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HomeMy WebLinkAboutTR-10269 Glenn Goldsmith, President ®f S0 Town Hall Annex ®� ®0 54375 Route 25 A. Nicholas Krupski,Vice President ® P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples � Y� Fax(631) 765-6641 'muff ,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 15, 2025 Jeffrey Patanjo PO Box 582 Bohemia, NY 11716 RE: MIKHAIL & JENNIFER RAKHMANINE 685 BUNGALOW LANE, MATTITUCK SCTM#: 1000-123-3-9 Dear Mr. Patanjo: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, May 14, 2025: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#10269, as issued November 16, 2022, to extend permitted gravel walkway and steps by 5' in width and 32' in length in rear of dwelling; extend permitted gravel walkway and steps 5' in width and 8' in length on side corner of dwelling; install 5' x 8' outdoor shower on east side of garage; and as depicted on the site plan prepared by Creative Environmental Design, received on April 24, 2025, and stamped approved on May 14, 2025. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, Glenn Goldsmith, President Board of Trustees ; , APPROVED BY ' BOARD OF 1 RUSTEES G, TOWN OF SOUTHOLD \-\O DATE ; / / I , / Proposed emerxled plan ; - gp�mmorwarwlKnx E! 4 t I , 1I t I ' �33 _____________________ ,MP°�etl Ran b /I I 11 / I I / / I I ' 1 / � 1 / S I - , d'eBhTB1Y lRtl/ am g� ore= ow E. . LP 0 LP gH s P / 1 , I mod' i I I I �/ EJOSbrlB ! _ CedarTrce ' V _ 0`' Doi APR 2 4 2025 Southold Town Board of Trustees ARTRff 5 P - WETLANDS PERMIT # 10269 Revision #: Scale: landscape Plan: 11-22-24 landscape Design by: Dad Cichanowicz Date: 132025 = 10 Rakmanine Creative Environmental Design �O GJ ; ; �Op , , RAKMAN I N E BUNGALOW ROAD 100, 0" MATTITUCK, NY PERMIT # 10269 SCALE: 1/4" = 11. 0" Proposed amended plan Goo PROPOSED GRAVEL WALKWAY WALKWAY sr® ; Lardne APPROVED GRAVEL WALKWAY cd a All Approved Plan --------------------------------------------- Lu a a �Lu 5� O� AC -- ---------------------------------------------------------------- - - AC ----- — as GRAVEL � Y BAGQR BOAFlD � (� J GRAVEL L -- _ ---- �- -- GRAVEL BACKER BOARD BACKEA BOARD !i OC Glenn Goldsmith,President ��0�, OGy Town Hall Annex A.Nicholas Krupski;Vice President a u 54375 Route 25 Eric Sepenoski o ? P.O.Box 1179 Liz Gillooly �A �� Southold,NY 11971 O Elizabeth Peeples l �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 5 _/9S Completed in field by: G. „��s,�„�'� Jeffrey Patanjo on behalf of MIKHAIL & JENNIFER RAKHMANINE requests an Administrative Amendment to Wetland Permit#10269, as issued November 16, 2022, to extend permitted gravel walkway and steps by 5' in width and 32' in length in rear of dwelling; extend permitted gravel walkway and steps 5' in width and 8' in length on side corner of dwelling; install 5' x 8' outdoor shower on east side of garage. Located: 685 Bungalow Lane, Mattituck. SCTM# 1000-123-3-9 Type of area to be impacted: ✓✓ Saltwater Wetland Freshwater Wetland Sound ✓Bay Part of Town Code proposed work falls under: ✓Chapt. 275 Chapt. 111 other Typ$ of Application: Wetland Coastal Erosion Amendment ✓✓ Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: ✓ G. Goldsmith %N. K r ski / E. Sepenoski L. Gillooly Peeples .-- rrrrr rrrrrr <t�rr 1 .r0� cm FD — � rrrrr 0� O '-- co r r r r r .lG r .—frrr r .� rr 0 0 FOOD = m�O Cr 4 FE.5.5'W ti HLOU `OH GATE co lu ,4j02 BR. 4.60'E STEP z 1 STY -MAs.;. N FR RES N PAT<o' cu #685 � z R 274r CONC. FR AR C, STEP 22.G2'VU I E C E IV E '#i 14.920 12.1' -k FR T ROOF ag SOOP Q � MAS a w WOOD A P R 2 4 2025 WALKS ¢� WALLS DILAP.CONC. (3.3'H) a Southold Town .4)L .BL.00K.RET.WALL (1.9'H) Board of Trustees FE.O.L. 6; rX TF � WIRE FE. (� AROUND—Lk J GARDEN �C! HYD CM 2.1'N FD �•. UP' CM 0.5N pPVEMENS V' FD z a 125 04 FE.0.6W CM OF FD 1 W a 3,E `AN EpGe 6 0,5 7 4 G��Qw evN MAP OF DESCRIBED PROPERTY SITUATE AT MATTITUCK TOWN OF SOUTHOLD' SUFFOLK COUNTY, NEW YORK ALSO APPEAR ON "MAP OF MARRATOOKA PARK" FILED: 5/7/1914, FILE#1.9 CERTIFIED TO: MIKHAIL RAKHMANINE AND JENNIFER RAKHMANINE FIDELITY'NATIONAL TITLE INSURANCE COMPANY (TITLE No. 7404-010660) ©COPYRIGHT 2021 WARD BROOKS.ALL RIGHTS RESERVED.DUPLICATION OF THIS DOCUMENT IS A VIOLATION OF FEDERAL COPYRIGHT LAW. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. CERTIFICATION SHALL RUN ONLY TO THE PERSON,THEIR INTEREST AND/OR ASSIGNS. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY,AND/OR EASEMENTS OF RECORD,IF ANY NOT SHOWN ARE NOT GUARANTEED. SCALE T n=40' ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209-2 OF THE NEW YORK STATE EDUCATION LAW. SCTM 1000-123.00-03.00-009.000 DO NOT SCALE FENCES.OFFSETS SUPERCEDE. SURVEYED: MARCH 11,2021 LAND SURVEY LONG ISLAND.COM -b. WARD BROOKS LAND SURVEYOR BRcs ' 11 OCEAN AVENUE BLUE POINT NY. 11715 31 576-7794 631 363-3179 ' WARDBROOKSO GMAIL.COM ° ,9s� `` r FILE#11067 J' / May 3, 2025 ® E C -E WE Town of Southold Trustees Town Hall Annex Building NAY - ° 205 54375 Rte. 25 P.O. Box 1179 r . Southold New York 11971 Southold Town Board of Trustees RE: MIKHAIL&JENNIFER RAKHMANINE - 685 BUNGALOw LANE-MATTITUOK SCTM No. 1000-123-3-9 APPLICATION REVISIONS Dear Trustees: We hereby submit revised project descriptions and check in amount of $100 to replace the previously sent $200 check which can be shredded, all for Administrative permit approval for the above referenced project. If you should have any questions or require anything further, please do not hesitate to call me at 631-487-5290. Very truly yours, Jeffrey Patanjo P.O. Box 582 Bohemia, NY 11716 Mikhail &Jennifer Rakhmanine 685 Bungalow Lane Mattituck, NY 11952 SCTM No.: 1000-123-3-9 PROJECT DESCRIPTION—Revised 5-3-25 r The project includes the modification to existing permitted project (permit# 10269) which includes the extension of permitted gravel walkway and steps by an additional 5' in width x 32' in length on rear of house and extension of permitted gravel walkway and steps by an additional 5' in width and 8' in length on side corner of house, and to install a 5' wide x 8' long outdoor shower on east side of garage. all as shown on proposed plans. p ECEPWE MAY - n 2025 Southold Town Board of Trustees i Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Thursday,April 24, 2025 12:58 PM To: 'JJPatanjo@gmail.com' Subject: Rakhmanine; SCTM# 1000-123-3-9 Hi Jeff, Our office just received an administrative application for the property noted above. In a quick review,your application should actually be an Administrative Amendment to the Wetland Permit. This means you submitted too.much money. If the structures are still proposed to be installed then the fee is$100. If they were already installed then this would be considered an as-built application and the fee is$200. Also I see an outdoor shower on the easterly side of the house. This too needs a permit so please find out the dimensions and email that too me. Also please find out if it was already installed or not for as-built scenario. Thanks. ECza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 1 ' April 5, 2025 Town of Southold Trustees ® E 2 Town Hall Annex Building 15 l� U 54375 Rte. 25 P.O. Box 1179 APR 2 4 2025 Southold, New York 11971 RE: MIKHAIL&JENNIFER RAKHMANINE Southold Town 685 BUNGALOW LANE -MATTITUCK Board of Trustees SCTM No. 1000-123-3-9 APPLICATION FOR PERMIT Dear Trustees: We hereby submit one (1) original and three (3) copies of the proposed plans, application and check for Administrative permit approval for the above referenced project. If you should have any questions or require anything further, please do not hesitate to call me at 631-487-5290. Very truly yours, J rey Patanjo, P.O. Box 582 Bohemia, NY 11716 I I ,DiSalvo, Diane From: DiSalvo, Diane Sent: Wednesday, September 13, 2023 9:14 AM To: 'Mikhail Rakhmanine' Subject: RE: 685 Bungalow lane tree removal Receipt is acknowledged of your request below(with photographs). Trustee Goldsmith has reviewed your request. It is okay for you to remove this dead oak tree with the understanding of replacing the tree (as per Permit#10269)with a native hardwood. / Diane DiSalvo Office Assistant Southold Town Trustees P.O. Box 1179 Southold, NY 11971 (631)765-1892 -----Original Message----- From: Mikhail Rakhmanine<mrak9l@hotmail.com> Sent: Monday,September 11, 2023 2:14 PM To: DiSalvo, Diane<diane.disalvo@town.southold.ny.us> Subject: 685 Bungalow lane tree removal Dear Diane. Please find attached pictures of the dead oak tree on our property at 685 Bungalow lane, Mattituck. We are asking for the permit to remove this tree. Thank you for your assistance Mike Rakhmanine Sent from my iPhone ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. DiSalvo, Diane From: Mikhail Rakhmanine <mrak91@hotmail.com> Sent: Monday, September 11, 2023 2:14 PM To: DiSalvo, Diane Subject: 685 Bungalow lane tree removal Dear Diane. Please find attached pictures of the dead oak tree on our property at 685 Bungalow lane, Mattituck. We are asking for the permit to remove this tree. Thank you for your assistance Mike Rakhmanine Sent from my iPhone ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. t® 4q CIva / Aw MAU ' ") ! w1 m w*ry /O WAV TAW e7 -M Pt Kc k * w0f'r �S low 1 r � k Ai rot iu , Y • e may. b r 1• '� a M i LY•f �� .. �'�`�,' { 11 . ,� � }� .rh r`,4r �•`i� ' ' .As ip 4 A r .- . J. i• i f �: # N4 y s � 01 or �i1Mr .�• r. M,' • �t y r Awl tit• ;+ +� �,� y AP i Glenn Goldsmith,President ��I)i SQ(��� Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President Sep P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction % constructed When project complete, call for compliance inspection; -. ir9-�`f'9'Roe�;'. pi'JY VSB Vt0 _ S�9°�y� � V if'�.i^'4 rr,a�r•4., _ .��'-�- � - V. ,V�+• •�°° y'•�,it. 3� °', 9®��°:.�.. .r:��'411Q.�'PP�gs"•4• �gq+�Q ff°? tt _ :f e f PPa•�v., i`�.:q°§ ss•:"'1=" �°q da "�.l 4 Q e�'°BP°9 ,'- ;i ''�.s--w'34r '}.gem .t �u:i„iiL _:1' ��•—...._� _ _- e%a � �.��•L� '�r _ �ns,•' � �. ..- ,• b `(:-�-; At- wig - •�' ,-��:i' P'� ''�- •r 1�' _ m ;:r.� '^�t�: may, a: �.ea � '-'. &d>'r.AT.+Prrnlu..i�.-''�'''� 122'-%�:U”:F �..Ir.2F!:dffhiiG"� V+E;:M,f:3�2<GF��32'YL.'P�1:Mb'FL'�'E.::55:;F�JS•+:FiF�'raa'�'+'"'.e�.t'''>;:r112:Sf.:°S`J'errnx+..LLQ:Gsl2f,..r,174"'�°.CFS..tr.�_a':'?a:'vr.�'T1TT.<.,rL�.+Y.',Fl�wvSt!'!+4:�:=r�.iT,�''�1'' 4 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK ' PERMIT NO. 10269 DATE: NOVEMBER 16,2022 = 3.Jx f- J 5 ISSUED TO: MHCHAIL& JENNIFER RAKHMANINE = >' PROPERTY ADDRESS: 685 BUNGALOW LANE,MATTITUCK SCTM# 1000-123-3-9 ,t - AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in f .c � accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 16, 2022, °:t} and in consideration of application fee in the sum of$250.00 paid by Mikhail & Jennifer Rakhmanine and ° t S subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees "= authorizes and permits the following: of , f,Ao Wetland Permit to demolish existing 22'x22' detached garage, concrete patio,and portions of { driveway; demolition(project meets Town Code definition of demolition) and reconstruction of :� existing 40.2'x44.2' one-story dwelling and construct a 14.5'x27.4' one-story addition attached to existing dwelling and new 21.5'x31.3' two-story addition connected to new 21.5'x22.4' two- ,L car garage; proposed 21.5'x13' rear patio and 5'x14.5' front patio; abandon existing rear yard 'r. sanitary system and install an UA low-nitrogen sanitary system in the front yard;with the rs; condition of a 1:1 tree replacement,using native hardwoods; and as depicted on the revised site plan prepared by Christopher Jeffrey RA,last dated November 22,2022,and stamped � R approved on December 15,2022. aS}® � IN WITNESS WHEREOF,the said Board of Trustees herebycauses its Corporate Seal to be affixed,and these 4, rp presents to be subscribed by a majority of the said Board as of the day and year first above written. 3 omlfF01Ir • e°�� '� � ��,3...' is s° s.:a't. � � •�.Vie:, •'� �pr .6�r`xi"a'i;%,Its.ieihT,,:Y,,tx?iev"fi.',ne�"re,n27iS3,3fi"ib'w'°.'dr7z`,S _ ^.,•'. Y ..., �d?`'�d'r1iPi7'S551�Q,ai'ifr'�,15�'Z"i.�r".ei�aiti'r.@:nnlSl�uO:cu°i'r��i°�5..:u��,P.n„87iii:r' �S�i$r`,fiR.°F'.,,P^u�n7;�Ci8a nu`s`,t'ti,u��"u8�z :,.iS.�'ul'�.�i'iv',,.,�,°.x':,',Ci.f�3Z(5`.xaaea5n".,.i�'�.,.rririnae u.r.a.."r;~ m'`$ ,; i 'f.� 'p`�r _-_ _ .��' �;''+yyuu,, -r l\�fi 2r�.,, •�e l__��. .';��J v-=", •.�,p�.IFS'r d ll.`r� ':nlr,? .�t��f� l�.a '�• ..,,air a r,. mTM,.., a,P ;... -s.r a�;�-`""'T. � as: ��`,d �,,p-.� --�'�pqP y4,ri �. fa ..;�P }.4o a �•a�.r&p4 mil.. ,�e 4ae•" ``q "�':a� p�: +� aA Oo,: .Aa -9�:::,y�" ',1 .v a • !` 'x' .:�..." 'AL1,.,.'•"'i.+;<..::.. ',c:.. ."?:,.. -,?:F,s. .4.3..•°== f' TERMS AND CONDITIONS The Permittee Mikhail &Rakhmanine residing at 685 Bungalow Lane, Mattituck, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Pennittee of the completion of the work authorized. 9. That the Pewitted�will-obtain all,other permits and consents that may be required supplemenfal to this permit;wFiich may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President 'a'q soU�� Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President L ®�® P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 ®l�00 N% BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 15, 2022 Jeffrey Patanjo P.O. Box 582 Bohemia, NY 11716 RE: MIKHAIL & JENNIFER RAKHMANINE 685 BUNGALOW LANE, MATTITUCK SCTM# 1000-123-3-9 Dear Mr. Patanjo: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, November 16, 2022 regarding the above matter: WHEREAS, Jeffrey Patanjo on behalf of MIKHAIL & JENNIFER RAKHMANINE Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated June 6, 2022, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Consistent with the LWRP, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on November 16, 2022, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the nremicec in ni iactinn nnri thin ci irrni inning arinn and r. .� . WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, 2 WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees approve the application of MIKHAIL & JENNIFER RAKHMANINE to demolish existing 22'x22' detached garage, concrete patio, and portions of driveway; demolition (project meets Town Code definition of demolition) and reconstruction of existing 40.2'x44.2' one-story dwelling and construct a 14.5'x27.4' one-story addition attached to existing dwelling and new 21.5'x31.3' two- story addition connected to new 21.5'x22.4' two-car garage; proposed 21.5'x13' rear patio and 5'x14.5' front patio; abandon existing rear yard sanitary system and install an I/A low-nitrogen sanitary system in the front yard; with the condition of a 1:1 tree replacement, using native hardwoods; and as depicted on the revised site plan prepared by Christopher Jeffrey RA, last dated November 22, 2022, and stamped approved on December 15, 2022. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very,Xu Glenn Goldsmith President, Board of Trustees GG:dd Tenn Goldsmith,President �o����'' 1(,(-ea Town Hall Annex A.Nicholas Krupski,Vice President C < 54375 Route 25 Eric Sepenoski ti ,? P.O.Box 1179 Liz Gillooly �y • �� Southold,NY 11971 Elizabeth Peeples �Ol Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: h/1 122 Completed in field by: Jeffrey Patanjo on behalf of MIKHAIL & JENNIFER RAKHMANINE requests a Wetland Permit to demolish existing 22'x22' detached garage, concrete patio, and portions of driveway; demolition (project meets Town Code definition of demolition) and reconstruction of existing 40.2'x44.2' one-story dwelling and construct a 14.5'x27.4' one-story addition attached to existing dwelling and new 21.5'x31.3' two-story addition connected to new 21.5'x22.4' two-car garage; proposed 21.5'x13' rear patio and 5'x14.5' front patio; abandon existing rear yard santiary system and install an I/A low- nitrogen sanitary system in the front yard. Located: 685 Bungalow Lane, Mattituck. SCTM# 1000-123-3-9 TypKof area to be impacted: �ti// Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: ✓ Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Wdsmith -N. Kr pski E. Sepenoski L. Gillooly E. Peeples December 10, 2022 Town of Southold Trustees Town Hall Annex Building 54375 Rte. 25 D E V E P.O. Box 1179 Southold, New York 11971 DEC 1 5 2022 RE: MIKHAIL&JENNIFER RAKHMANINE 685 BUNGALOW LANE-MATTITUCK, NY Southold Town - SUM No. 1000-123-3-9 L Board of Trustees REVISED PLANS Dear Trustees: Attached please find four(4) copies of revised plans which refer to the one-to-one tree replacement as needed which was addresses as a condition of the November public hearing. If you should have any questions or require anything further, please do not hesitate to call me at 631-487-5290. Very truly yours, Jeffrey Patanjo P.O. Box 582 Bohemia, NY 11716 �ogOfFOCqcD Glenn Goldsmith, President �° °yam, Town Trustees A Nicholas Krupski, Vice-President y z 54375 Route 25 Eric Sepenoski o "� P.O. Box 1179 Liz Gillooly A ao�� Southold, NY 11971 Elizabeth Peeples ' ` Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: MIKHAIL & JENNIFER RAKHMANINE c/o JEFFREY PATANJO Please be advised that your application dated June 6. 2022 has been reviewed by this Board at the regular meeting of November 16, 2022 and your application has been approved pending the completion of the following items checked off below. xx Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1St Day of Construction ($50.00) %Constructed ($50.00) x Final Inspection Fee ($50.00) - Dock Fees ($3.00 per sq. ft.) The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ 50.00 BY: Glenn Goldsmith, President Board of Trustees FRAMING NOTES STATISTICAL DATA & DESIGN CRITERIA 2020 RESIDENTIAL CODE OF NYS COMPLIANCE DATA revisions date ___existtg situation 08-26-2021 1. ALL FRAMING LUMBER SHALL BE:GRADE STAMPED HEM-FIR LARCH STRUCTURAL GRADE NO.2(FB=1150PSI)OR BETTER. OWNERIAPPLICANT: MIKHAIL&JENNIFER RAKHMANINE (these are minimum requirenents and my differ from actual construction techniques) updated site plan to o ra hyo 10-29 2021 2. PRESSURE TREATED PILES TO BE 10"MIN.BUTT,MIN.12 TON BEARING CAPACITY PER PILE TO BE VERIFIED BY LICENSED ENGINEER.HAND DUG PILES TO schematic design stake 12-10-2021 BE 5 FT.BELOW GRADE CONT. PROJECT LOCATION: 685 BUNGALOW LANE 301.1 -CLIMATE ZONE 44 schematic design stage 12-13 2021 3. ALL SHEATHING TO BE APA RATED,EXPOSURE 1,5/8"MIN.THICKNESS OR AS NOTED. MATTITUCK,TOWN OF SOUTHOLD,NY,11952 401.2 -COMPLIANCE METHOD:MANDATORY AND PRESCRIPTIVE PROVISIONS design development stage 02-16-2022 4. ALL SUB-FLOORING TO BE APA RATED STURD-I-FLOOR,EXPOSURE 1,%4"MIN.THICKNESS,ALL EDGES OF PLYWOOD TO BE SET IN SOLID BLOCKING,GLUE 402.1.2-EXTERIOR FRAME WALL CONSTRUCTION: design development stage 02-16 2022 AND NAIL PLYWOOD SUB-FLOOR TO FLOOR JOISTS WITH 80 NAILS OR 1"O.S.B.SUB-FLOOR FOR 5A CONSTRUCTION. SCTM#- 1000-123.00.03,00.009.000 2X6 wood studs @ 16"o.c. DEC submission 02-23-2022 5. WALL SHEATHING NAILING REQUIREMENTS:ATTACH 5/8"EXTERIOR GRADE SHEATHING TO WALL FRAMING WITH 8D NAILS @ MIN.6"O.C.,EXTERIOR EDGES SCHD APPROVAL#- R-20 or 13+5:R-13 cavity insulation plus R-5 continuous insulation int.or ext. _ design development staqe 06-23-2022 AND 8D @12"O.C.INTERMEDIATE WHEN BASIC WIND SPEED IS GREATER THAN 100 MPH,EAVES AND GABLE END WALLS;AND 4"O.C.TO GABLE END WALL ZONING DISTRICT- R-40 1/2"exterior vood plywood sheathing(continuous) TOS building permit submission 08-30-2022 FRAMING AS PER R602.3(1). FLOOD ZONE- NA 30 Ib.bitumirous felt building paper 6. ROOF SHEATHING NAILING REQUIREMENTS:ATTACH 5/8"EXTERIOR GRADE SHEATHING TO ROOF FRAMING WITH 8D NAILS AT MIN.4"O.C.ON ALL BUTT WIND ZONE- HV @ 130 MPH(high velocity) 402.2.1-CEILINGS W/ATTIC SPACES:R49 cavity insulation(R-38 if 100%uncompressed extends over wall top plate). JOINTS AND 12"O.C.IN THE FIELD.WITHIN 4'OF ROOF EDGE OR RIDGE SPACE 8D AT 4"O.C.WITHIN 5OF GABLE USE 8D RING SHANK NAILS AT 6"O.C.USE EXISTINGIPROPOSED FINISHED FLOOR HEIGHT- 12.41'abv.grade 402.2.2-CEILINGS W/O ATTIC SPACES:R-30 cavity insulation if 100%uncompressed extends over wall top plate. 8D RING SHANK NAILS AT 4"O.C.AT GABLE END WALL OR GABLE TRUSS AS PER R602.3(1). USE GROUP- R5 402.1.2-BASEMENT WALL INSULATION:10/13,R-10 @ board insulation,R-13 cavity insulation. 7. ALL HEADERS 6'-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MINIMUM OF 2 CONSTRUCTION CLASS- 5B 402.1.2-CRAWL SPACE WALL INSULATION:10113,R-10 @ board insulation,R-13 cavity insulation. -2X8'S AS SHOWN ON DRAWING. BUILDING CODE- 2020 RESIDENTIAL CODE OF NEW YORK STATE 402.1.2-FLOOR INSULATIDN OVER UNCONDITIONED SPACE:R-30 cavity insulation. 8. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS PER N.Y.S.OR AS NOTED @ 8'-0"O.C.MIN.PROVIDE 2"SPACE FOR AIR 402.1.2-FENESTRATION GLAZING MAXIMUMS:U-VALUE=.32&SHGC=.40(SKYLIGHT U-fctr=.55). CIRCULATION ON ROOFS. Existing Proposed Required 402.1.2-SLAB ON GRADEFLOORS:R-5 under slab w/2ft,R-10 ridged foam board extending 2'-0"horizontally/vertical. 9. DOUBLE FRAMING AROUND ALL OPENINGS(SKYLIGHTS,STAIRS,ETC.)UNDER ALL TUBS OR AS NOTED ON DRAWINGS. LOT AREA- 31,122 sq.ft. 31,122 sq.ft. 40,000 sq.ft.min. 402.2.4-ATTIC/CRAWL ACCESS THRU HTD:access scuttle will be weather stripped and insulated R-491as appropriate. 10. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS.ALL 4X4'S TO BE SOLID 3'/�"X 3'/2",ALL 6 X 6'S TO BE ADJACENT AREA(UPLAND)- 29,672 sq.ft. 29,672 sq.ft. 402.4.1-BUILDING THERNAL ENVELOPE(air leakage):exterior walls and penetrations will be sealed per this section of the 2020 IECC R402.4.1.1 with caulk,gaskets, >.,O E E SOLID 51/2'"X 5'/2".PROVIDE 2X13 STUD WALLS FOR PLUMBING WHERE INDICATED ON PLANS. LOT COVERAGE - 2,182 sq.ft.(7.35%) 3,592 sq.ft.(12.10%) 5,934 sq.ft.(20%of adjacent area max) weather stripping or an air barrier of suitable material. 1 11. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED CONNECTORS BY"SIMPSON"OR APPROVED EQUAL.ALL TREATED BUILDING COVERAGE- 2,182 sq.ft. 3,312 sq.ft. 402.4.2-FIREPLACES:all wood buming fireplaces will have tight fitting flue dampers and doors and outdoor combustion air. >. 0 LUMBER WILL REQUIRE STAINLESS STEEL FASTENERS,ANCHORS AND CONNECTORS. LOT WIDTH- 125 ft. 125 ft. 150 ft.min. 402.4.5-RECESSED LIGHTING:recessed luminaries installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and un-conditioned p Lx CL 573 -4 12.NAILING SCHEDULE SHALL BE AS PER N.Y.S.BUILDING CODE AS A MINIMUM.ALL 2X6 STUDS SHALL RECEIVE 5-10D NAILS AT SILL PLATE.ALL EXTERIOR HEATED FOOTPRINT- 1,381 sq.ft. 1,637 sq.ft. spaces. Z5 w. - <NAILS ARE TO BE GALVANIZED. HEATED AREA- 1,885 sq.ft. 3,120 sq.ft. 403.1.1-THERMOSTAT:a[dwelling units will have at least(1)programmable thermostat for each separate heating and cooling system per 2015 IECC section 403.1.1,where a E ("o) •�,0= a- N 13.ALL INTERIOR AND EXTERIOR FINISHES,FLASHING AND WATERPROOFING SHALL BE BY ARCHITECT. LIVABLE FLOOR AREA- 1,682 sq.ft. 2,942 sq.ft, 850 sq.ft.min heat pump system having sucpiementary electric resistance heat is used the thermostat shall prevent the supplementary heat from coming on when the heat pump can meet 0a) _# 14.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY"SIMPSON H2.5A"OR heating load.Maintain temp.@ MIN.55 degrees and MAX.85 degrees. 0- C- • --' APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE HURRICANE CLIPS AT THE PERIMETER JOIST TO GIRDER CONNECTION. GROSS FLOOR AREA OF BLDNG: 403.3.1-MECHANICAL DUCT INSULATION: t 01 C? O` ` 15.ALL PRE-ENGINEERED LUMBER SHALL BE"I-LEVEL"TRUSS JOISTS(TJI)WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL.ALL JOISTS,GIRDERS AND HOUSE 1 ST FL 2,181 sq.ft. 3,324 sq.ft. supply/return ducts h attic:R-8 minimum C - .= G "I ' HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURES RECOMMENDATIONS.WEB STIFFENERS SHALL BE REQUIRED AT ALL HOUSE 2ND FL • sq.ft. 822 sq.ft. supply ducts outside of conditioned spaces:R-8 minimum 0 _� '� h LOAD AND BEARING POINTS AT A MINIMUM.A SINGLE 1-314"LVL RIM JOIST SHALL BE REQUIRES AT FLOOR PERIMETERS.HANDLING,STORAGE AND all other ducts except those located completely inside the building thermal envelope:R-6 minimum ,z- Cj r� U M ,0 ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURES RECOMMENDATIONS. TOTAL 4,146 sq.ft. 4,317 sq.ft.max.(10%ADJ.AREA+3,350 sq.ft.1 ducts located under concrete slabs:R-6 minimum. ,y >_.00 16.ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF%_"DIA.GALVANIZED MACHINE BOLTS @ 12"O.C.OR(2)ROWS OF 16D NAILS @ 16"O.C.@'%"FROM ducts buried in the ceiling insulation shall have min R-19 above and below excluding the R-value of the duct inslin. ,, ? 'J EDGE,GLUE CONTINUOUSLY TO ALL EDGES. Principal Building Setbacks: 403.3.2-DUCT SEALING:all ducts,air handlers,filter boxes will be sealed.Joints and seams will comply with section M1601.4.1 of the IRC. „ Z :E 17. STRUCTURAL LUMBER SHALL BE:IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION(NDS),LATEST EDITION, FRONT YARD- 100.97' 88.35' 50'min. 403.3.3-DUCT TESTING:A duct tightness test(DUCT BLASTER duct total leakage test)is mandatory and will be performed on PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.STRUCTURAL FRAME MEMBERS SHALL HAVE MINIMUM DESIGN VALUES AS REQUIRED: REAR YARD- NA NA 50'min. all homes and shall be verified by a rough-in test and post construction test. 18.NOTCHES IN THE TOP AND BOTTOM OF DIMENSIONAL LUMBER JOISTS SHALL NOT EXCEED 1/6 OF THE DEPTH OF THE JOIST,AND SHALL NOT BE LOCATED SIDEYARD E- 4.60'ex.non conf. 4.60'ex.non conf. 15'min.1 side 403.6 -MECHANICAL VENTILATION:outdoor(makeup)air intakes or exhaust will be brought into the home thru a duct with EARTHWORK CALCULATIONS IN THE MIDDLE ONE THIRD(113)OF THE SPAN.NOTCHES AT THE JOIST ENDS SHALL NOT EXCEED 1/4 OF THE JOIST DEPTH.HOLES THROUGH THE JOISTS SIDEYARD W- 22.12' 20.20' an automatic or graiity damper that close when the ventilation system is not operating. SHALL NOT BE WITHIN 2"OF THE.TOP AND BOTTOM OF THE JOIST.THE HOLE DIAMETER SHALL NOT EXCEED 1/3 OF THE JOIST DEPTH. SIDEYARD TOTAL- 26.72' 24.60' 35'combined minimum 403.7 -EQUIPMENT SIZING AND EFFICIENCY:all furnaces will be 80%efficient units and sized/designed in accordance with ACCA Manual J&S. 19. STRUCTURAL LUMBER SHALL BE:IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION(NDS),LATEST EDITION, BUILDING HEIGHT- 13.66' 26.50' 35,0'(@ 2112 stories) 404.1 -LIGHTING EQUIPMENT:a minimum of 90%of all permanently installed lighting fixtures must be only high efficacy lamps. AREA TO BE REMOVED FOR BASEMENTICRAWL 4300 CF w PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.STRUCTURAL FRAME MEMBERS SHALL HAVE MINIMUM DESIGN VALUES AS NOTED -WATER HEATER:minimum efficiency established by NAECA. BELOW: Accessory Buildinq Setbacks:NOT APPLICABLE -MECHANICAL TESTING:all mechanical testing to be performed by a licensed contractor. AREA TO BE REGRADED ON SITE 2090 CF(at approx 12"depth average) FRONT YARD- NA NA DOUGLAS-FIR#2 REAR YARD- NA NA "The contractor is also responsible for generating a Certificate of Compliance and affixing to electrical panel. AREA TO BE REMOVED FROM SITE 2210 CF -0 Fb BENDING: 900 psi SIDEYARD SW- NA NA Ft TENSION(parallel to grain): 575 psi SIDEYARD NE- NA NA - _.• -. , •• -_ _ ,---- Q -c 00 �- Fv SHEAR(parallel to grain): 180 psi _ ._ _ _; - 8 � ABBREVIATIONS _ _ _ ._._..:.: _ . . _ ... . _ o: Fc COMPRESSION(perpendicular to grain): 625 psi Loads: .___. • , . _. O Fc COMPRESSION(parallel to grain): 1350 psi SNOW LOAD FLAT ROOF- 15 p.s.f. - . - „_"-` -.. - - w .. Y ..•' N- I. -• -.... _ ... -^ - -- N O AC AIR CONDITIONING UNIT -_. --.. • E MODULUS OF ELASTICITY: 1,600,000 psi GROUND SNOW LOAD- 25 p.s.f. - - - - - - .. ..- .-1114, 6' C O O Emin. MODULUS OF ELASTICITY: 580,000 psi SNOW EXPOSURE FACTOR- .7 AFF ABOVE FINISHED FLOOR . . _, .. . ...-- . �1`1 - - 5 LLI O c O SNOW LOAD IMPORTANCE FACTOR- 1.0 ALUM ALUMINUM ... -... ... _ - _ "" „ "- . . .- --- ��C �� -N� 4' O MICROLLAM LVL(BEAM) PARALLAM PSL(BEAM) WIND LOAD DESIGN- 130 mph per WFCM(3 second gust) BF BOILER FLUE >.. 311i _._.-. . ._.. - : -. 11. �� - 0`� / 3 o O B.O. BOTTOM OF �� �E' ,- N 3' O GRADE=1.9E GRADE=2.0E WIND LOAD IMPORTANCE FACTOR- 1.0 - - - • -- - �O�N A Q Fib BENDING: 2,600 psi Fb BENDING: 2,900 psi WIND EXPOSURE- D 47.7 ps.f. BM BEAM : `GP 11 �J` - � CC3 N SV W cio (P grain) P (P grain) p p. ( ) p. ( ) CMU CONCRETE BLOCK - - A�6" 7 0� Fv SHEAR(parallel to rain 285 psi Fv SHEAR(parallel to rain 290 psi WIND LOAD DESIGN PRESSURES- WALLS=58.8 p.s.f. Zone 4 70.3 p.s.f. Zone 5 _ _ -. -. ` Z r Fc COMPRESSION(perpendicular to rain : 750 psi Fc COMPRESSION(perpendicular to rain : 750 psi ROOFS=67.7 p.s.f. Zone 1 79.2 p.s.f. Zone 2 134.0 p.s.f. Zone 3 CO CLEAN OUT -- ........- .-- �� _. m (P P grain) P (P P grain) P P ( } p• ( } R• ( ) .,. . . .. . O (P grab):: p (P grain): P (living, ) P CR CEILING REGISTER - -_.. .-.. .. . 00 Fc COMPRESSION(parallel to rain 2 510 psi Fc COMPRESSION(parallel to rain 2,900 psi LIVE LOAD 1st floor - 40 s.f, - �Z, � � E MODULUS OF ELASTICITY: 1,900,000 psi E MODULUS OF ELASTICITY: 2,000,000 psi LIVE LOAD(bedrooms)- 30 p.s.f. CL CLOSET _ ..,,- .,, Jo,3 I 00 z LIVE LOAD(ext.decks)- 60 p.s.f. CLG CEILING .• u _ S� 8 Q 10 _Y * LIVE LOAD(attics)- 20 p.s.f. COL COLUMN . . _- .„„„ ... . . _ ... ._ t ' U CONIC CONCRETE -. . ; - .., } U CONY CONVECTOR CW COLD WATER . -- .. . . % O N ELECTRICAL NOTES GENERAL NOTES DW DISHWASHER .. , 1 ,-, - - 2 DTL DETAIL - w° _U 1.CONTRACTOR SHALL PROVIDE AND INSTALL ALL LABOR,MATERIALS AND EQUIPMENT NECESSARY TO INSTALL WIRING,RELATED FIXTURES AND ALL MISC. 1. ALL WORK TO BE DONE IN ACCORDANCE WITH ALL FEDERAL,NEW YORK STATE AND LOCAL CODES AND AGENCIES HAVING JURISDICTION. DIA DIAMETER - - eo�� ELECTRICAL WORK.ALL WORK SHALL COMPLY NATIONAL,STATE AND LOCAL ELECTRICAL CODES AND ORDINANCES AND MANUFACTURE'S 2. CONSTRUCTION SHOWN AND SPECIFIED SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND SHALL TAKE PRECEDENCE OVER DIM DIMENSION _ .... „ •.... - m •- - XZ " L� ON DOWN _. ._- . 11� 0) �. SPECIFICATIONS. ANYTHING NOTED ON THESE DRAWINGS. DR DRAIN I I -- /OO 2.ELECTRICAL SYSTEM LAYOUTS AIRE GENERALLY DIAGRAMMATIC,LOCATION OF OUTLETS AND EQUIPMENT IS APPROXIMATE.EXACT ROUTING OF WIRING, 3. OWNER AND ENGINEER TO VERIFY SETBACKS,BUILDING HEIGHT,ETC.,PRIOR TO CONSTRUCTION TO COMPLY WITH ALL APPLICABLE ZONING - - - - �F DWG DRAWING ...�. .,-... .-.. . �o`'.co LOCATIONS OF OUTLETS SHALL BE GOVERNED BY STRUCTURAL CONDITIONS AND OBSTRUCTIONS.WIRING FOR EQUIPMENT REQUIRING MAINTENANCE REGULATIONS. .. ... - � ��N EJ EXPANSION JOINT „ e AND INSPECTION SHALL BE READILY ACCESSIBLE. FOOTPRINT PADDITIONALW N D I D I 0 0 4. ANY FOOTPR N OR LIVINGS ACES (NOT SHOWN 0 DRAWINGS)ADDED DURING CONSTRUCTION ARE TO BE VERIFIED FOR ZONING EL EXIT LIGHT • _ - oPe �ce-° 3.MATERIALS AND EQUIPMENT SHALL BE NEW AND LISTED BY UNDERWRITER'S LABORATORIES INC.AND BEAR THEIR LABEL WHEREVER STANDARDS HAVE COMPLIANCE BEFORE ADDITIONAL CONSTRUCTION COMMENCES. ELEC ELECTRIC - N"M o°°G �`� °�P 7 BEEN ESTABLISHED AND THEIR(ABEL SERVICE IS REGULARLY FURNISHED. ANY CONFLICT R DISCREPANCY WHATSOEVER BETWEEN DRAWINGS SPECIFICATIONS AND EXISTING CONDITIONS SHOULD BE BROUGHT T THE �ss 5 C C 0 C S C S CO O S S OUG 0 EQ EQUAL o5E°�0° LL 4.THE ELECTRICAL CONTRACTOR SHALL CONTACT THE ELECTRIC UTILITY COMPANY TO DETERMINE THE COST FOR THE UTILITY COMPANY TO INSTALL ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.CONTRACTOR IS TO VERIFY ALL EXISTING DIMENSIONS.DO NOT SCALE . .. �e -P f EQUIP EQUIPMENT QUI "I /� ,,lo"Rh. J. ELECTRIC SERVICE TO THE METER.SERVICE SHALL BE 200 AMP,UNDERGROUND ELECTRICAL MAIN.CONTRACTOR SHALL VERIFY THE LOCATION OF THE DRAWINGS FOR CONSTRUCTION PURPOSES.DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALE. �� e / NEAREST POLE AND OBTAIN COST IF POLE RE-LOCATION,IF REQUIRED.IN THE EVENT THAT THE SERVICE IS TO OCCUR UNDERGROUND,THE COST OF 6. THE DRAWINGS AND MODELS ARE TO REMAIN THE PROPERTY OF THE ARCHITECT AND ARE INTENDED FOR THE USE ON THIS SITE ONLY AND MAY NOT BE EXT EXTERIOR SUCH ELECTRIC,TELEPHONE AND CABLE SERVICES SHALL NOT BE PART OF THE BID AND SHALL BE UNDER DIRECT CONTRACT BETWEEN THE OWNER(S) USED OR REPRODUCED FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. EXTNG EXISTING ,� / AND THE RESPECTIVE UTILITIES,BUT SHALL BE COORDINATED BY THE GENERAL CONTRACTOR. 7. ALL SHORING,SCAFFOLDING,ETC.SHALL BE PERFORMED IN AN ORDERLY AND CAREFUL MANNER IN STRICT ACCORDANCE WITH OSHA REGULATIONS FAI FRSE AIR INTAKE / .. 5.COORDINATE MECHANICAL REQUIREMENTS FOR THE ELECTRICAL WORK. AND ACCEPTED SAFE CONSTRUCTION PRACTICES. FE FIRE EXSTIGISHER / " FP FIREPROOF Re 6.CONTRACTOR SHALL PERFORM AN ELECTRICAL WALK-THRU WITH THE OWNER(S)TO VERIFY LOCATIONS OF ALL FIXTURES,SWITCHES AND RECEPTACLES. 8. THE GENERAL CONTRACTOR SHALL REQUIRE ALL SUCCESSFUL BIDDERS AND SUB-CONTRACTORS TO FURNISH COPIES OF INSURANCE CERTIFICATES IN FH FULL HIEGHT *001, / 0 7.LIGHT CIRCUITS SHALL BE 15 AMF'WITH#14 AWS COPPER CONDUCTORS. EFFECT AS EVIDENCE THAT THIS WORK IS FULLY COVERED BY WORKMAN'S COMPENSATION,PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE. FIN FINISH(ED) /�,,/, __ -J 8.RECEPTACLE CIRCUITS SHALL BEA SEPARATE 20 AMP WITH#12 AWS COPPER CONDUCTORS. 9. DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION,SUPERVISION,OR ADMINISTRATION OF THIS FINFL FINISHED FLOOR ` 9.APPLIANCE CIRCUITS SHALL BE A SEPARATE 20 AMP WITH#12 AWS COPPER CONNECTORS. CONSTRUCTION PROJECT. /' /, W_ tL14, CL/ FIXT FIXTURE - m. / 10.VERIFY AND LOCATE ALL SWITCHES AND RECEPTACLES PRIOR TO INSTALLATION OF INSULATION AND DRYWALL. 10. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST ACI CODE AND DETAILING MANUAL.ALL CONCRETE SHALL BE STONE AGGREGATE WITH A _-- FLDR FLOOR DRAIN / �g �;A 11.PROVIDE GFI OUTLETS WHERE SHOWN ON PLANS. MINIMUM 28 DAY STRENGTH OF 3000 PSI,CONCRETE FLOORS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI. 4' -�'-- /- o a -A ty 12.ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO THE WEATHER SHALL BE WATER-PROOF.EXTERIOR RECEPTACLES SHALL BE WATERPROOF GFI. 11. ALL FRAMING LUMBER TO BE HEM-FIR#2,S-DRY MINIMUM.ALL EXPOSED LUMBER TO BE PRESSURE TREATED WITH WATER BORNE PRESERVATIVES(ACQ). GB GRAB BAR _ (31 ZQ i 7' GWB GYPSUM WALLBOARD 13.INSTALL RECEPTACLES AT 18"TO CENTER LINE ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. 12. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS,POSTS AND PARALLEL OPENINGS. %'fir C,0 0 v' . / '� HM HOLLOW METAL co K N O -/� / 14.INSTALL RECEPTACLES IN KITCHEN AND BATHROOMS ABOVE COUNTERTOP UNLESS OTHERWISE NOTED ON PLANS. 13. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS.SPACING NOT TO EXCEED 8.0 FT. 5' a --- -____G O / \,../ <I, HVAC HEATING,VENTING AND AIR CONDITIONING - < •O / 15.ALL BATHROOM,GARAGE AND EXTERIOR RECEPTACLES TOBE GFI.GARAGE RECEPTACLES TO BESET AT ELEVATION 10-0'MINIMUM. 14. ALL NAILS,FASTENERS,FLASHING,ETC,IN DIRECT CONTACT WITH ACQ TREATED LUMBER TO BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. HW HOT WATER '0 0 _�- / --r 16.INSTALL LIGHT SWITCHES AT 42"TO CENTER LINE ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. 15. HURRICANE CLIPS&STRAPS SHALL BE USED TO TIE FIRST FLOOR JOISTS TO GIRDERS,FLOOR DIAPHRAGMS TO TOP AND BOTTOM WALL PLATES AND _____ - CT / ID INSIDE DIMENSION 6' N 17.ALL RECEPTACLES INDICATED AS SWITCH CONTROLLED SHALL BE/:SWITCH ACTIVATED AND :WITH NTIN ELE RI RE RAFTER T EXTERI R WALL PLATE. / CO UOUS CT CCUR NT. S 0 0 INCL INCLUDING -�'�� o? �� / dob # 18.ALL CEILING FANS,THAT DO NOT COME EQUIPPED WITH WA'_L CONTROLS,SHALL HAVE HUM-CONTROLLED TYPE. 16. PROVIDE GALVANIZED FLASHING AT ALL VALLEYS,ROOF BREAKS,CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS,WINDOWS AND DECKS,ETC.AS REQUIRED. / ------ �; N ---�-_-,,,f/------- g INSUL INSULATION 19.ALL CEILING FANS SHALL BE WIRED WITH THREE CONDUCTORS FOR FUTURE LIGHT APPLICATIONS. 17. FOR FLOOD VENTS PROVIDE A NET OPENING OF 1INCH PER SQ.FT.FOR EVERY SQ.FT.OF ENCLOSED SPACE REQUIRED. �- `n w _ ___--__- TN INT INTERIOR �� --- -- � � �i � 20.PROVIDE LIGHT FIXTURES AS SELECTED. 18. ALL WINDOWS AND EXTERIOR DOORS TO BE HIGH PERFORMANCE LOW E GLASS.PROVIDE TEMPERED GLASS AS REQUIRED BY CODE. JT JOINT �i�� -1_-- ----- �i d, 21.PROVIDE SMOKE DETECTORS PER BOCA REQUIREMENTS,HARDWIRED AND INTERCONNECTED. 19. ALL PLUMBING WORK SHALL CONFORM TO THE NATIONAL STANDARD PLUMBING CODE,LATEST EDITION. -------- 22.ALL ELECTRICAL EQUIPMENT,BREAKER AND TIME CLOCK CONTROLS,IF ANY,SHALL BE PROPERLY LABELED. 20. ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE,LATEST EDITION. LAV LAVATORY 7' /'~ \�1 1� r MO MASONRY OPENING / / O �� 23.COORDINATE ALL SWITCHES,RECEPTACLES AND LIGHTING FIXTURES WITH EXACT DIMENSIONS SHOWN ON INTERIOR DRAWINGS.CONTACT ARCHITECT IF 21. ALL MECHANICAL WORK SHALL BE PERFORMED ACCORDING TO THE LATEST ASHRAE STANDARDS. MTL METAL - I 21.5' `- N DISCREPANCY OCCURS FOR ADJUSTED LOCATION. 22. ALL COMPONENTS OF HVAC SYSTEM TO BE ABOVE BASE FLOOD ELEVATION. 35.72, --- 24.LIGHTING EQUIPMENT:A MINIMUM OF 90%OF ALL PERMENATLY INSTALLED LIGHTING FIXTURES MUST BE ONLY HIGH EFFICACY LAMPS. 23. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE COUNTY DEPARTMENT OF MIN MINIMUM 8' 9 j: PROP. �� pRO OSED 9' HEALTH AND WATER AUTHORITIES. MISC MISCELLANIOUS i' /��a 200 \ MAX MAXIMUM i' _� 24. THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2020 IECC NEW YORK STATE ENERGY CONSERVATION CODE. 9 "601 _ O property address NOM NOMINAL ,.-- V 25. ALL STRUCTURAL STEEL TO BE ASTM 50 WITH ONE COAT EPDXY PAINT.ALL FASTENERS TO BE ASTM 1-325 BOLTS,%"DIA. exs 40.2' .1� . 7,1,5' . � O � p 1 NO NUMBER NoN-ONFr/&r 3 26. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. OC ON CENTER RMo / ��_ i4.5' ROP'66' .1 _(Z, CS 27. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL AND BASEMENT IF APPLICABLE.POSITION NEAR ENTRY FROM HOUSE TO ATTACHED GARAGE IF -_ - PROPOSED ED � � 685 Bungalow Lane, CONCRETE NOTES OD OUTSIDE DIMENSION ____-- _ / o APPLICABLE. OPP OPPOSITE - : �* :ADDITI©N '_ 01) Mattituck, Town of Southhold 28. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ON EACH LEVEL OF DWELLING AS REQUIRED BY THE NEW YORK STATE BUILDING CODE. PTD PAINT(ED) EXISTING `" C" /��� New York, 11952 1. DESIGN,MATERIALS&METHODS OF CONSTRUCTION SHALL COMPLY WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 29. ANY ALTERATION,REPAIR,ADDITION,OR CONVERSION TO AN EXISTING DWELLING REQUIRING A BUILDING PERMIT NOW REQUIRES THAT ALL SLEEPING PROPOSED PROPOSED PR POWDER ROOM - 10' OF THE AMERICAN CONCRETE INSTITUTE-LATEST EDITION.ULTIMATE DESIGN STRENGTH FOR ALL REINFORCED CONCRETE SHALL BE 3000 PSI.AT 28 ROOMS IN THE HOUSE TO BE UPGRADED WITH HARD-WIRED AND INTERCONNECTED SMOKE ALARMS. ! DWELLING ' 1-STOAT 1-STORY PLWD PLYWOOD "� HEATED HEATED.,�' x 20,O, DAYS,CONCRETE PORCHES,CARPORT SLABS,STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR SLABS SHALL HAVE A MINIMUM SPECIFIED PART PARTITION n - 1. .2. - ,,�''� 2, 3 I S y COMPRESSIVE STRENGTH OF 3,!i00 PSI. POL POLISHED 'I t I 1-STORY v 1 S HEATED FF=+12.Af' _ `� L-, n 2. CONCRETE TO BE POURED IN AMBIENT TEMPERATURES OF+40 DEG.F.IF POURED IN COLDER WEATHER THE CONCRETE MUST BE PROTECTED FROM DEMOLITION NOTES RD ROOF DRAIN p a;Z. ti� 0 FREEZING FOR A PERIOD OF 14 DAYS.ALL CONCRETE EXPOSED TO THE WEATHER AND SUBJECT TO FREEZING&THAWING DURING CONSTRUCTION / g I drawing list REFRIG REFRIGERATOR O FF=+92.4' -1 es SHALL BE AIR ENTRAINED,THE TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE LESS THAN 5 PERCENT(5%)OR MORE THAN RES RESILIANT O -- O PROP.PORCH 5.7' 7 PERCENT(7%). 1.ALL DEMOLITION OF ANY STRUCTURAL ELEMENTS ARE TO BE FULLY SUPPORTED UNTIL NEW FRAMING INSTALLED FOR STRUCT.SOUNDNESS. RM ROOM O ' 14 11.1' A001 PROPOSED SITE PLAN A. KEEP FORMS IN PLACE,COVER TOP AND SIDES OF FORMS WITH INSULATED TARPS FOR PROTECTION FROM WIND FOR A MINIMUM OF 3 DAYS AFTER 2.ALL DEBRIS THAT CAN BE RECYCLED OR REUSED ARE TO BE STORED ON SITE UNTIL PROPERLY DEPOSITED OR REUSED. N ;,, PROPOSED � - STAT DATA RO ROUGH OPENING 15.9' i-STORY r / POUR. 3.ANY FINISH FIXTURES OR BUILDING ELEMENTS TO BE REUSED ARE TO BE STORED ON SITE IN A STABLE AND WATERPROOF FASHION. SK SINK HEATED \ NOTES B. AFTER FORMS ARE REMOVED,PROVIDE INSULATED TARPS TO HOLD HEAT AND PROTECT FROM WIND FOR A PERIOD OF 14 DAY AFTER POUR. 4.ALL CLIENT OWNED OBJECTS TO BE STORED SHOULD BE IN A STABLE WATERPROOF FASHION. 10 14.92, W N 3 -<• °' , 11' SD SMOKE DETECTOR �/ Exsr 12.1' 122' 17.0' v 3. CONCRETE AND REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING STANDARDS-LATEST EDITION 5.ALL INTERIOR SURFACES TO BE REUSED ARE TO BE COVERED AND MAINTAINED IN A WATERPROOF AND CONSIDERATE FASHION. SF SQUARE FEET N°N-ory RMo ROW N 001 PROPOSED FOUNDATION PLAN A. PORTLAND CEMENT AS PER ASTM C150-TYPE I. O C u w PROPOSED .---- SO 102 PROPOSED FIRST FLOOR PLAN SO SLAB OPENING O 9 1->TORY ` �+° 103 PROPOSED SECOND FLOOR PLAN B. CONCRETE AGGREGATES AS PER ASTM C33,'/4"MAX.SIZE. SOP SPRAY ON PAINT � 1 sroNE RET WALL 1 UN iEATED ,' APPROVED ; 1 C. WATER SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS,ACIDS,ALKALIS,SALT,ORGANIC MATERIALS&DELETERIOUS SUBSTANCES. -1.111. 1112' 10 PROPOSED ROOF PLAN D. REINFORCING BARS SHALL BE INTERMEDIATE GRADE NEW BILLET STEEL,DEFORMED AS PER ASTM A615,GRADE 60.ALL SPLICES SHALL BE A MINIMUM STAIR NOTES ST STEEL o 11' r ----------- -2 21.5' ' S.S. STAINLESS STEEL O � s I � 20,20' BOARD OF -i 1;USTEES S.p Q / OPOSEp OF 40 DIA.IN LENGTH.HOOKS AND TIES SHALL CONFORM TO C.R.S.I.STANDARDS. SW SHEAR WALL � S Y g � � / I ,, , TOWN OF SO UTi;O LD 2201 PROPOSED ELEVATIONS 02 PROPOSED ELEVATIONS E. COLD DRAWN WIRE OR WELDED WIRE FABRIC AS PER ASTM A82-84 AND A185-84. -THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIR ENCLOSURES SHALL NOT BE LESS THAN 6'-8"MEASURED VERTICALLY FROM THE TREAD NOSING OR TB TOWEL BAR �--T r / F. WATERPROOFING AS PER ACI 515.1 R-79. FROM THE FLOOR SURFACE OF THE LANDING. T.O. TOP OF 12 / C, / 13' 4. ALL CONCRETE SHALL BE AIR ENTRAINED(5-7%RETENTION). -GUARD HEIGHT SHALL BE 36"IN HEIGHT MEASURED VERTICALLY ABOVE THE LEADING EDGE OF THE TREAD OR FLOOR SURFACE. TE TOILET EXHAUST '-_ I PROPOSED 3 (�� DeZg# ,S ��(�/./� A301 PROPOSED SECTION GRAVEL e C -vJf/ 5. ALL FOOTING AND STRUCTURAL SLABS SHALL BE POURED ON UNDISTURBED VIRGIN SOIL HAVING A MIN.BEARING CAPACITY OF 2 TONS.SQ.FT. GUARD RAIL OPENINGS AND ANY SPACES BETWEEN BALUSTERS SHALL BE LESS THAN 4". TR TOP REGISTER /_ _ _ i DRIVEWAY % V is 6. THE CONCRETE CONTRACTOR SHALL COOPERATE IN SETTING ALL ANCHOR BOLTS,INSERTS,SLEEVES,ETC.AS REQUIRED BY THE OTHER TRADES. -HANDRAILS,WHERE INDICATED,SHALL BE 34"TO 38"IN HEIGHT MEASURED VERTICALLY ABOVE THE NOSING OF THE TREADS OR LANDING. TEMP TEMPERED 13' cc 7. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED.ALL SNAP TIES AND WALL PENETRATIONS SHALL BE CUT BACK AND GROUTED SO AS -HANDRAILS SHALL PROJECT NO MORE THAN 3%"INTO REQUIRED STAIR WIDTH. TERR TERRAZO % 1. /1"Y ACTIO .1 , . PRECLUDE ANY CORROSION. -HANDRAIL GRIPS MAY BE CIRCULAR,1''%"TO 2"IN DIAMETER.IF THEY ARE NOT CIRCULAR THE PERIMETER OF THE SIDES MUST BE A TOTAL 4 TO 6'/4"WITH A TV TELEVISION j rN500-C 4irI / ..'0 / 14' �w- 8. ADMIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED. MAXIMUM CROSS-SECTION DIMENSION OF 2'/4'. TYP. TYPICAL I / / , ' O ! �` -" 9. ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE IS POURED.ALL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON MINIMUM TREAD DEPTH TO BE 9",MAXIMUM RISER HEIGHT TO BE 8'/4".MINIMUM STAIR WIDTH TO BE 36". U.O. UNDERSIDE OF 14' o x REE -- �__ GROUND SHALL BE SUPPORTED ON PRECAST BRICKS OR APPROVED CHAIRS. -ALL OPENINGS BETWEEN SPINDELS/BANNISTERS/OPEN TREAD RISERS AT RAILINGS,STAIRS AND DECK GUARDS SHALL BE LESS THAN 4". LION UNLESS OTHERWISE NOTED f / ENCO PUMP ONE RET WALL ~ 10. ALL REINFORCING BARS SHALL BE CONTINUOUS EXCEPT AS NOTED,LAPPED PER ASI 318,CLASS"C",WITH 40 DIAMETERS MINIMUM,BENT AROUND VCT VINYL COMPOSITION TILE '_ ` / 4 / f 15' CORNERS AND HOOKED AT NON CONTINUOUS ENDS.FOR FRAMED SLABS,LAP TOP BARS AT MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT VEST VESTIBULE f' 1_ l t �I /� �n SUPPORTS,REVERSE FOR FOUNDATION MATS.STAGGER SPLICES AND OFFSET SPLICES OF BARS AT OPPOSITE FACES. VENT VENTILATION 15 / - -- eox _ I D F C E 0 V E 11. ALL SLAB-ON-GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES TO BE USED.INCREASE AS REQUIRED FOR DRAINAGE PITCH. W/ WITH ` . / I � �/ 12.EXCEPT AS NOTED,ALL POUR STOPS SHALL BE TREATED AS CONSTRUCTION JOINTS AND SHALL HAVE KEYS AND CONTINUOUS REBAR.WALLS W/D WASHER/DRYER 16' / 1 1 �`O 16' SECTIONS SHALL BE PLACED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS BETWEEN ADJACENT POURS. WINDOW & DOOR NOTES WC WATER CLOSET L____ _____ __ 13.FOR CONCRETE WALLS ABOVE GRADE,VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED AT MAXIMUM SPACING OF 40 FT.,AT LEAST 4 FT.FROM WP WATERPROOF - i " - D EC 1 5 2022 ANY SUPPORTING OR INTERSECTING WALL OR BUTTRESS,OR ANY WALL OPENING. 1.ALL WINDOW AND DOOR ROUGH OPENINGS AS PER WINDOW AND DOOR SCHEDULES. WIC WALK IN-CLOSET 17 ' x6'DEEP i w Any trees removed as part of construction shall 14. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE NOTED ON PLANS OR SHOWN AND ACCEPTED ON SHOP DRAWINGS. 2.HARDWARE TO BE APPROVED BY ARCHITECT OR AS PER SPECIFICATION. WR RESISTANT LEA H11 -' be replaced with new native hardwood trees at 15. ALL CONSTRUCTION JOINTS SHALL BE ROUGHENED AND KEYS PROVIDED WHERE REQUIRED OR INDICATED ON THE DRAWINGS.CONSTRUCTION 3.ALL GLASSS WITHIN A DOOR UNIT TO BE TEMPERED AS PER CODE. WD WOOD ��� 1 v southold Town JOINTS,OTHER THAN THOSE SHOWN ON THE DRAWINGS,MAY BE PROPOSED BY THE CONTRACTOR.HOWEVER,THE LOCATIONS ARE SUBJECT TO 4.ALL GLASS WITHIN 18"OF FINISHED FLOOR,SHOWER STALL OR A DOOR IS TO BE TEMERED AS PER CODE. WH WEEP HOLE .-�-�o%EXPANSION W a one-to-one basis on the subject property. Board of Trustee REVIEW BY THE ARCHITECT AND/OR STRUCTURAL ENGINEER.ALL VERTICAL CONSTRUCTION,CONTROL AND CONTRACTION JOINTS SHALL LIE IN TRUE 5.ALL EXTERIOR GLASS TO BE IMPACT RATED AS REQUIRED BY CODE. VERTICAL PLANE. 6.ANY WINDOWS NOT MEETING THE GLAZED OPENING PROTECTION FOR WIND-BORNE DEBRIS REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E.1996 `------__-__ i 17' 16. ALL FORMWORK AND PLACING CF CONCRETE SHALL BE PLUMB,LEVEL,AND SQUARE.THE STRUCTURAL ENGINEER SHALL REVIEW AND APPROVE. AND OF ASTM E.1886 PER IRC R301.2.1.2 SHALL BE PROVIDED WITH STRUCTURAL WOOD PANELS AS FOLLOWS;GLAZED OPENING PROTECTION FOR WIND _______ 1 BORNE DEBRIS(IRC R301.2.1.2)WOOD STRUCTURAL PANELS(CDX.PLYWOOD OR OSB)WITH A MINIMUM THICKNESS OF 7116"AND A MAXIMUM SPAN OF 8 18' '-1 - REINFORCING STEEL FEET SHALL BE PERMITTED FOR OPENING PROTECTION.PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE BUILDING COVERAGE KEY __ N PROVIDED.ATTACHMENTS SHALL BE IN ACCORDANCE WITH TABLE R301.2.1.2.PER THE IRC CODE 2020,NEW YORK EDITION. T Cr I ALL REINFORCING STEEL SHALL BE,ASTM A-615,GRADE 60.ALL REINFORCING BAR DIMENSIONS SHOWN ON THE DRAWINGS ARE TO THE CENTER LINE OF NEW STRUCTURES WITHIN 1(ONE)MILE OF THE MEAN HIGH WATER LINE MUST HAVE GLAZING CONFORMING TO WIND ZONE ll. �"O BARS,UNLESS OTHERWISE NOTED.ALL CONCRETE AND REINFORCING STEEL SHALL BE FURNISHED,FABRICATED AND ERECTED IN ACCORDANCE 7.TYPE OF HEAD&JAMB PAD TO BE APPROVED BY CONTRACTOR FOR ALL UNITS. EXISTING 1-STORY �\ i s WITH ACI STANDARD BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE STRUCTURES,(ACI 318-95).REINFORCED STEEL SHALL BE BALL DIMENSIONS AND ROUGH OPENINGS(R.O.)TO BE VERIFIED IN FIELD BY MANUFACTURER PRIOR TO FABRICATION. HEATED STRUCTURE DETAILED IN ACCORDANCE WITH THE ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES(ACI 315).UNLESS OTHERWISE INDICATED ON THE DRAWINGS,THE CLEAR CONCRETE COVER PROVIDED FOR PROPOSED 1-STORY W i _ \�'J� tO?HER✓f� y�j. date: 11/22/2022 REINFORCEMENT SHALL BE: HEATED STRUCTURE 19' w I ����5 F�F,� roject:_685 BL A. CAST AGAINST EARTH AND PERMANENTLY EXPOSED TO EARTH: =3" -..-._._-- - B. EXPOSED TO EARTH OR WEATHER#6 THROUGH#18 BARS: =2" PROPOSED 1-STORY w n by:e.d. 3 18' 30"I, #5 BARS AND SMALLER: =1.5" UNHEATED STRUCTURE '__ kd by:c.j. C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GRCUND(SLABS AND WALLS): =0.75" '125"�� D. BEAMS,GIRDERS,COLUMNS,PR MARY REINFORCEMENT,TIES,STIRRUPS,SPIRALS: =1.5" , PROPOSED 2-STORY 40,53"W N ng STEEL REINFORCING REQUIREMENTS IN FLOOR SLABS SHALL BE AS REQUIRED BY CODE AND/OR LOCAL JURISDICTIONS,OR PER SITE CONDITIONS. y' '• ' HEATED STRUCTURE 19, N670 �PN� A 031541 �C) CONCRETE WAY WITH 6"x6" W1.4xW1.4 WELDED WIRE FCH SLABS AND EXTERIOR ANCRETE BRIC C(W.W.F)NUN ESS OTHERWISE SHALL BE INIMUM 3,500 NOTED IOR DIRECTEDNED,4"THICK WITH#4 BY THE STRUCTURAL BARS AT ENGINEER BOASED ON SITE S PROPOSED PORCH ,`� n�QV v 1 PROPOSED SITE PLAN �c A-001 EDGE OFpAVEMENt I'� F We:, CONDITIONS. VAG -001 SCALE: 1" = 20' ch Frey #031547 1 ��`", K:• V Ilk T -7 IL ,� ,, +• _ -�� Vis,: z 11 / 9/2022 1456 DWELLING PROPOSED 8'0 X 4' r PROPOSED 8'0 X 4' McDONALD GEO SERVICES PUBLIC WATER DEEP ROOF DRAIN DEEP ROOF DRAIN 11/10/21 260.00-&' ELEV. 13"8 N 49 15'00" E _._._._._._ . =:_. EL \ cA 0.5' DARK BROWN LOAM (OL) 19.3 —BORINGS , 2.5' BROWN SILTY SAND (SM) \ I SOIL I 1 x \ I ELEV 3.8 1tL 0 PROPOSE SANITARY PO o + \ o- SYSTEM1 \ S R�IICS 3.1"� P91 1 O'C' \ AF 1 � ; \ 10.0' PALE BROWN FINE SAND (SP) OvAl 54E ? ArA �• .' -�'' � • +�;"`^.---- PROPOSED I"1 �;. C. FENC E " HIGHEST EXPECTED GROUNDWATER ELEV 2.0 I �� ; PROPOSED 8'0x 4' 4.0' WATER IN PALE BROWN FINE SAND (SP) C \1 DEEP ROOF DRAIN \ " '► C*kf �C t GAR `G516 F 1 �-, / \ TEST N OLSE DATA OyOSP� a P OPOSEDLOT AREA: x ADDITION \ +" w p 31 ,122 SF / / \ ' 0.71 AC. _ \ «-OLIOLISH " .„ — �" XISTIIUC GARAGE °I... .. .. cs` ELEV _ 4r _ _- 17.7 , � �� ^..•.�.,�»,�. - " " 15'� 00" W PROPOSED 8'0 X 4' 298.47' t11I.E,S 49 DEEP ROOF DRAIN PROPOSED 8'0 X 4' DEEP DRIVEWAY DRAIN PROPOSED STORMWATER PLAN NOV 14 2M SILT FENCE SCALE; 1"=20 CONSTRUCTION SPECIFICATIONS � Id 1 WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH DRIVEWAY DESIGN CALCULATIONS ROOF DRAIN DESIGN CALCULATIONS FRONT ROOF DRAIN DESIGN CALCULATIONS REAR lhoteft WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" DRIVEWAY AREA=4667 SF ROOF AREA= 1550 SF ROOF AREA= 1750 SF 2. FTI LTER CLOTH TO HARDWOOD.E OR E TO BE FASTENED SECURELY TO WOVEN WIRE FENCE 1923"2"RAINFALL/12 x 0.3(runoff coefficient)=96.6 CF 1550"2"RAINFALL/12=258 CF 1750'2"RAINFALL/12=291.7 CF WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL 96.5CF/42.2 CF/VF(8'DIA. POOL)=2.3 VF 258 CF/42.2 CF/VF(8'DIA. POOL)=6.1 VF 291.7 CF/42.2 CFNF(8'DIA. POOL)=6.9 VF BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. PROVIDE 1 -8'DIA X 4'DEEP=4 VF PROVIDE 2-8'DIA X 4'DEEP=8 VF PROVIDE 2-8'DIA X 4'DEEP=8 VF 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFl 10OX, STABILINKA T140N, OR APPROVED MAP APD EQUIVALENT. MOF MARRATOOKA PARK 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. FILED 5/7/1914 MAP # 19 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED �+ WHEN "BULGES" DEVELOP IN THE SILT FENCE. SITUATED AT MATTITUCK WOVEN WIRE FENCE (MIN. 14 1/2 TO" OF SOUTHOLD GAUGE W/ MAX. 6" MESH SPACING) 36" MIN. I SUFFOLK COUNTY, NEW YORK DRIVENPOSTS MIN. 16"FENCE 36" MIN. FENCE POST S C TM#. 1000-123-3-9 r 10' MAX. C. TO C. INTO GROUND. MWOV1/2 EN WIRE W MAX((MIN. NM14 Z 685 BUNGALOW LANE, MATTITUCK - SPACING) MTH FILTER CLOTH UNDISTURBED GROUND « FLOW o M HEIGHT OF FILTER = 16" MIN. GDMPAGFl D SOIL z DANIEL R. FALAS C 0 , P .E . , P . C . - EMBED FILTER CLOTH "A MIN. OF 6IN GROUND. " .�---- 4" CONSULTING ENGINEER 8" MIN. SECTION VIEW 94 STEUBEN BLVD., NESCONSET, NY 11767 PERSPECTIVE VIEW (516) 317-7209 SILT FENCE DETAIL DATE SCALE DRAWING NO. N.T.S. 11-08-22 AS NOTED Ilk Glenn Goldsmith,President ���"� �'OG Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski P.O.Box 1179 Liz Gillooly �y • p� 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: Jeffrey Patanjo on behalf of MIKHAIL & JENNIFER RAKHMANINE requests a Wetland Permit to demolish existing 22'x22' detached garage, concrete patio, and portions of driveway; demolition (project meets Town Code definition of demolition) and reconstruction of existing 40.2'x44.2' one-story dwelling and construct a 14.5'x27.4' one-story addition attached to existing dwelling and new 21.5'x31.3' two-story addition connected to new 21.5'x22.4' two-car garage; proposed 21.5'x13' rear patio and 5'x14.5' front patio; abandon existing rear yard santiary system and install an I/A low- nitrogen sanitary system in the front yard. Located: 685 Bungalow Lane, Mattituck. SCTM# 1000-123-3-9 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples revisions date existing situation 08-26-2021 updated site plan(topography) 10-29-2021 ;080 oni*q TR Tz ��e 0 -t E 0 0E .0 NT C: 0 10 C4 C_ 0 0- z 0, 0 U -C 0 @ U CO Q) >. 0 0 z� U z Lii U z LJ.J 0 0 C) STATISTICAL DATA & DESIGN CRITERIA 0 8. 0 0, V) 7' V) (D /) 0 0 OWNERIAPPLICANT: MIKHAIL&JENNIFER RAKHMANINE 6' UJ C: 0 6 C3 C: 0 �: (_5 PROJECT LOCATION: 685 BUNGALOW LANE 0 MATT TUCK,TOWN OF SOUTHOLD,NY,11952 ------ 0 6 UJ 0 0 SCTM#- 1000-123.00-03.00-009.000 _kQl- 3' LO 04 SCHD APPROVAL#- — —-—-— 0` C: ZONING DISTRICT- R-40 :) FLOOD ZONE- NA — —-— —- —-—-----rig- LO >_ 0 WIND ZONE- HV @ 130 MPH(high velocity) 00 z - - - . . . EXISTIN G/PRO POSED FINISHED FLOOR HEIGHT- 12.41'abv.grade — — — . . . USE GROUP- R5 ...... ' CONSTRUCTION CLASS- 56 8 :t= F— BUILDING CODE- 2020 RESIDENTIAL CODE OF NEW YORK STATE V) Existing Proposed Required LOT AREA- 31,122 sq.ft. 40,000 sq.ft.min. ADJACENT AREA(UPLAND)- 29,672 sq.ft. LOT COVERAGE - 2,182 sq.ft.(7.35%) 5,934 sq.ft.(20%of adjacent area max) BUILDING COVERAGE- 2,182 sq.ft. LOT WIDTH- 125 ft. 150 ft.min. HEATED FOOTPRINT- 1,381 sq.ft. HEATED AREA- 1,885 sq.ft. ...... LIVABLE FLOOR AREA- 1,682 sq.ft. 850 sq.ft.min — —-—-—-—-— — 7' GROSS FLOOR AREA OF BLDNG: HOUSE 1ST IFIL 2,181 sq.ft. HOUSE 2ND FL sq.ft. TOTAL 2,181 sq.ft. 4,317 sq.ft.max.(10%ADJ.AREA+3,350 sq.ft.1 U Principal Building SetbacksMP-11 FRONT YARD- 100.97' 50'min. REAR YARD- NA 50'min. SIDEYARD E- 4.60'ex.non conf. 15'min.1 side SIDEYARD W- 22.12' SIDEYARD TOTAL- 26.72' 35'combined minimum 4' BUILDING HEIGHT- 13.66' 35.0'(@ 2 112 stories) 2 7' Accessory Building Setbacks:NOT APPLICABLE5, FRONT YARD- NA NA REAR YARD- NA NA 5 SIDEYARD SW- NA NA SIDEYARD NE- NA NA 6' dob # 8 U) 1 Loads: IDA SNOW LOAD FLAT ROOF- 15 p.s.f. GROUND SNOW LOAD- 25 p.s.f. 7' SNOW EXPOSURE FACTOR- .7 C6 SNOW LOAD IMPORTANCE FACTOR— 1.0 Cv 0j WIND LOAD DESIGN- 130 mph per WFCM(3 second gust) 8' WIND LOAD IMPORTANCE FACTOR- 1.09 WIND EXPOSURE- D 47.7 p.s.f. WIND LOAD DESIGN PRESSURES- WALLS=58.8 p.s.f.(Zone 4)70.3 p.s.f.(Zone 5) 40 property address Q) ROOFS=67.7 p.s.f.(Zone 1)79.2 p.s.f.(Zone 2)134.0 p.s.f.(Zone 3) LIVE LOAD(living,1st floor)- 40 p.s.f. ko 685 Bungalow Lane, LIVE LOAD(bedrooms)- 30 p.s.f. V_ 0 Mattituck, Town of Southhold LIVE LOAD(ext.decks)- 60 p.s.f. 0*) LIVE LOAD(attics)- 20 p.s.f. EXISTING "Zi- New York, 11952 1-STORY 10, co N FRAME 4 2;*F — 41, DWELLING _,F-)(ISTING L.F.A:1682 SF 1-STORY drawing list C:5 ` _1,———————— STEP FRAME �44 A001 EXISTING SITE PLAN 15.9'C\1 10, // Z. ED GARAGE 4.9 A101 EXISTING BASEMENT PLAN I Al Cd C6 12.2' 31 A102 EXISTING FIRST FLOOR PLAN % A201 EXISTING SOUTH-WEST ELEVATION Q) EXISTING NORTH-EAST ELEVATION 12' EXISTING SOUTH-EAST ELEVATION 0) 0 EXISTING NORTH-WEST ELEVATION i< ASPHALT DRrVEWAY 12' 13' ---- / 14' BLOCK RET.WALLW001ET.. 1L 14' 15' 0 16' 16' 17' SEP 2 8 2022 t'o I d 18, 17' LT, A CpHER date: 9/26/2022 oject: 685 BL 18, n by:e.d. \N A25.00' kd by:C.j. 19, 61 0 i (P ng VA # EDGE OF PP�ENS 'A Kl_� EXISTING SITE PLAN l?", F N 031541 0 A A-001 #031547 V-ooi) SCALE: 1 20' ri I C If rey revisions date existing situation 08-26-2021 updated site plan(topography) 10-29-2021 "p I 'I I' 10144101&6� 96&"W v 3 Te V..-W I CAJ _01"Itov-1 V) U-) 0 E E 0 -Z �z 40'-2 1/2" 0 V't 0" 0 0 %e�;A < 38'-101/2"+/- < E CL 10 C)-_c • c"t Q_ z c: LO U 0 @0 L) 0 >_ 0 L Uj is UP LU 0 C:)01 Lyp 1R 0V) 0 0" 0 U) LUc: o ry 1 (y) 0 0 0 LU -5 0) Lr) (y) 0, C14 J.: co 0 LO C z 5�. 0 F T 4% SEPoTIC LINE OF FLUSH 3-2x8s(2W 1/8"ACTUAL)GIRDER ABV L U C? C? "T T 22'-5" BASEMENT All-, Ex.Basement I PRD.CONT 2 V-1 xrrsl� T IIII DN IR NJ% CRAWL IIII DIRTIIII dob # M", Ir L IIII _j GARAGE EMT Q property address I PRO C4 r, IIII F-0 BASEMENT CONC. CLNG:EXISTIN N PRD.C GI N CN 685 Bungalow Lane, Mattituck, Town of Southhold iiii gk Ex,Basement New York, 11952 lilt 1111 -----------— ———————————— ——— drawing list "T A001 EXISTING SITE PLAN A101 EXISTING BASEMENT PLAN A102 EXISTING FIRST FLOOR PLAN A A201 EXISTING SOUTH-WEST ELEVATION EXISTING NORTH-EAST ELEVATION EXISTING SOUTH-EAST ELEVATION OIL TANK WH EXISTING NORTH-WEST ELEVATION 7— r .7 10'-8 114" 16-1 1/4" 12'-0 114" SEP 2 8 2022 Sou*.hald Town _Board of Trustees A ���ePr�ER✓F'��yi>� ate: 9/26/2022 c roject: 685 BL n by:e.d. kd by:c.j. (P ng # �A C) EXTNG. BASMNT/FOUNDATION PLAN 31541 A �-101 SCALE: 1/4" = 1' chn f rey A-1 01 1 #031547 revisions date / existing situation 08-26-2021 updated site plan(topography) 10-29-2021 / j A- 01 % / CA Lo a � vv o 4�-2 1/2" c �, _ +/- / n * 4 11'-4 3/4"+/- 16-0" �, j C3R CL FN � .( v O Q z / D O U 0 / = c ) z I I / W i U z I I W O O / I / ._ O o I / I a O I / I W% O O �� �d L------ J H J ('7 O t— o o / W ( C t BEDROOM 3 I / LIVING RM I DINING RM % z o. WOOD FLOOR I / WOOD FLOOR WOOD FLOOR « CLNG:T-11" CLNG:7'-1," I CLNG T-11" C0 (h L---- ------------------------------- --J I / z oo Z O r----/-------------------------------- --� 1 / \O N L-�---------------------------------- -- I r-f----------------------------------- ----- II ---------------- ry 010 / I / I « L----------------------------.--.-.----- --J 10 'v /r--------------------------=------------i 0 j 21'-9 3/8" ch CLOSET I I o o d o KITCHEN 1 i /'1 I I TILE (fir./) « I I CLNG:7'-11" / M CLOSET d N / L---------------------------------------J fh + ----- M + / A-201 % I -------------- I I L ---------- ------- ------------ .11 - \\ 1 1 r ----------- FIREPLACE / ------------ + ----------i + BEDROOM 2 r----------- =� I I Ex. Brick Walk i � WOOD FLOOR / L----------- ' -- - --J REFRIGERATOR � CLNG:T-9 v2'• % , % dob # j Ex. 1st Floor zm « i % +0.00'+/-(+0'-0"+/-) 000 i" DN / / 1R HALL WOOD FLOOR r -----I w I CLNG:7'-11" I ATTIC i ` « + % * o I ACCESS I SIDE ENTRY Ex.Conc.Ste GARAGE m V CLOSET U L----J WOOD FLOOR ZK -' 0 0.66'+1-(4-8"-q-) % property address PRD.CONC. N N CLNG:7'-„' / 685 Bungalow Lane, O / CLNG:EXISTING BATHRM 1 Town of Southhold / TILE a Mattituck, CLNG:T-8112” New York, 11952 / DN % / SHOWER IR i drawing list ro BEDROOM 1 1 OFFICE o WOOD FL OR WOOD FLOOR iv Ex. Brick Walk / A001 EXISTING SITE PLAN CLNG:7'- 1/2" CLNG:7'-91/2" -1.33'+1-(-1'-4"+l-) / i A101 EXISTING BASEMENT PLAN A102 EXISTING FIRST FLOOR PLAN % jdk Ex.Wood Stood j +0.00'+/-(+0'-0"+/-) j A201 EXISTING SOUTH-WEST ELEVATION j c/)i EXISTING NORTH-EAST ELEVATION `. EXISTING SOUTH-EAST ELEVATION / DN14A I EXISTING NORTH-WEST ELEVATION L II j Z I � � PRO.CONC.APRON II J i % gk Ex.Brick Walk jC,) -1.33'+/-(-1'-4'+l-) '------------------------------------------------ 0 / % a Q ASPHALT DRIVEWAY / / / Hirt.■rn�+..�� D E ' E � C� C j 11'-4 3/4"+/- 8'-10"+/- '-10"+/ 4'-6 1/2"+/- 11'4"+/- SEP 2 8 2022 / / / 12'-1"+/_ 16'-1 1/4"+/_ 12'-0 1/4"+/- 14'-5"+/- 22'-5"+/_ / Southold Town E3dard of Trustees I I' 1 \Co \Sto ✓eA y��� date: 9/26/2022 roject: 685 BL n by:e.d. I I N� ng EXISTING FIRST FLOOR PLAN S�� 031541 ��O -102 SCALE: 1/4" = 1' chrl�F NS v fre A-102 #031547 revisions date existing situation 08-26-2021 updated site plan(topography) 10-29-2021 T .41i.ZD.291?�• —_ _—_—_—_ Ex_Top of Eoof U VL S 1 +12.33'+l-(+12'4"+/--) -------- _ — __ —._--_ -- _ _ I I I I I I 4 3 A-201 I I Ex.To of Wall — ' I Top — -------- - --------------------- — ==_===---= —__=__======- - --- ----------- ' ------------------------------- +8.00'+l-(+8'-0"+l-) i I I I I I I I I I I I I I 1 1 I I I I I I I f I I 1 1 I- I I I I I I 1 �j + I I I j j U 0 0 N O `V ? I LEII I I I I I I I j j I I I I I 11 I I I I I ( I I �-- � � � � Q I I I 80 I I� I I / I I I I I I E (D < N I I I I I I I 1 I 1 1 I I `p QL • z I --I---.-- — —. '' -----I I / I I I I I I C O Q Z Ex. 1st Floor , I I o t\ • I +0.00'+4-(-4-0"+l-) — — — -- ----- i I i i U-) oL---- ---------------------------- -------------------_-----___--1-1 i U co O r ,Z 2 SOUTH-WEST ELEVATION -201 SCALE: 1/4" = 1' L1J U z -----------------------------------------------------------------i `7— T- W — O gk Ex.Top of Eoof_— — — — — Q D o O 0. C O O 3 i _ __ —- —— 4 I_LI a c o 11 A-201 A-201 � O O O I- 1 I I _._..-.. - E0�of Wall--------- -- 0) � N ------------------------------- -------- x.T I 1 +8.00'+l-(+8'-0"+l-) C I I I II II I Z) I I I I I I I < C I 1 II II ID i I + F- 1 I I I II I p y I 1 �BO LJLJ. i I itLLL II I ♦ / G I I II II I ry ' II - II-- -- - - - I -------- -------- -------------- - -------------- --- - --- Ex. Ist Floor +0.00'+ +0'-0"+-) -- ► ----------------------------------------------------------------- / \ 0 tfy 2 NORTH-EAST ELEVATION A-201 SCALE: 1/4" = 1' — — — —__ Ex.T-of Eoof +12.33'+l-(+12'-4"+/--) �_� —_-_ __.—�_� — --- - - d o b # — A-201 _____Ex.To of Wall — `__ __—._.--------_ _--- — _ Lop --------- _ --_ -- ---- -- — I II it II II I 1 I I I ® ® I I I property address 685 Bungalow Lane Mattituck, Town Of Southhold 0 New York, 11952 � I II II II II I I I I II II I I II I I II \ II II II I _ Ex. 1st Floor i i i i t 1 1 I I , drawing list -- ---------------- go n?:�.r�h. �.;jx•_�, �?�.�'S`i �:�ty�i�"^?'r°" EXISTING SITE PLAN ? A101 EXISTING BASEMENT PLAN A102 EXISTING FIRST FLOOR PLAN A201 EXISTING G SOUTH WEST ELEVATION EXISTING NORTH-EAST ELEVATION j EXISTING SOUTH-EAST ELEVATION EXISTING NORTH-WEST ELEVATION 3 SOUTH-EAST ELEVATION 201 SCALE: 1/4" = 1' z-_r Ex.Top of Eoof_—_—_—_— — — — --_— +12.33'+1--(+12-4"+l-) 1 —_� �• A-201 ---------------------------------_��___ ��tio ���., -------- OIL x.Top of Wall--------- -- ' ' SEP 2 8 2022 Southold Town + Board of Trustees I II 11 I O ii 00 I dHH II II I — -------------- ---- -- --------- Ex. 1 St Floor— — ------ _— +0.00'+/_(+0'-0"+/_) \g \��pP�ER�F�� date: 9/26/2022 roject: 685 BL n by:e.d. jkd by:c.j. (P ng 4 NORTH-WEST ELEVATION A 031541 �o 2o1 SCALE: 1/4" = 1' O F N5 A-201 chn frey #031547 _ T/MON ` 8.43' FD x 4 4.0' ,;o HWM �/ -- 0.98' 1 III 5tc0��0 �•. 20, 4.1' � qP°Q�y<P� I SETBACK �O 2 O _ `NOO 1 10- 6.8' e a [C/ 3.51 �\OPL �/ Il I I OR \V;Z / m11 I ° C, p 4 _ �x� I/ w d �o �i� / - x m T '1 , EXISTING LOT AREA=31,122 S.F. 5.8' / 111 \\CP� SANITARY/SYSTEM / ADJACENT AREA(UPLAND)=29,672 S.F. .�— / al rm o \ (TO BE REMOVED/ 81NF(LLED) a I I \ \ An, 'y c�I I 0 FE.5.6-W,- 2 —C /3S.72, h PRO�,MTIUq \T(P/ZOp• Cq 1H cn 10.5' I II '; 12. 1'• /\\\ GATE _ 2 CE EL=6.0't 40.2' Lzotpy ' W--- 132.Sg, LL STEP 1 STY c"iP�N`} .0 10.7' FR RES#685 v FFL EL=12W 2-2.4' J / st '7 27 6Y rb w •t/', / FFL EL=12.41' o 8�f»SP3' /- - - — FR - H GPBE7P r` b 15.9' STOOP Ib937 2.1 'W 14.92, 12.1'`d m 12.2' 0 17.0' g _ 2 10.9' MASWALKCO 1C. Pte,R � 1 t _w J // : ELECTRIC FOR PR , 2-.800 Q 20, IfA UNIT STO<�1E GAR WOAD p p / HYDRO ACTION WALIIi E / AN50D-C a w (,nR r TREATMENT UNIT ) O> / t1. • BLOC RET.WALL _ CL ° 1 13.8' / ORENCO . _. FE.O.L. / ¢ PUMP 13.23' J �D-BOX (2)e'0 8'DEEP a LEACHI/JG POOLS 16.1' p cco a 16.61 �P. 17.1' PROP. ^� z :SANITARY / II -.SYSTEM U I t 501/1 0� 1 WU EXPANSION W 1 z Q w CM N LU 1 = 2.1 N\ FD O o ' UP p PVEMENt CM 0.5N Z i WM FD E/P 17.83' a PIT OF CM Fap 18.54 FE.0.6W FD EDGE 193a N 67°40'S3n VV \n� ,akpAGN\- V �1 MAP OF DESCRIBED PROPERTY SITUATE AT MATTITUCK TOWN OF SOUTHOLD �1 , EC E IV SUFFOLK COUNTY, NEW YORK ALSO APPEAR ON "MAP OF MARRATOOKA PARK" SEP 2 2 2022 FILED: 5/7/1914, FILE#19 CERTIFIED TO: MIKHAIL RAKHMANINE AND JENNIFER RAKHMANINE FIDELITY NATIONAL TITLE INSURANCE COMPANY(TITLE No. 7404-010660) Southold Town Board of Trustees ©COPYRIGHT 2022 WARD BROOKS.ALL RIGHTS RESERVED.DUPLICATION OF THIS DOCUMENT IS A VIOLATION OF FEDERAL COPYRIGHT LAW. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. CERTIFICATION SHALL RUN ONLY TO THE PERSON,THEIR INTEREST AND/OR ASSIGNS. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY,AND/OR EASEMENTS OF RECORD,IF ANY NOT SHOWN ARE NOT GUARANTEED. SCALE 1"=30'(11"X17") ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72032 OF THE NEW YORK STATE EDUCATION LAW. SCTM 1000-123.00-03.00-009.000 DO NOT SCALE FENCES.OFFSETS SUPERCEDE. SURVEYED:MARCH 11,2021 ELEVATIONS REFER TO NAVD'88 INDICATED THUS 0_0'.PROPOSED ELEVATIONS INDICATED THUS0.0' REVISED:JUNE 29,2022 LAND SURVEY LONG ISLAND.COM WARD BROOKS LAND SURVEYOR 11 OCEAN AVENUE BLUE POINT, NY. 11715 (631 ) 576-7794 (631 ) 363-3179 WARD BROOKSO@GMAI L.COM FILE#11067 - revisions date -- FRAMING NOTES STATISTICAL DATA 8 DESIGN CRITERIA 2020 F.;=SIDENTIAL CODE OF NYS COMPLIANCE DATA _aael�anPanan oe_zazoz= Plan(I.-OW ---Io-zsz9zi 1.AUMUNGLUMBER SHALLBEGRADESTAWEDHEN RRURCHSiRL'C LGMDENO.2(FB=115WSq ORBEi . unemam desgn 2 PRSSURETRML PILESTOBEITM!N,BUR,BKi2TONBEARINGGPAC PMPRETO BE VERRMBYUCENSEDENGWEMMNDGUGPILESTO i un_emalic desgnsbpe_-______ 12-132021 SE5FT.aEWWGMDECCNT. M.'OTLOCATIDN02162021 >.ALLSNaA GTOBEAPAMTO.EXPOSUREI,S�%MINIHICKNESBORASNOTED, niFTiY LACK i:'NNOF SC'Lt1i0aD,:Y.11552 I <J12-CONJ"yd1GEM11EiF!OD IINNDATORYANO PRESCWFTNEPROV1310N3 _dee ng tlevelopneM alage 02.16.2022 _ 4.ALL SUBFLOURNGTOBEAPAMTEDSNRC4-LA REXPOSUREI,Y-'MNTHCKNESS,ALLEDGSOFPLYWOODTOBESUINSOUDKMO NGGWE DEC-ilissdn 02-232022 AND HAIL RYW000 SUSRDOR TO FLOOR JOISTS WITH SO NABS OR I.O.SE.SU6 OOR FOR 5A CONSTRUCTION sc-- i`ir?f2:'+C-03..04G+�.-0P I :KBwoPstudt�t6 we - - dasgndevelgmem loge -_-_06,3M2!_ S WALL SHEATHING"LING REQU%MUTTATTACH SIB'MMIOR GRNDEe1UTHNGTOWALL MAIANGWITH60­@ MN 60 G,E(IERIOR EDGES SCHOAPPROVAL4- P.2Cd 13.5 R-132nrymsWUG.,p1W ScmnrxausmsJ1lo tdeat t05 bpgtlmR pemncudnlsvon 0830.2022 AND BD017D.C.INTFRMMiATEWHEN MSICWIND SPEED ISGMATERTHAN100 MPH,EAVESANDCABLE ENO WALLS;AND 4'O,GTO GABLE END WALL 26NINOOISTRJCT_ p4T _ nawKd WYxootlsPaaWtg(cwl0aous) _ ____ FRAMNG ASPERR6o23(1). RDODZONE- NA 6015,aaanmom fdlOWdrq papa ___-_ ____ S ROOFSHEATHWGNMUNGReCAREMEMS AI'TALH59' TOWRGMOESHUA NGTOR00FFP INGW 8DN41LSATlKN ..C.ONAUB_NT Wl ZOhE- N.BWIATTICSPACE3 R-W malyinifAaAon(RJ0d100%onmlryrassed etle�aevmltrgTlttej. -- - JOINTSANDITGGWTHEREM.W N4'OFROOFENEORRNGESPACE8DAT4'OC.SY 1414 0FGBLEUSE80 RNGANANKNAILSAT60C.USE IXISTMWPPOPOSED1NISNWRGCRH-ciGAT- !2At'abr.graae 40222-CVLWGSVJGATRGSPACES,RJOanryiceUa I100%unconpesied Wen65 werxaVSW Web. 8DRING­NMLS ATA'O C,ATGABLE EW WAUCRGABLETRU55AS PERR6023(1). USE GRGUp_ RS 40212-B45F.K`1!W'ALLINSLURON'10113,R-10@Mardnvs Woon,8-13 tanryirtsJaEort - 7 ALL HEAOERS64 AND OVERSHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,74MO OVERTMRE LPRIGITSALLHFAOERS SHU_BEA KIM-OF2 CONSTRUCPONCUSS- 59 4021.21GRAWLSPAMWALLINSIAA110N 10113.8-10@bpadlmda0on,0.13 PrArylnsdaOaA -2X8'SASSHOWNONDMWING B'J{L^_NtG CDDE- 2021 RMUSNIIIAL CODE OFN£YJYOP.F STATE 4021.2-ROORINSUI TIONOVMWCONORIONEDSPACER�-VIn'J-Irt 8.SOLID BLOCKING SHALL BEPROVIOEDFORALLJOISTSAW FLOOR BEAMS PER NY,S.OR AS NOTED@84T O.0 MNPROWDEZSPACEMRAIR 402L2-FENEBi F:110N CiADNG MAXWUMS LLVALUE-.323S1GC=A0(SKYUGHTWm-.SS). GRCIILATION ON ROOFS ENsdnn Freposae Seo 40213-SIAE OU WOE FLOORS R-52R0. Idged loan bade oo Zlr M¢agffi/Nd9aW. 9.DOUBLE FRAMING AROUND ALL OPENINGS(SKYLIGHiS,STAIRS,ETC.)UNDER ALLTUSS OR AS NOTED ON DRAWINGS LWAREA- SI,iY2s4 31,a22zq.tt. g0obcq li.mm. 40224-ATIICORAWLACCESSTHRU MO:amezzsmmeWlba Wealba slopped all h-W9Jaa apPnRIP1w ,cG 'i.DOUBLE UPFMMNG UNDER AUL POSTS AND PARALLEL PARTITIONS OR M NOTED ON DRAWINGS,ALL-TO BE SOUO3%'X 3'N.ALL 6 X 63 TO BE SOIAGETTARE4IUPLAND)- ISM", 23,6T2wA. 4024.1-BUNDIC:THERMAL ENVQOPE(arleaMage)mlalarrdsamt pereoaems W be se 4p WN-P,d ft 2020 IECC ft4034.1.1 WM®dK 9oWAC. 500051?%5Y'.PROVIDE2 STWWA MRPLUMBWGWHEREINDMAT@ONPUNS LOT COL'-C.- 21C2sa.1ll.3:•k: ;592sq.tl(IZ-) S,SI4 zgJf.RO%ctadlsam arwmak 'aesNxvnfpngaanazbanamMatlpmatmN. - J s 11.AUFLUSH WOOOCONNECTOMSHALLBEFASTEM@ HMTEDGLVANZ@CONNECTORSBY-SIMPSOWMAPPROVEDE"LA MBTED SIC-COVERAGE- 2181 cp.A. ;?!2,JL 4024.2-FIREPUCES dwoddmtlgttr Pp wl Nme TWIMg 80e datryasandtlmcaMaNOm mMusmnan. mow?- n LUWMfflLLRWURESTAINLEMSTRFASTENQtS,ANCHORSANp00N aORR LCTWIDTH- ISN 1250, ISO'Lmm. 40245-BECESS£DUGHDNG racessedlallmmes lmTdbtltn MebuWng tbamalemdtpe sKag Oe sededbfartmlealaga CellsencarAtlonedanduPcdWOmed = '-' 12 NAILWGSCEOULESHAUBEASPMRY.S.BULWINGSODEASA MNIMUMAUVSS%DSSHTLRECM&lMNARSATSILLPUTE ALL EMERIOR HEATED FCAtPRI;P- 1:31 aqA 1,63Tse.0, spaces. �'j NAILBARET0 BE GALVANIZED. HUTEDAR'cA- i Siq.G ),I2Daq.L 403L1-THERMOSTAT d WA'Drg OMa A leve PNl (1)rPSPo mtle ffi a Id sepade bmlrgaM 1­9 ioli a 20151 ECC PKIIP,403.1.1 x4uea 13.ALL INTERORANC EI(TERIORFlHSTIES,FLASHINGAND WATENPAOOFlNG SHW.BE BYARCHTECT. L-1-FLCCRAREA- 1.632sgR 2342 sq^ 6501q.MnM bealpmPryAanllaelpsi¢WanMlal'deMorasdanm Mnrsysed NeNamosttt slag peveNNe wpWemenlsy heat!mncom:g onwAan Nafiettpulq anneal U 14,ALL ROOF RAFTERS SHALL BEATTACHOTO THE PLATE AND SND WITHGLVAMZEO HIJRRICANETYPE CONNECTORS BY'SAFSON ICUM'OR AaOrglmd MaPtanrmq.@MN SSagee aMMAX Bstlegea. `=C{y �- APPROVO EQUAL-FOR TIMBER MILE FOUNDAUONS,PROVIDE HURRICANE CLIPS ATTHE PERIMETER JOIST TO GIRDER CONNECROR GR059FLOORARE40FBLDNG' 40331-MEC!ANCALDUCTINSIAAPON - ✓0 15.ALL PREENGWEERED LUMBER SHALL BE ILEVEL-TRUSS JOISTS(TJBW000.t RNSANO LVL PRODUCTS OR EOWLALLJOISTS,GRDERS AND HOUSE TBT FL 2181 cq.R ;]24:% sWiyrtttundWSlnamc:RBrtmman - R� HEADERS SH4LLH BFARNGSnFFBMSINSTALLEDASPMR UFAUMCSRECO EF ATIONSWU STFF MSSHALLBEREQUWEDATALL HOUBENDR -sqA 82248. swW/aaadlmmamnd4pmtla�nae'RammmAn _ � �m LOADANDBE NGPOIMSATAMININUALASINGLEW. LWMMJOISTSMLLSEREOURESATROORPERIME S.HNDUNG.STORAGEANO aBdM1e Nmett¢f tlwsebcebdmr4lalely0mde the Euddng NdmN mrvdape Rbmmmvn j,^5' p.- ERECTIONOFCONFONEMSSHALLBEASPERMANUFACTURESRECOMMENDATONS. TOTAL 1146a. I,]tTeq.Mmai(taWAOAAra6l.usvw Al acs lmalea prmmlaweabM.RE mwmam �_ ' `W 10 ALL IAULTIPLE LVLPRODUCTSTO NAVE 2ROW5OF%'DMA VANZEDMAGHINEBMTS@170.GOR(GROWSI ,eDNAIIS@160.0@'F-MCM dweplmedl+Ne seLeryinsUaton sWl tavemn R-19abae aMbtlawatlWrg Ne R+�aiw N!M an!mM :j Y.� EDGE,GLUE CONTINUOUSLYTO ALL EDGES. PHnPIpai BU W�Sebacin' 4013.2-DUCT SEAUNG d oid as laMas,Nm ImiKQ baaaded JO Im-1-1 m"wtA tenon M-1.4t d Na IRC - 11.STMCTUMLLVNSQ4 SHALLBEINACCORMNCEWITHTHEMTONALOEBIMSPEQFIWPONSFORWOODCQSi UCTION(NDSJ,UTEST EDITION, FROf.TYARD- 1.91 401.33-OUCTTE311NGAJn OgNFmc Lest(OUCrBUSTEN 6WiprN leakage bm)rs­"and Wl bepMmrredon MMISHED WTHEMTIONALWRESTPRODIILTSASSOCUPON ST MU LFMMEME MSSPAMPAV MMMUMDESIGNVALUESASRMUIRED REARYAPO- NA NA .`aY min. dhmes and sagbevmledb/ataugMnlN aMpommmwmonlea IB NOTCHESINTHETOPANDBOTTOMOFDIMENSIOMLUMBM JOISTS SHAU.WT EXCEED IAOFTHE DEPTH OFTHE JOIST,AND SHALLNOT BE LOCATED SIDEIA E- 4.66umn mnL 456.1.nvn cool. SS mn,t t!tle 4036-MECHANiGILVEMMTON puttlla(mabeupl aTlNakas deMbuavN Oe NougNimo ldebaraplrvaacwlh EARTHWORK CALCULATIONS IN THE MIDDLE ONE THIRD(0i OFTHE SPAN NOTCHES AT THE JOIST BOB SHALL NOT EXCEED 114 OFTHE JOIST DEPTH.HOLES THROUGH THE JOISTS SIDEYAROW- -Z 2030- 030 anawamaPPagamF amryatlatdau wnmltKevumla➢an systemsndopamn9 SHALL NOT BEWHTHN Y OFTHETOPAO BOTTOM OFTHEJGST.THEHOLE DIAMETER SHALLNOT EXCEED 1DOMEJOIST DEM SICETARDTOTAL- 26.7Y 2460' 35'mmblmd PV 4 4S -e1UMMBNT SI2ING AND EFFICIENCY.of lvmeee wl be IMM 4Rld io all sRedtleagned m oma&nee mnh ACG Manual J 6 S. AREA TO BE REMOVED FOR EASE1AMJCRAWL aIDO IF 19 STRUMMLLUMBEBSHALLBEINACCORDANCEWITHTF5tU OMLMSIGNSPECIRCATIONSFORWO12000NSTRUCTION(NDS).UTEUEDMT . 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LREWFORaNGGRDIMEMONSSHOWNONTHEDMWMGBARETOTHECEMERUNEOF NEW STRUCTURES WRHW I(ONE)MLEOFTHE MEAN HCH WATER UNEMUSTMVEGU➢NGCONFOPMNGTO WIND ZONE I6 BAPS,UNLESSOT MMSENOTED.ALLCONCRMMORENFORGNGSTERSHALLBEF MR O.FABMMTEDAN3ERECTEDINAMOMANCE 7.TYPEOFtiUD&JAMB PADTOBEAPPRNED BYCONTUCTOR FORALL UNITS. - EXISTING 1-STORY 9LDIMMVQMMDRGOPE1NG(RO.)TOBEVENNO ELBAFATINUMPORTOFABOHEATED STRUCTURE WITH - I C'JSCGp"ER,1EF yA' date: 8/31(2022DEMEWACRGNWHEAGMALOFSTMRDMCaMROUNUGRERCMCONCTESTRUESIAa315UNEBS OTHERWISEIN01aTEDON THE DRAWINGS,THECI_URWNCRETECCVNM PROVIDED FOR PROPOSED 1-STORY ee I ^' F p U a ro ecY.685 BL _ - RENFOPCEMERSNALLBE \ HEATED STRUCTURE 19 a _ A.CASTAMTOUARTHANOPERMANENRYEXP 418BOURTH =3' -/ f%PROPOSED 1-STORY I6 B IXPosmroEMPH oftwEATHER a6THRoucl+sle MRs =r i �� a kd by.c.j. a SAMSMAL1eR =I.s• UNHEATED STRUCTURE 125•�� C.NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND(SUM AND WALLS)'=0.25' `J, `r,1 n9 D.Be.,GRDM.000 S,PRIMARY RENFOFCEIEM TIES,STIRRUPS SPIMLS -15' Y'\\J PROPOSED2•STORY C-4 c,31W NJ. 6h MNMKINGREGIHREMEMSINR00RSUBSSHMBEASREWIREDVMDEAMORLMALJURSOICTIONS ORPESSTIECONDMONS ;',; HEATED STRUCTURE Ig yleQot ``r^�II �' �1y1 CONCREEPORCH SUBS AND EXTEISIORCONCRETEWORK SMLLBEIANMUM DSOOPSL AIR ENTFUUNED.4'THCK WITHN MRS AT IT O.C.EACH 1' - ay.•PAj1 N oY)Y��� 1 PROPOSED SITE PLAN T� �{ - W WTIH6k6'-WI.a14WE1DOMEFABRC(W.WF.),WLESSOTMMSENDMDORDIRECTmBYTHESTRLCTUMLENGNEERMSEOONStTE PROPOSED PORCH aw �NGP� OF141r A-001 8 B1 SCALE:1'=20' ch Frey CONDITIONS. -� � • #031547 revisions date _ursmlg sM1uao n� ao-zszort ' j j uOEala4 ate hn�pardObv) 1629.2021 gh_ge4ecgnelage ILf a202f I I hema0edesun Wye 12-tMMI r' - mm�mv em n"d°aa. o2-1.2 n �rasbu> Imeswmlmon M bs�nmvHmnen NOe 062 Wa 4a-2��OfY.4 14'-6• 31'd• / — o---- t• - v——_—____—_______________ ____—__ ___________________ _ _ 1.. »..�.. o E. vi !4 4'"21/4• � �NOLU N.pp� ? / \\ :+ � i:i .n.esa(.Irn4 w•.q i li�.'x, I I xn sees U B 6 % ! 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EXISTING FOUNDATION WALL - - 1 / N� 9 NEW FOUNDATION WALL PROP.BASEMNUOUNDATION PLAN F N A-101 tot SCALE:114'=1' 9OF�MNE'µY #031547 revisions _ date sysenyswalwn_— —_ __o3zszon odea sne oan tmvoorzonv)--- fo-zs-zu4i :cnM—Ilanc eeclq nag_---------T2 21'E• �schdna_w deslq dga--_--___12-1A32M 011_ Eespn davebpneM stage 02-162022 5 1rz• 20'-T 5 712• dn9n denbeent ms�T Ru OEC submlxnn 02-2}2022F795 2-2}2022- aagn_avelepnemnaQe Os-z}z02] 1 I F795 buMm9 cennas ,;mn 00362022 v a J c -- ------------ 0. -- ---------- W -r -- -- 3I I I it = � d II n — : --------------- i I — 3 m • is 1. i I j I i ,; •� W O V! _ 7 I LIJ n I ii II I - ___ I I _ i ( s • Pro.2nd FloarSlIDfloor i f r �I r^ I E spvuclrt E]. 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O MOM' / / �/ NORTH-EAST ELEVATION _ . s-- zo, SCALE:114'=1' U ------------------------- --------- -- — --- _______ ________----_----_--------__---_________ ___________________________ property address 685 Bungalow Lane. Mattituck,Town of Southhold New York,11952 ` drawing list . w.wKl.o�-o•K) - Aaol E.asnrwsltEvwu AM eMusnMGRM�rrtoo raPM ./ .:'„ ./�/i / - ///, / /. ,. � /.: / -,•, rr /;. / r -r' /r /."/ ,r ,r, i,,�,V:/ ,y !. //'... ,.. / ,..,' / �./ ,.,/ � A201 E%1314N350UnIWESTElEM1bN /jj/�j�j��j��j,���� uasnxcxaxTwusr¢nAnox Ewrnxe seurxeur elrvAnox E>usnxc xaarl+wEsr s2>•:vAnon SOUTH-EAST ELEVATION zo, SCALE:1/4'=1' -"_ -- - - -- -- ----- --- -- - - -- -- --- -- --- ---- - ---- -- -- ---'----1204 l ) ----- — . o of o0 __---_____-----------------------____- --- - --- - ------- - ------------------------------------ ------- To�MWeO-------- -- SEP 2 8 2022 IM Southold Town Board of Trustees ......... . Ex 1st —.-------- flooE �� : rojecY.685 BL_ '10 ';�. j. /" ///, j � id/mNORTH-WEST ELEVATION SCALE:1/4'=1' FOFN¢`a A-201 crvi rrey $031547 ,< fir`. f j`• � -- - f 1 � K N.r tea (•; -.,yi�1�'7' - _ .'_- �� lit Iryx. C�, �T33r��+sR,�►,4�-, X'+r( -'�eri�� ` �!. ri!'q w,� � � a Vin. • r� ,?.i ka f`" '* K� � �.A- •t' `•tt�,.A .� fir*"' ' A6 i' ' 1 ��!4. � � I <.t�;k'" T.-ria•�,•1�. l' �i ro.1a.m 90•w `I� 09'490 $ SEE SEC NO 115 SEE SEC NO 115 If� SEE SEC NO 115 013-0° 416°1 W MATCH - �• —CH LINE wtcwuxL xn�zw r. 4t.St Y13-01 21m FON PCL NO Q, 9zLs o 41609 SEE SEC NO 1a iu� q _ �'t I •/" 1693a3 54001 1 ! 1 Y w 4 a� .300. • 6 N E DR. v f —pf' a �� s5 • O ',st o/ 1� iy. b Ol.°6w I—PCL NO � SESEC NO + b+g, ,5,0 F N O & ,aMIPI •�', A4 OF 80UT40LD g `0 g � �vuww•..uo L s / CREEK _ 9c '26 35 as x• as Ay, Y o9Lc vaax 1+'m \�O A 9 p p 3, `,J 1 ,B \ y 1A�iii•, + `` j7s z I1- b5z Ata 93 3 •.y0 '•/ � � ��/J. M 0NF\ + a 95 dRP — 1 0 N 5 3Aq P9A�' 5.3 r ' 6 O • \ � ,a• +O vo A j +9 PE 9 ag GRW v 9 R E � _�_ �+ a I21 — 4 -- _ _ �� __ __ �„� NOnu �,_""::• COUNTY OF SUFFOLK © x a< 60untain SECTION NO Real Property Tax Service Agency r N ,.a.� oma. a„„.� 4wN906ANRtnmul.NY11901 M' w 123 Onyy�' A �xct xP 19M P PROPERTY MAP lip OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex re 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: October 15, 2022 Re: LWRP Coastal Consistency Review for MIKHAIL & JENNIFER RAKHMANINE SCTM# 1000-123-3-9 Jeffrey Patanjo on behalf of MIKHAIL & JENNIFER RAKHMANINE requests a Wetland Permit to demolish existing 22'x22' detached garage, concrete patio, and portions of driveway; demolition (project meets Town Code definition of demolition) and reconstruction of existing 40.2'x44.2' one- story dwelling and construct a 14.5'x27.4' one-story addition attached to existing dwelling and new 21.5'x31.3' two-story addition connected to new 21.5'x22.4' two-car garage; proposed 21.5'x13' rear patio and 5'x14.5' front patio; abandon existing rear yard santiary system and install an I/A low- nitrogen sanitary system in the front yard. Located: 685 Bungalow Lane, Mattituck. SCTM# 1000- 123.-3-9 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, I recommend that the proposal is CONSISTENT with LWRP Policies and with the LWRP provided, the following is considered. 1. Minimize turf adjacent to the wetland. 2. Require that a non-turf buffer be vegetated with native vegetation equal to the FEMA flood zone AE EL 6 landward boundary to further policy 6.. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney John G.Stein,Chairperson Town Hall,53095 Main Rd. Lauren Standish,Secretary %to P.O.Box 1179 ` Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Thurs., November 10, 2022 the following recommendation was made: Moved by Carol Brown, seconded by John Stein, it was RESOLVED to SUPPORT the application of MIKHAIL & JENNIFER RAKHMANINE for the demolition of the existing 22'X 22' detached garage and portions of driveway, construction of a new one-story addition with overall dimension of 47'X 34' attached to existing residence which shall remain. Construct new 22'X 22' attached garage to new residence addition and new 10'X 8' outdoor shower with deck, construct new 37.5'X 13' rear deck. Abandonment of the existing rear-yard sanitary disposal system and replacement with a new I/A sanitary system in the front yard of the residence. Located: 685 Bungalow Lane, Mattituck. SCTM#123-3-9 Inspected by: John Stein, Shannon Wright The CAC Supports the application with a permeable patio landward of the 50' setback from the wetlands. Vote of Council: Ayes: All Motion Carried Mikhail &Jennifer Rakhmanine D I V E 685 Bungalow Lane LOCT_CT - 6 2022Mattituck, NY 11952 SCTM No.: 1000-123-3-9 �60U 1d --,-ggrdg! = PROJECT DESCRIPTION—Revised 10-6-22 The project includes the demolition of existing 22'x22'detached garage, concrete patio, and portions of driveway; demolition and reconstruction of existing 40.2'x 44.2'one-story residence, construction of new 14.5'x 27.4'one-story addition attached to existing residence and new 21.5'x.31.3'two-story addition connected to new 21.5'x 22.4'two-car garage and new 21.5'x 13' rear patio and 5'x 14.5' front patio.Also included is the abandonment of the existing rear-yard sanitary disposal system and replacement with a new I/A low-nitrogen sanitary system in the front yard of the residence. i i I I I I I I i Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Friday, September 23, 2022 11:13 AM To: 'JJPatanjo@gmail.com' Subject: FW: Rakhmanine; SCTM,# 1000-123-3-9 Jeff, " The office is in receipt of the latest revisions to the application for the above referenced property. At this time the Building Dept.cannot determine if the project will be considered a demolition given-the amount of proposed work. Please submit two sets of certified Architectural plans depicting the existing dwelling/garage including existing interior layout in order to make the determination of a demolition. Also, no photographs were ever submitted of the existing. Please submit four sets of photos of the existing structures as soon as possible. Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.gov From: Cantrell, Elizabeth Sent:Tuesday,June 7,.2022 8:55 AM To: 'JJPatanjo@gmail.com'<JJPatanjo@gmail.com> Subject: Rakhmanine;SCTM# 1000-123-3-9" Jeff, This office is in receipt of an application for the above referenced property. Please be advised that at this time this application is being postponed for a number of reasons. This proposed project will need a Zoning Board of Appeals Variance prior to this office reviewing your application. The survey is a print out which is not stamped/certified by the surveyor or to scale. Four(4)stamped, certified originals must be submitted to this office. The site plan does not depict distances from all'corners of dwelling to side yards,front yard, rear yard,edge of wetlands, dimensions, regrading/addition of fill, details of all/every proposed/existing structures. If you are excavating for a basement,there is fill to which your information in the application is then incorrect. Four sets of stamped/certified full building plans(one in its original size and three in 11"x17") including all dimensions, proposed &existing labeled out, drywells, sanitary, driveway, deck,fill, hay bale/silt fence line, side elevations, everything must be detailed. Please submit all requested as well as applying to the Town's Building Dept.for a Notice of Disapproval Letter in order to apply to the Zoning Board of Appeals in order for this application to move forward." 9 Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.9 1 Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Tuesday,June 7, 2022 8:55 AM To: 'JJPatanjo@gmail.com' Subject: Rakhmanine;SCTM# 1000-123-3-9 Jeff, This office is in receipt of an application for the above referenced property. Please be advised that at this time this application is being postponed for a number of reasons. This proposed project will need a Zoning Board of Appeals Variance prior to this office reviewing your application. The survey is a print out which is not stamped/certified by the surveyor or to scale. Four(4)stamped, certified originals must be submitted to this office. The site plan does not depict distances from all corners of dwelling to side yards,front yard, rear yard,edge of wetlands, dimensions, regrading/addition of fill, details of all/every proposed/existing structures. If you are excavating for a basement,there is fill to which your information in the application is then incorrect. Four sets of stamped/certified full building plans(one in its original size and three in 11"x17") including all dimensions, proposed &existing labeled out,drywells,sanitary,driveway, deck,fill, hay bale/silt fence line, side elevations, everything must be detailed. Please submit all requested as well as applying to the Town's Building Dept.for a Notice of Disapproval Letter in order to apply to the Zoning Board of Appeals in order for this application to move forward. ��e�a�e�li �aficeQC Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.gov 1 99 Mikhail &Jennifer Rakhmanine 685 Bungalow Lane Mattituck, NY 11952 SCTM No.: 1000-123-3-9 PROJECT DESCRIPTION—Revised 9-19-22 The project includes the demolition of existing 22'x22'detached garage,concrete patio and portions of driveway; reconstruction of existing 40.2'x 44.2' one-story residence, construction of new 14.5'x 27.4' one-story addition attached to existing residence and new 21.5'x 31.3'two-story addition connected to new 21.5'x 22.4'two-car garage and new 21.5'x 13' rear patio and 5'x 14.5'front patio. Also included is the abandonment of the existing rear-yard sanitary disposal system and replacement with a new I/A low-nitrogen sanitary system in the front yard of the residence. E C E I V E S E P 2 2 2022 Southold Town Board of Trustees Glenn Goldsmith, President �£ a ��"� Town Hall Annex A. Nicholas Krupski, Vice President ' �" '` 54375 Route 25 P.O. Box 1179 John M.Bredemeyer III Southold,New York 11971 Michael J.Domino vTelephone(631) 765-1892 Greg Williams ? Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application JUN .. 6 29 _Wetland Permit Application __Administrative Permit Amendment/Transfer/Extension Southold Town Received Application: b•b-2Y Board of Trustees Received Fee: $ Zu�-40 __Completed Application; __Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): LWRP Consistency Assessment Form Sent: —ECAC Referral Sent: 10116 Date of Inspection: Receipt of CAC Report: — Technical Review:_ Public Hearing Held: _ Resolution: Owner(s) Legal Name of Property (as shown on Deed): Mikhail&Jennifer Rakhmanine , Mailing Address: 6488 Forest Knoll Ct. Allentown, PA 18106 Phone Number: 610-762-0795 Suffolk County Tax Map Number: 1000 - 123-3-9 Property Location: 685 Bungalow Lane - Mattituck See location Map (If necessary, provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Jeffrey Patanjo Mailing Address: P.O. Box 582 Bohemia, NY 11716 Phone Number: 631-487-5290 Email: JJPatanjo@gmail.com Board of Trustees Applica )n GENERAL DATA Land Area(in square feet): 31 '122 Area Zoning: Res. Previous use of property: Res' Intended use of property: Res. Covenants and Restrictions on property? ❑ Yes ❑✓ No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? _❑✓_Yes _El 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 W1 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?[_Yes_]�No Prior permits/approvals for site improvements: Agency Date Trustees #10130 April 13, 2022 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? ❑✓ No ❑ Yes If yes, provide explanation: Project Description(use attachments if necessary): See attached Mikhail &Jennifer Rakhmanine 685 Bungalow Lane Mattituck, NY 11952 SCTM No.: 1000-123-3-9 PROJECT DESCRIPTION— The project includes the demolition of existing 22'x22'detached garage and portions of driveway, construction of new one-story addition with overall dimension of 47'x 34' attached to existing residence which shall remain. Construct new 22'x 22'attached garage to new residence addition and new 10'x 8' outdoor shower with deck,construct new 37.5'x 13' rear deck.Also included is the abandonment of the existing rear-yard sanitary disposal system and replacement with a new I(A low-nitrogen sanitary system in the front yard of the residence. ,Board of Trustees Rpplica )n WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: See attached Area of wetlands on lot: 1755 square feet Percent coverage of lot: 5'6 % Closest distance between nearest existing structure and upland edge of wetlands: 58 feet Closest distance between nearest proposed structure and upland edge of wetlands: 58 feet Does the project involve excavation or filling? ❑✓ _No ❑ Yes If yes, how much material will be excavated? n/a cubic yards How much material will be filled? n/a _cubic yards Depth of which material will be removed or deposited: n/a feet Proposed slope throughout the area of operations: 0-4 Manner in which material will be removed or deposited: n/a 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): There will be a positive effect on the environment due to the removal of existing conventional sanitary system with new I/A style low-nitrogen system in a more landward location than existing. Short Environmental Assessment Form Part 1 -Project Information Instructions for Com>aletinE Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information Name of Action or Project: 685 Bungalow Lane-Mattituck Project Location(describe,and attach a location map): See location map Brief Description of Proposed Action: The project includes the removal of existing sanitary disposal system and replacement in new landward location in front of residence with a new VA style low-nitrogen system.Also included Is the construction of house additions with new rear deck. Name of Applicant or Sponsor: Telephone: 610-762-0795 Mikhail&Jennifer Rakhmanine E-Mail: mrakgl@hotmail.com Address: 6488 Forest Knoll Ct. City/PO: State: Zip Code: Allentown I PA 18106 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:Town of Southold Trustees/NYSDEC ❑ W 3. a.Total acreage of the site of the proposed action? 0.71 acres b.Total acreage to be physically disturbed? 0.10 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.71 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial ® Residential(suburban) ❑Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): ❑Parkland Page 1 of 3 _r 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑✓ ❑ b. Consistent with the adopted comprehensive plan? ❑ F ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? El FZ� 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES Name:Deep Hole Creek,Name:Peconic Bay and Environs,Reason:Significant coastal fish&wildlife habitat, If Yes,identify: Reason:Protect public health,water,vegetation,&scenic beauty,Agency:Southold,Town of,Agency:Suffolk Count... ❑ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? F71 ❑ b. Are public transportation services available at or near the site of the proposed action? F-71 ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑ 1:1action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑✓ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: F-1 571 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: New UA style system to be installed. F7 ❑ 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ 1:1Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑ ❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 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: Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: OShoreline ❑ Forest ❑Agricultural/grasslands ❑Early mid-successional O Wetland ❑ Urban 0 Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? ❑ ❑ Least Tern,Piping Plover �0 16. Is the project site located in the 100-year flood plan? NO YES 17. Will the proposed action create storm water discharge,either from point or non-point sources? . NO YES If Yes, ❑ a. Will storm water discharges flow to adjacent properties? ❑ ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ ❑✓ If Yes,briefly describe: Roof drainage to be connected to drywells. 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: ❑ ❑ .19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: ❑ ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed) for hazardous waste? If Yes,describe: ❑ ❑ I CERTIFY THAT THE IINFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: Mikhail&Jennifer Rakhmanine Date: Signature: itle:Owners PRINT FORM Page 3 of 3 Part 2-Impact Assessmer he Lead Agency is responsible for the compled 'Part 2. Answer all of the following questions in Part 2 using tht rmation contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate i small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? El 1:1 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 i establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or (—"I ❑ affect existing infrastructure for mass transit,biking or walkway? {� 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ reasonably available enemy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: (�{ a.public/private water supplies? 1_I b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? El 14. Will the proposed action result In an increase in the potential for erosion;flooding or drainage ❑ problems? 11. Will the proposed action create a hazard to environmental resources or human health? 1:1 El Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3, For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the Impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency detennined 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, uu 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 an 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) EAF Mapper Summa-, 's deport Wednesday,June 2,20219:18 PM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental . ,'-...-:::.:::r.:=::;•:_;;s..+::�r;;:;<'::::':•':•;.:.::::::::':':.;...::;:''=s:��"-: ^ii'':<`:::',:::.. assessment form(EAF). questions i ) q askedlnthaEAFare :.. 12 2 3 answered b the FBF Mapper.Additional information on Y PP any EAF question can be obtained by consulting the EAF Workbooks. Although 2 the DECyou maMapper also need toprovides he most contact local orot err date idata ta sources io order e to r. 115 !1=2 Y Y to obtain data not provided ded by the Mapper.Digital data is not a •::.�::;::.:::�:.::_;:;:;.::.:>:.:.:.:...:.:.... - substitute for agency cY determinations. •I2 h _ _ , z _ r Ca ram trvaf .,, ..4. r. r .. r' t 2J to ue23: {7 T j f _ F s� J ..3y.. y.:•1 - 7'.7 ti q`r - 4 � .v ir.ec_-r:. �`':`e' : < ."" :`:.... _ wl i:i._i.r: ".A3161►`. 2J. l. 2 cosi ww��-- r :{.23x3-'f=ttls'ttdit'. ::.: ,. t+tti ,:. 12 . 1':v t2 - -R z, 9 123. - A #?fi4ikd �15 2., _ 3 I L 2-� v'; 123: 2''1112- .', s _ _ X123.-3=irriTitfiiei`li`.. .. 2 •131 ':. `; ' �- s, fl h<°,< .yint r n +s..:.. .:.:.. .. PhilddH - tnnn. JS4aS.Int l i)al.lJ1CfEhtE11TP IIRCai Esti 1� ala :g�;}ts�i��heia itiorrt t yn��_, Sri �l.tEi1 rF`_ �C�r�:Esn laj>ail„t�1Eii�Esn•.�hu�a:[Fhiuit;�?i1<'�:>Esi1' �� �J Kal t'Esri fttaita fi;�FlfG�Ct° ��.Op.a�Str' <tt',iai�'�otitribcdors;'at�<Itiie I�Ylser ii yu Rif c[ingp tr �Et�faptdtrtnli �r " rrt zCG15U5WColrtnt�intttr 1 - ! Part 11 Question 7 [Critical Environmental Yes Area] Part 1 /Question ;[Critical Environmental Name:Deep Hole Creek, Name:Peconic Bay and Environs, Reason:Significant Area-Identify] coastal fish&wildlife habitat, Reason:Protect public health,water,vegetation, &scenic beauty,Agency:Southold,Town of,Agency:Suffolk County, Date:3-9- 90, Date:7-12-88 Part 1 /Question 12a [National or State No Register of Historic Places or State Eligible Sites] i Part 1 /Question 1,2b [Archeological Sites] Yes Part 1 /Question 13a[Wetlands or Other Yes-Digital mapping information on local and federal wetlands and Regulated Waterbbdies] waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 /Question I5[Threatened or Yes Endangered Animal] Part 1 /Question 15[Threatened or Least Tem, Piping Plover Endangered Animal -Name] Part 1 /Question 1j6[100 Year Flood Plain] Yes Part 1 /Question 20[Remediation Site] Yes I I I I i I Short Environmental Assessment Form- EAF Mapper Summary Report 1 -,3oard of Trustees Applica.. n AFFIDAVIT Mikhail & Jennifer Rakhmanine 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. yl gnature of Pro erty Owner Signature of Property Own SWORN TO BEFORE ME THIS DAY OF DI 01, j20 22 ,P Commonwealth of Pennsylvanla-Notary Seal KristyA.Berger,NotaryPublic Northampton County yPub iC My commission expires May 14,2026 Commission number 1175476 Member,Pennsylvania Association of Noteriu 3oard of Trustees Applica in AUTHORIZATION (Where the applicant is not the owner) I/We, Mikhail & Jennifer Rakhmanine owners of the property identified as SCTM# 1000- 123-3-9 in the town of Mattituck ,New York, hereby authorizes Jeffrey Patanjo to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. �Q perty Owner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS DAY OF MOL4 , 2022 N4ry Public Commonwealth of Pennsylvania-Notary Seal Jill M.Miller,Notary Public Northampton County Mycommission expires November28,2025 Commission number 1146811 Member.Pennsylvania Association of Notaries I APPLICANPAGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORINT The Town of Southold*s Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this farm is to provide information which can.alert the town of possible conflicts of interest and allow it to take whatever action is, necessary to avoid same. YOUR NAME: Rakhmanine,Mikhail (Last name,first name,.middle initial,unless you are applying-in the name of someone else or otherentity,such as a company.If so,indicate the other person's or company's name,) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee I Change of Zone Coastal ErosionApproval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) _ Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest_"Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES El � ' . 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): LJA)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); 0-13)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 `� da of L 5' 202 2 Signature Print Name Mikhail Rakhmanine Form TS 1 1) APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town.of..Souihold s Code of Ethics prohibits conflicts of interest on thepart of town officers and'employees.The purpose of this forin is-to provide information which can alert`the town of possible conflicts-of interest and allow it to take.whatever action is necessary to avoid same. YOUR NAME: Rakhmanine,Jennifer (Last name,first name,.griddle initial,unless you are applying in the name of someone else or otherentity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee ✓ Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,njarriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES – NO —.....1J--- 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): F-1-A)the owner of greater than 5%of the shares of the corporate stock of the applicant EL (when the applicant is a corporation); B)the legal or-beneficial owner of any interest in a non-corporate entity.(wheu the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or _D)the actual applicant. DESCRIPTION OF RELATIONSHIP SubmittedAs 05/23/2022 1/1 ell Sianatui _ Print Na ennifer Rakhm ne Form TS 1 APPLICANT%AGENT/REPRESENTATIVE TRANSACTIONAL IDISCLOSURE YORM o :o The Townf Southold-s:Code:ofEthtcs.prohtbtts con_ f)tr s`of interesfon'Ehe part of townfBcers°and emaloVees::.The tiuiyose:.of a thi§4foi�ii:is to'provide:information.virhiefisari:alert.the town bassibleeohfltets=Niiieresi=and al�ow_if to:aake_"iimver`action.:is•. •necessary,tfl avoid sariie; YOUR NAME: :.Patanjo,Jeffrey.. ..:.:: (Last name,first name,.griddle initial,unless you are apolyiriglii the name of someone else or'otherentity,:such as a company.if so,indicate the other person's or company's name.) NAME OF APPLICATION: (Clieck 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. 'Of"Other'',name the activity:).. .: Do.you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee ofthe.Town of Southold?."Relationship".includes by blood,marriage,-or business interest,"Business:interest"means a business, including a partnership,in which the town officer or employee has even a partial,ownership of(or.employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES __:,:...,.n.., NO. ]f 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)_ J.A)the:owner of greater than 5"/0 of the shares of the corporate stock.of the applicant LL (when-the applicant is a corporation); B)the legal or-beneficial owner of any interest in anon-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 6. Submitted this 0 /02/202 ' Signaftire`_::.,. Print Name 21 ?fE- F o Im Form TS l .Board of Trustees Applic�_, jon PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: Mfczr—ellT- /cP 3 — 3 — ,Op Id-3- 3 ' '0 Ida - STATE OF NEW YORK COUNTY OF SUFFOLK , residing at , being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of , 20 Notary Public NOTICmL. OF HEAmil" ING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNERS) OF RECORD: MIKHAIL & JENNIFER RAKHMANINE SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish existing 22'x22' detached garage, concrete patio, and portions of driveway; demolition (project meets Town Code definition of demolition) and reconstruction of existing 40.2'x44.2' one-story dwelling and construct a 14.5'x27.4' one-story addition attached to existing dwelling and new 21.5'x31.3' two-story addition connected to new 21.5'x22.4' two-car garage; proposed 21.5'x13' rear patio and 5'x14.5' front patio; abandon existing rear yard santiary system and install: an I/A low-nitrogen sanitary system in the front yard. Located: 685 Bungalow Lane, Mattituck. SCTM# 1000-123-3-9 TIME & DATE OF PUBLIC HEARING: Wednesday, November 16, 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 8 a.m. and 4 p.m. BOARD OF TRUSTEES *TOWN OF SOUTHOLD * (631) 765-1892 r November 14, 2022 Town of Southold Trustees Town Hall Annex Building 54375 Rte. 25 P.O. Box 1179 Southold, New York 11971 RE: MIKHAIL&JENNIFER RAKHMANINE 685 BUNGALOW LANE -MATTITUCK, NY SCTM No. 1000-123-3-9 POSTING AFFIDAVIT Dear Trustees: Attached please find posting affidavit for the above referenced property. If you should have any questions or require anything further, please do not hesitate to call me at 631-487-5290. Very truly yours, J re atanjo .O. Box 582 Bohemia, NY 11716 r Glenn Goldsmith,President &; o Town Hall Annex A.Nicholas Krupski,Vice President OyF 54375 Route 25 Eric Sepenoski o ` P.O.Box 1179 Liz Gillooly o �y Southold,NY 11971 Elizabeth Peeples 'y�od �a0� ' Telephone(631)765-1892 .c Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of MIKHAIL & JENNIFER RAKHMANINE COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING ' ON�EIGITT_-4 �:�4��'WRZ-T"' I, Jt- rel \D , residing at/dba P�,11q� 5S2 n rn;ct iOLi Wl%lD being duly sworn, depose 11and say: That on the { day of &6 CIL, 20 22, I personally posted the property known as by placing the Board o rustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,November 16,2022. Dated: >1 .8�� 2 ( g e) Sworn to before me this da of 20 22 JESSICA L. GEREMINA Y oNOTARY PUBLIC-STATE OF NEW YORK No.01GE6418131 OLIPlified in SuffoikCounty My 06-01-2025 y Publ November 8, 2022 Town of Southold Trustees Town Hall Annex Building 54375 Rte. 25 P.O. Box 1179 Southold, New York 11971 RE: MIKHAIL&JENNIFER RAKHMANINE 685 BUNGALOW LANE-MATTITUCK, NY SCTM No. 1000-123-3-9 MAILING AFFIDAVIT Dear Trustees: Attached please find mailing affidavit and receipts for the above referenced property. If you should have any questions or require anything further, please do not hesitate to call me at 631-487-5290. Very truly ours, p [ C � dE Je ey Patanjo NOV 14 2022 P.O. Box 582 Bohemia, NY 11716 Southold Town Board of TFusteaa Postal - - • CERTIFIED o RECEIPT CERTIFIED MAILP FACEIPT r, Domestic Mail Only O .mestic Mail'Only Lf) Lf) ,-.�.-� r, �[t i 5j j) rr1 r • �`,,,,)i i . r�-q Certified Mail Fee r_1 Certified Mail Fee r-q $ �i w• r-R $ I O Extra Services&Fees(checkbox,add fee as appropriate) cc[ 13 6dra Services&Fees(check box,add fee as appropnate) w. ❑Return Receipt(hardcopy) ❑Return Receipt(hardcopy) $ �. �.5 `� ru ❑Return Receipt(electronic) $ 1 Pgsfmark Z' .+postmark IL ❑Return Receipt(electronic) $ N Here I 0 ❑Certified Mail Restricted Delivery $ '}1'. efe C3 ❑Certified Mail Restricted Delivery $ -,t. Q ❑Adult Signature Required $ O F1 Adult Signature Required $ _ 00 E]Adult Signature Restricted Delivery$ ' C F1 Adult Signature Restricted Delivery$ 1 0 Postage ppetaae _ p r`- t T 1000-123-3-8 r r+ r rq 1000-123-3-10 a $ Feather Frank ru Liu Chengcheng ru Feather Diane ---------------- ; ru 4 Bonnie Lynn Ct 0 575 Bungalow Ln r_ Roslyn, NY 11576 r- Mattituck, NY 11952 • • CERTIFIED o RECEIPT Domestic • r`- , r3 C3 Lrl For delivery rmation,visit ur Website:at �'� r.-'3• ri• fi !�, • ' Ij } •Y=' • • `.�1 ( �„,J� -7 Certified Mail Fee rel Certified Mail Fee $ f i $ i o Extra Services&Fees(check box,add fee as appropriate) Extra Services&Fees(check box"edd fee as appropdate).; j ❑Return Receipt(hardcopy) $ (postmark E]Return Receipt(hardcopy) $ "" r �rij , I ru ❑Return Receipt(electronic) $ y E]Return Receipt(electronic) $ n ostmark Delivery O Here Q ❑certified Mail Restricted Delive $ '\ O ❑Certified Mail Restricted Delivery $ r, Here '% 0 []Adult Signature Required $ �+ - ❑Adult Signature Required $ ;;. 0 ❑Adult Signature Restricted Delivery$ E]Adult Signature Restricted Delivery$ 1 — postage 0 Postage 1000-123-2-8 ' T' � � ; a $ 1000-123-2-11 Ch Imski Richard ru Doroski Gene ________________ I � Y ru Chylinski Margaret o r 720 Bungalow Ln r 590 Bungalow Ln r`-------------------- Mattituck, NY 11952 ----------------- c3 590 NY 11952 PS Form :.. April 2015 Postal Service7 CERTIFIED o AEGEIPT Domestic Ln0 •� Ir—E 11 r Certified Mail Fee $ Extra Services&Fees(check box,add fee as appropriate) f []Return Receipt(hardcopy) $ ru ❑Return Receipt(electronic) $ i' Postm'rsrkr C3 ❑Certified Mail Restricted Delivery $ _ ) HereC; C3 ❑Adult Signature Required $ ( r E-3 E]Adult Signature Restricted Delivery$ � p Postage 1000-123-2-9 ru Fisher Claire G MU 680 Bungalow Ln - r` Mattituck, NY 11952 I Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#:J 9 NAME: ADDRESS: 1000-123-2-8 Chylinski Richard Chylinski Margaret 1000-123-3-8 590 Bungalow Ln Feather Frank Mattituck, NY 11952 Feather Diane 575 Bungalow Ln 1000-123-2-9 Mattituck, NY 11952 Fisher Claire G 680 Bungalow Ln Mattituck, NY 11952 1000-123-3-10 1Liu Chengcheng 000-123-2-11 4 Bonnie Lynn Ct Doroski Gene Roslyn, NY 11576 720 Bungalow Ln Mattituck, NY 11952 COUNTY OF SUFFOLK residing at P0JD,;Oxe 5B2- �Bny)er-6 ` , W,-A y'o , being,duly sworn, deposes and says that on the 8 day of rJ,qgeA6e _ —. 2022, 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 ECL rmI n _a 4,n l , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Qoj�v4 0 S' a re Sworn to before me this Q Day of_jVcyery)bp_r , 2022- JESSICA L. GEREMINA NOTARY PUBLIC-STATE OF NEW YORK No.01GE6418131 --'- Qualified in Suffolk County 7;0P_u iMy Commission Expires 06-01-2025 s Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A .proposed .action will be evaluated as to its sigpificant .beneficial and adverse effects upon the coastal area(which includes all.of Southold Town).. 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting. and non- supnortine:faets, If an action cannot be certified as consistent with the LWRP policy standards and conditions,.it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM#. 123 3 9 PROJECT NAME 685 Bungalow Lane - Mattituck The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑✓ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant,loan, subsidy) (c) Permit, approval,license,certification: Nature and extent of action: See attached Location"of action:685 Bungalow Lane.-Mattituck Site acreage:2.70.: .:.:....::- Present'land use:Res. . Present zoning classification:Res.... 2. . If.art application for the proposed action has been'filed with.the Town.of Southold agency,the following . : information shall be provided: (a) Name of applicant:. Mikhail.&Jennifer Rahkmahine. ....:......:..:...:._....:.:.:_...: ..: (b) Mailing:address:6488 Forest Knoll Ct.Allentown,PA 18105 .(c)'Telephone number: Area Code. 610-762-0795. . (d) Application number,if any: Will tlie.action be directly undertaken,require;funding,.or.approval by a state or federal agency? Yes 'No If yes,which state or federal agency,NYSDEC/.SCDHS 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. ,DEV ELOPED_.:COAST"POLICY Policy 1. Foster a,pattern.of development in the Town of Southold that enhances:community.character,` preserves oPen_space,makes efficient use:of infrastructure, makes.beneficial use of a coastal location, and., minimizes adverse effects of development. See.LWRP Section III=Policies; Page.2 for evaluation criteria. Yes No_ Not Applicable Project is consistent withneighboring area and makes beneficial use of coastal property. Attach additional sheets�if necessary . Policy.2. Proteet�.and preserve historic and archaeological resources .of the Town 'of Southold. '.See LWRP Section III=Policies Pages 3,through 6'for evaluationcriteria ❑ Yes`❑ No❑✓ Not Applicable. No Effect. 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 Project provides for newly renovated home consistent with neighboring properties. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No ❑✓ Not Applicable No effect Attach additional sheets if necessary Policy S. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No W1Not Applicable No effect 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. 7Yes ❑No ❑Not Applicable J' Project provides for new upgraded sanitary system. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑No 7 Not Applicable No Effect. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No ❑✓ Not Applicable No Effect. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye❑ No ✓❑ Not Applicable No effect Attach additional sheets if necessary WORDING COAST POLIC 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 No Effect. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable No Effect. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable No Effect. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No ❑✓ Not Applicable No Effect. PREPARED BY Jeffrey Patanjo TITLE Agent DATE 05/23/22 June 2, 2022 - Town of Southold Trustees D i1p 152 Town Hall Annex Building U V 54375 Rte. 25 P.O. Box 1179 JUN "' 6 Z0 Southold, New York 11971 Southold own RE: MIKHAIL$JENNIFER RAKHMANINE Board of Trustees 685 BUNGALOW LANE-MATTITUCK, NY SCTM No. 1000-123-3-9 APPLICATION FOR PERMIT Dear Trustees: We hereby submit one (1) original and three (3) copies of the proposed plans, application, and check for permit approval for the above referenced project. If you should have any questions or require anything further, please do not hesitate to call me at 631-487-5290. Very truly yours, P� �U-- Jeffrey Patanjo P.O. Box 582 Bohemia, NY 11716