1 SINK I I I I - TOILET I I I I I I SHOWER I I I I 1 I o TUB - 912 SLOPE 912 SLOPE_ I I I I I I I ------ CLOSET I FFSNAP-TOGETHER STANDING SEAM ROOF, \ CONTRACTOR TO SPECIFY FOR ALLOWABLE 2 12 SLOPE 1 1 I I ARCHITECTURAL ASPHALTROOFINGSHIELD SHINGLES,ICE AND WEATHER SHIELD I I ROOF PREP BELOW,TYP I I I a? I I v^i I I I I I A I I I I v RMtiva .- --------------- Emear ------- J� --� auress DeeDeer os I I I I I I I I I I I I I I I I I I I I I - I I I I I I I I I I I I I I I I I I I I I W I I W I I I a I I a I I I I O I m I I I I I I WE DEVELOP LLC;WINSTON ELY N W I W I a I I a I I 33 FLATBUSH AVE.,6TH FL, I I I BROOKLYN,NY 11217 rn I rn I T•347-236-0141 wel @wedesl n-n c com N I I I I I I I I I I °�6Mmma0oi N O1 I I OLD SALT ROAD,LLC I I I 507 CLINTON AVENUE#1,BROOKLYN,NY 11 238 I I I I I I I (c)347-236-0141 I I WINSTONELY@GMAIL COM I I I I I I I I I I v,qm nee I I I I I I I 770 OLD SALT ROAD HOUSE - ----------------------------- L------- 7t 770 OLD SALT ROAD q•-V' MATTITUCK,NY 11952 DISTRICT 1000 48'-10" SECTION 144 00 BLOCK 05.00 7 — i'" LOT 014 00 — 4; a r_,;4 ____ t 1 ROOF PLAN 1 3+ .°tlf 1^ ` JAN 4 2019 SEE SHEET DECEMBER 20th,2018 1 w t ' -- --- A-114■00 ROOF PLAN 7OF20 LEGEND _ NOTES: CONTRACTOR TO i EXISTING WD FRAMED WALL 1)EXISTING BUILDING HAS CRAWL SPACE AND MINOR EXPANSION OF LIVING AREA TO BE SAME VERIFY ALL NEW WD FRAMED WALL 2)EXISTING DRIVEWAY ASPHALT. PROPOSED DRIVEWAY TO BE PEA GRAVEL- DIMENSIONS AND FIELD EXISTING WD.FRAMED WALL WITH NEW 3)IMPERVIOUS LOT COVERAGE ARE AS FOLLOWS UNLESS OTHERWISE STATED ON SURVEYOR'S DRAWINGS: CONDITIONS. WD FRAMING TO ACHIEVE STANDARD 2X6 WD.FRAMED WALL •Decks(outdoor shower and front deck)256.179 square feet •House_2,272.56 square feet WINDOW •Garage_415.33 square feet DOOR SUMMARLOT=15,855.9 SQUARE FEET WE DEVELOP 20%=3,171.18 SQUARE FEET TOTAL IMPERVIOUS LOT COVERAGE AS PROPOSED=2,944.069 SQUARE FEET Remaining lot coverage=227.108 square feet ® SINK 4)ALL DRIVEWAYS,WALKING PATHS,STONE PATIO ARE ALL PERVIOUS AREAS TOILET SHOWER 38'-2 3/4" 164" 25'4" 12'-10 3/4" TUB PERMEABLE STONE GRASS AREA PATIO AREA rI tII I - �• CLOSET o tV V (ai ` WOODEN ELEVATED DECK A 911 � W PERMEABLEBRICK ON-GRADE WALKWAY/DRIVY/DRIV EWAY 17 U PERMEABLE STONE SLAB PAVERS — ON-GRADE WIGRASS BETWEEN PERMEABLE ON-GRADE Q _ o STONE PATIO 36'-2 3/4" a �� O�� O e"e" es Dem IMPERMEABLE a James Deerkoski O 30'-2 3!4" ELEVATED WOODE DEC $ s a Uj PERMEABLEPEA - - GRAVEL DRIVEWAY a Q �u� TIT a J J Lu I Lu z > -- -- Z j WE DEVELOP LLC;WINSTON ELY 1 W x 33 FLATBUSH AVE.,6TH FL., I_...., .. _.... - A'Uj BROOKLYN,NY 11217 e 0 T 347-236-0141 wel @wedesi n-n c com OLDSALT ROAD,LLC $�\ (D 507 CLINTON AVENUE#1,BROOKLYN,NY 11238 J (c)347-236-0141 O WINSTONELY@GMAILCOM --J pad nm 770 OLD SALT ROAD HOUSE 770 OLD SALT ROAD i • - - _ MATTITUCK,NY 11952 IMPERMEABLE ON-GRADE --- --- F ILOTO 1000 STONE PATIO N 144.00 5 00 _ PERMEABLEPEA .00 GRAVEL WALKWAY " — '7=" '' o-•.ne n� ({ t SITE PLAN ;:�-,�� � • sj SEE SHEET DECEMBER 20th,2018 JAN 2019 i 3 E A-11 SITE PLAN 20.00� 8 OF 20 1 LEGEND STORMWATER RUNOFF CALCULATIONS 1) SEE ATTACHED SURVEY FOR SPOT ELEVATIONS NEIGHBORING CONTRACTOR TO (300 GALLON STORAGE CAPACITY PER / \ 6'DIAMETERcoNCRETERINGDRYwELL WELLS SOIL INFORMATION FROM TEST HOLE a•I•C=q Q/47-3=V ALL j I \• / VERTICAL FOOT Q WATEIt (CF.) _ RMWGR1 CAL FEET) IfNT0=� � ATRU=ff(9DIMENSIONS AND FIELD I-RAINFAULMFENsm(WCHWHa.1_rSTCRa1 429=CONVEASIDIV aff=FEET TO VERTICAL FEET CONDITIONS. A--AREA IN SQUARE FEET ------ a"PVC INLET W/1%MIN SLOPE. ZONE C I(INCHES/HR.)A(SQUARE FEET) O(CF.) QIC.F.) C.F. V.F. VIVOMA1FffE1) Q DOWNSPOUT FROM ROOF AULGE ROOF SILT FENCE AS PER"TOWN OF A 1 0.17 250 4250 4250 423 106 ------ SOUTHOLD CHAPTER 236 a 1 0.17 250 4250 42-SO 423 1.06 STANDARD STORMWATER DETAILS WE DEVELOP AIH ROOF C 1 0.17 510 86.70 26.70 423 2.05 O 1 0,171 1339 227.63 227,63 42.3 539 OOF EI 1 0.17 565 96A5 I 9645 1 42-31 in F 1 0,171 S651 9645 1 96AS - 42-31 2,27 TOPSOIL STOCKPILE AREA 500 S F.+l_ 10'SETBACK FROM SEPTIC RINGS10'SETBACK FROM FOUNDATIONS T-0"SETBACK FROM PROPERTY LINE SILT FENCE,SEE DETAIL THIS SHEET TEMPORARY CONSTRUCTION 90TRANCE SEE DETAIL IS SHEET --- ---------------------- -------------------------- ----------------------------------------------------- •"""x "" ---------------- ________ I --------r- -------------i ----- `cam PERSPECTIVE VIEW M _________________ 0x2 / I -�� I I 1 4,t FENCEE POST I 00'F (n OST /I I / / J I� 11 WOVEN WIRE FENOE \ 1 lexe-lof�o wwFl 11 I �\ �-• 1 I / LL I FILTERU CLOTN W W j I 1 ww scoAE ` I I\ J� Q Z O W j I ENBED FILTER CLOTH Q o1 1 ``� Q / Ico,wW W W _ Z 0 MN 6 NTOGROUND I X = d ��'�/ Ha W L(.( rA .__I r a / >0: J W `\vi��\\ I '. EnONeer of Record NOTE 11 1 _ I- / J / N R V' / I )2n MA%IMUNIDMINAGEAREA 111 _ 1 F _ / a / I 1( James Deed<oskl 1R ACRE 1100 LINEAR FEET I ` \ / ` / h Ei O I OF0"� I Q wK \ B5 W I SECTION DETAIL O I 1 \ �" /I / / �'N ��� _ I SILT FENCE DETAILS IL J I I / y$5 I W w • 8 I 1 Z om I I WE DEVELOP LLC,WINSTON ELY I �Oaw II Q'LLUr 0 I >W W li >�o o j -I j E` w 33 FLATBUSH AVE,6TH FL., w N Z II N w�w BROOKLYN,NY 11217 /_\ _1 I_ 347.236-0141 wel @wedesl n-n c com t } / I I J w li - L) i i I ' 1••` OLD SALT ROAD,LLC g I I\ I\ / 1/ I / I F O¢w I W(r LL cW7° I I 507 CLINTON AVENUE#1,BROOKLYN,NY 11238 J I I MI-o° II woaw t , ..�` I w w D w II >f °p I (c)347-236-0141 �� I >Iwi.WZ (I II rWHC'W I / I WINS GMAIL COM ..r'.-i - _ : -- -- -------- +' NLLf/1ZRgeervxT p � O I / a _ I I I � I } � I i ---- / i 770 OLD SALT ROAD HOUSE y `"""""""°'"""'°Ve'"°"" I 770 OLD SALT ROAD W.,_"e•ooa..n�oo, �•. ------------ I F MATTITUCK,NY 11952__ I I/ 1 � PLAN VIEW I DISTRICT 1000 SECTION 14400 BLOCK OS 00 I 1lid / _--`Bill 11 Ir LOT 01400 L R.A. I 9 a.._ .� L---------------------------- — E ,{ -- --``—=--- ---i`— i --- STORMWATER MANAGEMENT PLAN ------------------ --------------------------------------------- IF- CROSS SECTION i• DEC !-,I� SEE SHEET EMBER 20th,2018 TEMPORARY CONSTRUCTION ENTRANCE I• -'�;, > I s• JAN - 4 2019 T> STORMWATER MANAGEMENT PLAN ) A-121 .00 1/8'=1'-0" L--.�. -______ 9 OF 20 SCTM NO DISTRICT 1000 SECTION 944 BLOCK 5 LOT(S) 14 #R10-18-0103 SALT LAKE LANE DWELLINGS W/PUBLIC WATER —150'— UP 150'— UP - - - - - - WATER -OLD S_AL1 -OLD- _�+ _Try� MAIN_ w \\.• I RDAI) gpRc \ 4- S 79005'00"W 75.00' L PO4, MON I E OF PAVEMENT MON t \\ i\ J EL 80 \, 5'MIN EL 79 '9 787'± W M `z a AEXP LP -1 W EXP - c EL 5 LOT 2 Z �i IZ _ ,i o rn LP LP PROPOSED O I Qi8_' �! LP I P 4 BEDROOM SYSTEM DWELLINGS o > y a3z N o 1250 GAL S i w W/PUBLIC WATER� m I IC LOTS a (6) 2 DEEPx8'0 L P -150' ro rj z'I a 1 LP O \ ti AI C CONC APRON EL 92 e rah EL i9+-1 203' z Hi - EXIST 1ExIsnNG DECK S T Y � PORIION OF EASING I' GARAGE MON REMOVED m DAD I ING TOTE DEMOUSHE I' o GE 9 3 EL 19 2 _-L_ m �cLEAN-OUT PROP - \ 92 2 - AOBIG _ 1 EL,s 5 LOT 4 PROP PERVIOUS BRICK \,I\\�i " .....' / WAIKWAY_ DWELLINGS `_- 25 7 .,PORCH;- \i Z W/PUBLIC WATER 150'— PROPPROPOSED EXISTING \EL 9 2 �° PROPOSLO LOT COVERAGE DECK --2ND FlR-� I STY FRM t+, ADDITION DWELLING (AS PER WE'DESIGN WE BUILD) J/770 To BE c sANITHE o DECKS, PORCHES & OUTDOOR SHOWER 256 S F PROP \ r0 BE HE EO OUTDOOR SHCYIE " I FrL 11 2 \� AND BACKBLLED HOUSE 2,273 S F WITH C EAN COO GARAGE 415 S F PROP I S4NU TOTAL PROPOSED COVERAGE 2944 S F or 18 6% ADDITION FL.s 5 i i \�;xlsnnc i PROP LOT AREA 15855 9 S F x 20%=3171 S F i \ TI; SED PORCH,i \ ADDITION ;0\ECQME DOW,SPACE PROP - ,- 24 8' COOKING ARE ';;;";;��,;;%,I S El 94 ELEV 8 5 TYPICAL CLEAN OUT T':fROP�PERVIOUS BRICI<CS;; OL DR'BROWN 1 0' I�•' ''�' %Pa➢O ON GRADE',;T; EL 85 SANDY LOAM SLATE OR )%"= wow BROWN STOPPER END v "'- "' SUITABLE COVE OR PLUG \D t" EL 9 7 p F LOAMY SAND ---- - SM 2.2' O EXISTING _ m^ MOOD DECK n TO BE REMOVED v PALE _ = BROWN 30DIUM° ELBOW EL B 6 ZONE x EL 88 ti SP SAND 3 3' 60' WYE FLOOD ZONE BOUNDARY FLOVV ZONE VE(EL 8) Y GRAVEL STONE SPLASH AREA 3 HIGHEST EXPECTED r 0o —GONG SEA WALL WATER GROUND WATER VINYLS 79005'00"W s 100.00' __BULKHEADOVK PALE EL 20 MHW AT BULKHEAD BROWN MEDIUM 6 0' GREAT PECONIC BAY S&° GRAVEL FFL 112 Cover to grade AUG-28, 2018 tf drop"T"is used on Inlet Lockmgcast-iron K WOYCHUK LS CLEANOUT1b Jyb GRADE 9 2 l cover to grade GRADE 8 5 _ 490 Chtmtt 1 N 20" MITI 1 20 Mln Locate drop"T"order access z (7 5) openmg for mamtcruraw (7 25) INTI ro e U ©o a 0 l HousInvert (746) Moet wa ®m ao Mm 4"dfa.SDR 35 pipe e rn a (6 75) (6167) M®a o or equal Atebed I/4"/fl Flow = a Baffle or Mm 4"d1a:SDR 35 1 Leachmg Pool(typ) ' mm m - pipe of equal 70- Pitched 1/8"per foot I- 3'collet Bottom of B' moo m 8' Dia, _ Back Ell matenal to be clean sand&gravel Septic Tank EL(2 42) 1250 GAL PRECAST S T , ®®e o - ®®oao ®®®ao �\Bottom of Leachm Pools ®m m a Y El(5 0) ro HIGHEST EXPECTED WATER EL 2 0 REVISED 10-24-18 REVISED 09-25-18 Sanitary Cross Section THE WATER, SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN,ARE'FROM FIELD OBSERVATIONS FIRM MAP#36103CO482H AND OR DATA OBTAINED FROM OTHERS AREA 1'5,855 9 SQ FT or 0.36 ACRES (TO BULKHEAD) ELEVATION DATUM NAVD88 UNAUTHOR17_FD ALTFRATION,OR ADDITION TO TH15 SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE THE OFFSETS OR DIMENSIONS SHOV✓N HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS,PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF LOT 3 CERTIFIED TO WINSTON ELY, MAP OF SALT LAKE VILLAGE TRICIA ANNE MARTIN, FILED MAY 10, 1940, No 1310 FIDELITY NATIONAL TITLE INSURANCE GO , SITUATED AT MATTITUCK TOWN OF SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NLW YORK Professional Land Surveying and Design P.O. Box 153-Aquebbgue; New York 11931 FILE # 18-112 SCALE 1"=30' DATE AUG 28, 2018 PHONE (631)298-1588 FAX (631) 298-1588 N YS LISC NO 050882 tnatrttatntng the,records of Robert,J Hennessy & Kenneth M Woychuk 0 z v to rmcno_ 3y V - t^o$�mwIS m`1 D O v m 0 Oa �Om� Do8 �IUZ..Or05wOwm� 3� 1 D m < AOZQ CO N O V—r 9 Nr�C3 OA j+ -- 1 -i O C OOAO 7�CD O r�O,v �Z(C/10 �a '„ W j 1� v z O1'O r 0 j ZO OZ2� O ......�� T Ln x 00 <� (n c0i4Do j jaF x- - ' m N �_ �o D 3Amr ran - j _ _-t. '� Q 05 > j w D '--I D J m r F -40)2 1 r1 �I yF��•q�y� 7 r O TINT n n m 1 1 Z Z r M O at - x i L ! N N O Q w�+ o O 3 F r"z r o I a N rap Z D o h� ,C s z I Z N W o Q Om O A o m z ° IV N B } > o Co m i ca I I CONTRACTOR TO VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. WE DEVELOP PVC TRIM FACIA,TYP PVC TRIM,TYP ENERGY EFFICIENT ALUMINUM CLAD WINDOWS ALL WINDOWS/DOORS TO HAVE CUSTOM PLYWOOD HURRICANE SHUTTERS BUILT AND STORED ON-SITE FOR CLIENT INSTALLATION,TYP ENERGY EFFICENT ALUMINUM CLAD DOORS ALL WINDOWS/DOORS TO - HAVE CUSTOM PLYWOOD HURRICANE SHUTTERS BUILT AND STORED �12 ON-SITE FOR CLIENT INSTALLATION,TYP rr • 20B r/ NEW PTD WOOD GARAGE DOOR,TYP BOARD&BATTEN SIDING WITH HOUSE WRAP BEHIND,TYP 1-1/2"PVC LEDGER,TYP COPPER THROUGH-FLASHING,TYP 8"REVEAL CLAPBOARD SIDING,TYP NEW MASONRY WOOD BURNING FIREPLACE,TYP Zoe r %//Ft ALL EXISTING AND NEW CMU BLOCK FOUNDATIONS TO BE SEALED AND PARGED WITH DARK GREY CONCRETE NG GAS GRILL,TYP EXTERIOR COATING,TYP im CONCRETE TABLE,TYP A/C COMPRESSORS ON REINFORCED CONCRETE PAD,TYP NEW WOOD FENCE,TYP �R \000 0oa ioz r r mi 000 � Ono � EnpNee,IN R James Deerkoski i i \` IJJ_Jl1LJ�J1711 11 11 LQ r� � 1 FEE Ilk IIII=IF,I= = —IIII—IIII-1111-1111-1111 IIII—IIII-1111-1111 IIII IIII-1111 III—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII-1111-1111-1111 II— —IIII—IIII01 1111 111. —IIII—IIII-1111-1111 1 II 11=IIII=1111=1111=IIII=IIII=IIII=IIII=IIII=III=111=IIII=111=IIII=1111=1111=1111=1111=1111=1111 1111=IIII=IIII=1111=1111=IIII=IIII=III IIII=IIII=IIII=1111=1111=IIII=IIII=IIII=IIII=IIII=1111=1111=IIII=IIII= WE DEVELOP LLC,AVE,WINSTONTH FL ELY • -111=1�II-111=1�II-1�II-1�ll-loll-1111-11 � �I��I��IUI=111L=11��llll�lllh-lUl=<ul��lld�Ul��1�1111=�11=1111=�I�lUl�— — — — — -- — — — -- — — — — — =1111-IIII=1111-1111-IIII-1111-IIII-1111=IIII-1111-1111=1111-1111-_I ' — — — — — — — — � — — — 33 FLATBUSH AVE,6TH L. — —_—II—1111-1111—I11f-1111—IIII—fli} fN—CH H=H$=1�f1—$1�=N$=1fH=fHf=N$=1fV�=1fN=fHI=HH CONTRACTOR TO VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. WE DEVELOP PVC TRIM FACIA,TYP PVC TRIM,TYP ENERGY EFFICIENT ALUMINUM CLAD WINDOWS ALL WINDOWS/DOORS TO HAVE CUSTOM PLYWOOD HURRICANE SHUTTERS BUILTAND STORED ONSITE FOR CLIENT INSTALLATION,TYP ENERGY EFFICIENT ALUMINUM CLAD DOORS ALL WINDOWS/DOORS TO HAVE CUSTOM PLYWOOD HURRICANE SHUTTERS BUILT AND STORED ON-SITE FOR CLIENT INSTALLATION,TYP IPE DECK WITH HIDDEN FASTENERS,TYP CEDAR 2X WALL CAP,TYP PVC CORNER BOARDS,TYP METAL 1/2-ROUND GETTERS AND DOWNSPOUTS DRAINING TO DRYWELLS SEE STORMWATER MANAGMENT PLAN A-121, TYP WOOD OUTDOOR SHOWER ENCLOSURE,TYP BOARD&BATTEN SIDING WITH HOUSE WRAP BEHIND,TYP 1-1/2"PVC LEDGER,TYP MIR 8"REVEAL CLAPBOARD SIDING,TYP WOOD OUTDOOR SHOWER ENCLOSURE,TYP L NG GAS GRILL,TYP w"m� E.,m of Ra WET LOCATION LIGHT,TYP CONCRETE TABLE,TYP James Deerkoski PVC TRIM,TYP UTILITY METERAREA,TYP 5� �B NEW WOOD FARM FENCE,TYP nz m ` no Tai i OPENS i \ WE DEVELOP LLC;WINSTON ELY 33 FLATBUSH AVE,STH FL, BROOKLYN,NY 11217 T 347-236-0141 wel @wedesi n-n c com OLD SALT ROAD,LLC 507 CLINTON AVENUE#1,BROOKLYN,NY 11238 =_ 1=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=11 (cIN347STONELY6@GM14AI =1 =III=111=1111=1111=1111=1111=1111=1111=1111=1111=1111=111=1111=1111=1111 X1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111- W LCOM _ — I 1=1111=1111=1111=1111=1111=1111=1111=1111=1111=111(=1111=1111=1111=1111=1111=1111=1111=1111=1111=11 `�°°n'" 1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111—IIII—Illi—, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - 1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1 - - - - - -- - - - -- - - - - -- - - - -- - - - -- - - - - - - - - - 11=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111= 770 OLD SALT ROAD HOUSE EEiIIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII-1111-1111-1111�m—mr—��r=gym—mr—err�m—mr—err�m—mr—��r�m—mrd �m—mr ��r _ — � _ — = = = = — — — = = = = = = _ = 1= =__ _ _ __= 1=III=IIII=IIII=IIII=IIII=IIII=1111=III=1111=IIII=III=111= —HII—IIII—IIII—IIII—IIIIEHE—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII=IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII-1111 III III IIII—IIII—IIII—IIII-1111 III I _ _ _ _ I _ _ I I 770 OLD SALT ROAD —1II—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—II 1111-1111-1111—IIII—IIII—IIII-1111-1111—IIII-1111-1111-1111—IIII-1111-1111-1111-1111-1111—IIII—IIII—IIII-1111—IIII-1111-1111—IIII-1111-1111 I I II I _ — _ _ — — _ _ — — _ — — — — — _ MATTITucK,NY 11952 —IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII-1111—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII-1111 II IIII—IIII-1111 III I IIII—IIII—IIII—IIII—IIII-1111 I _ — _11 _ = =_= = =_= =_=_= =_= _ _ =_= =1111=1111=1111= II=1111=1111=IIII=IIII=IIII=IIII=III=III=11 DISTRICT 1000 IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII-1111 _ _ _ _ _ _ _ _ _ I I —III=IIII—IIII=IIII—IIII=IIII—IIII=IIII—IIII=IIII—IIII=IIII—IIII=IIII—IIII=IIII—IIII=IIII—IIII=IIII=IIII=IIII—IIII=IIII—IIII=IIII—IIII=IIII—IIII=IIII—IIII=IIII—IIII=IIII—IIII=IIII-1111=IIII—IIII=IIII—IIII=IIII—IIII=IIII—IIII=IIII—IIII=1111 IIII=II IIII=I—IIII_—IIII—IIII_—IIII—IIII_—IIII—IIII_—IIII—IIII_—IIII—1111_—IIII—IIII_—IIII—IIII_—IIII—IIII_—IIII—IIII_—IIII—IIII_—IIII—IIII_—IIII—IIII_—IIII—IIII_—IIII—IIII_—IIII—IIII_—IIII—IIII_—Iill Hill—IIII—IIII— II—IIII—I — III SECTION 144 00 IIII—IIII_III_III_I _III_II _ IIII_I BLOCK 05.00 LOT 014.00 tt-------- — 1 ELEVATION FACING EAST ' JAN - a 2019 SEE SHEET DECEMBER 20th,2018 s 1 A-401 ■00 �� ELEVATION FACING EAST r 12 OF 20 CONTRACTOR TO VERIFY ALL < DIMENSIONS AND FIELD CONDITIONS. PVC TRIM FACIA,TYP WE DEVELOP PVC TRIM,TYP ENERGY EFFICIENT ALUMINUM CLAD WINDOWS ALL WINDOWS/DOORS TO HAVE CUSTOM PLYWOOD HURRICANE SHUTTERS BUILTAND STORED ON-SITE FOR CLIENT INSTALLATION,TYP ENERGY EFFICIENT ALUMINUM CLAD DOORS ALL WINDOWS/DOORS TO HAVE CUSTOM PLYWOOD HURRICANE " SHUTTERS BUILT AND STORED ON-SITE FOR CLIENT INSTALLATION,TYP S S CABLE RAILING WITH IPE CAP,TYP CEDAR 2X WALL CAP,TYP PVC CORNER BOARDS,TYP 9� �9 METAL 1/2-ROUND GETTERSAND DOWNSPOUTS DRAINING TO DRYWELLS SEE STORMWATER MANAGMENT PLAN A-121, TYP BOARD&BATTEN SIDING WITH HOUSE WRAP BEHIND,TYP 209 NEW MASONRY WOOD BURNING FIREPLACE,TYP 1-1/2"PVC LEDGER,TYP PVC TRIM,TYP 8"REVEAL CLAPBOARD SIDING,TYP ENERGY EFFICIENT ALUMINUM CLAD DOOR ALL WINDOWS/DOORS TO WOOD OUTDOOR SHOWER ENCLOSURE,TYPHAVE CUSTOM PLYWOOD HURRICANE SHUTTERS BUILT AND STORED ON-SITE FOR CLIENT INSTALLATION,TYP WOOD OUTDOOR SHOWER ENCLOSURE,TYP i \\ NG GAS GRILL,TYP CONCRETE TABLE,TYP NEW WOOD FARM FENCE,TYP yy 105 01 A/C COMPRESSORS ON REINFORCED CONCRETE PAD,TYPJ Em f amess Deeeerkoski / _ =1111=1111=1111=1111=IIII _ _ _ _ _ 1=1111=1111=1111=1111=fill=1111=1111=1111=1111=1111=III , 11=1111=1111=1111=1111=1111=1111=1111=1111=1111= =1111=1111=1111=IIII=1111=1111=1111=1111=1111=1111=IIII � 1111=1111=1111=1111=1111=1111=1111=1111=1111=1111 �=IIII=1111=1111=1111=1111=IIII=IIII=1111=1111=1111=111 _ 11=1111=111=1111=1111=1111=1111=1111=1111=1111= � �� =1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111{ _ _ 1111=1111=1111=1111-1111=1111=1111=1111=1111=1111 WE DEVELOP LLC,WINSTON ELY ___ _ =111=111=111=��i=fel=1ili=lii=lT�i�l=�lif=ll�Yi�T ilii=lid—i�T=ilii=i�=iii=lli=`1T�=iii=�IlT=111 i�1=liT=11�V1�TT=illli=lT�mi�T-=-ni�=IDi=X1111=1111=1111=1111=1111=1111=1111=1111=ilii— 33 FLATBUSH AVE.,6TH FL, BROOKLYN,NY 11217 -1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111 111 111 I _ _ _ _ _ — _ — _ _ Mill_ _ _ — T 34_7-236-0141 wel @wedesi n-n ccom =1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=111=1111_=1111=1111=1111_=1111= I-1111-1111-1111-1111 IIII-1111-1111-1111-1111-1111 1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111 111 111 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - — —_— —_—_—_— —_— _—_—_— —_— — — — —_—_— —_=111=_=111=1111=111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=III OLD SALT ROAD LLC -IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII-1111-1111-1111 I IIII I — I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ ___ _ _ _____ _____ —__ _ _______ _ _ _____ _ _ =1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111= 507 CLINTON AVENUE#1,BROOKLYN,NY 11238 I—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII=IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII-1111 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _11=1111=1111=1111=IIII=1111=1111=1111=1111=1111=1111=1111-1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=111 (c)347-236-0141 1111 1111 1111 1111 1111 1111„1111 1111;1111 1111 1111 1111 1111 1111 1111;1111 1111 1111 NII 1111 1111;Illi;1111 un 11 n 1 ul— un— uu—w—un—un— uu—r a—un—uu WINSTONELY@GMAIL COM ami m. 770 OLD SALT ROAD HOUSE 770 OLD SALT ROAD MATTITUCK,NY 11952 _ DISTRICT 1000 SECTION 144 00 t'r t ;{ =a 1, BLOCK 05 00 LOT 014.00 ; t :, ELEVATION FACING NORTH JAN - 4 2019 ' SEE SHEET DECEMBER 20th,2018 ELEVATION FACING NORTH (Itl,”- — —` A-402.00 13 OF 20 CONTRACTOR TO VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. WE[DEVELOP NG GAS GRILL,TYP CONCRETE TABLE,TYP NEW MASONRY WOOD BURNING FIREPLACE,TYP A/C COMPRESSORS ON REINFORCED CONCRETE PAD,TYP PVC TRIM FACIA,TYP PVC TRIM,TYP ENERGY EFFICENT ALUMINUM CLAD WINDOWS ALL WINDOWS/DOORS TO HAVE CUSTOM PLYWOOD HURRICANE SHUTTERS BUILTAND STORED ON-SITE FOR CLIENT INSTALLATION,TYP BOARD 8 BATTEN SIDING WITH HOUSE WRAP BEHIND,TYP 1-1/2"PVC LEDGER,TYP 8"REVEAL CLAPBOARD SIDING,TYP ALL EXISTING AND NEW CMU BLOCK FOUNDATIONS TO BE SEALED AND PARGED WITH DARK GREY CONCRETE EXTERIOR COATING,TYP H// \ /. �3z m ion 107 ion ion 07 aend� Engineer of Recortl James Deerkoski Ll s�J ILL WE DEVELOP LLC,WINSTON ELY 33 FLATBUSH AVE,6TH FL, BROOKLYN,NY 11217 T:347-236-0141 wel @wedesi n-n c com OLD SALT ROAD,LLC _ _ _ _ _ _ _ _ 507 CLINTON AVENUE#1,BROOKLYN,NY 11238 1=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=IIII=11 =111= = = = = = — = = — = = — — --_ _ = cc)347-236-0141 _ _ = WINSTONELY@GMAIL.coM 1=1111=111=1111=111=111=1111=1111=111=111=111=III=1111=111=11=111=IIIA II=111=1111=III=III=111=1111=1111=1111=1111=1111=1111=1111=111=111=I I=III= _ = -1111-1111 III I I I I I I I I II I I I I I I I I I II I 1111-1111— Rb�tlne, 1=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111= =11 =1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111 1111=1111=1111=1111=1111=1111=1111=1111=1111=INI=1111=1111=1111=1111=1111=1111=1111=1111=1111 1111 11-1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111= 770 OLD SALT ROAD HOUSE =11= = = = = = = = = IIII—IIII= =IIII=—IIIIIIII = I-1111-1111-1111 II IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII— — - -IIII—mi—ilii—ilii—ilii—m—mi—i i—i i— i— i— i— —u i—im—im—mi—mi—uu—ilii—ilii—uu—ilii—ilii—im—IIII—IIII—IIII—IIII—IIII—IIII—IIII-1111-1111-1111=1111—IIII—IIII—IIII—IIII—IIII-1111-1111-1111 ��,� =IIII—IIII—IIII=IIII—IIII—IIII—IIII=IIII=IIII=IIII=IIII=IIII=111=IIII=1111=III= 1=III=III=IIII=IIII=1111= = — _ _ _ _ _ _ =IIII=IIII=1111= =IIII—IIII=111=IIII=IIII=IIII=1 1=III=IIII=IIII=NII=IIII=IIII=IIII=IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII=IIII=1111=II= 770 OLD SALT ROAD I—IIII—IIII-1111 III IIII—IIII—IIII-1111—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—II —II — — I— I— — —II —III—IIII-1111—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII=IIII—IIII—IIII-1111 Ilf IIII III IIII IIII III IIII—IIII—IIII—IIII—IIII-1111 MATTRUCK,NY 11952 =IIII=IIII=IIII=IIII=IIII=IIII=III=I =III=III=111=1 = _ _________ _ ___ ___ _ = =_=_______=III=IIII=1111=_=IIII=IIII=IIII=III=111=III= =I 1=1 I=I 1=111=I = 1= 11=IIII=IIII=IIII=IIII=IIII=1fll=IIII=IIII=IIII=1111=I = _- _ — _ _ — _ I III I I I III IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII—IIII-1111 IIII IIII IIII—IIII—IIII-1111 I - - Iill - - - I I I IIII II II II I III III II _ — _ - - _ - - _ _ III IIII DISTRICT 1000 I_ III II II _ N IIII—IIII—IIII—IIII—IIII—IIII—IIII=IIII—IIII—IIII—IIII—IIII—NII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII=IIII—IIII—IIfI—IIII-1111 IIII II II — NII—IIII—IIII—IIII—IIII—IIII—IIII—IIfI—IIII—IIII-1111 II — I _ _ I I I _ II III IIII-1111 -III—IIII-1111 IIII—III--1 I-111—I I-1 — I—I I—I — — — — — — — — — — — — — — — — —IIN—NII-1111— —IIN—NII—INI—NII—III—t N—I —111-111-11—III—III—III—I 11—INI—INI—NN—INI—INI—NII—IIN—NN=111—INI— I— SECTION 144.00 I _ I II I II III III II III 1111-1111—INI—IIN—IIII-1111-1111—INI—INI-1111—INI—INI—IIII—INI—INI—IIII—IIN—IIII—IIII _ — _ 1111 — _ _ _ I I 111 I I I I I I I I _ _ _ _ _ — _ I 111 1111 =IIII=IIII=IIII—IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII—IIII—IIII—IIII=IIII—IIII—IIII—IIII—IIII=IIII=IIII=IIII=IIII—IIII=IIII=IIII=IIII=IIII=IIII=IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII=IIII=IIII=IIII=1111 BLOCK 05 00 LOT 014 00 ELEVATION FACING WEST SEE SHEET DECEMBER 20th,2018 I JAN - 4 2019 i ' It ' • 1 ELEVATIONA-403.00 14 FACING WEST �T,��nt^u;I�,;i;t � 14 OF 20 f �4 J Old Salt Road, LLC • _, Tricia Martin and Winston Ely JAN 2 19 i 507 Clinton Ave#1 Brooklyn, NY 11238 Cell:347-236-0141 winstonely@gmail.com Diane DiSalvo Southold Town Trustees Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, NY 11971 (631) 765-1892 (631) 765-6641 Date: January 25th, 2019 RE: Transfer of permit request Dear Southold Town Trustees, We are writing to formally request the transfer of any and all permits for the property commonly known as 770 Old Slat Road, Mattituck, NY 11952 and legal known as:"1000-144-5-14". Tricia Anne Martin and Winston Coleman Ely, sole members of Old Salt Road, LLC, went into contract to purchase the above referenced property on August 10th, 2018 and closed on the purchase January 14th 2019. We are requesting that all current and future filings and issued permits be transferred to Old Salt Road, LLC. Sincerely, Tricia Martin and Winston Ely Old Salt Road, LLC Members Vf Old Salt Road, LLC 1 507 Clinton Ave. #1, Brooklyn, NY 11238 1347-236-01 '.1 1 winstonely@gmail.com ii Old Salt Road LLC 1 ' i JAN — 4 2019 } Winston Ely i 770 Old Salt Road Mattituck,NY 11952 Cell: 347-236-0141 winstonely@gmail.com January 4,2019 Southold Town Trustees Town Hall Annex 54375 Route 25 P.O.Box 1179 Southold,NY 11971 elizabethc@southoldtownny.gov Dear Trustees, I am submitting this letter in order to better describe the demolition of existing and construction of new work we are proposing for 770 Old Salt Road,Mattituck,NY 11952. Existing House • 1700 square foot single family single-level wood frame house built in approximately 1957 • Existing house is 4-fanuly(Pre Existing Certificate of Occupancy obtained 8/17/2018) • Existing house has a crawl-space foundation with CMU masonry walls with presumed concrete footings • 267 square foot porch that was enclosed at an unknown time • 414 square foot single car garage • 447 square foot illegal raised wooden deck on water side(17'-6"deep x 25'wide) • 250 square foot illegal raised wooden deck on street side(irregular dimensions) • Existing 716 square foot 19'wide driveway is stone and oil Existing septic system(installation date unknown)is in unknown condition and will be abandoned • New seawall installed in 2005 and built in-front of historical concrete seawall(DEC Application# 1-4738-03435/00001) Proposed New Construction • New Constriction to increase habitable living space to 3,143 square feet but maintain 4-family status • Strip all interior/exterior finishes • Remove entire roof system including structural beams • Demolish 94 square feet of habitable living space that connects house to garage • Demolish both illegal raised wooden decks • Demolish existing masonry wood burning fireplace and build new masonry wood burning fireplace on Eastern wall • Add 221 square feet of crawl space foundation with single story of habitable living space on the Eastern side of the existing house • Add 191 square feet of crawl space foundation with two stories of habitable living space above on the South-Western corner of the existing house • Add 763 square foot of habitable living space above the western half of the 1st level • Build new asphalt/metal roof on both 1st and 2nd levels as well as garage Y • Add 266 square feet of permeable pea gravel with reservoir below to the street-side of the house • Add 1036 square feet(16'x 64'-9")of permeable 12"x 18"cut bluestone patio with open sand swept joints and stone reservoir below to the water-side of the house • Install new insulation,windows,doors,mechanical systems,etc.in accordance with ResCheck • Add a V x 12'concrete mechanical pad on the Eastern side of the house for A/C compressors • Add 513 square feet of permeable pea gravel walkways to the Western side of the house with stone reservoir below • Widen the existing driveway to 24'to allow for 2 cars to park and change driveway from stone/oil to permeable pea gravel with stone reservoir below • Add 200 square feet of permeable bluestone slabs set into grass with stone reservoir below • Add 320 square foot(32'x 10')electric solar array to South-facing single story roof • Add a 25'long and 3'tall wooden farm fence on the Western side of the garage extending to the Western property line with a 4'gate • Install new 4-family septic system(application approved on 11-5-18 with Suffolk County Department of Health Services;reference#R10-18-0103) • Install 4-8'concrete-ring drywell under the widened pea gravel driveway, 2 on the Western side of the house under the pea gravel walkway and 3 under the water-side grass yard;connected to the house roof downspouts with 8"PVC piping connections. See drawing A-120_"Stormwater runoff'management site plan"as part of this Trustees application • 'DEC Letter of Non jurisdiction issued Nov 19th,2018(DEC# 1-4738-03435/00004)and attached Sincerely yours, � /rr Winston Ely Michael J. Domino,Presi,, O�QofF01 0 Town Hall Annex John M. Bredemeyer III,Vice-President �,4� 54375 Route 25 Glenn Goldsmith y 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 Date/Time: Completed infield by: Winston Ely & Tricia Martin on behalf of OLD SALT ROAD, LLC request a Transfer of Wetland Permit#9355 from Joan O'Leary to Old Salt Road, LLC, as issued on November 14, 2018; and for an Administrative Amendment to Wetland Permit#9355 to demolish the entire existing dwelling in lieu of constructing additions and alterations to existing dwelling with proposed new construction dimensions to remain the same as originally permitted. Located: 770 Old Salt Road, Mattituck. SCTM# 1000- 144-5-14 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 Notic 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 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 VM. Domino G. Goldsmith N. Krupski G. Williams Other r NEW YdRK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 9 SUNY 0 Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444=03651 F:(631)444-0360 www dec.nygov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT Winston Ely 507 Clinton Ave.,#1 Brooklyn,NY 11238 November 19,2018 Re: DEC# 1-4738-03435/00004 - -- - -- , 770 Old Salt Rd. Vlattituck,NY 11952 i _ - SCTM# 1000-144-5-14 JAN _ 2 1' Dear Mr.Ely: o f 4 ��9 ( . - Based on the information you have submitted;the New Yoik-State Deportment of Environmental Conservation has determined that: The pokion°ctl'the kcfenenced,propertywhich,is located landward of functional and substantial man- made itru�ture;(a bulkhead)greater than.100' iiaJength,constructed priiii to 8/20177, s e0denced on 1 'SI IC; 's'lCiclal" ledl�iril Acrihl Ph6toftiiap#'706,='538,and as shown on the,survey-prepgared b,y'Kenneth 1 .. 'oy.lhuk lastrevised on August 29,'Z010,is beyond the jurisdiction refArticle'2 (Tidal Wetlands). The,reii rp,ih i.ecordanre.with the;current Tidal Wetlands Land Use:'Regiilations,(3NYCRIt•Part 661)no permit its r6griir'.dd*under the.Tidal' i�llands,Act. Please be advised,however,,that no,construction;sedimentation, or disturbance of any kind.may take place seaward of the tidal wetlands jurisdictional boundary,as indicated above,without a permit. Itis your responsibility to ensure that all necessary precautions are taken to prevent• any,sedimentation or-other alturatipn or disturbance to the,ground surface br'vegetation within-Tidal Wetlands jurisdiction which m4y-result,f'roni.your project. Such precautioris.may•include xnainiaining,adequate•worlc area between the.ddatwetland jurisdictional boundary and yourproject,(i.e.a.15'(o 20'wide construction area)or erecting a temporary fence,barrier,or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. In addition,your check 9.1203 for$200 is being returned with this letter as an application fee is not currently required for a jurisdictional inquiry. .Sin erel R er Evans Regional Permit Administrator sla cc: Enviropernuts,Inc. of MHP �r�rtnr rn��gzvxm Envir�nattrsnl�t file WisermUdn. SUFFOLK COMITY DEPARTMENT OF HEALTH SERVICES WASTEWATER MANAGEMENT 360 YAPHANK AVENUE, SUITE 2C YAPIIANK, N Y. 11980 (631) 852-5700 WINSSTON ELY 507 CLINTON AVENUE #1 BROOKLYN NY 11238 CASH RECEIPT Date Processed: 11/05/18 Receipt 4 193343-P-141447-18572 RESIDENTIAL PUB WTR is LP'S Hdref No, RSO-18-0103 Fee. $465 00 t � Received From; OLD SALT ROAD LLC IV Amount Paid: $465 00 Q f Check Number 126 T Project Name- RESIUENCE @ SALT LAKE VILLAGE LOT 3 �_-_�.------ - _ Location- SALT LAKE VILLAGE Lot 3 1 f GE0145 }'" - > ., 3T"'.".'F;».- .. rte' ., :;^:.a»^....«..,�„...,--• .- "r ..., °,,COUNTY OF SUEPOLK' �� ° � P cw� 'f% - -VTc.Y F.9 U�MWV�R.` ?:� .• ...�v .. x ` �E -• < - Y SuerataccnuarrExrcarve` , OE!'Aa7NEEt tT OF HEALT31 SERVICES ;z"'.:-JAMES,L.T0MbRkEN.flop:MAH°j MaAj(MSW �• - •- , Cpmmi35ipnCf '•�' -- .. PE'•[']Mq`rte.CO -DTy' N .. j4daw)Sorvices iteferenoe,u•-�• - i;:.=� - ;i " ' w The atiached;plau,,Aheri duly si led 6y a representative of the„17epartment in conjunction-with these- rµ t - eontlitions,eoiWituzcs a permit to eonstrtsci;a•sewage disposal an4loravater supplyfor the propmty as, deploted. The aitplicant should take note,of.any conditions ofapproval,which may be indicated owthe plan": or enclosed herein.:Constructian must be its confbiniance,with.the approved plan(s);as well as applicable standardsizicli mg"Standairds'for Approvala£Pia"and Cortstruetion.forSewagellisposalsystems ' for Single>amtiy kesldeitees"Arrrissiatis;inconsisteucics orlack of do fail,on the plan dont t release the applieant from the responsibility of ensuring that the construction is performer)in conformance with ' p appticabie.stan'dards:Issuance•of.this permit shall'in no wayrelleve the°li'cehsed design'professional of tespoxWbiIiIy for the adc(jik v of the complete deslgn.` ' . T'he permit-(plan)expires three(3)years after the tipptovalhatc, Aaymodification to tlwapprol;ci design ' + reiluires,sttbtnlssion of a.riylsed;piari i6d additional feei.(if applicahle):far reappresvaL�rior«s eonstnibtion: — - - - - -1 No inspactioits will bo'perfoz tneti;by the Department-if a capy`,oC the approved site plaulsurvey;is not' �_w - V on site during,eonstruetiod oY if the peruxdhas expired. :—_- Permits ma,be renewed,transierred,or revised in aacordanpe-with'the rocedwes describl d in the, y, I? � lnstrirctleius•to[Tpdate an 3xisting;Perrnit,fpr Single Family Residences(Form\V•W iN-IQ9). ,. � 1;r' Ct is the applicant's re,sporisitiility to enstare that.dte 13ejiarttn tit is cctntnctuf is rrttvunee to arrange for - inspeciions oC all cpmptinents of the se,wage disposal andtar water siapgiy facllztics prior W,backfilling or S' using.'In'eertain cases;iziSpeetions_gflhe soil excavation niay lac ri gutted to deternuite the.ticceptability of the.sails far seu age disposal systems. The:nepar€itient must he notified liy 4:t20`pm one lsusiuess;d prier to the date of the requested iu:spestlon by eaHing G31-852»5754. Also,excavatiorJsoCl(nspeetluns f'+ `_, "P must be eitdGrmed bye ealttirg 637 852-S7Q0 be€w@ere8i30 am anti 9:3U tin on the morning of•the-,,, l i3 ' requcstediNspection.Ar•tiete Irjl a(rhe Su,1jatkCorattj;.C'acle;.4`Septic Iirtltistry Businesses;'regiiites'iiiirr:.,�” - ��' '' No i r all`lnstaFtarsafsstnttarj'systemrswithinSetffvikG'ountysha%f possess•pvglit(1.igttiit4Yristettcetisefromdie Su alkCduni CI ueo C'onsumerA airs 631`853460a 77tisa ceiviFt,nnt`ernrmtnr>ectivras ox„ i'' _-'i e0t7lraCforr thattic,mai patsess u valld/,iqufrl W ste license,`Itis,thcr tare,;Fn your hesiinleres'i to ttihie u " samitury system evntrrictnr.'tvtf7i the,pratscr tr'cense,I4 arvitl,suhsliztrtial tl�tals,ittvatrrarajeCi. ° 1 �-i_ - -`", i .Final approval issued by the Department'is'necessary prior to the occupancy of new buildings," _-_ - _3 additions to�existing buildings,or for the use pfstwige disposal or_.watee stipply.systetns. -� SFF RiVERSE FOR CONDITIONS#OR'O'DTA11TtNG FINAL APPROVAL 4VWM-058(Rev.08/11) . mage I oft` •4. x. ,,..,.... �>a .,c,._. - .z_..._ " ., ......... .-..._.- ... .. .. .e.. ." ... I iD Ref : f SCTM CONDITIONS FOR OBTAINING FINAL.APPROVAL OF,CONSTRUCTED.PROJECT: As a condition of-this permit to construct,the following items must be completed as a minimum,prior to 'building occupancy or use of the sewage disposal system or water supply facilities.r'or further information, refer to Instructions far 6btalning Ficial Health Department Approval Of eonstructed Projects For Single Furmily,Residences(Fgrm WYYtt-041). INSPECTIONS REOUIRED-r,or all inspections call 631-852.5754 to request an inspection by 4:00 pin,, rine business day prior to the requested inspection day. ❑ Excavation Inspection(s)by the.Offiee of Wastewater Management prior to installation of any leaching structures to determine acceptability of soils.,After requesting, confirm the inspection by calling 631-852- 5700 between 8:30 ani and 9:30 aro_on the morning of the requested inspection. Excavation Inspections are'not performed on Fridays. [ Satisfactory inspection by Office of Wastewater Management of.the sewage:disposal system/sewage treatmeht system.' ❑ Satisfactory inspection-by Office of Wastew6ter Management of the water supply for the accessory building(s). (� Satisfactory inspection by Office of Wastewater Management of the,watevsupply system. ❑. Satisfactory inspection by Office of Wastewater Management of the sanitary system retaining wall. El Check with local Building.Dept.to verify if a building permit is required for the installation of an 1/A OWTS(e.g.,electric permit). DOCUMENTS REQUIRED: Four(4)prints of an As-Built plan(See'instructions Form.W WM-041) "Tap letter"or equivalent from water district indicating approval of the public water supply °y Certification from,the licensed sewage disposal system installer(Form WWM-078) EJ "S-q form"from Suffolk County Department of Public Works, including field sketch(SCDPW) ❑ Sewer district approval of sewer line installation(for other than SCDPW districts) Well drillers report. ❑ Water analysis by a NYS certified laboratoty.(perfortried within one year) Certification of Sewage Disposal System Abandonment(Form WWM-080) ❑ Signed copy of the Operations&Maintenance Contract for the IIA OWTS ❑ Completed Application to Register an I/A OWTS (Forth WWM-304) Design Professionals Certification of Constructed Works(Form WWM-073)for: ❑ Sewer lines and sewage collection system(for public sewer system) ❑ Retaining,wall(s)installed as part ofthe sewage disposal system Sewage pump station/valve chamber(other than,l/A OWTS) ❑ Sub-surface.sewage disposal system(other than IIA QWTS) ❑ I/A OWTS and all related components ❑ Water supply system ❑ Abandonment of Pre-existing sewage disposal system and/or water supply components ❑ Leaching structdre(s)/system and all related components ❑ Other, Q Other: Copies of all forms are available from the Department or at m ww.sul°folkeotintvnv tlq\jhg it i under"Documents and Forms" WWM-058(Rev. 08/17), Page of 2 184380n 10117KK sUFFoLK COUNTY DEPARTMENT OF HEALTH SERVICES OFFICE Off'WASTE'WA.TER MANAGEMENT 360'VAPHANK AVENUE,SUITE, 2C YAPHANK,NY 11980 (631)352-5700 OR HealthWWMC suffo1kceuntyuy gov INSTRUCTIONS FOR-OBTAINING FINAL HEALTH DEPARTMENT APPROVAL OF CONSTRUCTED PROJECTS FOR SINGLE FAMILY RESIDENCES Itis the applicant's responsibility to ensure that the Department is contacted to perform,the necessary inspections of the sewage disposal and/or water supply facilities prior to backfilling. These include inspections of sewage collection/disposal systems and water supply system.components and piping,and final grading as shown on the approved plans. In certain cases inspections of the soil excavations for sewage disposal systems as well as other inspections,may be required. To schedule an inspection of the sewage disposal system and/or water-supply facilities,call,(0,,31) 852-5754 before 4:00 pin one business day prior to the desired inspection date. In addition,excavation inspections must be confirmed by calling(631) 852-5700 between 8:30am and 9:30am on the day of the inspection. Please be advised that-after reviewing the requested information below,the Department may require additional site inspections including but not limited to exposing additional portions of the sanitary system,water supply,etc.for reinspection: Following°satisfactory construction and inspection of the sewage disposal/sewage collection and water supply facilities,the following items are required for final approval: , 1. Please`submit 4 original prints of an"as-built"plan/survey of the property containing a NYS licensed Design Professional's original stamp and/or signature. Photocopies are not permitted. The as-built plan roust represent the"Post-Construction"condition of the subJect property. Structures shall not be labeled as "proposed"or".tinder Construction". The"as-built"site plan/survey must contain the following-information: a, Lot location,distance to nearest cross street,lot dimensions/metes &bounds,Suffolk County Tax Map Number acrd if applicable,subdivision name,subdivision reference number,and,lot number. b. Any and all existing structures on-the property including but not limited to: dwelling/building structure, driveway,sidewalk(,.swimming pool,fish pond;patio/deck/porch,�drywells,storm drains,catch basins, &all drainage structures,geothermal"well,irrigation well,fuel tank,undergroundutilities,etc. c. If served by an on-site sanitary system,all sewage disposal components on the property(septic tank(s), leaching,pool(s,);leaching structures,sewer piping,manhole,etc.)must be clearly depicted. If an , - Innovative and Alternative Wastewater Treatment Systern has been installed,the as-built plan must also indicate the-installed locations of the control panel,electrical wiring,and remote vent piping for the system. AIl"strUCtures must be drawn to scale,and roust be shown in their.exact location with proper structure orientation. Measurements(in feet)must be shown from at least two-corners of the building to the center-of the access openings(manholes) of all sewage system components. Measurements to the septic tank/treatment unit must be shown to the venter of the"outlet"manhole opening. 'Be sure to also include,measurements to any manholes,cleanouts,andleaching structure access ports on site. d: If served.by public sewers,show the exact location of any sewer lines from the building to the street, Be`sure to include the'location of any bends and cleanouts provided on site., e. The,exact location of any and all hater supply components on site must be clearly shown. If served by a private well,you must show measurements (in feet) from at least two corners of the building,to the center of the well casing, Also show the entire water lateral from the well to the building. If served by public water show all water lines in their entirety from the building to the street. f, Show any site conditions that may have developed since.the preliminary approval of this project that may impact the location or functioning of the sanitary system or Water supply(standing water,grade change on adjacent neighbor's.property,etc.) g. HAVE A CLEAR AREA AT LEAST 3°x 5"FOR THE DEPARTMENT'S`APPROVAL STAMP. W WM-041-(Rev..8/1'7) Page 1 of 2 7 P1111 c�ii� WWM 078'ar�e44ivate4)from tb6 llcens4 system Nis been constructed according to the criteria of the Cannot bp,obiained.farm WMM-673 corn1e ti by"alicensed architect orcpgiftcermay be submitted. P W as 66 pciabie'water supply,!hen tfieapphcad must su'lihil,1,a well,watei completed Within one(1)year by a certified laboratbry,An(ta Well driller's report completed by,a lice6dd ' �,as a�s6iiW4 in.fhe,13epartme'nt's'"PriwitiWaielr Sys&rnisSdmlards1_Tj may not be installed v4thout pno ` rapprovaloffheDapartmaAC, if,,any pra4ist,ing,,subsurfice*sewage disposal system'components have been abandonedorremoved,tho',, up b"ii,6(�&dfi ii licensed coutiactor,attes6p, 1 ,plidlant rnust,su m t Certificate that the previous system has been abafidoned according to the 8rileria of the Department. if a certificate from the,contractor,cannot be obtained,form W WM-t173 orengincerfitay be submitted, Any,,vek 415ifidonm tniustbave Leen paArmcid ihSc co 5,If public,sewers are utilized,in districts operated bkotliertbajrSuffolk Qqiimy the,,jp�tlicant must subtft one A, I ine inspection Avvfoval from"ifie sewdr,district. fii'4istdcts%�crat6di by Suff6lk County,the Applicanimust wiitadi'the Suffolk County Dcpantaeiit of Public Works toftsure that,A inspec lions and"9-9 Form requirements are approved.,, G.If pbblic watcris'uljiii&d,and i6w water, appropriate`water digtdci indicating that the waterservile installation has been completed to the dwelling,If any seasonal,water lines fora cabana,etchave been instaMd,provide awritten statement from both the p.lumb6raridth&'homeowner. The-`plum"b''r nust state that ilicipasonat. "ater line has be'dnirovided with h the proper valves firta�biow-off to facilitate wintenzau6n"1u hnmeaa tree must state that'it is icknQedged , that the seasonal waterline must be winterized to�prevcnt freezing. 4 11 In certain 6ies,'the applicant will be regi kid to submit a certificaoian 4�qufif*-eqscd,des;ign professional, attesting that all components tie the seago disposal system.rel.kining wall,sewagepumpsfdtion,etc.have been inopetly inspected and constructed according id,the approved plans and permit conditions. Refer In "Certification of CoustructW.Works"(Form W4VM-073).,6thcr:docuinenta may be required as indicated. 6ti,thgo,limit tkicojistNct.and'on the PermitCon,4' �(Fonn,WWM-65��)'atta'c'hed"toyo-u-'r'on' i il !ttqn, "' I gim pprrqK to construct, Additional,inforrnail6n ma�,Also be requited after review iffthe documents miliested,9A this fonn. if an innovative andAlter"native Onsit¢wastc�aiei Ticatment System(11A 6*11-3)liasbeefi installed, submit a o of signed Operations I Mai en" nc agreement wilt ihib e,ficcen sed 0 M}irovider,as we l l completedas a pp0R ,. t3WTS Tar a W4sPeIt! itredr1P_1. appticantsshotttd refer to the it a-as; ttinerif Approval tit CanstrucC.-_ Copies of all forms areavallable,frim the Department or at wwwsuffolkeountypygov AIU$T 1111 NUSUBM!MD. !��CORRESPONDENCEDADOCUME N � PHOTQCQPWS OF DOCUDOCUMENT'SY"NOT BE ACCEPMO AND ALL SIGNATUM MUST BE 01UGINAL WWM-041(Rev.810,` 3 Page Tof2 S,C,TAA, NO, DISTRICT. 1000 SECTION 144 BLOCK*5 LOT(S),14 710 18-0103 1-7 'M4,A,I,,"r�t c' m"'=Y�,,nivpn rIw,b,-hn Tomr, 9jfvj(S--' Av SALTIAKE LANE: -OLD--SALT ROAD myy -.,ftmol kil SUN M79 787*.* LOT 2 Lp Lp maul= 4p 12M&L S-. LOT 3 W 2DWf 811 LP. 9 z a txxx ORO. X2 ISM OF EMWnt pwam 71) a 92 TA 8.6 LOT 4 W,AMW a= DwaLR= 0=4 A S2 tzwn0K4%1011"E`WE O;JTNDOR 8140%SZ-256 SF, MOU--S-2,273 SF Csr< GARAGE'415 S.F 186X k. 2944 SF c TOTAL PROP08LED COAiPAQ EL ALOT ARFAj I-Imz 9 5.F.207-3171 S s aw.as OR sROI04 TYPICAL CLEAN OUT, OL Y SANDLOAM I& SLATE'OR END z:- ---------97 S40 2.2' ORM Sm LOW X." PALE SPOM NEDAIM a-ASp S" GRAvm nwfm opm7m FLOW MA WAITR GROUND WATER C-Lom EL ZO S%010 S qJ11"W 100.00' sajorAD PALE mum ISO, GREAT PECONIC BAY Mum AUG 28,2018— ] K. WOYCHOK LS ni 9z corn.�rfe fiis;)s Si I'M kh. otkwS'All JT 8.0 1.3 NV.'Zu) P4 WHEST EXPECTED WATER EL 20 RLVISED REVISED 09-25-18 SarutarY Gros-Section 7NE WATER SUPPLY. BELLS;DRYIAELLS AND CESSPOOL LOCIA77OVS SHOM ARE FROM FIELD 09SERVA77ONS FIRM MAP#3611 03C0482,4 AND OR DATA OSrA-'.'J0 MOW DINERS AREA- 15,855,9 SOFT. or 0-16 ACRES (TO BULKHEAD) ELEVARON DATUM U04,07HORIZED Al TERA770N OR ADD/770N TO THIS SURVEY IS A WOLA-34-4 OF SLICRON 7209 OF THE NE-w YoRg STATE EDLIcAnoN LAW coms or mis suRvey MAP NOT BEARING THE LAND SURVVPS EMBOSSED SEAL SHALL NOT Sr CONSIDERED TO BE A VALID TRUE COPY. GUARANTIES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR t*a# THE SURVEY IS PREPARED AND ON HIS BEHALF TO IHE'777.E COMPANY, GOVERNMENTAL AGENCY AND LENDING INS7771J770N LISTED HEREON,AND TO THE ASSIOVEES,OF THE LENDING INS77TU70N', GUARAN7--m-S ARE NOT TRANSFERABLE. THE aztsm OR Dvmmmoms snom HEREON FROM r-IF PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7PIrRr,-0RE THEY ARE NOT wm-ow To moNumENr THE PROPERTY LINES OR To GUIDE rw&IIECnom OF FENCES:, ADD1770MAL STRUC71RES OR AND 01HER IMPROVEMENTE, EASEMENTS AND/OR SUSSURFA�STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EUDENT ON THE PREMISES AT THE MLIE OF SuRiEY - suR\Fs-a---LOT 3 1 CERTIFIED TO- 'WINSTON ELY, MA''Or-SALT LAKE VILLAGE TRICIA ANNE MARTIN; mEm MAY 10, 1940 No.1310 F7DEL1TY NATIONAL TITLE INSURANCE CO., siTuATE!)AT:MATTITUCK Tom OF.SOUTHOLD MNNTETH M WOYCHUK LAND SURMING, PUC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 9LE#18-112 SCALF:'I"--30' nATE-AUG- 28, 2016 FROM(631)298-1588 PAX(631)298-1580 IV Y.S LISC NO. 050882 tiaitataniog ram r—do of RmUaA 1.Rovuenq<—*M,Voyth4k ��o�OS�FFO(KcG Town Hall Annex Michael J. Domino, President John M. Bredemeyer, III, Vice-President 54375 Route 25 142 Glenn Goldsmiths ,?y P.O. Box 1179 A Nicholas Krupski y • ���� Southold, NY 11971 Greg Williams � �ol ,�„ �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; a 9W BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT N0. 9355 DATE: NOVEMBER 14,2018 ISSUED TO: JOAN O'LEARY PROPERTY ADDRESS: 770 OLD SALT ROAD,MATTITUCK SCTM# 1000-144-5-14 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 November 14, 2018, and in consideration of application fee in the sum of$250.00 paid by Joan O'Leary 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 for the existing 2,381sq.ft. dwelling with attached garage and enclosed porch on slab foundation; construct additions and alterations to existing dwelling for a proposed 3,143sq.ft. two-story dwelling consisting of demolishing existing front and back wood decks; demolish 94sq.ft.section connecting dwelling to garage; remove entire roof; remove existing chimney and install new; construct a 221sq.ft.one-story addition on slab foundation onto eastern side of dwelling; construct a 191sq.ft. two- story addition with basement foundation (for mechanical room)on south-western side of dwelling; construct a 763sq.ft.second-story addition on westerly side of dwelling; construct new roof on dwelling and now 414sq.ft. detached garage; install 266sq.ft.of permeable 12"x1811 cut bluestone patio with open sand swept joints and stone reservoir below on the landward side of dwelling; install 1,036sq.ft. (16'x6419")of permeable 1211x18"cut bluestone patio with open sand swept joints and stone reservoir below against the seaward side of the dwelling; install 513sq.ft. of permeable pea gravel(with stone reservoir below)walkways along the western side of the dwelling; widen and replace existing 716sq.ft., 19' wide driveway to 241 wide using permeable pea gravel with stone reservoir below; install 200sq.ft.of permeable bluestone slabs set into grass with stone reservoir below on landward side of dwelling; install electric solar array on new roof, install a 41x121 concrete mechanical pad on the eastern side for A/C ftw compressors; install planting areas around dwelling; install a 251 wide and 3' tall wooden farm fence on the western side of the garage extending to the western property line with a 41 gate; abandon existing septic system and install new septic system landward of dwelling; and to install gutters to leaders to dr wells and in accordance with Chapter 236 of the Town Code-Stormwater Management; and as depicted on the survey prepared by Kenneth M.Woychuk,Land Surveying,PLLC, dated August 28, i. 2018,and stamped approved on November 14,2018. ate Sea]to be affixed, IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate and these presents to be subscribed by a majority of the said Board as of the 14 day of November,2018 _�*413F Mt nn Goldsmith-Absent COD ..... ..... 1001 TERMS AND CONDITIONS The Permittee Joan O'Leary residing at 770 Old Salt Road Mattituck 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. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. 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. 10. 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 O��QF SOo Town Hall Annex John M.Bredemeyer III,Vice-President O 54375 Route 25 i P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski p@ Telephone(631) 765-1892 Greg Williams �� Comm Fax(631) 765-6641�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 14, 2018 Winston Ely 507 Clinton Ave., #1 Brooklyn, NY 11238 RE: JOAN O'LEARY 770 OLD SALT ROAD, MATTITUCK SCTM# 1000-144-5-14 Dear Mr. Ely: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, November 14, 2018 regarding the above matter: WHEREAS, Winston Ely on behalf of JOAN O'LEARY 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 1, 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 November 14, 2018, 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, 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 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 JOAN O'LEARY for the existing 2,381sq.ft. dwelling with attached garage and enclosed porch on slab foundation; construct additions and alterations to existing dwelling for a proposed 3,143sq.ft. two-story, dwelling consisting of demolishing existing front and back wood decks; demolish 94sq.ft. section connecting dwelling to garage; remove entire roof; remove existing chimney and install new; construct a 221 sq.ft. one-story addition on slab foundation onto eastern side of dwelling; construct a 191 sq.ft. two-story addition with basement foundation (for mechanical room) on south-western side of dwelling; construct a 763sq.ft. second-story addition on westerly side of dwelling; construct new roof on dwelling and now 414sq.ft. detached garage; install 266sq.ft. of permeable 12"x18" cut bluestone patio with open sand swept joints and stone reservoir below on the landward side of dwelling; install 1,036sq.ft. (16'x64'9") of permeable 12"x18" cut bluestone patio with open sand swept joints and stone reservoir below against the seaward side of the dwelling; install 513sq.ft. of permeable pea gravel (with stone reservoir below) walkways along the western side of the dwelling; widen and replace existing 716sq.ft., 19' wide driveway to 24' wide using permeable pea gravel with stone reservoir below; install 200sq.ft. of permeable bluestone slabs set into grass with stone reservoir below on landward side of dwelling; install electric solar array on new roof; install a 4'x12' concrete mechanical pad on the eastern side for A/C compressors; install planting areas around dwelling; install a 25' wide and 3' tall wooden farm fence on the western side of the garage extending to the western property line with a 4' gate; abandon existing septic system and install new septic system landward of dwelling; and to install gutters to leaders to drywells, and in accordance with Chapter 236 of the Town Code-Stormwater Management, and as depicted on the survey prepared by Kenneth M. Woychuk, Land Surveying, PLLC, dated August 28, 2018, and stamped approved on November 14, 2018. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, Michael J. Domino President, Board of Trustees MJD/dd �,6�pS11fF0t/t�� Michael J. Domino, President ��° ���; Town Hall Annex John M. Bredemeyer, 111, Vice-President a 54375 Route 25 Glenn Goldsmith �o �, P.O. Box 1179 A Nicholas Krupski Southold, NY 11971 �! ��1 Telephone 631 765-1892 Greg Williams ,,�. p ( ) Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: JOAN O'LEARY c/o WINSTON ELY Please be advised that your application dated October 1. 2018 has been reviewed by this Board at the regular meeting of November 14. 2018 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) — (Silt boom) 1 St Day of Construction ($50.00) % Constructed ($50.00) xx Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) 30-Year Maintenance Agreement (complete original form enclosed and submit to Board of Trustees Office) The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application'fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: �2- TOTAL FEES DUE: $ 50.00 BY: Michael J. Domino, President Board of Trustees NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 9 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.d ec.ny gov LETTER OF NO JIURISDICTION TIDAL WETLANDS ACT Winston Ely 507 Clinton Ave.,#1 Brooklyn,NY 11238 November 19,2018 Re: DEC# 1-4738-03435/00004 770 Old Salt Rd. Mattituck,NY 11952 SCTM# 1000-144-5-14 Dear Mr.Ely: Based on the information you have submitted;the New York State Department of Environmental Conservation has determined that: The portion of the referenced property which is located landward of a functional and substantial man- made structure(a bulkhead)greater than 100' in length, constructed prior to 8120/77,as evidenced on NYSDEC's Tidal Wetland Aerial Photomap#706-538, and as shown on the survey prepared by Kenneth M. Woychuk last revised on August 28,2018,is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRIZ Part 661)no permit is required under the'I'idal Wetlands Act. Please be advised,however,that no construction,sedimentation, or disturbance ol'any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above.without a,permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation witl'iin Tidall Wetlands jurisdiction which may result from your pr<lject. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area)or erecting a temporary fence, barrier,or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. In addition,your check 91203 for$200 is being returned with this letter as an application fee is not currently required for a jurisdictional inquiry. Sin-erel 7 R) er Evans Regional Permit Administrator sla cc: Enviropennits, Inc. ,Ew,vcat( Departrpentof MHP SIATC OI esvout'm Environmental file Conservation S.C•T.M. NO DISTRICT: 1000 SECTION. 144 BLOCK- 5 LOT(S) 14 SALT LAKE LANE SITE PHOTO K E Y DWELLINGS W/PUBLIC WATER —150'— U.P. 50'—rU.P. _ _ WATER MAIN S 79005'00" W 75.00' MON EDGE OF PAVEMENT MON. L EL 8.0J' WM� / EL 7.9 .9 787 LOT 3 #1 I m , EL�.5 _ LOT 2 yl ww N DWELLINGS W/PUBLIC WATER71 n I } –°�-150' m EL 9.1 EL 9.2 cr CONC APRON p Z C)I 20 3' ml Y cn J GARAGE m GF 9.3 I cN EL 9.2 J w m O EL 9.2 cr0 WOOD 13.8' co EL 8.5 LOT 4 �^ DECK a �, ` I DWELLINGS 25.2' 3.0' 18 7' 0.4' CLEAN–OUT Z W/PUBLIC WATER C ® O 150' C EXISTING a N 1 STY FRM. EL 9.2 U-1 DWELLING. p #770 11 4' FFL 11 2 Cnn Ln {' 25.0' EL 85 EL 9.9 ENCLOSE o PORCH 13.7' EL 9 24.8' WOOD m DECK ? EL 8.5 EL 7 E 9 9 O -wP ELEV. 8.5 OL DR BROWN 1 0 ^� O .–� SANDY LOAM DCTJ BROWN = SM LOAMY SAND 2.2' DZONE X n E FLOOD ZONE BOUNDARY EA 4 PALEBROWN MEDIUM 3.3' ZONE VE (EL 8) Y STONE SPLASH AR SP SANDEA & GRAVEL rCONC. SEA WALL -'—VINYL OCK WATER HIGHEST EXPECTED S 79005'00" W 100.00' BULKHEAD IN GROUND WATER PALE EL 2.0 MHW AT BULKHEAD BROWN MEDIUM 6.0' SAND GREAT PEC NIC BAS, GRAVEL AUG 28, 2018 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL K. WOYCHUK LS LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FIRM MAP#36103CO482H AND OR DATA OBTAINED FROM OTHERS AREA: 15,855.9 SQ.FT. or 0.36 ACRES (TO BULKHEAD) ELEVATION DATUM _NAVD88................ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 1S PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR DDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUETURES RECORDED OR UNRI �4/ 1, /V�IT G1ARAN7f�E-0 S PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY I�, SURVEY OF: LOT 3 JIU CERTIFIED T0: WINSTON ELY; MAP OF: SALT LAKE VILLAGE CT - 1 2018 TRICIA ANNE MARTIN; FILED- MAY 10, 1940 No. 1310 FIDELITY NATIONAL TITLE INSURANCE CO.; SITUATED AT: MATTITUCK SolmhDldTown SOUTHOLD R�arii P TrnFlres TOWN OF: — KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design ff P.O. Box 153 Aquebogue, New York 11931 FILE # 18- 1 12 SCALE 1 "=20' DATE. AUG. 28, 2018 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S LISC NO 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk n' 1 AIL I �rti ---- JULY 18TH, 2018 F-� -- PHOTO #1 _ FRONT OF HOUSE �L I OCT - 1 2018 770 OLD SALT ROAD, MATTITUCK, NY 11952 DEC ARCHAEOLOGICAL ASSESSMENT FORM Southold Town WINSTON ELY (CONTRACT VENDEE/APPLICANT) F1.. .J nL Tr.nnpC a 1 f+. _. A r r• 4�ry Y x'`�f "�i, �� ru°. , `r pYi + i �a_ - soon - F A•�• I I OCs - 1 2018 ---� JULY 18TH, 2018 PHOTO #3 REAR OF HOUSE 770 OLD SALT ROAD, MATTITUCK, NY 11952 DEC ARCHAEOLOGICAL ASSESSMENT FORM WINSTON ELY (CONTRACT VENDEE/APPLICANT) >L fl t y Ogg I i L- LkL- OCT - 1 218 l JULY 18TH, 2018 r - BLJr 01 IfUo�c -' PHOTO #4 _ BULKHEAD `- 770 OLD SALT ROAD, MATTITUCK, NY 11952 DEC ARCHAEOLOGICAL ASSESSMENT FORM _�_ kL WINSTON ELY (CONTRACT VENDEE/APPLICANT) ECEB DIDNOV - 1 2018 Southold Tovw Board of Trustpos J A'. SOD CLEAN TOP�OIL ' J—BOLT WITH NUT AND WASHER r 8X8 PRESSURE TREATED TIMBER AW' V1 12X12 CONCRETE ANCHOR 2" BASE AGGREGATE; ASTM NO. 57 ewe r n , ,}� P rn ♦ � Ytr,� -:.�, , • r UNDISTURBED SOIL �w1 1 •G .5. •}r .. � {{���..}}"" 4" PEA GRAVEL MIX 50% PEA GRAVEL/50% SAND FILTER FABRIC ) .t.t'X. '•�' 6" BASE AGGREGATE; ASTM NO. 57 UNDISTURBED SOIL Pi 5 • �¢' •, h' ;�� *' , y�iy4;r� .•�, 7-25-2018 =„ z WINSTON ELY � � ' sy s '' '• "u �� 770 OLD SALT ROAD, MATTITUCK, NY 11952 �,,,' ' ~;� {i'� ;''' ? • '' ^, "' ;' PAVING SPECIFICATION/DETAIL TYPICAL PEA GRAVEL PATHWAY I� NOV - 1 2018 Southold Town I ar of Truvr, - _ SOD n.. y CLEAN TOPSOIL 1-1/4" CUT BLUESTONE PAVERS WITH SAND SWEPT JOINTS 4" SAND BED 6" COMPACTED BASE AGGREGATE; ASTM NO. 57 UNDISTURBED SOIL y . .= - •rrrvswer rnrexnrncwer rnaaJw rn ,: - w+wrwww.rm wuernrwuerm wwnrwa _ f - - r 7-25-2018 WINSTON ELY 770 OLD SALT ROAD, MATTITUCK, NY 11952 PAVING SPECIFICATION/DETAIL TYPICAL BLUESTONE PAVERS J S.C.T.M. NO. DISTRICT: 1000 SECTION: 144 BLOCK: 5 LOT(S): 14 OCT - 1 2018 SALT LAKE LANE Southold Town Board of Trustees DWELLINGS W/PUBLIC WATER 150'— U.P. —..—..—..—.. —..—..—..—..—..—.. WATER MAI _ _ N APPROVED �Y ? OLD SALT ROAD - W.V. IN, S 71°05'00"W 75.00' =`80�4RD OF 1 RUSTEES MON. PAVEMENT MON. �L EL 8.0 \ SWIN EL 7.9 9 7 7'f W.M. iZ a -TOWN-OF-SOUTHOLDEV I LP DATE LOT zI 8' LP LP Novae Ick._Zol g o �o OPOSED 4RBEDROOM SYSTEM DWELLINS1 01250 GAL S.T. ATER o LP LPI I� LOT 3 ,ate (s) 2'DEEPx8'0 L.P. a µ o �I EL i CONC. APRON � m DEcK • ,- m: :::::20;3::..:'•'•. p POM OF BMWI Ni'GARAGE::,•, To BE REWYM S7 m 00]lA1G M I W:GF 93 EL 19.2 z LEAN—OUT . ..... � 9.a�_� LOT 4 FRW.ARM BMW EL 8.5 25. DWELLINGS Jt \ Z W/PUBUC WATER �MPOJiCH :;•.: : \i 150'— 1•,ExisT1NG `.:.... ::.::: �\ EL 9.2 ° ROPOSED LOT COVERAGE cn 1 SN ERM.:.;::;.::: '•: i ;:•;;:;p •DWEwNGi::::...:::{:,:..: \ o LPAS PER WE DESIGN WE BUILD) pRop " :F•:. ��o;:::; ?.,., ;� OM SWW o_ DECKS, PORCHES & OUTDOOR SHOWER: 256 S.F. TO BE AUWM :: '•:':::\i\ ANDfluxtFM HOUSE: 2,273 S.F. :..1':i:: •:'.':: ': t:::`'':.'•::': i YM am am GARAGE: 415 S.F. \�i\i\}•:;: .. "i\ SAND, AFM_ ppp \\ "'' "''"' •` ...'::.`:'•':.': \ TOTAL PROPOSED COVERAGE: 2944 S.F. or 18.6% EL 8.5 \�\\ �, pupal��\ .:.:.'i..:..:.•:\� LOT AREA: 15855.9 S.F x 20%=3171 S.F. EL 4.8' tUlnnti ' ' , ELEV. 8.5 " %%' 1'.' G: DR BROWN TYPICAL CLEAN OUT ' A110 bN EL 8.5 OL DY LOAM 1.0 STOPPER END SLATE OR " 'C";" o w BROWN SUITABLE COVE OR PLUG D `^ ------ s•� o ' SM BROWN SAND 2.2' o -- o �o — m . Em DBT( �m M BE RDi= c 3y PALE BROWN 30' ELBOW 9! ZONE x MEDIUM 3.3' 60' WYE EL 8.6 FLOOD ZONE BOUNDARY EL 8.8 v SP SAND & ZONE VE(EL 8) _ __-GRAVEL _ –– ---- — FLO W'F STONE SPLASH AREA 3 — HIGHEST IXPECTED >; o ., _CONQ SEA WALL WATER GROUND WATER S 79005'00"W 3 100.00' �'VI� C—LOCK IN EL 2.0 BULKHEAD PALE HW AT BULKHEAD BROWN , MEDIUM 6.0 GREAT PECONIC BAY &1D GRAVEL FFL 112 Cover to grade if drop"T"to AUG 28, 2018 used on inlet Locking cast-iron K. WOYCHUK LS CANO GRADE 9 2 cover to grade GRADE 95 r LE \UP _ Chimney a 20 Min 20 Min Locate drop"T"under access Z (7 5) opening for maintenance ' ,s Inlet Ho s Invert '(7 25) rn N �u� m ® M ®9 a (7 46) tn�a M M1 m a a Nfin.4"dia SDR 35 pipe> ,p (6 75) (6 67) ® ®®�p or equal Pitched 1/4"/8 Flow a -1Baffle 011 Min 4"dia SDR 35 Leaching Pool(typ) 10' min m pipe of equal Pitched 1/8"per foot 1' 3'collar Bottom of min oo Back fill material to be Septic Tank 8' INO• clean sand&gravel EL(2 42) 1250 GAL PRECAST S T Ez ODD. ® ®®ao ® Go 000 Bottom of Leaching Poolscza �z 21 or ® ® ®®ao- E1(5.0) - N HIGHEST EXPECTED WATER EL 2.0 REVISED 09-25-18 Sanitary Cross Section THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FIRM MAP#36103CO482H AND OR DATA OBTAINED FROM OTHERS. AREA: 15,855.9 SQ.FT. or 0.36 ACRES (TO BULKHEAD) ELEVA77ON DATUM: NAVD88 --_ UNAU771ORIZED AL TERA 77ON OR ADD177ON TO 7HIS SURVEY IS A VIOLA 77ON OF SEC77ON 7209 OF 7HE NEW YORK STATE EDUCA 77ON LAW. COPIES OF 7HIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE ]HEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD1770MAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT 7HE 77ME OF SURVEY SURVEY OF: LOT 3 CERTIFIED TO: WINSTON ELY; MAP OF: SALT LAKE VILLAGE TRICIA ANNE MARTIN; FILED: MAY 10, 1940 No.1310 FIDELITY NATIONAL TITLE INSURANCE CO.; SITUATED AT. MATTITUCK TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 "— AUG. 28 2018 PHONE (831)298-1588 FAX (831) 298-1588 FILE # 18-112 SCALE: 1 –20 DATE: N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Aoychuk LEGEND NOTES: STORMWATER RUNOFF CALCULATIONS /'06=1111fti,%% CONTRACTOR TO 8' DIAMETER CONCRETE RING DRY WELL 1) MUST BE INSTALLED 10' AWAY FROM STRUCTURE OR FOUNDATION. A * I * C = Q Q 42.3 = v (300 GALLON STORAGE CAPACITY PER 2) MUST BE INSTALLED 10' AWAY FROM SEPTIC. VERIFY ALL 1 / VERTICAL FOOT Q=STORM WATER RUNOFF(C.F.) V=VOLUME TO BE STORED(VERTICAL FEET) DIMENSIONS AND FIELD �s••�/ C=COEFFICIENT OF RUNOFF Q=STORM WATER RUNOFF(GPM) 1=RAINFALL INTENSITY(INCHES/HR.)_2" STORM 42.3= CONVERSION CUBIC FEET TO VERTICAL FEET CONDITIONS.8" PVC INLET W/1% MIN. SLOPE. A=AREA IN SQUARE FEET -- 0 DOWNSPOUT FROM ROOF ZONE C I (INCHES/HR.) A(SQUARE FEET) Q(C.F.) Q(C.F.) C.F. ->V.F. V (VERTIAL FEET) GARAGE ROOF A 1 0.17 250 42.50 42.50 42.3 1.00 B 1 0.17 250 42.50 42.50 42.3 1.00 MAIN ROOF C 1 0.17 510 86.70 86.70 42.3 2.05 ,, D 1 0.17 1339 227.63 227.63 42.3 5.38 2ND-LEVEL ROOF WE DESIGN I WE BUILD --EI 1 0.17 565 96.05 96.05 42.31 2.27 F 1 0.17 565 96.05 1 96.05 42.3-r- 2.27 10' SETBACK FROM SEPTIC RINGS 10' SETBACK FROM FOUNDATIONS 3'-0" SETBACK FROM PROPERTY LINE EXISTING WOODEN WALKWAY AND PLATFORM WITH 4' X 12' CONCRETE MECHANICAL PAD REMOVABLE ALUMINUM STAIRS TO BEACH BELOW 1 I '10 '''' ----------I -------- t ' / "VOWSWIM10maeft"111111 _ c , r,Y 41P 00 or /i .---------r- --------------�-J L -----------------r------ - ___-- K. 524 LU LL // j I ♦/ `� ���GOV w W 1 1 I I ► - w do� w I ;'y .--I I ♦ 1y��� o LL W I A 1C(r �i� I " Q Z O W LL W f l X 0- "��' I E' a v W II / ► w W i � I � A Revisions: 1 1 J // I W LL J Z Engineer(neer of Record: s W James Deerkoski P.E. of Ll 7 X / �� I -- �; Qo I ` r; License #72502 WW I W ; Iii `P� �. DEE,( r-=-- ----•��-�.�G'�J I I cel y I / '° ♦ W LL I► 1 a % ' ��' mi t'' i ({,. ✓r, W 3: W pop co ULI . .: do 0 odo ui- , : >' of N / ---- -------- r-- I- �opd Li I • I U) X Lou W Z s. LL< f- 0 Q W I I I / LL I IUL a I O Design Consultants: I I I I- WE DESIGN; WINSTON ELY I LU LU , W W it W I > F- 0 0 I i I �� � x; > w P w I /' t` W W w I I I /i 33 FLATBUSH AVE., 6TH FL., rLL. V) Z I / I CMUJI- W I I 1010 '` j . 1 : . j I cv t� cn Z I I y BROOKLYN, NY 11217 v.. _ .0 % T: 347-236-0141 wely@wedesign-nyc.com LL I I I Owner's Information: h OLD SALT ROAD, LLC N N I I - F- 0 Q W / - LL U- CD G /� Ole ��: ��`-�/ �� I w I•- 0 o I I W 0 Q w I I 507 CLINTON AVENUE #1 , BROOKLYN, NY 11238 > w w I I I > F- O o I �� I fi (c) 347-236-0141 / I I I t• LU a W � IitAZ / i II NWI'- W r` 1 : - ---------�-- N z WINSTONELY@GMAIL.COM L �'; Project Title: 770 OLD SALT ROAD HOUSE I Z .OUTDOOR SHOWER 118. Project Address: o I / / �/. . ;: k bo I �i / / i. ;,1;� 770 OLD SALT ROAD �--- ------- ------�- 1--------------1------------------------ w;r MATTITUCK, NY 11952 .. 36'-6 / _ ��I _ "K "5 DISTRICT 1000 / J SECTION 144.00 .ELL .tl�JO W Q� W<J � �< - - LL � '-0" 16 w BLOCK 05.00 o WWI Drawing Title: ------------------------------------------------------------------------ ------ �{; STORMWATER RUNOFF MANAGEMENT I K - SITE PLAN 3 HIGH WOOD FARM FENCE scale: Issue Date: w '), �_ `;=_ �; '` [ SEE SHEET OCTOBER 31 st, 2018 seat I lav"y I LE i ' ?nI8 ,cyri{ S011ili0�(J IOrYII 12'-11arLouf Jr -',p -s Aml 20m00 STORMWATER RUNOFF MANAGEMENT PLAN 100'-0" " : 1 1/811 1'-011 1 OF 3 LEGEND NEW PERMEABLE 12" X 18" CUT BLUESTONE CONTRACTOR TO PATIO WITH OPEN STONE DUST JOINTS AND STONE RESERVOIR BELOW; SET AT VERIFY ALL EXISTING WD. FRAMED WALL SURROUNDING GRADE OF YARD NEW WD. FRAMED WALL FIREPLACE & DIMENSIONS AND FIELD 46'-611 I VAULTED CEILING 161-011 EXISTING WD. FRAMED WALL WITH NEW I CONDITIONS. I V,D. FRAMING TO ACHIEVE STANDARD 2X6 WD. FRAMED WALL I I WINDOW 14'-5" 7'-9" 9'-9 7/8" 6141 7'-0" WOODEN ELEVATED DECK01 DOOR - ' i— ----------------------- ------------ --------------- ------------ -- PERMEABLE ----------- —PERMEABLE PEA GRAVEL I \� - -- I I i WE DESIGN I WE BUILD SINK WALKWAY/DRIVEWAY z I I I I ao II I TOILET I / O _j g I I i I • I — o II I i I PERMEABLE ON-GRADE STONE PATIO I I I SHOWER ch LO CD z l l > I o TUB I 1 I I I I I I I I j m ¢ ¢ CLOSET I I I i I I I ----___-- i t I I I --------- I I I I I I I I I I I I I i I ! I I I I I I I _ NEW 12" X 8' BLUESTONE SLABS SET 6'- " 20'-0" I O I I I i I I I I N INTO GRASS WITH STONE RESERVOIR 4 F BELOW i a I I I I I Z I NEW 12" X 5' BLUESTONE SLABS SET NEW INTERIOR 12" X 18" CUT j Z I I I i I o I INTO GRASS WITH STONE RESERVOIR BLUESTONE SET ONTO NEW CONCRETE SLAB AT-GRADE BELOW NEW PERMEABLE PEA GRAVEL I 9 ? UP w I I I I I I I ! DRIVEWAY WITH STONE RESERVOIR �n - 0 - 0 o I I I I I I I z I I I I I I I CD I BELOW I O I I I I I I I C) ! I I II I z l l ! ! m I I I I I = I I 0— BID w i I I I I U I I i a — Id I I ! o I ( ZLid Revisions: tV I I I I Op Engineer of Record: ' ; - -- S 1 James Deerkoski P.E. ------ -- ---- — — �'~` _ �_____� I (0 License #72502 I I _ O a) z �r UP J �,\ ---- LUSH 00 O �pF NE61,y0'. I I = P �NTINGS _j i � �N. DEE`�n.p,� M o <z �' � st � � ~ � �•ti, '4� j w PN- Uj I \ ¢ I w �� I I Design Consultants: o c� N, A - WE DESIGN; WINSTON ELY o I ° 33 FLATBUSH AVE., 6TH FL., N. ► o I CD BROOKLYN, NY 11217 a I ` T: 347-236-0141 weIy@wedesign-nyc.com Owner's Information: o �� o I OLD SALT ROAD, LLC ! O � — ¢ - — I I 0 m O� O I 507 CLINTON AVENUE #1 , BROOKLYN, NY 11238 m �'� r = (c) 347-236-0141 IDOWINSTONELY@GMAIL.COM Protect Title: 7700 LD SALT ROAD HOUSE UPI — Protect Address: 770 OLD SALT ROAD FLUSH FLUSH FLUSH FLUSH MATTITUCK, NY 1 1952 CANTING PLANTINGS PLANTINGS PLANTINGS DISTRICT 1000 . : • . ' . , • SECTION 144.00 :UP OUTDOOR SHOWER 116: BLOCK 05.00 LOT 014.00 I Drawing Title: DO FIRST FLOOR PLAN Utzp Scale: Issue Date: NEW PERMEABLE 12" X 18" CUT BLUESTONE 18'-6 1/8" 8'-10 1/8" 9'-4 1/2" 61-31/411 SEE SHEET OCTOBER 31 st, 2018 PATIO WITH OPEN STONE DUST JOINTS AND seal: STONE RESERVOIR BELOW; SET AT NEW 12" X 8' BLUESTONE SLABS SET INTO SURROUNDING GRADE OF YARD — 1": oo GRASS WITH STONE RESEVOIR BELOW 20'-4"VIF 6'-0" 43'-0" 16'-0" PR '_ NEW THIGH WOODEN FARM FENCE WITH 4' _ e GATE (EXTENDS TO PROPERTY LINE) NEW PERMEABLE PEA GRAVEL WALKWAY FIRST FLOOR PLAN NEW RAISED WOODEN DECK i0'I Y 2C18 WITH STONE RESERVOIR BELOW 1/4" = 1'-0" NEW OUTDOOR SHOWER WITH HARDLINE _ Bnar�of Trlsees I2 O DRAIN TO SEPTIC SYSTEM LEGEND CONTRACTOR TO EXISTING WD. FRAMED WALL VERIFY ALL I I NEW WD. FRAMED WALL DIMENSIONS AND FIELD EXISTING WD. FRAMED WALL WITH NEW CONDITIONS. WD. FRAMING TO ACHIEVE STANDARD 2X6 WD. FRAMED WALL ------ WINDOW - WOODEN DECK DOOR I ------------ SINK -SINK i i WE DESIGN I WE BUILD I I I I I I O TOILET I I I I I I I SHOWER j I I I I t I I I o TUB i 1-1/2:12 SLOPE 9:12 SLOPE 9:12 SLOPE I I I I I I I I - CLOSET I I I I I I I I I I I I I I I I I I I I I I I I I II I II I II I II I n I II I II I II I I I II I I I I I a Revislons,: -------------------------t ----------------------------- ------ --------------I Engineer of Record: I I I James Deerkoski P.E. r ----------------------------t- - ---- I � License #72502 7y I I I I pF NET�n )�pDEE��� QCO:) i - w IDNw (q TL ��FEss I iri Y O I I X5:12 SLOPE I , O WD ——— Q w I N Dealgn Consultants: ui u, w o I I N N WE DESIGN; WINSTON ELY 0C14 k I o N 33 FLATBUSH AVE., 6TH FL., I m I L-- I wa I I BROOKLYN, NY 11217 I f M I '' _J I i T: 347-236-0141 wely@wedesign-nyc.com 0 LO I N i I Owner's Information: N I I� N I I OLD SALT ROAD, LLC 507 CLINTON AVENUE #1 , BROOKLYN, NY 11238 (c) 347-236-0141 WINSTONELY@GMAIL.COM Project Title: I ----------------------------- - i I 770 OLD SALT ROAD HOUSE 41I -------------------- Project Address: 770 OLD SALT ROAD 1' „ MATTITUCK, NY 1 1952 4-6 11 -2 1/4 5-11 1/4 5-8 12'-7 1/8 41-611 4-8 DISTRICT 1000 46'-2" SECTION 144.00 oo BLOCK 05.00 LOT 014.00 Drawing Title: SECOND FLOOR PLAN Scale: Issue Date: E:=� - - ----- SEE SHEET OCTOBER 31st, 2018 V Seal: 1 ji 1 SECOND FLOOR PLAN I 2mOO 1/411 = V-0" 3 OF 3 UfFO(� µ Town Hall Annex Michael J.Domino,1 lent �'p Co John M.Bredemeyer III,Vice-rresident ��� Gy 54375 Route 25 Glenn Goldsmith y P.O.Box 1179 A.Nicholas Krupski Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 Y� BOARD OF TOWN TRUSTEES / TOWN OF SOUTHOLD t Date/Time: 1 / 7�l 3:0o Completed in field by: G,G o ��Sm R Winston Ely on behalf of JOAN O'LEARY requests a Wetland Permit for the existing 2,381 sq ft. dwelling with attached garage and enclosed porch on slab foundation; construct additions and alterations to existing dwelling for a proposed 3,143sq ft two-story dwelling consisting of demolishing existing front and back wood decks; demolish 94sq ft. section connecting dwelling to garage; remove entire roof;remove existing chimney and install new; construct a 221 sq ft. one- story addition on slab foundation onto eastern side of dwelling; construct a 191sq.ft. two-story addition with basement foundation (for mechanical room) on south-western side of dwelling; construct a 763sq.ft second-story addition on westerly side of dwelling, construct new roof on dwelling and now 414sq ft. detached garage; install 266sq.ft of permeable 12"x18" cut bluestone patio with open sand swept joints and stone reservoir below on the landward side of dwelling, install 1,036sq.ft. (16'x64'9") of permeable 12"x18" cut bluestone patio with open sand swept joints and stone reservoir below against the seaward side of the dwelling; install 513sq.ft. of permeable pea gravel (with stone reservoir below)walkways along the western side of the dwelling; widen and replace existing 716sq.ft., 19'wide driveway to 24' wide using permeable pea gravel with stone reservoir below; install'200sq.ft. of permeable bluestone slabs set into grass with stone reservoir'below on landward side of dwelling; install electric solar array on new roof; install a 4'x12' concrete mechanical pad on the eastern side for A/C compressors; install planting areas around dwelling; install a 25' wide and 3' tall wooden farm fence on the western side of the garage extending to the western property line with a 4' gate; abandon existing septic system and install new septic system landward of dwelling; and to install gutters to leaders to drywells, and in accordance with Chapter 236 of the Town Code-Stormwater Management Located: 770 Old Salt Road, Mattituck SCTM# 1000-144-5-14 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: fir°Gornr e_y,A A sp�e_r� . I have read & acknowledged the.foregoing Trustees comments: Agent/Owner: Present were: ✓ J. Bredemeyer M. Domino G. Goldsmith N. Krupski )G. Williams Other 1t� PMI k - ,s ,,�1t ������,���• x} •� t� �,.•:,: 11 / 7 /2018 , 16 : 12 -OW.? 1 r'. lo—an—ULeary 0 O, Salt Road,Mattituck 1000-144-5-14 - *Y4 f IL r 1 �j ., .a.... �. 11 / 7 /2018 16 12 NEW Department of Office of Department STATE Environmental General Services of State U. ConservationUS ofEnginArrrry eers Corpaa JOINT APPLICATION FORM For Permits for activities activities affecting streams,waterways,waterbodies,wetlands,coastal areas,sources of water, and endangered and threatened species. You must separately apply for and obtain Permits from each involved agency before starting work. Please read all instructions. 1. Applications To: >NYS Department of Environmental Conservation ❑✓ Check-here to confirm you sent this form to NYSDEC. Check all permits that apply: [—]Dams and Impound- ❑✓ Tidal Wetlands ❑ Water Withdrawal ❑Stream Disturbance ment Structures ❑Wild,Scenic and ❑ Long Island Well ❑ Excavation and Fill in ❑401 Water Quality Recreational Rivers Navigable Waters Certification Incidental Take of ❑ Coastal Erosion Endangered/ ❑ Docks, Moorings or ❑Freshwater Wetlands Management Threatened Species Platforms >US Army Corps of Engineers ❑ Check he_re to confirm you sent this form to USACE. Check all permits that apply: ❑Section 404 Clean Water Act ❑Section 10 Rivers and Harbors Act Is the project Federally funded? ❑ Yes ❑ No If yes, name of Federal Agency: General Permit Type(s), if known: Preconstruction Notification: ❑Yes No >NYS Office of General Services F-1 -Check here to confirm you sent this form to NYSOGS. Check all permits that apply: ❑ State Owned Lands Under Water ❑ Utility Easement(pipelines, conduits, cables,etc.) ❑ Docks, Moorings or Platforms LCheck partment of State ❑ Check here to confirm you sent this form to NYSDOS. if this applies: ❑Coastal Consistency Concurrence 2. Name of Applicant Taxpayer ID if applicant is NOT an individual Winston Ely(COntract Vendee/Applicant) Mailing Address Post Office/City State Zi 507 Clinton Avenue#1 Brooklyn I LNY 111238 Telephone 347-236-0141 1 Email winstonely@gmail.com Applicant Must be (check all that apply): ❑Owner ❑ Operator ❑ Lessee 3. Name of Property Owner if different than Applicant The Estate of Joan O'Leary Mailing Address Post Office/City State Zi 97 Renison Drive Westbury NY 11950 Telephone 516-426-0927 Email I dennisol@verizon.net For Aaencv Use Only Agency Application Number: JOINT APPLICATION FORM 08116 Page 1 of 4 JOINT APPLICATION FORM—Continued. Submit this completed page as part of your Application. 4. Name of Contact/Agent Dennis O'Leary Mailing Address Post Office/City State Zip 97 Renison Drive Westbury 71 NY 11950 Telephone 516-426-0927 Email dennisol@verizon.net 5. Project/Facility Name roperty Tax Map Section/Block/Lot Number: 770 Old Salt Road Renovation 1 11000-144-5-14 Project Street Address, if applicable Post Office/City State Zi 770 Old Salt Road Mattituck NY 11952 Provide directions and distances to roads, intersections, bridges and bodies of water 38'-3"to Great Peconic Bay(from proposed rear at-grade patio);36'-2"to Old Salt Road(from existing garage) El Town Cl Village 0 City County Stream/Waterbody Name Mattituck I I Suffolk Great Peconic Bay Project Location Coordinates: Enter Latitude and Longitude in degrees, minutes, seconds: Latitude: 40 58 ' 44.5 Longitude: 72 ° 5E=' 43.2 " 6. Project Description: Provide the following information about your project. Continue each response and provide any additional information on other pages.Attach plans on separate Pages. a. Purpose of the proposedproject: Renovation of existing 4-bedroom,single-family home to expand the footprint slightly and add a partial second floor. The project will not expand the house in the direction of Great Peconic Bay(besides legally rebuilding the current illegal front deck in slightly different configurations). The house has no basement and is constructed as a slab-on-grade concrete foundation. The rear stone patio will be flush with the surrounding and finished b. Description of current site conditions: Typical wood frame house on.36 acre lot with single-car garage and grass yard. A stone splash area is adjacent to the bulkhead. The house is slab-on-grade foundation c. Proposed site changes: The existing front(illegal)wood deck will be removed and rebuilt in slightly different configuration(see plans). 4.5'of new single-story habitable space will be built onto the length of the Eastern side. Partial second floor(1000 additional square feet) will be built above the Western 1/2 of the existing house. The existing(illegal)wooden deck on the rear of the house will be replaced with a stone patio. d. Type of structures and fill materials to be installed, and quantity of materials to be used (e.g.,square feet of coverage, cubic yards of fill material,structures below ordinary/mean high water, etc.): No structures will be below mean water line. The water-side of the side will be grade with topsoil fill(appx.8 c.y.)around the new patio. New foundations will excavate to 4'and be backfilled and compacted with the excavated material. 413 sq.ft.of habitable space will be added to the existing first level and 761 sq.ft.of habitable space will be added as a partial 2nd level e. Area of excavation or dredging, volume of material to be removed, location of dredged materialplacement: No structures will be below mean water line. The water-side of the patio will at grade with topsoil fill(appx.8 c.y.)around the new patio. New foundations will excavate to 4'and be backfilled and compacted with the excavated material. f. Is tree cutting or clearing proposed? of Yes If Yes, explain below. F__J No Timing of the proposed cutting or clearing (month/year): Fall 2018 Number of trees to be cut: 1 Acreage of trees to be cleared: I>1 JOINT APPLICATION FORM 08/16 Page 2 of 4 JOINT APPLICATION FORM—Continued. Submit this completed page as part of your Application. g. Work methods and type of equipment to be used: Hand digging,small back-hoe and hand electric tools h. Describe the planned sequence of activities: Demolition as per plans(house),removal of existing(illegal)wooden decks,excavation, new foundation construction,wooden house construction,roof construction,windows/doors,interior finishes,wooden decks,stone patio,site grading,misc. landscaping i. Pollution control methods and other actions proposed to mitigate environmental impacts: Silt fencing surrounding site,air filtration using HEPA filters,storm drain inlet protection, j. Erosion and silt control methods that will be used to prevent water quality impacts: Silt fencing surrounding site k. Alternatives considered to avoid regulated areas. If no feasible alternatives exist, explain how the project will minimize impacts: No work to be done near water. I. Proposed use: ❑✓ Private ❑Public ❑Commercial m.Proposed Start Date:I Fall 2018 Estimated Completion Date: I Summer 2019 n. Has work begun onro'ect? ❑ Yes If Yes, explain below. EJ No o. Will project occupy Federal,State, or Municipal Land? Yes If Yes, explain below. E! No p. List any previous DEC, USACE, OGS or DOS Permit/Application numbers for activities at this location: None q. Will this project require additional Federal, State, or Local authorizations, including zoning changes? Yes If Yes, list below. M No Suffolk County Department of Health Services,Board of Town Trustees Town of Southold,Southold Building Department JOINT APPLICATION FORM 08/16 Page 3 of 4 JOINT APPLICATION FORM—Continued. Submit this completed page as part of your Application. 7.Signatures. Applicant and Owner(If different)must sign the application. Append additional pages of this Signature section if there are multiple Applicants, Owners or Contact/Agents. I hereby affirm that information provided on this form and all attachments submitted herewith is true to the best of my knowledge and belief. Permission to Inspect- I hereby consent to Agency inspection of the project site and adjacent property areas. Agency staff may enter the property without notice between 7:00 am and 7:00 pm, Monday- Friday. Inspection may occur without the owner,applicant or agent present. If the property is posted with"keep out"signs or fenced with an unlocked gate, Agency staff may still enter the property.Agency staff may take measurements, analyze site physical characteristics,take soil and vegetation samples, sketch and photograph the site. I understand that failure to give this consent may result in denial of the permit(s)sought by this application. False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the NYS Penal Law. Further,the applicant accepts full responsibility for all damage, direct or indirect, of whatever nature, and by whomever suffered,arising out of the project described herein and agrees to indemnify and save harmless the State from suits, actions, damages and costs of every name and description resulting from said project. In addition, Federal Law, 18 U.S.C., Section 1001 provides for a fine of not more than $10,000 or imprisonment for not more than 5 years, or both where an applicant knowingly and willingly falsifies, conceals, or covers up a material fact; or knowingly makes or uses a false,fictitious or fraudulent statement. Signature of Applicant Date 9-25-2018 Applicant Must be(check all that a pn ): ❑ Owner ❑Operator E]Lessee Printed Name Title Winston Ely (Contract Vendee/Applicant) Signature of Owner if different than Applicant) Date Estate of Joan O'Leary 6/ P Printed Name Title Le6- Signatyqe of Contact/Agent Date Printed Name Title Dennis O'Leary Co-Administrator For Agency Use Only DETERMINATION OF NO PERMIT REQUIRED Agency Application Number _ (Agency-Name)has determined that No Permit is required from this Agency for the"project described in this application. 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" ':"��` - - f.. .�,,.. _ i,�'-'-`�::.is'l• - .•dr ^.:;� .� � 1 - �,4' ;f-}.Wl+ - .�fa `+.`".fir' _ _ 5:. .i r a =4r•', - y� t,:M,e�.0.,,, .:_, ;,m:,.,,ww`q= '•a ______ _ -- _ry +on�. ,-x--- °'w«°.,"n'wro"m _ CO K ra_x+os SECTION NO .5 _ S - E Notice m �. UNIYOF,.UFFOLKv©Y tstj w Otih �� .� r wxtE. �x oKSNPoa Real PropertyTainSernceAgericy r :.E amuse o1�H+'s.a'.�.- ons o J'-4<,�e. n.. 1v is<ia✓• — 3 -;taN tWnaN ofN(v PoxitONPr,E a .\� •nLLnOE OF M .n , 144 1+ ao _ m..e. a. �•• ^RS"4 Y5y> ^t'� Y"uotr= ca:�ih wmxpM.e..2.Rrnsof —_ '”4.. :Itl.umu.•L.-a--1—:= •.N.00wtw—� SpvK•"•/na SIkS¢!<COUNfYLV( \ M .'p r.s ... 121 Na1u t21A u' —__� 9ann. --�-- ynw,--tw-- vpovFmVrusEmncEu.ExcP \4 \� A n. oSfrsiei no 1ppp` p PROPERTr MAP coMamq,ar[.Lm Ata OFFICE LOCATION: *OF SOUjMAILING ADDRESS: Town Hall Annex �® lO P.O. Box 1179 54375 State Route 25 l [ Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) y Southold, NY 11971 ® Q Telephone: 631 765-1938 a 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: November 13, 2018 Re: Local Waterfront Coastal Consistency Review for JOAN OTEARY SCTM# 1000-144-5-14 Winston Ely on behalf of JOAN OTEARY requests a Wetland Permit for the existing 2,381 sq.ft. dwelling with attached garage and enclosed porch on slab foundation; construct additions and alterations to existing dwelling for a proposed 3,143sq.ft. two-story dwelling consisting of demolishing existing front and back wood decks; demolish 94sq.ft. section connecting dwelling to garage; remove entire roof; remove existing chimney and install new; construct a 221sq.ft. one-story addition on slab foundation onto eastern side of dwelling; construct a 191 sq.ft. two- story addition with basement foundation (for mechanical room) on south-western side of dwelling; construct a 763sq.ft. second-story addition on westerly side of dwelling, construct new roof on dwelling and now 414sq.ft. detached garage; install 266sq.ft. of permeable 12"x18" cut bluestone patio with open sand swept joints and stone reservoir below on the landward side of dwelling; install 1,036sq.ft. (16'x64'9") of permeable 12"x18" cut bluestone patio with open sand swept joints and stone reservoir below against the seaward side of the dwelling, install 513sq.ft. of permeable pea gravel (with stone reservoir below) walkways along the western side of the dwelling; widen and replace existing 716sq.ft., 19' wide driveway to 24' wide using permeable pea gravel with stone reservoir below; install 200sq.ft. of permeable bluestone slabs set into grass with stone reservoir below on landward side of dwelling; install electric solar array on new roof; install a 4'x12' concrete mechanical pad on the eastern side for A/C compressors; install planting areas around dwelling; install a 25' wide and 3' tall wooden farm fence on the western side of the garage extending to the western property line with a 4' gate; abandon existing septic system and install new septic system landward of dwelling; and to install gutters to leaders to drywells, and in accordance with Chapter 236 of the Town Code-Stormwater Management. Located: 770 Old Salt Road, Mattituck. SCTM# 1000-144-5-14 Note the parcel is located within FEMA flood zone X (0.2-percent-annual-chance or 500-year flood). 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 '1 that the action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP provided the Board considers the following. 1. The installation of a I/A OWTS due to proximity to surface waters and high ground water conditions is recommended. Funding may be available to the landowner. 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,ChairmanH 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., November 7, 2018 the following recommendation was made: DENNIS & JOAN O'LEARY for renovations to the existing single-family dwelling; expand the footprint slightly and add a partial second floor. The project will not expand the house in the direction of the Great Peconic Bay. Rear stone patio to be flush with the surrounding yard finished grading. 413 sq. ft. of habitable space will be added to the existing first floor while 761 sq. ft. of habitable space will be added as a second floor. Located: 770 Old Salt Rd., Mattituck. SCTM#144-5-14 The CAC did not make an inspection, however reviewed the plans and Supports the application, as submitted. Michael J. Domino, President �o�aSUFFvckooa Town Hall,Ann John M. Bredemeyer, III, Vice-President y� 54375 Rout Glenn Goldsmith N ,at P.O. Box 1179 A Nicholas Krupski y • o!� Southold, NY 1197t\ Greg Williams X01 , �a Telepe - 9 SOUTHOLD TOWN BOARD OF TRUSTEE OCT - 9 2018 \ BUDIDDxG DEPT. TO: SOUTHOLD TOWN BUILDING DEPARTMENT TOWN OF SOUTHOLD RE: VERIFICATION OF BUILDING DEPARTMENT PERMIT REQUIREMENTS SCTM#: Property Owner Name: 1� 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: Alm 1/1/M 1611qh ignature of Reviewer Date Old Salt Road LLC Winston Ely 770 Old Salt Road Mattituck;NY 11952 Cell:347-236-0141 wmstohely@gmail.com October 31,2018 r Lc U L V E Southold Town Trustees !1 4 Town Hall Annex 54375 Route 25 NOV — 1 2018 P.O.Box 1179 Southold,NY 11971 Sout old Town elizabethc@southoldtownnygov arof Truste Dear Trustees, I am submitting this letter in order to better describe the renovation work we are proposing for-770 Old Salt Road,Mattituck,NY 11952. ExisdngHo■see• • 1700 square foot single family single-level wood frame house built in approximately 1957 .6 C4 ' '* 11 '- l 1, • Existing house is 4-fp(Pre Existing Certificate of Occupancy obtained 8/17/2018) • Existing house has a slab foundation with no basement • 267 square foot porch that was enclosed at an unknown time • 414 square foot single car garage • 447 square foot illegal raised wooden deck on water side(17'-6"deep x 25'wide) • 250 square foot illegal raised wooden deck on street side(irregular dimensions) • Existing 716 square foot 19'wide driveway is stone and oil • Existing septic system(installation date unknown)is in unknown condition and will be abandoned • New seawall installed in.2005 and built in-front of historical concrete seawall(DEC Application# 1-4738-03435/00001) Proposed Renovations q • Renovation to increase habitable living space to 3,143 square feet but maintain 4-fey status • Strip all interior/exterior finishes • Remove entire roof • Demolish 94 square feet of habitable living space that connects house to garage • Demolish both illegal raised wooden decks • Demolish existing masonry wood burning fireplace and build new masonry wood burning fireplace on Eastern wall • Add 221 square feet of slab foundation with single story of habitable living space on the Eastern side of the existing house • Add 19,1 square feet of 6'or 8'of basement foundation to be used as mechanical room with two stories of habitable living space above on the South-Western corner of the existing house • Add 763 square foot of habitable living space above the western half of the 1st level • Build new asphalt roof on both 1st and 2nd levels as well as garage • Add 266,square feet of permeable 12"x 18"cut bluestone patio with open sand swept joints and stone reservoir`below to the street-side of the house • Add 1036 square feet(16'x 64'-9")of permeable 12"x 18"cut bluestone patio with open sand swept joints and stone reservoir below to the water-side of the house • Add a 4'x 12'concrete mechanical pad on the Eastern side of the house for A/C compressors • Add 513 square feet of permeable pea gravel walkways to the Western side of the house with stone reservoir below • Widen the existing driveway to 24'to allow for 2 cars to park and change driveway from,stone/oil to permeable pea gravel with stone reservoir below • Add 200 square feet of permeable bluestone slabs set into grass with stone reservoir below • Add 320 square foot(32'x 10')electric solar array to South-facing single story roof • Add a 25'wide and 3'tall wooden farm fence on the Western side of the garage extending to the Western property line with a 4'gate • Install new 4-family septic system(application submitted 9-17-2018 and is pending with Suffolk County Department of Health Services) • Install 4-8'concrete-ring drywell under the widened pea gravel driveway,2 on the Western side of the house under the pea gravel walkway and 3 under the water-side grass yard;connected to the house roof downspouts with 8"PVC piping connections. See drawing A-120_"Stormwater runoff management site plan"as part of this Trustees application • DEC Letter of Non jurisdiction filed for 10-15-2018 and is pending Clay Colefield,Marine Biologist and Expert Witness in Aerial Photography.is confident that we will be granted this release. I have attached the letter he submitted to DEC to this Trustees application letter. Sincerely yours, Winston Ely Eneiropermirs Inc. Clay ColeFieN 441 Johnson Path,Bohemia,NY 11716 CeU 1-631-375-4534 enviropermits@yahoo.com E C E I V E October 15,2018 New York State Department of Environmental Conservation u N�v 1 2018 SUNY@Stony Brook,50 Circle Drive Stony Brook,New York,11790 Southold Town RE:Permit Application#1-4738-03435/00001 a o r Contract Vendee:Winston Ely,507 Clinton Avenue#1.,Brooklyn,NY 11238 Subject:Request for Non-Jurisdiction letter for,770 Old Salt Rd.Mattituek,NY 11952 Environmental Permits: Under the provisions set forth in: The New York State Department of Environmental Conservation, Rules and Regulations promulgated in(Statutory authority:Environmental Conservation Law,SS 1-0101,3-0301,25-0302),6 NYCRR,Tidal Wetlands— Land Use Regulations,Part 661.18(b)(a);titled,Jurisdictional Inquires: I HERE BY submit this letter as a Formal Request for a "Letter of Non-Jurisdiction". Said request is in the name of my client,Mr.Winston Ely. This request is for my client's pending purchase of property located at,770 Old Salt Rd.Mattituck,NY 11952,SCTM# 1000-144-05-14. Exhibits offer as proof of pre-existence: 1.NYSDEC Tidal wetland Map 706-538,NYS Tidal wetlands(enclosed)attest to the existence of a concrete retaining wall built prior to 1974. Said Tidal wetlands can be seen at DEC,Region 1. Said Tidal Wetland Map depicts a straight structure which was determined to be a concrete retaining wall,running east and west of my Client's property as well as neighboring properties. 2. Additional justification for a Letter of non jurisdiction is described on the enclosed 1940 survey. This survey depicts a 15"concrete retaining wall on the Great Peconic Bay shoreline bordering properties located on Old Salt Rd. 3. Total lot coverage for all the existing structures is under 20%. This request,for a letter of Non-Jurisdiction,is for the remodeling of single-family not to exceed 20%. All in accordance with the Town of Riverhead's Rules and Regulations. As per my inspection with regard to age and design of the concrete retaining wall,and based on the information provided: The NYSDEC Tidal Wetland map all delineate the existence of continuous line of concrete retaining walls that predates Environmental Conservation Law, SS 1-0101, 3-0301,25-0302), 6 NYCRR, Tidal Wetlands—Land Use Regulations,Part 661.18.Along with documentation provided attests to the fact that my client's property lies outside TheNYSDEC's jurisdiction. It is my expert opinion as a Marine Biologist and an expert in aerial photography,that said parcel qualifies and warrants a New York State Department of Environmental Conservation,"Letter of Non-Jurisdiction". Please review the enclosed information and issue a"Letter of Non-Jurisdiction". Sincerely, Enviropermits Inc. Clay Colefield,Marine Biologist Expert Witness in Aerial Photography. Enc. NYSDEC Tidal wetland map 706-538 Surveys Site photos Area tax map Certified Mail#70171070000079341078 O� U)' Michael J.Domino,President � �� SOTown Hall Annex HP John M.Bredemeyer III,Vice-President S�� lG1 �� 54375 Route,25 P.O.Box 1179 Glenn Goldsmith j Southold,New York 11971 A.Nicholas Krupski �l Telephone(631) 765-1892 Greg Williams �c�fid( 00 a` Fax(631) 765-6641 HOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only �i dl Coastal Erosion Permit Application -_ � OCT _ 1 2018 _ Wetland Permit Application Administrative Permit Amendment/Transfer/Extension Southold Town Received Application: J061/6/6 Board of Tiustees�J eceived Fee: $ Z.5D.DO I Completed Application: 16, , I- I Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coo rdination:(date sent): � `47 4LWRP Consistency Ass ssme t firm Sent: 2 x CAC Referral Sent: D+2 Date of Inspection: 11 +19 Receipt of CAC Report: Technical Review: Public Hearing Held: _Tilo Resolution: Tarr! Owner(s)Legal Name of Property (as shown on Deed): Dennis O'Leary)EM:,. Mailing Address: 97 Renison Drive, Westbury, NY 11950 Phone Number: 516-426-0927 Suffolk County Tax Map Number: 1000 - 144-5-14 Property Location: 770 Old Salt Road, Mattituek, NY 11952 (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Winston Ely (Contract Vendee/Applicant) Mailing Address: 507 Clinton Avenue#1, Brooklyn, NY 11238 , Phone Number: 347-236-0141 - - - - CA lk\ti\\ Board of Trustees Application GENERAL DATA Land Area(in square feet): 15,855.9 Area Zoning: Residential Previous use of property: Residential Intended use of property: Residential Covenants and Restrictions on property? Yes X No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? X Yes No If"Yes", be advised this application will be reviewed by the Building Dept, prior to a Board of Trustee review and Elevation Plans will be required. Does this pll•oject require a variance from the Zoning Board of AppeaIJ Yes X No If"Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? X Yes No Does the structure (s) on property have a valid Certificate of Occupancy? X Yes No Prior permits/approvals for site improvements: Agency Date X No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description (use attachments if necessary): Renovation of existing 4-bedroom, single-family home to expand the footprint slightly and add a partial second floor. The project will not expand the house in the direction of Great Peconic Bay (besides legally rebuilding the current illegal front deck in slightly different configurations). The house has no basement and is constructed as a slab-on-grade concrete foundation. The rear stone patio will be flush with the surrounding yard finished grading 413 sq. ft. of habitable space will be added to the existing first floor while 761 of habitable space will be added as a second floor Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Single family residential living Area of wetlands on lot: N/A square feet Percent coverage of lot: N/A % Closest distance bet ieen nearest existing structure and upland edge of wetlands N/A feet Closest distance between nearest proposed structure and upland edge of wetlands: N/A feet Does the project involve excavation or filling? No X Yes If yes, how much material will be excavated? 8 cubic yards How much material will be filled? 12 cubic yards Depth of which material will be removed or deposited: 4 feet (foundations) Proposed slope throughout the area of operations: > 5% Manner in which material will be removed or deposited: HAND DIGGING AND SMALL BACKHOE Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): NONE. 61Z20 Appenrlix B Short Environmental Assessment Form Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part I. 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 t -Project and Sponsor Information Winston Ely (Contract Vendee/Applicant) Name of Action or Project: 770 Old Salt Road Renovation Project Location(describe,and attach a location map): 770 Old Salt oad, Mattituck, NY`11952 Brief Description of ProposedAction: Renovation of existirig 4-bedroom,single-family home to expand the footprint slightly and add a partial second floor. The project will not expand the house in the direction of Great Pecomc Bay(besides legally rebuilding the current illegal front deck in slightly different configurations). The house has no basement and is constructed as a slab-on-grade concrete foundation. The rear stone patio will be flush with the surrounding yard finished grading 413 sq ft of habitable space will be added to the existing first floor while 761 of habitable space will be added as a second floor Name of Applicant or Sponsor: Telephone: 347-236-0141 Winston Ely (Contract Vendee/Applicant) E-Mail: winstonely@gmaii.com Address: 507 Clinton Avenue #1 City/PO: State: Zip,Code: Brooklyn NY 11238 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, ,NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that a 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: ❑ 1)Suffolk County Office of Wastewater Management 2)Department of Environmental Conservation 3)Southold Building Dept. 3.a.Total acreage of the site of the proposed action? •8 acres b.Total acreage to be physically disturbed? .15 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 36 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial ®Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify); ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ a ❑ b.Consistent with the adopted comprehensive plan? IT ❑x ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ ❑. 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: Peconic Bay and Environs Critical Environmental Area(CEA) ❑ ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are pub Iic-transportation service(s)available at or near the site of the proposed action? =X1:1- c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑x ❑ -9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ 0 10. Will the proposed action connect to an existing public/private wafter supply? NO YES Iif No,describe method for providing potable water:— f ❑ ❑x I 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: New 4-Bedroom Septic System El ❑ 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? x 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ ❑x b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ ❑ 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 mid-successional ❑ Wetland ❑Urban ®Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? ;❑ ❑ 16. Is the project site located in the 100 year flood plain? NO YES / Ix 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? 0 NO ❑YES ❑ ❑ b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: QNO OYES 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: F ❑ 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: a a 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: F F] 1 AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE W' stun Ely (Contract Vendee/Applicant) 9/17/2018 Applicant/spo so namd. 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 I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur I. 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? E 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? S. Will the proposed action impair the character or quality of important historic,archaeological, a architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 v No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion, Flooding or drainage ❑ problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures of 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. I v ❑ 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 lidenvironmental impact statement is required Check this box if you have determined,based on the information and analysis above,and an "poi ting documentation, that the proposed action will not result in any significant adverse environmental impaXSI—Y), Town of Southold-+TB�oJ,ard of Trustees � O M�4�,1ma e i i.-'eb®m'n® President ate Print orT e Name Responsi le O®f r in LeaJ Agency Title of Responsible Officer �G - Signature of Responsib Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT I Page 4 of 4 }Board cof 1Trustees ?4p,pli cation AYWIDANVIT Dennis O'Leary; Co-Executor of Joan O'Leary Estate ;BEING,DULY SWORN ;DEPOSES-AND AFFIRMS THAT3HE/SHE°SIS TIME APPLICANT FOR THE ABOVE 1DESCRIBED,1PERMIT(S) AND THAT AL•LiSTATEMENTS;CONTAINEDiHEREIN ARE TRUE`IkO TH-E)BESiT,,OF,,HIS/HER;KNN,OWLEDGE,AND BELIEF,AND THAT i ALL,WORK�WIL'L)BE:DONE;^IN'THE,MANNER,SETFORTH)IN•THIS APPLICATION AND AS'MAl',BE A:PPROVEDW THE,SOUTHOLD TOWNABOARDjOF TRUSTEES. THE APPLICANT AGREES TOrHOLD THE•,TOWN�OF SOU;THOLD•AND THE ,BOA,ARD;OF TRUS;TiEES?HARMLESS AND:FREETROM ANY AND ALL+DAMAGES NDaCLAIMS ARISIN,GIUNDER10RlBYZVI'RTiUEiOF' AID9PERMIT(S),lF ,dRANTED. ?IN�COMPL,ETING THIS APPLICATION 1IrI-IEREBY AUTHORIZE THE 'TRUSTEES,'I'•HEIR,AGENr 6(S);OR'REPRESENT'ATIVES,,�INCLUDING THE �CONSER>VATIONA:DVISORYCOUNCIL,TO>ENTER,ONTO MYTROPERTY TO ?INSPECT T,,HErPREMISESaIN.;CONjUNCT�ION WITH THIS APPLICATION, -INCLUDI,NG.ArFINAL-INSPECTION. ,I-iFURTHER AUTHORIZE THE;BOARD0F TRUSTEES TO,lENTER4ONTO'M�';P•ROPERTY AND AS M-Q.UIRED TO!INSURE �C,OMP.LIAN•CEWITH ANS•�CONDITrION:OF.ANYIWETLANDtORiCOASTA:L EROSION;PERMIT4SSUEDBY'THE,BOARD OF T=RUSTEESIDURING THE TERM (OF MHEMERMIT. Signature of=Property Own r 'Signature ofTropertpOwner -SWORN TOIBEF,OREi,ME'THIS 1DA)YtOF_Sep cm b-CA ...20 NotaryiPublic r Nv0.011-05030013 Ougiind in mss' ��i My Commission F:�,ires;sc 0• }Board (,of :Trustees ?Application A.UTHOWZATION (Where,the applicant-isnot the owner) ,I/We, Dennis O'Leary;Co-Executor of Joan,O'Leary,Estate owners of the property-identified as•SCTM#-1000- 144-5-14 in the town of iMattituck .?New'York,Sherdby;authorizes_ 'Winston+Ely,and Ito-act-as Amy•ageiitrand!handle;611 necessary;;warkiinvolv.ecl;with the.application}process iforjpermit(s)from tthe'Southold'Town iBoardkof Trusteesifortthis}property.. AL 'Pr perty,Owner's"Signat e TropertyOwner's'Signature sSWORN TQ?BE$©RE%E"tTHIS IDAW(OF _20JE Ngtary`Public JA IIES T LOP..Cr, +Il Nosry Public St,,t ' �1 OJIii�d lig UJLJy i� t41tj CO(:1r1iJ5�C'1�; r APPLICAN,/�AGlErrr/RE-Px]ESENTA7CI�E TRANSACTIONAL DISCLOSIRE TORM m2se of Zhe ett of town g To of Southold c ode thicrohibits eonll'cts of intc st rnrt a nfficess anal emolnveel rTI icpu to s'fonn rs to nrovide informntign which can alert the tow-pr nn-ible conlltcRc of interest and allow tt to talk whatever acuon is necesary�to nvnid same. YOURNAME: Dennis O'Leary;Co-Executorof,Joan Oteary Estate _ (Last name,first name,,Aniddle initial,unless you are applying in the name of someone else or other.entity,such as a company.If so,indicate.the other person's or company's name.) NAME OF APPLICATION:-(Check all that apply.) Tax-grievance Building Variance _ Trustee X Change of Zone Coastal,Erosion I Approval of plat Mooring i Exemption from plat or official map f Planning Other (If"Other",name the activity.) 'Do you,personnlly,(or through your erimpany,-spouse,sibling,paren.t.ur,,child)have n•rclationship wi►h:my officer or employee i of theTown of Southold? "Relationship".includes by,blood,ntarnagc,or husim;ss intemst 'Ruaitns interest"means a' )usincas, including a partnerslup,,in which the,town officer or,employee hats even.�partial ownership of o(or.emplo�•ment hy)a corporation in which the town off icer,nr.employee owns,more-than 54ia 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 tmwten.yourself(the applicant/agent/representative)and,the town officer or employee.,Either,check titc,appropriate line A)through,D)andlordescribe in the space provided. The town officer or employee or his or her sponse,sibling,,parent,orchild,is(check all.that apply): A)the owner of,greater,than 5%of the shares of;the corporate stock of the appliWt (when Ihc-apphcanr is n corporation); —B),thc legal or,benefrcial ownzr_of any interest,ina tion-corporate entity,(when the applicant is not a corporation); .C)an officer,director,partner,oremph a ofthc applicant,or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted th'e 2,9 day of September -20 18 ;Signature �1 Print Nam In`wrJts ya' A tL Y ;Form TS 11 Board of Trustees Appli",__,�ion AFFIDAVIT Dennis O'Leary; Co-Executor of Joan O'Leary Estate BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE%SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Property Owner Signature of Property�er i SWORN TO BEFORE ME THIS l d DAY OF &o j(eAl p 29 Gvv Notary Public JAMES T LO FASO { Notary Public-State of Nc%^:York j N0.01L06085o13 4' Qualified in Nassau County , My ly Cornrnission E�;pires De,30,2018 �t AUTHORIZATION (Where the applicant is not the owner) I/We, Dennis O'Leary; Co-executor of the Estate of Joan O'Leary owners of the property identified as SCTM# 1000- 144-5-14 in the town of Mattituck ,New York,hereby authorizes Winston Ely and Tricia Martin to act as my agent and handle all necessary work involved with the application process for permit(s)from the for this property. Property Owner's Sign ure Property Owner's Signature SWORN TO BEFORE ME THIS I DAY OF- X 0✓e-M i*1 , 20.)1? Notary Pu lic JAMES T LOFASO � Notary Public-State of Ncw York ; NO.OIL06085613 i Qualified in Nassau county t1T My cornmission Expires Dec 30,2018 � �, l � 1Y Board of Trustees Appl ,��-tion AUTHORIZATION (Where the applicant is not the owner) I/We, Dennis O'Leary; Co-Executor of Joan O'Leary Estate owners of the property identified as SCTM# 1000- 144-5-14 in the town of Mattituck ,New York,hereby authorizes Winston Ely and Tricia Martin to act as my agent and handle all necessary work involved with the application process for permit(s)from the Southold Town Board of Trustees for this property: Property Owner's Sign re Property Owner's Signature S� SWORN TO BEFORE ME THIS_ DAY OF_ /VOl/(:?/L, 2011 Ga.. Notary Public X11 �.~ �JAIMES T LOFASO .� Notary Public-State of fkv, fork , N0.01 LO6085613 t j Oualiiied in Nassau County ky �l My Cornmission Expires Gec 30,2%18 APPLICANUAGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM I The'Town of Southol I's Code of Ethics RrohiUifs conflicts of interest on the part of town'officeis and emulo ees.The, u ose of i this form is to rovide information which can alert the town of ppssible conflicts of interest and allow it to take whatever action is necessary to avoid same. I YOUR NAME: Dennis O'Leary; Co-Executor of Joan O'Leary Estate (Last name,first name,.q»ddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other ; person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building X Variance Trustee x ' Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do yogpersonally.(or through your company,spouse,sibling,parent,'or child)have a relationship with any afficer,or,employee of the Town of Southold? "Relationship"includes by blood,marriage,or.busuicss-interest"Business interest"means--a-business, including a partnership,in which the town officer or,employee has even a partial ownership of(or-employment by)a corporation' in which the town officer or employee owns'more than 5%of the shares. YES NO �— If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person, Describe the relationship between yourself(the applicantfagent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)'the owner of greater than.5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)-the legal orbeneficial owner of any interest in a non-corporate entity(when the applicant is nota corporation); C)an officer,director,partnei,or employee_of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Q8i' 20 18 Submitted s da (f Signature Print Name ' Nav 1i Form TS l i PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: Cohen, Mark B. and Diane (House to East) Licata, Amy and Stephen (House to West) 205 E. 63rd Street, Apt. 11 EF PO Box 1234 New York, NY 10065 Mattituck, NY 11952 SLV house#820 Old Salt Road SLV house#670 Old Salt Road Reynolds, Faye (House across street) PO Box 1074 Mattituck, NY 11952 SLV house#855 Old Salt Road STATE OF NEW YORK COUNTY OF SUFFOLK Dennis O'Leary; co-executor of Joan O'Leary estate ,residing at 97 Renison Drive, Westbury, NY 11590 being duly sworn,deposes and says that on the 7th day of November ,2018 , 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 Southold, NY , that said Notices were mailed to each of said persons by CERTIFIED MA EURETURN RECEIPT. Sworn to before me this Day of k&p*jJ? ,20jy Notary Publ' 4 N � JAMES T LGF'SO Notary Public-state of N-,•!�orl-. N0.01L06035613 (; Ouafified in NaSSau county My cornrrnssion Expires Dec 30, ?016 ';r I Michael J.Domino, President { �Q C0 Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 Glenn Goldsmith �N P.O. Box 1179 A.Nicholas Krupski �,k Southold,NY 11971 Greg Williams ,y�0 ap? Telephone(631)765-I892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of JOAN O'LEARY 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 DAYS PRIOR TO THE PUBLIC HEARING DATE Dennis O'Leary; co-executor I, of Joan O'Leary estate , residing at/dba 97 Renison Drive, Westbury, NY 11590 being duly sworn, depose and say: That on the day of WWO'De�(' , 2018, I personally posted the property known as 770 Old Salt Road, Mattituck, NY 11952 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,November 14, 2018. Dated: llAM< (signature) Sworn to before me this ('11day of Me'lkmb-,_0011 N t ry Public CarrrEs T L �. Notary{public-Slale of"'C'r;York 13 10.01L06085613 Qualified in Nassau Ccunty My(;OM MIssion EXPires Dec 30,201x ' CeTM Im t U.S.,, Postal Servi postal Service CERTIFIED MAIL@ RECEIPT 'CERTIFIED MAW0,11ECEIPT Domestic mail Only ccmestic mail only CO ,Do MY' r Er N U W�"2 =I- L U111 L S KE 'M-Certified mail i-ea 0971 Certified Mail Fee 0971 rn 2 In c $3.45 02 Er t Services&Fees(checkbox,add fee 4n $ R mRec pl(haydC Fees(check box,add p V f Receipt(h $ Ir W. 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Postal Service Tm ECEIPT �CERTIFIED MAIL@ R r- DOtnestic il Only Ul CO HATITIn r= 0971 tpj Certified Mall Fee $3.45 02 1 i.rn s Ir Ext Services Fees(check add Imbe ate) A 9?7 • [] etumnecei t(hardcopy) $ rpa -1 Cl Return Receipt(ell ronic) $ ere E:3 rertified Mail Restricted Dehi ry $ $ 0 red C3 ❑Adult Signature,Required ❑Adult signature Restricted Delivery$ 0 postage $0.71 , Z) Ln $ = Total postage and Wr( 1) r=1 SentTot%r ----------------------- -n-r 3u&ffau C3 A 1v P. S r --- ---------------------------------------- -------------------- - PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL, RECEIPTS t Name: %vao l'4q ` P ! 3 M 1 55e sca rec.eve— - h- n tdia �r'�r /MS'S PM _ 4 STATE OF NEW YOlkY"_ 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 w 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. ,i A Sworn to before me this Day of 120 I i i Notary Public Michael J.Domino,President O�*QF SO 01 Town Hall Annex John M.Bredemeyer III,Vice-President O 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold, New York 11971 A.Nicholas Krupski �pQ Telephone(631) 765-1892 Greg Williams �ly`,oU Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD PUBLIC HEARING FOR THIS PROPOSED PROJECT TO BE HELD ON WEDNESDAY, NOVEMBER 14, 2018 AT OR ABOUT 5:30P.M. IN THE TOWN HALL MEETING HALL PROJECT DESCRIPTION FOR: Winston Ely on behalf of JOAN O'LEARY LOCATED: 770 OLD SALT ROAD, MATTITUCK SCTM# 1000-144-5-14 For a Wetland Permit for the existing 2,381 sq.ft. dwelling with attached garage and enclosed porch on slab foundation; construct additions and alterations to existing dwelling for a proposed 3,143sq.ft. two-story dwelling consisting of demolishing existing front and back wood decks; demolish 94sq.ft. section connecting dwelling to garage; remove entire roof; remove existing chimney and install new; construct a 221 sq.ft. one-story addition on slab foundation onto eastern side of dwelling; construct a 191 sq.ft. two-story addition with basement foundation (for mechanical room) on south-western side of dwelling; construct a 763sq.ft. second-story addition on westerly side of dwelling; construct new roof on dwelling and now 414sq.ft. detached garage; install 266sq.ft. of permeable 12"x18" cut bluestone patio with open sand swept joints and stone reservoir below on the landward side of dwelling; install 1 ,036sq.ft. (16'x64'9") of permeable 12"x18" cut bluestone patio with open sand swept joints and stone reservoir below against the seaward side of the dwelling; install 513sq.ft. of permeable pea gravel (with stone reservoir below) walkways along the western side of the dwelling; widen and replace existing 716sq.ft., 19' wide driveway to 24' wide using permeable pea gravel with stone reservoir below; install 200sq.ft. of permeable bluestone slabs set into grass with stone reservoir below on landward side of dwelling; install electric solar array on new roof; install a 4'x12' concrete mechanical pad on the eastern side for A/C compressors; install planting areas around dwelling; install a 25' wide and 3' tall wooden farm fence on the western side of the garage extending to the western property line with a 4' gate; abandon existing septic system and install new septic system landward of dwelling; and to install gutters to leaders to drywells, and in accordance with Chapter 236 of the Town Code-Stormwater Management. ,NUTILt: Ulm Ht: AKING 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 : JOAN O' LEARY SUBJECT OF PUBLIC HEARING : Please see attached Project Description Page posted with this notice. TIME & DATE OF PUBLIC HEARING : Wednesday, November 14, 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 PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: STATE OF NEW YORK COUNTY OF SUFFOLK Winston Ely ,residing at 507 Clinton Ave #1, Brooklyn, NY 11238 being duly sworn, deposes and says that on the day of September , 2018, 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 950 Fulton St, Brooklyn NY 11238 that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Sworn to before me this Day of ,20 Notary Public NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: Winston Ely (Contract Vendee/Applicant) SCTM# 1000-144-5-14 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Renovate the single-family house at 770 Old Salt Road, Mattituck, NY 11952 without changing use. I I 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 770 Old Salt Road, Mattituck, NY 11952 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. PROPERTY OWNERS NAME: Winston Ely (Contract Vendee/Applicant) MAILING ADDRESS: 507 Clinton Avenue #1, Brooklyn, NY 11238 PHONE #: 347-236-0141 AGENT: N/A MAILING ADDRESS: PHONE #: Enc: Copy of sketch or plan showing proposal for your convenience. Town of Southold LYY`RP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for pernuts* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed( action will be evaluated as to its sivilificant 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 Iaffect the achievement of the LWRP policy standards al onditions contained in the consistency review law. Thus, each answer must be explained in d tail, listing both supportina and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertalcen. 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# 1000 - 144 - 5 - 14 PROJECT NAME 770 Old Salt Road Renovation 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: ❑x Nature and extent of action: Renovation of existing 4-bedroom, single-family home to expand the foot rin nt sligbily and add-a-oartiaLsecDnd floor. The project will not expand the house in the direction of Great Peconic Bay(besides legally rebuilding the current illegal front deck in slightly different configurations) The house has no basement and is constructed as a slab-on-grade concrete foundation. The rea ne patio wilm-e-Ims-n-wan tne surrounding yard finished gra ing.413 sq.ft. of habitable space will be added to the existing first floor while 761 of habitable space will be added as a second floor Location of action: 770 Old Salt Road Site acreage: .36 Present land use: Residential Present zoning classification: Residential 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: Winston Ely (Contract Vendee/Applicant) (b) Mailing address: 507 Clinton Avenue #1, Brooklyn, NY 11238 I(c) Telephone number: Area Code( ) 347-236-0141 (d) Application number, if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes 0 No❑ if yes, which state or federal agency? NYS D.E.C. C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes R No F—X] Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See L)VU Section III—Policies Pages 3 through 6 for evaluation criteria 0 Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No 0 Not Applicable Attach additional sheets if necessary INATURAL COAST POLICIES I I Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages S through 16 for evaluation criteria ❑ Yes ❑ No a Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No 0 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 ❑ No Fx] Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LVVRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public'access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye�] No❑ Not Applicable Attach additional sheets if necessary WORDING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III•—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No [ X1 Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No E 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[:� Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No F Not Applicable PREPARED BY Winston Ely TITLE t)Vendee/Applicant) DATE 9-25-2018