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Home My WebLink AboutDubon, Stephen Glenn Goldsmith,President11F Town Hall Annex A.Nicholas Krupski,Vice President "r, 54375 Route 25 Eric Sepenoski z ' P.O.Box 1179 Liz Gillooly �, w� " Southold,NY 11971 Elizabeth Peeples ° �"'� '" Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Lz Completed in field by: Young & Young on behalf of STEPHEN & JACQUELINE DUBON requests a Wetland Permit for the existing 1,118sq.ft. one-story dwelling and for the demolition and removal of certain existing structures (project meets Town Code definition of demolition), within and outside of the existing dwelling to facilitate construction of the proposed additions and alterations consisting of a proposed 45sq.ft. addition to northeast corner, and a 90sq.ft. addition to southeast corner for a 1,195sq.ft. total footprint after additions; construct a 1,195sq.ft. second story addition; a 70sq.ft. second story balcony; replace and expand existing easterly deck with a 320sq.ft. deck with 69sq.ft. of deck stairs to ground; replace and expand existing porch with a 40sq.ft. porch and 20sq.ft. porch stairs to ground; install one (1) new drywell for roof runoff; abandon two (2) existing cesspools and install a new IA/OWTS system consisting of one (1) 500 gallon treatment unit and 46 linear feet of graveless absorption trenches and for the existing 84sq.ft. shed. Located: 5605 Stillwater Avenue, Cutchogue. SCTM# 1000-137-4-3.2 Type f area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: VChapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: V Yes No Not Applicable Info needed/Modifications/Conditions/Etc.; ,. w core r + Present Were: G. Goldsmith N. Kt�u ski E. Sepenoski L. Gillooly E. Peeples Glenn Goldsmith,President co, Town Hall Annex A.Nicholas Krupski,Vice President Qw„c 54375 Route 25 Eric Sepenoski tiP P.O.Box 1179 Liz Gillooly °"� Teleo hone 631 765-1892 Elizabeth Peeples p ( ) Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Z_�, Completed in field by: v.,%, Young & Young on behalf of STEPHEN & JACQUELINE DUBON requests a Wetland Permit for the existing 1,118sq.ft. one-story dwelling and for the demolition and removal of certain existing structures (project meets Town Code definition of demolition), within and outside of the existing dwelling to facilitate construction of the proposed additions and alterations consisting of a proposed 45sq.ft. addition to northeast corner, and a 90sq.ft. addition to southeast corner for a 1,195sq.ft. total footprint after additions; construct a 1,195sq.ft. second story addition; a 70sq.ft. second story balcony; replace and expand existing easterly deck with a 320sq.ft. deck with 69sq.ft. of deck stairs to ground; replace and expand existing porch with a 40sq.ft. porch and 20sq.ft. porch stairs to ground; install one (1) new drywell for roof runoff; abandon two (2) existing cesspools and install a new IA/OWTS system consisting of one (1) 500 gallon treatment unit and 46 linear feet of graveless absorption trenches and for the existing 84sq.ft. shed. Located: 5605 Stillwater Avenue, Cutchogue. SCTM# 1000-137-4-3.2 Tyyof area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: /Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: F Present Were: G. oldsmith J N. Kr pski ✓ E. Sepenoski L. Gillooly E. Peeples Cantrell, Elizabeth From: Tom Wolpert <TCW@youngengineering.com> Sent: Wednesday, May 10, 2023 8:33 AM To: Cantrell, Elizabeth Subject: RE: Dubon; SCTM# 1000-137-4-3.2 Attachments: DOC_20230510082348.pdf Good Morning Elizabeth, Attached is a copy of the Project Description last dated May 9, 2023, for your use. We understand that the Trustees completed a site inspection yesterday. Is it possible for you to share with us a copy of the written notes for this application? Thank you for your assistance. Tom Thomas C.Wolpert Young Associates 400 Ostrander Avenue Riverhead,NY 11901 631.727.2303 From: Cantrell, Elizabeth [mailto:elizabethc@town.southold.ny.us] Sent: Monday, May 01, 2023 12:05 PM To:Tom Wolpert<TCW@youngengineering.com> Subject: RE: Dubon; SCTM# 1000-137-4-3.2 Good Morning Tom, Trustee Glenn Goldsmith was just in the office and I showed him the proposed staking plan for the Dubon property. Glenn said that should be fine but please label the stakes so the Board knows what each one is for. Thank you. Senior Offlice Assistant TOWIA Of Southotd B(aard of Trustees ¢mn From:Tom Wolpert<"T0AI0Dyo ngen 7Jnt?Pr ri com> Sent: Monday, April 24, 2023 11:47 AM To: Cantrell, Elizabeth< Ii abetG°7t@ aa�r7. t�thuld. ; .U!> Cc: Doug Adams<DEA oun engineerin .c�> Subject: RE: Dubon; SCTM#1000-137-4-3.2 Good Morning Elizabeth, Attached is a copy of our Proposed Staking Diagram,for your review. Please advise us if the proposed stake locations are acceptable to the Board so that we may complete this work on or before May 5, 2023. Thank you for your assistance. Tom Thomas C.Wolpert Young Associates 400 Ostrander Avenue Riverhead,NY 11901 631.727.2303 From: Cantrell, Elizabeth [nTiai tto:eli abetl1c towri.s tit�i�Bci�us] Sent:Tuesday,April 18, 2023 11:16 AM To:Tom Wolpert<TCWLd�y�a�:t� c ineer"n o rn> Subject: RE: Dubon; SCTM# 1000-137-4-3.2 Sorry Tom, I forgot to mention that the next site inspection date is Tuesday, May 9th and after that is Wednesday,June 7th Seiaior Office Assistant FOWru Of Southold Bor,.rd of'rrus::Q:es Office. 631-765-1892 From:Tom Wolpert<'rC uneergr°L j-CLILr> Sent:Tuesday,April 18, 2023 10:39 AM To:Cantrell, Elizabeth<eli ai)(�ti c a)t°tOWtl LItl'l()kd. ) > Subject: RE: Dubon; SCTM#1000-137-4-3.2 Good Morning Elizabeth, Thank you for the update. Tom 2 Thomas C.Wolpert Young Associates 400 Ostrander Avenue Riverhead,NY 11901 631.727.2303 From: Cantrell, Elizabeth [aiailto:eIIzab tl�c�io Sent:Tuesday,April 18, 2023 9:14 AM To:Tom Wolpert<]'t WL@^Vourt en itg ne r tig com> Subject: Dubon; SCTM#1000-137-4-3.2 Good Morning Tom, Last night the Board of Trustees held their work session and reviewed the above referenced application. The Board is at this time postponing the application from the April public hearing agenda and has requested that the project be staked out for both leaching systems, retaining wall,and landward end of right-of-way locations. Also could you please update the written project description that matches the latest proposed and email it to me for the record. Sincerely, Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email 3 November 15, 2021 Revised June 21, 2022 Revised July 28, 2022 Revised May 9, 2023 ATTACHMENT TO BOARD OF TRUSTEES APPLICATION prepared for Stephen Dubon & Jacqueline Dubon at Cutchogue, T/O Southold, New York SCTM # 1000-137-04-3.2 General Project Description The project consists of constructing two small first floor additions and a second story addition and second floor balcony to an existing 1 story frame house. The project also includes expanding an existing wood deck, abandoning an existing sewage disposal system, constructing a new sewage disposal system (IAOWTS), and new storm water control structures for roof runoff. The project also includes the demolition and removal of certain existing structures within and outside of the existing 1 story frame house to facilitate construction of the two small first floor additions, the second story addition, and the expanded wood deck. The project also includes construction of a landscape wall and masonry step along a portion of the northerly property boundary line. Detailed Project Description The subject property is occupied by the following structures: 1 Story Frame House 1,118 sf Shed 84 sf Decks 432 sf •-- Existing Cesspools C� 2 E g ools p C E AY 1 023 Southold Mown Board of Trustees _� Page 2 of 2 May 9 2023 2023The following improvements are proposed: I-hopa T®wr� Board of Trustees First Floor Addition (NE Corner) 45 sf First Floor Addition (SE Corner) 90 sf Second Story Addition 1,195 sf Second Story Balcony 70 sf Expand Existing Wood Deck 320 sf New Wood Deck Stairs 69 sf Expand Existing Porch 40 sf Expand Existing Porch Stairs 20 sf Landscape Wall 381 x 2'W x 12"-24"H Stone Step 3'W x 8"-12" H Abandon 2 Existing Cesspools Construct 1 New Drywell for Roof Runoff Construct New Sewage Disposal System (IAOWTS) consisting of one (1) 500 gallon treatment unit and 46 linear feet of graveless absorption trenches, ie. one (1) 24'L x 4'W trench and one (1) 22'L x 4'W trench. The following structures will occupy the property upon completion of the proposed construction and site improvements: 2 Story Frame House 1,195 sf footprint Shed 84 sf Side Deck & Stairs 389 sf Front Porch & Stairs 60 sf Second Story Balcony 70 sf Drywell for Roof Runoff Sewage Disposal System (IAOWTS) — one (1) 500 gallon treatment unit and 46 linear feet of graveless absorption trenches. YOUNG ASSOCIATES 631-727-2303 400 Ostrander Avenue,Riverhead,New York 11901 admin@youngengineering.com HOWARD W. YOUNG,Land Surveyor THOMAS C. WOLPERT,Professional Engineer DOUGLASE.ADAMS, Professional Engineer&Geologist - - DANIEL A. WEAVER,Land Surveyor AR 202 April 5, 2023 Town of Southold Board of Trustees Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 RE: Single Family Residence STEPHEN DUBON &JACQUELINE DUBON 5605 Stillwater Avenue Lots 18 & 19, "Fleetwood Cove" at Cutchogue, T/O Southold, NY (21-0020) SCTM No.: 1000-137-04-3.2 Dear Members of the Board: Enclosed are copies of the eight (8) authorization letter received from the neighbors who, together with Stephen & Jacqueline Dubon, each have a one- ninth interest in the Right of Way, for your use. Very truly yours, tom, 'w"- Thomas C. Wolpert TCW/caw Encl. CC. Mr. Stephen Dubon + encl. Planning Engineering Land Surveying �4 Stephen &Jacqueline DuBon APR 2023 5605 Stillwater Avenue im----... Cutchogue, New York 11935 _ - Tel. 347-231-5024 March 3, 2023 June A. Zarzecki 4980 Stillwater Avenue P.O. Box 282 Cutchogue, New York 11935 Re: Septic Tank Replacement at residence of Stephen and Jacqueline DuBon 5605 Stillwater Avenue, Cutchogue, NY SCTM No: 1000-137-04-3.2 Dear Ms. Zarzecki: Attached is a copy of our filed Building Permit Plot Plan dated February 2, 2023. This plan shows that a portion of our new septic system lies within the southerly area of the pedestrian right-of- way which exists through our property to Eugene Creek. We recognize our continued and permanent obligation to provide safe and unobstructed access across our property and via this designated pedestrian right-of-way. Every effort will be made to minimize any impact to pedestrian traffic. However,we were advised by our contractor that a portion of the installation of the new septic tank may lie slightly above grade due to existing conditions (ie. water table)the extent of which is impossible to be determined until our contractor completes construction. After all of our work has been completed, it is anticipated that the resulting elevation over the new tank installation will be zero to 16 inches. In this event our contractor recommends adding a gradual slope ("berm") in the landscape. Under a "worst case scenario" our contractor advises that the resulting elevation may be as high as 24 inches. In this unlikely event we will construct a 3ft wide masonry "step" or "steps" if such need arises and as may be necessary and proper to maintain safe and unobstructed access across the area at our sole cost and expense. Under no circumstances will our construction result in any type of permanent obstruction to the pedestrian right-of-way and we agree to make the Board aware of all of our above representations made to you as a condition to your consent and with the understanding that this correspondence shall serve as written confirmation that we will abide by the terms herein. Kindly provide your written approval of the foregoing by countersigning a copy of this letter which will be forwarded,together with our respective neighbor's executed approvals to the Southold Trustees and be included in their file.A copy of facsimile of this correspondence shall be deemed as enforceable as the original by all parties. Y Sincerely, Stephen p DuBon Date ne DuBon Da Acknowledged and Accepted By: Yun�iaA. Zarzecla Wes. STATE OF NEW YORK ] COUNTY OFJ-Ar—. — } On the IV day of March,2023 before me,the undersigned,a Notary Public in and for the State of:New York appeared Stephen DuBon and Jacqueline DuBon personally known to me or proved to me on the basis of satisfactory evidence to be the individuals whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their individual capacities,and that by their si natur on the instrument,the individuals,or the persons upon behalf of whom the individuals acted cured the instrument. No ry or, STATE of NEW YORK ) IIIea oltcoa,cso. � York .a0 Of 7W �u county, COUNTY OFSU�Fc)�L ousIffied in,�Ia�� ustat, t►? On the 5 day of March, 2023 before me,the undersigned, a Notary Public in and for the State of New York appeared June A.Zarzecki personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her individual capacity, and that by her signature on the instrument,the individual,or the person upon behalf of whom the individual acted,executed the instrum7�*EVE L.GATZ-SCHWAMBORN NOTARY PUBLIC.STATE OF NEW YORK Registration No.OIGA6274028 Quaiifiod in Suffolk County Coinmission Expires Dec.24,20� Stephen &Jacqueline DuBon y 9 Xti' 5605 Stillwater Avenue Cutchogue, New York 11935 APR. °°°° 2023 Tel. 347-231-5024 f March 3, 2023 Alan Dworkowitz Barbara Dworkowitz 595 Westend Avenue New York, N.Y.10024 Re: Septic Tank Replacement at residence of Stephen and Jacqueline DuBon 5605 Stillwater Avenue, Cutchogue, NY SCTM No: 1000-137-04-3.2 Dear Mr and Mrs. Dworkowitz: Attached is a copy of our filed Building Permit Plot Plan dated February 2, 2023.This plan shows that a portion of our new septic system lies within the southerly area of the pedestrian right-of- way which exists through our property to Eugene Creek. We recognize our continued and permanent obligation to provide safe and unobstructed access across our property and via this designated pedestrian right-of-way. Every effort will be made to minimize any impact to pedestrian traffic. However,we were advised by our contractor that a portion of the installation of the new septic tank may lie slightly above grade due to existing conditions (ie. water table)the extent of which is impossible to be determined until our contractor completes construction. After all of our work has been completed, it is anticipated that the resulting elevation over the new tank installation will be zero to 16 inches. In this event our contractor recommends adding a gradual slope ("berm") in the landscape. Under a "worst case scenario" our contractor advises that the resulting elevation may be as high as 24 inches. In this unlikely event we will construct a 3ft wide masonry"step" or "steps" if such need arises and as may be necessary and proper to maintain safe and unobstructed access across the area at our sole cost and expense. Under no circumstances will our construction result in any type of permanent obstruction to the pedestrian right-of-way and we agree to make the Board aware of all of our above representations made to you as a condition to your consent and with the understanding that this correspondence shall serve as written confirmation that we will abide by the terms herein.. Kindly provide your written approval of the foregoing by countersigning a copy of this letter which will be forwarded,together with our respective neighbor's executed approvals to the Southold Trustees and be included in their file.A copy of facsim lie of this correspondence shall be deemed as enforceable as the original by all parties. Sincerely, Stephen DuBon Date 11' a ne DuBon Daft Acknowledged and,accepted By: Alan Dworicowitz �7Dat 1 J"� Barbara Dworkowitz Date STATE OF NEW YORK ) COUNTY OFr4c-) On the It 0 day of March,2023 before me,the undersigned, a Notary Public in and for the State of New York appeared Stephen DuBon and Jacqueline DuBon personally known to me or proved to me on the basis of satisfactory evidence to be the individuals whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their individual capacities,and that bytheir signatures on the Instrument,the individuals, or the persons upon behalf of whom the individuals acted,execu" the instrument. Nora i''u F-So- STATE OF NEW"YORE et to o New York f oCOUNTY OF � t » 1itdio fa'sssuCo . nty ormis a pjM On the /f day of March,2flZ3 before me,the undersigned,a Notary Public in and for the State of New York appeared Mr.and Mrs Dworkowitz personally known tome or proved tome on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her individual capacity, and that by her signature on the instrument,the.individual,or the person upon behalf of whom the id iyidual actead,executed the instrument Notary Public SETH G BANK NotLPublictate of New York 6427783 uffolk CountyMy Cpires,Jan 3,2026 Stephen SiJacq eeline Dueon ( , i( .� , I I Cutchogue, New York 11935 It Tel, 347-231-5024 February 26, 2023 John C. Cassimatis Mary Anne Cassimatis 147-18 17"Avenue Whitestone, New York 11357 Re: Septic Tarok Replacement at residence of Stephen and Jacqueline Du6on 5605 Stillwater Avenue, Cutchogue, NY SCTM No: 3000.137-04-3.2 Dear Mr. & Mrs. Cassimatis: Attached is a copy of our filed Building permit Plot Plan dated February 2, 2023, This plan shows that a portion of our new septic system lies within the southerly area of the pedestrian right-of- way which exists through our property to Eugene Creek. We recognize our continued and permanent obligation to provide safe and unobstructed access across our property and via this designated pedestrian right-of-way. Every effort will be made to minimize any impact to pedestrian traffic. However, we were advised by our contractor that portion of the installation of the new septic tank may lie slightly above grade due to existing conditions (ie. water toble)the extent of which is impossible to be determined until our contractor completes construction. ,after all of our work has been completed, it is anticipated that the resulting elevation over the new tank installation will be zero to 16 inches. In this event our contractor recommends adding a gradual slope ("berm")in the landscape. Under a "worst case scenario" our contractor advises that the resulting elevation may be as high as 24 inches. In this unlikely event we will construct a aft wide masonry "step"or"steps" if such need arises and as may be necessary and proper to maintain safe and unobstructed access across the area at our sale cost and expense. Under no circumstances will our construction result in any type of permanent obstruction to the pedestrian right-of-way and we agree to make the Board aware of all of our above representations made to you as a condition to your consent and with the understanding that this correspondence shall serve as written confirmation that we will abide by the terms herein. av'prnval to n.io cp"'IIIIE !"Opy ol lj)l-;iPrIer �Wrkh wffl b,e fOxw3i'ded, tfigetho-r Ltecuzi d approv�Als to t.-'Jr- Sauti-ItAd 7r.-Asleei anti ed be undud rn their tile, A cr.'py of facSinnile of this correspondence Shah bydeenied a-s paones- StCJhfl! DUBOn Da� -41 a j iWO=J'jvkVlged and Accepted end. D Mary Anne Cassirnatk Date' STATF OF NEIoN YORK C 0 U N I v 0;A6 L4L-j wit thed3V of Marcn, 202-3 before me. the undersjppf�...a Notary Pub.,EIf in and for the State of eyv York appeared Staph-P.n QU80r;;1011 j,)=:quebnv DuBon personally hnown to rse or prcve?j to rne on tfic bis;s oa satisf-actory e)LddPnce to be t&, indwiduals whost,naincs are u0scribed'o ffie vvoffiin uutruniem afie ack-nowl2dg-ed to rne ,hat Shj?j -merited the in their individual capacities,AI%d olat by Chor sqgnakures�.he instrurnerq,the ir�dwoduah, or 1khe persons L4pory behalf of whom lhe�-ndividQjlr� thr,msvisr.nent t6u NotarARE)S,DILLWORTH,E,,3Q y P'siblic St-We of Now y0f:W Reg.NO-'02Dj4,qq7q,, STATE 0-F NEW YORK ) �`%" Qualffiedin Nassau C�Ourlty Comlissil" I On thc� F-XP'r*s August 3 1 204k, j dQV Of March, 2023 befor-e rne, tf�e undersigned, a Notary Public m and foT the State of New York, appeared John 6 Cassimabs and Mary Anne Cassiiyw)s permally known to rne of proved (o me on.the basis Of satiSfiWorY EVIC14tnCe, to be thf,indiv,,-duais whose names are subsc4 bed to the within instrument and acknowieAged tia n-ie that they execlsted tile sarne ir, th-ew individt;al capacitje5,anj?hat by their so-,-latlIfe6 C-"TI,he 3n5trUr--jerJt,the individuats, or the o oersons upon behalf,of whom.the individuals acted,ex0cutted the in'strurnent 15t F,le of v York Gaunty of , 1 15 c.,I re f n e 1"'Ns 20 foragoing e—j L Stephen &Jacqueline DuBon 5605 Stillwater Avenue R """" 2023 Cutchogue, New York 11935 Tel. 347-231-5024 March 3, 2023 Irene Magramm 245 East 63,d Street, Apt 1207 New York, NY 10065 Re: Septic Tank Replacement at residence of Stephen and Jacqueline DuBon 5605 Stillwater Avenue, Cutchogue, NY SCTM No: 1000-137-04-3.2 Dear Ms. Magramm: Attached is a copy of our filed Building Permit Plot Plan dated February 2, 2023. This plan shows that a portion of our new septic system lies within the southerly area of the pedestrian right-of- way which exists through our property to Eugene Creek. We recognize our continued and permanent obligation to provide safe and unobstructed access across our property and via this designated pedestrian right-of-way. Every effort will be made to minimize any impact to pedestrian traffic. However, we were advised by our contractor that a portion of the installation of the new septic tank may lie slightly above grade due to existing conditions (ie. water table)the extent of which is impossible to be determined until our contractor completes construction. After all of our work has been completed, it is anticipated that the resulting elevation over the new tank installation will be zero to 16 inches. In this event our contractor recommends adding a gradual slope ("berm") in the landscape. Under a "worst case scenario" our contractor advises that the resulting elevation may be as high as 24 inches. In this unlikely event we will construct a 3ft wide masonry "step" or "steps" if such need arises and as may be necessary and proper to maintain safe and unobstructed access across the area at our sole cost and expense. Under no circumstances will our construction result in any type of permanent obstruction to the pedestrian right-of-way and we agree to make the Board aware of all of our above representations made to you as a condition to your consent and with the understanding that this correspondence shall serve as written confirmation that we will abide by the terms herein. Kindly provide your written approval of the foregoing by countersigning a copy of this letter which will be forwarded,together with our respective neighbor's executed approvals to the Southold Trustees and be included in their file.A copy of facsimile of this correspondence shall be deemed as enforceable as the original by all parties. Sincerely, r� Stephen Du Bon Qate3 4q� n Bon Da�tie Acknowledged and Accepted By*: 1ren .l0rarnm Date STATE OF NEW YORK ) COUNTY OF�v%^r—t.U--) On the f o, day of March,2023 before me,the undersigned, a Notary Public in and for the State of New York appeared Stephen DuBon and Jacqueline DuBois.personally known to me or proved to me on the basis of satisfactory evidence to be the individuals whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their individual capacities,and that by their signatu;Ci.'nS&Um`e"', the individuals, or the persons upon behalf of whom the individuals actedted the instrument. NotarySTATE OF NEW WORKlo etc t eWc ty COUNTY OF 1� o a c , u stote �� f �t�EVirs August R " On the day of March,2023 before me,the undersigned, a Notary Public in and for the State of New York appeared Irene Magrarnm personally known to,me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her individual capacity,and that by her signature on the instrument,the individual,or the person upon behalf of whom the individual acted,executed the instrument. Notary Public \�t mow• .It 1.,� S �p Y�o�ca d is j -3 (M173 Ste OS Stillwater on � �� ° � � P q 2� 3 5 � Cutchogue, New York 11935 Tel. 347-231-5024 i March 3,2023 Richard A.Schreiber and Margarita M. Schreiber 147 E.97a'Street,Apt. 2W New York, NY 10029 Re:Septic Tank Replacement at residence of Stephen and Jacqueline DuBon 5605 Stillwater Avenue, Cutchogue, NY SCTM No: 1000-137-04-3.2 Dear Mr.&Mrs.Schreiber: Attached is a copy of our filed Building Permit Plot Plan dated February 2,2021 This plan shows that a portion of our new septic system lies within the southerly area of the pedestrian right-of- way which exists through our property to Eugene Creek. We recognize our continued and permanent obligation to provide safe and unobstructed access across our property and via this designated pedestrian right-of-way. Every effort will be made to minimize any impact to pedestrian traffic. However,we were advised by our contractor that a portion of the installation of the new septic tank may lie slightly above grade due to existing conditions (ie. water table)the extent of which is impossible to be determined until our contractor completes construction. After all of our work has been completed, it is anticipated that the resulting elevation over the new tank installation will be zero to 16 inches. In this event our contractor recommends adding a gradual slope ("berm")in the landscape. Under a "worst case scenario"our contractor advises that the resulting elevation may be as high as 24 inches. In this unlikely event we will construct a 3ft wide masonry"step"or"steps" if such need arises and as may be necessary and proper to maintain safe and unobstructed access across the area at our sole cost and expense. Under no circumstances will our construction result in any type of permanent obstruction to the pedestrian right-of-way and we agree to make the Board aware of all of our above representations made to you as a condition to your consent and with the understanding that this correspondence shall serve as written confirmation that we will abide by the terms herein. Kindly provide your written approval of the foregoing by countersigning a copy of this letter which will be forwarded,together with our respective neighbor's executed approvals to the Southold Trustees and be included in their file.A copy of facsimile of this correspondence shall be deemed as enforceable as the original by all parties. Sincerely, Step en t}tf69n Date 1d 2a J ine DuBon Date Acknowledged and Accepted By: /2,0 L'ichald;A :ei r Date I'ii'larga . Schreiber mate STATE OF NEW YORK ) ) COUNTY OF On the. to— day of March,2023 before me,the undersigned,a Notary Public in and for the State of New York appeared Stephen DuBon and Jacqueline DuBon personally known to me or proved to me on the basis of satisfactory evidence to be the indlviduals whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their individual capacities,and that bytheir signatures on the instrument,the individuals, or the persons upon behalf of whom the individuals ate , xecuted the instrument. y Lary Public RjCHAR0 a.UL wciRM F8ra. Not Public.State of NOw York STATE OF NEW YORK ) Ne Nra.02014997985 Cluardied bi Nassau County Comnjwss%aan Eacj*er.August 31,20 COUNTY OF AIM,* k } On the _2 34 day of March, 2023 before me,the undersigned,a Notary Public in and for the State of New York appeared Richard A.Schreiber and margarita M.Schreiber personally known to me or proved to me on the basis of satisfactory evidence to be the individuals whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their individual capacities,and that by their signatures on this Instr ent,the individuals,or the persons upon behalf of whom the individuals acted, executed th nstrument. Notary P WI)TfEOF JEAN NOT NEW YORK No.01JE6349498 Qualified in Nassau County My Commission Expires 10-17-2024 Stephen &Jacqueline DuBon °f 5605 Stillwater Avenue Cutchogue, New York 11935M22 Tel. 347-231-5024 M March 3, 2023 Denis Lipovac and Suzana Lipovac 32-58 37th Street Astoria, New York 11103 Re: Septic Tank Replacement at residence of Stephen and Jacqueline DuBon 5605 Stillwater Avenue, Cutchogue, NY SCTM No: 1000-137-04-3.2 Dear Mr. & Mrs. Lipovac: Attached is a copy of our filed Building Permit Plot Plan dated February 2, 2023. This plan shows that a portion of our new septic system lies within the southerly area of the pedestrian right-of- way which exists through our property to Eugene Creek. We recognize our continued and permanent obligation to provide safe and unobstructed access across our property and via this designated pedestrian right-of-way. Every effort will be made to minimize any impact to pedestrian traffic. However, we were advised by our contractor that a portion of the installation of the new septic tank may lie slightly above grade due to existing conditions (ie. water table)the extent of which is impossible to be determined until our contractor completes construction. After all of our work has been completed, it is anticipated that the resulting elevation over the new tank installation will be zero to 16 inches. In this event our contractor recommends adding a gradual slope ("berm") in the landscape. Under a "worst case scenario" our contractor advises that the resulting elevation may be as high as 24 inches. In this unlikely event we will construct a aft wide masonry "step" or "steps" if such need arises and as may be necessary and proper to maintain safe and unobstructed access across the area at our sole cost and expense. Under no circumstances will our construction result in any type of permanent obstruction to the pedestrian right-of-way and we agree to make the Board aware of all of our above representations made to you as a condition to your consent and with the understanding that this correspondence shall serve as written confirmation that we will abide by the terms herein. Kindly provide your written approval of the foregoing by countersigning a copy of this letter which will be forwarded,together with our respective neighbor's executed approvals to the Southold Trustees and be included in their file.A copy of facsimile of this correspondence shall be deemed as enforceable as the original by all parties. Sincerely, I Stephen DUBon-, Date J qu li a DUBon Date a.- ckno?vled:g and Accepted By- " Denis Lipovac Date V10 V 3 21 2 3 Suzana ovac Date STATE OF NEW YORK COUNTY OFS�' On the day of March, 2023 before me,the undersigned,a Notary Public in and for the State of New York appeared Stephen DuBon and Jacqueline DuSon personally known to me or proved to me on the basis of satisfactory evidence to be the individuals whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their individual capacities,and that by their signature the instrument,the individuals,or the persons upon behalf of whom the individuals acted, A" cttinstrument. Notary Public j tAAFo S.DILO O STATE OF NEW YORK t 0t r�'VUj4�. t$ t Reg,.tag. Oassas cow ty couNTy OF ��a�+ +��t��,zap = On the day of March,2023 before me,the undersigned, a Notary Public in and for the State of New York appeared Denis Lipovac and Suzana Lipovac personally known to me or proved to me on the basis of satisfactory evidence to be the individuals whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their individual capacities, and that by th i I es on this instrument,the individuals, or the persons upon behalf of whom tl indiv uals ad ed, executed this instrument. Notary Public THOMAS R.ttZ QLA Notary Public,State of Now York ReClistr tion No.01MAA5077278 Quslltied In Queens County Commission'Expire$May:,2 Stephen &Jacqueline DuBon �:- ` 5605 Stillwater Avenue � � �"' Cutchogue, New York 11935 Tel. 347-231-5024 March 3, 2023 Donna A. Belvedere 4930 Stillwater Avenue Cutchogue, New York 11935 Re: Septic Tank Replacement at residence of Stephen and Jacqueline DuBon 5605 Stillwater Avenue, Cutchogue, NY SCTM No: 1000-137-04-3.2 Dear Ms. Belvedere: Attached is a copy of our filed Building Permit Plot Plan dated February 2, 2023. This plan shows that a portion of our new septic system lies within the southerly area of the pedestrian right-of- way which exists through our property to Eugene Creek. We recognize our continued and permanent obligation to provide safe and unobstructed access across our property and via this designated pedestrian right-of-way. Every effort will be made to minimize any impact to pedestrian traffic. However, we were advised by our contractor that a portion of the installation of the new septic tank may lie slightly above grade due to existing conditions (ie. water table)the extent of which is impossible to be determined until our contractor completes construction. After all of our work has been completed, it is anticipated that the resulting elevation over the new tank installation will be zero to 16 inches. In this event our contractor recommends adding a gradual slope ("berm") in the landscape. Under a "worst case scenario" our contractor advises that the resulting elevation may be as high as 24 inches. In this unlikely event we will construct a 3ft wide masonry"step" or "steps" if such need arises and as may be necessary and proper to maintain safe and unobstructed access across the area at our sole cost and expense. Under no circumstances will our construction result in any type of permanent obstruction to the pedestrian right-of-way and we agree to make the Board aware of all of our above representations made to you as a condition to your consent and with the understanding that this correspondence shall serve as written confirmation that we will abide by the terms herein. Kindly provide your written approval of the foregoing by countersigning a copy of this letter which will be forwarded,together with our respective neighbor's executed approvals to the Southold Trustees and be included in their file.A copy of facsimile of this correspondence shall be deemed as enforceable as the original by all parties. Sincerely, 3b 3 Stephen DuBon Date ire DuBon �....`� ate Acknowledged and ccepted By: Donna A. Belvedere Date a STATE OF NEW YORK � COUNTY OF JL�F&Lv-,j On the )pe., day of March,2023 before me,the undersigned, a Notary Public in and for the State of New York appeared Stephen DuBon and Jacqueline DuBon personally known to me or proved to me on the basis of satisfactory evidence to be the individuals whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their individual capacities,and that by their signatures on the instrument,the individuals, or the persons upon behalf of whom the individuals Aary uteri the instrument. STATE OF NEW YORiC l~lblicL �T ro, RIG �utrial.State 01 COUNTY OF SU�1"� °EXpreZA1j9,3 t , 0 On the L ' y of March,,2023 before me,the undersigned,a Notary Public in and for the State of New York appeared Donna A.Belvedere personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to nee that she executed the same in her individual capacity,and that by her signature on the Instrument,the individual,or the person upon behalf of whore the Individual acted,executed the instrument, Notary i I EVE L GAT SCI"l"';,y' 'w B0RN' NOrl'A.,RY PUBLIC, "fi"�Tr-a OF`EW YORK p.e isar,-at1 ,i Nra.0 t GA6z74028 Q,,Wffled in Suffolk colinly cc)rarnission i x0res De 24,2U,�-4 Stephen &Jacqueline DuBon 5605 Stillwater Avenue APR Cutchogue, New York 11935 Tel. 347-231-5024 March 3, 2023 Robert D. Sporing and Patricia A. Sporing 55 Floral Avenue Bethpage, New York 11714 Re:Septic Tank Replacement at residence of Stephen and Jacqueline DuBon 5605 Stillwater Avenue, Cutchogue, NY SCTM No: 1000-137-04-3.2 Dear Mr. & Mrs. Sporing: Attached is a copy of our filed Building Permit Plot Plan dated February 2, 2023.This plan shows that a portion of our new septic system lies within the southerly area of the pedestrian right-of- way which exists through our property to Eugene Creek. We recognize our continued and permanent obligation to provide safe and unobstructed access across our property and via this designated pedestrian right-of-way. Every effort will be made to minimize any impact to pedestrian traffic. However, we were advised by our contractor that a portion of the installation of the new septic tank may lie slightly above grade due to existing conditions (ie. water table)the extent of which is impossible to be determined until our contractor completes construction. After all of our work has,been completed, it is anticipated that the resulting elevation over the new tank installation will be zero to 16 inches. In this event our contractor recommends adding a gradual slope ("berm") in the landscape. Under a "worst case scenario" our contractor advises that the resulting elevation may be as high as 24 inches. In this unlikely event we will construct a 3ft wide masonry"step"or "steps" if such need arises and as may be necessary and proper to maintain safe and unobstructed access across the area at our sole cost and expense. Under no circumstances will our construction result in any type of permanent obstruction to the pedestrian right-of-way and we agree to make the Board aware of all of our above representations made to you as a condition to your consent and with the understanding that this correspondence shall serve as written confirmation that we will abide by the terms herein. Kindly provide your written approval of the foregoing by countersigning a copy of this letter which will be forwarded,together with our respective neighbor's executed approvals to the Southold Trustees and be included in their file.A copy of facsimile of this correspondence shall be deemed as enforceable as the original by all parties. Sincerely, 451, enl3on Date DuSon Date Atdcmawledged and Accepted By: Robert D.Sp g Date -P-CL -3 z patriaa A.S ng D STATE OF NEVI!YORK ) COUNTY OF v f On the 10 day of March,2023 before me,the undersigned,a Notary Public in and for the State of New York appeared Stephen DuBon and Jacqueline DuBm personally known to me or proved to me on the basis of satisfactory evidence to be the individuals whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their individual capacities,and that by their s;,gnur on the instrument,the individuals,or the Persons upon behalf of whom the individualsd, ted the insubI"W-St trument. Public o 1wC�rt11,cam. cs4 New " ST�r"1' .P4�r.02014997985 Reg� C�7 C11'Wrr spt3ti,sau County '�+ COUNTY C m," ' On the �t day of March,,2023 before me,the undersigned,a notary Public in and for the State of a Robert D.Sporing and Patricia A.Sporing personally known to me car proved ca=;� a basis of satisfactory evidence to be the Individuals whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their individual capacities,and that by their signatures on this instrument,the individuals,or the persons upon behalf of whom the individuals acted,executed this instrument. .,,. DAMASO tANOCR K Public Notary public•State of Fwrwa Notary Commission#HH 307'671' ?rr a rely Comm.Expires Aug 31,2026 onded tbrougiv National Notary Assn. September 6, 2022 ATTACHMENT TO BOARD OF TRUSTEES APPLICATION prepared for Stephen Dubon & Jacqueline Du at Cutchogue, T/O Southold, New York EC E I - E SCTM # 1000-137-04-3.2 S E P - 6 2022 Southold Town List of the Nine (9) Property Owners Who Share Equally in Board of Trustees Ownership of the Right-of Way (SCTM No.: 1000-137-04-1.1) 1. Stephen & Jacqueline Dubon 5605 Stillwater Avenue Cutchogue, NY 11935 2. Allan & Barbara Dworkowitz 4225 Pequash Avenue Cutchogue, NY 11935 3. Irene Magramm 4295 Pequash Avenue Cutchogue, NY 11935 4. John & Mary Anne Cassimatis 5320 Stillwater Avenue Cutchogue, NY 11935 5. Denis & Suzana Lipovac 5220 Stillwater Avenue Cutchogue, NY 11935 Page 2 of 2 September 6, 2022 6: Robert & Patricia Sporing 5050 Stillwater Avenue Cutchogue, NY 11935 7. June Ann Zarzecki 4980 Stillwater Avenue Cutchogue, NY 11935 8. Donna Belvedere 4930 Stillwater Avenue Cutchogue, ,NY 11935 9. Richard & Maggie Schreiber 4870 Stillwater Avenue Cutchogue, NY 11935 A Jacqueline&Stephen DuBon 5605 Stillwater Avenue D E C E I V E Cutchogue,N.Y.11935 S E P - 6 2022 September 2,2022 Southold Town Board of Trustees Dear Neighbors, Hope everyone is having a great summer.As you may or may not know we are going through permitting stages in order to do some renovations to our home.As we work closely with the Southold Town Trustees,we are notifying all of a small retaining wall that May or May not have to be installed on our property. It has to do with the new I/A Septic system we are installing to protect the environment.At most it will be 12"-24"inches high and a few feet long.The trustees believed it was on the"Right of Way"for access to the easement/dock at the end of our property that you all own a share of.1 explained the ROW is actually located in the middle of the overgrown brush area(see attached Southold Tax Map). We assure you access to the easement will not be impeded and feel free to transverse across our property to take pictures,enjoy a sunrise or launch a kayak the way it's been since the DuBon's owned this property since 1996.Any questions please feel free to stop bye and discuss. Si rely, ` J eline& tephen DuOon YOUNG 8v YOUNG E C E I Y E Telephone (631) 727-2303 400 Ostrander Avenue D Facsimile (631) 727-0144 Riverhead,NeW York 11901 admin@youngengineering.com c HOWARD W. YOUNG,Land Surveyor THOMAS C. WOLPERT,Professional Engineer DOUGLASADAMS Professional Engineer/Geolo i�st Southold Town ROBERT STROMSKI,Architect Board of Trustees September 6, 2022 Town of Southold Board of Trustees Town Hall Annex 54375 Main Road P.O. Box 1179 y Southold, New York 11971-0959 RE: Single Family Residence STEPHEN DUBON &JACQUELINE DUBON 5605 Stillwater Avenue Lots 18 & 19, "Fleetwood Cove" at Cutchogue, T/O Southold, NY (21-0020) SCTM No.: 1000-137-04-3.2 Dear Members of the Board: Enclosed are the following items: 1. four (4) prints— Building Permit Survey (Sheets 1-3 of 3) last dated August 31, 2022, 2. four (4) copies—Jacqueline & Stephen Dubon letter dated September 2, 2022 regarding their renovation project including the proposed sanitary system and small retaining wall, and 3. four (4) copies—Attachment dated September 6, 2022 indicating the names and local addresses of the nine (9) property owners who share equally in the ownership of the right-of way. Please note that: 1. the plans have been amended to relocate the proposed sanitary leaching trenches away from the high marsh by reducing the length of the northerly planning Engineering Land Surveying Page 2 of 2 September 6, 2022 leaching trench by 4' and increasing the length of the southerly leaching trench by 4', and 2. the applicants have notified the other eight (8) neighbors, who share in the right-of-way, of their proposed building plans and assuring them that their access to the easement will not be impeded. We understand that submission of these documents enables the Board to complete its review of this application and to issue the requested Wetland Permit. If you have any questions, please contact us. Very truly yours, Thomas C. Wolpert TCW/caw Encl. CC. Mr. Stephen Dubon + encl. + 1 print (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURFOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 4 CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON MS BEHALF TO THE RILE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENOIN;INSRTUDON CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. TEST HOLE N LOT COVERAGE SITE DATA 400 Ostrander Avenue, Riverhead; New York 114101 BY McDonald Geo(ervices onlny.04.I tel. 631.727.2303 fax. 631.727.0144 DATE:01/28/2021 12.45pm EXISTING TOTAL AREA = 11,320 S.F. odmin@youngengineering.com EL=a.o 0.01 FRAME HOUSE = 2,118 SF L ( paq MIXED SAND SHED = 84 SF SUBDIVISION-"FLEETWOOD COVE"FILED IN THE OFFICE OF THE CLERK OF d LOAM y z.o' DECKS =432 SF SUFFOLK COUNTY ON JULY 01,1938 AS FILE NO.1263. J GRAY CLAYEY TOTAL = 1,634 SF * VERTICAL DATUM =NAVE)(1988) Howard W. Young, Land surveyor SAND W E16.6% Thomas 0. Wolpert, Professional Engineer GW EL=1.2 WATER IN 2.8' � l) UPLAND AREA PROPOSED =9,8275E Douglas E. Adams, Professional Engineer GRAY CLAYEY b�Nc - FRAME HOUSE = 1,195 SF *SUBJECT PARCEL 15 LOCATED IN ZONE AE EL-6 SEE FLOOD INSURANCE Robert 0. Tost, Architect 0t er� / (AND ,s � v1�t�PU, / SHED = 84 SF RATE MAP PANEL NO. 36103CO164 H LAST DATED SEPT.25,2009. Robert stromeki, Architect (s� WATER IN 3 0 `\ l��e\`\r/ DECKS =449 SF GRAY ORGANIC ' TOTAL CLAY = 1,728 SF 4.0' S 17 t°H� 17.6A * DEPTH TO GROUNDWATER = 3 FT HEALTH DEPARTMENT USE WATER IN * NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =3 m �11� BROWN BOG \ * MINIMUM REQUIRED IA OWTS CAPACITY =400 GAL (P'T) 5.0' DRAINAGE CALCULATIONS * PROVIDED S BSORWTS CAPACITY =500 GAL WATER IN \ GRAVELLESS ABSORPTION TRENCHES REQUIRED(6 SF) =46 LF BROGRAYISH WN CLAYEY \` * GRAVELLESS ABSORPTION TRENCHES PROVIDED =46 LF SAND ROOF AREA 1 REQUIRED tsc� 8.0' 1,197 SF x 2/12 x 1.0 = 199 CF \ \ WATER IN \\ \ PROVIDED BROWN FINE SAND \ USE NEW DW#1: ((P) 8' DIA. x 5' DEEP DRYWELL = 211 CF 17.0' HIGHEST EXPECTED GW EL=1.2 i \ \\ � (Dwelling with Public Water) / o�� `Q PROPOSED 12"TO 24" J\\°� / ABSORPTION \ HIGH LANDSCAPE WALL _. . .... ..._. ...._.. ._.. \ GRAVELESS / TRENCHS(6 SF) `� .._.. ._ _ - 9 / Ri ht of Way ` TOTAL=46 LF / r 0- 5.07 ENO N85022'00"E' 4 _ _- - - --- - .72 � c�� 3.56 PROPOSED 70.65' SANITARY 70 HIGH \ / f SYSTEM MARSH 4.68 S, 37 d" Lp. 4. , � /•--- --- _ P O 4.41 IPF * �i- N +4.01 � ° y t O y S I O�X h•�'�\�J, `\\ R.� ' Q 24"DIA Q j \, VVV 54 ` TREE j I` 4.23 .p 0 \ 10 Gotih �3 4.52 J CQ oti� \ \ -"►► 11P �� v 32' `Q s\moo re FIRE ��C`P ��r LANDWARD LIMITOFTIDAL ENGINEER'S CERTIFICATION �\�`t o\�Cl � �` V 4.21 0 7.08 (,t /\ \;o. pir i 3� G� WETLANDS AS DELINEATED BY i V FFL \ o. / YOUNG d YOUNG ON 02/23/2021 PROPOSED DRYWELL l a?� ` 6 \\ �° of ' EXISTING SANITARY STRUCTURES Fps if �� F�P�y� o,5oj TIE-LINE ALONG APPROXIMATE o / TO BE REMOVED IN ACCORDANCE ' WITH SCDHS STANDARDS �2s `F 6. �ti1 0 ��P�D HWM LOCATED ON 2/23/21 / 3.82 ohcP Py . '� . 5 o�c� ,� �'a G�10V yo i i� o ✓ C, t✓/ I' �0 \.. FLOANTED WITH NATIVE SALT ' �p/y �0 Q �0 \ GOagP\D . -OLERANT VEGETATION °� oo' 9 3232 ,,vJ 553000'02"W �• C�''+"r "' ' 0, !Z /� oA4i 35.64 HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n IPF �o C� P Psi /1�` 5� / THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 t G /) 'y y b, 4 FIXED DOCK y; Fj'L METAL RAMP o'\2 DOUGLAS E.ADAMS,N.Y.S.P.E.N0.80897 °".� 61 0 b FLOATING DOCK �1 / i P^ 5� Py9 pt O FES \O w`V 11,411- , `r,�(,\� / / MAP PREPARED FOR PROPOSED 2nd STORY ADDITION to C I V STEP HEN G• DUDON & I & ALTERATIONS TO EXISTING ' -� -� F ACQUELINE M. DUBON /Z 1 STORY FRAME HOUSE / I (Dwelling with Public Water) I I S E 202(2 °�J \ (3 BEDROOM, NO 8SMT.) LOT 18 & 19 "FLEETWOOD COVE" FFEL=7.1 I ; South Town at Cutchogue, Town of Southold " I ,. Suffolk County, New York N r" Board rusiees I (Dwelling with Public Water) ✓ / BUILDING PERMIT PLOT PLAN I F ` \ I County Tax Map District 1000 Section 137 ei0=k 04 Lot 3.2 o \ I NOTES FIELD SURVEY COMPLETED FES. 23,2021 MAP PREPARED MAR. 29,202I \ / I(Dwelling with Public Water 1.THE OWTS SHALL BE MODEL CEN-5 MANUFACTURED BY FUJI CLEAN USA. Record of Revisions ' ' 2.THE DESIGN ENGINEER,FUJI CLEAN USA REPRESENTATIVE,AND SCDHS REVISION DATE ' REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWTS AND SCDHS NOIA#1 cl \\ SEP.07,2021 �xv\ 0` LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. NYSDEC DEC. 20 2021 l0 b�,c� \ GENERAL AMENDMENTS APR.04,2022 Q� 3.THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT GENERAL AMENDMENTS AVG,31 2022 SUPERVISION OF A NORWECO REPRESENTATIVE. .r I \ I I 4.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE ' ` MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES(SCDHS)PRIOR TO m �.'�r 1 i APPROVAL OF THE I/A OWTS REGISTRATION BY THE SCDHS IN ACCORDANCE i (Dwelling) I WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. 30 0 15 _30 60 90 I 0. I Scale: 1" = 30' (Dwelling) I 5.THERE ARE NO PRIVATE WATER SUPPLY WELLS WITHIN 150' OF THE SUBJECT PROPERTY. JOB NO. 2021-0020 DWG. 2021_0020_bp-plotplan 1 OF 3 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72N OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABUSH PROPERTY UNES OR FOR ERECTION OF FENCES.(S)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTFICA71ON INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)do CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York IIg01 tel. 651.727.2505 fax. 631.727.0I44 adman®youngengineering.com Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professlonal Engineer 5WEET AIR VENT GAP MFG BY TUF-TITE FIBERGLASS LOCKING r(3' MIN FROM ANY DOOR OR WINDOW) COVER 3005-RG $ RISER Robert G. Tost, Architect r/ MFG BY POLYLOK Robert 5tromskl, Architect CONNECT 3" PVC VENT LINE RIM=6.2 TO VENT HOLE IN OW5T 4- F MIN. F MIN. 2 TRENCH 6 2 STORY z 4 PVC PIPE HEALTH DEPARTMENT USE MIN. ~-MIN. FRAME HOUSE g a 2.00% MIN. RISERS 4 GONERS 4" PVG PIPE w . WITH SAFETY LIDS ® 1.00% MIN. (3 BEDROOMS) MFG BY TUF-TITE (TYP) GE FIR IEF,LE FFEL=7.1 1 RIM=6.7 BARRIER SLOPE EL=5.7 1 PJAIRJIINE-----P SAND TOP OF PIPE IE=4.q 3 VENT -- - EL=4.5 IE=4.7-U& HOLE IE=4.5 IE=4.4 IE=4.3z PROVIDE GLEAN OUT AT IE=16.30 "-T BOT EL=3.2 FAGS OF BUILDING -42 N SEE DETAIL FOR GEOSYNTHETIG o z OWT5 COMPONENTS 4 DIA. PERFORATED PIPE AGGREGATE HIGHEST EXPECTED GW EL=1.2 � HIGHEST 2' DIA. POLYPROPYLENE GZAVELE55 ABSORPTION EXPECTED SOT=0.2 DISTRIBUTION BOX TRENGH5 (b 5F) GW EL=1.2 12"X12"Xq' LONG r tr6.6Y POLYLOK TOTAL = 46 LF CONCRETE BEAM MPL#5017-C24 OR APPROVED EQUAL N1=6.BY ELJEN CORPORATION (TYP. OF 2) PROVIDE END GAP LEVELING DEVICE NDL#643 OR APPROVED EQUAL 500 GAL. I/A OWT5 MDL#5L-4 MFG BY TUF-TITE OR MDL. GEN-5 MFG. BY FUJIGLEAN USA APPROVED EQUAL FOR ALL DISTRIBUTION OULET PIPES HYDRAULIC PROF I LE SCALE: NTS ENGINEER'S CERTIFICATION BUOYANCY " CALCULATIONS m" 0 ; If a IA OWT5 a 0 ONE (1) OWT5 MDL# GEN-5 MFG. BY FUJI GLEAN USA WEIGH5 3q7 LBS., REPRE5ENTIN6 N THE DOWNWARD FORGE FOR THE STRUCTURE. ^". T THE PROPOSED STRUCTURE WILL BE PARTIALLY SUBMERGED TO A DEPTH OF 1.00' N (1.20 MINU5 0.20). 411 DIA. PERFORATED PIPE of •.,=" t THE VOLUME OF GROUNDWATER DISPLACED BY THE STRUCTURE V = AREA x PERMEABLE BAGKFILL SUBMERGED DEPTH (7AOX4.02)(1.00) = 31.6 OF. GEOSYNTHETIG GEOTEXTILE BARRIER � �6� !CO o AGGREGATE THE WEIGHT OF THE WATER DISPLACED BY THE PARTIALLY SUBMERGED STRUCTURE W HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n = 31.6 OF x 62.4 LB5. PER OF = 1,4154 LB5. THOMAS C.WOLPERT,N.Y.S.P.E.N0.61483 tC�1 ��_.•a ,_:_, ; ,y, DOUGLAS E.ADAMS,N.Y.S.P.E.N0.80897 61 APPLYING A SAFETY FACTOR OF 1.5, THE UPWARD FORGE (BUOYANCY) EXERTED ON THE PARTIALLY 5USMERGED STRUCTURE 15 I,g64 x 1.5 = 2g76 LB5. Z THE DOWNWARD FORGE OF 3q7 L55. 15 LE55 THAN THE UPWARD FORGE (IN(:,LUDING so SAFETY FACTOR OF 1.5) OF 2,0176 L55. AND, THEREFORE, AN ADDITIONAL 2,57q L55. r "' OF DOWNWARD FORGE 15 NEEDED. MAP PREPARED FOR USABLE SOIL DUBON & USE (2) 12"xl2"xq' LONG CONCRETE BEAMS = 16.0 OF (I-60 MIN/INCH STEPHEN G. THE ADDITIONAL DOWNWARD FORGE PROVIDED = 15.0 GF x 150 L55./GF = 2,700 LB5. PERCOLATION RATE) /\ ;M 1 _ ,,: ,•__ I I ___.1 (f.- \\/\ _. \ 4'TO ADJACENT TRENCH JACQUELINE M. DUBON :... I LOT 18 & 19 °FLEET OOD COVE" HIGHEST EXPECTED GW EL=050 at Cutchogue, Town of Southold Suffolk Count New York N FIN. GRADE UNSUITABLE SAND SHALL BE � � ��7\�i� /\\/ Y� C11M REPLACED RATED 411 T S 5W /�//\/�\/�•//j�/��/��//%//%/%/��/ BUILDING PERMIT PLOT PLAN 57AINLE55 STEEL EYE LEACHING TRENCH SHALL SAND MEETING A5 BOLT (TYP. OF 4) BE EXGAVTED DOWN TO SPECIFICATION G35 County Tax Map District 1000 Section 137 Block 04 dot 3.2 o CEN-5 CORROSIVE RESISTANT SAND RATED AT SP OR SW a EPDXY COATED OW75 5TRAPIN6 (TYP. OF 4) FIELD SURVEY COMPLETED FEB.23,2021 ANCHOR EYE BOLT MAP PREPARED MAR.29,2021 (TYP. OF 4) HIGHEST 6RAVELE55 AE35ORPTION TRENCH SECTION Record of Revisions EXPECTED MFG. BY ELJEN CORPORATION MDL#543 SCALE: NTS REVISION DATE GW EL=1.2 OR APPROVED EQUAL SCDHS NOIA#1 SEP.07 2021 NYSDEC DEC.20,2021 .4 GENERAL AMENDMENTS APR 04 2022 GENERAL AMENDMENTS AUG.31.2022 I2"X12"Xq' LONG _ CONCRETE BEAMS w 0 0 END VIEW DETAIL S E P - 6 2022 50ALE: NT5 a Gal SoWTold lows JOB NO.2021-0020 Board of Trustees DWG.2021_0020_bp-plotplan 2 OF 3 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO FASTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABUSH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(A)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AG-NCY AND LENDING INSTITUTION USTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTIUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York IIa01 tel. 651.727.2505 fax. 651.727.0144 odmin®youngengineering.com Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer Robert G. Tost, Architect Robert 5tromskl, Architect METER CONTROL PANEL MOUNTED NOTE: ALL CONDUITS II " BETWEEN PANEL AND INCOMING SERVICE ON 4 x4 PRESSURE TREATED WOOD P05T5 TREATMENT TANK MUST BE HEALTH DEPARTMENT USE ALARM/CONTROL SEALED TO PREVENT GAS DEDICATED PANEL MDL#1041(i72 LEAKAGE INTO PANEL. 15 AMP BREAKER CONTROLLER "A" AIR BLOWER MFG BY 5JE RHOMBUS INSULATED WEATHER FOR WIM COMMUNICATION 120V AG, 10, 60HZ, 15 AMP POWER SUPPLY O rrzNrL05URE E515TANT BLOWER D�IARM/CONTROL #12-2 AWG WITH GND IN I" PVC CONDUIT MAIN PANEL MDL#1045040 SERVICE I CONTROLLER "GI' MFG BY PANEL 5JE RHOMBUS z_ � s HARDWIRE o AIR LINE TO 1� v UJIGLEAN OWTS i FIN. GRADE ELECTRIC SUPPLY GROUND SJE RHOMBUS AIR BLOWER TO BLOWER LLL CONTROL ELEGTRI GAL PANEL SUPPLY TD FUJIGLEAN 0WT5 SPLICE BOX ELECTRICAL ONE-LINE DIAGRAM CONTROL PANEL 4 BLOWER SCALE: NT5 ENGINEER'S CERTIFICATION FUJIGLEAN ,R GEN-SERIES UNIT a 0 0 0 P -1/2' VENTILATION PIPE M SCUM BAFFLE B CHAMBER Volume(gal) (�1 Sedimentation Chamber 277 (`L, ® Anaerobic Filtration Chamber 279 �r!� of -10 -7 -04 © Aerobic Contact Filtration Chamber 127 GLEAN-OUT co 0 t' i ECIRCULATION Q Storage Chamber 63 /f TA,:t o AIR LIFT PUMP U Disinfection Chamber 4 • i © DISINFECTION Total Volume 74) 45° ELBOW HOWARD W.YOUNG,N.Y.S.L.S.N0.45893n kc) F- CYLINDER (OPTIONAL) THOMAS C.WOLPERT,N.Y.S.P.E.NO,61483 4' INLET PI OUTLET PIPE SPECIFICATIONSLENGTH AS DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 REQUIRED �� f. ' 0 A a _ A Anaerobic Media PP/PE Filling Rate 32"/0 4'-0 Board Type Aerobic Media PVC'/PP/PE Filling Rate 16"/G GLEAN-OUT Uri- © Aerobic Media PP/PE Filling Rate 571io FFLUENT Blower 2.8 cfm MAP PREPARED FOR INLET BAFFL ® AIR LIFT PUMP Tank FRP g (� Piping PVC/13P/PE I'll o STEPHEN G. DUBON & Access Covers I Plastic/Cast Iron Disinfectant(Optional) Chlorine Tablets 450 ELBOW JACQUELINE M. DUBON RECIRCULATION PIPE LOW BAFFLE � /2' AIR INTAKE FLOW ❑PENING (TYP, (CLEANING OPENING) B LOT 18 & 19 II FLEETWOOD COVE" PLAN VIEW DOUBLE 450 PIPING at Cutchogue, Town of Southold I 18' MANHOLE (TYP 18' MANHOLE CTYP 24' MANHOLE (TYP DYLINDER (OPTIONAL) �ISINFECTION 4' MANHOLE SCALE: NTS Suffolk County New York N C N N LOW OPENING BUILDING PERMIT PLOT PLAN P-off' 1'-2' OARD TYPE vl �J HWI- CONTACT MEDIA County Tax Map District 1000 Section 137 Block 04 Lot 3.2 a FIELD SURVEY COMPLETED FES. 23,2021 © MAP PREPARED MAR. 29,2021 Record of Revisions 5'-5' O ® 5'-5' ECIRCULATION Fuji Clean USA REVISION DATE ASSEMBLY SCDHS NOIA#1 SEP.07 2021 4'-4 4,-3 O 4'-26' CEN-5 NYSDEC D C. 20,2021 GENERAL AMENDMENTS APR.04 2022 Structural Drawing GENERAL AMENDMENTS AVG.31 2022 O 3 DATE: 1 07/01/2014 SCALE: 1/2"=1" I li,— EROBIC MEDIA w ERATION ASSEMBLY J i U 2C22 SECTION A-A VIEW SECTION B-B VIEW 0 D_ Scale: NTSiTown OB NO. 2021-0020 Board of Trustees J DWG. 2021_0020_bpplotplan 3 OF 3 YOUNG &YOUNG E C E I V E Fa�m ( ) 2303 400 Ostrander Avenue 631) 727- Riverhead, New York 11901 admin@youngengineering.com HOWARD W. YOUNG,Land Surveyor THOMAS C.WOLPERT,Professional Engineer Southold Town DOUGLAS ADAMS,Professional Engineer/Geolo ig_st ROBERT STROMSKL Architect Board of Trustees September 6, 2022 Town of Southold Board of Trustees Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 RE: Single Family Residence STEPHEN DUBON &JACQUELINE DUBON 5605 Stillwater Avenue Lots 18 & 19, "Fleetwood Cove" at Cutchogue, T/O Southold, NY (21-0020) SCTM No.: 1000-137-04-3.2 Dear Members of the Board: Enclosed are the following items: 1. four (4) prints— Building Permit Survey (Sheets 1-3 of 3) last dated August 31, 2022, 2. four (4) copies—Jacqueline & Stephen Dubon letter dated September 2, 2022 regarding their renovation project including the proposed sanitary system and small retaining wall, and 3. four (4) copies—Attachment dated September 6, 2022 indicating the names and local addresses of the nine (9) property owners who share equally in the ownership of the right-of way. Please note that: 1. the plans have been amended to relocate the proposed sanitary leaching trenches away from the high marsh by reducing the length of the northerly Planning Engineering Land Surveying Page 2 of 2 September 6, 2022 leaching trench by 4' and increasing the length of the southerly leaching trench by 4', and 2. the applicants have notified the other eight (8) neighbors, who share in the right-of-way, of their proposed building plans and assuring them that their access to the easement will not be impeded. We understand that submission of these documents enables the Board to complete its review of this application and to issue the requested Wetland Permit. If you have any questions, please contact us. Very truly yours, Thomas C. Wolpert TCW/caw Encl. CC. Mr. Stephen Dubon + encl. + 1 print Jacqueline&Stephen DuBon E C E 5605 Stillwater Avenue 9Mp Cutchogue,N.Y.11935 S E P - 6 2022 September 2,2022 Southold Town Board of Trustees Dear Neighbors, Hope everyone is having a great summer.As you may or may not know we are going through permitting stages in order to do some renovations to our home.As we work closely with the Southold Town Trustees,we are notifying all of a small retaining wall that May or May not have to be installed on our property. It has to do with the new I/A Septic system we are installing to protect the environment.At most it will be 12"-2e inches high and a few feet long.The trustees believed it was on the"Right of Way"for access to the easement/dock at the end of our property that you all own a share of.l explained the ROW is actually located in the middle of the overgrown brush area(see attached Southold Tax Map). We assure you access to the easement will not be impeded and feel free to transverse across our property to take pictures,enjoy a sunrise or launch a kayak the way it's been since the DuBon's owned this property since 1996-Any questions please feel free to stop bye and discuss. Si rely4eline& J ` hen DuBon 1 September 6, 2022 ATTACHMENT TO BOARD OF TRUSTEES APPLICATION prepared for Stephen Dubon & Jacqueline D r'E C E 0 V E at Cutchogue, T/O Southold, New York 9 SCTM # 1000-.137-04-3.2 E2022 Southold Town Board of Trustees List of the Nine (9) Property Owners Who Share Equally in the Ownership of the Right-of Way (SCTM No.: 1000-137-04-1.1) 1. Stephen & Jacqueline Dubon 5605 Stillwater Avenue Cutchogue, NY 11935 2. Allan & Barbara Dworkowitz 4225 Pequash Avenue Cutchogue, NY 11935 3. Irene Magramm 4295 Pequash Avenue Cutchogue, NY 11935 4. John & Mary Anne Cassimatis 5320 Stillwater Avenue Cutchogue, NY 11935 5. Denis & Suzana Lipovac 5220 Stillwater Avenue Cutchogue, NY 11935 Page 2 of 2 September 6, 2022 6. Robert & Patricia Sporing 5050 Stillwater Avenue Cutchogue, NY 11935 7. June Ann Zarzecki 4980 Stillwater Avenue Cutchogue, NY 11935 8. Donna Belvedere 4930 Stillwater Avenue Cutchogue, NY 11935 9. Richard & Maggie Schreiber 4870 Stillwater Avenue Cutchogue, NY 11935 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO IE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR 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 CERTIMTIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM nELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. TEST HOLE N LOT COVERAGE SITIonE DATA 400 Ostrander Avenue, Riverhead, New York IlaOl BY McDonald GeoServices tel. 651.727.2505 fax. 651727.0144 DATE:0112812021 12.45pm EXISTING TOTAL AREA = 11,320 S.F. admin@youngengineering.com EL=4.0 0.0' FRAME HOUSE = 1,118 SF *SUBDIVISION-"FLEETWOOD COVE"FILED IN THE OFFICE OF THE CLERK OF MIXED SAND SHED = 84 SF d LOAM S ""m � DECKS =432 SF SUFFOLK COUNTY ON DULY 01,1938 AS FILE N0.1263. 2.0' _ £ TOTAL * VERTICAL DATUM =NAVD 1988 Howard W. Young, Land 5urve or GRAY CLAYEY � = 1,634 SF ( ) g� y SAND icy ' Thomas G. IN of olpert, Pressional Engineer (SC) E 16.6/D * UPLAND AREA =9,827 SF Dou los E. Adams, Professlonol Engineer GW EL=1.2 WATER IN 2.8' l) �aterl / PROPOSED g g GRAY CLAYEY Qub�Tc FRAME HOUSE = 1,195 5F *SUBJECT PARCEL 15 LOCATED IN ZONE AE(EL-6)-SEE FLOOD INSURANCE Robert 0. Tost, Architect SAND QAs- �y t`n / SHED = 84 SF RATE MAP PANEL NO.36103CO164 H LAST DATED SEPT.25,2009. Robert 5tromski, Architect (SC) evos WATER IN 30 ` �dW / DECKS =449 SF &RAY ORGANIC TOTAL CLAY = 1,728 SF * DEPTH TO GROUNDWATER = 3 FT(OH) a.o' s 17.6/o * NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =3 HEALTH DEPARTMENT USE IN a o N NOG \ * MINIMUM REQUIRED IA OWTS CAPACITY =400 GAL (PT) \ DRAINAGE CALCULATIONS * PROVIDED IA CAPACITY =500 GAL WATER IN 50' GRAVELLE55 A RSORBSORBTION TRENCHES REQUIRED(6 SF) =46 LF GRAYISH `� * GRAVELLE55 ABSORBTION TRENCHES PROVIDED =46 LF BROWN CLAYEY SAND \ ROOF AREA 1 REQUIRED S (C4 60' `� 1,197 SF x 2/12 x 1.0 = 199 CF WATER IN `\ \ PROVIDED BROWN FINE SAND \ USE NEW DW#1: (SP) \ 8' DIA. x 5' DEEP DRYWELL = 211 CF 17.0' HIGHEST EXPECTED GW EL=1.2 i \ \\ \ (Dwelling with Public Water) / PROPOSED 12"TO 24" GRAVELESS \ HIGH LANDSCAPE WALL ABSORPTION . _..._ Right of Way ' TRENCHS(6 SF) \ / TOTAL=46 LF \ 507 W N85°22'00"E- 4.72+ � P � 3.56 70.65' F PROPOSED _v� 5� �<`� � Qh SANITARY �D��c ry , HIGH 0\O \�G SYSTEM MARSH 4.68 AS. 37 a. 2A' 4. ^ % s�10, �_ / _ �P� o IPF / - r c !i +4.01 4.4 4.67 \..t �p ,� �•�9 ,�cj Spe" uil 04 ��4 TREE 4.23�c 4.52 `G `Fj°��O>�� o ��'CX°1 / \� �P 421 `4j ° '� ` r, 16 P LANDWARD LIMIT OF TIDAL ENGINEERS CERTIFICATION V FIRE ` �" 7,08 (�� /� S• \�o" p� j - QJ� WETLANDS AS DELINEATED BY nrN 9un¢g FFL O\ d6 I �, j YOUNG d YOUNG ON 02/23/2021 PROPOSED DRYWELL a2�' LoaQ a�� O�� / ,L'h 01 ' EXISTING SANITARY STRUCTURES �� '( I "EDP op i ° TIE-LINE ALONG APPROXIMATE N / TO BE REMOVED IN ACCORDANCE No1 HWM LOCATED ON 2/23/21 - �' WITH SCDHS STANDARD' �2� 3 82 6" �ti�Q�o ` ��+y�s\'6- v o ©F P�Eb�i O09. - NON-DISTURBAIJCE BUFFER, /CC-0 J Q o \\ ' / \ 0�� p Q \\ '�a j- � PLANTED WITH nATIVE SALT �S5� y s y�00 0� TOLERANT VEGETATION \ 23 LU / . r L ^ x E° S53°00'02"W ; ,\ v fi 1 l �.�! �L _ HOWARD W.YOUNG,N.Y.S.L.S.N0.45893n Y' > IPF t 6A Q Pam+ _ R S / THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 � FIXED DOCK DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 ` 1 G _ Z %�2 V 6 ` o�2 FLOATING DOCK METAL RAMP IL di oi MAP PREPARED FOR & PROPOSED 2nd STORY ADDITION STEPHEN G. DUBON� / I I & ALTERATIONS TO EXISTING I I( J'ACQUEL.INE M. DUBON 1 STORY FRAME HOUSE I Dwelling with Public Water 99es, \ (3 BEDROOM, NO BSMT.) I LOT 18 & 19 "FLEETWOOD COVE" FFEL=7.1 I , at Cutchogue, Town of Southold Suffolk County, New York / I (Dwelling with Public Water) M BUILDING PERMIT PLOT PLAN I \ 137 Block 04 Lot 3.2 County Tax Map District 1000 Section o I NOTES FIELD SURVEY COMPLETED FEB. 23,2021 MAP PREPARED MAR. 29,2021 \ 1.THE OWTS SHALL BE MODEL CEN-5 MANUFACTURED BY FUJI CLEAN USA. Record of Revisions I 2.THE DESIGN ENGINEER,FUJI CLEAN USA REPRESENTATIVE,AND SCDHS\ (Dwelling with Public Water) REVISION DATE REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWTS AND SCDHS NOIA#1 SEP.07,2021 LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. NYSDEC EC. 2Q,2021 GENERAL AMENDMENT _ 2 22 3.THE SYSTEM START UP WILL BE COMPLE D UNDER THE DIRECT DELI RAID T ` T E UG,31 2022 SUPERVISION OF A NORWECO REPRESENTATIVE. \ I 4.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE .� \ MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO ' I I THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES(SCDHS)PRIOR TO APPROVAL OF THE I/A OWTS REGISTRATION BY THE SCDHS IN ACCORDANCE 30 0 15 30 Southold Town 60 90 r / (Dwelling) WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. f `��a� // I I 5.THERE ARE NO PRIVATE WATER SUPPLY WELLS WITHIN 150' OF THE Scale: 1° = 30' Q� (Dwelling) ' SUBJECT PROPERTY. JOB NO.2021-0020 r t I I DWG. 2021_0020_bp_p1otplan 1 OF 3 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO CASTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIONEES OF THE LENDING INSITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS- (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York Ilct01 tel. 631.727.2305 fax. 651.727.0144 adm in®youngengineering.com o 4�t Howard W. Young, Land Surveyor Thomas C. wolpert, Professional Engineer Douglas E. Adams, Professional Engineer SWEET AIR VENT GAP MFG BY TUF-TITE FIBERGLASS LOCKING �(5' MIN FROM ANY DOOR OR WINDOW) COVER 5005-RC, t R15ER Robert G. Tact, Architect MFG BY POLYLOK Robert 5tromski, Architect CONNECT 5" PVC, VENT LINE RIM=6.2 TO VENT HOLE IN OWST q- FMIN. - F MIN. 2 TRENCH- 6 4" PVC PIPE MI". MI"' HEALTH DEPARTMENT USE FRAME :2 STORY H OUSE �P 2.00% MIN. RISERS 8 GONERS 4" PVC PIPE a WITH SAFETY LIDS ® 1.00% MIN. (5 BEDROOMS) ao MFG B BY TUF-TITE (TYP) BARRIER FFEL=7.1 L RIM=6.7 BARRIER 1:5 SLOPE EL=5.7 AIR LINE-----p SAND TOP OF PIPE IE=4.Q 3" VENT -- - EL=4.5 IE=4.7 HOLE IE=4,5 IE=4.4 IE=4.3 /1E •�;:�':•; :*; .;5.:::T;::.;;,: ��:";js3,� ':;;:. °c;� BOT EL=3.2 PROVIDE GLEAN OUT AT IE=15.50 FACE OF BUILDING =4.2 a SEE DETAIL FOR OE05YNTHETIG o z OWTS COMPONENTS 4 DIA. PERFORATED PIPE AGGREGATE HIGHEST EXPECTED GW EL=1.2 � HIGHEST 2' DIA. POLYPROPYLENE 6RAVELE55 ABSORPTION EXPECTED 507=0.2 DISTRIBUTION BOX TRENCH5 (6 5F) GW EL=1.2 12"X12"Xq' LONG MFG.5Y POLYLOK TOTAL = 46 LF CONCRETE BEAM MDL#301 T-G24 OR APPROVED EQUAL MF6.BY EVEN CORPORATION (TYP. OF 2) PROVIDE END GAP LEVELING DEVICE NDL#E343 OR APPROVED EQUAL 500 GAL. I/A OWT5 MDL#5L-4 MFG BY TUF-TITE OR MDL. CEN-5 MFG. BY FUJIGLEAN USA APPROVED EQUAL FOR ALL DISTRIBUTION OULET PIPES HYDRAULIC PROFILE SCALE: NTS ENGINEER'S CERTIFICATION 0 BUOYANCY CALCULATION5 ^ IA OWT5 o ONE (1) OWT5 MDL# GEN-5 MFG. BY FUJI GLEAN USA WEIGHS 5q7 LB5., REPRESENTING NI THE DOWNWARD FORGE FOR THE STRUCTURE. -- -"- THE PROPOSED STRUCTURE WILL BE PARTIALLY SUBMERGED TO A DEPTH OF 1.00' (1.20 MINUS 0.20). 4"DIA. PERFORATED PIPE of PERMEAELE BAGKFILL o THE VOLUME OF GROUNDWATER DISPLACED BY THE STRUCTURE V = AREA x GEOTEXTILE co`� ; N 5UBMERGED DEPTH (7.g0)(4.02)(1.00) = 51.5 CF. 'j i GEDSYNTHETIG BARRIER "- N AGGREGATE i THE WEIGHT OF THE WATER 015PLACED BY THE PARTIALLY SUBMERGED STRUCTURE W (7 �' HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n 41 �: t = 51.5 OF x 62.4 LB5. PER CF = I,5164 LBS. A THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 \\ \\ \\ \\ DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 3 APPLYING A SAFETY FACTOR OF 1.5, THE UPWARD FORGE (BUOYANCY) EXERTED ON THE PARTIALLY 5UBMERGED STRUCTURE 15 I,a64 x 1.5 = 2,ci76 LBS. Z THE DOWNWARD FORGE OF 597 LB5. 15 LESS THAN THE UPWARD FORGE (INCLUDING 60 0 SAFETY FACTOR OF is) OF 2,ci76 L55. AND, THEREFORE, AN ADDITIONAL 2,570i L55. - Cl) �\/ 6" � _- _ 6"5 OF DOWNWARD FORGE 15 NEEDED. /� _- -.-^,�- - - MAP PREPARED FOR USABLE 501E .x ;: \\ \,? , : d STEPHEN G. DUBON �C USE (2) 12"xl2"x9' LONG 6 CONCRETE BEAMS = I6.0 OF (I- 0 MIN/INCH THE ADDITIONAL DOWNWARD FORGE PROVIDED = 15.0 OF x 150 L55./GF = 2,700 LBS. PERCOLATION RATE) z / _:.�, .- �:•;=\/ �/\ _! - i /\ TO ADJACENT /\ L.... .. / TRENCH M. mm4�E� , JACG�VELINE DU�ON Z E I---- i j / HIGHEST EXPECTED LOT 18 & 19 "FLEETWOOD COVE" / __. _ . // Gw EL=o.So at Cutcho ue, Town of Southold Suffolk County, New York N FIN. GRADE UNSUITABLE SAND SHALL BE � �� \ �i /\\/ , M RATED REPLACED S IP S ND BUILDING PERMIT PLOT PLAN STAINLE55 STEEL EYE LEACHING TRENCH SHALL SAND MEETING A5TM BOLT (TYP. OF 4) BE EXGA,/TED DOWN TO SPECIFICATION C33 County Tax Map DIBtFICt 1000 Section 137 Block 04 Lot 3.2 1- CEN-5 CORROSIVE RESISTANT SAND RATED AT 5P OR SW d EPDXY COATED OW75 5TRAPING (TYP. OF 4) FIELD SURVEY COMPLETED FEB. 23,2021 ANCHOR EYE BOLT MAP PREPARED MAR. 29,2021 (TYP. of 4) fff HIGHEST GRAI/ELE55 ABSORPTION TRENCH SECTION Record of Revisions EXPECTED MFG. BY ELJEN CORPORATION MDL#545 SCALE: NTS REVISION DATE GW EL=1.2 OR APPROVED EQUAL SCDHS NOIA#1 SEP,07 2021 NYSDEC D C. 20,2021 AMENDMENTSGENERAL APR 4 2022 IMENDMENTS AUG. 1 2022 12"X12"X01' LONG f .a CONCRETE BEAMS a 0 4- m END VIEW DETA I L 0 SCALE: NT5 Southold Town 0 ?a, TS�tees a JOB NO. 2021-0020 DWG. 2021_0020_bp-plotplan 2 OF 3 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW,(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARENnT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York I1a01 tel. 651.72-i.2305 fax. 651.72?.0144 odmin(ayoungengineering.com Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer Robert G. Tost, Architect Robert 5tromski, Architect METER CONTROL PANEL MOUNTED NOTE: ALL CONDUITS INCOMING SERVICE N 4"x4" PRESSURE BETWEEN PANEL AND TREATED WOOD POSTS TREATMENT TANK MUST BE HEALTH DEPARTMENT USE ALARM/CONTROL SEALED TO PREVENT GAS DEDICATED PANEL MDL#1041ci72 LEAKAGE INTO PANEL. 15 AMP BREAKER CONTROLLER "AI, AIR BLOWER MPG BY 5JE RHOMBUS INSULATED WEATHER FOR WIFI COMMUNICATION 120V AC, 10, 60HZ, 15 AMP POWER SUPPLYE515TANT BLOW)=R DEVICE; ENCLOSURE USE ALARM/CONTROL MAIN #12-2 AW6 WITH 6ND IN I PVG CONDUIT PANEL MDL#1045040 SERVICE CONTROLLER "C" MF6 BY PANEL 5JE RHOMBUS z i � I HARDWIRE AIR LINE TO - L UJI01-17AN OWT5 j FIN. GRADE ELECTRIC SUPPLY GROUND SJE RHOMBUS AIR BLOWER TO BLOWER SUPPLY CONTROL ELEG _ PANEL SUPPLY TO FUJIGLEAN OWT5 5PLIGE BOX ELECTRICAL ONE—LINE DIAGRAM CONTROL PANEL 4 BLOWER 5GA_E: NT5 $ ENGINEER'S CERTIFICATION FUJIGLEAN GEN-5ERIE5 UNIT 0 0 0 0 0 i -1/2' VENTILATION PIPE CHAMBER Volume(ga) G( SCUM BAFFLE B ( Sedimentation Chamber 277 r . 0 -104 Q Anaerobic Filtration Chamber 278 ❑ fry YrJ._ �•} -101 -� -o Q3 Aerobic Contact Filtration Chamber 127 GLEAN-OUT r' i ECIRCULATION Q Storage Chamber 63 0 AIR LIFT PUMP © Disinfection Chamber 4 i Q DISINFECTION Total Volume 749 45° ELBOW HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n CYLINDER (OPTIONAL) �\ �1 THOMAS I C.WOLPERT,N.Y.S.P.E.N0.61483 J 4' INLET PIPE OUTLET PIPE LENGTH AS DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 3 O SPECIFICATIONS REQUIRED A A -\ a Anaerobic Media PP/PE Filling Rate 32G/ GLEAN-OUT — 4'-0C1 x I I Board Type Aerobic Media PVC/PP/PE Filling Rate 160N --- • © Aerobic Media PP/PE Filling Rate 5714 '—EFFLUENT Blower 2.8 c1m ❑ MAP PREPARED FOR © AIR LIFT PUMP Tank FRP INLET BAFF Q3 Piping PVC/PP/PE STEPHEN G. WBON & Access Covers Plastic/Cast Iron Disinfectant(Optional) Chlorine Tablets 45° ELBOW JACQUELINE M. DUBON RECIRCULATION PIPE LOW BAFFLE /2' AIR INTAKE FLOW OPENING CTYP. (CLEANING ❑PENING) B LOT 18 & 19 "FLEETWOOD COVE" N PLAN VIEW DOUBLE 450 PIPING at Cutchogue, Town of Southold I 18' MANHOLE CTYP 4' MANHOLE 18' MANHOLE CTYP 24' MANHOLE (TYP DISINFECTION SCALE: NT5 N CYLINDER (OPTIONAL) Suffolk County, New York N LOW OPENING M BUILDING PERMIT PLOT PLAN a' 1'-0 1'-2• OARD TYPE HWL� WWI. CONTACT MEDIA L t r _— County Tax Map District lOOO Section 137 Block 04 Lot 3.2 r a FIELD SURVEY COMPLETED FEB. 23,2021 © MAP PREPARED MAR. 29,2021 Record of Revisions 5'-5' ® 5'-5' ® i-RECIRCULATION Fuji Clean USA REVISION DATE ASSEMBLY SCDHS NOIA#1 SEP.07.2021 4'-3�' 4'-26' CEN-5 NYSD C DEC. 20,2021 GENERAL AMENDMENTS APR 04 2022 Structural Drawing GENERAL AMENDMENTS 1 2022 Q3 3 DATE: 1 07/01/2014 SCALE: 1/2"=1" EROBIC MEDIA a _ ERATION ASSEMBLY DO SECTION A-A VIEW SECTION B-B VIEW s rid Town � pp h� CQIe:EI>J c�Trustees 0 a JOB NO. 2021-0020 DWG. 2021_0020_bp_piotplan 3 OF 3 Cantrell, Elizabeth From: Tom Wolpert <TCW@youngengineering.com> Sent: Wednesday,August 3, 2022 3:00 PM To: Cantrell, Elizabeth Subject: Stephen &Jacqueline Dubon at Cutchogue,T/O Southold, NY- Stake Locations for Trustees Inspection Attachments: SKM_C25822080314430.pdf Elizabeth, Attached is a copy of our field sketch depicting the locations of stakes set,for your use. Tom Tom Wolpert Young&Young 400 Ostrander Avenue Riverhead,NY 11901 631.727.2303 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i 4.72 + �� g � 3.56 N850 VU•_C , 40 MF o�' PROPOSED �� 4.68 �$0 4. -� -1 SANITARY 1& 37 ;— SYSTEM g�. ' p> IPF 4.41 P �— ` + �� p�ti r Gj 'i + 4.01 \\. TREE i , ►1 p '� ADO v 0 i fl" (� + .r'p FIRE . f, ♦' •-1 FFL �►'� r` �\ ''` 4 PIT 0 R wo vo N -- 3.82 K'b Ile 5'�� -�� S�' �• {01 FIXED DOCK J METAL RAMP Glenn(=oldsmith, President y` im, Town Hall Annex A.Nicholas Krupski,Vice Presidents 54375 Route 25 Eric Sepenoski ZeP.O. Box 1179 Liz Gillooly � Southold,NY 11971 Elizabeth Peeples " " Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: '` Completed in field by: Young & Young on behalf of STEPHEN & JACQUELINE DUBON requests a Wetland Permit for the existing 1,118sq.ft. one-story dwelling and for the demolition and removal of certain existing structures (project meets Town Code definition of demolition), within and outside of the existing dwelling to facilitate construction of the proposed additions and alterations consisting of a proposed 45sq.ft. addition to northeast corner, and a 90sq.ft. addition to southeast corner for a 1,195sq.ft. total footprint after additions; construct a 1,195sq.ft. second story addition; a 70sq.ft. second story balcony; replace and expand existing easterly deck with a 320sq.ft. deck with 69sq.ft. of deck stairs to ground; replace and expand existing porch with a 40sq.ft. porch and 20sq.ft. porch stairs to ground; install one (1) new drywell for roof runoff; abandon two (2) existing cesspools and install a new IA/OWTS system consisting of one (1) 500 gallon treatment unit and 46 linear feet of graveless absorption trenches and for the existing 84sq.ft. shed. Located: 5605 Stillwater Avenue, Cutchogue. SCTM# 1000-137-4-3.2 Ty%eof area to be impacted: altwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: 4hapt.275 Chapt. 111 other Type of Application: / Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: , M Present Were: G. Goldsmith ✓ N. Irupski E. Sepenoski L. Gillooly 'y/E. Peeples - M C H. Desl n Services Mam"'chdesignservices com phone: (631)298-2250 email: ❑ michael@mchdesignservices.wm 9 -M11 J.L I I IILi❑ ❑ ❑ cn 9 1 -11 1.1 1 1 11----Jl N M111111111 O ❑ ❑ () W O OJ w � PROPOSED SOUTH ELEVATION rh SCALE: 1/8" = V-0" z ® � - c) PCI _ ;J �D IIIIIIIIII Hill Q 4 _ I ❑ +1 DRAWN BY: MH ' N — I I I I I I I I I if I III,Y,11 n I I 17/10/2022 SCALE: SEE PLAN �OV NEw D EFR�Y�'A o� If III III ISHEET NO. all LU w n L ly U t'1 E NCO 0 5 PROPOSED EAST ELEVATION D ARS SCALE: 1/8" = V-0" Southoid Town Board of Trustees _______________________ M C H Des! n Services wsw�mchdesignservi ces.com phone: (631)295-2250 email: michael@mchdesignservices.com roHillBO B O /� W F� W — — — W O w ECEF9E A � z PROPOSED NORTH ELEVATION Southold Town V) z a C�7 SCALE. 1/8 - 1-0 Board of Trustees Z O ►--i O E--i - 0 p4 rA x - - - - - - - - - - - - - - - - }=, A o H U) V Q 0 0 DRAWN BY: MH 7/10/2022 SCALE: SEE PLAN 4 O OF NE 1/ Utz O A 4 SHEET NO: W PROPOSED WEST ELEVATION 725 SCALE: 1/8" = V-0" Ro o P' A-2 r I M C H Desi n Services www.mchdesig nservioes.com phone: (631)298-2250 email: michael@mchdesignservices.com 26'-8" m V l Z 0_ N • � UZ O EXISTING DECK EXISTING LIVING/DINING ROOM z w ' I- W _____ EXISTING tO f /1 Ell EXISTING KITCHEN BEDROOM �/ / 1�y 1 [•, O " v to EXIST.STORAGE/ O O MECHANICAL O VJ ROOM L V � Ln U EXISTING BEDROOM EXISTING BEDROOM .OM EXISTING ENTRY No.2 DRAWN BY: MH EXISTING PORCH 7/10/2022 6'-0" 26'-B" SCALE: SEE PLAN EXISTING FLOOR PLAN ® E C E U v E FNEV►iy SCALE. 1/8 - 1 0 JUL 2 2 2022 J E<R�o�� SHEET NO: r Q= Southold Town Board of Trustees 2��0 o A-3 ARp 10,P F M C H Desicin Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com 16'-0" 6" �^^------- -'---------- - B l/)l, Q I - CDNC.PIER u I fl �, pD EXISTING DECK STRUCNRE MIN.3'BE CTU GRADE a 1 TO BEMBaCK/REMOVED i+I I I�i�i po �II RE STRURE AS REQUIRED I0 iD 1311x6acq Yd REBdR 9 1?g }X6 PCB 916'OC p12bC at 1 q'�� liiii (TIP) 1 L 1 w 7 o I I��iiG V I�-�I O A CONIC.PIER C MIN, 3'BELOW I,�" _1X6 PI(116'OC a GRAOE{MI C W < I 1�� MATCH FINISHED EXISTING 91 CJ 1 F00 HEIGHT(VIF (ADIUSTIN FIELD •- -- OUTDOOR O SHIHOWEOWER 7'-$" $'-4" TKO 16X16 CONIC PIER.REINFORCE W/(9)p4 VERL REBAR (3HOR,,3VERT.)W/STRRUPS 6"OC ON 5'XS'%1'FOOTING REINFORCED w/ EXISTING ICE (5)35 REBAR EACH WAY '/ ACCESS O Cn EXISTING STRURE Y CTU TO BE D BUILT MDRU O E-BUILTILT EXISTING CRAWLSPACE 1L^ GENERN-CONiMLTOHTOINSPECT j _r _ CONDITION OFEXISTINGFOUNDATION _ U WALLS AND FIOOR STRUCTURE. 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AND CONTACT LRE.W CONDITIONS AT FOOTINGS, ��y Q CONTACT P.E.WRH ANY[ONCERNS D {Un F1016bC JUL 2 2 2022 '-------------- • DRAWN BY: MH Southold Town ! _________________ "REBAR 1 _ ®u"OC 12"dia.PIERW/ 1 Board of Trustees (TYP) 1 <u 1'X2X1'POWNG @�i 3'BEIO-GRADE 1 �p //.F 0/2022 • i / 1 LL ;o_;'=_3xaneaclasEd_3Ei° ; $'$„ 10 " SCALE: SEE PLAN p NEW Y B �P�� p✓ER�oO�'r rt^ - SHEET NO: PROPOSED FOUNDATION PLAN SCALE: 1/8" = 11-011 �Fa 0 25 2 �`' AR�F -SS\ A-4 M C H Desi n Services . www.mchdesignservioes.com 16'-0" phone: (631)298-2250 10'-0" 6'-0"ADDITION ADDITION EXISTING B email: michael@mchdesignservices.com 4- 4'-OD ,BALCONYCANITLEVERABOVE (PROVIDE GELLING,DRAINAGE) HP310410 EXISTNG EXISTING (2)WOHOR (2)1-3/4X31-1/4MLHDR (])1-3/4X31-1/4MLH0R i 'i z I T I O DECK; I �I k O EXISTING DECK TO BE COMPLETLY REMOVED I z N REBUILDENTIREOECK O It s f 0 � EXISTING LIVING/DINING A W 14°T1136OVICO—1 N116°OC i BUIIDFLGORUPTO ECIO}iG II q '' MATCH HOUSEAUC / O bSREQUIRED - A HSS 6x:3uua (s)z%a oral TUBE STEEL �I POSi !1 9 L �•,, _ COLUMN _-_-_-__-4._._._._._._.—. 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' �, Fo 07 �2 A �, .I I M C H Desi n Services W"W.mchdesignservices.com phone: (631)298-2250 B email: S2,$„ michael@mchdesignservices.com 8'.6" TW2104163 DHT1817 TW21041Q3 EGRESS MWE EGRESS (� (3)1.3/4X7-1/4 ML HDR (3)1-3/4X7-1/4 ML HOR V If m ® ® � O PROPOSED BEDROOM rT, 4 m No.2 MASTER BEDROOM o ® � h 'Y P4 W [ HEDICEIUNG O LC(NY in ,_3Y„ ® ry W o in rl � ._ _a________ 5, i, ER7-6. N 3 6Y 6 1"1 BUIID WALLUP TO ROOF OF LINEN 3 2i'6. T3)]Xe MDR (3)zXBHDR ' BATH s _______________v d h m n 7-4Y" 3'-9" ollPuumwNl O ao ,y WALK-IN `�.. STAIR HALL •�IAfTIC6TP�Rl Ol L"' aa "� W •�o CLOSET � 4 r I I 11 m in I 1 v l •/ F./ ' (2)1.3/4X7.1/4 MLw/W'MEL ��——�� 1/�1• 11:tree a O ' 24' 3 LINGpq ' O 4,_7" :H mW 0 U _ Ao MASTER 01 BATH OPEN x LO V O BELOW � �2 � Dl U m LOFT — O � � (3)2X8 IDR (3)2XBHDR (3)2X8 HDR (3)2MHDR TW2636 7EMPEREC I N2636 N72636 TW2MG DME17 MOW 7'-8" '-8' 6'-8" 3'-0" DRAWN BY: MH 7/10/2022 SCALE: SEE PLAN PROPOSED 2ND. FLOOR PLAN ® E C E V E NEW SCALE: 1/8" = 1'-0° CD D R yO,p JUL 2 2 2022 �� ~'% °s SHEET NO: Southold Town y - -'- Board of Trustees �oA o�250' A-6 R��ssk M C H Desl n Services www mchdesignservices.com phone: _ (631)298-2250 B email: michael@mchdesignservices.com I r--————— ——————————————— ——————————————————————-i v , _yl I Z II I II I I I — IYinx�^rafE�OC I O II II V I II ram A �y3 V 1'�'�I O I � � > !K, � w L ————— I I I H rr1 ------- — — ------- — Ir____——__—_-r —_ _ I I II II L II I' w II II II II 1�= 13/011-7/8 ML RIDGE I, , G�J O H O PQ VJ I I I II I V) VII I , II II � V ,I II I I I I @ib'oc I I -------------------' --------- ------- ------ DRAWN BY: MH 7/10/2022 B SCALE: SEE PLAN F N E Ili� p JUL 2 2 2022 �P��`�' oEER�os,p�r SHEET NO: PROPOSED ROOF PLAN SCALE: 1/811 = 1'-0" w Southold Town w Board of Trustees �O 072 �� A-7 A��FESSI' P� M C H Desi n Services - - www.mchdesignservices.com phone: 1-3/4X11-7/8 (631)298-2250 MLRIDGE email: RAISE CHIMNEY AS RECL michael@mchdesignservlces.com LAYOVER MIN.V ABOVE RIDGE OG ROOF @1�O P� V� Z i n u u n u n n n u u u O 2X10 DF 2 i n u u u n n u u u @l r—, CATH'DRAL OILING ii RR WOC i� �i i� �i i n u n u u u n u u n u i u u u u u i u u n u u r�1 i u u n u u u u u u u u O 2X8 DF#2 C1 @16"OC V w w w � � J w Z 3'h RAILING BO MASTER BEDROOM BEDROOM No.2 w 3 4"SUBFLOOR 5 4 DECKING - - Z O O DBL 2X10 ACQ @16"OC 14"TJI360 WOOD-1 FJ @16"OC (2)1-3/4X14 14"TJ1360 WOOD-1 FJ @16"OC PROVIDE BLOCKING ML FLUSH SPA BETWEEN JOISTS Ln F-1 1 . 1 1E1 +I o U.,00 n 64DECKING REPLACE EXISTINGDECKIN LIVING/DINING _ - 2X6 ACQ 16"OC (3)2X8 ACQ GIRDER 2X6 DF#2 FJ @16'OC EXISTING FLOOR SYSTEM — — — 0 4 o C 8"CONC.BLK.WALL O 14"dia.CONC. DAMPPROOF EXT. EXISTING EXISTING DRAWN BY: MH PIER Q 0 - 2"CONC.SLAB 16"X8"CONC.FTG. (2)#4 REBAR 7 10 2022 A CROSS SECTION A SCALE: SEE PLAN 4 8 SCALE: 3/16" = 1'-0" D f� ''F DNEW y �Q- J EER a * , , A. SHEET NO: JUL 2 2 2022 w z Southold Town ��a o7 z �� Q Board of Trustees ARoFEss P� A-8 M C H Desl n Services www.mchdesjgnservices.com phone: (631)298-2250 email: michael@mchdesignservices.com 1-3/4X11-7/8 ML RIDGE 1-3/4X11-7/8 ML RIDGE rr ^^ v 11 2X6 16"OC 2X10 RR z @16"OC 12 6 1 OFp1�A _ xp0F,q 2 2 VAL Y 'L 43 zRR@1.. 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NAIL- NAIL' BUILDING USE' RESIDENTIAL DWELLING Act (7 u JOINT DESCRIPTION NOTES M U n When a collar tie Is used in feu of a ridge strop,the number of lOd common nails required QTY. SPACING � (SEE PLANS) CONSTRUCTION NOTES- In each end of the collar tie need not exceed the tabulated number of 8d nails In the strap. RAFTER TO 8'WALL -Bd COMMON EACH: TOE-NAIL BUILDING HEIGHT SEE PLANS D e sl TOP PLATE WWALL:4-8d'COMMO RAFTER TOTAL SQ.FT.OF CONSTRUCTION ( ) BB sR.�ices 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING 10157 "8'WALL-3-Bd COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE Intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE' 10'WALL•4-8d COMMON JOIST TOE-NAIL AS PER FLOOR PLANS.CROSS SECTION,DETAILS.AND GENERAL NOTES for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters FRAMING ELEMENTS SlWw.mchdesIcroservices.eom State building codes.The General Contractor is responsible for providing standard or trusses(hall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN WE LOAD(PSq W015 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURALMEMBERS 1301.1 phone: construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake ride of the building PARALLEL RAFTER WFCM-SBC LAP NAIL UNINHABITABLE ATTICS MO STORAGE)10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH LAUD (631)298-2250 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE'3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(UGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILIN(S) OVER PARTITION WFCM-SEC LAP NAIL HABITABLE ATTICS AND INTERIOR NGHT FRAME)WOOD WAILS 10 INTERIOR WAILS AND PARTRIONf H/I80 emall: 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: 30 mlchael®mchdasignservices.wm meets ours federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a Floor level shall be attached with uplift connections In COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR NGHT FRAME)STEEL WALLS 5 FLOORS U360 P TO RAFTER WFCM-SEC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(e'THICK) 80 CEILINGS(PLATTER,STUCCO) L1360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall In line with studs below,the FIRE ESCAPES 40 CEILINGS(GYPSUM) VZM should be adhered to even if in variance with the plan. studs shall be attached to a common member In the floor assembly with uplift connectors in BLOCKING EACH TOE SipWACONCRETEWALLS Bs'THICK) B5 2-Ed COMMON GUARDS AND HANDRAILS 200 SIP WALLS )O ALL OTHER STRUCTURAL MEMBER( V240 accordance with table 3.3. TO RAFTER END NAIL GUARD IN-FILL COMPONENTS so EXTERIOR WALLS(PIASTER.STUCCO) H/360 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END VEHICLE GARAGES(R3o1.5)PER 20 SQ.IN.x000lbr (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL PASSANGE0.VEHICLES so EXTERIOR WALLS(BRfrfIF FINISHES) H/240 First wall study shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) MA20 4).The designer has not been engaged for construction supervision and assumes no connecton.Steel straps shall have a minimum embedment of 7Inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) LAW responsibility for construction coordinating with these plans.nor responsibility for foundation and slab-an-grade,15 inches In masonry block foundations,or lapped under STAIRS ao construction means,methods,techniques,sequences,or procedures,or for safety the Plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and program(in connection with the work.There are no warranties fora bottom plate.3 inch square washes(hall be used with the anchor bolts.Anchor bolt TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing. 2-16d COMM011 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE fi GENERAL NOTE PAGE INTERSECTIONS 4-16d COMMO EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24' FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE - or exceeds manufactures specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMO •O.C. NAIL Sym.: attached with 8d common nails at 6'D.C.at the panel edges and 12'o in the field,and FIRE PROTECTION SMOKE ALMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7).The General Contractor Is to consult with the Owner for all built-in Items 12 gypsum rum wallboard on the Interior attached with 5d cooler nails at 7 Ibd COMMON SMOKE&CO2 DETECTORS'o.c at panel HEADER TO 16'O.C. FACE CARBONAR MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases,shelving,pantry,closets.osets,trims,etc edge(and 108 o.c.In the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL In table 3.ISa-b.-b. TOP OR BOTTOM 2-I64 COMMOI, PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken Into account during construction. PLATE TO STUD 3-1 Ed COMNIOI, PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 v 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior sheanvalls'halI 3.16. END JOIST OR BLOCKING FOOT meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST. 2-16dCOMMO PER FACE NAIL CLIMATIC &GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table Z SEE NOTE:1,2 i).The General Contractor and Mason to review plans.elevations,details and notes to GROUND WIND SEISMIC FROST �WINTEJU.ICESHIELD FLOOD determine intended heights of finished Floor(s)above typical grade. 7),INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING'' SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGNDERIAYMENT HAZARDS O Allowable sidewall lengths provided In table 3.14 shall be permitted to be Increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED . 2).All footings to rest on undisturbed(virgin)soil. interior shearwails are used.Sheathing and connections shall be In accordance with JOINT DESCRIPTION NAIL NAIL NOTES MODERATEEA SLIGHT TO 2.4.4.2 and 2.2.4 Ter ectively. QTY- SPACING 20 PSF 130 B SEVERE 3 Ff. 77 NONE - L P TO HW MODERATE r 3).Provide 1/2'expansion Joint material between concrete slabs and abutting JOIST TO: � PER TOE 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-Ed COMMONROOF SHEATHING REQUIREMENTS FOR WIND LOADS' concrete or masonry wally occvring in exterior or unheated Interior areas. SILL.TOP PLATE OR GIRDER. JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall . 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE W with table 3.5.Window rill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be Installed with B5 re-bar,18'long at 12'o.e.Use approved epoxy for Installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD V BLOCKING EACH TOE O 5).Unless otherwise noted.all slabs on ode to be 3000 s.(..Concrete to be 2-8d COMMON4'PERIMETER EDGE ZONE Bd COMMON®6'O. Ed COMMON®6'O.C. TEE NOTES:1,3 Sr es 'TO JOIST END' NAIL W z W poured on 4 Inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9)-CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1(BOTH FIELDS) Where a ridge is to be used as a structural beam.the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 0 6-O. Bd COMMON p I2'O.C. r5-I to be minimum 3.12 inch thick.All fill to be compacted to 950%relative density with g 3.16d COMMO NOTE:2 FOR PANEL FIELD W 6'maximum lifts(layer). anchored on top of the beam or slope connector shall be attached to each rafter-to-ridge SILL'OR,TOPPIAYE BLOCK NAIL along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 0 4'O. Bd COMMON®4'O.C. SEE NOTES:1.3 tt 6),Crawl spaces to be provided with a minimum I8'x24'access opening.Install one attached with the above requirements. 3-I6d COMMON8. J ; W 8x16 cast iron foundation vent for every 150 sq.ft.of area. TO BEAM' JOIST NAIL NOTES !� z JOIST ON LEDGER PER TOE 7).Dam roof exterior of foundation with bituminous coating as required b current DECK AND COVERED PORCH NOTES: 3-ea COMMON .JOIST NAIL ` W PP g q y TO BEAM., THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted.all framing material to be MI ACQ pressure treated lumber. .BAND JOIST PER END 'H the below grade portion of exterior walls prior to backfillin. All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMO 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak. f�sJt 8 P P 8 8 8 TO JOIST •101Si NAIL "�J BAND JOIST TO: _ PER TOE NAIL the 4 loot perimeter edge zone attachments required shall be used. FJ d O 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck Joists to be bolted to each post with washers and nuts. 2-16d COMMO F----II Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE ' FOOT SEE NOTE:1 FRAMING NOTES Into concrete with a minimum 12"dia x T long anchor bolt with washers and nuts. 2).Tabulated a inch with nail spacing0.49.assumes shealhing attached b rafter e truss framing members with G>0.49: v ) O ri For framing members with<0.42<G<0.49.the roll spacing shall be reduced to 6lndles o.c. � � i).All framing techniques and methods as prescriptive design of current SEC High Wind 3).Posts supporting girders shall be anchored to a 12x12k12'thick concrete footing. JOINT DESCRIPTION NAIL .- NAIL 3ati TFa-r Edition Wood Framing Construction Manual. Use a minimum 12'dia x 8'long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY• SPACING 3).Tabulated 4 inch D.C.nail spacing assumes Sheathing tq rafter/truss framing members with G>0.49.For below grade.Porches with covered roofs shall have 12'dia.concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 Inches o.c g P SI SfRUGTURAL PANEL Bd 2).Unless otherwise noted.all framing and structural wood material to be N2+BTR. WFCM-SEC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 0 Lf1 Douglas Fir. 4).Deck Joists to have blocking at B'0 o.c.. t7 CEiLING'SHEATH ING: NAIL NAIL SPACING AT INTERMEDIATE � 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted SHEATHING LOCATION NOTES 5).A minimum of 101nch flashing shall be Installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 11') otherwise. JOINT DESCRIPTION SEE NOTES:1,3(BOTH FIELDS) Ledger e be fastened to building with 12-dia.bolts with washer and nuts QTY. SPACING 4'EDGE ZONE Bd COMMON @ 6'O. Bd COMMON @ 12-O.C. NOTE:2 FOR PANEL FIELD Q where needed. GYPSUM T O.C.EDGE Be Unless otherwise noted,all bearing wall header to le (2)2x10 M2 e BTR.Doug.Fir. Sd COOLERS INTERIOR ZONE 8d COMMON 6.0. 8d COMMON 12'O.C. SEE NOTE:3 Bearing wall headers to have e(jack studs and (full length studs on each ride of all WALLBOARD. 10'O.0.FIELD 8 0 6).Concrete piers shall be a minimum 6'above grade. Q openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES openings.gearing wall window sills shall also have(2)window sill plates for 2x4 wall 7),All joists to be supported with hangers and anchors.Each Joist shall also be anchored - openings between Vi and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire NAIL. NAIL to girder(,). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. � QTY. SPACING 5).All Bush beams/headers to be Installed with heavy duty galvin)zed hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall PANELS Ed COMMONWFCM-SEC anchors where applicable to all connecting joists. PLUMBING NOTES be used. 7/16'OSB 3'O.C.EDGE bd COMMO 6).Double up floor Joists under walls that run parallel to the floor joist and under bathtu s.1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6'O.C.FIELD G Tabulated 12 Inch meo.c nail spacing assumes sheathing attached ha stud reduced members with Floors to have ceramic the installed shall be verified for proper load opacity unless noted Construction Code. GYPSUM T O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS )0'O.0.FIELD 7).Provide 2-1.3/4'thick mluolarrs(height to match floor joists)around stairwell and/r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvintzed box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted(typical). FLOOR SHEATHING' 3).If wall studs.plates or Joists are cut out during Installation for any plumbing related work. NAIL NAIL 8).Dormer running up roof Taken are to be supported by double rafters on either fide provide adequate bracing and plate(to protect and secure the structure.Verify with the JOINT DESCRIPTION 1).PROVIDE SIr ME SHEETROCK n0.E frOPPING AT 1a0 MAXIMUM DISTANCE FOR.NON ACCEDBLE ARFAf. ry QTY. SPACING 2).USE SIMPSON MANGERS AND ANCHORS WITH 2.Mx TRIFPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture'!recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6'O.C.EDGE EGRESS OPENWGf MIN.5.0'Q GMDE FLOOR 3).INSTALL I-CR2 DETECTOR W ADDr10N TO RAOM ALARMS PER FLOOR. HVAC SYSTEM NOTES 1'OR LESS Ed coMMo 12'O.C.FIELD (5.7 SO.FT.2ND.FLOOR) 9).Provide bloddng(bridging In Floor joists at 8'0 o.c..Use solid blocking In floor joists MIN.a4•SILL-Ass under all bearing walls. NYf ReddenN4 CPM 0.302.11-fIREBI of REQUIRED 1).Mechanical is adhearing to all applicable codes and Safety NOTES: r WorEb,Y av9be proNded so al OHWlrorx<.Ied dew operdn2,(boN vertu)WhorizonlW) requirements. NOTE: wRdorunz�+n fa.�lwo-nddm,cacao-a•mecamwlm, ro sRilwP.mEi«.�w,°e roosrwa. IO).Provide Insulation baffles at eave vents between rafter.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTORTO PROVIDE SOILTEST TO VERIFY P needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 30000 CAPACITY. n.mmmeW d apxn or,W ev'era p.r,ftnI.Hsn,mr,s rvmed,w«,.M Ire amlq and moor equipment fu tier. Ievtl,.[o„r,)ed rnd+aNd nared,p,r•,m.n Ww a IhebbdH•16ne,va nRL exrseAnE 10 � 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2'thick 4-ply Fir pp 1).Nailingrequirements are based on wall sheathingf+u.B+m or bunkelr Rf mLNnl aBlur fiber rA+R b,llamed a,OreblorAin3ln w•Ib mmrvuned CDX exterior sheathing grade plywood.Plywood to cover Over plates and headers. ) Bq vnn3wrnd ro«daws o.a,esrmd,h.d,. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6'on-center at the panel edge.Ilwall sheathing SOIL COMPACTION: Contractor and Owner for final review and approval. is nailed 3'on-center at the panel edge to obtain higher U•NEWMLLTO9EOEANOFORGANIG MATERW.CONTRACTOR 2).Ar dl h4.eov,e¢buMwen ronaealed uerclmLM MAmnnl spans,uq,00ran.e mrfie,. 12).Unless otherwise noted use 3/4'thick T&G PTS Fir or Advantech plywood subfloor TOVENFY DURING SOILCONDmONS PRIORTO FILL emP seohu,.na soee Qlnnp, P YN' shear opacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL RUM NEEDED. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled.or alternate connectors. 3).1.swxx,led,P+eer lm naau,mnpN,s v,e rapam bonom ofsK mn EMoud spun DRAWN BY:MH Over tubfloof at per manufacture's instructions. 2).COMP ACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR uMn,raN-11-11,_h-N.Y.S.RUUensul Cade. ' 1).All electrical to be Installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. 004"(PER ASTM D698 AND AfTM D 1557).COMPACT THE _ 13).All bathroom wails to have 12'thick moisture-resistant theetrork Garage walls and SO.AT Ir LIFTS"CAL).CONnACTORTO HAVE FILL 4).Ar o,e vN dv viva•ad am M,mlr,3 w fur I«as.mreap m.rm pampa ceilings and over furnace to have w thick ryperx sheevock eet other parts or building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTEDBYAmOFFESIONALAGENCY FOR COMPACTION. B+me,M pm6um of canbuabrt 7/10/2022 to have regular 1/2'sheetrock.All walls to be taped and finished. memben.the tabulated number o!nails shall be permitted 3),DO NOT BACKnaU FIRST FLOOR DECK CONSTRUCTION. 5).ins Me_Wo goidamrry,W me to be reduced tot-16d nail per foot. INCLUDING 3UBROOR.IS COMPLETE. 3).NI electrical work to comply with 2014 NEC. 2 SCALE:SEE PLAN approved All roof with a pitch less than a ap shall be Installed with an Ice sh a Water barrier or ® I1�5 approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout of per section R314 torch down type material over. and R315 of IRC. SHEET NO: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to ExiERl00.FIBERGUSf COLUMNS TO BE H 6 be installed with a foam sill gasket and cop-r-tex termite Shield or approved equal. oRAPPRovEo EquAl INSTALL WRH uP AND EASEL UfE Wr11 itASHW G[ADS TO COVER TOD JUL 2 L 1 2O'J/(� A-10 0--thold Town Board of Trustees (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDU':.,TION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIT E COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITLTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FRDM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. TEST HOLE N LOT COVERAGE SITE DATA 400 Ostrander Avenue, Riverhead, New York IIci01 BY McDonald GeoServices F-4-w" tel. 651.727.2505 fax. 651.727.0144 DATE:01/28/2021 12.45pm EXISTING TOTAL AREA = 11,320 S.F. adman®youngengineering.com EL=4.0 0.0' FRAME HOUSE = 1,118 SF *MIXED SAND SHED = 84 SF SUBDIVISION-"FLEETWOOD COVE" FILED IN THE OFFICE OF THE CLERK OF 4 4�t r d LOAM ° c DECKS = 432 SF SUFFOLK COUNTY ON JULY 01,1938 AS FILE NO.1263. 2.0' GRAY CLAYEY TOTAL = 1,634 SF * VERTICAL DATUM =NAVD(1988) Howard W. Young, Land Surveyor SAND Thomas G. lNolpert, Professional Engineer (SC) W � E , 16.6% WATER IN * UPLAND AREA =9,827 SF Douglas E. Adams, Professional Engineer GWEL=1.2 2.8' w ' PROPOSED GRAY CLAYEY %,. �.\c FRAME HOUSE = 1,195 SF * Robert 0. Tast, Architect �TtbQub SUBJECT PARCEL IS LOCATED IN ZONE AE(EL-6)-SEE FLOOD INSURANCE Robert Stromski, Architect SAND T� / SHED = 84 SF RATE MAP PANEL NO.36103CO164 H LAST DATED SEPT.25,2009. (sc) DECKS =449 S �CTa9 - WATER IN F GRAY ORRGANIC \ TOTAL CLAY = 1,728 SF (OH) 17 6% * DEPTH TO GROUNDWATER = 3 FT S * NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =3 HEALTH DEPARTMENT USE WATER IN \ BROWN BOG \ * MINIMUM REQUIRED IA OWTS CAPACITY =400 GAL (PT) \ * PROVIDED IA OWTS CAPACITY = 500 GAL WATER IN 5.0' DRAINAGE CALCULATIONS * GRAVELLESS ABSORPTION TRENCHES REQUIRED(6 SF) =46 LF GRAYISH `\ * GRAVELLESS ABSORBTION TRENCHES PROVIDED =46 LF BROWNCLAYEY SAND \ ROOF AREA 1 REQUIRED SAND ( 8.0' 1,197 5F x 2/12 x 1.0 = 199 CF \ \ WATER IN PROVIDED BROWN FINE SAND \ \ USE NEW DW#1: (SP) \\ 8' MA. x 5' DEEP DRYWELL = 211 CF 17.0' HIGHEST EXPECTED GW EL=1.2 / \ \\ � (Dwelling with Public Water) � r�4, /// \ `\ PROPOSED 12"TO 24" \�` 43� \ GPAVELESS HIGH LANDSCAPE WALL L -- - - / ABSORPTION \ __ _._ ..._ _.. .._.... Right of Way / ' TRENCHS(6 SF) \ µ _ // \ TOTAL=46 LF \ - \ // 5.07 4.72+ 3 W 3. s N85°22'00"E _ / VU U \ / & �D< / ?y�pSL MF 70.65' \-.` .�Ls� �- -1-�\ /7 D \ l�J��G 5 �`'�oa�`�o� PROPOSED u> �Q _ _._.. _._ Q / 1` d SANITARY `0 S ------. 4.68 3 s. 37 2�. 4. SYSTEM 'sue Qg - _. _._ _._ .__. .._.. __. . J U N 2 4 2022 01 4.41 IPF \ �� 5 9A /� 4.67 j\jam., � g Fs��!$ 14, e. j0 / - / Southold Town 4.54 O ZQTREE .• -bib Board of Trustees °,�l� ,l'3 ,gyp.' \ V -/Oh ti 4.52 4j �o. � \ s, P� °ti LANDWARD LIMIT OF TIDAL ENGINEER'S CERTIFICATION a �l`� FIRE / K WETLANDS AS DELINEATED BY �\\\�p� O��C1 \// �` 4.21 \ FFLB\ �'O �\saiy`�` PIT /% �� YOUNG d YOUNG ON 02/23/2021 PROPOSED DRYWELL0�,;� o�� bo i / of ' EXISTING SANITARY STRUCTURES �pG /'( i \F�PJS� °n�o! TIE-LINE ALONG APPROXIMATE N / TO BE REMOVED IN ACCORDANCE / ��F `"/ a6 �� /P�e N9 HWM LOCATED ON 2/23/21 --- -_ WITH SCDHS STANDARDS 3.82 1P 2� ///p0aa` F OJ NON-DISTURBANCE BUFFER, /'j �/�,1A •^,s R.�ir.�; �°ice b 'S °J PRZ / OF`�O �.-- t� PLANTED WITH NATIVE SALT /� ' "� `� (/w � • r• Y �,` , N O� �9 Op\�eV -- ` TOLE RANT VEGETATION ((// • "' �. Y / 4 J+ S:s Yes y� / ,� e� / \ �P� �'P� ° ' \��• - 323 31,\j.1 553°00 02"W oh /. /� °pt4� 35.64 HOWARD W.YOUNG,N.Y.S.L.5.NO.45893n ) t.,•`� ^' O, S / THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 IPF,/ G6 P,y "1 -2b1DL �� FI METAED L RAMP ,/ DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 // \ /�!y �� ✓ - °1�� FLOATING DOCK ti.°^p;�"' r✓ \ e �✓ y�� G oF v I MAP PREPARED FOR STEPHEN G. DUBON do PROPOSED 2nd STORY ADDITION � / � I & ALTERATIONS TO EXISTING i ' J 1 STORY FRAME HOUSEACQUELINE M. DUBON ( I Dwelling with Public Water / I(3 BEDROOM, NO BSMT.) ' LOT 18 & 19 "FLEETWOOD COVE" J FFEL=7.1 I ; at Cutchogue, Town of Southold N \ \\ I Suffolk County, New York N �' ` / I (Dwelling with Public Water) /- BUILDING PERMIT PLOT PLAN \ I` County Tax Map District 1000 Section 137 Block 04 Lot 3.2 C3 I NOTES FIELD SURVEY COMPLETED FEB.23,2021 MAP PREPARED MAR.29,2021 1.THE OWTS SHALL BE MODEL CEN-5 MANUFACTURED BY FUJI CLEAN USA. Record of Revisions (Dwelling with Public Water) 2.THE DESIGN ENGINEER,FUJI CLEAN USA REPRESENTATIVE,AND SCDHS REVISION DATE \ , REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWTS AND SCDHS NOIA#1 SEP.07,2021 LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. NYSDEC DEC_ 20,2Q21 GENERAL AMENDMENTS APR.04.2022 3.THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT I SUPERVISION OF A NORWECO REPRESENTATIVE. / I l N ^� / .f \ I I 4.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE a \ MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES(SCDHS)PRIOR TO - // ��`, I APPROVAL OF THE I/A OWTS REGISTRATION BY THE SCDHS IN ACCORDANCE 30 0 15 30 60 90 ai o<� 1 (Dwelling) WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. // l� b\\O� // I I 5.THERE ARE NO PRIVATE WATER SUPPLY WELLS WITHIN 150' OF THE(Dwelling) Scale: 1" = 30' Qv SUBJECT PROPERTY. JOB NO.2021-0020 \/ 1 I I DWG. 2021-0020-bp-plotplan 1 OF 3 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72D9 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE WD ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES,(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUDSEOUENT OWNERS (5)THE LOCATION OF WELLS(W)•SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York IIg01 tel. 631.727.2303 fax. 631.727.0144 odmin@youngengineering.com Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer SWEET AIR VENT GAP MF6 BY TUF-TITE FIBERGLASS LOCKING �(3' MIN FROM ANY DOOR OR WINDOW) COVER 5005-RC B R15ER Robert G. Tost, Architect MF6 BY POLYLOK Robert 5tromski, Architect CONNECT 3" PVG VENT LINE RIM=6.2 TO VENT HOLE IN OW5T 5'MIN. 5'MIN.- 2 TRENCH 6 4" PVG PIPE MIN. MIN. HEALTH DEPARTMENT USE FRAME HOUSE g 0 2.00% MIN. R15ER5 8 GOVER5 4" PVG PIPE WITH SAFETY LIDS ® 1.00% MIN. (5 BEDROOMS) 00 MFG BY TUF-TITE (TYP) GEOTEXTILE FFEL=7.1 RIM=6.'I BARRIER _,�_ I:3 SLOPE IE=4.q AIR LINE-----p SAND TOP OF PIPE IE=4.7 3" VENT -- HOLE IE=4.5 IE=4.4 IE=4.3PROVIDE CLEAN GLEAN OUT AT IE=18.30 BOT EL=3.2 FACE OF BUILDING IE-42 N SEE DETAIL FOR G z EOSYNTHETIG o OWTS COMPONENTS 4 DIA. PERFORATED PIPE A66REISATE HIGHEST EXPECTED GW EL=1.2 -i- HIGHEST 2' DIA. POLYPROPYLENE S9,AVELE55 ABSORPTION EXPECTED 5OT=0.2 DISTRIBUTION BOX TRENGH5 (b 5F) GW EL=1.2 12"XI2"XcI' LONG MPG.BY POLYLOK TOTAL = 46 LF CONCRETE BEAM MDL#3017-C24 OR APPROVED EQUAL N76.BY ELJEN CORPORATION (TYP. OF 2) 500 GAL. I/A OWES PROVIDE END GAP LEVELING DEVICE NDL#643 OR APPROVED EQUAL MDL#5L-4 MF6 BY TUF-TITS OR MDL. GEN-5 MFS. BY FUJIGLEAN USA APPROVED EQUAL FOR ALL DISTRIBUTION OULET PIPES HYDRAUL I G PROFILE SCALE: NTS D E E p E JUN 2 4 2022 Southold Town Board of Trustees ENGINEER'5 CERTIFICATION 0 BUOYANCY CALCULATIONS A OWES a g ONE (1) OWT5 MDL# GEN-5 MF6. BY FUJI GLEAN USA WE16H5 3q-T LB5., REPRE5ENTIN6 NI THE DOWNWARD FORGE FOR THE STRUCTURE. N THE PROP05ED STRUCTURE WILL BE PARTIALLY 5UBMERGED TO A DEPTH OF 1.00' (1.20 MINUS 0.20). 4"DIA. PERFORATED PIPE N of PERMEAELE BAGKFILL THE VOLUME OF 6ROUNDWATER DISPLACED BY THE STRUCTURE V = AREA x !% GEOTEXTILE 5UBMERGED DEPTH O.cIOX4.02)(1.00) = 51.5 CF. 6EO5YNTHETIC BARRIER o AGGREGATE THE WEIGHT OF THE WATER DISPLACED BY THE PARTIALLY SUBMERSED STRUCTURE W HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n = 31.a OF x 62.4 LB5. PER GF = 1,1184 LB5. THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 ! DOUGLAS E.ADAMS,N.Y.S.P.E.N0.80897 APPLYING A SAFETY FACTOR OF 1.5, THE UPWARD FORGE (BUOYANCY) EXERTED ON THE PARTIALLY SUBMERGED STRUCTURE 15 I,g84 x 1.5 = 2,cl76 1-135. THE DOWNWARD FORGE OF 3q-T LB5. 15 LE55 THAN THE UPWARD FORGE (INCLUDING 00 0 SAFETY FACTOR OF 1.5) OF 2,q'16 L55. AND, THEREFORE, AN ADDITIONAL 2,5-7q L55. 6" 6" OF DOWNWARD FORGE 15 NEEDED. \/\ - - --. - -N : ,- - r,. /% MAP PREPARED FOR USABLE 501E -l` . \\ \• ,. . Y.a w�.. ` ,; STEPHEN G. DU�ON USE (2) 12"xl2"xq' LONG CONCRETE BEAMS = 15.0 GF (I-60 MIN/INCH \ ;, _`P; ` //\/ THE ADDITIONAL DOWNWARD FORGE PROVIDED = 15.0 OF x 150 L55./CF = 2,700 L55. PERCOLATION RATS) z \ -- �4'TOREDNCHENT J,ACQUELINE M. DUBON LOT 18 & 19 TLEETWOOD COVE" HIGHEST EXPECTED � 6w EL=o.So at Cutchogue, Town of Southold Suf f o I k Count New York 0 FIN. GRADE UNSUITREPLAGEDABLE DWITH SA SHALLND ��// /�/ /\\/ \ \\// y, RATED AT 5P OR 5W //�//\\//�/�•// //�/�� BUILDING PERMIT PLOT PLAN <` STAINLESS 57EEL EYE LEACHING TRENCH SHALL SAND MEETING A57M BOLT (T'(P. OF 4) BE EXCAVTED DOWN TO SPECIFICATION 633 County Tax Map District 1000 Section 137 Block 04 Lot 3.2 GEN-5 CORROSIVE RESISTANT SAND RATED AT 5P OR SW 0 EPDXY COATED OWES 5TRAPIN6 (TYP. OF 4) FIELD SURVEY COMPLETED FEB. 23,2021 ANCHOR EYE BOLT MAP PREPARED MAR. 29,2021 (TYP. OF 4) HIGHEST GRAVELESS A$SORPTION TRENCH SECTION Record of Revisions GENERAL EXPECTED MF6. BY ELJEN CORPORATION MDL#543 SCALE: NTS REVISION DATE GW EL=1.2 OR APPROVED EQUAL SCDHS NOIA#1 SEP.07 2021 NYSbEC D C. 20,2021 AMENDMENTS APR 04 2022 12"XI2"Xq' LONG N CONCRETE BEAMS a 0 J C O END 1(IEW DETAIL SCALE: NT5 Scale: NTS JOB NO. 2021-0020 DWG. 2021_0020_bp_plotplan 2 OF 3 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EMSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE N01TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(S)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CEFMFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS CST)R CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11901 tel. 651.727.2505 fax. 651.727.0144 odmin@youngengineering.com Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer Robert G. Tast, Architect Robert 5tromski, Architect METER CONTROL PANEL MOUNTED NOTE: ALL GONDUIT5 II BETWEEN PANEL AND INCOMING SERVICE N 4 x4I' PRESSURE TREATMENT TANK MUST BE F1TREATED WOOD P05T5 HEALTH DEPARTMENT USE ALARM/CONTROL SEALED TO PREVENT GAS �Ta DEDICATED PANEL MDL#1041cl72 LEAKAGE INTO PANEL. 15 AMP BREAKER CONTROLLER "AI, AIR BLOWER MFG BY 5JE RHOMBU5 IN5ULATED WEATHER FOR WIFI COMMUNICATION 120V AG, 10, 60HZ, 15 AMP POWER 5UPPLY 0 rRE515TANT BLOWER DEVICE; #12-2 AWG WITH GND IN I" PVC, CONDUIT / ENOL05URE U5E ALARM/CONTROL MAIN / PANEL MDL#1045040 5ERVIGE CONTROLLER "0" MFG BY PANEL 5JE RHOMBUS 1 HARDWIRE AIR LINE TO FUJIGLEAN OYVTS FIN. GRADE E_EGTRIG 5UPPLY GROUND 5JE RHOMBUS AIR BLOWER TO BLOWER CONTROL ELEGTRIGAL PANEL SUPPLY VTO FUJIGLEAN 01/iT5 5PLICE BOX ELECTRICAL ONE—LINE DIAGRAM CONTROL PANEL 4 BLOWER 5GALE: NT5 p E J U N 24 2022 Southold Town Board of Trustees ENGINEER'S CERTIFICATION FUJIGLEAN GE:N-5E:RIE'.5 UNITci- a 0 0 0 N i -1/2" VENTILATIDN PIPE CHAMBER Volume(gal) SCUM BAFFLE3. B (ISedimentation Chamber 277 , °rf{' ' 11 Anaerobic Filtration Chambcr 278 N 4 Q3 Aerobic Contact Filtration Chamber 127 GLEAN-OUT dI i�G• s C1 :. ' o ti: q N Storage Chamber 63 i RECIRCULATION � g o AIR LIFT PUMP Disinfection Chamber 4 i DISINFECTION Q Total Volume 744 CYLINDER (OPTIONAL) 45 ELBOW HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 LENGTH A5 ' ) ":.'•-. ' �' 4 4' INLET PIP OUTLET PIPE DOUGLAS E.ADAMS,N.Y.S.P.E.N0.80897 SPECIFICATIONS ; REQUIRED i>�ti'" ,rF.� A A Anaerobic Media PP/PE Filling Rate 32/o 4'-0 Board Type Aerobic Media PVC/PP/PE Filling Rate 16°/Q GLEAN-OUT ---. -- ® Aerobic Media PP/PE Filling Rate 1 57% FFLUENT Blower 2.8 efm o MAP PREPARED FOR INLET BAFFL AIR LIFT PUMP Tank FRP o c o Piping PVC/PP/PE STEPHEN G. WBON & Access Covers Plastic/Cast Iron Disinfectant(Optional) Chlorine Tablets 450 ELBOW JACQUELINE M. DUBON RECIRCULATION PIPE LOW BAFFLE /2' AIR INTAKE FLOW OPENING (TYP, (CLEANING ❑PENING) B LOT 18 & 19 "FLEETWOOD COVE" PLAN VIEW DOUBLE 450 PIPING at Cutchogue, Town of Southold 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP ISINFECTION 4' MANHOLE 5GALE: NT5 N CYLINDER (OPTIONAL) Suffolk County New York N LOW OPENING CIF 1' , BUILDING PERMIT PLOT PLAN -0 1'-2' /,-BOARD TYPE t Y CONTACT MEDIA County Tax Map District 1000 Section 137 eIock 04 Lot 3.2 a FIELD SURVEY COMPLETED FEB. 23,2021 © MAP PREPARED MAR.29,2021 Record of Revisions 5'-5' ® 5'-5' ECIRCULATION Fuji Clean USA REVISION DATE ASSEMBLY SCDH5 NOIA#1 SEP,07 202i 4'-4 4'-3 ® 4'-26' CEN-5 NY51) C DEC. 20,2021 Structural Drawing GENERAL AMENDMENTS APR 04 2022 3 © DATE: 1 07/01!2014 SCALE: 1/2"=1" 11 m EROBIC MEDIA a 0 J O o ERATION ASSEMBLY 0 r SECTION A-A VIEW SECTION B-B VIEW Scale: NTS JOB NO. 2021-0020 DWG. 2021_0020_bp_plotplan 3 OF 3 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION biWsion o1 Enviromnenial Permits,hegion 1 SUNY 4 Stony$"rook,-50 Cirdle Road,Stony Brook,NY 11790 P:(691)444-03651 F:(631)444-0360 www.deCMy,gov May 23, 2022 Stephen DuBon 313 Bixley Heath Lynbrook, N.Y. 11563 Re: Permit No. 1-4738-04859/00001 Facilify:5605 Stillwater Ave.., Cutchogue, N.Y. SCTM# 1000-4 37+3.2 Dear Permittee In conformance with the requirements of,the State Uniform Procedures Act(Article 70, ECL) and its implementing regulations (6NYCRR; Part 621)we are enclosing your permit for the referenced activity. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during-the term of the permit. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather and a Notice of Commencement/Completion of Construction. Sincerely, Mary acKinnon JUN 24 2022 Environmental Analyst 2 Southold Town j Board of Trustees I cc: Young &Young, Bureau of Marine Habitat, File EWYORK D@Pdrtnt@IItOf 5'""°` �mironmental OVYOGNk11Y Conservation i N> W VOR.KgTATE DEPAATMI;NT OF ENVi.AONMENTAL.CONSERVATION- w Focility DEC.fD 1-473$-0.48W PERMIT Under the Enviroiilnenf d Conservation taw . CL Perinittec-nnd]Facility Lnfoxnia'tion Permit Issued.To: . Facility: STET REN:G D.U130N. DUBON PROPERTY 313 BIXLEYHEATH .5605-ST ;LWATi✓RAVEISCTWIO.00.137-4-3,2. LYNBROOK,NY 11563- CUTC1=10GUE;N. V 11935 (212)480-5800 Facility Application Contact: YOUNG&Y0TJNG .40f0.0j$TRANDER AVE RIVE)tk E'D NY 119Q1 (d31)727-2303 Facility Locat on.: SOUT-JJQLD:in SUFFOLK COUNTY Facility Pirineipal Reference Point: NYTM-E: 712:875 NYTM N- 4542.9629 Latitude.: 41°.00'36,3" Longitude: 72028'0.6.8" Project Location: 5605 STMLWATER AVE., CUTC�IQG.UE SCTM##1000-37=4-3.2 ELdGENE.- CREEK Adthoi-k6d Activity: Construct second-story addigop and expand deck to.the single family.dwelling. Install.ah Innovative..Alternative On-site Wastewater Treatment,System. Establish a 10'wide,xion- disturbanee buffer planted with native, salt-tolemt-vegetation. All-work must be-done in-accordance. with the plan prepared by Thomas-G.Wolpert;PE lastrevised 4/4/2022 arid'stamped NYSDEC approved SJ23/2082. Permit Authorizations —--- -tidal Wetlands.-..Under Article 25. ---- Permit W 1-4738-04859/00001 New-Permit. Uffeotive.Date: 5/23/2012 'Exphution Date: 512212027 E D JUN 2 4 2022 i Southold Town Board of Trustees Page 1 of 6 NEW VORK-STATE DEPARTMENT OF JENVI tONME]VTAGCONSERVATlON Racility DECID 1�4738=D4859 NYSl)EC Approval By-accelitaiice of this permit,thc-permlttee agrees that-the ftrfnit is contingent upon strict. compliance with the.EC-L,all applicable.regulations,and.all conditions included as part of this .percriit. Permit Administrator:S-HERRI L.AICHM. ,Deputy Permit Administrator Address: NYSDEC Region 1 Headquatters SUNY @ Stony BrookI5.0 Circle Rd Stony B 1Okx.NY 11.790-3409 Authorized Sigaati . Date !oZ l Di ht.itiou List YOUNC4•&YOUNG E C C O M E Bureau.of M`arme Habitat`Protecti�on. Pile Mary MacKinnon .1UN 2 4 2022 Permit Components Southold Town Board of T NATURAL RESOURCE PERMIT CONDITIONS. 1 GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED:.PERMITS XOTIFICATION OF OTHER PERmiTTEE OBLIGATIONS 1VATU ALP SOURCE PERMIT CONDITIONS -�Apply to the Following Permits: TIIDALW]ETLANDS. ; 1. Post Permit Sign The perinit.sign enclosed with this permit shall be posted in a conspicuous location..on the worksite and adequately protected ftgm the Weather. 2. Notice of Comlneinceme6t A.t.least 48 Hours prior to iodMlnencezneiit-of theprgject,the permittee Anil.contractor shall.sign..and,return the top portion of the enclosed noiif-leatOn form.certifying.thatthey are.fully aware of and understand:.all terms and conditions of this permi•f.. Within 30 days of ct:mpletion of projeot;the bottom portion of the•fonn must also be signed and.returned,aldng:with photographs of the.eonapleted woKk. Page 2.of 6 NEW YORK 9T.ATE*DEPAkTmENT-0jF ENVIR014ME-NTAL CONSERVATION' MW Facifity*DEC ID 1473844859 3. Oinforinance With.Plans All.activiiies.authorizedbythis permit must be.in strict 6onf6rinance with the-.appxpyad.pjafis,su tted by the Ap�ffcxit.*qx-ppplicahV9 agipnt. .as pArtqf the. eintiftappFicatido. biof p Such.approved plans were prepared by Thomas C. Wolpeft,PE last revised 414/2022 and stamped NYS M5C-approved 5/2:312M2. 4..Concrete L6a-6iter Dudng construction,no.wet or fresh concrete or leachate shall boalld.w6d to escape intu.any wetlands.or waters of New York State,nor shall washings-from ready-mixed'.concrote. trucks; mixers,or-other devices be All6wed to'e4tbr any wetland or waters; Only watertight or -waterproof forms shall bt used. Wet concrete shall n6f'be poured water within the Boims.* 5. No.Construction Debris-in Wetland.or Adjacent Area Any debris or excess material from construction orfthis project shall bb' completely removed hbin the-adjacent area(ppland).and ie ovdd to -pn,appr ved upland area for disposal. No deblis-is.perwittedih wetlands and/or-protected.buff6r.preas, -0. Mateeia!si.Disposed at Upland Site .,Any demolition,d6bris,excess construction materials,and/or excess.excavated.materials-shall 66*immediattly and completely disposed-of in an;authorized solid waste management.fAcj1ity.'Tjiese materialsAall be suitably stabilized as.nato re-enter any W*r--b6dy,, wetland or Weiland adjaPent area. '7.. N.oDisturbou-'c6'.t6 Vegetated T.id'a�'I'Wetlands There skull be.-no d15tujbancP.,_tQ-vegetated tidal 7etlafids or prof&ct64 buffei areas as'a result bfth6.p6rmltted activities. V� &'Stokitge-of Eqqipm nt,Materials The storagf,of-constrUoti-dn equipment:and materials shall be: cmifmed within the proje.ci.work area:and/or upland areas.greater than 75 linear feet h-o milie tidal vetlaiid boifffdary. 9. NoXikouthorilzed Fill No fill or.badkfijl*is.,authorized:b.y.Uiisp-ermit-widiouifurther.wdttpn 4pprb.val-from tho 4qpWn*nt(permit,modification,adhehdment).. 10.- 1xistally-Maii3tain.-Erosion Controls -Necessary-erasion control measures,i.e,., straw bales,silt fencing, etc.,are to be placed on die-dovMslopa edge.-Qfanydistuibed ar .'-n .s*ea. � .sediffient.banier..igto- be.put in-place bdfd reany disturbance Of-the ground occurs:and'is to be maintained in goodand -Functional condition until thick vegetative cover is established. .11. Auth-orized 1nnov9tiv0A1terfiatiVe OiWte Wastewater Treatiftefit Systems:(JUA qWTS)Septic Systems This permit authorizes the installation of any, models of I/A O.WT§,s, 'ptic system 6 -which have received the Uproyaj'bf the Suffolk..CpUnty Department of Health (SCDHS.). If SP-L)M -ies6inds its-approval of ohb or mor&-bf1hege;models during the term of this permit, DE C will no longer approve.new installations of ihatmodel. The list.-of PA QWTS-systems.w.hich.have received approval by- SCDH§are fbur4oii the Suffolk.County Website-under.thd Reclaim Our Wator-146nieowder.seeflon at: 'Overview of Pfovisionally.Approved Technologi,es... 12, MaiiiienaifeeofInsfiffled Innovative/Alternative Onsi&Wastewater Treatment gy9tebig (!/A 0'WTS) The,periniftee-must.maintain, service-and repair the:installed I/A 0-WTS in accordance with the maintenance se-hed-ule-set Forth in the SuffbIk-Couilty beparLtheft of�16afth.S-etvic6s(SCDHS) permkissued'for the * system E rb""A E V E JUN 2 4 2022 Page 3 of 6 Southold Town Board of Trustees NEW YORK$TATE.DEPA.1tTMEP9T O''l,�NVIRO'NMENTAL;CONSERVATION Facility DCC ID 1-4759-04899 13. Contain.Exposeds StpekpiledSoils All-diAurbed areas where soil will-ba.ternporarily.exposed'.or- stockpiled.for.longei than 48 Hours-shall be contained by a continuous line of-staked haybales./:silt curtains(or other NYS)DEC approved-devices)placed on the seaward side.between the fill.and the. wetland-or protected buffer area. Tamps are a`uthori ed tb suppIdnietit these approved mefhods. 1.4. MV Intaln Erosion Controls All erosion control devices.shall be maintained in.good and functional condition,wil th`e project has been.completed-and tlie.area:has been stabilized. 15. Establish-Vegetated Buffer To prbtect-the.values of the.tidal wetlands;a:permanent vegetated buffer zone.shall be established.There shall be-no disturbauee to the.natural vegetation or topography withinf ari.area*extending f.0 linear.feet landward of the tidal wetland boundary. 6. S#ate Not.Liablejor Damage The State of New York shall in no case be liable for any damage or injury-te the structure or work herein authorized which maybe caused-by-or result from future operations undertaken by the,State for the conservation.or'improvement of navi$allon,or for other purposes,and no elain or right to cQinpeiisation shall accrue from:any such damage: 1'7. State Ma.►-:Order Reinoval.or Altcwation of Work Zf future operations by the State of-New York i rggWr'e-an-.alteration in the.' osition-of the-st ucture:or work herein'authorized;;or if,in the opinion of the Department of Environmental Conservation it shall cause u'nreasonable obstruction to the free navigation 'of said waters or.flood flows or endangerthe.health,safety ormeffare'of the-p'eopk of the.Slate,or.'cause loss or destruction oft he natural resources of the;5tate,the owner.may be:.ordered by the�D:epartment:to remove or alter.the stru�tural work;obstructions,or"hazards.caused thereby without,expense to the State,. and if,upon the.expiration or revocation of this permit,the.structure,fill,exceivation,or other modification of the vatercourse'heieby authorized-shalF.n6t be ecirnl bt.6d,the owners,.shall;without. expense to the State;and to such extent and:in such time and-mariner as.the Department of Erivironmental.Con"serVation.inay require;remove:all of any portion of the uncompleted structure'or fill and restore to.its,f6r*ndr condition the riavigalile:and flood capacity of the watercourse. No elaim.shall be made against the State-of New"Yprk.on account of any suchremoval or alteration. 18. State•1Vlay'Require.Site Restoration If-upon the expitatibia-or fevocation of this permit,the project hereby authorized has:not been completed,the applicant-shall, without-expense to the State,and to sucli ekidnt and'in such time;and iniMfter as-the Department of Environmentalbn Congervafi may' -- lawfully require,.remove all-or any pi�rt-iom of flze-trricompleted.stracture or fill and restore the°siteto.its- -former condition. No claim shall*be made against the State of New York on account of any such removal or alteration. 19. Precautians.Against Contamination of 1�Vaters All necessary precautions.shall be taken:to .preclude confamin.ttion cif any wetland or"waterway by- suspended solids, sedirnenfs,fuels,solvents, lubricants, epoxy coatings,.paints;concrete,lewhate or any other environmentally deleterious materials associated with the project _ E C E 0 U E D JUN 2 4 2022 Southold Town Board of Trustees Page 4 of 6 NEW YORK 9TATJ&4jEi?ART�Ei NT OF ENV]RbN* NTA_t-IGONSEJ&ATION Facility DEC 10 14738-04859 GENERAL COND MONS,Apply to ALL Authorized.Permfts: ..1. Facility-Inspection by-Tho-Dopartmont The emitted site-or facility,f including e P 4 ty lud. r el ypnt.records,is subject lo'i 4o0tjonzt�q4ov4bld'hoiirg and intervals by an.-authorized tepr6§ent;&ti*e of the Dep;almdftt of Environmental.Conservation(thebepartrnciht)to determine*whether-the permittee is complying with this permit and the 1✓QL, Such.repiv- se:fitdtivcmay-order the work suspended pW§uAn1 W ECL 71-0301 'and SAPA 401(3). 11iq permittee shall..ptovid&a person to-accompany the Department's rep'rie"sontative-durifkg'ah inspecticki to th-e.p&rmit area.when requested-by the Department. A copy:of this perinit iiicladhig..aft-refertnced maps,.draNd .sa nd special conditions;must bu available for inspection bytheDep4r4Aent at all times.ai.the project slte�or r9i facility. Failure:to prqduce.a..c(.?Py--Qf Ibc permit upon request by a Depa1tmth.t:rePfe.9dntafive is a violatioh of this permft. 2. kelationship-oft.his-Permit-to-Other De' Vartment Orders and Determinations Onless:'expressly provided for bylhc:Depaftment i s�uange of this permit doe' ' modify; ' ededeor ' sbijid-a�yordeir q not.m6 sup re or deterftiihation-previously issued byth&-DepAtmofit of ariybf the terms,,conditions-or te ifethents qp m contained in such order or-doterm.ination. Applications'Yo ir Perm it Renewals;Modjfitatiwis or Transfers Thap itted mu9tsubmit aPero. sepgratevnitten-application to the Department fQr permit-renewal,modification or transfer of this permit.. Sudli application must include any forms or supplei.h6nf al irifortnation.the-D.epArtMdftt requires. Any xeiiewal,modification or transfer-granted by-the.Department must be in writing. Submissioilof' mi applications for permit.renewalmodirication or transfer are to'be submitted tQ: Regional Permit.Administrator- NY8I?E,Q.Region.I Headquarters, .8U.NY @,--'Stony-Brookj5-0 Circle Rd Stony Brook,NY1 1790-3409 4'. Su'binigsidyief Renewal Application The.p6rrnittee:.iiwgt*sttbmit.areiiewalapplieatioAat 'least30- .days-befbre permit.expiration fox-the-follomingpermitatith rizaft10.ns-Tidal Wetlands. .0 1 5. Teirmit Modffixafibbs,..8gsppx!§i6ns-and Revocations by-the Department The Department. reserves the right to exercise all available authority to-itodify; suspend or revoke.this permit. The grounds for modification,suspension or revocation include; a- materiallyfalsio.or inaccurate statements in the permit application:or s-oppoiting papers; b. failure by the permittee,W comply with.any teims-oi conditions of.the permit;- fDE c.. ip�rdeedlng-.14c sgtope q the,pr6j,ect as desi�Fibed*fii the applioatibri; E b ' E JUN 2 4 2022 Page 5 o 0 Southold Town Board of Trustees 1322"121 Ir NEW VORKsT.ATE.DEPARTmENT OF'ENVIRONMENTAL CONSERVATION ftei.lity DEC 16-1-4738-04859 d. newly discovered-material idbrinatiOn-or a material change.-in environmental conditions,relevant teqlMology, or applicable law-or-regulations sinco-ft.issuance:of the existing permit; e. noncompliance with preyiously issued permit conditions,orders of:ffie.commissioner,any provi$ions of-the Erivitonfneriml Coiiservafion Law or re&ldtibns:of the-Department r6liked to ihe-prmnitted activity. 6.Termit Trangfer Permfts are transferrable unless specif-ic.4!ly.prohibited bvsta:tuip,,.rf,&Iation-or it c another pernii widition. Applications for permit transfer should be submitted-prior-to actual transfer of ownership. NOTIFICATION OF OTAER PIERMMEE1 ,0BLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification.. The permitteeex-cepting state-or federal agencies,expressly agrees'to indemnify and.hold harmless-the DeparAment.-of Environmental Conserv.41ion of-the-State of New York.its re re T spnt.Atives,employees, and..a&nts("DEC")far all claims.,suits,suits,aoti6iis -and.-d"gesto*the�Wdiit attributable fothe perinittee's acts orcinlsiious in connection-.,A i the'perihittee't undiertAing..of activities.iri'connection with,or �r4tjonah0 maintenance of,-the-facility or.facilities authorized by.th poxmit:Wheftri n op . mai - e� compliance or not hi compliance-with the terms and ddnditions:of1fi&pdtmit. '.This indem.ni.f.kation dbes riot extend to any clAhfts s,actions.or dam iges-to the ektefit attributable to,DEC's ow' "n' negligent.or ,suit , g]ig6fi intentional acts or omissions,or to.afty claiins,-guitg,or-actions naming the DEG and:arising ufidir Article..79.-of&..kew York **I Practice La . ..... Civil .Laws and Rules or any-citizen-suitor civil fights provision 14*s. Item 9:rermittce-s:ContrActors.'to Comply with Permii -The per-nUtteb is responsi ble for inf6rftiipg---its independent-contractors,employees,agents atd-assigns of . -ap their responsibility to comply With-thi s permit,including all special condiiion8.while..acting as the permittee.!4-4gent with respect to tbepeinjitted Aeqyfties,and such porgofit'shil I be-subject to: the same sanctions f6r.violations of the Environmental Conservation Law as-those prescribed.for tbe-permittee. Item-C:Pdiniiftee'Riespofris'ible-for-Obtaining-Other Reqidried Perhiits* The.-.-permittee is responsible,for bbtaining any-other permits,approvals. lands;easements.and rights-:of- w that be tp-carryoqttj�- ay may d activities that..6re auffiorlied bythis paiMit, Hem D.--'No Right to Trespass or Interfere withRiparian Rights 'This permit does.ftot'60ilvey to the.pditiitted.phy fight-ta-trespass uPoii-the laiids.or'biterfere with the riparian rights of-offiers in order to perform the permitted work nor does.it authorize.the impairmentof .atly rights,,title of interest in real jor-personal.prQpertyhelo or vested inaperson not.a pailyto the permit.. D LJUN V. E 2022 Southold Town Board of Trustees '.vu'"'w'i'x" 'ff9�wt�"4ixW,Rmxa mi<mnID1u^ru1%{]I WiuYE3 4tves rFmAv Ww si ry4Ts uc rR w•sax ra0or<ND ME nor ro¢tan A FT,t3.s.x"�n offs m rW a¢eruJ ar tolls J7 ArS s xs snttY iu" iQLLT A oTSRxKni4 AWCJ 4M lfl'sW �•TL.vFID Th:ASSv.'2s K M toes°uJ]NCW 6R'.Jf.nnGa'♦S x°r ta+,eFrtCtt iP•Wttwt inticlunOta W sxeSEc(tF.rrt°v.06(°)>x wetmr v etus.M umn°amcW0n9 J.RD ffmia(s w xSx a9w]rm A .(101 MW BYMESST HOLE 1V LOT COVERAGE SITES DATA 400 Ostrander Avenue,Rlverheod,New York I1901 toL 651.7272305 Pox.651.727.0144 DATE:01/26/202I 12.45p. EXISTING TOTAL AREA=11,320 S.F. adminoycungenginearing.com Ew.o oo' FRAME HOUSE =1.11884 SF � � `r ,L`_` 1 MIXED SANG SHED =84 SF *SVBDLViSION-"FLEETWOOD COVE"FILED IN THE OFFICE OF THE CLERK OF 7u cY Jj�J�, (J[ &LOAM' DECKS =432 SF SUFFOLK COUNTY ON JULY 01,1938 AS FILE No.1163. GRAY CLAYEY '''�� . '� TOTAL =1,634 SF VERTICAL DATUM =NAVD�(1988) Howard W.Young,Land Surveyor GWEUIz .WATER IN te• W E 16.6% =9,8275E Thomas G.Wolpert,Professional Engineer PROPOSED "UPLAND AREA Douglas E.Adams,Professional Engineer GRAY(scI vev 1 "' a �y""",9\Jc/l - ' SHADFRAME HOUSE =1,1995 SF RATE MAP PANEL NO.5F SUBJECT PARCEL IS LOCATED I HZO ST DATED NE AE SEE 5 20OD INSURANCE Mobert Str mskl,Architect 09. WATER TN 30 lD"je\1 j DECKS =449 SF GRAY ANtC TOTAL =1,728 SF (OH) 4.0• S ER 17.6% " DEPTH TO GROUNDWATER =3 FT HEALTH DEPARTMENT USE WATER IN. " NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =3 sen�e�•, BROWN BOa ♦ " MINIMUM REQUIRED IA OWTS CAPACITY =400 GAL (M 50, \ - PROVIDED IA OWTS CAPACITY =500 GAL WATER IN DRAINAGE CALCULATIONS - 6RAVELLESS ABSORPTION TRENCHES REQUIRED(6 SF) =46 LF GRAYISH " GRAVELLESS ABSORBTION TRENCHES PROVIDED =46 LF BROWN CLAYEY \ ROOF AREA 1 REQUIRED SAND can 1,197 SF x 2/12 x 1.0 =199 CF WATER IN \ PROVIDED BROWNKN6 \ SAND USE NEW DW#1: (SP) \ ` 8' DIA.x 5'DEEP DRYWELL =211 CF 17.0' ` HIGHEST EXPECTED GW EL-L? / \ `♦ / `� \ (Dwelling with Public Water) / .�4,ycl PROPOSED I2"TO 24" `p•N�\c`t1� /� `. GRAVELE55 \ HIGH LANDSCAPE WALL— W° ABSORPTION TRENCHS(6 5F) r- - —— /\ �Right of Way / `♦ TOTAL=46LF 4.72' I $ h a 6 N85°22'00"E `� � / owe`�`��°\etl ; �"yw`6�4 �jFi 70:65' -•�-•� ._�•'• -•� _ _ -- --'— // APPFIO�� PROPOSED "1.oZS, •) ANDCONDISION$�F�59 . I —SANITARY ` V 4.68 n 5Y5TEM N, / 'S,2 ••_ / R1v{�j / H r / `♦\ / � �rJ 4.4 jr. 4.67 +4.SL4.23 * 2 { � 0.52 �` 13 ♦° , y C,D / ' �b rL� LANDWARD LIMITOF TIDAL ``�y '° 3 ENGINEER'S CERTIFICATION kr� \ytl 4.21' ` '0' 7.08 \GQ /\ ''' a. PLr .t1'" 'h WETLANDS AS DELINEATEDBY - ( - °♦ Ffl \ 3\ , 5 YOUNG&YOUNG ON 02/23/2021 - (y / >/,G)` PROPOSED DRY WELL 'lOi aS� / EXISTI GSA NITARY STRUCTURES ��`• . 1 `F�t�4' �A TIE-LINE ALONG APPROXIMATE TO BE REMOVED IN ACCORDANCE `�/ •c ♦` pig HWM COCATED ON 2/23/21 - --.� WITH SCDHS STANDARDS \ 3.82 R ° Ati��.° �+'y� - J•.yi1u•=='-J•.t;.. �".. „... jr r NON-D257UR9ANffBUFFER, aC y ��9 f •� yJ� PUTE NDWITHNATIVE SALT r -fP a y F'(-- � / O?�P - - TCLERANTVEGETARON 7 �• . h O^ 6. y \�sO ✓ •Y» try g _ °;. 00 \• / ' g3 .Tl S53°00'02"W /c` Ra 35.64' r;• I' 5 a N•� � ba HOWARD W.YOUNG,N.Y.S.L.S.NO.'45893n �.; a--+='�'•' , THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 \ g6 S 7 l (). .� FIXED METµ RAMP ��•• 2 -J U DOU6_LAS E.ADAMS,N.Y.S.P.E.N0.B0897 FWATIN6DOAc Gw F0! Southold TOyvn MAP PREPARED FOR p PROPOSED 2nd STORY ADDITION / Board of Trustees STEPHEN G. ®UBON dt g6� 6 ALTERATIONS TO EXISTING 1 STORY FRAME HOUSE I (Dwelling with Public Water) V ACQt UELINE M. DUBON E �J (3 BEDROOM,NO 85MT•) LOT 18 6 19.1FLEETWOOD COVE" FEEL=7.1 dt Cutchogue,Town of Southold Suffolk County,New York N i (Dwelling with Public Water) I BVIWING PERMIT PLOT PLAN \ I ` County Tmi Map D1so-(=t 1000 seRetort 137 ei«k 04 Lot 3.2 I NOTES FIELD SURVEY COMPLETED FEB.23,2021 MAP PREPARED MAR.29,2021 1.THE OWTS SHALL BE MODEL CEN-5 MANUFACTURED BY FUJI CLEAN USA. Record Df Revisions � '♦ - / (Dwelling with Public Water) 1' 2.THE DESIGN ENGINEER,FUJI GLEAN USA REPRESENTATIVE,AND SCDHS REVISION DATE •'' �' ` ,{/ REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWTS AND SCDH5 NOIA#1 SEP,07 2021 LEACHING SYSTEM.APPROVAL FROM ALL THREE PRIOR TO'BACKFLLL NY.SDEC oFr_�n�m1 I4 GENERAL AMFNDMFNTS APR O4 2ro2 i /J � �♦a� ♦ 1 3.THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OF-A NORWECO REPRESENTATIVE. _ ' F S /•\ I I 4.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE _ - - / ` MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES(SCDHS)PRIOR TO APPROVAL OF THE VA OWTS REGISTRATION BY THE SCDHS IN ACCORDANCE - (Dwelling) I WITH ARTICLE'19 OF TH 30 0 15 30 60 90 b E SUFFOLK COUNTY SANITARY CODE.' - -- , ' I = . . Qo (Dwelling) ( 5.THERE ARE NO PRIVATE WATER SUPPLY WELLS WITHIN 150'OF THE Scale:1" 30' SUBJECT PROPERTY. JOB NO.2021-W20 - DWG.2021_0020-by-plotplan I OF 3 400 Ostrander Avenue,Riverhead,New York II90I tel.651.721.2505 Fax.651.'721.0144 ouq d gouq Howard W.Young,Land surveyor Thomas G.P401port,Prop 15191n a Dovcala5 E.Adams,Pro? a:55.;om EmqIn'a'e'r' SKEET AIR VENT CAP MFG BY TVF-TITS OMIN FROM ANY DOOR OR WINDOW) COVER LOCKINL-7 COVER 5005=qo a P15ER Robert G.Toot,Architect MFG BY POLYLOK Robert Stromsk],Architect CONNECT 5'PVC VENT LINE FZIM=62 TO VENT HOLE IN OMT 6 MIN. —5'MIN.— Z --TRENCH-- 6 PVC,PIPE MIN. MIN. HEALTH DEPARTMENT USE 2 STORY 15ER5 4 COVEP5 4'PVC, PE PI FRAME HOUSE S02.0056MIN. /INITH SAFETY LIDS 0 1.00%MIN.(5 BEDROOMS) M-16 BY TUF�TITE(TYP) SEOTExTILF FFF-:L=7.1 BARRIER RIM=(0.'7 1.5 SLOPE EL=5.-7 SAND I TOP OF PIPE AIRLINE---gyp S—D 0111- ENT EL-45 5" r V f HOLE IE=4.5 I.=4.4 [E=43 ... IE= PROVIDE GLEAN \T IE-1530 Z . ..4.2 507 EL=3-2 FACE OF BUILDING SEE OF-TAIL FOR r.EO5)WTHETICj b 2! HIGHEST EXPECTED(51ri EL=(.2 OKTS COMPONENTS 4121A.PERFORATED PIPE A66RE(SATE c-4� H IC --L H16HEST 2'DIA-POLYPROPYLENE GRAVELE55 ABSORPTION EXPECTED BOT=0-2 DISTRIBUTION BOX 11;ZENrFr.(6 SF) 6A El-c1.2 W 12'X[2"Xq' ,.BY POLYLOK TOTAL-46 LF CONCRTYR.ETE BEAOF 2)LONG PRO E:M-/ MDL05Ot-?-C,2j OR APPROVED E12UAL We.By EL-04 4ORPORAVON ( VIDE END CAP LEVELING DEVICE MDL s43 OR APPROVED EQUAL 500 GAL.I/A OKM MOL#SL-4 MF6 BY TUP-TITS OR MDL.CEN-S MFG.BY FUJICLEAN USA APPROVED FPROVEV EQUAL FOR ALL DISTRIBUTION OULET PIPES HYDIRLAIJUC, PROFILE NTS BUOYANCY CALCULATIONS R'S CERTIFICATION ENGINEER'S OWTS ONE(1)ONTS MDL".CIEN-5 MFG.BY FUJI CLEAN USA)NEI&W5 347 LOS,REPRESENTING THE DOWNWARD FORCE FOR THE STRUCTURE. T THE PROPOSED 9TPJ.� TURE WILL BE PARTIALLY SUBMERGED TO A DEPTH OF 1.00' 0 h (1.20 MINUS 0.20). 4"DIA,PERFORATED PIPE d PERMEABLE BACKFILL THE VOLUME OF GROUNDWATER DISPLACED BY THE STRUCTURE V AREA x (SEOTEXTILE SUBMERGED DEPTH(I.q0)(4.02)(1.00)='51.6 CF &EOSY.THETIC, EARMER K AGGREGATE THE IAIE16HT Or THE WATER DISPLACED BY THE PARTIALLY SUBMERGED STRUCTURE Vi HOWARD W.YOUNG.N.Y.S�E.S.NO.45893n 31.0 CIF x 62.4 LBS.MR Or 6 Iqi5-4 LBS. -riqomAs C.WOLPERT,N.Y.S.P.E.NO 61483 so 'VIZ"I Z `�5 DOUGLAS E.ADAMS,N.Y.S.P.E.,NO. 897 APPLYING A 5AFETY.FACTOR OF I.5_114E UPWARD Fokce(BUOYANCY)EXERTED ON > THE PARTIALLi'SUBM!ER&W STRUCTURE 19 Iq 64 x 1.5-2g76 LB5. z THE DOWNWARD FORCE OF 597 LBS.15 LESS THAN THE UPWARD FORCE(INCLUDING SAFETY FACTOR OF 1.5)OF 2,97b LBS.AND,THEREFORE,AN ADDITIONAL 2;5'19 LISS. OF DOMANARD,FORCE IS NEEDED. MAP PREPARED FOR USABLE SOIL USE(2)12'xI2'x9'LON6 CONCRETE BEAMS-15.0 CIF (1-60 MINANCH STEPHEN G. bUBON THE ADDITIONAL DOWNWARD FORCE PROVIDED=15.0 CP x 150 LB5.AC.F=2,700 LBS. PERCOLATION RATE-) z 4'TO ADJACENT TRENCH JACQUELINE M. MON LOT 18 A 19"FLEETWOOD COVE'' =4 1 I[=, 1-1 1 ) HIGHEST EXPECTED 6N EL=0.50 at Cutchogue,Town of Southold 5 UNSUITABLE SAND SHALL BE Suffolk County,New York FIN.GRADE 12 WITH IH SAND RATED AT 5P OR 5A STARLF-55 STEEL EYE LEACHING TRENCH SHALL SAND MEETING ASTM F BUILDING PERMIT PLOT PLAN BOLT(TYP.OF 4) BE EXCAVTED DOM TO SPECIFICATION C55 County Tax Map Dalrkt 1000 r..u. 137 ei-k 04 L.1 3.2 CE'N-5 CORROSIVE RESISTANT SAND RATED AT SP OR SH 73 EPDXY COATED FIELD SURVEY COMPLETED STRAPINS,(TYP.OF 4) FEB.23,2021 ANCHOR EYE BOLT MAP PREPARED MAR.29,2021 (TYP.OF 4) HIGHEST &RAvELE55 AB50pzprim TRENCH 5EC.TION Record of Revisions EXPECTED M76.BY ELJEN CORPORATION MOL#545 Se-ALE,NTS REVISION DATE OR APPROVED EQUAL AFLHS N014#1 S -07 2021 E C E 9 GENERAL AMENDMENTS APR-04 2022 - V E 12"Xt2"X9'LONG CONCRETE BEAJ-15 END VIEW DETAIL JUN 2 4 2022 SCALE: NTS Scale'.NTS JOB NO.2021-0020 Southold Town DW&.202LO02OLlop-plovIon 201`3 board ot I rustees Ilold+old-dq-OZ00 iZOZ'eM0 - - - - 'OZ00-IZOZ'ON e0l I SIN:aio0g It1�A g-9 NOI LOSS MaIA V-V NOLIORS 3 AIROSStl'to 3 " MH3N 77HOa3 � I-.vi 31tlJS timac o 8 VG 2uTMg1Q It-1n1o�1S UN3WY WGM99 1203 0Z'�34 'LLVQ O d3 IO - Alew3SStl , 31YU NOISIA3a VSf)ueajD ICnd N II1nln7al73 s-s ® SUOISlna�;o paooaa T202'62'i VW 0MVI:13lld dVW 1203'eve3d Q313 MOO SAWS U13.0 g Z'£ 1*1 40 1-18 L61 ,9116Fs 0001 1"1" duW iol,4unoo rx tlIH3Vl 17n1N07 3dA1 Hann N 1d 101d l,M13d 9NIQWG 2� N - 9NIN3dI1 Al1l � mjo/,mZN'4unoj)Holing SIN ,3-rV;S 3lnHNtlH.9 <ItlNHI1�31t3HN[S] dAl)310HNnw,r2 dAl)3101NtlN,81 dAl)3lHHNtlw,Hl N pioy�nos jo umo_L .6oyo}n�}n �N 418 orris 3791100 MHIt1 AIV'Id 3 AA09 Q00M1331dN 611?81101 El 014I143d0 7NINtl3l7> 'V)9111113dH AHne MGM 'W 3NI'13na�dr 3x 111 .2 f' d, MOff73.Sb slalgel aopolg0 (IeNondO.Tu¢Ix)o!nQ . f N®Ena '9 N3Hd31S ` oolHJ/dd/DAd wano0 EEgd!d o as/aa/�na m.a ® ® � denH 131NI 403 Q3'dVd321d dVW dad PF, lN3nv dwna Len aitl ❑ m3o 8'Z »mole %LS dell o�r3IN. . ad/dd mpW olq=v -NV3�7 %91 oteg um. 3d/dd/0Ad vq o!4moV p=C lfl0 "-... %Z£I o111H !d I ad I dd 1 pyq o!q==V Y 1° �G3�1(1F)3b SNOI1YOId1Oad$ 3did 1311n0 - d 1TM.b L6808'ON'3'd'S'n'N'SWYOY 3 SY'19I[OU Sd H19N3'T EftT9*ON'7d'9 KN°1a3d'10M 7 SVWOHL \ (ltlNHlldH)a3HNnA7 r„ •ti.'y�y \\ Ve685b'ON'S'1'S'n'N'9Nf10n'MUtlVMOH `MOB^� _ 64L •a=!0AINol - - 'NM133JNISJ nqu-D-.pooba!g!U dwnd 1!n aln �' s £9 laqu Da molS NmLvm7aI33 N 1�'��.f 7�,'e -��•�y�ti,�.` - ❑ - age�J4 uoi'IQwi!!ed�L 7o eoow9o0laocYLZI bo - ol_ 8LZ -4JAgm C LLZ g ne wnas \jy_ y'l�: �0,• �°� ( omoloA 3d1d NM-V'H1N3A llNfl 53RI394137 NOI1V.7IdI12l3.7 5,'d33NI9N3 1 'okA llWbgd �(� dos. uaallooan� swb3is�3a��otiaad s1N W'vN9Y10 3N1-1-3NO 1VV1'1.03-3 NZM079 V -I3N'dd -10�:UN00 xo9 aJnds S1Mo -r NVd NV3178'h1 O1 ;b10 ,) '10241N07 T33M0"19 Ol Namo-l9 211V Ed19W0♦-ai 31'S GNnolss ,l"IddfiS 72LL73'13 _ 3C'db9'Nld S1MO N'ValVirnzi - 01 3Nl_1 NIV I 1 Q �IMGTIVH ' 3 srogoH'6 SI'S 73NVd ,l9 9d{-1.7„TL3l"10?11N07 371lVW DyO540I''lCl^1 BNva S2+fIS0�7N3. 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'� ^.��ji'��~ 'V'��i'• ♦ h. �t �' .. �.,•. ��r. .: _ -� -`s` * aY e° { t1 x`'`} �Y t" .:''� 4 ,�r►� +� -.ti'. rrye4�}�v'7IC1 ,'"�} •. - r'. r a f •Ji I-r ' to r,�wtJ �? 1��4�.jw"' .y' �� R•-� `., 'Jr } "LID - w tw ,"� •'e `ei� „M,'T L 111tTt ��• �,� �i a "t �f i:� +n.• '� '��;•ram •,.� � •. ..�•�'J' � J.. JO ' A IV WiM J. 4 CC# : C21-35362 . rg ifl COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DEED recorded in my office on 12/22/2021 under Liber D00013135 and Page 184 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 12/22/2021 M E C E O V E SUFFOLK COUNTY CLERK D a. JON 2 4 2022 JUDITH A.PASCALE Southold Town Board of Trustees SEAL I IIIIIII IIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIII IIII I(IIIII IIIII IIIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 12/22/2021 Number of Pages: 5 At: 10 :49 :30 AM Receipt Number : 21-0216689 TRANSFER TAX NUMBER: 21-17421 LIBER: D00013135 PAGE : 184 District: Section: Block: Lot: 1000 137 . 00 04 . 00 003.002 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $300,000. 00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $25 . 00 NO Handling $20 . 00 NO COE $5 . 00 NO NYS SRCHG $15 . 00 NO EA-CTY $5 . 00 NO EA-STATE $125 .00 NO TP-584 $5 . 00 NO Notation $0 . 00 NO Cert.Copies $6.25 NO RPT $400 . 00 NO Transfer tax $0 . 00 NO Comm.Pres $0 . 00 NO Fees Paid $606 .25 TRANSFER TAX NUMBER: 21-17421 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County Ip ECE0ME JuN 2 4 2022 i Southold'Town Board of Trustees _ - 1 O 9 ve Number of pages RECORDED 2021 Dec 22 10:49:30 AM This document will be public :TUDITH A. F'ASCALE record. Please remove all CLERK OFSUFF;�LI COUNTY Social Security Numbers L [?CiOO13135 prior to recording. F' 184 DT# 1-17.421 Deed/Mortgage Instru�nent Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Mortgage Amt. Page/Filing Fee Handling 20. 00 EC E P- V E 1. Basic Tax ® 2. Additional Tax TP-584 Su b Tota1 Notation JUN 2 4 2022 Spec./Assit. w�. I or EA-52 17 (County) S bTotal Southold Town f' Spec. /Add. r Board of Trustees EA-5217(State) TOT. MTG.TAX p�T.S.Al0 Dual Town Dual County �`� � ®b Held forAppointment Comm. of Ed. S. 00 Transfer Tax Dytf AI (',; ;, 12-0 UD A t! Affidavit Mansion Tax rtifiedCop The property covered by this mortgage is "� or will be improved by a one or two NYS Surcharge 115. 00 family dwelling only. Sub Total Other YES or NO Grand Total y If NO, see appropriate tax clause on page# of this instrum nt. a 2 t 003.002 5 Community Preservation Fund 4 Dist. 21066196 Real Propert P T S Consideration Amount$ Tax e 22 DPI#_ II�I�I�A 'I� �� -DEC-2 Agency -CPF Tax Due $ - -6 d Verification Improved Satisfactions/Discharges Releases List Property Owners Mailing Address 6 RECORD•&RETURN TO: Vacant Land RICHARD S. DILLWORTH, P.C.. 3342 GLACIER LANE TD SANDY, UTAH 84092 TD TD Mail to: Judith A. Pascal, Suffolk,County Clerk 7 Title Company Information 310 Center Drive, Riverhead,• NY 11901- www.suffolkcountyny.gov/clerk Co. Name PECONIC ABSTRACT, INC. I Title#CTSY RECORDING 8 Suffolk Co6nty Recording & 'Endorsement Page This page forms part of the attached DEED - made by: (SPECIFY TYPE OF INSTRUMENT) EST. OF JAMES G. DUBON The premises herein is situated in SUFFOLK COUNTY, NEW YORK. TO In the TOWN of SOUTHOLD STEPHEN DUBON and JACQUELINE M. DUBON In the VILLAGE or HAMLET of CUTCHOGUE BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over P T 'S. Doc ID: 21066198 FZ. LPA A 2_DECI_2 Tax Maps District Secton Bloc Lot School District Sub Division Name 1000 13700 0400 001001 1000 13700 0400: 003002 I I ® EC E0WE JUN 2 4. 2022 i Southold Town . Board of Trustees I i I 1 I r Form 8(. ;3/00)12-70-6M—Administrator's Deed(single sheet) CONSULT YOUR LAWYER BEFORE SIGNING THIS'INSTRUMENT—THUS INSTRUMENT'SHOULD BE USED BY LAWYERS ONLY. THIS INDENTURE,made the 2nd day of August,2018 BETWEEN i• Stephen DuBon.. 'residing at 313'Bixley�Heath Lynbrook NewtYoYk, ' as adminisirator(trix)Of the Estate of James G.DuBon,&a James Gerard DuBon late of Suffolk County,who died intestate on the 25th day of June,2016 party of the first part;'and Stephen DuBon and Jacqueline M.Dul3on,his wife residing at 313 Bixley Heath,Lynbrook,New York, party of the second part, WITNESSETH,that the party of the first,part to whom letters of administration were issued to the party of the first part by the Surrogate's Court, Suffolk County',New Yolk,on'July 27,2016 and by virtue of the power.and authority given by Article 11 of the Estates,Powers and Trusts Law,and in consideration of THREE HUNDRED THOUSAND($300,000.)dollars, paid by the party of the second part,does hereby grant and release unto the party of the second part,the distributees or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being in the SEE ATTACHED LEGAL DESCRIPTION:SCHEDULE"A" TOGETHER with all right,title and interest,if any,of.theyarty of the first part,in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances,and also all the estate which the said decedent had at the time of decedent's death in said premises;and also the estate thereiti,'which the party'of the first part.h'as of has power'to tconvey,or dispose of,whether individually,or otherwise;TO HAVE AND TO HOLD the premises herein:granted unto the party of he second part,the distributees or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of,the first,pa[t_hasmot done-or suffered anything whereby the said premises have been incumbered in any way whatever,except as aforesaid. Subject to.the trust fund provisions.of section thirteen of the Lien Law. The word"party""shall be construed as if it read"parties"-whenever the sense of this'indenture•so requires. IN WITNESS WHEREOF,the party of the first part has duly'executed'this deed the-day and year first above written. IN�PRE C Step neh DuBon,as Administrator t JU� 2-`4 2022'n I Southold Town Board of Trustees i I ACITOWI�EDGE1WIvT TAKEN IN NEW_YORK STATE , AC :JWLEDGENT ,. TATE TAKEN IN NEW YORK S State of New York,County of Nassau,ss: State of New York,County of , ss: On the 2nd day of August in the year 2018, before me, the On the day of in the year , before me, the undersigned, personally appeared Stephen DuBon, as undersigned, personally appeared , personally known to administrator of the Estate of James G. DuBon, personally me or proved to me on the basis of satisfactory evidence to be known to me or proved to me on the basis of satisfactory the individual(s)whose•name(s)is(are)subscribed to the within evidence:.to, be. ,the,. individual(s) whose. name(s) is, (are) instrument and acknowledged to me that he/she/they executed subscribed to the within instrument and acknowledged to me the same in his/her/their capacity(ies), and,that.by his/her/their that he/she/they executed the same in his/her/their capacity(ies),. pignature(s).on the instrument, the individual(s), or the person and that by his/her/their signature(s) on the instrument, the upon behalf of which the individual(s) acted, executed the individual(s), or person upon behalf of which the instrument. individuals)acte. e ute instrument. NOTARY PUBLIC, NOTARY PUBLI l�at�yy i=,�i�ii�•`•�•- ?;Jis� :• U��o - ' ACKNOWLEDGEMENT TAKEN OUTSIDE NEW YORK ACKNOWLEDGEMENT BY SUBSCRIBING WITNESS": + STATE; TAKEN IN NEW YORK STATE State of ,County of ss: State of New York,County of ss: On the. day of in the;year , before me, On.the :day.of in the year ,.befbm ire; the;,:the undersigned,personally;appeared personally known to undersigned;'a,Notary Public tn-and for said,State; personally ' me or,•proved-toi nle on the'basis of satisfactory evidence to be appeared the subscribing 'witness" 'to the foregoing the individual(s)whose nam'6(s)is(are)"subscribed to the within instrument, with whom I am personally acquainted, who, being instrument and acknowledged to me that he/she/they executed by me duly:sworn, did depose;and say that he/she/they reside(s) 'the'•same -in 'his/her/their capacity(ies), that by his/her/their in (if the place of residence is in a city,include the street sigiiature(s) on the' "instrument, the individual(s) or the person and street number if any,thereof);that he/she/they know(s) .upon :behalf,of.,•which, the Andividual(s) acted, executed the to be the individual described in and who.executed,.the ;instrument, and that such individual make such appearance foregoing instrument;that said subscribing witness was present, before the,undersigned,-in the.,,,,, (add the.city.or political and saw said execute the same; and that said witness at subdivision and the, state or country or other place the the same time subscribed his/her/their name(s) as a witness acknowledgement was taken). thereto. NOTARY PUBLIC NOTARY PUBLIC ® ECG EAVE L 2022 Southold Town � Board of Trustees Administrator's Deed COUNTY:Suffolk TOWN/CITY:Cutchogue Estate of James G.DuBon PROPERTY ADDRESS:5605 Stillwater Avenue TO Stephen DuBon and Jacqueline M.DuBon SECTION: 137 BLOCK:4.00 Title No. LOT:3.001/1.000 i RETURN BY MAIL TO: DISTRIBUTED BY p� RICIIARD S.DII,LWORTH,PC 7'S�7 LDS YJ rt'D'PZ 1\.Li.- JUDICIAL TITLE $ i3 Li G { C i e-- L r' T:800-281-TITLE F:800-FAX-9396 v e_,-u C1 h F t•t O tilao ` r+v Peconic Abstract, Inc. Schedule A Description 1000-137.00-04.00-001.001 AND 003.002 PARCEL 1 ALL that certain plot; piece or parcel of land, situate, lying and being in the Township of Southold, Suffolk County, State of New York, known and designated as Lot 18 and p�rt of Lot 19 and p/o right' of way on a certain map entitled, "Map of Fleetwood Cove", filed on July 1, 1928, Map Number 1263, and being more particularly bounded and described as follows: BEGINNING at a point on the southerly line of Stillwater-Avenue distant 250.00 feet easterly from the corner of formed by the-intersection of the southerly line of Stillwater Avenue with the easterly line of Fleet Neck Road; RUNNING THENCE North 55 degrees 15 minutes 00 seconds East, 91.00 feet to a point; THENCE North 85 degrees 22•minutes 00'seconds East, 66.00 feet to a point; THENCE South 34 degrees 45 minutes 00 seconds East, 54.47 feet to the high water mark of Eugene Creek; THENCE South 55•degrees 14 minutes 20 seconds West, 107.36 feet to a point; THENCE So i th 59 degrees 32 minutes 20 seconds-West, 40.84 feet to a point; THENCE North 34 degrees 45 minutes 00 seconds West,.84.65 feet to the point or place of BEGINNING. ' "Includes part of southerly side of Stillwater Road by supreme court,order no. 2858" 113 C� C EJUN 2 4 2022Southold Townoard of Trustees I i b,0 . q'v Peconic Abstract, Inc. Schedule A Description P/O 1000-137.00-04.00-001..001 PARCEL 11 ALL that certain plot, piece or parcel of land, situate,.lying and being in the Township of Southold, Suffolk County, State of New York, known-and designated as part of Lot 19 on a certain map entitled,."Map of Fleetwood Cove", filed on -July 1, 1928, Map Number 1263, and being. more particularly bounded and described as fol�ows: BEGINNINGIat'a point on the southerly line of Stillwater Avenue distant 341.00 feet easterly from the corner of formed by-the intersection,of the southerly line of Stillwater Avenue with the easterly line of Fleet Neck Road; THENCE North 85 degrees 22 minutes 00 seconds East, 66:00 feet to a point; THENCE South 34 degrees 45'minutes 00 seconds East, 30.47 feet to the point of beginning; THENCE North 89 degrees 40 minutes 53 seconds East, 42.43 feet to a point; THENCE South 55 degrees 14 minutes 20 seconds West, 35.00 feet to a point; THENCE North 34 degrees 45 minutes 00 seconds West, 24.00 feet to the point or place of BEGINNING. "A 1/9tt' undivided interest, for the purpose of access to Eugene'Creek by foot only" E C E WE J U N 2 4 2022 Southold Town Board of Trustees I _ I •••,.•"`.,•• a .xa"r 3avac w.uuaK.>,twn 5 _ _ 1£� w� __.. v ua.aoer ouvoauv nnwueyww n _ ,atr a .,u,., _ �.. i.�j ,,,,.,N...,. —_— �M" _—_—•____ __ 77 H aiolunos v, 3 M __ - � � to 3,re xxivaur�vwe,n>+, fit' c .L rit d�leag , •-• _____ O —_.—�wr—.,,. __�,'.' o off wi�3s owt o, a�ioN OO )nw:i sAo AlNno� t •_ w, —�— .M, 3 Im 'ere i; CPO �,�.M�c,73t i \ •�> 1 1 a+ �'O I J \�d \ j" � `, �°� � Q � v�� 1v <tip�'" �� '� /r•, 7`�. `'ri r � � 1.y, dp tt ,, *. •,./ /J., �/! ir/ wol t e t T ^ ^ �i Ar 114 k 0 OFFICE LOCATION: MAILING ADDRESS: P.O. Box 1179 Town Hall Annex 54375 State Route 25 � � Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold NY 11971 ;� Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: April 17, 2023 Re: LWRP Coastal Consistency Review for STEPHEN & JACQUELINE DUBON SCTM# 1000-137-4-3.2 Young & Young on behalf of STEPHEN & JACQUELINE DUBON requests a Wetland Permit for the existing 1,118sq.ft. one-story dwelling and for the demolition and removal of certain existing structures (project meets Town Code definition of demolition), within and outside of the existing dwelling to facilitate construction of the proposed additions and alterations consisting of a proposed 45sq.ft. addition to northeast corner, and a 90sq.ft. addition to southeast corner for a 1,195sq.ft. total footprint after additions; construct a 1,195sq.ft. second story addition; a 70sq.ft. second story balcony; replace and expand existing easterly deck with a 320sq.ft. deck with 69sq.ft. of deck stairs to ground; replace and expand existing porch with a 40sq.ft. porch and 20sq.ft. porch stairs to ground; install one (1) new drywell for roof runoff; abandon two (2) existing cesspools and install a new IA/OWTS system consisting of one (1) 500 gallon treatment unit and 46 linear feet of graveless absorption trenches and for the existing 84sq.ft. shed. Located: 5605 Stillwater Avenue, Cutchogue. SCTM# 1000-137-4-3.2 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 and the records available to me, I recommend that the proposal is CONSISTENT with LWRP Policies and with the LWRP. To further Policy 6, expand the non-disturbance buffer to include the adjacent areas of the high marsh. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: August 9, 2022 Re: LWRP Coastal Consistency Review for STEPHEN & JACQUELINE DUBON SCTM# 1000-137-4-3.2 Young & Young on behalf of STEPHEN & JACQUELINE DUBON requests a Wetland Permit for the existing 1,118sq.ft. one-story dwelling and for the demolition and removal of certain existing structures (project meets Town Code definition of demolition), within and outside of the existing dwelling to facilitate construction of the proposed additions and alterations consisting of a proposed 45sq.ft. addition to northeast corner, and a 90sq.ft. addition to southeast corner for a 1,195sq.ft. total footprint after additions; construct a 1,195sq.ft. second story addition; a 70sq.ft. second story balcony; replace and expand existing easterly deck with a 320sq.ft. deck with 69sq.ft. of deck stairs to ground; replace and expand existing porch with a 40sq.ft. porch and 20sq.ft. porch stairs to ground; install one (1) new drywell for roof runoff; abandon two (2) existing cesspools and install a new IA/OWTS system consisting of one (1) 500 gallon treatment unit and 46 linear feet of graveless absorption trenches and for the existing 84sq.ft. shed. Located: 5605 Stillwater Avenue, Cutchogue. SCTM# 1000-137-4-3.2 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposal is CONSISTENT with LWRP Policies and with the LWRP provided that the Board: 1. Clarify the use and ownership of the right of way where the sanitary system and wall are proposed. The right of way connects to Stillwater Road. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney R EC EOVE , . November 15, 2021 JUL 2 8 2022 Revised June 21, 2022 Revised July 28, 2022 Southold Town Board of Trustees ATTACHMENT TO BOARD OF TRUSTEES APPLICATION prepared for Stephen Dubon & Jacqueline Dubon at Cutchogue, T/O Southold, New York SCTM # 1000-137-04-3.2 General Proiect Descriotio.n. The project consists of constructing two small first floor additions and a second story addition and second floor balcony to an existing 1 story frame house. The project also includes expanding an existing wood deck, abandoning an existing sewage disposal system, constructing a new sewage disposal system (IAOWTS), and new storm water control structures for roof runoff. The project also includes the demolition and removal of certain existing structures within and outside of the existing 1 story frame house to facilitate construction of the two small first floor additions, the second story addition, and the expanded wood deck. Detailed Proiect Description The subject property is occupied by the following structures: 1 Story Frame House 1,118 sf Shed 84 sf Decks 432 sf 2 Existing Cesspools i Page 2 of 2 KC E Q V E July 28, 2022 L 2 8 2022 The following improvements are proposed: uthold Town rd_of_--Trustees First Floor Addition (NE Corner) 45 sf First Floor Addition (SE Corner) 90 sf Second Story Addition 1,195 sf Second Story Balcony 70 sf Expand Existing Wood Deck 320 sf New Wood Deck Stairs 69 sf Expand Existing Porch 40 sf — Expand Existing Porch Stairs 20 sf Abandon 2 Existing Cesspools Construct 1 New Drywell for Roof Runoff Construct New Sewage Disposal System (IAOWTS) consisting of one (1) 500 gallon treatment unit and 46 linear feet of graveless absorption trenches. The following structures will occupy the property upon completion of the proposed construction and site improvements: 2 Story Frame House 1,195 sf footprint Shed 84 sf Side Deck & Stairs 389 sf Front Porch & Stairs 60 sf Second Story Balcony 70 sf Drywell for Roof Runoff Sewage Disposal System (IAOWTS) — one (1) 500 gallon treatment unit and 46 linear feet of graveless absorption trenches. John G.Stein,Chairperson CIO Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 'F Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., January 12, 2022 the following recommendation was made: Moved by John Stein, seconded by Carol Brown, it was RESOLVED to NOT SUPPORT the application of STEPHEN DUBON & JACQUELINE DUBON to construct two first-floor additions and a second-story addition to an existing one-story frame house; construct a second-story balcony; abandon existing sewage disposal system and construct new I/A septic system; and expand existing wood deck. Located: 5605 Stillwater Ave., Cutchogue. SCTM#137-4-3.2 Inspected by: John Stein, Carol Brown The CAC does Not Support the application, as submitted. There is not enough information to make a determination, and there are insufficient setbacks. Vote of Council: Ayes: All Motion Carried YOUNG &YOUNG Telephone (631) 727-2303 400 Ostrander Avenue Facsimile (631) 727-0144 Riverhead, New York 11901 admin@youngengineering.com HOWARD W. YOUNG, Land Surveyor THOMAS C.WOLPERT, Professional Engineer DOUGLAS ADAMS,Professional Engineer/Geologist ROBERT STROMSKI,Architect o �YJnp DEC June 21, 2022 JUN 2 d 2022 Town of Southold Board of Trustees Town Hall Annex Southold Town Board of Trustees 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 RE: Single Family Residence STEPHEN DUBON &JACQUELINE DUBON 5605 Stillwater Avenue Lots 18 & 19, "Fleetwood Cove" at Cutchogue, T/O Southold, NY (21-0020) SCTM No.: 1000-137-04-3.2 Dear Members of the Board: Enclosed are the following items: 1. one (1) original & three (3) copies—Applicant Transactional Disclosure Form (signed by me as Authorized Agent for Applicants), 2. one (1) copy— Deed recorded in the County Clerk's Office on December 22, 2021 under Liber D00013135 and Page 184 indicating that Stephen Dubon and Jacqueline M. Dubon are now the record owners of this property, 3. one (1) copy—'NYSDEC Tidal Wetlands Permit effective May 23, 2022 through May 22, 2027, 4. one (1) copy— Building Permit Plot Plan (Sheets 1-3 of 3) last dated April 4, 2022 bearing the NYSDEC stamp of approval dated May 23, 2022, 5. four (4) copies—Attachment to Wetland Permit Application last dated June 21, 2022 (Detailed Project Description), and Planning Engineering Land Surveying Page 2 of 2 June 21, 2022 6. four (4) prints — Building Permit Plot Plan (Sheets 1-3 of 3) last dated April 4, 2022 depicting the existing conditions and proposed improvements. We understand that submission of these documents enables you to complete your review of this application. If you have any questions or require any additional information, please contact US. Very truly yours, Thomas C. Wolpert TCW/cw Encl. cc. Mr. Stephen Dubon + encl. + 1 print November 15, 2021 Revised June 21, 2022 ATTACHMENT TO BOARD OF TRUSTEES APPLICATION prepared for Stephen Dubon & Jacqueline Dubon at Cutchogue, T/O Southold, New York Protect Description The project consists of constructing two small first floor additions and a second story addition and second floor balcony to an existing 1 story frame house. The project also includes expanding an existing wood deck, abandoning an existing sewage disposal system, constructing a new sewage disposal system (IAOWTS), and new storm water control structures for roof runoff. Detailed Protect Description The subject property is occupied by the following structures: 1 Story Frame House 1,118 sf - --------Shed _.84 sf- - -- -- - -- Decks 432 sf D E C E D V E 2 Existing Cesspools JUN 2 4 2022 The following improvements are proposed: Southold Town Board of Trustees First Floor Addition (NE Corner) 45 sf First Floor Addition (SE Corner) 90 sf Second Story Addition 1,195 sf Second Story Balcony 70 sf Expand Existing Wood Deck 320 sf New Wood Deck Stairs 69 sf Expand Existing Porch 40 sf Expand Existing Porch Stairs 20 sf Abandon 2 Existing Cesspools Construct 1 New Drywell for Roof Runoff Construct New Sewage Disposal System (IAOWTS) consisting of one (1) 500 gallon treatment unit and 46 linear feet of graveless absorption trenches. The following structures will occupy the property upon completion of the proposed construction and site improvements: 2 Story Frame House 1,195 sf footprint Shed 84 sf Side Deck & Stairs 389 sf Front Porch & Stairs 60 sf Second Story Balcony 70 sf Drywell for Roof Runoff Sewage Disposal System (IAOWTS) — one (1) 500 gallon treatment unit and 46 linear feet of graveless absorption trenches. D EC - E0VE JUN 2 4 2022 Southold Town Board of Trustees R Glenn Goldsmith,President Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President, P.O.Box 1179 John M. Bredeme er III t Y Southold,New York 11971 Michael J. Domino Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 Rz ®UNT1 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application _,' Wetland Permit Application Administrative Permit ! I { Amendment/Transfer/Extension IV O V 2 4 2021 Received Application: Received Fee: $ 25b.®0 Completed Application: Sokithcaics'r�awil Incomplete: Board of SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: _zCoordination:(date sent): I/ L Consistency Assess ent Form Sent: Z CAC Referral Sent:. 71 a` Date of Inspection: •1l ZI Receipt of CAC Report: Technical Review: Public Hearing Held: . Resolution: Owner(s) Legal Name of Property (as shown on Deed): _Sfe-ehen Duloon -J"�cciL�e1P�1�?�ubcrl Mailing Address: 313 O! d&i ,z H ecxfh L vnbrOO fit ICY 0 5-&3 z Phone Number: 3447—2�N --50,Z+ - Suffolk County Tax Map Number: 1000 - Property Location: 676067 5 f 1 rt1 cc f e� �1/e�)tl� G'ut^C7 oa uP� (If necessary,provide LILCO Pole#, distance to cross streets,and location) AGENT(If applicable): y0l�t�G� �' �i?Lrtj�, �9ffrl 72 pi ,�qas C Mailing Address: 400 Os-tren de-r 14yfm ur--- n/Y / 11201 Phone Number: 6-3e--72-7-220'- Email: tc ✓&` oun enol zf c a d- 31 Board of Trustees Apt-==cation GENERAL DATA Land Area(in square feet): Area Zoning: Previous use of property: Intended use of pfoperty: Covenants and Restrictions on property? Yes No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? . t-� .Yes . No If"Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes r/ 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.? Yes No Does the structure (s) on property have a valid Certificate of Occupancy? t` Yes No Prior permits/approvals for site improvements: Agency Date No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? y' No Yes If yes, provide explanation: Project Description(use attachments if necessary): Consuf� c`F two small I sr-Floor cic1c#601)a crud. of 2Ad s-i&r'y aced FHon fo an ei .2.ncl S-fo y baI cony bc?ndon e-xi 5 nc, SevtJact� CQispos-a( fz fe/n Con sfiucf- n Iry Sefva9e- d/spo / sysle�.`'� �-, 0 w j s), Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Con5fn4c+ TWO --YMa11 157- -r/oof— cra �fia�s c?nd q 2nd add[Hon * an e�u'sfi�� l S�r� itrn�l2oc�s� Consfi-uc-F ce .2ncl stor� hodcon�j m 146anck;n ex!sfin�i 5eWa�j-e- d 15 po 5al S y stem b C'on sfo uof n e�,r/ s��ir/c�� G�js,�nsa� s'ysn-� (Z q oW7-s) . Expand exi'S�inS wood drc�c, Area of wetlands on lot:. square feet Percent coverage of lot: 14-,0 % Closest distance between nearest existing structure and upland edge of wetlands: • 0 feet Closest distance between nearest proposed structure and upland edge of wetlands: Za 0 feet Does the project involve excavation or filling? No Yes If yes, how much material will be excavated? . 10 .cubic yards How much material will be filled? 19 cubic yards Depth of which material will be removed or deposited: 4 feet Proposed slope throughout the area of operations: j_2 070 Manner in which material will be removed or deposited: An excaVc&r Wi Il b7- _y 5ed -�c t em ove-- and dep osi f W a-�eria r` lit r#-)i n W4,p— 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): T'h e rre wfl l Lino 4n-cf- 1Icdal U1afer--5 � l q,yn cry g l�Sul� ©� +ham UroDDSed Op,,-rCr&n S , I. ✓ b! November 15, 2021 ATTACHMENT TO BOARD OF TRUSTEES APPLICATION prepared for Stephen Dubon & Jacqueline Dubon at Cutchogue, T/O Southold, New York Proiect Description The project consists of constructing two small first floor additions and a second story addition and second floor balcony to an existing 1 story frame house. The project also includes expanding an existing wood deck, abandoning an existing sewage disposal system, constructing a new sewage disposal system (IAOWTS), and new storm water control structures for roof runoff. ,f. i 61 Z20 Appendix B Short Environmental Assessment Form Instrudions#'or.'Comnleting Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I-Project and Sponsor Information Name of Action or Project: S+� n Du bon ct cael(n c. Du6on Project Location(describe,and attach a location ap): 5'6 0 5 Sfi 11 Wafter AVen u e__ Cc rlCh e "e_ Brief Description of Proposed Action: Co n sfa4 c.+ -fwo 51-n a!l 1 57- f'/c2or adcJiha s an d G 2r)d 5for� adcfi-ian -�o an �xr°s-/l J sorry c��.houses disposer( sys-fcc-,rl � Cvns�t.eo� �]�i�/ se�u=5-�cl�s�o��s�' sys�en-� Ex ar c/ e__Xi s_7Y We)L9d dlevk. Name of Sponsor: Telephone: YOun d-` OQI) OrY) s C, Wo ,-J E-Mail: t-cU✓c afneer Address: 0 S�lrtZnr �il`' I'9 Il�l7VC�. City/PO: State: Zip Code: Rive-rhead /Ve° VX0"k 1 i go/ 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 a royal: N75 DFZ" 7'ir1al S1__V H-5 — Z D o o c� Lc�i Mi 3.a.Total acreage of the site of the proposed action? �j, (� acres b.Total acreage to be physically disturbed? _Q o acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? _ �a 'ZU acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban El 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? ❑ At/l Elb.Consistent with the adopted comprehensive plan? 6. is the proposed action consistent with the predominant character of the existing built or naturalIM .- YES landscape? � ❑ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: . 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? (❑ ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑ '❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO' YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: El fa 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: 7/?e— pco%eo - f nchwcleS can strt,/cA pn of n n n y✓ se y✓ate-cis a�s�.sf�'•» z�4®pit 7 Z E ' 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? a ❑ 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? }— b.Would the proposed•action physically alter,or encroach into,any existing wetland or waterbody? ❑ If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline ❑Forest ❑Agricultural/grasslands ❑Early 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? a EL NO YES v 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? Q NO [DYES ❑ b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO t�YES 5-korm Wcat' Will be•ciiacfed 4,0 fin-S7 �rre�n,f __ L-ecxlh;r,� �rolS czncf cln. 'vvells 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: . o a 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES. solid waste management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? 1f Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE 1S TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE 11-ln, 7-hCMa5 C. WO(Olev¢) PE. Applicant/sponsor name: YOCIn OL!n Date:_ I/'O V,, /S, 20�_J Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning D regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? F1 El 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)? a 5. Will the proposed action result in an adverse change in the existing.level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate a reasonably available energy conservation or renewable energy opportunities? El 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, El or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, a waterbodies,groundwater,air quality,flora and fauna)? ffT Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage LJ problems? u 11. Will the proposed action create a hazard to environmental resources or human health? El 0 Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PF�1fdT Page 4 of 4 r Board of Trustees Applioation AUTHORIZATION (Where the applicant is not the owner) I/We, 5fe-,hen L,1730n owners of the property identified as SCTM#1000- t 3 7— in the town of SOufho(01 New York,hereby authorizes YO� 4'Young A-Hn t Tho."as 0, Wot,��, P,F to act as my agent and handle all necessary work involved with the application process for permits)from the Southold Town Board of Trustees for this property. Property Owner's Signature Owners Signature SWORN TO BEFORE ME TTFUS DAY OF ✓ ,20 Notary Public Loredana Bertucci Notary Public-State of New York No.01 BE6261069 Qualified in Nassau CountY7 ! My Commission Expires May 7,20_ 1 T r— Hoard of Trustees Application AFMAVU 5+e ph-en Vu ►Oon� bA00 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. x &a -rij Si a of Property Owner a of operty O SWORN TO BEFORE ME.THIS DAY OF � ��° ,20_2�4_ Notary Public Loredana Bertucci Notary Public-State of New York i No.01SE6261069 Qualified in Nassau County My Commission Expires May 7,21 r y� APPUCANUAGENT/REPRESMUTM TItANsACTIONAL DiscLOSUIM FORM MID Town of Southold's Code of Et --bUstonflicis of intermst on the art oftown officers and REPIQ M The EmMg a of 11h6 corm is to smvide information which can alert the town of possi of hatend and allow it to tift whatever action is rtecessaryta'avoid same. 1 YOURNAME: Sf ephen IDu Bon a J pee-I� C` � 1b v ,+ v!60 1-1 (b ast nerd first nane,.ghiddle initial,unless you are applyingin the Dame of someone else or other malty,sucb as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erasion Approval of plat Moofing Exemption from plat or official map Other (if"Other',name the activity) Do you personally(or thmugh your oonipairy,spouse,sterling,patent,or child)have a relationship with orry o�ca or employee of the Tao m of Southold? "RcationsW includes by blood,urATiag{e or business bacresL"Business int=sr means a business, including a partnerships in which the town officer or empJoyce has even a partial ownership of(or employment by)a eohpohation in which the town officer or employee owns more than 5OA of the shares. YES NO Myou answered"YES",complete the balance of this form and date and sign where indicated- Namc of person employed by the Town of Southold Title or position of that person Describe the mlawnship between youlself(lhe applicaWaMnthepnsentative-)and the Gown officer or employee.Either check We appropriate line A)through D)arc%r describe in the space provided. The town officer or employee or his or her spouse,sibling,paten;a child is(check all that apply): A)the owner ofgreater than 5%of the skates of dr-corporate stock Offt appliceat (wbm the appli=tt is a eoiporation); B)the legal or bencliiciial owner of any interest in a non-boiipmate artily(when fire applicant is not a corporation} C)an officer,director,partner,or employee of the applicant or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of, 20 5igaattue .r f� y print Na � � ��o ��v��i Form TS l d4v ' �Z' Loredana Bertucci Notary 777 ► Public-State of New York No.018E6261069 �� ••� Qualified in Nassau County ------- M My Commission Expires Mey 7.20 t APPLICANVAGENUREPRESENTA.TIVE TRANSACTIONAL DISCLOSURE FORM the-Town ofSouthald's Code of Ethics prohibits'conflicts ofantereston.ihe Bart ofiown 6f6eers and emnlovees.The nuroose of: dhis'form is to provide inforination whicfi,can"alert tfie town:of possible conflicts,of interest and allow.it to`•take•whatever action is neeessaiyto avoid-same: YOUR NAME: (Last name,first name,middle initial-,unless youtdre applyinei.nthe name of someone else or other entity,such as a company.if so,indicat _the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance --_ Trustee ✓ Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map - Planning Other (If"Other`,name the activity.) Do you personally(orthrough-your_eompany,spouse,sibling,oarent;,or child)'liave:a,r6lationshipvith any officer'oi;emglo}'ee of the Town of.Southold? "Relationship"includes-,by blood;iitoxriiige,of businzs"s,iateresL``Business interest'means a business,including a,parincrship;:in +�hich the town officer or employee lies even a pa iial'ownership of'(or employment 6iy a corporation in which the town officer or employee owns more tham %of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold, Title or position of that person - Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%ofthc,shares of the corooratc'stock of die;app1jcant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity_ (when the---- applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of TUl1 20 2Z Signature Print Name 7`/-)0m S CC Form TS 1 A&C-mo i 4,d Sfe�h�r� (�ur3v� �- ✓a�Lrel��eDu�� 1 Board of Trustees Applic, ',.on PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NA NAME: T �V / -37 - a - r3 132- 3 - gym STATE OF NEW YORK COUNTY OF SUFFOLK , residing at , being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAILIRETURN RECEIPT. Signature Sworn to before me this Day of . 20 Notary Public IN UTI L' ' ' t U im H t: A 'K" I N G 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: STEPHEN & JACQUELINE DUBON SUBJECT OF PUBLIC HEARING: For a Wetland Permit for the existing 1,118sq.ft. one-story welling and for the demolition and removal of certain existing structures (project meets Town Code definition of demolition), within and outside of the existing dwelling to facilitate construction of the proposed additions and alterations consisting of a proposed 45sq.ft. addition to northeast corner, and a 90sq.ft. addition to southeast corner for a 1,195sq.ft. total footprint after additions; construct a 1,195sq.ft. second story addition; a 70sq.ft. second story balcony; replace and expand existing easterly deck with a 320sq.ft. deck with 69sq.ft. of deck stairs to ground; replace and expand existing porch with a 40sq.ft. porch and 20sq.ft. porch stairs to ground; install one (1) new drywell for roof runoff; abandon two (2) existing cesspools Find install a new IA/OWTS system consisting of one (1) 500 gallon treatment unit and 46 linear feet of graveless absorption trenches and for the existing 84sq.ft. shed. TIME & DATE OF PUBLIC HEARING: Wednesday, August 17, 2022 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of B a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS L All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions ineluding 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 broposed.action viiill die evalited as to ,its si fit ant. beneficial 40adverse effeets.ypbn;the coastal area which includes Bit df Soutko'lti'�`oyyri 3.: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in-the consistency review law. Thus,;6& answer must be exn'lained iin,'detail; listing Uotb scat ortin and iaob sttn= facts. If an action cannot be certified as consistent with the L'WRP policy standards and conditions;it sliall hat be idertaken. 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# 000 PROJECT NAME. S'+eph-erg Pubon 4 ,TCrCgae11oe_ Duloon The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees LJ l. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: Con-5*v - -two sm a i t anal cr f D an. �x i sfiy l :5-�oru -r"r- me_ h out, C'on sfn.«F- ct �nct -s{�r}�.,(aalc�y o �4/oc�for7 ze�c i SfiY�S d is p©scz( sfem Cotes n cr.�l se olrs osrxl s dam. Location of action: 56 O >r" '((Wah,- uee Site Present land use: Present zoning classification: ��S1�Benfia 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 applicanit: S�cpj-) r) Dc toon �- ,Tacc�refin T7u,�on (b) Mailing address:-3 l-:::5 -- L \vn6roo kdt IVY / 15.6-5 (c) Telephone number:Area Code( '). (d) Application number,if any:. f. Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes No If yes, which state or federal agenq? /V yS l��C, — T�°��( VVI--f(and� 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 Q No Not Applicable fwo sma 1( I s T lOOr Cld d lfion s crna( cr sir t �a�lifi� S-fDrl. f✓EW— h octsc- co x- 4 La,-don e c,'s-{� e crow cPts rao�zt. S sfe'��t��ru� �0l W E a`ro° xi Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LNVR,P Section III-Policies Pages 3 through 6 for evaluation criteria Yes ® No P Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ®. Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary. NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages S through 16 for evaluation criteria © Yes ❑ No ❑ Not Applicable T ill cry ruc ec0. uT��oO o n oP e fie .ii Tn di-t o cell v ( Ea . a o o c!o ram- clCel �a man losPsf- escish�n� sf�uoftrr�. 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 0 Yes ❑ No ❑Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑✓ ❑ ❑ Yes No Not Applicable Attach additional sheets ifnecessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Q Yes Q No Not Applicable Attach additional sheets if necessary Policy S. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes F] No Not Applicable PUBLIC COAST POLICIIES 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. WE] NoD Not Applicable s-�- Attach additional sheets if necessary WOREING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. 0 Yes _❑ No El Not Applicable �e-FeV_±2 Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. El Yes 0 No 0 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate ro riate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. El Yes ❑ No ® Not Applicable PREPARED BY Thomci5 Cc O/ce4j�, PE TITLE DATE /— V t YOUNG &YOUNG Telephone(631) 727-2303 400 Ostrander Avenue Facsimile (631) 727-0144 Riverhead, New York 11901 admin@youngengineering.com HOWARD W. YOUNG, Land Surveyor THOMAS C. WOLPERT,Professional Engineer DOUGLAS ADAMS,Professional Engineer/Geologist ROBERT C. TAST,Architect ROBERT STROMSKI,Architect November 15, 2021 Town of Southold Board of Trustees Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 RE: Single Family Residence NOVA' p STEPHEN DUBON &JACQUELINE DUBON 2 4 2021 ! `' 5605 Stillwater Avenue Lots 18 & 19 "Fleetwood Cove" °' �nl`l at Cutchogue, T/O Southold, NY (21-0020) SCTM No.: 1000-137-04-3.2 Dear Members of the Board: Enclosed are the following items: 1. application fee —Stephen G. Dubon check no. 1725 payable to 'Town of Southold' in the amount of Two Hundred Fifty Dollars ($250.00), 2. one (1) original & three (3) copies—Wetland Permit Application and Attachment dated November 15, 2021, 3. one (1) original & three (3) copies—Short Environmental Assessment Form, 4. one (1) original & three (3) copies—Authorization Form, 5. one (1) original & three (3) copies—Affidavit, 6. one (1) original & three (3) copies—Applicant Transactional Disclosure Form, 7. one (1) original & three (3) copies— LWRP Consistency Assessment Form, 8. three (3) color copies — Photograph Nos. 1-8, and Planning Engineering Land Surveying Page 2 of 2 November 15, 2021 9. three (3) prints — Building Permit Plot Plan (Sheets 1-3 of 3) last dated September 7, 2021 depicting the existing conditions and proposed improvements. We understand that submission of these documents enables you to commence your review of this application. If you have any questions or require any additional information, please contact US. Very truly yours, Thomas C. Wolpert TCW/cw Encl. cc. Mr. Stephen Dubon + encl. + 1 print