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HomeMy WebLinkAboutTR-9764 Glenn Goldsmith,President Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 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 November 17, 2023 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: DAVID GRESHAM & BENJAMIN PARDO 435 NARROW RIVER ROAD, ORIENT SCTM# 1000-26-3-10 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, November 15, 2023: RESOLVED that the Southold Town Board of Trustees grants the Final One (1) Year Extension of Wetland Permit#9764, as issued on November 18, 2020. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Since ely, Glenn Goldsmith President, Board of Trustees GG:dd EN-CONSULTANTS TS 2"d PERMIT EXTENSION REQUEST October 16, 2023 Town of Southold t� ��� Board of Trustees Y ' Post Office Box 1179 CT 3 1 Southold,New York 11971 Re: Permit#9764 David Gresham& Benjamin Pardon 435 Narrow River Road, Orient SCTM#1000-26-3-10 Dear Board of Trustees: The above referenced permit is due to expire November 18,2023. As the approved work has not been completed,please accept this letter as a request for the first one-year extension. The permit extension fee of$100.00 is attached. Thank you in advance for your attention to this matter. Your4EJ it Robemann Coastal Management Specialist /tcr Enc. ........ 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.encon.su[tants.com environmental consulting Gies-A'Goldsmith,President s Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski ,,, P.O.Box 1179 Liz Gillooly " Southold,NY 11971 Elizabeth Peeples 7 "� Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 9 7W- 9°�5 Completed in field by: - En-Consultants on behalf of DAVID GRESHAM and BENJAMIN PARDO requests the Final One (1) Year Extension of Wetland Permit #9764, as issued on November 18, 2020. Located: 435 Narrow River Road, Orient. SCTM#: 1000-26-3-10 Type of area to be impacted:. �5a-Itwater 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 Glenn Goldsmith,President x , Town Hall Annex A.Nicholas Krupski,Vice President �� 54375 Route 25 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 September 15, 2022 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: DAVID GRESHAM & BENJAMIN PARDO 435 NARROW RIVER ROAD, ORIENT SCTM# 1000-26-3-10 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, September 14, 2022: RESOLVED that the Southold Town Board of Trustees grants a One (1) Year Extension to Wetland Permit#9764, as issued on November 18, 2020. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. S' ceremy, w Glenn Goldsmith President, Board of Trustees GG:dd Glenn Goldsmith,President " Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski P.O.Box 1179 Liz Gillooly "� , Southold,NY 11971 Elizabeth Peeples Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 12.Qc4. Zmz Completed in field by; e. En-Consultants on behalf of DAVID GRESHAM and BENJAMIN PARDO requests a One (1) Year Extension of Wetland Permit#9764, as issued on November 18, 2020. Located: 435 Narrow River Road, Orient. SCTM#: 1000-26-3-10 Type of area to be impacted: _Saltwater Wetland Freshwater Wetland Sound xc Bay Part of Town Code proposed work falls under:x Chapt.275 Chapt. 111 other Type of Application: �s Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No >c Not Applicable Info needed/Modifications/Conditions/Etc.- Present Were: G. Goldsmith N. Krupski " E. Sepenoski L. Gillooly E. Peeples A�� A'f E 0, E I V Ek_.� GSE-CONSULTANTS SouftldTawn Boom affhwbm September 6, 2022 Town of Southold Board of Trustees Post Office Box 1179 Southold, New York 11971 Re David Gresham&Benjamin Pardo 435 Narrow River Road, Orient SCTM#1000-26-3-10 Permit#9764 Dear Board of Trustees: The above referenced permit is due to expire November 18,2022. As the approved work has not been completed,please accept this letter as a request for the first one-year extension. The permit fee of$50.00 is attached. Thank you in advance for your attention to this matter. Yo rs;trly, Robert E. Hemnann Coastal Management Specialist /tcr Enc. 1319 North Sea Road I Southampton, New York 11968 p 631.283.6360 f 631.283.6136 www.enconsi..i tants.corn environmental consulting Glenn Golds 'i, President Town Hall Annex A Nicholas Krupski, Vice-President 3 z 54375 Route 25 Eric Sepenoski P.O. Box 1179 Liz Gillooly Southold, NY 11971 Elizabeth Peeples Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTOL Date/Time gy=p £ Completed in field by: _ e - En-Consultants on behalf of DAVID GRESHAM and BENJAMIN PARDO requests a Transfer of Wetland Permit#9764 from Abby Tannenbaum to David Gresham and Benjamin Pardo, as issued on November 18, 2020 and Amended on March 18, 2021. Located: 435 Narrow River Road, Orient. SCTM#: 1000-26-3-10 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=� Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 K Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment >-" Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: I have read & acknowledged the foregoing Trustees comments: Agent/Owner.- Present gent/Owner:Present were: E. Peeples b L. Gillooly _ �C; G. Goldsmith �X' N. Krupski E. Sepenoski Other Glenn Goldsmith, President `s �U&- Town Hall Annex Al ski,Vice President A � 54375 Route 25 A. Nicholas Kru p _ P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone p one(631) 765-1892 Elizabeth Peeples A Fax(631) 765-6641 �vu BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 17, 2022 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: DAVID GRESHAM & BENJAMIN PARDO 435 NARROW RIVER ROAD, ORIENT SCTM# 1000-26-3-10 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, February 16, 2022: RESOLVED, that the Southold Town Board of Trustees APPROVE the request for a Transfer of Wetland Permit#9764 from Abby Tannenbaum to David Gresham and Benjamin Pardo, as issued on November 18, 2020 and Amended on March 18, 2021. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please contact our office at (631) 765-1892. Sincerely, Z Z el A Nicholas Krupski, Vice- President Board of Trustees /dd I Michael J.Domino,President4f SO Town Hall Annex John M.Bredemeyer III,Vice-President �� ��} 54375 Route 25 Glenn GoldsmithP.O.Box 1179 Southold, New York 11971 1 A.Nicholas Krupski G - Telephone(631) 765-1$92 Greg Williams BOARD OF TOWN TRUSTEES €' JAN 2 4 20 1 TOWN OF SOUTHOLD Southold Town Board of Tr�uslceS g APPLICATION FOR A TRANSFER OF A WETLAND PERMIT and COASTAL EROSION MANAGEMENT PERMIT i January10,2021 i DATE OWNER David Gresham&Benjamin Pardo PHONE 917-698-2070 I MAILING ADDRESS 4335 NoVac Road, Saq Harbor, NY 11963 AGENT En-Consultants PHONE 631-283-6360 ADDRESS 1319 North Sea Road, Southampton, NY 11968 i PROPERTY LOCATION 435 Narrow River Road, Orient TAX MAP NO. 1000-26-3-10 I/We En-Consultants for David Gresham and Beniamin Pardo request a Transfer of Permit#9764 from Abby Tannenbaum I Signed By: Robert E. Herrma , Coastal Management Specialist Board of Trustees Application , AUTHORIZATION (Where the applicant is not the owner) F I/We, David Gresham owners of the property identified as SCTM# 1000-26 - 3 - 10 in the town of Southold New York,hereby authorizes En-Consultants, 1319 North Sea Road, Southampton to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. Property Owner's ignature Property Owner's Signature David Gresham SWORN TO BEFORE ME THIS / DAY OF ,20 otary Public NIM H , STEPHENS NOTARY- PUOLIC STATE OF NEW YORK COMMISSION N0 . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST Z, ZOZS Board of Trustees Application 3 AUTHORIZATION (Where the applicant is not the owner) I/We, Benjamin Pardo owners of the property identified as SCTM# 1000- 26 - 3 - 10 in the town of Southold New York,hereby authorizes En-Consultants, 1319 North Sea Road, Southampton to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town i Board of Trustees for this property, 1711Ae ,41 4Ben e Signature Property Owner's Signature n Pardo SWORN TO BEFORE ME THIS /j 11DAY OF 20 i C4�wotary Public KIM H , STEPHHNS NOTARY P U 9 L I C STATE OF NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 . 2025 Board of Trustees Application F a County of Suffolk State of New York David Gresham '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 TOWN 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(S), TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. h S S' re David Gresham SWORN TO BEFORE ME THIS DAY OF 20 a o Public KIPS H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES All UST i Board of Trustees Application County of Suffolk State of New York I Benjamin Pardo BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS)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 TOWN 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(S),TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION jBen'amin ITH VIEW OF THIS APPLICATION. F t S ature OF SWORN TO BEFORE ME THIS,, DAY OF ota ublic KIM H , STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION N0 , 5015931 QUALIFIED IN SUFFOLK COU TY EXPIRES AUGUST 2 . 202 r - e S5 T APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM n2IMM of , Cof jnp=go the nart of town, cers and emp_lqXees_.ThappWagof ibis bo'is-to mvi&inkmadon w ` w , ible eonfiicis ofinterest and allowI veractmjs 115 'to arritd-saYrte. YOUR NAME: Gresham, David _ E (Last name,first name,middle initial,unless you are applying in the name of- someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) � PP1Y) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring t Exemption from plat or official map, Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP S - tnr�PrintName QZaWE�X,02022 Form TS 1 i APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM zwn of Sovuld'sC t ' i ' thegart oftown officers and empjlayemThg-V provide. whichemak Abo,townaposibI6 conflicts of interest and allow itto take whnie4eractii)n is i necessary to avoid_same. YOURNAME: Pardo, Benjamin (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) - Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion t Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. I DESCRIPTION OF RELATIONSHIP Submitte th' da ofA-; _022 Signatu IT Print Na e Form TS 1 / ' CC#: C21-32853 COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A PASCALE, Clerk of'the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DEED recorded in my office on 12/01/2021 under Liber D00013132 and Page 096 and, that.the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 12/01/2021 SUFFOLK COUNTY CLERK JUDITH A.PASCALE SEAL Ilflll IIIII IIIII 11111111 SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 12/01/2021 Number of Pages: 4 At: 10:36:40 AM Receipt Number : 21-0204518 TRANSFER TAX -NUMBER: 21-14906 LIBER: D00013132 District: Section: Block: PAGE: Lot: 096 1000 026.00 03 . 00 010. 000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $700,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO ) Handling $20. 00 NO COE $5.00 NO NYS SRCHG $15. 00 NO r EA-CTY $5.00 NO EA-STATE $125. 00 NO TP-584 $5.00 NO Notation s' $0 . 00 " NO Cert.Copie $5 .00 NO RPT $200. 00 NO Transfer tax $2,800.00 NO Comm.Pres $11,000. 00 NO Fees Paid $14,200. 00 TRANSFER TAX NUMBER: 21-14906 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE ra. County Clerk, Suffolk County • � ' as Number of pages PEC&3 GAEL' =021 fi r 0.1 1O=--6!40 RPt JUE)ITH A. PASCAL', This document will be public 'CLERK OF record.Please remove all 1JFi::0L1r 11'0I)M Y Social Security Numbers - prior to recording. F 01,116 DTa, 21-14x06 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee 2-0 Mortgage Amt. 1.Basic Tax Handling 20. 00 - 2 Additional Tax TP-584 ED—_ Sub Total Notation _ SpecJAssit. or EA-5217(County) �,_ Sub Total Spec./Add. EA-5217(State) TOT.MTG.TAX R.P.T.S.A. 2 Cl) r Dual Town Dual County Held for Appointment Comm.of Ed 5. 00 Transfer Tax DO Affidavit Mansion Tax w The property covered by this mortgage is rtlfied Cop or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total YES or NO Other h Grand Total yl_/o If NO, see appropriate tax clause on page# of this Instrument. CS to 1 CA I 4 Dist�� 210637401000 02600 0300 010000 22 5 Community Preservation Fund Real Property P T cS. II IIII�II� Consideration Amount$�-t-�._..� Vergenc on Tax Service 30-N IlUllll�lllll�lll�l�l""�"'" FTax Du $� UU Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURIN TO: ,�C VacantLand lif l v/ Lis r✓' 1 j' TD V TD Ilei `/! �d2; I /�7-3/ TD Mail to:Judith A.Pascale,Suffolk County Clerk 7 1 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# —AIV 747q— 061a V S - , 8 Suffolk County Recording & Endorsement age This page forms part of the attached made y' n/ (SPECIFY TYPE OF INSTRUMENT) The premises herein is situated in SUFFOLK COUNTY,NEW YORK.' f TO In the TOWN of t �� In the VILLAGE , l - 1;jG�n or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. To—ver NY 005-Bargain and Sale Deed with Covenant against Otsntor's Acts Individual or Corporation(Single Sheet)(NYBTU 8002) CONSULT YOUR LAWYER BEFORE SIGNING TffiS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made the 9th day of November ,in the year 2021 BETWEEN Abby Tannenbaum,residing at 290 Ninth Avenue,Apt.2C,New York,NY 10001, party of the first part,and David Gresham and Benjamin Pardo,as joint tenants with right of survivorship,residing at 860 United Nations Plaza,New York,NY 10017, party of the second part, WITNESSETH,that the party of the first part,in consideration of Ten Dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being in the Town of Southold,County of Suffolk and State of New York,more particularly bounded and described in Schedule"A"attached hereto and made a part hereof. BEING AND INTENDED TO BE the some premises conveyed to the party of the first part by Deed dated May 14,2003 and recorded September 4,2003 in Liber 12270 Page 111 in the office •of the Clerk of the County of Suffolk. TOGETHER with allnght,title and interest,ifany,of the party of thefirstpart of,m and to any streets and roads abutting the above-described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the fast part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word`party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed thus deed the day and year fast above written. IN PRESENCE OF: Abby Tq1menbamn USEAcmvow EDam&wFORMRELowwrF ivNEWYORKSTA7EONLK USEACldVOWLEDGMENPFORMBELowwir 1NNEWYORKSmmONLY.• fC,?)y1— StarxofNew York,County of al,, )ss.: State of New York,County of }ss.: On the &day of November in the year 2021 On the day of in the year before me,the undersigned,personally appeared before me,the undersigned,personally appeared Abby Tannenbaum personally]mown to me or proved to me on the basis of satisfactory personally known to me or proved to me on the basis of satisfactory evidenceto be the individual(s)whose nafJ )subscribed to the evidence to be theindividual(s)whose names)is(are)subscribed to the within inti ment and acknowledged to s they executed within instrument and acknowledged to me that he/shelthey executed the same m his/her/their capacity(. his/her/their the same m hislher/their capacity(ies), and that by his/herhheir be' �tl�{b�'■tt�uneat,the it vperson upon signatures)on the instrument,the individual(s),or the person upon t tjW(s)acjed,etn�en behalf of which the individual(s)acted,executed the instntment. �t P:j0"tAR}%''••.�iii `/� �'NO U1GR5001894•, Notary Public OUA09 tN CEXP- �gNry (��tte`41cli QUEEN =, COM 2022 = Notary Publicp9_2 Y l r ..p...... Aeiavo hE�l,- %RZFOR USE rrr nvNEWYORKSTATEONLK AcmvoWLEOGMENTFORMFORUSROV7MENBWYORKSTATEONLY.• lNew York Subscribing Witness Acknowledgment Certificate) [Out of Stale or Foreign General Acknowledgment Certificate) State of New York,County of }ss.: ... . ...... .. . ... .. ............ .. ......... (Complete Venue with State.Couat),Province orAfmicipality) On the day of in the year before me,the undersigned,personally appeared On the day of in the year before me,the undersigned,personally appeared the subscribing witness to the foregoing instrument,with whom I an; personally acquainted,who,being by the duly sworn,did depose and personally known to me or proved to the on the basis of satisfactory say that helshehhey reside(s)in evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/shehhey executed (ifthe place ofresidence is in acity,include the street and street number, the same in his/hedtheir capacity(ies),that by his/her/their signature(s) if any,thereof);that he/shetthey know(s) the the r a instrument, nstr awl s t,the individual(s),or the person upon behalf of which () ted,executed the instrument,and that such individual to be the individual described in and who executed the foregoing made such appearance before the undersigned in the instrument;that said subscribing witness was present and saw said execute the same;and that said witness at the same time subscribed (Insert the city or other political subdivision and the state or country or his/her/their name(s)as a witness thereto. other place the acknowledgment was taken). BARGAIN&SALE DEED Ami W 'r5 AGAINST GRANTOR'S Acis T=No- /V _ 6/O S _ S— y p Dismcr 1000 SEctioN 026.00 Abby Tannenbaum BLOCK 03.00 LOT 010.000 TO Cowry ORTowN SOUTHOLD David Gresham and Benjamin Pardo RECORDEDATREgUESTOF Fidelity National Title Insurance Company REWRNBYMULTO FIDELITY NATIONAL TTTLE Tarbet&Lester,PLLC INSURANCE COMPANY Robert M.Connelly,Esq. tNcoapomrm 1928 132 N.Main Street -1.FWIfty East Hampton,NY 11937 Afc,4—M rark.V b1-d TMAasa i— W U E O O 2 a W W 2 LL O W N 7 R O LL W V a in in fA W tL WN W Q New York Title Abstract Services,Inc. www.NewYorkTitle.com Title Number:NYTA-61051-S-20 Page 1 SCHEDULE A DESCRIPTION ALL that certain plot, piece or parcel of land,with the buildings and improvements thereon erected,situate, lying and being at Orient,in the Town of Southold and County of Suffolk and State of New York,bounded and described as follows: BEGINNING at a point of deflection in the northwesterly line of King Street(also known as "Hog Pound Road"),said point being 403.32 feet southwesterly along said northwesterly line from its intersection with the southwesterly line'of said King Street; RUNNING THENCE along land now or formerly Douglass, 3 courses, as follows 1) North 40 degrees 28 minutes 00 seconds West a distance of 191.65 feet to a point,thence; 2) At right angles in the last described line North 40 degrees 32 minutes 00 seconds East a distance of 99.80 feet to a point,thence; 3) Parallel with the first course hereinabove described South 40 degrees 28 minutes 00 seconds East a distance of 185 25 feet to said northwesterly line ,?vim of King Street; _ !G N1:'rv� f l�fr-(t ,tfor� rA,IJ ;vvnhFWL�SI�D.[d �•.�c oL /?r•� �Gt. ! ou egrees t1rNu.p•�.1 UU S[(orAS ds� n RIf +.-�s c p 190zF. t f�(dirttfd�`T�I�i�f � _ i es 46'selsr-Ees�-e-•�fistartee-ef�9-feef-te�He-pa' s•+c FOR CONVEYANCING ONLY- TOGETHER with a right of way over a strip of land from the southwesterly line of the road known as"Harbor Road",southwesterly about 210 feet to Orient Bay,said strip of land to be(10)feet in width at its northwesterly end where it adjoins said southwesterly line of said fifty(50)foot private road known as"Harbor Road", and fifty(50)feet in width at its southwesterly end where it abuts said Orient Bay. 1 EN-CONSULTANTS PERMIT TRANSFER REQUEST January 14, 2021 _{fin Town of Southold E C EJ v E Board of Trustees Post Office Box 1179 JIM 2 4 2022 Southold,New York 11971 D Attn.: Elizabeth Cantrell Southold Town Re: Wetland Permit#9764 Boars! of Trustees 435 Narrow River Road, Orient SCTM#1000-26-3-10 Dear Board of Trustees: Please accept this letter as a request to transfer the above referenced permit from Abby Tannenbaum to the current owners, David Gresham and Benjamin Pardo, whose address is 4335 Noyac Road, Sag Harbor, NY 11963. An application for Transfer of Permit, transfer fee of$50, and copy of the deed are attached. Sinc ely, Robert emnann Coastal Management Specialist /khs Enc. 1319 North Sea Road Southampton,New York 11968 p 631283 6360 1 f 631283 6136 www.enconsultants com environmental consulting �i Glenn Goldsmith,President �OF SOUjTown Hall Annex A. Nicholas Krupski,Vice President Q ��� 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III l Southold, New York 11971 Michael J.Domino N G Q Telephone(631) 765-1892 Greg Williams �� �� Fax(631) 765-6641 COUNf`1,� . BOARD OF TOWN TRUSTEES March 22, 2021 TOWN OF SOUTHOLD Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: ABBY TANNENBAUM 435 NARROW RIVER ROAD, ORIENT SCTM#: 1000-26-3-10 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Thursday, March 18, 2021. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9764 to revise the locations of proposed I/A sanitary system and private drinking water well; and as depicted on the site plan prepared by TF Engineering, PLLC, last dated February 2, 2021 and stamped approved on March 18, 2021. - Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do`not hesitate to contact this office. Sincerely, Glenn Goldsmith President, Board of Trustees GG/dd \ SCUMBAFFLE FUJI CLEAN TREATMENT BABIS AND JOSEPHINE NINA ESH00 / 0.6' BROWN SANDY LOAM (OL) o KRASANAKIS �- / JOHN CARTER \ RUTH & EUGENE pLIyp RECIRCULATION AIR LIFT PUMP t SEDIMENTATION CHAMBER ELEVATION 3.7' _ �� so SCTM*1000-26-3-3 SCTM1000-26-3-4 \ SCTM1000-26-3-2 s / SCTM*1000-26-3-8 2 ANAEROBIC FILTRATION CHAMBER 0 1 345 DOUGLAS ROAD N 1 3.03 2.62 224 455 DOUGLAS ROAD -+ 235 DOUGLAS ROAD 3 AEROBIC CONTACT FILTRATION CHAMBER IO_ / � a, \ 615 NARROW RIVER ROAD OQ' C IMPROVED \ C-1 C-2 ��q (PRIVATE WELL)// o ��IMPROVEEDD Z $ \ IMPROVED �`y Q a- BROWN `� \ (PRIVATE WELL) cn LOAMY SAND (PRIVATE WELL) s ,, r WELL 150+ FROM -+ �� EXIST WELL 4 � SM 435 PROP I/A SANITARY SYSTEM �'o EL 2.6 DRAINFIELD o 0 0 C> \ �Q \ '�pJ c�v, N$ PROPERTYrn \ 6�5 TO REMAIN 3 GW EL 12' z /3,. \ - EXISTING r �' 7D n \ % ` � SEE NOTE 11 NARROW �4ss.iss,T \ CESSPOOL TO `y" 5 EXIST SEPTIC o o � \ 1yp• FROM 4 FI-) Zio 0 TO REMAIN g N � \ \ DWELLING TO DRAINFIELD FLOW OPENING TYP 0.6' CLAYEY SAND (SC) BE REMOVED rw o N �I � CD T �s� ROgp� \ - ., PER SCDH N \ R1VvR w SSS •�2�1 \ �` STANDARDS 0 s o< \�s� BOARD TYPE �'9S _ ,�' 's \ �\ �� O 4 EFFLUENT AIR - CONTACT MEDIA MEDIUM� 90 ��.� 5 0 ^p o \ \ ��• INLET BAFFLE LIFT PUMP coSAND SP `o ROAD w� 'qOj �. � �� ` ` DIAMETER �� �� \ � _ RECIRCULATION CID Sys Ise ,� `\ PROPOSED \ �\ RECIRCULATION PIPE " n ASSEMBLY �'�4`� TO °�' S i �� �`�� SPIRAL n \ FLOW OPENING (TYP) FLOW BAFFLE 1/2 AIR INTAKE [ ` E W E � sS S4, %cP . o STAIRCASE ?, )b (CLEANING OPENING) 'L �C �� /' '''sem : `� \�` o V. C MC A GHLIN JAMES \\ / OWTS PLAN VIEW `�� ��� SCTM#1000-26-3-9 \ / �±� 3 3 AEROBIC MEDIA :EB - 9 2H ET OF %' ' ;' 515 NARROW RIVER ROAD \ ® TEST HOLE INFORMATIOIN �� !� ~_, 158.30' IMPROVED \ L_� _-- -- (PRIVATE WELL) \ / , o d of SoutholTrus Trustees wn E z EL 2.8 ,, � 15 � SEE NOTE 11 SEE NOTE 12 BY K. WOYCHIUCK LS 1/15/20 PROPOSED 3.1 FT o,� 000 EXIST WELL \ n AERATION ASSEMBLY HIGHEST EXPECTED GROUNDWATER ,`; (MAX) HIGH CONCRETE Ts' - TO REMAIN \ ELEVATION 12' TEST HOLE. � RETAINING WALL _� `� "- `^ '.' �� y I OWTS ED SECTION VIEW SEE NOTE - / TOWN OF o JEANNE MARKLE $ 24 STORM DRAINAGE CHAMBERS / - o JOHN WEDGE " .., '. .+ • ' - = " � SOUTHOLD 5' X6' STAIRS BENEATH DECK - 1/2 PRESSURE TREATED o SCTM*1000-26-3-1 \•• a �"� TO OWTS _ _ SEE CALCULATIONS BELOW 20 10 0 20 40 MOUNTING BOARDS CUT POST AT AN ANGLE N 155 HARBOR ROAD ,'�, '-' . `b �►,'y' _ TO ALLOW WATER TO CD VACANT •., / :e �� _ - FUJI CLEAN NEMA 4X RUN OFF Prepared By: \ s�o scale 1 20 feet CONTROL PANEL EXISTING CONCRETE ••'�. _� •� PRb t_ _SINGLE T ?o, / ELEC SERVICE ORENCO NEMA 4X v FOUNDATION AND ,� '• 0 FAMILY DWELLING _ l J g _ - / TO AIR PUMP o CONTROL PANEL FRAME BUILDING TO `��� ^ ' PILEs BE REMOVED s .�0�� co \ :--WE 14.5 F� / AIR ELEC SERVICE \• ,� •s�.. .' ; l \ 2 4 Cq ALARM TUBE TO PUMP BASIN Cn �'d-LLJ ,• o . 78 t `� CONCRETE UTILITY %{/ yX ` / 3 CONTROL WIRIING TO TF Engineering, PLLC o �' . 93.77 - , V,- Y �_ �15-. STAIRS TO DECK // TREATMENT TANK g� � � :BENEATH DWELLING >'%per X;/ , 1, i r:.Fy - P.O. BOX 6 PRESSURE TREATED n- CATHERINE DIPANE -%JQo`'' `r / WEATHER RESISTANT M 4X4 POSTS 59 EXIST N►ELI_ i�c, '`_. �� Y ,: :.. / SAG HARBOR NY ii 6 SCTM#1000-26-3-12 v �, ENCLOSURE SUPPLIED 9 3 c„ TO REMAIN 4, t�. '''' %p • c'- / QUICK DISCONNECT 275 HARBOR ROAD �� �C.�'•'" ` h '>` - BY MANUFACTURER MIDWEST P065P •. %�, - / TIE DOWN STRAP IMPROVED �;= j o3`� .,h'!� _ EL 3.2OWTS SECTION VIEW TIE DOWN STRAP o (PRIVATE WELL) / oP`� �X� "��� ;�'�°, .'h / (TWO LOCATIONS) MAC 80R AIR SANITARY 150+ '° ;,{ = _ / PROP PRIVATE WELL 3 5 BLOWER FROM PROPOSED TEST WELL SEE NOTE 23 C-1 C-2 PNEUMATIC HOSE pF EK, z WELL SEE NOTE 26 +, I TEST - TO DOSING PUMP " C-1 C-2 4 THICK PRECAST ELEC SUPPLY ,`P JPO O ``' HOLE PROP WATER CONTROL LINES TO CONCRETE PAD FROM DWELLING EXIST WELL SUPPLY LINE 5 __; � UNDERGROUND TREATMENT TANK 3 TREATMENT TANK 150.00 TO SEPTIC /TO BE ABANDONED . <� ELEC SERVICE Cf) SYSTEM (275 HARBOR ROAD) / SEE NOTE 17 MIN / NTS C-1 C-1 \•_ PROP PERVIOUS CRUSHED SHELL CONTROL PANELK4 £` DRIVEWAY WITH METAL EDGING , o / END PLUG EXIST DWELLING ,oma DESIGNATED CONSTRUCTION ACCESS NTS C-2 C-1 t 0 BEREMOVED APPURTENANCES '�P............-:--- FUJI CLEAN CONTROL ,y o �:� ...... . . °. . - •. a, / _. '..Q'.::,: : '=:"` MAIN ELECTRICAL PANEL PANEL MODEL A pNP�- HDPE LANDSCAPE 12,488 SF �• °� t' : T ` - :: :'` Q'.:: ::= / AIR BLOWER NOTES: 14. PROVIDE A RESIDUAL HEAD OF 5' AT THE END OF EACH ;- _ -' BOX NON-STRUCTURAL • ' •/ , }_i :;;:,.:• �1� == CBA -- ------ -- 1 CB 1 4 1. OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO LATERAL CONTRACTOR SHALL DO A SQUIRT TEST TO DOCUMENT SURFACE ARE TO Jv` _ •r�` -s' ♦ --� ARRIVING ON SITE USING A METHOD APPROVED BY THE THIS REQUIREMENT IS MET. =- Q' ....----_--=- EXIST ASPHALT CONCRETE w - BE MAINTAINED AS �- �•Lro =� % MANUFACTURER. 15. EVERY FIFTH ORIFICE TO BE INSTALLED IN THE 6 0"CLOCK � - NON-TURF BUFFER ; �, - °� /•h _ = - PAVEMENT TO REMAIN CB B -- _ 2 THE ENGINEERING OF RECORD, A SUFFOLK COUNTY POSITION TO ALLOW THE LATERAL TO DRAIN IN BETWEEN PVC PIPE D3034 50�' ��...... ... % --� CB 2 i MGH WATER REPRESENTATIVE AND A FU JICLEAN REPRESENTATIVE SHALL CYCLES. PLACE AN ORIFICE SHIELD UNDER THE PIPE: AT THE xo PVC SEWER PIPE,-TYP SDR 35 MILDRED & PERRY PASCUCCI ; , t - = - " N/F OYSTER PONDS HISTORICAL TO CONTROL PANEL ALARM OBSERVE THE SEPTIC SYSTEM PRIOR TO BACKFILLING. LOCATION OF THE DRAIN HOLES TO PREVENT SCOURIING. m SCTM*1000-26-3 11 Q':: CB C SOCIETY ROAD (CEMETERIES) -- __ 3. A FUJI CLEAN REPRESENTATIVE WILL BE PRESENT DURING 16. A HOUSE TRAP SHALL NOT BE INSTALLED UPSTREAM OF THE 305 NARROW RIVER ROAD • IMPROVED SYSTEM START UP. TREATMENT TANK. THE TREATMENT,,. PVC 30 BEND TO SEPTQC PROPOSED IMPROVEMENTS TR TME TANK SHALL VENT THROUGH TANK PROJECT LIMITING (NO WATER SERVICE) 3� --- 4. THE OWTS INSTALLER SHALL HOLD APPROPRIATE I/A OWTS THE SEWER PIPE NO ADDITIONAL VENTING IS REQUIRED. FROM � :FENCE AND AREA / SCTM*1000-27-4-8 t FROM SUFFOLK COUNTY DEPARTMENT OF HEALTH 17. MAINTAIN A MINIMUM COVER OF 4.5 OVER THE PROPOSED WATER OWNER: ABBY TANNENBAUM DWELLING SEPTIC --EL 2.3' OF GROUND 'gyp CIRCUIT BREAKER SPECIFICATIONS= i i AND SHALL BE AN AUTHORIZED INSTALLER SUPPLY LINE SCALE: PER PLAN SEE NOTE 26 -"' `' DISTURBANCE �� 5. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT 18. ALL COMMUNICATIONS & ELECTRIC LINES SHALL BE INSTALLED FRESHWATER WETLAND BOUNDARY .WITHIN THE FENCE TIDAL WETLAI� BOUNDARY i i SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH. IN PVC PIPES. DIRECT BURY SHALL NOT BE ALLOWED. JOB NUMBER: 20-014 CI TO PVC HOUSE /AS DELINEATED BY +/- 16,814 SF AS DELINEATED BY ELECTRICAL PANEL - I i ORENCO VERICOM CONTROL PANEL 6. THE SURVEYOR OF RECORD SHALL PROVIDE RECORD SURVEY AS 19. THE ORENCO EQUIPMENT SHALL BE INSTALLED ACCORDING TO ADAPTOR 600 PVC WYE / EN CONSULTANTS 11/7!19 - EN CONSULTANTS 11/7/19 REQUIRED BY SCDH. THE INSTALLATION INSTRUCTIONS PROVIDED BY ORENCO AT THE ' CBA - 20 AMPS I I DOSING-PUMP 7. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN TIME OF DELIVERY. NON-CONFORMANCE WITH THE INSTRUCTIONS SITE PLANrFN� CB B - 20 AMPS t -- Ll PUMP 3 -- THE MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL WILL VOID THE ORENCO WARRANTIES. CBC - 10 AMPS i '---- BE PROVIDED TO SCDH. THE SERVICE CONTRACT SHALL BE FOR 20. SPLICING IS NOT ALLOWED BETWEEN THE PUMP BASIN SPLICE CLEANOUT 1 - C_1 DURAFIBER ACCESS LID A MINIMUM OF 3-YEARS AND SHALL COVER INSPECTION AND BOX AND THE ORENCO CONTROL PANEL FLD24G W/ RG24 SAFETY OPEN DISCHARGE PUMP TO t ©- ---- FUJI CLEAN CONTROL CONTROLS MAINTENANCE OF THE DOSING PUMP AND DRAINEIELD. 21. SPLICES MUST BE PERFORMED WITH THE WATERPROOF WIRE NTS C-1 C-1 GRATE TO GRADE OBTAIN GRAB SAMPLES PAS MODE A L----- -- L1 CB 4 -� 8. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF NUTS SUPPLIED BY ORENCO. USE OF OTHER WIRE NUTS WILL SPLICE BOX CAT5 ETHERNET TO CONTROL PANED THE OWTS. VOID THE ORENCO WARRANTIES FOR THE PUMP AND FLOAT PUMP BASIN CB 1 - 15 AMPS --- -- RJ-45 -------- W CABLE TO MODEM 9. CONTRACTOR SHALL CONFIRM INVERT ELEVATION PRIOR TO SWITCHES. PROJECT NOTES DRAINFIELD PUMP DOSING MODEL PB2472 DISCHARGE ASSEMBLY CB 2 - 15 AMPS CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF 22. DISCHARGE PUMP FLOAT SWITCH DIAGRAM DRAWN FOR BUILDABLE AREA- 18,492 SF (18,807 LOT AREA - 315 SF WETLANDS) HV125 W/ DRAIN HOLE RECORD OF ANY DISCREPANCIES. ILLUSTRATION PURPOSES ONLY. WIRING SHALL BE PERFORMED IN LOT COVERAGE: PERMITTED: 3,698 SF (18,492 X 20%) NORMAL OPERATION AND BALL VALVE ORENCO CONTROL PANEL ----- % 4 2/2/21 REV. WELL LOCATION 10 PROVIDE DEDICATED BREAKERS IN THE MAIN DWELLING ACCORDANCE WITH THE WIRING DIAGRAM SUPPLIED'AT DELIVERY. EXISTING= 1,638 SF ON - 34 INCHES t D' R---0A. ELECTRICAL PANEL FOR THE OWTS AND PUMP BASIN. 23. THE PROPOSED PRIVATE WELL SEPARATION DISTANCE FROM THE 3 12/22/20 REV. WELL LOCATION OFF - 24 INCHES TO CB 3 - 20 AMPS � " 1 11. ALL 20 RISER PAN, SAFETY GRATE, AND COVERS SHALL BE NEIGHBORS SEPTIC SYSTEM IS GREATER THAN THE EXISTING PROPOSED IMPROVEMENTS: DOSE VOLUME - 18.8 GALLONS FROM DRAINFIELD CB 4 - 10 AMPS i Y&B TUF-TITS RISER 20-RISP-GREEN, COVER 20-MSL FLAT, AND SEPARATIOHL 2 9/30/2 0 REV. PER NOIJ 1 1. 2 BEDROOM. 2-1/2 BATH, 1 STORY RESIDENCE (2,111 SF) CYCLES - 330 GPD / 18.8 GAL = 18 CYCLES PER DAY OWTS - ,_ � ORENCO 20" RG20 SAFETY GRATE 24. DOMESTIC WATER TREATMENT SYSTEMS SHALL NOT BACKFLUSH 1 8/7/20 REV. PER EN-CONSULTANTS 2. FIRST FLOOR ELEVATION = 14.5 SEE NOTE 22 ®- -------� 12. ALL 24" RISERS, SAFETY PANS, AND COVERS SHALL BE TO I/A OWTS. BACKFLUSH SHALL DISCHARGE IN SEPARATE 3. FRONT UPPER DECK (ELEV. 14.5) = 522 SF FLOAT ASSEMBLY Y & B TUF-TITS RISER 24-RISP-GREEN, COVER 24-MSL FLAT, AND 24" 8'0 X 2' DEEP PRECAST CONCRETE DRY WELL NO. DATE DESCRIPTION 4. FRONT LOWER DECK (ELEV 12..5) = 522 SF PERCOLATION TEST RI SAND M R TESTED RI MODEL MFPB ORENCO RG24 SAFETY GRATE 25. APPROXIMATELY 84 CY OF CLEAN SANDY FILL TO BE TRUCKED 5. TOTAL LOT COVERAGE = 3,155 SF / 17.1% BORROW LOCATION PRIOR TO IMPORTING MATERIAL ORENCO DISCHARGE PUMP CONTROL WIRING DIAGRAMMATIC 6 13. THE TRANSPORT PIPE SHALL HAVE A CONTINUOUS SLOPE TO IN FROM AN APPROVED UPLAND SOURCE TO RAISE PROPOSED DRAWN BY: DWR, JXH, EDZ 6. 16!0 DIAMETER (240 SF) CONCRETE UTILITY STRUCTURE AT GRADE TO THE SITE (ELEV--4.0). ALL SERVICES AND UTILITIES ENTER AND EXIT THROUGH PUMP MODEL- PF200511 R M Y HIGH-WATER ALARM ALLOW THE PIPE TO DRAIN IN BETWEEN PUMP CYCLES. OWTS. THIS STRUCTURE LOADING RATE 3.0 G/SF (1 - 5 MIN/IN) CATEGORY 1 NTS C-2 C-1 26. PROPOSED SEPTIC AND WELL LOCATIONS FOR SCTM*1000-26-3-11 DESIGNED BY: DWR AS PER SCDHS BOARD OF REVIEW APPLICATION *R10-15-0045. DRAINFIELD CALCULATION: - B PUMP CHECKED BY: DWR, 7. NON-STRUCTURAL AREAS 12,513 SF TO BE MAINTAINED AS NON-TURF 330 GPD / 3 G/SF = 110 SF N JXH, KMS, EDZ BUFFER R � , INFILTRATOR 04 PLUS NATIVE BACKFILL TOP SOIL 110 SF / 2.83 SF / FT = 39 LF (REQUIRED) STANDARD LOW PROFILE DRAINAGE CALCULATIONS: (PLACE STORMDRAIN CHAMBERS BELOW DECK) 2 TRENCHES o 22 LF = 44 LF (PROVIDED) CAST-IN-PLACE CONCRETE W REDUNDANT OFF SITE INFORMATION DATE: JULY 31, 2020 RAINFALL EVENT 3" _ DEADMAN POURED PRIOR TO co 36 _x x...r ;.� :s_ �c, x SCTM# 1000-26-3-10 RUNOFF COEFFICIENT PUMP BASIN INSTALLATION .:Y .: .n-µ ROOF - 1.0 PENETRATE PUMP BASIN 3" E N / LOT AREA - 18,870 SF (0.43 ACRE) DRIVEWAY - 1.0 INTO DEADMAN LEGEND \� \� 18,492 SF (WITHOUT WETLANDS 18,870 SF - 315 SF) SCTM# 1000-26-3-10 STORMWATER VOLUME - 2,111 SF ROOF 3"/12"/FT = 528 CF (REQUIRED) PROP DWELLING WITH 2 BEDROOMS (220 GPD) (21) CULTEC STORMORAIN CHAMBERS 180HD - 531 CF (PROVIDED) PUMP BASIN 5 A/C- AIR CONDITIONING 36, END CAP PROP SEPTIC SYSTEM FOR 3 BEDROOMS (330 GPD) BW - BOTTOM OF WALL DISPERSION (1) FUJI CLEAN CEN5 (500 GPD) CATEGORY 1 NTS C-1 C-1 CO - CLEANOUT TRENCH 2' LATERAL, TYP (44 LF) DISTRIBUTION TRECH (DT) CI - CAST IRON (22 LF) EXPANSION TRENCH (ET) OWTS DB - DISRIBUTION BOX LOCATED NORTH OF NARROW RIVER ROAD 403 LF WEST OF KING STREET 3 RIM = 5 72' DRAINFIELD SECTION s _IE IN = 5.61' ��S.OLF 4" PVC PIPE DW - ORYWELL HAMLET OF ORIENT OI - DUCTILE IRON TOWN OF SOUTHOLD 25 C-1 C-1 IE OUT = 5.44 D3034 SDR 35 PUMP BASIN 5 g 9 DT - DISTRIBUTION TRENCH NTS C-1 C-1 SUFFOLK COUNTY BOT = 1.2' n S=0.0104 MIN RIM ELEV = 72' EL - ELEVATION VERTICAL DATUM - NAVD 1988 20 INV IN = 5.38' C-1 C-1 C-1 C-1 C-1 C-1 EQ - EQUAL DISTANCE -1/4" PVC BOUNDARY AND TOPOGRAPHY BY FIELD SURVEY BY KENNETH M. MVOYCHUK INVERT OUT = 5x ET - EXPANSION TRENCH 1 SCH 4o PLACE ON THE LAND SURVEYING, PLLC DATED JANUARY 18, 2020. SEPTIC N = 12' I - TE NATIVE BACKFILL • � BOT EXIST EXISTING PERFORATED LATERAL PIPE 3 FFE 14.5' = -------- ----- = = ----------- D TRENCH ON -.3.00---- - ELEVATION 1/8° ORIFICE 24" OC GROUND WITH LOW PROFILE CHAMBER FFE FINISHED FLOOR ELEV WITH FIC QUICK4 PLUS STANDARD ry GW - GROUNDWATER ELEVATION AT 12 0 CLOCK - z_ SNAP ON STANDS, TYP CLEANOUT :PRO' GRADE � PROP GRADE HEGE - HIGHEST EXPECTED PVC VALVE BOX SITE PLAN ' 3 - -� 10 ----------- 'EL 72 ------ ------ --------�-----------------'------------------ ----------------- -----------------,--------- � -------_------------- -- ,- -- -- GROUNDWATER ELEVATION EXIST GRADE " - EL 4.5 HOR = 1 1/4 PVC SCH 40 - 6 DI SLEEVE 1 VERT SOLID LATERAL PIPE THROUGH WALL IE 3.2' HOR - HORIZONTAL - ''11, �"' I I APPROVED B Y C-1 C-1 r MAX IE - INVERT ELEVATION - ; . ----------- --- -- ----------- ------ ------- - -- - - - -- 5 -------- -;--------- -----=-------- ----- -- DISCHARGE -- -- -- ----- � RUSTEES - - - " ' BOARD OF "I NV I - LINEAL FEET SWEEP 90 WITH TOWN OF SOUTHOLD W --- HEGE 12' MAX - MAXIMUM IE 6.44' _ MIN - MINIMUM o THREADED END CAP - UNDISTURBED SOIL SEE NOTE 14 Q SEE NOTE 9 & 16 0 10 20 30 40 50 60 70 80 90 100 Z 110 120 130 140 OC - ON CENTER (CONTRACTOR SHALL TAKE N _ : . . _ ..: :-. _ -_ _ DAI E Mp�Rc}l- 8 I ZoZ OWTS - ONSITE WASTEWATER END CAPS, TYP d 46.OLF 1-1/4" SCH 40 2 BOT 32 PRECAUTIONS NOT TO v PVC PIPE HEADER N TREATMENT SYSTEM COMPACT BOTTOM OF TRENCH ,` `*�` " 39.6LF (2LF 4" CI PIPE + SEE NOTE 13 C-1 C-2 POC - POINT OF CONNECTION DURING EXCAVATION) �� °°R °j � 22' MIN 1/8 LATERAL DRAIN ORIFICE - 00 37.6LF 4' PVC PIPE D3034 PROP - PROPOSED REMOVE CLAYEY SAND AT 6 O'CLOCK SEE NOTE 15. N SDR 35) S=0.0208 MIN PT - PERCOLATION TEST AND REPLACE WITH 10 N SEPTIC PROFILE 7 TW - TYPICAL MMUM SAND sP ASTM C33 SANDC�l N 1" = 10' C-1 C-1 UNO TSS OTHERWISEDRAINFIELD PROFILE 9 N VERT - VERTICAL NTS C-1 I C-1 SCDH APPROVAL c� d o U cf) 435 z ��' `�` 3' HORIZONTAL TO ASTM C33 SAND GRADATION NARROW ��, .` 1 VERTICAL MAX Izi- / zSEPTIC ENVELOPE /,% GRADE BREAK '`�` 0�3I5" PERCENT Lu *495 - 100 RIVER =8 80 - 100 _ ; ��Q \ *16 50 _ 85 w #30 25 60 ROAD PROP FENCE /' ; : *50 5.0 - 30.0 ' i '`� ' ,`� "r #100 < 10 #200 < 5 of i' 00, ELEC, AIR AND COMM TO OWTS AND PB ell % ;`, HAMLET OF /CAST IN PLACE X60 ;' '� '• '� '�� ORIENT Q CONCRETE RETAINING 4 '�� ��' '•` '�� '�`� z WALLC-2 % % ` ` SANITARY WELL SEAL M ;TW 72 C-2' �! �. ��' `� '. �' MINIMUM 12" ABOVE `t • BW 4.1' /' ' '`� '�' `�3 GRADE OR 24" ABOVE PITLESS CASE TOWN OF %_- _-- ! . ; 4 FLOOD LEVEL o � 4 6 �.` �� ELECTRICAL SUPPLY SOUTHOLD N i-^' / 'S� '` 3' DIAM CONCRETE C-2 C- C-1 EXISTING GROUND C-1 2 o • COLLAR,` TO� DRAIN AWAY N CONTROL PANELPrepared By : _A '..PB ------- - --- ------ 11 WELL CASING BLACK OR PROP ABOVE GROUND z W PROPANE TANK GALV STEEL CASING MEETING NSF AND ASTM REQUIREMENTS ull PITLESS ADAPTER CERTIFIED BY NSF " co WELL LATERAL TO BE TYPE K" COPPER OR v ��9 1-1/4" X 1" REDUCER CHECK VALVE HIGH DENSITY PLASTIC - ASTM RATED TO 160 PSI w AND NYS APPROVED FOR POTABLE WATER • 1 LATERAL GROUNDWATER _�__ TF Engineering, PLLC 1-1/4 TRANSPORT _ g� ELEC TO OWTS`- PIPE - CEMENT GROUT P.O. BOX 596 5o DIAMETER / z SAG HARBOR, NY 11963 U PROPOSED SPIRAL CHECK VALVE • w 4CASING AND YIELD EXIST CESSPOOL ..� STAIRCASE TO BE ABANDONED - FROM WATER BEARING `r " . �`:�`• 5' X 6' STAIRCASE IN ACCORDANCE WITHIN ACCORDANCE WITH OWTS FORMATION SUFFOLK COUNTY SCDH STANDARDS HEALTH STANDARDS • �`�;.` TO OWTS z p N STAINLESS STEEL M P�WP. J- ' .� p, 1-1/4" TEE C3, m �'' SCREEN \ ` ` V. PRIVATE WELL DETAILCIO -1/4" HEADER PRIVATE WELL 3 ' 1-1/4' BEND NTS C-1 C-2 2 2 7 HEADER �£SSiONP J NTS C-1 I C-2 w SEPTIC CONFIGURATION 1 X SCALE= 1" = 10' 0 m v OWNER: ABBY TANNENBAUM SCALE: PER PLAN JOB NUMBER: 20-014 CONCRETE RETAINING WALL DETAIL CONCRETE COMPRESSIVE STENGTH 3,000 PSI STEEL YIELD STRENGTH 60,000 PSI DESIGN CODE. ACI 318-11 NOT TO SCALE 6" 8" TOP OF WALL ELEVATION (2) *5 CONT AT TOP ELEVATION 7.2' APPROVED BACKFILL 4 2 2 21 REV. WELL LOCATION FINISHED GRADE `° `i 3 12/22/2 REV. WELL LOCATION _ _ _ 2 9/30/20 REV. PER NOI# 1 *5 012" O.C. HORIZONTAL ��� IIII�IIII�IIII = = LIFTING LUGS SHALL 1 8/7/20 REV. PER EN-CONSULTANTS a CONTONTINUOUS EXISTING SOIL ~% - - I III 1=1I�I I I�II II-11��11� NOT BE USED FOR 1-1/2 CLEAR TO REMAIN j� i�„ �" �i UPLIFT RESTRAINT N0. DATE DESCRIPTION �5 0 12" VERTICAL SPACE GALVANIZED D-RING l POLYESTER STRAP DRAWN BY: D OR SHACKLE �� _ WITH EYELETS WR, JXH, EDZ WATERPROOFED (2 PLACES) wl (2 PLACES) DESIGNED BY: DWR CHECKED BY: DWR, JXH, KMS, EDZ GALVANIZED TURN ° BUCKLE (2 PLACES) ! DATE: JULY 31, 2020 BOTTOM OF WALL ELEVATION 4.1' #4 REBAR (2 PLACES) TREATMENT TANKV ° " PRECAST CONCRETE SCTM� 1000-26-3-10 DRILL 1"0 HOLE TO ACCEPT DEADMAN (2 PLACES) 7 GALVANIZED 3/4" EYE BOLT WITH FLAT WASHER TOP Z 2" X 2" KEY AND BOTTOM (4 PLACES) (3) #5 TOP l BOTTOM NOTES: 1. POLYESTER STRAPS SHALL HAVE A BREAKING STRENGTH OF 2" CLEAR SPACE 10,000 LBS MIN. ALL HARDWARE SHALL BE HOT DIP GALVANIZED AND OF EQUAL CAPACITY. 2. PRECAST CONCRETE DEADMAN BY DIAMOND PRECAST OR EQUAL= ° 18" WIDE X 8" HIGH X 96" LONG. NOTEScli a W 1. NO CONCRETE SHALL BE POURED • • CONCRETE DEADMAN 5 SEPTIC 3 BELOW GROUNDWATER TABLE NTS C-2 C-2 0 2. WALL FOOTING TO BE PLACED ON LEVEL 3" CLEAR SPACE GROUND AND CAN BE STEPPED WHILE MAINTAINING 30" COMPACTED SUBGRADE SITE P `u MINIMUM COVER REQUIREMENTS. 0 RETAINING WALL r4 N NTS C-�c_ N O N N N Cantrell, Elizabeth From: Carolyn McLaughlin <carolynmclaughlin111@gmail.com> Sent: Wednesday, February 10, 2021 10:32 AM To: Cantrell, Elizabeth Subject: 435 Narrow River Road Orient 3 g 05 H � i w 9y � K :;.. y r i r x� 1 s We are submitting the attached letter in reference to permit 49764 in order to clarify the location of our well and cess pools. Thank you. Carolyn and James McLaughlin Carolyn McLaughlin ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. V �= is 0-1 `1 l �' L FEB 1 1 2021 Soull- d 30`In 2 Carolyn &JamesWcLaughiln, 91''1 Pennsylvania/-eve Yonkers, NY 10707 = February&, 2021 Tawn of SoufiholdBoard'of Trustees 435 Narrow-,River,-.Road,:Orient To, qh n lt,May Concern;;, As the ownets"bf,515 Narrow River Road,4,Qrient,we are writing:with respect t6a,T<' Wetla6ds Permit that was `recently issued to.our southerly adjacent neighbor.Abby Tannenbaum,autharizing,,demolition of the°eXisting,cfmielling and construction of a new. � Subsequent to the pubiic M41ng of Trustees,which`We attdnded virtuaily, We not+Tied our neighbor,th at'We came to,realize that the location of the dn-nking,water well`on our property'was incorrectly.depicted ort the site pit' submitted = to,the Board. We havesince,_been,°ad`vised�that'Ms.ITannenbaurn's site plan}has been- 'revsedto reflect the correct location of°ourv�iell andxtr`modfiy'the ldcaticirnifher:� , prpposed�sanitary,system and well. e.-alsa-understand that[els.Ta rtne baurn°will be rx° a�E rnnitilhg n appllcatjon;to the �oard'rif Trustees tci-amerna her lae rnit to reflect these : zchanges: --� �1n�that°regard, w °areovsrritirig�to, dvis ;fh 'Trus# as'thafi' veh ye,been res6atecf kith a � tav °°reviewed° he rev setl w e.plan prepar6� by `F hnplrieehirt ,;,Pta C,"as dated. F I?nia y, --20�f 6hdydahn c6' `tl�`�rtli ;.si�e.aplan c�t�e�°r�i�t�v � j�„ 2{ I;> r inI a acc tel e rc Frm a A q bort aF,oUvd`rinking-water We �.`• _ yw3l7v° "fig=-°+ - • - �= °'23..&'r8•<.°,*'^"`.v {vGq[ �.aE2{p - ��g'`' • �`� ,-e-.- ,. ,',� iii�` '^' $j 202 _ di xt" eLaughl .irk.L•` ° _ M a,ia` - _•fie, E°�£.i�vr..��w� _ .�" �q ° n - jj �•x �'^e £ is>e � �� �` ., ,` '�� °. �"°!R �(°<.�°z�� v -^g„b.• �-"Z+° 'Mt ,a ° r ,�e�* �-'_- w•.xa A. �".uiY°�c.� ,.,,•bay:° �. ��` r°•��,�V°s.,,,• • ;'a, ,�. .° .7'd :..�' ` ek` - mak\�'��� - d���� .- .,•t ... s '� R rw n t �-&° .,.,q',���Y�'�:.e k• � V.°��'- Q�'"°`'ac.�' �` ,. •;r>� _<.�..�,r rA:+ �iT�<µ��'��,,,.?. , � �,��.,° ,'°a�°,. ° - Glenn Goldsmith, Prent o�OSufFQ(,�.01 Town- Hall Annex A. Nicholas KrupsKi, Vice-President ,�� 2�, (( 54375 Route 25 John M. Bredemeyer, III o '` P.O. Box 1179 Michael J. Domino o Southold, NY 11971 Greg Williams ti p! Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: �� �-! ° Vy\ Completed infield by: 3 g CGU Cm�i e-r En-Consultants on behalf of ABBY TANNENBAUM requests an Administrative Amendment to Wetland Permit#9764 to revise the locations of proposed I/A sanitary system and private drinking water well. Located: 435 Narrow River Road, Orient. SCTM#: 1000-26-3-10 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet _ 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool)" 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice,of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: 1 n II Unlisted Action Type of Application: Pre-Submission Administrative Amendment, Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: 2 /Abri w] CAA4" iN► ut( -Fa I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: /J. Bredemeyer M. Domino G. Goldsmith N. Krupski G. Williams Other SCUM BAFFLE BASIS AND JOSEPHINE NINA ESHOO / ` 7.90' FUJI CLEAN TREATMENT c� KRASANAKIS ��• SCTM 1000-26-3-3 / u, JOHN CARTER \ RUTH & EUGENE OLIVA RECIRCULATION AIR LIFT PUMP 1 SEDIMENTATION WAMBER 0.6' BROWN SANDY LOAM (OL) ELEVATION 3.7' SCTM ASSN 26-3-2 ` 's o SCTM*1000-26-3-4 \ SCTM*'1000-26-3-8 2 ANAEROBIC FILTRATION CHAMBER 0 1 345 DOUGLAS ROAD 235 DOUGLAS ROAD O> 3.03' 2.62' 224' v 455 DOUGLAS ROAD •$ IMPROVED / c^ v, a o \ 615 NARROW RIVER ROAD COQ• IMPROVED \ C-1 C-2 g'o �o \ IMPROVED yF� BROWN nn l (PRIVATE WELL) / IMPROVED � . 3 AEROBIC CONTACT FILTRATION CHAMBER ('� U (PRIVATE WELD '�s+ '�E` / a$ (PRIVATE WELL) Z $ \ (PRIVATE WELL) .��� 4 STORAGE giA�BER a �'J a PROP IIA SANITARY SYSTEM �'o<< EL 26'� `'' oWELL 150+ FROM c \ Q��o EXIST WELL �n LOAMSm - C _ •- J q�/ GRAINFIELD N o PROPERTY � rn \ �y� TO REMAIN 3 -, F E B 9 2021 Q \ c N o -o , `6 K, GW EL 12 r -fl �' \ o SEE NOTE 11 O r V M /�S pEs,Tp \\ ` CESSPOOL TO ��' EXIST SEPTIC ag N \:0 cn �h�� IoM `r 4 Southola ro �r r v BE REMOVED TO REMAIN 7Do \ \\ DWELLINGa TO DRAINFIELD 0.6 CLAYEY SAND (SC) ��� FLOW OPENING TYP 3oarcl of Trustees z , ,s3 RO,q�J \ • . PER SCDH 1 vn cn v rn \ �j ad KIE R w �SS�•�2'Z, \ ��` STANDARDS j o BOARD TYPE N \ Q �'ic�9s�� '�, '� �► \ \ �� INLET BAFFLE 1 O 4 - AIR - CONTACT MEDIA MEDIUM _ 9p 5 LIFT PUMP 4 ROAD DIAMETER \ \ = O RECIRCULATION `n SAND SP tO Sy is ` PROPOSED -o \ \ RECIRCULATION PIPE ASSEMBLY \ FLOW OPENING (TYP) FLOW BAFFLE 1/2" AIR INTAKE o S dab' r�, ; , `��. SPIRAL , \ ui /SSS Tp S �,cA i' s0�, i i �� `� STAIRCASE N CAROLYN & JAMES \ > (CLEANING OPENING) � p'll'C °'SI. . s- ; `� `. ,, / OWTS PLAN VIEW LLI SRO �I ch �°'' ,' �` �`� a MCLAUGHLIN \ / q�J _�=_ _ ` ', - SCTM#1000-26-3-9 \ / 3 3 AEROBIC MEDIA HAMLET OF �•' �- 515 NARROW RIVER ROAD \ 158.30' IMPROVED \ C) TEST HOLE INFORMATION � � (PRIVATE WELL) \ BY K. WOYCHNCK LS, 1/15/20 ORIENT l_� EXIST WELL \ n S SEE NOTE 11 SEE NOTE 12 AERATION ASSEMBLY HIGHEST EXPECTED GROUNDWATER z EL 2.8 - 150.00' PROPOSED 3.1 FT TO REMAIN \ {MAX) HIGH CONCRETE is O ` .- "' ` J ELEVATION 12 TEST HOLE / RETAINING WALL - _� ,� �� y OWTS ED SECTION VIEW / SEF NOTE / TOWN OF o JEANNE MA .• $ I. - : }24 STORM DRAINAGE CHAMBERS / SOUTHOLD oC) WEDGE `*:' ^� 5' X 6' STAIRS 'l = `" `=' BENEATH DECK / 1/2" PRESSURE TREATED CUT POST AT AN ANGLE SCTM1000-26-3-1 •• �"� TO OWTS .' y SEE CALCULATIONS BELOW 20 10 0 20 40 MOUNTING BOARDS CIO 155 HARBOR ROAD ,, "�' TO ALLOW WATER TO VACANT • , �` /_ 1 �� _ = FUJI CLEAN NEMA 4X Prepared By: • _ _ s scale 1 20 feet RUN OFF CONTROL PANEL EXISTING CONCRETE ORENCO NEMA 4X � •-• _� \.:. � .hR� I. ST SINGLE�-- �? / ELEC SERVICE CONTROL PANEL v FOUNDATION AND •'• S FAMILY DWELLING _ ' 0 Lu �i\ '�� '� � ON PILES � � �_ ' - - / TO AIR PUMP FRAME BUILDING TO 4 o �?,� �o�� wry co ` -.,'FFE 14.5 t � / _ 2 AIR PRESSURE � BE REMOVED OELEC �o ^ �6� �. os / 1 4 N ALARM TUBE TO PUMPBASINfie, 0 78± CONCRETE IMUTY• '! > ,` �. -' / 3 CONTROL WIRING TO o �'• >< ENCLOSURE {�,�' STAIRS TO DECK z_ w 93.7T • >' T 1 / TREATMENT TANK BENEaTH D� j O�� J o. ���_ ._ - PRESSURE TREATED TF Engineering, X PLLC NG � CATHERINE DIPANE h 'l / WEATHER RESISTANT r° 4X4 POSTS O 596 � EXIST WELL Q�o�• � •?\ �% � =;... `%=�. / SCTM#1000-26-3-12 : %� f, �� ENCLOSURE SUPPLIED SAG HARBOR, NY 11963 275 HARBOR ROAD TO REMAIN �4. cam.,;> : ` >. ;�`Oh , '` ? / -QUICK DISCONNECT �.• ��`�% BY MANUFACTURER w \' r yn: .: "�'f EL 32' / TIE DOWN STRAP MIDWEST PO65'P IMPROVED �-=:'' .; o �,. OWTS SECTION VIEW TIE DOWN STRAP %Yy �, �;� ,' _. / (TWO LOCATIONS) MAC 8OR AIR C) (PRIVATE WELL) / ao• .,y �-.� ! ' t�� / 3 BLOWER SANITARY 150+ "�'` 1 !`>x ' = PROP PRIVATE WELL 5 PNEUMATIC HOSE FROM PROPOSED TEST WELL • SEE NOTE 23 C-1 C-2 pF NEy, CD WELL SEE NOTE 26 �, . TEST '' C-1 C-2 TO DOSING PUMP 4" THICK PRECAST ELEC SUPPLY w i a HOLE PROP WATER TREATMENT TANK 3 CONTROL LINES TO CONCRETE PAD FROM DWELLING �P J LL_ EXIST WELL PROP UNDERGROUND - 150.00' TO SEPTIC SUPPLY LINE 5 ELEC SERVICE TREATMENT TANK E- SYSTEM (275 HARBOR ROAD) //TO BE ABANDONED ''�' � '• SEE NOTE 17 MIN_ / NTS C-1 C-1 \ CONTROL PANEL PROP PERVIOUS CRUSHED SHELL 4 * , / EXIST DWELLING o- . - _ DRIVEWAY WITH METAL EDGING NTS ' C END PLUG AND APPURTENANCES. O. DESIGNATED CONSTRUCTION ACCESS C-2 C-1 e 2 750 TO BE REMOVED ,,y -'� FUJI CLEAN CONTROL ' Fesst01%F C o MAIN ELECTRICAL PANEL PANEL MODEL A HDPE LANDSCAPE t := ;: / 12,488 SF Q` " 0 AIR BLOWER NOTES, 14. PROVIDE A RESIDUAL HEAD OF 5' AT THE END OF EACH / 1 TO BOX NON-STRUCTURAL p --::-:: "" J CBA -- ------ -- 1 CB 1 4 OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR LATERAL. CONTRACTOR SHALL DO A SQUIRT TEST TO DOCUMENT <,.. - SURFACE ARE TO •%% : • ♦ - ARRIVING ON SITE USING A METHOD APPROVED BY THE THIS REQUIREMENT IS MET. w - BE MAINTAINED AS- - �- �.Lro :ti� /' EaQST ASPHALT CONCRETE MANUFACTURER. 15. EVERY FIFTH ORIFICE TO BE INSTALLED IN THE 6 O'CLOCK LL_ - o, h - '_ .::::: :::::::::::' PAVElMIENT TO RE MAIN _ NON-TURF BUFFER \ _ /y ::::::::' ::: ::-::::: CB B -- --� CB 2 2. THE ENGINEERING OF RECORD, A SUFFOLK COUNTY POSITION TO ALLOW THE LATERAL TO DRAIN IN BETWEEN PVC PIPE D3034 •. 'ga i i REPRESENTATIVE AND A FUIJICLEAN REPRESENTATIVE SHALL CYCLES. PLACE AN ORIFICE SHIELD UNDER THE PIPE AT THE x PVC SEWER PIPE, TYP SDR 35 MILDRED & PERRY PASCUCCI : �. N/F OYSTER PONDS HISTORICAL i ___________� ALARM o \ ` cP - `' Q',7.11;';;:'" TO CONTROL PANEL OBSERVE THE SEPTIC SYSTEM PRIOR TO BACKFILLING. LOCATION OF THE DRAIN HOLES TO PREVENT SCOURING. m SCTM#1000-26-3-11 •. 'c4' Q':.:::::::::: CB C - '� :=- SOCIETY ROAD (CEMETERIES) -_ I __ 3. A FUJI CLEAN REPRESENTATIVE WILL BE PRESENT OWING 16. A HOUSE TRAP SHALL NOT BE INSTALLED UPSTREAM OF THE ° 305 NARROW RIVER ROAD g \ ��. / IMPROVED 2 -Q SYSTEM START UP. TREATMENT TANK. THE TREATMENT TANK SHALL VENT THROUGH PVC 30 BEND TO SEPTIC PROPOSED IMPROVEMENTS : ..:::.::::::: / .....PROJECT LIMITING / (NO WATER SERVICE) I I Q- ----J 4. THE OWTS INSTALLER SHALL HOLD APPROPRIATE [/A OWTS THE SEWER PIPE NO ADDITIONAL VENTING IS REQUIRED. FROM TAMC % ' ' ENDORSEMENTS FROM SUFFOLK CUM DEPARTMENT OF HEALTH 17. MAINTAIN A MINIMUM COVER OF 4.6 OVER THE PROPOSED WATER OWNER: ABBY TANNENBAUM ••,� -:FENCE AND AREA % �° . SCTM1oo0-27-4-8 DWELLING -� l EL 2.3' OF PROP SEPTIC �P CIRCUIT BREAKER SPECIFICATIONS i i I AND SHALL BE AN AUTHORIZED INSTALLER. SUPPLY LINE- ...................... SCALE: PER PLAN SEE NOTE 26DISTURBANCE ��; I i 5. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT 18. ALL COMMUNICATIONS & ELECTRIC LINES SHALL BE INSTALLED FRESHWATER WETLAND BOUNDARY :WITHIN THE FENCE TIDAL WETLAND BOUNDARY I I I SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH. IN PVC PIPES. DIRECT BURY SHALL NOT BE ALLOWED. JOB NUMBER: 20-014 CI TO PVC HOUSE AS DELINEATED BY +/- 16,814 SF y„ ;,;; ;:;; AS DELINEATED BY ELECTRICAL PANEL _ ORENCO VERICOM CONTROL PANEL 6. THE SURVEYOR OF RECORD SHALL PROVIDE RECORD SURVEY AS 19. THE ORENCO EQUIPMENT SHALL BE INSTALLED ACCORDING TO ADAPTOR 600 PVC NYE / EN CONSULTANTS 11/7/19 <, - ;:«- %; EN CONSULTANTS 11/7/19 REQUIRED BY SCDH. THE INSTALLATION INSTRUCTIONS PROVIDED BY ORENCO AT THE CB B - 20 AMPS I I DOSING PUMP 7. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN TIME OF DELIVERY. NON-CONFORMANCE WITH THE INSTRUCTIONS II SITE PLAN 2 CB C - 10 AMPS i I -- L1 ' Cg 3 _ THE MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL WILL VOID THE ORENCO WARRANTIES. CLEAN l Tri DURAFIBER ACCESS LID _ BE PROVIDED TO SCDHI. THE SERVICE CONTRACT SHALL BE FOR 20. SPLICING IS NOT ALLOWED BETWEEN THE PUMP BASIN SPLICE O - C-1 FLD24G W/ RG24 SAFETY OPEN DISCHARGE PUMP TO FUJI CLEAN CONTROL I - ----- NTS -- A MINIMUM OF 3-YEARS AND SHALL COVER INSPECTION AND BOX AND THE ORENCO CONTROL PANEL. NTS C-1 C-1 GRATE TO GRADE OBTAIN GRAB SAMPLES PANEL MODE A L----- -- L1 CONTROLS CB 4 -� MAINTENANCE OF THE DOSING PUMP AND DRAINFIELD. 21. SPLICES MUST BE PERFORMED WITH THE WATERPROOF WIRE 8. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF NUTS SUPPLIED BY ORENCO. USE OF OTHER WIRE NUTS WILL PUMP BASIN SPLICE BOX CB 1 - 15 AMPS CAT5 ETHERNET RJ-45 TO CONTROL PANEL' THE OWTS. VOID THE ORENCO WARRANTIES FOR THE PUMP AND FLOAT DRAINFIELD PUMP DOSING MODEL BASIN CB 2 - 15 AMPS CABLE TO MODEM W 9. CONTRACTOR SHALL CONFIRM INVERT ELEVATION PRIOR TO SWITCHES. PROJECT NOTES DISCHARGE ASSEMBLY CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF 22. DISCHARGE PUMP FLOAT SWITCH DIAGRAM DRAWN FOR BUILDABLE AREA: 18,492 SF (18,807 LOT AREA - 315 SF WETLANDS) HV125 W/ DRAIN HOLE _ 1 RECORD OF ANY DISCREPANCIES. ILLUSTRATION PURPOSES ONLY. WIRING SHALL BE PERFORMED IN LOT COVERAGE- PERMITTED: 3,698 SF (18,492 X 20%) NORMAL OPERATION AND BALL VALVE ORENCO CONTROL PANEL ---- R `� 10 PROVIDE DEDICATED BREAKERS IN THE MAIN DWELLING ACCORDANCE WITH THE WIRING DIAGRAM SUPPLIED AT DELIVERY. 4 2/2/21 REV. WELL LOCATION EXISTING= "1,638 SF ON - 34 INCHES i UH--- ELECTRICAL PANEL FOR THE OWTS AND PUMP BASIN. 23. THE PROPOSED PRIVATE WELL SEPARATION DISTANCE FROM THE 3 12/22/20 REV. WELL LOCATION OFF - 24 INCHES TO CB 3 - 20 AMPS 11. ALL 20" RISER PAN, , i SAFETY GRATE, AND COVERS SHALL BE NEIGHBORS SEPTIC SYSTEM IS GREATER THAN THE EXISTING PROPOSED IMPROVEMENT'S= DOSE VOLUME - 18.8 GALLONS FROM DRAINFIELD CB 4 - 10 AMPS 3 _Y_&_B_� JUF-nTE RISER 20-MSP-GREEN COVER 20-MSL FLAT, AND SEPARATION. 2 9 30 20 REV. PER NOIJ 1 1. 2 BEDROOM. 2-1/2 BATH, 1 STORY RESIDENCE (2,111 SF) CYCLES - 330 GPD / 18.8 GAL = 18 CYCLES PER DAY OWTS i ORENCO 20 RG20 SAFETY (MATE 24. DOMESTIC WATER TREATMENT SYSTEMS SHALL NOT BAICKFLUSH 1 8/7/20 REV. PER EN-CONSULTANTS 2. FIRST FLOOR ELEVATION = 14.5 SEE NOTE 22 ®- ------ 12 ALL 24" RISERS SAFETY PANS AND COVERS SHALL BE TO I/A OWTS. BACKFLUSH SHALL DISCHARGE IN SEPARATE 3. FRONT UPPER DECK (ECFV. 14.!x) = 522 SF FLOAT ASSEMBLY Y & B TUF-TITE RISER�24-RISP-GREEN, COVER 24-RISL FLAT, AND 24" 8'0 X 2' DEEP PRECAST CONCRETE DRY WELL. NO. DATE DESCRIPTION 4. FRONT LOWER DECK (ELEV 12!i) = 522 SF PERCOLATION TEST OF SAND TO BE TESTED AT MODEL MFPB BORROW LOCATION PRIOR TO IMPORTING MATERIAL ORENCO RG24 SAFETY GRATE 25. APPROXIMATELY 84 CY OF CLEAN SANDY FILL TO BE TRUCKED 5. TOTAL LOT COVERAGE = 3,155 E / 17.1 TO THE SITE ORENCO DISCHARGE PUMP CONTROL WIRING DIAGRAMMATIC 6 13. THE TRANSPORT PIPE SHIALL WAVE A CONTINUOUS SLOPE TO IN FROM AN APPROVED UPLAND SOURCE TO RAISE PROPOSED DRAWN BY. DWR, JXH, EDZ 6. 16'0 DIAMETER (240 SF) CONCRETE UTILITY STRUCTURE AT GRADE PUMP MODEL PF200511 ALLOW THE PIPE TO DRAIN IN BETWEEN PUMP CYCLES. OWTS. THIS S4.0'). ALL SERVICES AND UTILITIES ENTER AND EXIT THROUGH R M Y HIGH-WATER ALARM NTS C-2 C-1 26. PROPOSED SEPTIC AND WELL LOCATIONS FOR SCTM*1000-26-3-11 DESIGNED BY: DWR THIS STRUCTURE LOADING RATE 3.0 G/SF (i - 5 MIN/IN) CATEGORY 1AS PER SCDHS BOARD OF REVIEW APPLICATION ;R10-15-0045. 7. NON-STRUCTURAL AREA- 12,57:; SF TO BE MAINTAINED AS NON-TURF DRAINFIELD CALCULATION: iJ NB PUMP ON BSER 330 GPD / 3 G/SF = 110 SF INFILTRATOR 04 PLUS CHECKED BY: DWR, JXH, KMS, EDZ 110 SF / 2.83 SF / FT = 39 LF (REQUIRED) R PUMP OFF STANDARD LOW PROFILE NATIVE BACKFILL TOP SOIL DRAINAGE CALCULATIONS- (PLACE: STORMDRAIN CHAMBERS BELOW DECK) 2 TRENCHES Ra 22 LF = 44 LF (PROVIDED) CAST-IN-PLACE CONCRETE W REDUNDANT OFF - - SITE INFORMATION DATE: JULY 31, 2020 RAINFALL EVENT 3 _ " DEADMAN POURED PRIOR TO io 36 amu,-__-. ... X �� SCTM# 1000-26-3-10 µ RUNOFF COEFFICIENT PUMP BASIN INSTALLATION � :; Y :, = .�. .�,=. � ;w ;�-3-. ; ROOF - 1.0 PENETRATE PUMP BASIN 3° - - N �= LOT AREA - 18,870 SF (0.43 ACRE) DRIVEWAY - 1.0 INTO DEADMAN W m � J /\ " " LEGEND 18,492 SF (WITHOUT WETLANDS 18,870 SF - 315 SF) � _ 8 CF (REQUIRED) 34" �� PROP DWELLING WITH 2 BEDROOMS (220 GPD) SCTM 1000-26-3-10 STORMWATER VOLUME - 2,111 SF ROOF 3 /12 /FT 52 ( QU ) (21) CULTEC STORMDRAIN CHAMBERS 18OHD - 531 CF (PROVIDED) PUMP BASIN 5 A/C- AIR CONDITIONING 36„ END CAP PROP SEPTIC SYSTEM FOR 3 BEDROOMS (330 GPD) BW - BOTTOM OF WALL DISPERSION (1) FUJI CLEAN CEN5 (500 GPD) CATEGORY 1 NTS C-1 C-1 CO - CLEANOUT TRENCH 2' LATERAL, TYP (44 LF) DISTRIBUTION TRECH (DT) CI - CAST IRON (22 LF) EXPANSION TRENCH (ET) OWTS DB - DISRIBUTION BOX LOCATED NORTH OF NARROW RIVER ROAD 403 LF WEST OF KING STREET 3 RIM ELEV 72' DW - DRYW - DRAINFIELD SECTION 8 HAMLET OF ORIENT _IE IN = 5.61' 5.OLF 4" PVC PIPE DI - DUCTILE IRON TOWN OF SOUTHOLD 25 C-1 C-1 IE OUT = 5.44' D3034 SDR 35 PUMP BASIN 5 g g DT - DISTRIBUTION TRENCH NTS C-1 C-1 SUFFOLK COUNTY BOT = 1.2' a S=0.0104 MIN RIM ELEV = 72' EL - ELEVATION VERTICAL DATUM - NAVD 1988 ----------------- TOPOGRAPHY 20 - = 5.38' 52' C-1 ------------- ----------------- ---------------- - - - - - - - 1/4" PVC FIELD SURVEY BY KENNETH M. WOYCHUK [NV IN C 1- = C 1 C 1 C 1 C 1 EQ EQUAL DISTANCE BOUNDARY AND APHY BY INVERT OUT = . ET - EXPANSION TRENCH1- SCH 40 LAND SURVEYING, PLLC DATED JANUARY 18, 2020. SEPTIC N = 12' I T - ORA LATERAL NATIVE BACKFILL BOT 3�, EXIS EXISTING PERFORATED L TER L PIPE DISTRIBUTION PLACE ON THE CD FFE 14.5' ----------------------------------_ ------------------------------ -- -. ----------------.------------ ---;-----------------.-----------------• -----------------• ----------------- ---------- ------------- ----- FFE - FINISHED FLOOR ELEVATION WITH 1/8" ORIFICE 24" OC G GLOW PROFILE CHAMBER TRENCH ROUND WITH GW - GROUNDWATER ELEVATION AT 12 O'CLOCK to z SNAP ON STANDS, TYP CLEANOUT PROP GRADE G D HEGE - HIGHEST EXPECTED -1/4" PVC � � PVC VALVE BOXSITE PLAN L ----- ---E1. 72 ------------------- -- --- ------------ ------ ----------------------- --------------------------------------------------------• ------ -- �� ------- -------------- - - -- - T GROUNDWATER ELEVATION _ ______ ____ _ PROP E w 10 6" DI SLEEVE : _ EL 4.5 1' _ SOLID LATERAL PIPE �i r 1 - EXIST GRADE • THROUGH WALL IE-32 HOR HORIZONTAL MAX [E - INVERT ELEVATION C-1 C-1 5 --- - - - -- - - INV INVERT FROM OWTS ---- � ------ - ----- --- -------- ------- ------ -- ' - - - - DISCHARGE - --- HEGE 1.2' LF - LINEAL FEET ,,, W SWEEP 90 WITH W MAX - MAXIMUM _ THREADED END CAP IE 6.44' MIN - MINIMUM UNDISTURBED SOIL N m SEE NOTE 14 Q SEE NOTE 9 & 16 0 10 20 30 40 50 60 70 80 90 100 z 110 120 130 140 OC - ON CENTER (CONTRACTOR SHALL TAKE OWTS - ONSITE WASTEWATER = END CAPS, TYP �r 46.OLF 1-1/4" SCH 40 2 BOT 32 PRECAUTIONS NOT TO ; d PVC PIPE HEADER iv TREATMENT SYSTEM COMPACT BOTTOM OF TRENCH WE39.6LF (2LF 4" CI PIPE + SEE NOTE 13 C-1 C-2 POC - POINT OF CONNECTION DURING EXCAVATION) 22' MIN 1/8 LATERAL DRAIN ORIFICE PROP - PROPOSED REMOVE CLAYEY SAND AT 6 0 CLOCK SEE NOTE 15. 37.6LF 4" PVC PIPE D3034 PT - PERCOLATION TEST AND REPLACE WITH Co SDR 35) Q S=0.0208 MIN ASTM C33 SAND N SEPTIC PROFILE 7 TYP - TYPICAL TW - TOP OF WALL MEDUM SAND SP - cmwl N cc-, UNO - UNLESS NOTED OTHERWISE = 10DRAINFIELD PROFILEN g VERT - VERTICAL NTS C-1 C-1 SCDH APPROVAL c7 o 0 U \ cr) 435 3' HORIZONTAL TO ASTM C33 SAND GRADATION NARTROJW L0 �\` 1' VERTICAL MAX 1 % GRADE BREAK \� ORIF PERCENT PASSING RI` ER z SEPTIC ENVELOPE \` w ` #4 95 - 100 #8 80 - 100 10, 1116 50 - 85 ROAD U') � �` #30 25 - 60 a , PROP FENCE ,' ; `� : #50 5.0 - 30.0 #100 < 10 do #200 < 5 of 10, ' ELEC, AIR AND COMM / TO OWTS AND PB / " ` ` `` HAMLET OF CAST IN PLACE 4 ' a6��' , o� � � \`�\ ORIENT Q CONCRETE RETAINING `, SANITARY WELL SEAL z WALLIflo/ ` ` ` MINIMUM 12" ABOVE TW 7'2' of `� �� , 3 GRADE OR 24" ABOVE PITLESS CASE TOWN OF BW 4.1'- / \` ' , 4 ` FLOOD LEVEL 4 6 ELECTRICAL SUPPLY SOUTHOLD - ` 'S• 3' DIAM CONCRETE .; C-2 C-1 C-2 C-1 . � COLLAR SLOPE TO EXISTING GROUND N / `\ ���� I DRAIN AWAY 0 Prepared By: CONTROL PANEL ��_: ��� ` .-�`i - cn ------- - --- ------- z •� WELL CASING BLACK OR PROP ABOVE GROUND GALV STEEL CASING MEETING PROPANE TANK NSF AND ASTM REQUIREMENTS - O*yl , � S , _ P[TLESS ADAPTER " CERTIFIED BY NSF WELL LATERAL TO BE TYPE "K" COPPER OR ,•,� � ��d�, - 1-1/4 X Ill REDUCER CHECK VALVE HIGH DENSITY PLASTIC - ASTM RATED TO 160 PSI w AND NYS APPROVED FOR POTABLE WATER • 1 LATERAL GROUNDWATER _� TF Engineering, PLLC o " TRANSPORT = CEMENT GROUT P.O. BOX 596 c ELEC TO OWTS PIPER ' 9 5� SAG c'n •" .6' DIAMETER r,. • CHECK VALVE HARBO , 1 9 3 3NYi6 F- C-3 PROPOSED SPIRAL C SP C3` 4° CA SING' ' ;•• TAIRCASE TO BE ABANDONED - FROM WATER BEARING W FORMATION IN ACCORDANCE WITH D w CC . . 5 X 6 STAIRCASE C OWTSSUFFOLK COUNTY �.`�.``. 0 SCDH STANDARDS = z pF o . •T OWTS HEALTH STANDARDS w —' CREEN STAt SS STEEL 1-1/4 TEE ``' S PRIVATE WELL DETAIL 7 -1/4 HEADER PRIVATE WELL 3 o o �,� 1-1/4 BEND NTS C-1 C-2 9 2 7 3 FE'SSt011A =i HEADER 2 NTS C-1 C-2 SEPTIC CONFIGURATION 1 V W Ll_11 SCALE= 1" = 10' C X 0 m U OWNER: ABBY TANNENBAUM SCALE: PER PLAN JOB NUMBER: 20-014 CONCRETE RETAINING WALL DETAIL CONCRETE COMPRESSIVE STENGTH 3,000 PSI STEEL YIELD STRENGTH 60,000 PSI DESIGN CODE' ACI 318-11 NOT TO SCALE 6" 8" TOP OF WALL ,ELEVATION APPROVED BACKFILL 4 2/2/21 REV. WELL LOCATION (2) #5 CONT AT TOP ELEVATION 7.2 �N FINISHED GRADE 3 12/22/2 REV. WELL LOCATION _ _ 2 9/30/20 REV. PER NOI J 1 95 012" O.C. HORIZONTAL ��� IIIUill�lli = LIFTING LUGS SHALL 1 $ 20 REV. PER EN-CONSULTANTS a CONTONTINUOUS EXISTING SOtL y'%�///� Illli�lll 11=11111=1111 NOT BE USED FOR ° TO REMAIN UPLIFT RESTRAINT NO. DATE DESCRIPTION " 1-1/2" CLEAR #5 Q 12 VERTICAL SPACE GALVANIZED D-RING /�� POLYESTER STRAP DRAWN BY: DWR, JXH, EDZ OR SHACKLE WITH EYELETS (2 PLACES) "' (2 PLACES) WATERPROOFED DESIGNED BY: DWR GALVANIZED TURN �� CHECKED BY: DWR, JXH, KMS, EDZ ° BUCKLE (2 PLACES) , N ,- a� Y ♦ DATE: JULY 31, 2020 ui BOTTOM OF WALL \' ELEVATION 4.1' *4 REBAR (2 PLACES) TREATMENT TANK 1 " PRECAST CONCRETE SCTM# 1000-26-3-10 ° DRILL O HOLE TO ACCEPT DEADMAN (2 PLACES) ,. GALVANIZED 3/4" EYE BOLT WITH FLAT WASHER TOP ? 2" X 2" KEY AND BOTTOM (4 PLACES) � a (3) #5 TOP & BOTTOM NOTES- 1. POLYESTER STRAPS SHALL HAVE A BREAKING STRENGTH OF 2" CLEAR SPACE 10,000 LBS MIN. ALL HARDWARE SHALL BE HOT DIP GALVANIZED AND OF EQUAL CAPACITY. a 2. PRECAST CONCRETE DEADMAN BY DIAMOND PRECAST OR EQUAL- 18" WIDE X 8" HIGH X 96" LONG. NOTES a' N CONCRETE DEADMAN 5 SEPTIC 1. NO CONCRETE SHALL BE POURED • a. o BELOW GROUNDWATER TABLE NTS C-2 C-2 2. WALL FOOTING TO BE PLACED ON LEVEL 3" CLEAR SPACE SITE P AND CAN BE STEPPED WHILE MAINTAINING 30 COMPACTED SUBGRADE MINIMUM COVER REQUIREMENTS. Q RETAINING WALL 4 0 N NTS C 0o Cmw2N 0 N N N Town Hall John M.Bredemeyer III,P at 53095 Route 25 Michael J.Domino,Vice-President 't,�' ��0 P.O. Box 1 179 James F.King,Trustee J Southold,New York 11971-0959 Dave Bergen,Trustee q sn Telephone (631) 765-1892 Charles J.Sanders,Trustee d Fax (631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DR 10 LETTER OF REQUEST FOR AN AMENDMENT FEB 9 2021 DATE February 8,2021 Southold Town Board of Trustees OWNER Abby Tannenbaum PHONE 516-987-6457 15 Sheridan Square, Apt. 1G ADDRESS New York,NY 10014 AGENT En-Consultants PHONE 631-283-6360 ADDRESS 1319 North Sea Road,Southampton,NY 11968 PROPERTY LOCATION 435 Narrow River Road,Orient TAX MAP NO. 1000-26-3-10 I/We En-Consultants for Abby Tannenbaum request an Amendment to Permit# 9764 to reflect revised locations of proposed UA sanitary system and private drinking water well,based on corrected location of existing drinking water well on northerly adjacent property and locations of proposed sanitary system and drinking water well on southerly adjacent property,pursuant to site plan prepared by TF Engineering.PLLC, last dated February 2,2021. Signed By: Robert E.Hemnann,Coastal Management Specialist Py,-" EN-CONSULTANTS February 8, 2021 Glenn Goldsmith, Chairman Board of Trustees D O Town of Southold P.O. Box 1179 Southold,NY 11971 FEB _ 9 2021 Re: Abby Tannenbaum,Wetlands Permit No. 9764 Southold Town Board of Trustees Dear Mr. Goldsmith: Subsequent to the Board's issuance of the above referenced permit authorizing reconstruction of the subject dwelling and construction of a new dwelling with UA sanitary system and drinking water well, it was brought to our attention that the approved site plan did not accurately depict the location of the existing drinking water well on the adjacent property to the north. We've also been informed of the locations of a proposed sanitary system and well on the adjacent vacant land to the south, as indicated on a site plan associated with a recent decision of the Suffolk County Department of Health Services' Board of Review. As a result of this additional information, the site plan associated with the subject permit has been revised to 1) reflect the corrected location of the well to the north; 2) indicate the locations of the proposed sanitary system and well to the south; and 3) modify the locations of the permittee's proposed UA sanitary system and well. Specifically, the permittee's proposed well has been moved from the south to the north end of the subject property; and the leaching field associated with the proposed UA system has been rotated and moved slightly closer to the road. I am therefore writing to request that the Wetlands Permit be administratively amended pursuant to the updated site plan, prepared by TF Engineering, PLLC, last dated February 2, 2021, three (3) copies of which are attached hereto, along with a check for $50 payable to the Board of Trustees If you have any questions concerning the revisions or require additional information in support of our request, please let me know. Resp tfully yours, Robert F.Herrmann Coastal Management Specialist Enclosures 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 1 f 631.283 6136 www.enconsu[tants.com environmental consulting Cantrell, Elizabeth From: Carolyn McLaughlin <carolynmclaughlin111@gmail.com> Sent: Wednesday, February 10, 2021 10:32 AM To: Cantrell, Elizabeth Subject: 435 Narrow River Road Orient i i it i „`i. r. / �.✓.; /.. ,. r, ,. i � i h/� / � i%iii i�� / �/„ .i<U .�. ///% <,: �/ i ,i is /. / i v, ... ,.. � ✓i /� i�/ /v� �� .,i i� �,,,./� /�/lir ,.: � ,,,,; / i i. ,, ..> ,,, �r, � /. ., � ✓i,�/ �.,,�., / ,.�. ,,i, � ,.�..,.�/ i...i � ., � � i../ �`i /... �l„� li. ii 1. �fi ,,.✓. / / iii � r /. / ...,, /.../, i,. _,/ .r9 ✓ ii / � .i ..i i ,� � /iii.., / .�.. /ri /. ., i i� �., i, ✓_ � / i� o �i / � /✓/.., �� „/ /�i �. U- /Ii ..,.. ..i.. r.,, i.. � ✓/ a ,� i � ,// I /� � t � ✓I / ,i.,,</ ,, � ,, it ,, � „�� / f �,. a �// ✓�. /, / //r i //✓./ ,. C ..i�, i/, /.i. /.. /..//...i.. / ,/i.. ./ r, .../. i i i.G it ..,. �� i� ,i .../., ., i ...../. 1,i.. / ✓.a , ,,.. i... ,. ,,.r ,,� ,. i i i i i We are submitting the attached letter in reference to permit#9764 in order to clarify the location of our well and cess pools. Thank you. Carolyn and James McLaughlin Carolyn McLaughlin ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. FE B 2021 2 Carolyn & James McLaughlin 111 Pennsylvania Ave Yonkers, NY 10707 February 8, 2021 Town of Southold Board of Trustees RE 435 Narrow River Road, Orient r i Whom,lt May Concern, %/15/0 SA, r - l�/�//���/�/�fi�i� / „ i AS"the'oiivhers'of 515 Narrow River Road, Orient, we are writing with respect to a Town Wetlands Permit that was recently issued to our southerly adjacent neighbor, Abby Tannenbaum, authorizing demolition of the existing dwelling and construction of a new dwelling. /subsequent to the public hearing held by the Board of Trustees, which we attended We notified our"neighbor that we came to realize that the location of the mg water well on our property was incorrectly depicted onthe site plan submitted �//%oto the Board We`have since been advised that Ms. Tannenbaum's site plan has been � irevlsedrto reflectthe,correct location of our well and to modify the locations of her /��,���/� rgposed�/sanitary system and Iwell. We also understand that Ms. Tannenbaum will be � �' submittln an a hcation to the Board of Trustees to amend her permit to reflect these advise the Trustees that we have been presented with. � V r'�r,1 �i/1Rlpivj�l/1!%�FrA�i,%%%?�'J/�i�ii/��j��/�'✓�'�/%oll'�ir /i/!�„ „r�,,,,, ,, by T En Ineerin r PLLG last dated reared, F g g Trlr/ii ;,/// r/,, o r/ ',� the ; Ite,plan does r��?w` cc�lfa#, Ii' iepict / � 4 / rii/,o r %/ /,o ✓ / �//�i/iii/Or/�/ �� r%�/J �. ,,.,,.,," r/ ,H J, 1%� �,✓.i ///0� V� ,�I�/, i � i r /r�I�`r/I�r/%.�///�� �/J E%/ ... ,i",�';,.%,.., e� I ti r irr /,�,✓,h, f//jr, ,��.Gtr;�rllrli�,�/�// //�,��i�/�j/�,�//r / % / i/ r ,...:1 �L,� � w.,.. c „r� a��.1{,J, ,,,.i��ll���Ji,�%�////i�/�jf����r a✓nr/ i/lr �//i r/i //r/ err,„� �.�,r,. ,r',r „_ ,�i/>y f���l�/�I�� ✓�/�%��rj/rid/e///,�/ f0 r//� / / / / „�, (, I r f�f✓ //�/�/��� 11 r%/�rr1��.rr,,r%�,�u� rr �r� li�/��.f/r>�/.,!y�. ,�J� i �k rid � ,�, ,qo,,,,,, '. /.� �i� /✓„ ,�„ ,. i / r„/�//i /Grp„ /�/ „i ' ;,,.,, fir, �.�(J���/!9�/���,���i//��/�i��11�a�,/r��,,, ,/u i�%/r /i/./�r;�,, u. �<���,U,rr,,, r/cr„ l,�,1�!i��� �..., ,,r ✓,�G,,,,,.,,,,,. ;,,:,; Glenn Goldsmith,President �QF S�Ury Town Hall Annex Michael J.Domino,Vice-President ,`O� ��� 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III _ l�[ Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams '0 �� Fax(631)765-6641 cDUIVT`I,� 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 WOUftS_'PRIOR TdCOMMENCEMENT OF THE ACTIVITIES CHECKEb'OFF -BELOW INSPECTION SCHEDULE - Pre=construction,"fay b6le1[h6 silt boom/$ilt cdrtain 1St day of construction % ,constructed x When project complete, call for compliance inspection; R AR flo, • U "MIZ Oil WA�' BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 9764 DATE: NOVEMBER 18,2020 `'"/ ISSUED TO: ABBY TANNENBAUM PROPERTY ADDRESS: 435 NARROW RIVER ROAD,ORIENT SCTM# 1000-26-3-10 F AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 18, 2020, and in consideration of application fee in the sum of$250.00 paid by Abby Tannenbaum and subject to the f,— RI Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits I the following: Wetland Permit to remove existing one-story dwelling,detached garage,concrete foundation,and all related structures; construct a new±2,516sq.ft.,one-story,single-family dwelling on piling foundation with attached 51 diameter spiral staircase to grade;±623sq.ft.elevated deck; and 428sq.ft.lower deck a with 7.7'x-±131 steps; remove existing cesspool,install new 1//A sanitary system,and construct 51x6' steps k to access elevated OWTS to be raised with±31 high(max.)concrete retaining wall and approximately 84 cubic yards of clean sandy fill to be trucked in from an approved upland source; remove existing well and install new drinking water well; install stormwater drainage system; install pervious crushed shell driveway with edging; and maintain all non-structural surface area of property as an approximately 12,488sq.ft. non-turf buffer; and as depicted on the site plan prepared by TF Engineering,PLLC,last dated September 30,2020,and stamped approved on November 18,2020. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the 18'h day of November,2020. ej ILI TERMS AND CONDITIONS The Permittee,Abby Tannenbaum, residing at 435 Narrow River Road, Orient,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President �QF SUT Town Hall Annex Michael J.Domino ,`O� y�lO 54375 Route 25 ,_� P.O.Box 1179 John M.Bredemeyer IIIc[ Southold;New York 11971 A.Nicholas Krupski G Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 Irou BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 24, 2020 Robert E. Herrmann En-Consultants 1319 North Sea Road -Southampton, NY •11968 RE: ABBY TANNENBAUM 436 NARROW RIVER ROAD, ORIENT SCTM# 1000-26-3-10 Dear Mr. Herrmann: The-Board of Town Trustees took the following action during its'regular meeting held on Wednesday, November 1,8, 2020 regarding the above matter: WHEREAS, En-Consultants on behalf of ABBY TANNENBAUM applied to the Southold Town Trustees for,a permit under the provisions,of•Chapter_.275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold,-application dated August 11, 2020, and, WHEREAS; said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on November 18, 2020, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question.and the surrounding area, and, 2 WHEREAS, the Board has considered all.the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as_proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and,- RESOLVED, that the Board of Trustees approve the application of ABBY TANNENBAUM to remove existing one-story dwelling, detached garage, concrete foundation, and all related structures;-construct a new±2,516sq.ft., one-story, single- family dwelling on piling foundation with attached 5' diameter spiral staircase to grade; ±623sq.ft. elevated deck; and 428sq.ft. lower deck with 7.7'x±13' steps; remove existing cesspool, install new I//A sanitary system, and construct 5'x6' steps to access elevated OWTS to be raised with ±3' high (max.) concrete retaining wall and approximately 84 cubic yards of clean sandy fill to be truckedin from an approved upland source; remove existing well-and install new drinking water,Wdll;'install s#ormwater drainage system;," install pervious crushed shell driveway with edging; and maintain all rvon-structural surface area of property as an approximately.12,"488sq.ft. non-turf buffer; and as depicted on the site plan prepared'by TF Engineering, PL LQ,-last dated September 30, 2020, and stamped approved on November 18, 2020. ,Permit to construct and complete project will expire two years from the-date the permit is signed._ Fees must be paid, if applicable, and permit issued within six months of the_ date of this notification. Inspections are required at a fee of$50.00-per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, resident, oard of Trustees GG/dd SCUM 90FFLE FUJI CLEAN TREATMENT , 0.6 BROWN SANDY LOAM (OL) o BABIS AND JOSEPHINE NINA ESH00 JOHN CARTER RECIRCULATION AIR LIFT PUMP 1 SEDIMENTATION CHAMBER o KRASANAKIS �„� �s SCTM#1000-26-3-3 cn RUTH & EUGENE OLIVA ELEVATION 3.7 SCTM#1000-26-3-4 SCTM#1000-26-3-8 2 ANAEROBIC FILTRATION CHAMBER SCTM#1000-26-3-2 1 Qs 345 DOUGLAS ROAD N 3.03 2.62 2.24 J o oo, 235 DOUGLAS ROAD a, �, 615 NARROW RIVER ROAD P� 455 DOUGLAS ROAD oG IMPROVED cr o Q�p 3 AEROBIC CONTACT FILTRATION CHAMBER IMPROVED \ C-1 C-2 o IMPROVED c„ o IMPROVED BROWN <y �y (PRIVATE WELL) o (PRIVATE WELL) Z o (PRIVATE WELL) Qti4 STORAGE CHAMBER "' (PRIVATE WELL) J' F r �, WELL 150+ FROM � -i* p`l� EXIST WELL cn LOAMY SAND 435 SM r- z / PROP I/A SANITARY SYSTEM �'090� EL 2.6 DRAINFIELD Goy o PROPERTY � m �QQQ� TO REMAIN M 3 GW EL 1.2' 1-9 C) �4Ssp UO�TO�,, �� EXISTING �, EXIST SEPTIC o o rn Op\61� FROM `* ` , U SEE NOTE 11 NARROW OC4s F(� o� CESSPOOL TO _A TO REMAIN N 7D � ego DWELLING` 4 O TO DRAINFIELD 0.6 CLAYEY SAND (SC) c, R�qp F��,' ` BE REMOVED v r�' o FLOW OPENING TYP 70 7FC6 0 1S Z6F0, J ,�'�,',� PER SCDH L.P. v' �' RIVER s 3��,, �. ,� �� STANDARDS o _ BOARD TYPE C111 ooGo ,-OAF �. ���' `�\ o O EFFLUENT AIR - MEDIUM qS << ' ,' �' V o INLET BAFFLE 2 4 LIFT PUMP CONTACT MEDIA ROAD 4 "' SAND SP M �Oq � ' '� RECIRCULATION SY 1/2" AIR INTAKE Lq ASSEMBLY z STF 000 \ r RECIRCULATION PIPE FLOW BAFFLE 'y T �. EXIST ELL 20 10 0 20 40 FLOW OPENING (TYP) w (q 0 p c, , 65.31 (CLEANING OPENING) Ss pOUSFpT�c .o�1 - o TO REM IN OWTS PLAN VIEW W Lscale 1" = 20 feet HAMLET F cn Oq� C� °� , r cV : :.j A , -'' 3 AEROBIC MEDIA O - r 5 LEGEND CD TEST HOLE INFORMATION ORIENT CM) �� r r ,�' r ,` .> :DIAMETER BY K. WOYCHUCK LS 1/15/20 fl' PROPOSED _ `� SEE NOTE 11 SEE NOTE 12 AERATION ASSEMBLY HIGHEST EXPECTED GROUNDWATER EL 2.8 . .. ,� 1 -r �; .4 w PROPOSED 3.1 FT _ /.' 7 SPIRAL • `� A/C- AIR CONDITIONING PIP E F(MAX) HIGH CONCRETE S ,� ";:::.4L- STAIRCASE BW _ BOTTOM OF WALL OWTS ED SECTION VIEW ELEVATION 1.2' TEST HOLE. �\ o, o� , :.:::;;:;•:. ,} �s CO CLEANOUT TOV�►Tl�T OF o.3'v RETAINING WALL is , , r SEE NOTE �' CI - CAST IRON I" _ / o o . DISRIBUTION BOX p� STORM DRAINAGE CHAMBERS DB SOUTHOLD JEAN E MARKLE ♦ / x y u �F ►+ ,� BENEATH DECK �` DW - DRYWELL 1/2 PRESSURE TREATED Q JOHN WEDGE o, a, 06,, 5 X 6 STAIRS > '`:::;' .: ... - � ; _ CUT POST AT AN ANGLE z SCTM#1000-26-3-1 �� c� / ;� L' - SEE CALCULATIONS BELOW DI DUCTILE IRON t MOUNTING BOARDS s >; TO OWTS _ ;. =• 1 WL , TO ALLOW WATER TO ti \ '. . ' _ TRENCH TDISTRIBUTION NC � QAD G D AR OR R c� P>r' r B 15 HARBOR - ��:- - Prepared ed 5 :.. FUJI CLEAN NEMA 4X • � EL 3.5 _:.:.:;' :. � �: ' '>' ::;`;;: ;::.: :>:� ' ':'': '; �'::::::.:;:.. �.; ~,,� � .. ,� = RUN OFF p Y "' VACANT ° �� :::::•:::•::::::::::::::::::::::::::. EL - ELEVATION d :;` :: ::;\:::;:;•;:::::;:;:•::;;•:::;::;;:;::;;::::::>:>;:. .. CONTROL PANEL F .. CAROLYN & JAMES _ ,,,;,;i L,,.!�,,1., ;1 _ rW �, EQ EQUAL D ORENCO NEMA 4X • EXISTING CONCRETE '::; : ...::::.::: : PROP 1-STORY SINGLE ,k t MCLAUGHLIN d^ ;::•::•::•:: w ET - EXPANSION TRENCH ELEC SERVICE o AND 0� _?;.:::: ......!:.::•.:i.`;' FAMILY DWELLING :r' ° SCTM#1000-26-3-9 CONTROL PANEL C> -FOUNDATION 9 ;� p ©..... :......::.::.-:• .,. .. .. v , TO AIR PUMP i ! ^ ;: :::::.:•::;::•::-:::::•:::::•.:.;•:. �.:�:;::'::? ON PILES EXIST - EXISTING o N FRAME BUILDING TO 6 'S`L' �� ,4::::::::: ': :FFE 14.5' r 515 NARROW RIVER ROAD _ ELEC SERVICE ��� � �..: �o � FFE FINISHED FLOOR ELEVATION _ AIR PRESSURE C> BE REMOVED o IMPROVED 1 �o- o _ TO PUMP BASIN C\j 'y :::::::::::::::. - W GROUNDWATER ELEVATION �► O ALARM TUBE N 0 0° ^� s:............... A (PRIVATE WELL) ,y j:::: ::•:: ;`�:;;�::�: ;;:::::::;::; >.;;�:;:..� .::.:.: ^,. ./ t o HEGE - HIGHEST EXPECTED N r'O, c O +i4 1 �ti' 66+': .` ,. CONCRETE UTILITY :; `;; / v � `, S CONTROL WIRING TO cn ° °' o Off' `�� ;t '�'S GROUNDWATER ELEVATION 3 ?.`:ENCLOSURE :... � -�. Z TREATMENT TANK y *� :: :, BENEATH DWELLING ';'/ kph ` :, � `° STAIRS TO DECK HOR - HORIZONTAL TF Engineering, PLLC Lu ... .. % Q o� M" ��� IE - INVERT ELEVATION _ PRESSURE TREATED P O BOX 6 ^ 4 :�o'; : ::': / J �' '' ` ` WEATHER RESISTANT 4X4 POSTS 59 in P.O. EXIST WELL co s� `` `: ; 1 ���`' v� �O PROP UNDERGROUND INV - INVERT ENCLOSURE SUPPLIED SAG HARBOR, NY 11963 � �i �� LF - LINEAL FEET QUICK DISCONNECT � 15p 00' TO REMAIN - 'h R { �� � y tv`� ELEC SERVICE BY MANUFACTURER cn Sys TO �`/ '' MAX - MAXIMUM �- TEM (zZ5 SEPTIC Q TIE DOWN STRAP MIDWEST P065P HgR80 PIPE °' o.. o� o MIN - MINIMUM OWTS SECTION VIEW TIE DOWN STRAP w R ROgp� E 2 " y�o�o� �. �� cn co "_°,`' OC - ON CENTER (TWO LOCATIONS) MAC 80R AIR o C> �-- �` '��' � �� v a� OWTS - ONSITE WASTEWATER BLOWER ^� 99 0 EL 3. PIPE TREATMENT SYSTEM 8 CATHERINE DIPANE PNEUMATIC HOSE NE i SCTM#1000-26-3-12 EL 3 7 -H TEST * m �� r EL 3.2 POC - POINT OF CONNECTION C-1 C-1 TO DOSING PUMP J-� w EXIST WELL HOLE =L : :� = PROP - PROPOSED 4 THICK PRECAST ELEC SUPPLY \ F- 275 HARBOR ROAD , : ; _ �� U•P. TREATMENT TANK 3 CONTROL LINES TO CONCRETE PAD FROM DWELLING �PJ - w IMPROVED /TO BE ABANDONED Z�VE AE(EL _ :' DRIVEWAY WITH METAL EDGING rn PT - PERCOLATION TEST TREATMENT TANK � C) � ' �` i N f DESIGNATED CONSTRUCTION ACCESS TYP_ TYPICAL NTS C-1 C-1 4 EXIST DWELLING r ,� n _ . : ,,� TW TOP OF WALL CONTROL PANEL I: ,II AND APPURTENANCES r �� o O ;;CL 3.0 UNO - UNLESS NOTED OTHERWISE 4 =t° 0 0- = ':a; ... NTS C-2 C o927130 w END PLUG /�0 BE REMOVED h`L VERT - VERTICAL FUJI CLEAN CONTROL ��'0R / o ..... o N l /) /� x FESSIo �V L� ��/ _ EL 2. r,� p`aA P " MAIN ELECTRICAL PANEL PANEL MODEL A h �n O c'n HDPE LANDSCAPE 12,488 Sr % °� ::: ::'` . j AIR BLOWER NOTES: 14. PROVIDE A RESIDUAL HEAD OF 5' AT THE END OF EACH .......... ~ / '" ' CBA 1 CB 1 4 1. OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO LATERAL. CONTRACTOR SHALL DO A SQUIRT TEST TO (DOCUMENT BOX NON-STRUCTURAL Q`:: __ ______ __ r PROP WATER :' ARRIVING ON SITE USING A METHOD APPROVED BY THE THIS REQUIREMENT IS MET. SURFACE ARE TO / ��i; . EXIST ASPHALT CONCRETE o SUPPLY LINE* ♦ MANUFACTURER. 15. EVERY FIFTH ORIFICE TO BE INSTALLED IN THE 6 O CILOCK BE MAINTAINED AS ,. PAVEMENT TO REMAIN CB B __ _� 2. THE ENGINEERING OF RECORD, A SUFFOLK COUNTY POSITION TO ALLOW THE LATERAL TO DRAIN IN BETWIEEN ., / SEE NOTE 17-:�•' NON-TURF BUFFER $::::' --� CB 2 PVC PIPE D3034 �ai�/������r ///i�/ I r .::::: : ' �::':::: I WATERREPRESENTATIVE AND A FUJICLEAN REPRESENTATIVE SHALL CYCLES. PLACE AN ORIFICE SHIELD UNDER THE PIPE AT THE PVC SEWER PIPE, TYP ) SDR 35 MILDI'd P RRY P��CI - / PROP PRIVATE WELL ® / I TO CONTROL PANED HIGH OBSERVE THE SEPTIC SYSTEM PRIOR TO BACKFILLING. LOCATION OF THE DRAIN HOLES TO PREVENT SCOURING. 3 / N/F OYSTER PONDS HISTORICALI ,1 ALARM SCTM#1000-26-3-11 j SEE NOTE 23 Q►;;;: CBC -- -� I ----------- 3 DURING 16. SOCIETY ROAD (CEMETERIES) _ A FUJI CLEAN REPRESENTATIVE WILL BE PRESENT DUR A HOUSE TRAP SHALL NOT BE INSTALLED UPSTREAM OF THE 305 NARROW RIVER ROAD j ;: : Q' C-1 C- / -� SYSTEM START UP. TREATMENT TANK. THE TREATMENT TANK SHALL VENT THROUGH PVC 300 BEND j � ..�;;;:�;�•• ` IMPROVED I r, TO SEPTIC VACANT / : / I I _ --- 4. THE OWTS INSTALLER SHALL HOLD APPROPRIATE I/AOWTS ADDITIONAL R PROJECT LIMITING ;;;;:•;:;:-• (NO WATER SERVICE) 3� WTS THE SEWER PIPE. NO VENTING IS REQUIRED. FROM ,..��� f o i TANK P FENCE AND AREA :: :: / ENDORSEMENTS FROM SUFFOLK COUNTY DEPARTMENT OF HEALTH 17. MAINTAIN A MINIMUM COVER OF 4.5 OVER THE PROPOSED WATER OWNER: ABBY TANNENBAUM �O J/ SCTM#1000-27-4-8 I i 'x DWELLING FRESHWATER WETLAND BOUNDARY OF GROUND �P AND SHALL BE AN AUTHORIZED INSTALLER. SUPPLY LINE. SCALE: PER PLAN C) _ CIRCUIT BREAKER SPECIFICATIONS I I AS DELINEATED BY DISTURBANCE y��� " � I I 5. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT 18. ALL COMMUNICATIONS & ELECTRIC LINES SHALL BE INSTALLED O° EL 2.3' ;WITHIN THE FENCE TIDAL WETLAND BOUNDARY I I I SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH. IN PVC PIPES. DIRECT BURY SHALL NOT BE ALLOWED. JOB NUMBER: 20-014 EN CONSULTANTS 11/7/19 , AS DELINEATED BY ELECTRICAL PANEL � � - +/- 16814 SF I I ORENCO VERICOM CONTROL PANEL 6. THE SURVEYOR OF RECORD SHALL PROVIDE RECORD SURVEY AS 19. THE ORENCO EQUIPMENT SHALL BE INSTALLED ACCORDING TO ADAPTOR C HOUSE 60° PVC WYE ' ......... / EN CONSULTANTS 11/7/19CI TO I I REQUIRED BY SCDH. THE INSTALLATION INSTRUCTIONS PROVIDED BY ORENCO AT THE CBA - 20 AMPS i DOSING PUMP 7. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN TIME OF DELIVERY. NON-CONFORMANCE WITH THE INSTRUCTIONS SITE PLAN 2 CB B - 20 AMPS I I PUMP - THE MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL WILL VOID THE ORENCO WARRANTIES. CBC - 10 AMPS --- -- BE PROVIDED TO SCDH. THE SERVICE CONTRACT SHALL BE FOR 20. SPLICING IS NOT ALLOWED BETWEEN THE PUMP BASIN SPLICE CLEANOUTDURAFIBER ACCESS LID 1 - �-1 FLD24G W/ RG24 SAFETY OPEN DISCHARGE PUMP TO FUJI CLEAN CONTROL i ©- ---� A MINIMUM OF 3-YEARS AND SHALL COVER INSPECTION AND BOX AND THE ORENCO CONTROL PANEL. OBTAIN GRAB SAMPLES t_---- -- L1 CONTROLS CB 4 _� MAINTENANCE OF THE DOSING PUMP AND DRAINFIELD. 21. SPLICES MUST BE PERFORMED WITH THE WATERPROOF WIRE NTS C-1 C-1 GRATE TO GRADE PANEL MODE A I 8. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF NUTS SUPPLIED BY ORENCO. USE OF OTHER WIRE NUTS WILL SPLICE BOX CB 1 - 15 AMPS CAT5 ETHERNET RJ-45 TO CONTROL PANEL THE OWTS, VOID THE ORENCO WARRANTIES FOR THE PUMP AND FLOAT PUMP BASIN ---- --------- 9. CONTRACTOR SHALL CONFIRM INVERT ELEVATION PRIOR TO SWITCHES. PROJECT NOTES DRAINFIELD PUMP DOSING MODEL PB2472 CB 2 - 15 AMPS CABLE TO MODEM -__ DISCHARGE ASSEMBLY � W CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF 22. DISCHARGE PUMP FLOAT SWITCH DIAGRAM DRAWN FOR BUILDABLE AREA: 18,492 SF (18,807 LOT AREA - 315 SF WETLANDS) HV125 W/ DRAIN HOLE RECORD OF ANY DISCREPANCIES. ILLUSTRATION PURPOSES ONLY. WIRING SHALL BE PERFORMED IN AND BALL VALVE LOT COVERAGE: PERMITTED: 3,698 SF (18,492 X 20%) NORMAL OPERATION ORENCO CONTROL PANEL I R � 10. PROVIDE DEDICATED BREAKERS IN THE MAIN DWELLING ACCORDANCE WITH THE WIRING DIAGRAM SUPPLIED AT' DELIVERY. EXISTING: 1,638 SF ON - 34 INCHES I Q' --'-� ELECTRICAL PANEL FOR THE OWTS AND PUMP BASIN. 23. THE PROPOSED PRIVATE WELL SEPARATION DISTANCE FROM THE OFF - 24 INCHES ` TO CB 3 - 20 AMPS j 11. ALL 20" RISER PAN, SAFETY GRATE, AND COVERS SHALL BE NEIGHBOR'S SEPTIC SYSTEM IS GREATER THAN THE EXISTING PROPOSED IMPROVEMENTS: DOSE VOLUME - 18.8 GALLONS FROM I DRAINFIELD CB 4 - 10 AMPS I 3 Y & B TUF-TITE RISER 20-RISP-GREEN, COVER 20-RISL FLAT,AND SEPARATION. 2 9/30/2 0 REV. PER N01# 1 1. 2 BEDROOM. 2-1/2 BATH, 1 STORY RESIDENCE (2,516.6 SF) CYCLES - 330 GPD / 18.8 GAL = 18 CYCLES PER DAY OWTS ORENCO 20° RG20 SAFETY GRATE. 24. DOMESTIC WATER TREATMENT SYSTEMS SHALL NOT BAICKFLUSH 1 _8/7/20 REV. PER EN-CONSULTANTS 2. FIRST FLOOR ELEVATION = 14.5' SEE NOTE 22 12. ALL 24" RISERS SAFETY PANS AND COVERS SHALL BE TO I/A OWTS. BACKFLUSH SHALL DISCHARGE IN SEPARATE 3. FRONT UPPER DECK (ELEV, 14.5') _ 623.46 SF FLOAT ASSEMBLY NO. DATE DESCRIPTION PERCOLATION TEST OF SAND TO BE TESTED AT MODEL MFPB Y & B TUF-TITE RISER 24-RISP-GREEN, COVER 24-RISL FLAT,AND 24 8 � X 2 DEEP PRECAST CONCRETE DRY WELL. 4. FRONT LOWER DECK (ELEV 12.5) = 428 SF BORROW LOCATION PRIOR N IMPORTING MATERIAL ORENCO RG24 SAFETY GRATE. 25. APPROXIMATELY 84 CY OF CLEAN SANDY FILL TO BE TRUCKED 5. TOTAL LOT COVERAGE = 3,568.08 SF / 19.3% TO THE SITE. ORENCO DISCHARGE PUMP CONTROL I/VI RI N G D IAG RAMMATI C 6 13. THE TRANSPORT PIPE SHALL HAVE A CONTINUOUS SLOPE TO IN FROM AN APPROVED UPLAND SOURCE TO RAISE PROPOSED DRAWN BY: DWR, JXH, EDZ 6. 16'0 DIAMETER (240 SF) CONCRETE UTILITY STRUCTURE AT GRADE PUMP MODEL PF200511 ALLOW THE PIPE TO DRAIN IN BETWEEN PUMP CYCLES. OWTS. (ELEV-+4.0'). ALL SERVICES AND UTILITIES ENTER AND EXIT THROUGH W R M Y HIGH-WATER ALARM NTS C-2 C-1 DESIGNED BY: DWR THIS STRUCTURE. LOADING RATE 3.0 G/SF (1 - 5 MIN/IN) CATEGORY 1 7. NON-STRUCTURAL AREA: 12,4188 SF TO BE MAINTAINED AS NON-TURF DRAINFIELD CALCULATION: - N B PUMP ON SITE INFORMATION CHECKED BY: DWR JXH KMS EDZ BUFFER 330 GPD / 3 G/SF = 110 SF INFILTRATOR Q4 PLUS ' 110 SF / 2.83 SF / FT = 39 LF (REQUIRED) a. . • - �. . R PUMP OFF NATIVE BACKFILL TOP SOIL SCTM# 1000-26-3-10 DRAINAGE CALCULATIONS (PLACE STORMDRAIN CHAMBERS BELOW DECK) 2 TRENCHES o 22 LF = 44 LF (PROVIDED) �� CAST-IN-PLACE CONCRETE STANDARD LOW PROFILE LOT AREA - 18,870 SF (0.43 ACRE) DATE: JULY 31, 2020 W REDUNDANT OFF , _ 18,492 SF (WITHOUT WETLANDS 18,870 SF - 315 SF) RAINFALL EVENT 3 - DEADMAN POURED PRIOR TO a \� PROP DWELLING WITH 2 BEDROOMS (220 GPD) PUMP BASIN INSTALLATION _ _ N � PROP SEPTIC SYSTEM FOR 3 BEDROOMS (330 GPD) RUNOFF COEFFICIENT 36 PENETRATE PUMP BASIN 3 ,;� m :, ROOF - 1.0 / ,� INTO DEADMAN Z a / (1) FUJI CLEAN CEN5 (500 GPD) CATEGORY 1 SCTM# 1000-26-3-10 DRIVEWAY - 1.0 APPROVED BACKFILL STORMWATER VOLUME - 2,081 SF ROOF 3"/12"/FT = 521 CF (REQUIRED) _ 34" (44 LF) DISTRIBUTION TRECH (DT) (21) CULTEC STORMDRAIN CHAMBERS 18OHD - 531 CF (PROVIDED) PUMP BASIN r5 FINISHED GRADE `° N 36" END CAP (22 LF) EXPANSION TRENCH (ET) DISPERSION LOCATED NORTH OF NARROW RIVER ROAD 403 LF WEST OF KING STREET TRENCH 2' LATERAL, TYP HAMLET OF ORIENT NTS C-1 C-1 -I�= - -- - OWTS (III-1-III1 -_ ,- LIFTING LUGS SHALL TOWN OF SOUTHOLD EXISTING SOIL ��//��-11111=11111= !1 MEI NOT BE USED FOR SUFFOLK COUNTY 3 RIM ELEV 7.2 TO REMAIN ///�\ 'III=!1111="' =111'1= UPLIFT RESTRAINT D RAI N FIELD SECTION 9 VERTICAL DATUM - NAVD 1988 _IE IN = 5.61 5.OLF 4 PVC PIPE X/�_=i ' - BOUNDARY AND TOPOGRAPHY BY FIELD SURVEY BY KENNETH M. WOYCHUK 25 C-1 C-1 IE OUT = 5.44' D3034 SDR 35 GALVANIZED D-RING % POLYESTER STRAP NTS C-1 C-1 LAND SURVEYING PLLC DATED JANUARY 18 2020. PUMP BASIN 5 9 10 '�� ' BOT - 1.2' !s 3=0.0104 MIN , 7.2' jj WITH EYELETS OR SHACKLE ---- ------------ ;----------------- ------ -------- ---- (2 PLACES) Lo --- -- --• RIM [N V5.36 C-1 C-1 - - --- - ; C-1 C-1 -;C-1 C-1 -- - :.. - ��� 20 - (2 PLACES) -�, � INVERT OUT = 5.2' DISTRIBUTION �// " PLACE ON THE SEPTIC N BOT = 1.2 OO, //\ 1-1/4 PVC SCH 40 NATIVE BACKFILL QUICK4 PLUS STANDARD 3 FFE 14.5' DECK - - - ------- -------- -------------- ----- TRENCH --- ----- ---- ---- 3• ��� PERFORATED LATERAL PIPE 0 W LOW PROFILE CHAMBER -- GROUND WITH o GALVANIZED TURN `/�� = NAP ON STANDS, TY -}---I WITH 1/8" ORIFICE 24" OC AT 12 O'CLOCK � Z S S P SITE PLAN 'V BUCKLE ( PLACE ) PVC VALVE BOX CLEANOUT PROP GRADE 3' HO '� • J ---- - --------;- - - - - 1, VE 1-1/4 PVC SCH 40 R • - 1_ Lu 1 6 DI SLEEVE IE-3.2 # TREATMENT TANK SOLID LATERAL PIPE �I _ - 1 II . EL RT THROUGH WALL MAX 4 REBAR (2 PLACES) _ u 1 l _(III tic PRECAST CONCRETE _v-v- -- Ii u r 1 ;� „ FROM OWTS _ APPROVED BY �, � � V E � - - ---------- - - -------- ------ ----- HOLE A ) -- -- -- --- - \\\ T�\\\ p`� C-1 C-1 5 - - - - - --Y- I � �� �. DRILL 1 H ACCEPT DEADMAN (2 PLACES DISCHARGE , SWEEP 90 WITH BOARD OF TRUSTEES HEGE 1.2' GALVANIZED 3/4 EYE BOLT, .\� y; GW 1.2' WITH FLAT WASHER TOP +' - THREADED END CAP TOWN OF SOUTHOLD OCT 1 3 2�i IE 6.20' - AND BOTTOM (4 PLACES) UNDISTURBED SOIL SEE NOTE 14 Q �- N SEE NOTE 9 & 16 0 10 20 30 40 50 60 70 0 90 100 110 NOTES: (CONTRACTOR SHALL TAKE END CAPS TYP DATE Z BOT 3.2' 1. POLYESTER STRAPS SHALL HAVE A BREAKING STRENGTH OF PRECAUTIONS NOT TO y N 2 � 27.2LF 1-1/4" SCH 40 _ l8 �� COMPACT BOTTOM OF TRENCH 'S Q:J Y <'tiw PVC PIPE HEADER N 10,000 LBS MIN. ALL HARDWARE SHALL BE HOT DIP GALVANIZED T B TT M %y%, � .1,�,, ., ,,y„ 1/8" LATERAL DRAIN ORIFICE r',,,"'''' `✓ ` ----------------- C-1 C-2 AND OF EQUAL CAPACITY. DURING EXCAVATION) ;, .. - 22 MIN , 31.1LF (2LF 4" CI PIPE + SEE NOTE 13 2. PRECAST CONCRETE DEADMAN BY DIAMOND PRECAST OR EQUAL: REMOVE CLAYEY SAND AT 6 O'CLOCK SEE NOTE 15. 29.1LF 4" PVC PIPE D3034 / N _J SDR 35) a S=0.0208 MIN 18" WIDE X 8" HIGH X 96" LONG. AND ASTM C33QCE SANDITH SEPTIC PROFILE 7 CAMMI " CONCRETE DEADMAN 8 MEDUM SAND SP 1 = 10 c DRAINFIELD PROFILE 10 NTS C-1 C-1 NTS C-1 C-1 SCDH APPROVAL c� o J w LLJ ,,'- �. 0 435 = GRADE BREAK � ,' �_,�� so ,'- - 0- ASTM C33 SAND GRADATION NARROW CIO �'� �` \�� SIEVE PERCENT PASSING SEPTIC ENVELOPE ��' .�' ,� �' \ �o, 0.375" 100 RIVER 0 #4 95 - 100 z ,� ,' #8 80 - 100 �, F, , 3 HORIZONTAL TO � ,'- Ile , �.' �/ 1' VERTICAL MAX #6 50 - 85 ROAD PROP FENCE `J , - �' ,�� ' p'� ,'� #50 5.0 - 30.0 I PROP ABOVE GROUND z ' ' .' PROPANE TANK #100 < 10 �' �.' �� � � p� ' •S #200 < 5 LLJ HAMLET OF ORIENT -' 4 9� C-2 C-2 i N �/ 4 6 CAST [N PLACE �I i C-2 C-1 C-2 C-1 TOWN OF C> I 17�- CONCRETE RETAINING WALL ; SOUTHOLD z TW 7',� ; % CONTROL PANEL t EXIST CESSPOOL BW 4.1' I TO BE ABANDONED I i ELEC, AIR AND COMM ' IN ACCORDANCE WITHPreparedy. �r I TO OWTS AND PB ' SCDH STANDARDS B . oc\j E' 4. 1__.- ; ELEC TO OWTS i PB O 1-1/4"::::::::::.:.::::::. X 1 REDUCER .... O w rS 1 LATERAL TF Engineering, PLL C 1-1/4 TRANSPORT 0 P.O. BOX 6 h , PIPE 59 tia , 50 DIAMETER SAG HARBOR NY 11963 PROPOSED SPIRAL �-v STAIRCASEVir r i � � ` .�: : �� � �0w i:�.......................... wc� o XSTAIRCASE FROM -� W T WT OTS -O 00 S N 0 F E W C� �i O ..::::::::::::::...... :::: : .:::::::::::::::::::::::::::::::::::. EL 3.5 a O G� . .................. ....... ... . ::>:: :;: w w � ; �.:::.:. :::::...:.:::�: ,.:::::::::::.: 1 1/4 TEE :F:4:�ii::5'5:isisi? ii:v:i?iii:iiiii;: ..� ...i4.:::_':; �::.�:::.: :.� .r".:;'i:;($:ii?F.ii:rii .....':=: C) �`. ...... .................. :::,,::., s.: .. ................................ ..,,.;i;::;�.: .:c:i.:�:�:�:�:;i? — a ::::` 1-1/4" HEADER , r� ............ ' ...'.'.' :i i 1` : ....... '>. `:l i ............. o z L, 1-1/4 BEND0927-313 G :: : 1 LL- 0SS N lel 0 FE I :. :.:: .>:.. ........... ............ HEADER 2 . ........ w NTS C-1 C-2 0 SEPTIC CONFIGURATION 1 o SCALE: 1" = 10' C-1 C-2 J w `L OWNER: ABBY TANNENBAUM CD SCALE: PER PLAN JOB NUMBER: 20-014 CONCRETE RETAINING WALL DETAIL CONCRETE COMPRESSIVE STENGTH 3,000 PSI STEEL YIELD STRENGTH 60,000 PSI DESIGN CODE: ACI 318-11 NOT TO SCALE 611 Big TOP OF WALL ELEVATION SANITARY WELL SEAL ELEVATION 7.2' MINIMUM 12" ABOVE (2) #5 CONT AT TOP GRADE OR 24" ABOVE PITLESS CASE 2 9/30/2 0 REV. PER N01# 1 FLOOD LEVEL ELECTRICAL SUPPLY #5 012" O.C. HORIZONTAL 1 8/7/20 REV. PER EN-CONSULTANTS 3' D[AM CONCRETE � CONTONTINUOUS COLLAR SLOPE TO EXISTING GROUND ° NO. DATE DESCRIPTION DRAIN AWAY #5 0 12" VERTICAL SPACE CLEAR SPACE DRAWN BY: DWR, JXH, EDZ WELL CASING BLACK GALV STEEL CASING MEETING ' WATERPROOFED DESIGNED BY: DWR NSF AND ASTM REQUIREMENTSto < CHECKED BY: DWR, JXH, KMS, EDZ PITLESS ADAPTER CERTIFIED BY NSF WELL LATERAL TO BE TYPE "K" COPPER OR CHECK VALVE HIGH DENSITY PLASTIC - ASTM RATED TO 160 PSI DATE: JULY 31, 2020 GROUNDWATER V. AND NYS APPROVED FOR POTABLE WATER BOTTOM OF WALL CEMENT GROUT ELEVATION 4.1 Z ° SCTM# 1000-26-3-10 CHECK VALVE 0 4" CASING AND YIELD WATER BEARING IN ACCORDANCE WITH a 2" X 2" KEY FORMATION SUFFOLK COUNTY - z HEALTH STANDARDS N ° (3) #5 TOP & BOTTOM STAINLESS STEEL 2" CLEAR SPACE SCREEN PRIVATE WELL DETAIL ° Y PRIVATE WELL 3 NOTES CNJ NTS C-1 C-2 1. NO CONCRETE SHALL BE POURED SEPTIC o BELOW GROUNDWATER TABLE -.14 A N SITE PL-A-N. 2. WALL FOOTING TO BE PLACED ON LEVEL 3 CLEAR SPACE �- GROUND AND CAN BE STEPPED WHILE MAINTAINING 30" COMPACTED SUBGRADE w MINIMUM COVER REQUIREMENTS. ______-- �`ry � '-- f DD OCT 1 3 2020 RETAINING WALL 4 -- 71 o • `S' NTS C-2 C-2 0 N O N O AM M 11FFO�C Glenn Goldsmith,' dentf NQS '�l'Q Town Hall Annex Michael J. Domino sy},�� y`<<, 54375 Route 25 John M. Bredemeyer III } P.O.Box 1179 A.Nicholas Krupski ' . �yf Southold,NY 11971 Greg Williams �j�`J }+ Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time �d-; f Completed in field by: En-Consultants on behalf of ABBY TANNENBAUM requests a Wetland Permit to remove existing one-story dwelling, detached garage, concrete foundation, and all related structures; construct a new ±2,516sq.ft., one-story, single-family dwelling on piling foundation with attached 5' diameter spiral staircase to grade; ±623sq.ft. elevated deck; and 428sq.ft. lower deck with 7.7'x±13' steps; remove existing cesspool, install new IHA sanitary system, and construct 5'x6' steps to access elevated OWTS to be raised with ±3' high (max.) concrete retaining wall and approximately 84 cubic yards of clean sandy fill to be trucked in from an approved upland source; remove existing well and install new drinking water well; install stormwater drainage system; install pervious crushed shell driveway with edging; and maintain all non-structural surface area of property as an approximately 12,488sq.ft. non- turf bufl:er. Located: 435 Narrow River Road, Orient. SCTM# 1000-26-3-10 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=� Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet — 4. Septic Tank: 75 feet — 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet — TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: -Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: ' J. Bredemeyer 00m. Domino �' G. Goldsmith N. Krupski G. Williams Other R � bby Tannenbaum 35 Narrow River Road,orient M#: IdR©-26-3-14 11/10/20 PWP - il ' • _ _ �'. .:ire � -i�.. '�.... _ - _- __ .� _z `r. SCUM BAFFLE 7.90' FUJI CLEAN TREATMENT BABIS AND JOSEPHINE NINA ESH00 0.6' BROWN SANDY LOAM (OL) � JOHN CARTER RUTH & EUGENE OLIVA RECIRCULATION AIR LIFT PUMP 1 SEDIMENTATION CHAMBER C? KRASANAKIS � �s SCTM#1000-26-3-3 cn ELEVATION 3.7 SCTM#1000-26-3-2 Qs Q -� SCTM#1000-26-3-4 SCTM#1000-26-3-8 2 ANAEROBIC FILTRATION CHAMBER J 1 0 00, 345 DOUGLAS ROAD 235 DOUGLAS ROAD p\ 3.03 2.62 2.24 455 DOUGLAS ROAD o �, rn 615 NARROW RIVER ROAD pP IMPROVED C-1 C-2 G6-' �o IMPROVED o IMPROVED �, o IMPROVED �`� 3 AEROBIC CONTACT FILTRATION CHAMBER BROWN (PRIVATE WELL) \� ,9� �y� (PRIVATE WELL) o (PRIVATE WELL) v o (PRIVATE WELL) QtiJ�" n; LOAMY SAND K? z WELL 150 FROM = __4 EXIST WELL 4 STORAGE CHAMBER 435 /' PROP l:/A SANITARY SYSTEM o90/ EL 2.6 DRAINFIELD Goy o PROPERTY �P��o TO REMAIN - 3 SM o (4SSOSOTO EXISTING -A �' % \6�� GW EL 1.2' SEE NOTE 11 NARROW rUS'4SlyF:� ti CESSPOOL TO u' �' EXIST SEPTIC o00 � hooFROM 4 TO DRAINFIELD I RO \ �o , Ao TO REMAIN c �' DWELLING 0.6' CLAYEY SAND (SC) , BE REMOVED c> 5 - - FLOW OPENING, TYP ;r, o �S3 I�6�0, l �.'�.',� PER SCDH L.P. u' n o 00 SSS 12. �� ,' �� STANDARDS �o u, _ RIVER Q__ OO cars l' ' ` 9 O 4 CONTACTMEDIA 15, U , ' \ V o [FT PUMPAIR 0- INLET BAFFLE � a MEDIUM SAND SP ROAD RECIRCULAc� YS !00, O �, , , , ASSEMBLY TION � S l 7 / \ ���� � �� �'� RECIRCULATION PIPE w FM�gTO o``' G�� �� i 65. EXIST ELL 20 10 0 20 40 FLOW OPENING (TYP) FLOW BAFFLE 1/2 AIR INTAKE U; SOO SF'°TO ° .�� ° ,' i � s 31 TO REM IN (CLEANING OPENING) Q U0�4 t ,o , ® N 9,�,t _ OWTS PLAN VIEW s o P1, , .. '" L scale 1 - 20 feet Lu o R4�J - . --___ r'"i 3� 3 3 AEROBIC MEDIA HAMLET OF co �e t 5'� 65• TEST ORIENT ` BY K. WOYCHUOCKELSINFORMATION O 17r, `0�o %� : . J , : DIAMETER �\ LEGEND �; �, x PROPOSED SEE NOTE 11 SEE NOTE 12 ' EL 2.8 � .�- �,�., ,j AERATION ASSEMBLY HIGHEST EXPECTED GROUNDWATER w PROPOSED 3.1 FT - i, ,_. SPIRAL �� A/C- AIR CONDITIONING PIP E s } STAIRCASES . +A BW - BOTTOM OF WALL OWTS ED SECTION VIEW ELEVATION 1.2 TEST HOLE. (MAX) HIGH CONCRETE S0, s m< Ory p S CO - CLEANOUT - �3��f� `RETAINING WALL Ts , , SEE NOTE TOWN OF � � , A CI - CAST IRON J AN E MARKLE & 0 24 E �.• B SR BUTION BOX ......... ............ . STORM DRAINAGE CHAMBERS D DI I o. D - SOUTHOLD JOHN WEDGE o�F �' t .k BENEATH DECK �� DW - DRYWELL " tt _ - _ s Os, 5 X 6 STAIRS I :';: :.:;.;.... _ e, - 1/2 PRESSURE TREATED CUT z SCTM#1000 26 3 1 �� c� �s ' TO OWTS SEE CALCULATIONS BELOW DI DUCTILE IRON POST AT AN ANGLE \ '•, .• � � ` : :::. ............ ......................�: > :�::'`: � >:.::•::,.`� -� �... ., . WL MOUNTING BOARDS TO ALLOW WATER TO �n 155 HARBOR ROAD Q, ti� � :..�� .. .. ,�� - _ DT - DISTRIBUTION TRENCH - - �, o EL .......f... ... �. _ = FUJI CLEAN NEMA 4X RUN OFF Prepared B �► VACANT EL ELEVATION P Y• F .. :,� - CAROLYN & JAMES CONTROL PANEL �r ,L.:;; :1.: _ ,} EQ EQUAL DISTANCE EXISTING CONCRETE PROP t sroRY sINGLE ,, .- �. ;:::,.,. z: :;:;:;.:..;:; ,,;. , _� s MCLAUGHLIN ORENCO NEMA 4X .. _ ELEC SERVICE oma . ., EXPANSION TRENCH o � ET EX ANSI A AND p, :r::::' ` .:...:: AMILY DWELLING po o F FOUNDATION �P ;� o ,. .... ✓' ., __-- SCTM#1000-26-3-9 CONTROL PANEL C, �� ,� �,. ON PILES _ r c' , EXIST - EXISTING TO AIR PUMP FRAME BUILDING TO o 0 •�' � 515 NARROW RIVER ROAD o s �\ FE 14.5 Qs - ,� . �6. o FFE - FINISHED FLOOR ELEVATION AIR PRESSURE ELEC SERVICE BE REMOVED - 0 1 2 P V -ItT RO ED �o s" ; ..... ;.:::::::::::.:::::,•:::::�,�. .:;:;;::; �o meg, F GW GROUNDWATER ELEVATION �, ALARM TUBE TO PUMP BASIN 0 0 h%►' 4.� ��,. / �o (PRIVATE WELL) _ v O +� .�' 6'::',:: :` . . :;::;. ;>.::;:: ;>:;: ;:;<;:;::::�. ::::;.:::.: i v .; t S HEGE HIGHEST EXPECTED - CONCRETE UTILITY :;;. •:: c� � - - 2 N o s GROUNDWATER ELEVATION 3 CONTROL WIRING TO ENCLOSURE , BENEATH DWELLING / O. / ., STAIRS TO DECK ��' HOR - HORIZONTAL Z TREATMENT TANK . ,1, h - _ `: h, 4 0 TF Engineering, PLLC F ':< ...�:...:..... JQ ��' %� IE - INVERT ELEVATION _ PRESSURE TREATED �� q A , INV - INVERT WEATHER RESISTANT Ki 4X4 POSTS P.O. BOX 596 EXIST WELL s. .. . . �, or, PROP UNDERGROUND co , yip`, s ai LF - LINEAL FEET ENCLOSURE SUPPLIED SAG HARBOR, NY n963 15000 TO REMAIN ' ` :% ELEC SERVICE -QUICK DISCONNECT SYSTEM (275 HA SEPTIC o.8_ �6, ��Q-91 .. , l< MAX_ MAXIMUM BY MANUFACTURER R80 PIPE J (jio ` : MIN MINIMUM TIE DOWN STRAP OWTS SECTION VIEW TIE DOWN STRAP MIDWEST P065P w R ROgp� E 2 ' ,,y �o�o� o�� cn o y Y>` OC - ON CENTER (TWO LOCATIONS) MAC 8OR AIR O Z O 2?`99 ?i EL 3.2 _ OWTS - ONSITE WASTEWATER B BLOWER CATHERINE DIPANE o -ry PIPE TREATMENT SYSTEM PNEUMATIC HOSE C)F N i SCTM#1000-26-3-12 EL 3 7 TEST Cl ` � EL 3.2' POC - POINT OF CONNECTION C-1 0-1 TO DOSING PUMP 4.. THICK PRECAST ELEC SUPPLY 275 HARBOR ROAD w EXIST WELL �J HOLE =L ,1 PROP - PROPOSED TREATMENT TANK 3 CONTROL LINES TO CONCRETE PAD FROM DWELLING IMPROVED /TO BE ABANDONED y/ 7>VE AE(EL 6' rn n PROP PERVIOUS CRUSHED SHELL PT - PERCOLATION TEST TREATMENT TANK vi w s = DRIVEWAY WITH METAL EDGING f P DESIGNATED CONSTRUCTION ACCESS TYP - TYPICAL NTS C-1 C-1 * - m EXIST DWELLING , s M - F WA 4 AND APPURTENANCES `��� v M - p� .:; ... 3.0 TW -TOP 0 LL CONTROL PANEL z END PLUG %TO BE REMOVED o' er ` . UNO UNLESS NOTED OTHERWISE NTS C-2 C-1 w ohy VERT - VERTICAL s 2 30 �,v� FUJI CLEAN CONTROL '0Ro P`- ol EL 2. ` • "' Q'.:.::: MAIN ELECTRICAL PANEL PANEL MODEL A FEssi°N v l /) i- ii do HDPE LANDSCAPE 12,488 SF % ti r ». Q';:::::: _ AIR BLOWER NOTES: 14. PROVIDE A RESIDUAL HEAD OF 5' AT THE END OF EACH w BOX NON-STRUCTURAL ���, PRC Q` i'� CBA -- ------ -- 1 CB 1 �4 - __ 1. OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO LATERAL. CONTRACTOR SHALL DO A SQUIRT TEST TO DOCUMENT P WATER �. ::: ,/ o SURFACE ARE TO ly�. ,��, SUPPLY LINE::::::: ��,:;; EXIST ASPHALT CONCRETE ARRIVING ON SITE USING A METHOD APPROVED BY THE THIS REQUIREMENT IS MET. BE MAINTAINED AS l 'f PAVEMENT TO REMAIN MANUFACTURER. 15. EVERY FIFTH ORIFICE TO BE INSTALLED IN THE 6 OCILOCK � ' , SEE NOTE 17-:�'� �•���'-��'�• � - NON-TURF BUFFER , O g::::; CB B -- --� CB 2 _� 2. THE ENGINEERING OF RECORD, A SUFFOLK COUNTY POSITION TO ALLOW THE LATERAL TO DRAIN IN BETWEEN PVC PIPE D3034 ����iiiiiiii /j,�.�%%//r�/j "' ' ' / t / / �.:: "'' I HIGH WATER REPRESENTATIVE AND A FUJICLEAN REPRESENTATIVE SHALL CYCLES. PLACE AN ORIFICE SHIELD UNDER THE PIPE AT THE PVC SEWER PIPE TYP MILDRE�& R Y PASC�CI % PROP PRIVATE WELL t SDR 35 ,� // Q` 3 N/F OYSTER PONDS HISTORICAL -- I TO CONTROL PANEL ALARM OBSERVE THE SEPTIC SYSTEM PRIOR TO BACKFILLING. LOCATION OF THE DRAIN HOLES TO PREVENT SCOURING. SCTM#1000-26-3-11 NO, SEE NOTE 23 Q� :::,�w SOCIETY ROAD (CEMETERIES) CBC '� I 3. A FUJI CLEAN REPRESENTATIVE WILL BE PRESENT DURING 16. A HOUSE TRAP SHALL NOT BE INSTALL UPSTREAM > 0 305 NARROW RIVER ROAD / / �" �f��;:;;;;:;;:;: IMPROVED t t o- SYSTEM START UP. ED E OF THE PVC 30 BEND VACANT £ ::::? t I TREATMENT TANK. THE TREATMENT TANK SHALL VENT THROUGH TO SEPTIC / ;� PROJECT LIMITING :;;;::::....... j t t _ __ Lijj �j// P / (NO WATER SERVICE) t t 30- - 4. THE OWTS INSTALLER SHALL HOLD APPROPRIATE I/A OWTS THE SEWER PIPE. NO ADDITIONAL VENTING IS REQUIRED. FROM TANK _ ////// FENCE AND AREA :•:• :-• �' 'Q�p ! SCTM#1000-27-4-8 t I t ENDORSEMENTS FROM SUFFOLK COUNTY DEPARTMENT OF HEALTH 17. MAINTAIN A MINIMUM COVER OF 4.5' OVER THE PROPOSED WATER OWNER: ABBY TANNENBAUM DWELLING FRESHWATER WETLAND BOUNDARY �„' I t t xo - f .� i AND SHALL BE AN AUTHORIZED INSTALLER. SUPPLY LINE. SCALE: PER PLAN AS DELINEATED BY DISTURBANCE � y�F. ' CIRCUIT BREAKER SPECIFICATION'S I I m ; TIDAL WETLAND BOUNDARY t I 5. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT 18. ALL COMMUNICATIONS & ELECTRIC LINES SHALL BE INSTALLED EN CONSULTANTS 11/7/19 EL 2.3 WITHIN THE FENCE ; / AS DELINEATED BY ELECTRICAL PANEL SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH. IN PVC PIPES. DIRECT BURY SHALL NOT BE ALLOWED. JOB NUMBER: 20-014 +/- 16,814 SF EN CONSULTANTS 11/7/19 C[ TO PVC HOUSE o �/ t i ORENCO VERICOM CONTROL PANEL 6. THE SURVEYOR OF RECORD SHALL PROVIDE RECORD SURVEY AS 19. THE ORENCO EQUIPMENT SHALL BE INSTALLED ACCORDING TO ADAPTOR 60 PVC WYE ., // CB A - 20 AMPS i i REQUIRED BY SCDH. THE INSTALLATION INSTRUCTIONS PROVIDED BY ORENCO AT THE CB B - 20 AMPS DOSING PUMP 7. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN TIME OF DELIVERY. NON-CONFORMANCE WITH THE INSTRUCTIONS SITE PLAN 2 CB C - 10 AMPS I __ PUMP - THE MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL WILL VOID THE ORENCO WARRANTIES. CCLEANOUT 1 _ _ DURAFIBER ACCESS LID L1 CB 3 _ BE PROVIDED TO SCDH. THE SERVICE CONTRACT SHALL BE FOR 20. SPLICING IS NOT ALLOWED BETWEEN THE PUMP BASIN SPLICE C 1 OPEN DISCHARGE PUMP TO ©- A MINIMUM OF 3 YEARS AND SHALL COVER INSPECTION AND BOX AND THE ORENCO CONTROL PANEL. FLD24G W/ RG24 SAFETY FUJI CLEAN CONTROL NTS C-1 C-1 GRATE TO GRADE OBTAIN GRAB SAMPLES PANEL MODE A L____ __ n CONTROLS CCB 4 _, MAINTENANCE OF THE DOSING PUMP AND DRAINFIELD. 21. SPLICES MUST BE PERFORMED WITH THE WATERPROOF WIRE 8. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF NUTS SUPPLIED BY ORENCO. USE OF OTHER WIRE NUTS WILL PUMP BASIN SPLICE BOX CB 1 - 15 AMPS CAT5 ETHERNET TO CONTROL PANEL THE OWTS. VOID THE ORENCO WARRANTIES FOR THE PUMP AND FLOAT CABLE TO MODEM -- RJ-45 9. CONTRACTOR SHALL CONFIRM INVERT ELEVATION PRIOR TO SWITCHES. PROJECT NOTES DRAINFIELD PUMP DOSING MODEL PB2472 DISCHARGE ASSEMBLY CB 2 - 15 AMPS al!---Q CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF 22. DISCHARGE PUMP FLOAT SWITCH DIAGRAM DRAWN FOR BUILDABLE AREA: 18,492 SF (113,807 LOT AREA - 315 SF WETLANDS) HV125 W/ DRAIN HOLE ORENCO CONTROL PANEL ------ RECORD OF ANY DISCREPANCIES. ILLUSTRATION PURPOSES ONLY. WIRING SHALL BE PERFORMED IN LOT COVERAGE: PERMITTED: 3,698 SF (18,492 X 20%) NORMAL OPERATION AND BALL VALVE I R `� 10. PROVIDE DEDICATED BREAKERS IN THE MAIN DWELLING ACCORDANCE WITH THE WIRING DIAGRAM SUPPLIED AT DELIVERY. R1 ---� ELECTRICAL PANEL FOR THE OWTS AND PUMP BASIN. 23. THE PROPOSED PRIVATE WELL SEPARATION DISTANCE FROM THE EXISTING- 1,638 SF ON - 34 INCHES I 2 - OFF - 24 INCHES TO CB 3 - 20 AMPS I 11. ALL 20" RISER PAN, ' t SAFETY GRATE AND COVERS SHALL BE NEIGHBORS SEPTIC SYSTEM IS GREATER THAN THE EXISTING PROPOSED IMPROVEMENTS: DOSE VOLUME - 18.8 GALLONS FROM DRAINFIELD CB 4 - 10 AMPS I Y & 6Oil 2 9/30/2 0 REV. PER NOI# 1 1. 2 BEDROOM. 2-1/2 BATH 1 STORY RESIDENCE (2,516.6 SF) CYCLES - 330 GPD / 18.8 GAL = 18 CYCLES PER DAY OWTS ' - � - �• - TUF-TITE RISER 20-RISP-GREEN, COVER 20-RISC FLAT, AND SEPARATION. ORENCO 20 RG20 SAFETY GRATE. I 24. DOMESTIC WATER TREATMENT - 2. FIRST FLOOR ELEVATION = 14.5' - SEE NOTE 22 SYSTEMS SHALL NOT BACKFLUSH 1 8 7 20 REV. PER EN CONSULTANTS FLOAT ASSEMBLY 4❑-' -------' 12. ALL 24" RISERS SAFETY PANS AND COVERS SHALL BE TO I/A OWTS. BACKFLUSH SHALL DISCHARGE IN SEPARATE N0. DATE DESCRIPTION 3. FRONT UPPER DECK (ELEV. 14.5') = 623.48 SF PERCOLATION TEST OF SAND TO BE TESTED AT Y & B TUF-TITE RISER�24-RISP-GREEN, COVER 24-RISC FLAT, AND 24" 8'� X 2' DEEP PRECAST CONCRETE DRY WELL. ` 4. FRONT LOWER DECK (ELEV 12.5) = 428 SF MODEL MFPB BORROW LOCATION PRIOR TO IMPORTING MATERIAL ORENCO RG24 SAFETY GRATE. 25. APPROXIMATELY 84 CY OF CLEAN SANDY FILL TO BE TRUCKED 5. TOTAL LOT COVERAGE = 3,568.08 SF / 19.3 TO THE SITE. ORENCO DISCHARGE PUMP CONTROL WIRING DIAGRAMMATIC 6 13. THE TRANSPORT PIPE SHALL HAVE A CONTINUOUS SLOPE TO IN FROM AN APPROVED UPLAND SOURCE TO RAISE PROPOSED DRAWN BY: DWR, JXH, EDZ 6. 16'0 DIAMETER (240 SF) CONCRETE UTILITY STRUCTURE AT GRADE PUMP MODEL PF200511 (ELEV±4.0'). ALL SERVICES AND UTILITIES ENTER AND EXIT THROUGH R M Y HIGH-WATER ALARM ALLOW THE PIPE TO DRAIN IN BETWEEN PUMP CYCLES, OWTS. THIS STRUCTURE. LOADING RATE 3.0 G/SF (1 - 5 MIN/IN) CATEGORY 1 W _ NTS C-2 C-1 DESIGNED BY: DWR 7. NON-STRUCTURAL AREA: 12,488 SF TO BE MAINTAINED AS NON-TURF DRAINFIELD CALCULATION: m. N B PUMP ON BUFFER 330 GPD / 3 G/SF = 110 SF INFILTRATOR Q4 PLUS SITE INFORMATION CHECKED BY: DWR, JXH, KMS, EDZ 110 SF / 2.83 SF / FT = 39 LF (REQUIRED) o-- R PUMP OFF NATIVE BACKFILL TOP SOIL SCTM# 1000-26-3-10 DRAINAGE CALCULATIONS: (PLACE STORMDRAIN CHAMBERS BELOW DECK) 2 TRENCHES 0 22 LF = 44 LF (PROVIDED) CAST-IN-PLACE CONCRETE STANDARD LOW PROFILE LOT AREA - 18,870 SF (0.43 ACRE) DATE: JULY 31, 2020 W REDUNDANT OFF RAINFALL EVENT 3" _ DEADMAN POURED PRIOR TO = = -= -- - 18,492 SF (WITHOUT WETLANDS 18,870 SF - 315 SF) 36" PUMP BASIN INSTALLATION ' N \ PROP SEPTIC4 PROP INSYSTITH 2 EM FOREDROOMS (220 3 BEDROOMS (330)GPD RUNOFF COEFFICIENT ROOF - 1.0 PENETRATE PUMP BASIN 3" �� ) DRIVEWAY - 1.0 INTO DEADMAN APPROVED BACKFILL CID a ;, , .,; (1) FUJI CLEAN CEN5 (500 GPD) CATEGORY 1 SCTM# 1000-26-3-10 STORMWATER VOLUME - 21081 SF ROOF 3"/12"/FT = 521 CF (REQUIRED) N 34" END CAP (44 LF) DISTRIBUTION TRECH (DT) (21) CULTEC STORMDRAIN CHAMBERS 180HD - 531 CF (PROVIDED) PUMP BASIN 5 FINISHED GRADE 36 (22 LF) EXPANSION TRENCH (ET) I ADISPERSION LOCATED NORTH OF NARROW RIVER ROAD 403 LF WEST OF KING STREET NTS C-1 C-1 - - TRENCH 2 LATERAL, TYP HAMLET OF ORIENT /�✓ -_ -l OWTS �. VIII==I ill -' �i -I LIFTING LUGS SHALL TOWN OF SOUTHOLD EXISTING SOIL %'�% 11111=_11111= II=11111= Illi NOT BE USED FOR SUFFOLK COUNTY ' DRAINFIELD SECTION 9 3 RIM ELEV 7.2 TO REMAIN %�i 1111=1_'_111 =11i -1 VERTICAL DATUM - NAVD 1988 � UPLIFT RESTRAINT IE IN = 5.61 �5.OLF 4 PVC PIPE _ �%�=-incl =1 i 25 - �� BOUNDARY AND TOPOGRAPHY BY FIELD SURVEY BY KENNETH M. WO'YCHUK C-1 C-1 IE OUT = 5.44 D3034 SDR 35 PUMP BASIN 5 9 10 GALVANIZED D-RING !��� POLYESTER STRAP NTS C-1 C-1 LAND SURVEYING, PLLC DATED JANUARY 18, 2020. BOT = 1.2' a S=0.0104 MIN RIM ELEV _ 1.2 OR SHACKLE / _ WITH EYELETS - - - -------- ---- - - - C-1 C-1 ---- - (2 PLACES) '�\ � (2 PLACES) 20 - C-1 C-1 ,\\� INVERT OUT = 5.2 INV - ' DISTRIBUTION �K, PLACE ON THE SEPTIC BOT = 1.2 \� 1-1/4 PVC SCH 40 NATIVE BACKFILL QUICK4 PLUS STANDARD 3 FFE 14.5' DECK - - NCH _- 3.00 - !/�� PERFORATED LATERAL PIPE GROUND WITH LOW PROFILE CHAMBER GALVANIZED TURN �i j " " z SNAP ON STANDS, TYP N r-� BUCKLE (2 PLACES) ,, �. a� WITH 1/8 ORIFICE 24 OC AT 12 O'CLOCK to g PVC VALVE BOX CLEANOUT - - - - - PROP GRADE - 3' HOR 1_ VC SCH O SITE PLAN THROUGH WALL MAX TREATMENT TANK IF w 6" DI SLEEVE EL 1 VERT ul l 11 it l I _-p h-111111=III 1 [E-3.2' #4 REBAR (2 PLACES) SOLID LATERAL PIPE IIII II; i�'iil; II,- ,LSI C- 0-1 PRECAST CONCRETE FROM OWTS - _ = S I - I I 5 -------- - -- - - DRILL 1 O HOLE TO ACCEPT DEADMAN (2 PLACES) DISCHARGE GALVANIZED 3/4" 0 '' T EYE BOLT � iI SWEEP 0 SEE 9 WITH o., L GW 1.2 HEGE 12' WITH FLAT WASHER TOP _+1 "~°'�'' THREADED END CAP OCT 1 3 2020 IE 6.20 AND BOTTOM (4 PLACES) UNDISTURBED SOILCID SEE NOTE 14 SEE NOTE 9 & 16 0 10 20 30 40 50 60 70 0 90 100 110 NOTES: (CONTRACTOR SHALL TAKE N -� �O Z � END CAPS TYP S�.it1':''�'''"n 27.2LF 1-1/4" SCH 40 2 BOT 3.2 1. POLYESTER STRAPS SHALL HAVE A BREAKING STRENGTH OF PRECAUTIONS NOT TO ' a HEADER N 10,000 LBS MIN. ALL HARDWARE SHALL BE HOT DIP GALVANIZED COMPACT BOTTOM OF TRENCH PVC PIPE % %,, AND OF EQUAL CAPACITY. DURING EXCAVATION) '� T' '11,1~' :' ' 22 MIN 1/8 LATERAL DRAIN ORIFICE 31.1LF (2LF 4 C[ PIPE SEE NOTE 13 AT 6 O'CLOCK SEE NOTE 15. . o �� 2. PRECAST CONCRETE DEADMAN BY DIAMOND PRECAST OR EQUAL REMOVE CLAYEY SAND 29.1LF 4 PVC PIPE D3034 o SDR 35) S=0.0208 MIN 18" WIDE X 8" HIGH X 96" LONG. AND REPLACE WITH N SEPTIC PROFILE 7 MEDUM SAND SP ASTM C33 SANDCmw 1 " _ _ _ CONCRETE DEADMAN 1 10' C1C1 s DRAINFIELD PROFILE 10 NTS C-1 C-1 NTS C-1 C-1 SCDH APPROVAL c� 0 J J w 6 z0, 435 = GRADE BREAK 4 ,- �__� `so ASTM C33 SAND GRADATION NARROW co SIEVE PERCENT PASSING 0 SEPTIC ENVELOPE �' ,�' ' RIVER o , `�0 .375 100 ' ,� • °- #4 95 - 100 z 1 ' ,-01� '� '� 3' HORIZONTAL TO 80 - 100 LO �, ,-- ,'� ' �' ►i 1' VERTICAL MAX #16 50 - 85 ROAD l , ,� ri #30 25 - 60 PROP FEIVCE /' ,1 ' O� ��r PROP ABOVE GROUND #50 5.0 - 30.0 z ' ` PROPANE TANK #100 < 10 LIJ �•,,I' #200 < 5 P� 101 HAMLET OF r �, 4 ORIENT w , r 9� �' C-2 1 C-2 ;r N �r 4 6 CD CAST IIJ PLACE i C-2 C-1 C-2 C-1 TOWN OF CONCRETE RETAINING WALL r r SOUTHOLD z TW 7 2' f it CONTROL PANEL i EXIST CESSPOOL BW 4.1' r TO BE ABANDONED r, IN ACCORDANCE WITH r � ELEC, AIR AND COMM ' Prepared By: d r TO OWTS AND PB SCDH STANDARDS I oELECEL 4. TO OWTS � - c\jC> PB f- :: : ::.;:;:'::;= 1-1/4" X 1" REDUCER :::*_'.': :::. U o D w s � u 1 LATERAL TRANSPORT TF Engineering,neerin P L L C PIPE P.O. BOX 596 5mDIAMEER SAG HARBOR NY ii PROPOSED SPIRAL ' :< > 6 � 9 3 > A �- STAIRC SE U � C1 i ;:,ri? i'�l:��vir:�i�iiiYi�ii:v��i?ii...........�� ��:�ii??i:�:�:i�i:�i:ci?i:�iii'�: W w , •6 0 o ;,:: : 5 X 6 STAIRCASE�>::>>: :> :>: ': ::<�. >..>:;;... ::: :' cr_ FR M TO OWTS 0W TS 0 ................... -o s ------ NE �i / W C� G ..........:............... :::::::::::::::::: :::::: U O EL 3.5 o . , ;;: ; ;;.;;.;:: �, a �.. .... :::;::;: W J `> :: ........... ......................... 1-1/4 TEE Lu ... ............ ... V, .....,` t.�:. :;ii•ii;r:i::4: :;(i.....ii!i ii:(�:i::(...... ::.tic.. a._,.. .. ..............._.............. .............................. ..................... .:::. �{ ............................... ..................... cl- 11/4 HEADER :'•Fv:ii:ii'�'``S';cr: c'�:�'>r'r:�.: i . :' .� :;�:��>':i;�i:�i:;;�:�:�iii:;<;>.;�ii.:�:;;�:�i;� ?? ??'i:( ?:: :?`::rFf?F:ir w 1-1/4 BEND `�s oe 30 ./ P 0 N i FESSI vc :: : :: :::: HEADER r2 NTS C-1 C-2 Lu cr SEPTIC CONFIGURATION 1 o SCALE: V = 10' C-1 C-2 M _J U w f- OWNER: ABBY TANNENBAUM x 0 SCALE: PER PLAN m JOB NUMBER: 20-014 ,I CONCRETE RETAINING WALL DETAIL CONCRETE COMPRESSIVE STENGTH 3,000 PSI STEEL YIELD STRENGTH 60,000 PSI DESIGN CODE: ACI 318-11 NOT TO SCALE 6" 8" SANITARY WELL SEAL TOP OF WALL ELEVATION MINIMUM 12" ABOVE (2) #5 CONT AT TOP ELEVATION 7.2' GRADE OR 24" ABOVE PITLESS CASE • FLOOD LEVEL2 9/30/20 REV. PER N01# 1 " ELECTRICAL SUPPLY #5 012 O.C. HORIZONTAL 3' DIAM CONCRETE ° CONTONTINUOUS 1 8/7/20 REV. PER EN-CONSULTANTS COLLAR SLOPE TO EXISTING GROUND NO. DATE DESCRIPTION SPACE DRAIN AWAY #5 a 12" VERTICAL CLEAR SPACE WELL CASING BLACK OR DRAWN BY: DWR, JXH, EDZ ? GALV STEEL CASING MEETING ' WATERPROOFED DESIGNED BY: DWR NSF AND ASTM REQUIREMENTS PITLESS ADAPTER CHECKED BY: DWR, JXH, KMS, EDZ CERTIFIED BY NSF WELL LATERAL TO BE TYPE "K" COPPER OR CHECK VALVE HIGH DENSITY PLASTIC - ASTM RATED TO 160 PSI DATE: JULY 31, 2020 GROUNDWATER AND NYS APPROVED FOR POTABLE WATER BOTTOM OF WALL a AND CEMENT GROUT ELEVATION 4.1' RE ° SCTM# 1000-26-3-10 CHECK VALVE 0 4" CASING AND YIELD WATER BEARINGIN ACCORDANCE WITH a 2" X 2" KEY FORMATION SUFFOLK COUNTYN ° EE HEALTH STANDARDS (3) #5 TOP & BOTTOM STAINLESS STEEL M 2" CLEAR SPACE SCREEN PRIVATE WELL DETAIL ° - PRIVATE WELL 3 NOTES s— _ 3 NTS C-1 C-2 1. NO CONCRETE SHALL BE POURED • � � e SEPTIC a BELOW GROUNDWATER TABLE N 3" CLEAR 2. WALL FOOTING TO BE PLACED ON LEVEL SPACE3011 SITE PLAN } GROUND AND CAN BE STEPPED WHILE MAINTAINING COMPACTED SUBGRADE `u MINIMUM COVER REQUIREMENTS. Q OCT 1 3 2020 RETAINING WALL 4 -- — NTS C-2 C-2 0 N 0 N O M r _ 1-1/4" X 1" REDUCER G 0 00" i 1-1/4" TRANSPORT 1" LATERAL GRADE BREAK .`0 PIPE ASTM C33 SAND GRADATION SEPTIC ENVELOPE �i �i \\�� 0% OSIEV5, PERCENTOOPASSING W oz �� ' ` 00" FROM #4 95 - 100 OWTS �' ,'� ,�� �� 3' HORIZONTAL TO #8 80 - 100 �.'� �� 1' VERTICAL MAX 30 25 - 60 PROP FENCE \J �� ,�� O� ,��� PROP ABOVE GROUND #50 5.0 - 30.0 1-1/4" TEE w �\ ,�� ' PROPANE TANK #100 < 10� O #200 < 5 �,� I � 1-1/4" HEADER //d, 1-1/4" BEND � 01.11 HEADER01 2 r NTS C-1 C-2 Ic\ i' 4 6 I SANITARY WELL SEAL I MINIMUM 12" ABOVE I I I CAST IN PLACE C-2 C-1 i GRADE OR 24" ABOVE PITLESS CASE I MIN M!N i FLOOD LEVEL CONCRETE RETAINING WALL I I CONTROL PANEL I ELECTRICAL SUPPLY TW 7.2' i I EXIST CESSPOOL I i TO BE ABANDONED 3' DIACONCRETE EXISTING GROUND BW 4.1 I I � IN ACCORDANCE WITH � COLLARR SLOPE TO I I ELEC, AIR AND COMM = DRAIN AWAY I TO OWTS AND PB SCDH STANDARDS E I [� ELEC TO OWTS WELL CASING BLACK OR =4K Z --�� 01 GALV STEEL CASING MEETING NSF AND ASTM REQUIREMENTSPB d PITLESS ADAPTER CERTIFIED BY NSF WELL LATERAL TO BE TYPE "K" COPPER OR '`" "'`'`'"......""• HIGH DENSITY PLASTIC - ASTM RATED TO 160 PSI �.:..::::::..::::.:..;:..;:•. CHECK VALVE o AND NYS APPROVED FOR POTABLE WATER GROUNDWATER s --------s. ... . .......... ....... = CEMENT GROUT 5'0 DIAMETER r� 1i :'PROPOSED SPIRAL Z (R i STAIRCASE T ASE C HECK VALVE i - D AUG 1 1 2020 •s 4 CASING AND YIELD 5 X 6 STAIRCASE / WATER BEARING IN ACCORDANCE WITH TO OWTSO FORMATION SUFFOLK COUNTY O W z i ........:.. .. . . ti. ;...;..; ;.,.;. . . :; .;...;....::.;:. HEALTH STANDARDS STAINLESS STEEL ....': : ................. ...... ;••.;;:.;;..;:.;:.,...:::•: ';:. '�. . �..:.. ::`k::'::':::::: ' :;:'::;;:; ?::';:;.• SCREEN :.::k�. '� �;::••. •::•'�:: .� ...�:�• `:�:`:�:�•:'�•'•�. ;...:•::::..:...::..:..:...:.. .............ii.::....'1 .,�.• 1.. ••:;iii?::;i;:':'•::°:•...:..• • ,.;.:.: ,a .. •.�;�':`:�::`:?:'::.. `•.•.........•;� '•:.: PRIVATE WELL DETAIL r4:`i:;:•:..^'.:?. {:J:r:is.`' i} :•:::L•lt•'••�•:;:"i;''?';::'ti SEPTIC CONFIGURATION 1 PRIVATE WELL 3 �� � •�: ::`:�• : 'i :: i:ti iii:�;::��?:: V SCALE 1 = 10 C-1 C-2 :f : ` NTS C-1 C-2 \. :if6 V. so FIGURE SCALE: PER PLAN 435 NARROW RIVER ROAD Prepared B • TF Engineering, PLLC C-2 DATE: 7/31/20 SEPTIC DETAILS P.O. BOX 596 ;, SCTM# 100-26-3-10 SAG HARBOR, NY n9637/31/2020 12:09 PM USER: Ethan Zoweski PATH:C-\Box\TFECivii 36 Projects\TF Eng\Projects\1-Projects\Projecis 2020\20014-435 Narrow River Rd Gresham\Eng\435 Narro►ls SCDH.dwg LAYOUT. ---- 100' S.C.T.M. NO. DISTRICT. 1000 SECTION: 26 BLOCK: 3 LOT(S): 10 WEI- \ / WELL \ DWELLING / \ W/WELL WATER / J f AUG 2020 L"' oartl Df Trus LAND N/F OF NINA ESH00 \ DWELLING / \ DWEWNG WELL W/WELL WATER / W/WELL WATER • \ \ 20' WELL \ \ f \ PIPE \ 0 F EL 2.6 \ ( BASKS K N/RASANAKIS oJ9 FFF OFG ✓ DWEWNG ( 1 W/WELL WATER tr aJa� oo \ �1 EL 2.9 F 0.61S WELL \ • �0 0 ®o b� DWEWNG W/WELL WATER EL 4.1 LAND %F OF PIP EL 2.8 EL 3 0 "{ �. EXISTING CAROLYN B MCLAUGHLIN SEPTIC �CM EL 2.9 �j y VACANT 150' \\I\\ EL 3.5 \c / \\,\` \� EL 4.1 O �h EL 2.6 / ,ry 1 $ � WELL O, p EL 4.1 .�`I':;; rro ;' :.;. 3r LAND N/F OF :':•::.•"' ' y'L CATHERINE DIPANE �4y ;' :G'::: ;':::: `\ 0�• (LP. DWEWNG 'Lh ' .:'.' 0 6:{:••.:• �1 \ \F9 p W/WELL WATER Co C. 's :„'.:::,:.;;�• • •.•' '6F, �/R - - -- - 0.8'E — PIP EL 2.9 `Ib pGOy `\• 1\06 \ • \3 PIPE TES EL 3.7 ` WEU / WELL EL 3.7 ZONE AE(EL 6) Seo, ���(i U.P. G / \ �'�YA �• CL3.0 / y Qo �• SFr 0 y�$G�.•�, •s. goo. EL 2. / LAND N/F OF MILDRED PASCUCCI / VACANT 150' G �•�' `� �• CL 2.8 0 / ELEV. 3.7 pJ�Ov OL / 0.6 E P2.3 Cj �O ji O�,p ,� \� BROWN VLOAM 0 BROWN U.P. SM LOAMY SAND 1.3 CLAYEY CL 2.5 j i JP SAND 0.6' WATER EL 1.2 ,I•' WATER IN FLOOD ZONE MAP#36103CO068H SP MEDIUM 6.0 SAND ' FLOOD ZONE AE(EL 6) THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL JAN. 15, 2020 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS BUILDABLE AREA: 18,263 SQ.FT. or 0.42 ACRES AND OR DATA OBTAINED FROM OTHERS. AREA:18,575.76 SQ.FT. or 0.43 ACRES K. WOYCHUK LS ELEVA77ON DATUM: NAVD88 UNAUTHORIZED AL TERRA 770N OR ADD177ON TO THIS SURVEY IS A VIOLA 77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA 77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7H£ SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITU710N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: ABBY TANNENBAUM; MAP OF: FILED: SITUATED AT: ORIENT TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILEPHONE (631)298-1588 FAX (631) 298-1588 220-07 SCALE:1”=30' DATE: JAN. 18, 2020 N.Y.S LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. Woychuk V • ABBY TANNENBAUM,435 NARROW RIVER ROAD,ORIENT Ilk i A" i `-3 Figure 1. Looking northwest across Narrow River Road(from tidal wetlands located to east of Narrow River Road)at existing dwelling to be demolished and replaced with new dwelling(center/right);and at freshwater wetlands on adjacent vacant land to west. 'y `l « ��,« \ ` _ w" �-.. Y 1 � r a� 'e'er+W•+ Y Figure 2. Looking southeast from existing dwelling toward Narrow River Road and tidal wetlands located to east of roar/. t Y. Nk ILI --, ,.. ar r r + ". .._ 't±4� •;,:. fir, �,H +t'a"p. yt� ., ` _ I 'F c � � rF f• h ti� ':,.:. .--•.r.•._ .fit-.�� '� a _.y, ��- _ + - .. i. e _ _ R. .wF ."'-.. ay(-,vim`"✓. -. x ,a r ABBY TANNENBAUM,435 NARROW RIVER ROAD, ORIENT N r ti fir.* 1r'' -�, `a♦ " o�, w , y y s Figure 5. Looking southeast from rear of property toward existing dwelling to be demolished and location of proposed dwelling,and over location of proposed I/A sanitary system. ... Y_ c Wi. ^ r :x. n, ^ ----------_ _ vg fii i Figure 6. Looking west from location of proposed dwelling over location of proposed l/A OWTS and toward existing garage to be demolished and removed. BEACHWOOD ROAD 22,LLC,545 BEACHWOOD ROAD,CUTCHOGUE Beachwood545 R, f Google Figure Z Looking north from existing dwelling toward vegetated tidal wetlands located to north of Beachwood Road. Y .545 t �.r •0, R, f 'Google.Earth , Figure 8. Aerial image of subject property and surrounding dwellings in June 2018. Photo by Google Earth. �+•nl► �_—� � �M YJfP.N LTcR FF�1YSS}!� Y. _ - ., .' .. . ...� .. �.�.,. 1 � 1.11 5 1 r 3 3 �5\ e w aE'EC.NO 1.M 5, 1 YP33 3 IDA 4 9 im 13 123 an - \ 2IZI i 327'- 29 30 \ 11 y � .. 27 Is io 38 \ 23 e - Spy 22 wpG is i 191 11 d •0 9 M•1A 39.1s „� �. o.e 71eMOL • Q, �,,d-�' - cw 1 2 •tn IAA 39.14 t 40 45 a2 \\ w e It 4. 20 \. \ w � 26 � A, 25 • 1 3 \\ w 7b nr 9 ttaa(e) ,o 12 a 1t C� PQ �'� regi �...•.....o„<«..c w,�anE• w.m.�...a,>�..:—T—... .su. — --. n NOTICE -oemcrw l000 . «,..a COUNTY OF BUFFOLX © K secnory no 12 E t4vnB+rtE itr61n1°r{Sueaa Y _ G ___ a1Nu Real Property Tax Service Agency E __ _ _ -- —_ �,,, ___ p41P01,1°N OF/M/PUt1x1a OF TME Y lo••IM lIOU7110LD O�3C N — _ _ ——•—— ,.,. - 309 caemx wte,.mt M uta 1N#E�slssolx mi+er r,�w•a s wo Tft e L{{11 o...... �.. M ,...,. r.. .�.... y° --'— — —— — "" ---- ._,..�. @t) •. w1111an wnme�.ew®,sns - __-__ S 9rx rwuelrr ux 99e I6e1x.1L w.,v or OFFICE LOCATION: `''�t,, MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) a� Telephone: 631 765-1938 Southold, NY 11971 � � a 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: November 13, 2020 Re: LWRP Coastal Consistency Review of ABBY TANNENBAUM SCTM# 1000-26-3-10 En-Consultants on behalf of ABBY TANNENBAUM requests a Wetland Permit to remove existing one-story dwelling, detached garage, concrete foundation„ and all related structures; construct a new ±2,516sq.ft., one-story, single-family dwelling on piling foundation with attached 5' diameter spiral staircase to grade; ±623sq.ft. elevated deck; and 428sq.ft. lower deck with 7.7'x±13' steps; remove existing cesspool, install new I//A sanitary system, and construct 5'x6' steps to access elevated OWTS to be raised with ±3' high (max.) concrete retaining wall and approximately 84 cubic yards of clean sandy fill to be trucked in from an approved upland source; remove existing well and install new drinking water well; install stormwater drainage system; install pervious crushed shell driveway with edging; and maintain all non-structural surface area of property as an approximately 12,488sq.ft. non-turf buffer. Located: 435 Narrow River Road, Orient. SCTM# 1000-26-3-10 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney J�it b ry ' EN-CONSULTANTS October 7 2020 Town of Southold Board of Trustees jp� Fr54375 Main RoadPost Office Box 1179Southold,New York 11971 CT 1 3 2020 Re: Abby Tannenbaum -- SOfJ voFdi Town 435 Narrow River Road, Orient a and of iruste�s SCTM#1000-26-3-10 Dear Board of Trustees: Since our recent submission of a Wetlands Permit Application for the above referenced property,the location of the proposed well has been modified to further increase separation distances to surrounding sanitary systems as depicted on the Septic Site Plan(C-1 &C-2)prepared by TF Engineering, last dated September 30,20201. Therefore,please substitute these plans for those submitted with the application. Please note that the project description remains unchanged, except for the plan date: "Demolish and remove existing one-story dwelling, detached garage, concrete foundation, and all related structures; construct a new+/-2,516 sf, 1-story, single-family dwelling on piling foundation with attached 5'- diameter spiral staircase to grade,+/-623 sf elevated deck, and 428 sf lower deck with 7.7'x+13'steps; remove existing cesspool, install new UA sanitary system, and construct 5'x 6'steps to access elevated OWTS to be raised with+/-3'high(max.) concrete retaining wall and approximately 84 cy of clean sandy fill to be trucked in from an approved upland source;remove existing well and install new drinking water well; install stormwater drainage system; install pervious crushed shell driveway with edging; and maintain all non-structural surface area of property as an approximately 12,488 sf non-turf buffer, all as depicted on the site plan prepared by TF Engineering,PLLC, last dated September 30, 2020." Sin rely, C.Wi Enc. 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 1 f 631.283.6136 www.enconsultants.com environmental consulting Glenn Goldsmith,President *Qf SU!/rTown Hall Annex Michael J.Domino,Vice-President ,`OOHO 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski G @ Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 40u�m,��' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: SOUTHOLD TOWN BUILDING DEPARTMENT RE: VERIFICATION OF BUILDING DEPARTMENT PERMIT REQUIREMENTS `Pr`opert Owner NaTp: J. - . Date� hhttb'_Bidg:'Dept: $•12.20 §S The.Off.te'of the Board of Trustees is forwarding the above referenced application for verification of the Building Department's_epermitting requirements stated below: YES NO l_ Will the proposed project require a Building Permit? Will the proposed project require a variance determination from the Zoning Board of Appeals? s.` : . Will any part of this application be considered; Remplition as described under Town Code? COMMENTS: � v Signature of Reviewer Date Glenn Goldsmith,President ©f so Town Hall Annex Michael J.Domino,Vice-President ,`Q~ �� 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III lQ AL lI Southold,New York 11971 A.Nicholas Krupski G Telephone(631)765-1892 Greg Williams �O Fax(631)765-6641 ��yC'OIlI BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application FAUG FF Wetland Permit Application EAdministrative Permit �iAmendment/Transfer/Extens�nl,2� 2020 L Received Application: 7f Received Fee: $ 250.00 Completed Application: $-12.20 Scuttsa�in,;n Incomplete: Roa.1 Gf T.:i;trr SEQRA Classification: Type I Type I1 Unlisted Negative- ec. Posifive Dec. Lead Agency Determination Date: Coordination:(date sent): LWRP Consistency Asse sme t Form Sent: 1 S CAC Referral Sent: ( ' Date of Inspection: C� Receipt of CAC Repo _technical Review: Public Hearing Held: /1 Resolution: Name of Applicant Abby Tannenbaum 15 Sheridan Square,Apt. 1G Address New York,NY 10014 Phone Number: 51 987-6457 Suffolk County Tax Map Number: 1000 - 26-3-10 Property Location:435 Narrow River Road,Orient (property is on west side of Narrow River Road,94'north of Harbor Road) (provide LILCO Pole #, distance to cross streets, and location) AGENT: En-Consultants (If applicable) Address: 1319 North Sea Road, Southampton,NY 11968 Phone:631-283-6360 �v�a��oto Board of Trustees I ,:Aication GENERAL DATA Land Area(in square feet): 18,263 sf Area Zoning: R-40 Previous use of property: Residential,with single-family dwelling and detached garage Intended use of property: No change--Residential,with new single family dwelling Covenants and Restrictions: Yes X No If"Yes", please provide copy. Will this project require a Building Permit as per Town Code? X Yes No If"Yes",be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals Yes X No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by Building Dept. X Yes No Does the structure(s)on property have a valid Certificate of Occupancy X Yes No Prior permits/approvals for site improvements: Agency Date X No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description (use attachments if necessary): Demolish and remove existmg one-story dwelling,detached garage,concrete foundation,and all related structures;construct a new +/-2,516 sf, 1-story,single-family dwelling on piling foundation with attached 5-diameter spiral staircase to grade,+/-623 sf elevated deck,and 428 sf lower deck with 7.7'x+13'steps;remove existing cesspool,install new I/A sanitary system,and construct 5'x 6' steps to access elevated OWTS to be raised with+/-3'high(max.)concrete retaining wall and approximately 84 cy of clean sandy fill to be trucked in from an approved upland source;remove existing well and install new drinking water well;install stormwater drainage system;install pervious crushed shell driveway with edging;and maintain all non-structural surface area of property as an approximately 12,488 sf non-turf buffer,all as depicted on the site plan prepared by TF Engineering,PLLC,last dated August 7, 2020. Board of Trustees App atiori WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To replace an aging dwelling with a new,energy-efficient,flood-compliant dwelling located farther from wetlands;and to replace the existing nonconforming septic system with a low-nitrogen,innovative/alternative sanitary system(UA OWTS). Area of wetlands on lot: 315 square feet Percent coverage of lot: 1.7 oio Closest distance between nearest existing structure and upland edge of wetlands: 31 feet (existmg dwelling) Closest distance between nearest proposed structure and upland edge of wetlands: 44 feet (proposed dwelling) Does the project involve excavation or filling? N o X Yes (as required for removal of existing structures and installation of If yes, how much material will be excavated? TBD cubic yards proposed piling foundation,sanitary system,and drainage system) How much material will be filled? +/-84 cubic yards (as required to elevate proposed I/A OWTS) Depth of which material will be rXifiN deposited: +/-3 feet Proposed slope throughout the area of operations: N/A Manner in which material will be removed or deposited: See engineering plan prepared by TF Engineering,PLLC,last dated August 7,2020. 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): See attached addendum. ABBY TANNENBAUM 435 NARROW RIVER ROAD ORIENT,NY SCTM#1000-26-3-10 Wetlands Statement of Effect As a result of careful and forward thinking project design and associated mitigation measures, the proposed project, which seeks to replace an aging dwelling with a new, energy-efficient, flood- compliant dwelling, will have a net beneficial impact on the surrounding wetland ecosystems, including potential improvements to groundwater and surface water quality. For example, compared to the existing dwelling, the proposed dwelling will be situated a minimum of 13 feet or 42 percent farther from the freshwater wetland area situated on the adjacent vacant land to the west. And although not required in a FEMA-designated AE-6 flood zone, the new dwelling will be constructed on a piling foundation with a first floor elevation more than 6 feet higher than the required base flood elevation, making the structure substantially safer and more highly protected from potential flood damage than the existing dwelling. As significant mitigation, the existing nonconforming septic system, which consists of a single leaching pool located approximately 78 feet from the adjacent freshwater wetland area,will be removed and replaced with a low-nitrogen, innovative/alternative sanitary system (UA OWTS), whose leaching field will be located at least 110 feet from wetlands. Unlike conventional septic systems, the UA OWTS is designed to significantly reduce nitrogen loading into the groundwater table and ultimately surface waters. And as unusual and substantial environmental mitigation,the entirety of the property not covered with structural/developed surfaces (i.e., proposed dwelling, steps, decks, and driveway), will be maintained as an approximately 12,488 sf non-turf buffer, wherein only native plant species will be used for landscape materials. Thus maintaining nearly 70 percent of the property in a naturalized condition not only reduces the potential for outgoing fertilizers, pesticides, and other chemicals that can infiltrate groundwater and ultimately the surrounding wetlands and tidal waters, it enables the property to act as a more effective sink for potential incoming contaminants contained in stormwater runoff. Moreover, the combined effect of elevating the dwelling on a raised piling foundation and maintaining the majority of the property in a naturalized state maximizes the property's flood tolerance both from potential tidal flood waters and nontidal flood events induced by heavy rain events. As additional mitigation measures, a stormwater drainage system consisting of drainage chambers installed beneath the proposed deck will be installed to collect and recharge runoff, the proposed driveway will consist of a pervious crushed shell surface; and a project limiting fence will be installed to contain site disturbance and potential surface runoff during construction. Thus, consistent with the permitting standards of Chapter 275 and LWRP Policies 5 & 6, these project design and mitigation measures will further the goals of protecting and improving water quality and protecting the quality and function of the surrounding wetland ecosystems. 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I-Project Information.The applicant or project sponsor is responsible for the completion of Part 1.Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I-Project and Sponsor Information Name of Action or Project: Tannenbaum Reconstruction Project Location(describe,and attach a location map): 435 Narrow River Road,Orien,Town of Southold; SCTM#1000-26-3-10,property is located on west side of Narrow River Road,94'north of Harbor Road,refer to provided maps. Brief Description of Proposed Action: Demolish and remove existing one-story dwelling,detached garage,concrete foundation,and all related structures;construct a new +/-2,516 sf, 1-story,single-family dwelling on piling foundation with attached 5'-diameter spiral staircase to grade,+/-623 sf elevated deck,and 428 sf lower deck with 7.7'x+13'steps,remove existing cesspool,install new I/A sanitary system,and construct 5'x 6'steps to access elevated OWTS to be raised with+/-3'high(max.)concrete retaining wall and approximately 84 cy of clean sandy fill to be trucked in from an approved upland source;remove existing well and install new drinking water well;install stormwater drainage system,install pervious crushed shell driveway with edging;and maintain all non-structural surface area of property as an approximately 12,488 sf non-turf buffer,all as depicted on the site plan prepared by TF Engineering,PLLC,last dated August 7,2020. Name of Applicant or Sponsor: Telephone, 516-987-6457 Abby Tannenbaum E-Mail: abann@aol.com Address: 15 Sheridan Square,Apt. 1G City/PO: State Zip Code: New York NY 10014 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. X 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: NYS DEC,Suffolk County Department of Health Services X 3 a.Total acreage of the site of the proposed action? 18,263 sf b. Total acreage to be physically disturbed? +/-16,814 sf , c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 18,263 sf 4 Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ® Rural(non-agriculture) ❑ Industrial ❑Commercial ®Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑ Other(specify): ®Parkland Page 1 of 4 5.Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? X b Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: Name:Peconic Bay&Environs,Reason:Protect public health,water,vegetation& scenic beauty,Agency: Su o County,Date: 7-12-88 X 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9 Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies. X 10.Will the proposed action connect to an existing public/private water supply? NO YES If No, describe method for providing potable water: A new,private well is proposed. X 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: A new,UA OWTS sanitary X system is proposed. 12. a. Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? X X 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action, contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply ❑ Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ® Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered9 X 16.Is the project site located in the 100 year flood plain? NO YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO❑YES b Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g. retention pond,waste lagoon,dam)? If Yes,explain purpose and size: X 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: X 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: X I AFFIRM THAT THE INFORM BION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Robert E. rrmann,Coastal Mgmt. Specialist Date: August 11,2020 Signature: Part 2-Impact Assessment.The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)9 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 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)? Page 3 of 4 t � J No,or Moderate small to large impact impact may may occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance.The Lead Agency is responsible for the completion of Part 3.For every question in Part 2 that was answered"moderate to large impact may occur", or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part I Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts.Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude.Also consider the potential for short-term, long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date 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) Page 4 of 4 7, -51 4' , Eachp Fox repres-ents a–Wcxrn4teiq,, j7, ;�,,O 6� Y,S" F 2 ^hd'b– `e .1A 'i S z V-3 IT -72� Mulford Pt! 'D v C)UND i o90 OLD Terry FOFyi <o 000 11MI Lem —S aORIENT PS r Cem % East Marion Orient Park / mo`?I W Cem c° _ / f %�l f yo Orient -7 YC Socil Mus ST Dan; C' Pond Long Beach Bav OrientI-larbor State Tidal Wetlands 25 II Ste(Acce55 Via Browns Pt 5uffolk CourrN Hq5trorn Map #49 1, - +2,0001 Il Peters Neck Pt Orient Beach 7,7 State Park FLLN oo, k7� LH- Long Beach- Pt 16 1 H Board of Trustees App^ - ration AUTHORIZATION (Where the applicant is not the owner) I/We, Abby Tannenbaum owners of the property identified as SCTM# 1000- SCTM#1000-26-3-10 in the town of Southold . New York, hereby authorizes En-Consultants 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. A J144 rL—,- N/A Prop Own N' ignature Property Owner's Signature Abby Tannenbaum SWORN TO BEFORE ME THIS C129 DAY OF , 20_ Notary Public JESSICA FINDLAY ROWTHAIVI XVCW MBL1Q,SrAU OF NW Y0R9 R9*Wd=Na01F163WU in my Com&ft EXPIM � Board of Trustees App:'`ation AFFIDAVIT Abby Tannenbaum 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. N/A _ -_ Signatur rope 'Owner Signature of Property Owner Abby Tannenbaum SWORN TO BEFORE ME THIS _ i _ DAY OF , 20 b9l) Notary Public ` JESSICA FMLAY ROWTHAM IWARY PUBLIC,SPATE OF NEW YORY 1fo8wmflon Na 01FI63284U ,QmMed in My emmbdon Bxpim APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The pumose of this form 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. YOURNAME: Tannenbaum, Abby (Last name,first name,gaiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other-"',name the activity.) Do you personally'(or through your company,spouse,sibling,parent,or child)have a relationship with any officer-or employee of the Town of Southold? "Relationship''includes by blood,marriage;or business interest"Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownersltip-of(or employment by)a corporation in which the town officer or employee owns more than 5%ofthe shares. YES NO � If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant(agent/tepresentative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a-corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is nota corporation); C)an officer,director,partner,or employee-of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted th' v2 ay of 20 Ae Signature Print NamTannenbaum Form TS I l-- APPLICANT/AGENT/REPRESENTATIVE TRANSACTI®NAI.DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The purpose of this form 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. HPr nTnnn,Rnbe]:_-L E (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION. (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person_ Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted thislOt_ f August 2020 Signature Print Name Herrmann Form TS 1 g�FFf?(�- Glenn Goldsmith,President O�0 CSG Town Hall Annex Michael J.Domino �� �� 54375 Route 25 John M.Bredemeyer IIIy P.O.Box 1179 A.Nicholas Krupski v� Southold,NY 11971 Greg Williams ' p! Telephone(631)765-1892 ��l Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 26, 2020 En-Consultants 1319 North Sea Road Southampton, NY 11968 Re: Board of Trustees Application of Abby Tannenbaum 435 Narrow River Road, Orient SCTM# 1000-26-3-10 To Whom It May Concern: You are receiving this letter as notice that, in accordance with the Governor's Executive Order 202.1, this application is now scheduled to be heard by the Southold Town Board of Trustees, via videoconferencing on Wednesday, November 18, 2020 beginning at 5:30 P.M. Please continue to check the Town's website as the meeting date approaches for the latest meeting agenda and videoconferencing information. Also enclosed is an informational notice regarding the videoconferencing meeting and how to access the online meeting. Please mail a copy of the informational notice along with all other required paperwork to each of the adjacent property owners. Please keep a copy of said informational notice for your records so that you can access the meeting in order to have a conversation with the Board during your application review. ery Truly Yours, Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President ��0 CC�ti� Town Hall Annex Michael J. Domino 1 �' y� 54375 Route 25 John M. Bredemeyer III C.0 z , P.O.Box 1179 A.Nicholas Krupski y ® ��, Southold,NY 11971 Greg Williams 'h0� �a� � Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS WEDNESEDAY, NOVEMBER 18, 2020 5:OOPM & 5:30PM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday, November 18, 2020 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. Pursuant to Executive Order 202.1 of New York Governor Andrew Cuomo in-person access by the public will not be permitted. Town residents are invited to attend the public meetings virtually via the Zoom online platform. Written comments"may also be submitted via email to the Trustees Clerks at eli7,abethc@southoldtownny.gov and diane.disaivo@town.southold.ny.us. Said comments will be considered at the public hearing provided that they are submitted no later than 12:00 P.M. (Prevailing Time) on the day of the public hearing. The public will have access to view and listen to the meeting as it is happening via Zoom. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. Further details about how to tune in to the meeting are on the Town's website at https://www.southoldtownny.gov/calendar or call the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours of 8:OOAM —4:OOPM. Options for public attendance: - • Online at the website zoom.us, click on "join a meeting" and enter the information below. Zoom Meeting ID: 962 8115 2407 Password: 299051 • Telephone: Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak" when the application you are interested in has begun, please press *9 on your phone and wait for someone to acknowledge your request. When prompted to unmute your phone press *6. To view the application files please visit: https://www.southoldtownnV.gov At the bottom of the picture on the main screen click on the second button from-the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. Glenn Goldsmith,PresidentQS FF®1 Town Hall Annex Michael J.Domino 54375 Route 25 John M.Bredemeyer III cm P.O.Box 1179 A.Nicholas Krupski v- "y Southold,NY 11971 Greg Williams �� p'� J Telephone(631)765-1892 Fax(631)765-6641 r�Zcz_�tr BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of ABBY TANNENBAUM COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL AFTER POSTING REMAINS IN PLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE I� Robert E. Herrmann , residing at/dba Err- onsultants 1319 North Sea Road, Southampton, NY 11%8 being duly sworn, depose and say: That on the 1QLhday of November , 20 20, I personally posted the property known as 435 Narrow Diver Road, Orient; SCIM #1000-26-3-10 by placing the Board of Trustees 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 seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,November 18, 2020. Dated: (signat re Sworn to before me this /?�'k day of/L 20`0 KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK 4taa7b1lc COMMISSION N0 . 5015931 QUALIFIED IN SUFFOLK CO�,NjTY EXPIRES AUGUST 2 . 20__ NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: Abby Tannenbaum SCTM#1000-26-3-10 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Demolish and remove existing one-story dwelling,detached garage,concrete foundation,and all related structures;construct a new+/-2,516 sf, 1-story,single-family dwelling on piling foundation with attached 5'-diameter spiral staircase to grade,+/-623 sf elevated deck,and 428 sf lower deck with 7.7'x+13'steps; remove existing cesspool,install new I/A sanitary system,and construct 5'x 6'steps to access elevated OWTS to be raised with+/-3'high(max.)concrete retaining wall and approximately 84 cy of clean sandy fill to be trucked in from an approved upland source;remove existing well and install new drinking water well;install stormwater drainage system; install pervious crushed shell driveway with edging;and maintain all non-structural surface area of property as an approximately 12,488 sf non-turf buffer,all as depicted on the site plan prepared by TF Engineering,PLLC. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 435 Narrow River Road,Orient 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: Wed.,Nov. 18,2020 @ 5:30 PM via Zoom(meeting access info attached) You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. Abby Tannenbaum PROPERTY OWNERS NAME: 15 Sheridan Square,Apt. 1G MAILING ADDRESS: New York,NY 10014 PHONE #: 516-987-6457 AGENT: En-Consultants MAILING ADDRESS: 1319 North Sea Road, Southampton,NY 11968 PHONE #: 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: SCTM#1000-26-3-2 2063 Homecrest Avenue Babis Krasanakis&Maria Josephine Brookyn,NY 11229-2711 SCTM#1000-26-3-3 50 East 10th Street,Apt. 7A Nina Eshoo New York,NY 10003 SCTM#1000-26-3-9 111 Pennsylvania Avenue James McLaughlin Yonkers,NY 10707 SCTM#1000-26-3-11 429 Highfield Loop Mildred Pascucci Myrtle Beach,SC 29579 SCTM#1000-26-3-12 PO Box 507 Catherine Matthews Orient,NY 11957 SCTM#1000-27-4-8 PO Box 70 Oysterponds Historical Society Orient,NY 11957 SCTM#1000-27-4-9.5 Attn:Bureau of Real Property New York State DEC SUNY,50 Circle Road Stony Brook,NY 11790-2356 STATE OF NEW YORK COUNTY OF SUFFOLK Robert E.Herrmann doing business at En-Consultants 1319 North Sea Road Southampton,NY 11968 being duly sworn, deposes and says that on the 10th day of November '2020 , 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 at Southampton , that said Notices wer ailed to each of said persons by (certified)(ragiaOmvdc mail. RoberE.Vamann Coastal Managment Specialist Sworn to before me this 10th day of j November )20 20 KIM H . STEPHEN S P NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 5015931 Notary QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 20--�Ljf it - - I I ( ' • Service" • CERTIFIED MAILRECEIPT P 17 ru CERTIFIED RECEIPT fu Domestic Mail Only its I. • Certifiednly 1:0 0' F F 5 C LA L Lo-ag-z-, o IF A L U-. Mad Fee ��� t rp n� Q $ �1�. 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MAIV RECEIPT ' Rome tic Mail Onfiv rn _U Certified Mail Fee q dv $ X ®�r Q Extra Seryices&Fees(check box,add fee as appropdate) N, Q Q ❑Return Receipt(hardcopy) $ Q [IReturn Receipt(electronic) $ Q postmark J )f Q ❑Certified Mail Restricted Delivery $ Here d rod 1 Q [:]Adult Signature Required $ 1 g ❑Adult Signature Restricted Delivery$ Er Q Postage � Total Po - — C3 $ ent r°, New York State DEC -- N siieeiii Attn: Bureau of Real Property _________ SUNY, 50 Circle Road city its ------ Stony Brook,NY 11790-2356 NOTICE F HEARING NOTICE IS HEREBY GIVEN that a Public Hearing concerning this property will be held by the Southold Town Board of Trustees " via the online Zoom platform. OWNERS) OF RECORD: ABBY TANNENBAUM SUBJECT OF PUBLIC HEARING: For a Wetland Permit to remove existing one-story dwelling, detached garage, concrete foundation, and all related structures; construct a new ±2,516sq.ft., one-story, single- family dwelling on piling foundation with attached 5' diameter spiral staircase to grade; ±623sq.ft. elevated deck; and 428sq.ft. lower deck with 7.7'x±13' steps; remove existing cesspool, install new 1//A sanitary system, and construct 5'x6' steps to access elevated OWTS to be raised with ±3' high (max.) concrete retaining wall and approximately,84 cubic yards of clean sandy fill to be trucked in from an approved upland source; remove existing well and install new drinking water well; install stormwater drainage system; install pervious crushed shell driveway with edging; and maintain all non-structural surface area of property as an approximately 12,488sq.ft. non-turf buffer. Located: 435 Narrow River Road, Orient. SCTM# 1000-26-3-10 TIME & DATE OF PUBLIC HEARING: Wednesday, November 18, 2020 — at or about 5:30P.M. — To access the Zoom meeting please see the meeting agenda located in the Trustees section of the Town website. If you have an interest in this project, you are invited to view the Town file(s) through the Southold Town website. To view the application files please visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 211 ; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. BOARD OF TRUSTEES *TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM `b Of PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A * 1000 26 3 10 STORM-WATER,GRADING,DRAINAGE AMP EROSION CONTROL PLAN Dj­isFr—icE Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM#/WORK ASSESSMENT Yes No a.What is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off (include Total Area of all Parcels located within 18,263 sf Generated by a Two(2")Inch Rainfall on Site? Elthe Scope of work for Proposed Construction) (S F./Acres)) (This item will include all run-off created by site b,What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed Site improvements and the permanent creation of construction activity? (S F/Acres) impervious surfaces) 2 Does the Site Plan and Survey Show All Proposed \ , ❑ PROVIDE BRIEF PROJECT DESCRIPTION(Provide Additional Pages as Needed)) Drainage structures Indicating Size&Location?Thisfes( item shall include all proposed Grade Changes and Demolish and remove existing one-story dwelling,detached garage,concrete Slopes Controlling Surface Water Flow, foundation,and all related structures,construct a new+/-2,516 sf,1-story, 3 Does the Site Plan and/or Survey describe the erosion ❑ single-family dwelling on piling foundation with attached 5'-diameter spiral and sediment control practices that will be used to staircase to grade,+/-623 sf elevated deck,and 428 sf lower deck with 7.7'x control site erosion and storm water discharger This +13'steps,remove existing cesspool,install new I/A sanitary system,and Item must be maintained throughout the Entire Construction Period construct 5'x 6'steps to access elevated OWTS to be raised with+/-3'high (max.)concrete retaining wall and approximately 84 cy of clean sandy fill to be 4 Will this Project Require any Land Filling,Gradin or Excavation where There is a change to t e Natura trucked in from an approved upland source,remove existing well and install new Existing Grade involving more than 200 Cubic Yards Ix drinking water well,install stormwater drainage system;install pervious crushed of Material within any Parcel? shell driveway with edging,and maintain all non-structural surface area of 5 Will this Application Require Land Disturbing Activities property as an approximately 12,488 sf non-turf buffer,all as depicted on the site Encompassing an Area in Excess of Five Tousand plan prepared by TF Engineering,PLLC,last dated August 7,2020 (5,000 S F)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site?Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100)feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes Elare part of a larger common plan that will ultimately disturb one or more acres of lands, which Exceed Fifteen(15)feet of Vertical Rise to Including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit is required for storm water discharges- iQ SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit O Will Driveways,Parking Areas or other impervious or Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off ❑ X 1 The SWPPP shall be prepared prior to the submittal of the NOI The NOI shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, ❑ required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit In addition,the SWPPP shall Area?(This item will NOT include the installation of Driveway Aprons) identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges NOTE If Any Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S F &1 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that is knowledgeable in theprinciples and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit g P 8 (NOTE.A Check Mark(X)and/or Answer for each Question is Require for a Completed Application) STATE OF NEW YORK, COUNTY OF -Suffolk lk----------------------- SS That I, Robert E.He=anri being duty sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that he/she is the Agent for Owner - - ------------------------ ----------------------------------------------------------------------------------------------------- (Owner,Contractor,Agent,Corporate Officer,etc Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application,that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed.in the manners set forth in the application filed herewith. Sworn to before me this, --------------------10th-- - - -------day of August ------------------ ,20 24 Notary Public �- X-H-- S T E PP-E-IT$------------------- N 0 T (signature of A lic nt FORM - 06/10 STATE OF NEW YORK COMMISSION N0 . 5015931 QUALIFIED IN SUFFOLK CO N T Y EXPIRES AUGUST 2 , 20 � 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 significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus,_ each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 26 - 3 - 10 PROJECT NAME Abby Tannenbaum The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 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: Demolish and remove existing one-story dwelling,detached garage,concrete foundation,and all related structures;construct a new +/-2,516 sf, 1-story,single-family dwelling on piling foundation with attached 5'-diameter spiral staircase to grade,+623 sf elevated deck,and 428 sf lower deck with 7.7'x+/-IYsteps;remove existing cesspool,install new UA sanitary system,and construct 5'x 6'steps to access elevated OWTS to be raised with+/-Thigh(max.)concrete retaining wall and approximately 84 cy of clean sandy fill to be trucked in from an approved upland source;remove existing well and install new drinking water well;install stormwater drainage system;install pervious crushed shell driveway with edging; and maintain all non-structural surface area of property as an approximately 12,488 sf non-turf buffer,all as depicted on the site plan prepared by TF Engineering,PLLC,last dated August 7,2020. F1 Location of action: 435 Narrow River Road,Orient Site acreage: 18,263 sf Present land use: Residential,with single family dwelling adn detcahed garage Present zoning classification: R-40 2. If an application for the proposed action,has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Abby Tannenbaum (b) Mailing address: 15 Sheridan Square,Apt. 1G New York,NY 10014 (c) Telephone number: Area Code 516-987-6457 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No® If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster,a pattern of development in the Town of Southold that enhances community character, preserves open 'space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ❑Yes 1:1No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable /1 I Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ®Yes ❑ No ❑ Not Applicable Although not required in a FEMA-designated AE-6 flood zone,the new dwelling will be constructed on a piling foundation with a first floor elevation more than 6 feet higher than the required base flood elevation,making the structure substantially safer and more highly protected from potential flood damage. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ® Yes ❑ No ❑ Not Applicable See attached addendum. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ®Yes ❑ No ❑ Not Applicable ABBY TANNENBAUM 435 NARROW RIVER ROAD ORIENT,NY SCTM#1000-26-3-10 LWRP Policies 5 & 6 As a result of careful and forward thinking project design and associated mitigation measures,the proposed project, which seeks to replace an aging dwelling with a new, energy-efficient, flood- compliant dwelling, will have a net beneficial impact on the surrounding wetland ecosystems, including potential improvements to groundwater and surface water quality. For example, compared to the existing dwelling, the proposed dwelling will be situated a minimum of 13 feet or 42 percent farther from the freshwater wetland area situated on the adjacent vacant land to the west. And although not required in a FEMA-designated AE-6 flood zone, the new dwelling will be constructed on a piling foundation with a first floor elevation more than 6 feet higher than the required base flood elevation, making the structure substantially safer and more highly protected from potential flood damage than the existing dwelling. As significant mitigation, the existing nonconforming septic system, which consists of a single leaching pool located approximately 78 feet from the adjacent freshwater wetland area,will be removed and replaced with a low-nitrogen, innovative/alternative sanitary system (UA OWTS), whose leaching field will be located at least 110 feet from wetlands. Unlike conventional septic systems, the UA OWTS is designed to significantly reduce nitrogen loading into the groundwater table and ultimately surface waters. And as unusual and substantial environmental mitigation, the entirety of the property not covered with structural/developed surfaces (i.e., proposed dwelling, steps, decks, and driveway), will be maintained as an approximately 12,488 sf non-turf buffer, wherein only native plant species will be used for landscape materials. Thus maintaining nearly 70 percent of the property in a naturalized condition not only reduces the potential for outgoing fertilizers, pesticides, and other chemicals that can infiltrate groundwater and ultimately the surrounding wetlands and tidal waters, it enables the property to act as a more effective sink for potential incoming contaminants contained in stormwater runoff. Moreover, the combined effect of elevating the dwelling on a raised piling foundation and maintaining the majority of the property in a naturalized state maximizes the property's flood tolerance both from potential tidal flood waters and nontidal flood events induced by heavy rain events. As additional mitigation measures, a stormwater drainage system consisting of drainage chambers installed beneath the proposed deck will be installed to collect and recharge runoff, the proposed driveway will consist of a pervious crushed shell surface; and a project limiting fence will be installed to contain site disturbance and potential surface runoff during construction. Thus, consistent with the permitting standards of Chapter 275 and LWRP Policies 5 & 6, these project design and mitigation measures will further the goals of protecting and improving water quality and protecting the quality and function of the surrounding wetland ecosystems. See attached addendum. 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® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Son n id s water-dependent uses and proi' "�e siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. 1:1Yes ElNo ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY ECoastal Management Specialist DATEAugust 11,2020 RobertIKAEann Amended on 811105 EN-CONSULTANTS August, 2020 Town of Southold r�, _=LE Board of Trustees 54375 Main Road Jl Post Office Box 1179 4,; AUG 1 1 2020 Southold,New York 11971 Re: Abby Tannenbaum 435 Narrow River Road, Orient Board of lrr s'�es SCTM#1000-26-3-10 Dear Board of Trustees: In regard to the above referenced property, enclosed are the following for the Board of Trustees review: 1. Four(4)Wetland Permit Applications including: a) Authorization&Disclosure Forms; b) Transactional Disclosure Form for agent; c) Short Environmental Assessment Form; d) LWRP Consistency Assessment Form. 2. Site Plan C-1 prepared by TF Engineering, PLLC, last dated August 7, 2020 and Septic Details C-2, dated July 31, 2020. 3. Survey prepared by Kenneth M.Woychuck land Surveying,PLLC, dated January 18,2020. 4. One(1) set of site photographs. 5. Application fee of$250.00. I hope this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. knrHerrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 p 631.283 6360 f 631.283.6136 www.enconsu[tants.com environmental consulting