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HomeMy WebLinkAboutTR-9930 Glenn Goldsmith,President a So(fj� Town Hall Annex ® 54375 Route 25 A. Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 28, 2024 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: PECONIC RIVER, LLC 450 BASIN ROAD, SOUTHOLD SCTM# 1000-81-1-18.1 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, April 17, 2024: RESOLVED that the Southold Town Board of Trustees grants a Final One (1) Year Extension to Wetland Permit#9930, as issued on June 16, 2021, and Amended on June 15, 2022, on April 19, 2023, and Amended again on January 17, 2024. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, m Glenn Go smith, Pr ident Board of Trustees GG/ec i Glenn Goldsmith,President ��\O cOy� Town Hall Annex A.Nicholas Krupski,Vice Presid• coent o < 54375 Route 25 Eric Sepenoski ,x P.O.Box 1179 Liz Gillooly �y • ��v Southold,NY 11971 Elizabeth Peeples l '1a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time:h4pn l IS,2024 Completed infield by: Et%-L Aekln Pef-pliL En-Consultants on behalf of PECONIC RIVER, LLC requests the Final One (1) Year Extension to Wetland Permit#9930, as issued on June 16, 2021, and Amended on June 15, 2022, on April 19, 2023, and Amended again on January 17, 2024. Located: 450 Basin Road, Southold. SCTM# 1000=81-1-18.1 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment ✓Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: 00 A\1 issue exkMjoy% N'( oorml� Rj30 Present Were: G. Goldsmith N. Kru ski E. Sepenoski L. Gillooly E. Peeples i r � ®At ! EN-CONSULTANTS 2°d PERMIT EXTENSION REQUEST April 2,2024 Town of Southold APR ~ 3 Board of Trustees Post Office Box 1179 Southold Town Southold,New York 11971 Board of Trustees Re: Permit#9930 450 Basin Road, Cutchogue SCTM#1000-81-1-18.1 Dear Board of Trustees: The above referenced permit is due to expire June 16,2024. As the approved work has not been completed,please accept this letter as a request for the second and final a one-year extension. The permit extension fee of$100.00 is attached. Thank you in advance for your attention to this matter. Yours tr Robert E. Herrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting Glenn Goldsmith,President �QF so Town Hall Annex A. Nicholas Krupski,Vice President ®� ®� 54375 Route 25 ® P.O. Box 1179 Eric Sepenoski !�i l�E Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples � a� Fax(631) 765-6641 c®UIt9�,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 18, 2024 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: PECONIC RIVER, LLC 450 BASIN ROAD, SOUTHOLD SCTM# 1000-81-1-18.1 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, January 17, 2024: WHEREAS, En Consultants, on behalf of PECONIC RIVER, LLC applied to the Southold Town Trustees for an Amendment to Wetland Permit#9930 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated December 26, 2023, 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 proposed action be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the LWRP Coordinator recommended that the detached deck be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policy of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: deck location will no longer be seaward of flood zone, and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on January 17, 2024, at which time all interested persons were given an opportunity to be heard, and, 2 WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, I WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, BE IT FURTHER RESOLVED, that the Board of Trustees APPROVE the Amendment to Wetland Permit#9930, for a revised site design that results in a reduction in the combined structural footprint of the proposed dwelling, deck and pool, specifically to demolish existing two-story, 2,300 sf, FEMA- noncompliant, single-family dwelling with 460 sf attached deck and 761 sf detached garage, and construct new 1 and 2-story, 2,576 sf, FEMA-compliant, single-family dwelling with a 2.3' x 29.1' easterly roof overhang, 6.1' x 17'4 and 15.5' x 20' covered porches and steps, 4.9' x 10.6' and 5' x 12.8' areaways, 17' x 40' swimming pool (equipped with saltwater filtration system), 1,293 sf attached deck with steps and, on top of deck, 5.8' x 6.5' enclosed seasonal bathroom, 4' x 5.5' outdoor shower, and 6.5' x 10.8' trellis over outdoor bbq; remove existing nonconforming septic system located +42' from bulkhead, and install new I/A OWTS sanitary system more than 100 feet from bulkhead; install a drainage system of drywells to collect and recharge roof runoff and pool backwash; install new pervious gravel driveway.and parking areas; install 4' high pool enclosure fencing, pool equipment/heat pumps, generator, and 500 gal underground propane tank; remove specified trees located no closer than +69 feet from bulkhead; and establish 27' to 39' wide, approximately 5,959 sf vegetated buffer area adjacent to bulkhead, consisting of approximately 4,259 sf embankment and approximately 1,700 sf area up to 10 feet landward of top of bank and retaining wall; and as depicted on the site plan prepared by DiLandro Andrews Engineering, last dated December 14, 2023, and stamped approved on January 17, 2024. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: None Very truly yours, Glenn Goldsmith President, Board of Trustees GG/dd Glenn Goldsmith,President �O�pS11FF0(�ea Town Hall Annex A.Nicholas Krupski,Vice Presidento ''e 54375 Route 25 Eric Sepenoski ,? P.O.Box 1179 Liz Gillooly �y • �� Southold,NY 11971 O Elizabeth Peeples ��� �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: ZcflZ Completed in field by: En-Consultants on behalf of PECONIC RIVER, LLC requests an Administrative Amendment to Wetland Permit #9930 to authorize a revised site design that results in a reduction in the combined structural footprint of the proposed dwelling, deck and pool, specifically to demolish existing two-story, 2,300 sf, FEMA-noncompliant, single-family dwelling with 460 sf attached deck and 761 sf detached garage, and construct new 1 and 2-story, 2,576 sf, FEMA-compliant, single-family dwelling with a 2.3' x 29.1' easterly roof overhang, 6.1' x 17'4 and 15.5' x 20' covered porches and steps, 4.9' x 10.6' and 5' x 12.8' areaways, 17' x 40' swimming pool (equipped with saltwater filtration system), 1,293 sf attached deck with steps and, on top of deck, 5.8' x 6.5' enclosed seasonal bathroom, 4' x 5.5' outdoor shower, and 6.5' x 10.8' trellis over outdoor bbq; remove existing nonconforming septic system located +42' from bulkhead, and install new I/A OWTS sanitary system more than 100 feet from bulkhead; install a drainage system of drywells to collect and recharge roof runoff and pool backwash; install new pervious gravel driveway and parking areas; install 4' high pool enclosure fencing, pool equipment/heat pumps, generator, and 500 gal underground propane tank; remove specified trees located no closer than +69 feet from bulkhead; and establish 27' to 39' wide, approximately 5,959 sf vegetated buffer area adjacent to bulkhead, consisting of approximately 4,259 sf embankment and approximately 1,700 sf area up to 10 feet landward of top of bank and retaining wall. Located: 450 Basin Road, Southold. SCTM#: 1000-81-1-18.1 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: �hapt.275 Chapt. 111 other Type of Application: eWetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: (,� 1 ����'^' �����✓ wu� Cantrell, Elizabeth From: Gordon Henry <gordonhenr@gmail.com> Sent: Monday,January 15, 2024 1:32 PM To: Rob Herrmann Cc: Joe Mazza; Cantrell, Elizabeth Subject: [SPAM] -450 Basin Road Hi Rob, I received the notice of a proposed amendment to the Town wetlands permit for 450 Basin Road and have no objections.I am responding for myself personally as a neighbor as well as for the Paradise Point Association of which I am President. Sincerely, Gordon M. Henry PS: I also received the green return receipt requested card and am mailing that to you via USPS. Gordon M. Henry c: 917-562-7604 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: Peconic River LLC SCTM#1000-81-1-18.1 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Administratively amend Wetlands Permit No.9930 to authorize a revised site design that results in a reduction in the combined structural footprint of the proposed dwelling,deck and pool,specifically to demolish existing two-story,2,300 sf, FEMA-noncompliant,single-family dwelling with 460 sf attached deck and 761 sf detached garage,and construct new l and 2-story, 2,576 sf,FEMA-compliant,single-family dwelling with a 2.3'x 29.1'easterly roof overhang,6.1'x 174 and 15.5'x 20'covered porches and steps,4.9'x 10.6'and 5'x 12.8'areaways,17'x 40'swimming pool(equipped with saltwater filtration system),1,293 sf attached deck with steps and,on top of deck,5.8'x 6.5'enclosed seasonal bathroom,4'x 5.5'outdoor shower,and 6.5'x 10.8'trellis over outdoor bbq;remove existing nonconforming septic system located+42'from bulkhead,and install new I/A OWTS sanitary system more than 100 feet from bulkhead;install a drainage system of drywells to collect and recharge roof runoff and pool backwash;install new pervious gravel driveway and parking areas;install 4'high pool enclosure fencing,pool equipment/heat pumps, generator,and 500 gal underground propane tank;remove specified trees located no closer than+69 feet from bulkhead;and establish 27'to 39'wide,approximately 5,959 sf vegetated buffer area adjacent to bulkhead,consisting of approximately 4,259 sf embankment and approximately 1,700 sf area up to 10 feet landward of top of bank and retaining wall,all as depicted on the site plan prepared by DiLandro Andrews Engineering,dated March 19,2021,last revised December 14,2023. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 450 Basin Road, Southold 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,Jan. 17,2024 @ 5:30 pm,Town Hall Meeting Room,53095 Main Rd,Sotithold 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. Peconic River LLC c/o Adam Prestandrea, Member PROPERTY OWNERS NAME: 90 Lafayette Avenue MAILING ADDRESS: Sea Cliff,NY 11579 PHONE #: 212-993-7032 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#1000-81-1-16.7 580 Basin Road Mary S.Zupa Southold,NY 11971 SCTM#1000-81-1-19 70 Beachside Drive,Apt.202 Joseph&Laura Mazza Vero Beach,FL 32963-9599 SCTM#1000-81-3-29 3560 So.Ocean Blvd.,Apt.706 Paradise Point Association So Palm Beach,FL 33480 c/o Gordon Henry SCTM#1000-81-1-13.1 c/o Kevin&Doreen Barr AR AN BHA LLC 33A Pumpkin Cay Road Key Largo,FL 33037 SECTION • / • DELIVERY COMPLETE THIS I ■ Complete items 1,2,and 3. A. Signature ❑Agentent in Print our name and address on the reverse X ❑Addressee ssee so that we can return the card to you. ■ Attach this card to the back of the mail piece. `;:`�, ' B. Received,by rlthd !7TDate of Delivery P or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No ;r L- Mary S. Zupa 1 3. Service Type ❑Priority Mail Expresso 580 Basin Road ❑Adult Signature ❑Registered MAT" ❑Adult signature Restricted Delivery ❑Registered Mail Restricted Southold,NY 11971 ;I ❑Certified Mail® Delivery ❑Certified Mail Restricted Delivery ❑Signature Confirmation'" ❑Collect on Delivery ❑Signature Confirmation 2 - ❑Collect on Delivery Restricted Delivery? R ; estricted Delivery ` ' ` i ' _❑Insured Mail; !, EI 395 1409 '745 US ❑insured Mail Restricted Delivery. STA' over$500) COU, PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt 1, Robert E. Herrmann doing business at En-Consultants 1319 North Sea Road Southampton,NY 11968 , being duly sworn, deposes and says that on the 12th day of January ,20 24 , 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 were iled to each of said persons by ( titGi�x>� �sdaea�edc) mail. I I Robert E. Herrmann Coastal Managment Specialist Sworn to before me this 12th day of January --,2024 KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION N0 , 50 15 93 1 Notary blic eUALIFI IN SUFFOLK COUNTY EXPIRES ANGUST 2 , 20� USPS Tracking® FAQs > Track Packages Get the free Informod DeliveryO feature to receive Learn More Anytime,Anywhere automated notificecions on your packages (https://reg.usps.com/xsell? app=UspsTools&ref=ho nepageBanner&appURL=https%3A%2F%2Finformeddelivery.usps.com/box/pagesfintro/startaction) Tracking Number: Remove X E1395409745US Copy Add to Informed Delivery(https://informeddelivery.usps.com/) Delivered Latest Update Delivered,Leftwith Individual SOUTHOLD,NY 11971 Your item was delivered to an individual at the address at 10:43 January 13,2024, 10:43 am am on January 13,2024 in SOUTHOLD,NY 11971.The item was signed for by M ZUPA. See All Tracking History What Do USPS Tracking Statuses Mean? 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FAQs USPS Tracking' FAQs > Track Packages Get the free Informod Delivery®feature to receive Learn More Anytime,Anywhere automated notifications on your packages (https://reg.usps.com/xsell? app=UspsTools&ref=ho nepageBannar&appURL=https%3A%2F%2Finformoddelivery.usps.com/box/pagesAntro/start.action) Tracking Number: Remove X E1395409706US Copy Add to Informed Delivery(https://informeddelivery.usps.com/) Delivered Latest Update Delivered, In/At Mailbox VERO BEACH, FL 32963 Your item was delivered in or at the mailbox at 12:36 pm on January 13,2024, 12:36 pm January 13,2024 in VERO BEACH, FL 32963.Waiver of signature was exercised at time of delivery. see All Tracking History What Do USPS Tracking Statuses Mean? 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FAQs USPS Tracking' FAQs > Track Packages Get the free Informod DeliveryO feature to receive Learn More Anytime,Anywhere automated notifications on your packages (hftps://rog.usps.com/xsell? app=UspsTools&ref=ho nepageBanner&appURL=https%3A%2F%2Finformeddelivery.usps.com/box/pagesMtro/start.action) Tracking Number: ��/tc,lrfZ ��'''� ArSvc• Remove X E1395409737US Copy Add to Informed Delivery(https:Hinformeddelivery.usps.com/) Delivered Latest Update Delivered,Front Desk/Reception/Mail Room PALM BEACH,FL 33480 Your item was delivered to the front desk,reception area,or mail January 13,2024,4:40 pm room at 4:40 pm on January 13,2024 in PALM BEACH,FL 33480.Waiver of signature was exercised at time of delivery. see All Tracking History What Do USPS Tracking Statuses Mean? Get More Out of USPS Tracking: (https://faq.usps.com/s/article/Where-is-my- USPS Tracking Plus® package) Text&Email Updates u Proof of Delivery u USPS Tracking Plus@ u T CD rD O. 0- Product Product Information u o 0 See Less Track Another Package [Enter tracking or barcode numbers Need More Help? Contact USPS Tracking support for further assistance. FAQs + USPS Tracking Tracking FAQs Remove Tracking Number: See Less E1395409723US Copy Add to informed Delwery Delivered Latest Update Delivered,Leftwith Individual KEY LARGO.FL 33037 Your item was delivered to an individual at the address at 12.09 January 16,2024,1209 pm pm on January 16,2024 in KEY LARGO,FL 33037.The item was signed for by D BARR. seo All Trucking Ifistary What Do USPS Tracking Statuses Mean? Get More Out of USPS Tracking: USPS Tracking Plus', Text S Email Updates Proof of Delivery USPS Tracking Plus@ Product Information Track Another Package Enter tracking or barcode numbers Need More Help? Contact USPS Tracking support for further assistance. FAQs GENERAL NOTES: 1. THE DESIGN ENGINEER SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND DURING SYSTEM. HE OWTS INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLK DlLandrO COUNTY DEPARTMENT OF HEALTH AND SHALL BE AN AUTHORIZED INSTALLER. Andrews i _.... <_ �___� .:_. Fngineering 3. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK SOUTHOLD COUNTY DEPARTMENT OF HEALTH. THE ENGINEER OF RECORD.SHALL PROVIDE RECORD B DOCUMENTS AS REQUIRED BY SCDH. ' 158 County Rd. 39 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE Suite 10 PROVIDER AND THE PROPERTY OWNER SHALL BE PROVIDED-T.*THE SCDH. EXISTING Southampton, N.Y.11968 5. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREq,M OF THE OWTS. �� " tiF SEPTIC TBR Office/Fax (631) 259-3959 6. OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVAL TO THE SITE USING A METHOD APPROVED BY THE MANUFACTURER. 3 m TIE LINES o Profes;�rfv�T�S�ait �. 7. ALL ELECTRICAL LINES FROM THE DWELLING TO THE CONTROL PANEL-AND FROM THE '�s s �� z 5'x4.5' � Z �'C'' DI `�l0 CONTROL PANEL TO THE JUNCTION BOX SHALL BE SEALED AND WATER TIGHT. . o FLO-THRU DECK , 1, ��P J�,`N' �ti0 Cif e c� 59 MHW LINE ALONG j QQ 8. CONTROL PANEL TO BE SET ON A PRECAST CONCRETE PEDESTAL AND SET 2 INCHES `� N 88'57' 0" E 6rL� �1' VINYL BULKH ABOVE GRADE TO PREVENT WATER INTRUSION. '�`O. 46.97 �6' �D S 82'4756" r � u PROPOSED ±27' TO ±39'WIDE, 5 959 SF �� !�KYL BULKHEA • f l �,,. 9. OWTS SHALL BE LOCATED MINIMUM 3-0 FROM THE DRIVEWAY'. A 6 INCH HIGH PRECAST - ` " ` - D w/FLb-THfIV AA 99.88 BUFFER AREA, INCLUDING EXISTING S 88'15'04",W 5 �o -`y CURB SHALL BE INSTALLED IN-BETWEEN THE THE DRIVEWAY AND THE O1NTS-LF 3 FEET 4,259 SF NATURALLY VEGETATED 8.23 - - - y 1- LOGA-ON OF-PREVIOUSLY'EXIS,TIN.G RETAINING`WALL` �' SEPARATION CANNOT BE MAINTAINED. BANK AND 10' WIDE, 1,700 SF VINYL BULKH D "- .`, - _� `IN`PP CESS OF BEING-REPLACED PURSUANT TO`" - _-,` ,-r " w �'<)A) 0,97259- SEPARATION NON-TURF BUFFER TO BE s,0.- - - - -� - .`•`TOWN WETLANDS_PERMIT No.10235. "` - ` -- -w - - •-• -"- •- - 001 10. NEW I/A OWT SYSTEM TO BE VENTED THROUGH PLUMBING, ESTABLISHED IN PLACE OF EXISTING 5:3 EMBANKMENT.AREA',U DER-CONST UCTION.-" - `'`~-- NO HOUSE TRAP TO BE INSTALLED LAWN LANDWARD OF TOP OF '". - - • - . ' •`-i ` y - v PREVIOUSLY `. BANK/TIMBER RET. WALL 1.3'E ".y_ �= `_`-`.'. .' _` (o�s� t- `� ` �.,` ._ `.- `. `. ^- . . �." 9. . . `Or LOCATE TOP APPROX. LIMITPR�gF OF. Y. .-. - _ - - - OF TEMPORARILY _ B4 1 . - - PROJECT LIMITING FENCE ' GRADED SOIL. _ �0' _ " .`.`r_ x: .`. .`. '.`.`. '.`. .`. I AREA OF DISTURBANCE: ±22,450 SF. PARCEL INFORMATION: _ - �- - ---=- _ '_`. . . . '_`. --Y'- T,4 --•.--. m 'X DESCRIBED PROPERTY & LOT 4 PROPOSED :s- - ___X . _ —> =- i''�` Waw DRYWELL FOR '-jam`' - z MAP OF PARADISE POINT SEC. 1 POOL BACKWASH o FILED APR. 11TH, 1963 NO. 3761 L0 - c"r Ir ` - 2 ,.OAI® ,. o SWIMMING POOL_ 00 SITUATED AT: BAYVIEW � PIPE r — — — P PROPOSED 4 �10"OAK �. _ _ � 0 j 6- - - 3 w r- TOWN OF SOUTHOLD POOL FENCE �- _7,- , , � g - - - - -- _ -. -- - - ,, Z d- 06 SUFFOLK COUNTY, NEW YORK 1 _ � t0"OAS. 20"oA ' ¢ `-� (` ~ S.C.T.M.# 1000-81-1-17&18 - ,r - 1 Oe1K 50 w LAN J �- Ds s O AREA 32,665 S.F. OR 0.75 ACRES EXISTING GARAGE ' m -- SETBACK r �! J r- ZONING DISTRICT: R-80 TO BE REMOVED - .� .. LAND N F OF dp.12'OAK — ., ; . 1 _ _ ALLOWABLE LOT COVERAGE: 6,533 SF 20% OF LOT AREA MARY ZUPA zONE VE EL 21 / ; !- FLOOD ZONE�BOUNDA ZONE VE(EL 21) EXISTI V-� O ( ) --- - -�---�-�- - --- 6�---- �— ---- - - ---------�- ---- ?.-STORY DWELLING > 0 z O DWELLING ZONE X -- — STEP rn ZONE X �/ELLING EXISTING W/PUBLIC WATER W / - 3' A�1 33.5' r- 1wr� O - Y'RwY. \1 riru lig HOUSE: 2,300 SF.± 150' o -� D L PROPOSE K O 8 " J �$ - ..... in D D C �_ PROP SE POO � � � O . GARAGE: 761 SF.± _ - N �s _ TEST � ,WI SAL, ATER FILTRATION,'�� ELEV. ± 9. x—x x EXISTING DECK: 460 SF.± _--- - - HOLE 37' �o o DWELLING Z Q = DWELLINGS EXISTING TOTAL LOT COVERAGE: 3,521 SF.± = 10.8% --20'- TBR W�PUBLIC WATER O o PROPOSE s - - - T7 . . pe., g- 17 TRELLISdVEF— `N x ' 15D' PoM� squlP. �.`O ;COVERED � ° PRO OSE DECK; UTDOORSE � PROPOSED ENCLOSED W V O V CONTROL heat pumps 4 X 5.5 OUTDOOR W Lr) Q PROPOSED PANEL PORCH 1a t SHOWER PLUMBED TO HOUSE: 2,576 SF. ' X x x L&1;4 t PROPOSED DRYWELL DECK: 1,293 SF. SHED `" OSED 1-AND` ZZI ^� dN- LAND N F OF COVERED PORCHES 416 SF. EXISTING > io PLANTER t ¢t / o god ` `- JOSEPH MAZZZA 2-STORY DWELLING u derground 11 . 19-4< 1. 1-STORY:., 2-STORY 2-STORY SINGLE oiN O OT 3 SWIMMING POOL: 612 SF. P Pane tank I~AM LY REStC}EhiCE L t 5' :.. .. . �',;. ELEV.±20,0' N NEW TOTAL LOT COVERAGE: 4,897 SF.± = 15.0% 10CN 17 " n..`,::..:.... AREAWAY" , INTERIOR CLEANOUT iT i. : . ..,, TOTAL AREA OF DISTURBANCE: 22,450 SF. PROPOSED ENCLOSED 1o.s' SEASONAL BATHROOM PROPOSED U/G G COVERED--'- 32' ` ELECTRIC LINE �� \F�F� 'NA 5 i18 � / PORCH „�, HYDRO ACTION �:a' Z w LLI O AN-800 0 W SITE PLAN BASED ON SURVEY PREPARED BY: 14 I O PROPOSED 8' 0 00 W KENNETH M WOYCHUK LAND SURVEYING, PLLC 20" DISTRIBUTION BOX PIPE �, 0`, p PROPOSE N DRYWELL, SEE C-3 W W PROFESSIONAL_ ALDN SURVEYING AND DESIGN \ p PERVIOUS GRAVEL e� z - � � `,. � �- i I DRIVEWAY AND � Q J P.O. BOX 153 AQUEBOGUE, NEW YORK 11931 FUTURE �' PROPOSED WATER LINE PHONE (631)298-1588 FAX (631)298-1588 EXPANSION I S� "�\ s , ' , A , ARKING o z Uzbo ~ � -1 0 SURVEYED DEC. 11,2019 \ X4,24 �Mo .; 16 - 17CL 1 0" R 16 W RENT _ �,� 16 , 2 10'-0"0x8'-0" DEEP V X I PR ZUPALY PROP 'G _ 15 - 15, 15 LPACHING POOLS SANITARY SYSTEM INFORMATION: ESCRPTj,ECESSE�n' OF - - - .. Q Z TOTAL NUMBER OF BEDROOMS : 7 i �SEMENr y , W.M. 13- - 14 \ �- oo - I/A SIZE REQUIRED: 770 GPD UTILITIES E REMOVED LEACHING REQUIRED: 475 FT 2 I \ ` _ - - 12 - _ - J 12 /3 , \ EXISTING C I / 1 1 - - DRIVEWAY TBR U O r- PROPOSED SEPTIC SYSTEM: / N _ _ _ w Q (1) HYDRO ACTION AN-800 (800 GPD PROPOSED) I ��As��OQ/s_ 1 \ ���8 4 ' PIPE 3j8' �� Q = J (2) 10'-0" O x V-0" DEEP LEACHING POOL (545 SF PROPOSED) W.M.O IgTrONOIN� (1) 20" DISTRIBUTION BOX // �\ DRIVEWAY Q �'I� , HYD. �T _ �O E� P j� cE OF gVEME�T Revisions NOTE: D No. Date Description -EXISTING SEPTIC TO BE REMOVED. I 1 6/9/2022 UPDATED SITE wgTFR Mq�N 3 2/24/2023 D2 2/10/2023 ECK HOUSE TEST HOLE DATA 4 3/15/2023 DRIVEWAY DATE: FEB 14, 2020 FEMA MAP#36103C0167H --- ' �� \\ �,�� �'� ! 5 12/14/2023 UPDATED SITE DWELLINGS EL:17.0 0.0 W/PUB IC WATER ` ` i � I E D B -BROWN SANDY LOAM ML �, 150' EOARD OF `I r?USTEES _ I ( ) Designed By : PD 0 -BROWN LOAMY SAND & TOWN OF SOUTHOLD Drawn By : JL 2.8'GRAVEL (SM) ®ATE �.�� (�` Checked By : PD CONTOUR LEGEND: -BROWN MEDIUM SAND _ _ _ EXISTING CONTOURS PROPOSED SEPTIC PLAN ------ lpq AND GRAVEL (SP) 6.1' w 2 2 Date : 3/19/2021 -MEDIUM SAND AND : PROPOSED CONTOURS I SCALE: F' =20' Scale : NOTED GRAVEL (SP) ELEVATIONS SHOWN ARE BASED ON USC AND GS DATUM (NAVD 1988) EL:1.6' -WATER SAND & GRAVEL (SP) TREE LEGEND: ^1 k '7�� 17.01 a EC 2 6 2023 — v EXISTING TREES E EXISTING TREES COMMENTS: GROUND WATER ENCOUNTERED _°,� TO REMAIN TO BE REMOVED - - - - --AT 15.4' BELOW GRADE TEST HOLE BY: K.WOYCHUK LS Sheet# SAFETY SCREENS ARE TO BE INSTALLED AT ALL MANHOLE COVERS WEIGHING LESS THAN 60LBS. ALL PUMPS TO BE HARDWIRED TO CONTROL PANEL. MAIN ELECTRICAL PANEL IN-IRI K-"'SPD"°'° PLC CONTROL PANEL IA080911 7- AK-080917-1 AK-080917-1 1N- W/COMPRESSOR HYDRO ACTION CONTROL PANEL u1 `3� � PUMP,;*�, CONNECTION �1(AGIRANL PACE aEDnaN AA - REMOTE N N mom 1ao FAA an W REWIRED TOROUE FOR TERMINAL BLACK SCREWS IS 16 1n-Tw. 3 2 LOCATIONS FOR r PIPE PORTS u•NIesW � TO BE CUTOUT IF REWIRED _ DOMED SHAPE FOR ,PUMP 314W 0 ��� .^'•� MVIMWLOAOSTRENGTH /'� /'� HANDLE FOR EASY REM O VBA CB 1 7 N MOTOR ILFAA 's //,/' •^..,,�� IA1-04 16 PLC NIPIR OF SAFETY SCREEN .. BOTTOM0JWBPARI FRB POIVLd( ', P �,� A/,HP 0 LIN 14-1 f• "/', D i La n�d ro A 3006812 N MOTOR 1a0 FAA { A E 300 RIM CB 2 AIR BLOWER ®�®¢® $ • Andrews t e SA AR ..1- I .m s F nf"L'�r A W AND ALL 2/'SMOOTH WAIL - • CORRUGATED AND RIBBED RPE 300aftv a r, ~ ® N � D/u 11SV oW(C®Mo�I�i� 9 9 EPoM FOAM GASKET aedera C B 3 122 IIDID TEsr NSTA4ED HERE VANJOAD PROTECTION. CANBE VSEDWOH /N'-Q • µ,yy 2B BNN _- •, DRwRHDVT SCREWS 2e uw 'O" a PART O.24"SAFETY SCREEN uti 1 R1 Po IM•m 1 N Pl N P N C1 N 1 2 3 4 5 6 158 County Rd. 39 ,law uew PART IAL HOPE TO CONTROL Suite 10 znw. 2,3IN ,'h; MATERIAL•HDPE - �rer- O PANEL �`�'-0s ao4 I2 T•Lc INPUT Southampton, N.Y.11968 "" Nw HIGH WATER ALARM I4 PLA Dow _,23IN 4 Office/Fax (631) 259-3959 - - PART NO.3008-HOW COVER ' w 0 DOSE 17 PLC N'11r CIRCUIT BREAKER SPECIFICATIONS: 23221N DIL MATERIAL-HDPE - ❑5 ❑7 ELECTRICAL PANEL ooJUA Professional Seal aecnW aB D,IcwI COLOR-GREENREMOTE PLC W/COMPRESSOR TIROL PANEL CB A-20 AMPS W„Al �' V BPA MPS 24" LOCKING COVER - HDPE 24" 'SAFETY SCREEN - HDPE REMOTE CONTROL PANEL & PUMP VERICOMM CONTROL PANEL �`° W NOTES:MAN PAIR.DISCONNECT IRISr BE WAINPROVIDED BY MSINIER. ROILS MAN PANEL dSWNNeT MUST BE PROVIDED BY NSIALLEit ALL INFOIa1ATION COMNNED M THIS DRAWING B /. ��U D f '✓ ^\ CB 1 - NOT USED DASIIm tNEs INDICATE nEls NOT COHIANm N FIE PANEL. DASHED LINES INDICATE RENTS NOT CONTAINED M THE PRA. CONFIDENTIAL AND PROPRIETARY TO SEPTIC PRODUCTS N0. FIELD WIRING MUST BE A MINIMUM OF BO'C COPPER WIRE FIELD WRING MUST TE A MINIMUM OF BOC COPPER WIRE CB 2- 15 AMPS TO r ENVIRONMENTAL RATING OF PANEL,USE FTITMGS TO PRESERVE EIMRONMBVGL RATING OF PANEL,USE FITTINGS CHANCES TOLERANCES DRAWN IBY DATE !� WIRING DIAGRAM AND RUBS WITH SAME DMRGNMENIAL RATING AS ENCLOSURE AND HUBS Wm1 SWE ENNRONMENIAL Ia,MG AB EN«ASDTE =---C; BARRICK DATE TERMINAL CONNECTION DV.Oi IiALL0IMRS `((`, O CB 3- 15 AMPS awlDLs TDLrnNIc® mAwN SY DATE TOURANCES DRAWN Ff DATE fDP�ll2 RdaDQ'DW3 =:&TNG MATERIAL SPECIFY ION: / a.vaacl , 2 SCHOMTIC,ELECTRICAL a IVINaIX .A, SCHOAATIC,EIDCTRICAL FRACTIONAL 4 / •°D•L• NWIwL A•BO/AION a ANoIFs AS NOTED AK-080917-1 i 11 i •'A AS NOTED FULL AK-080017-1 AS NOTED nA1. AK-080917-1 2r••,a FULLL] ".E " w VOLUME CALCULATIONS w / \ rB S2 • INPUT I�l10N C a . . k (Inches) Tank Di,,eter at Bottom: A 87.50 c Tank'Diameter at Top: B 88.00 OLYLOK POLY-VENT @>_ A - 2.88" PART NO.-PCF-PLV • Tank Height: C 70.25 E r ' i MMATERIAL-AXIMUM AIR -330 CFM • \ Outlet Discharge Height: D 63.00 �`;II2 P ss , �A ,• S :,If C6amferred (Inches) OLYLOK 24"FLAT COVER • ,\ PART#-3008-WEST • D'iarlieter At Middle: E 0.00 B 13.25" q�ll�jd { ' MARTERIAL HDPE o K HeiglI Section 1: F 0.00 F 8)#12x2"HEX WASHER 43 E PI-CH �e C SECTION A-A HEAD SCREWS O O ® r /HP120 COMPRESSOR � A REMOTE ••, pone (Inures) 2 I G � MATERIAL-302-304 0REMOTE OPS STAINLESS STEEL '',� it 06 Cone Height: G 48.75 c la H ® D-D3 B 26.52" - C Cone Dia.at Bottom: H 35.00 ° 1 OLYLOK AIRPUMP MODELS" 1 E II PL-ET40,PL-ET60,PL-ET80 , 12 �•/ ~ r Cone D ameter at Mid: 1 67.00 I K PL-ET100,PL ET120,PL-ET150 20 10 10 J 1 Cone Height Section 1: J 31.25 r H C OLYLOK 12x24 BASIN Cone Diameter at Top: K 67.00 W L.-..._........._...........A_......_............d (L} l oN ON oN 9 1 `" 'IV_I O PART NO.-3008-612B • I II MATERIAL-HDPE 00 ED I CALCULATIONS M CAPACITY-3.34 CU.FT ❑ ❑ ❑ 6 >- k Qnchns) • OLYLOK VENT SCREENS I" i"' ;____ W Q 7 O PART#-RA712-CP L B Tank Ave Diameter: P, MATERIAL-ALUMINIM I I f 87.75 POLYLOK AIR PUMP BASIN � � � i i Q 'Tpnk Ave.Radius: F2 • ° PART#-3008-APB I ! 0 43.88 If Tank Chamferred � n/ Q Q Tank Diameter at Discharge: F3 87.95 mat /`, LLLL J 03 Tank Ave.Working Diameter: F4 87.72 Ave.Diameter: F,a 0.00 z Tank-Ave.Working Radius: FB 43.86 Ave.Radius: F,9 0.00 I `___ 0 'F-1- BILL OF MATERIALS ' �W D Tank Diameter Increase per inch: Fa 0.007 Tank Diameter Increase per Inch: Fzo 0.000 Z Cone Total Gallons S1: F:, 0.00 ITEM P/N DESCRIPTION 9rn • ' HA- OPS, , ® 0 "thin I FT V1:276.36 section 2 A 241024 LIO,TANK RISER 24' PL , 15.53 Cone Ave:Diameter: Fa 51.00 Diameter at Discharge: Fez 0.00 B -- RISER, TANK 24' X 12' PL 1 139.4 cm] O •', 9 C 122122 PANEL, 50-IS-L-80 , Q� f W Cone Ave.Radius: Fa 25.50 Ave.Diameter: F2, 0.00 D 100121 PUMP,AIR LINEAR 80 , W LO O A Section F10 V2:110.65 Ave.Radius: ... 0.00 DI 200067 STRAPPING, 3/4'X 10' (4)31/2'LONO --[ v• ' D2 200059 SCREW, V N10 SELF TAP PPH ZINC 4 ,�.fTLL.� Cone Diameter at Discharge: Ell 67.00 Tank Ave.Working Diameter: Fla 0.00 D3 200082 WASHER, NSO COMMON FLAT SS 4 V P �� 21 Cone Ave.Diameter: F,2 67.00 Ave.Working Radius: Fla 0.00 E 200111 TUBING, CLEAR 6MM 1 ~ v a1S-C -A120 F 240049 CLAMP, MICROGEAR / L1 N P1 N N C1 1 S 4 BILL OF MATERIALS Cope Ave.Radius: F„ 33.50 Height of Section: F27 0.00 G 100109 TUBING, HURCOBRAED 5/8' x 7/9• , Cone Distance from bottom: 114 24.50 Diameter Increase per inch: Fla 0.0000 H 180106 ADAPTER, MALE INSERT 1/2X1/2 MPT 1 - y[ ITEM P/N DESCRIPTION QTY: 1 180102 ELL, .50 PVC SCH40 90• (TXS) , i NA-ANIB00-R TANK,AN800 245 NITROGEN REDUCTION REMOTE i Height of top: F,a 17.50 Dishcharge Height: Fes 0.00 J 700001 FITTING, STRAIGHT 6MM PLASTIC 1 A TANK,AN800 245 PRETREATMENT 1 Diametet Increase per inch: Fl. 0.0000 Total Gallons S2: F. 0.00 K 700002 FITTING, SHREADER VALVE , L 180114 PIPE, ..`.0 PVC SCH40 (1)31n-LONG Co OVERRIDE ALAPi;M B 130002 SSG STANDARD I TANK CONNECTING KIT T Cone DishCharge Height: F,R 7.25 Total Gallons S1+S2: F„ 0.00 M 180103 ELL, .50 SCH40 PVC 90' (SXS) , % II�iMP mom ('. ASSEMBLY,RECIRCULATION 248 COMPLETE AN800 1 , r_.�Y . 240038 GROMMET, .50 ADAPT-A-FLEX t momD ANSOO-P ANB00 WI PLATFORM COMPLETE 1NE ECSO-30-L150-PLC EC50-30-L-150-PLC 1 OUTPUT vloo-f APPROVED BY: SIGNATURE DATE REV. PARTN Tank Cone •- 1O 2 D HA. Tank Total Volume:F32 1839,16 Cone Working Volume:F34 387.01 Z Tank Working Volume:F33 1#;48,38 Aeration Working Volume: F35 1261.37 REMOTE CONTROL PANEL ADJ800 245 NITROGEN REDUCTION SYSTEM OINR1 M ADAM �. PAT HP-100LL, 120LL nydY •C110I� "Romeo", oNATURE oerozrn o HA-AN800 � O HYDRO ACTION AN-800 I - PRESSURE TYPE HP 120LL U) 00 W HYDRO ACTION AN 800 VOLUME CALCULATION 16 ,,.7(2.57, [CFM] W W (HYDRAULIC LOAD 800 GPD) Dimensions Speccations [Unit:mm(inch)] 140 5.0 A, HP-10OLL 1-14-1-201-11- 12 SECTION A-A J�� 256 20 200 Rated Voltage V AC100 1110-120 1220-240 E 4.0 r , z F (10.08) (0.79) (7.87) Power Supply Frequen y Hz 60 50 60 0100 v 0 0 3.D I/-•� 0 0 Rated Loading Pressur kPa 17.7 E 80 CL v`/ ;. Airflow Volume 11min 100 120 ¢ 60 2.0 Ip18 222 Power Consumption W 75 90 100 40 THESE RIBS 'W^ X (n (0.71) (8.74) Noise Leve] dBA 42 1.0 PROVIDE FRICTION v, V z . . 20 FIT FOR ALL 4 PIPE � Q z Y F }} 37 o Weight kg 9.0 . N1 ( 1 (1.46) 0 10 20 30 40 50[kPaI Oj A 140 110 • ' j` (4.33) 1.0 2.0 3.0 4.0 5.0 6.0 7.0 [Pal] I- Q U Pressure THESE RIBS PR I 18.04 LFT(2.0 LFT Cl + 16.04 LFT) FRICTION FIT F W r Q FINISHED 4" PVC SCH 40 D3034 SDR35 PUMP DETAILS ALL4"PIPE o Q N W FLOOR S=4 PER FT. DISTRIBUTION BOX W/ LENGTH VARIES (MAX. 18.8) LFT _ _ J EL.: 20.0' 5.25 LFT 4" PVC SCH 40 EQUALIZERS AND 4" PVC SCH 40 D3034 SDR35 d D3034 SDR35 SAFETY SCREEN S=8" PER FT. 20" DISTRIBUTION BOX -HDPE POLYLOK 4" ROTOFLCIW S=8" PER FT. CONCRETE COVER PART NO. - 3050 -4 GRADE 1' MIN./2' MAX. GRADE ROTO-FLOW LEVELING DEVICES OR EQUIVALENT ARE Revisions •` GRADE GRADE 24" LOCKING COVERS W/SAFBTY F EL.: 17.5' BELOW GRADE EL.: 17.5' TO BE INSTALLED ON ALL DISTRIBUTION BOX OUTLETS. MATERIAL - HDPE No. Date Description SEE NOTE 1� EL.: 17.0' SCREENS AND 1" RISERS ROTOFLOW EQUALIZER VALVES 1 6/9/2022 UPDATED SITE ° EL.: 16.8 2 2/10/2023 POOL HOUSE SEE NOTE 2 _ VENT THRU ROOF OF 3 2/24/2023 DECK 4 3/15/2023 DRIVEWAY 7S PROPOSED BUILDING, _4 1' DUMMY RING III- EXTEND A MIN. OF 6" 5 12/14/2023 UPDATED SITE CLEAN OUT ® ® ® ® ABOVE ROOF LINE AND ROTATION STOPPER OR 0 0 ® ® ® em FLOW VARIABLE END PLUG IE 14.0' o I3 ® ® ® ® III= HAVE A MIN. HORIZONTAL ' ? 11;1 • IE 13.47' o to ® Is 18 _ N I'1! - p�,,, , SEPERATION OF 12 %TO CUT AWAY VIEW ,': IE 13.87' IE 13.67' om ® ® IM I-I THE SLOPED PORTION OF O Designed By: PD IE 14.38' I E 13.92' o la CM Is 2M =: 000 ® III_ THE ROOF. Drawn By: JL 0m 0 I-I CLEAN OUT Checked By : PD OTTOM VIEW TOP VIEW FRONT/SIDE VIEW r777- "` I I 10' 0 x 8' DEEP III- X STOPPER �' r (I - 3' MIN. fn END PLUG POLYLOK 20 D-BOX ' HYDRO-ACTION AN-800 LEACHING POOL - -I BOX ACCEPTS: EL 8.66 (D -I I COLLAR (_I Z PART NO.3017-20 LIGHT COVER PART NO.-3009C ~ I I III Z MATERIAL-HDPE HEAVY COVER PART N0.-3017-C20 -- CUT AWAY VIEW DATE; 8112/04 Date : 3/19/2021 NOTE: • _ GRATE- PART N0.-3017-G20 -_ O 6"TALL RISER PART NO.3009 - Scale : NOTED 1. NEW PIPE TO BE CAST IRON THROUGH AND EXTENDING 2'-0" w -I I-I 1= 12"TALL RISER PART NO.3009-R12 MIN. BEYOND BUILDING FOUNDATION WALL. . EL 5.8' , III= INTERNAL CLEAN OUT �, .,� 2. VENT THROUGH ROOF OF PROPOSED BUILDING TO EXTEND 6 BACKFILL MATERIAL TO 3 MIN. R216 MIN.ABOVE ROOF LINE AND MAINTAIN 12" MIN, HORIZONTAL BE SAND AND GRAVEL I I-) SEPARATION FROM SLOPED PORTION OF ROOF. CLEAN OUTS ARE TO BE INSTALLED: + 3. ALL JOINTS TO BE SEALED WITH CONSEAL CS-10 OR OTHER 6'-0" MIN. PENETRATION INTO VIRGIN STRATA HIGHEST EXPECTED GROUNDWATER EL.: 1.6' SIDE CUT OUT Y --- SCDFIS APPROVED SEALANT. 1 AT FACE OF BUILDING OR WITHIN TO ACCEPT R1"OF SAND & GRAVEL ) BUILDING BEFORE EXITING. 4A PRTYLNOK3001L 4 �� PROPOSED SEPTIC DESIGN ELEVATION 4n 4,� TYP.4o PLCs. - �. � 4( (SEE SEPTIC ELEVATION FOR WITCH). POLYLOK4 ROTOFLOW DEC 2 6 2023 NOT TO SCALE . � � PART#3050-4 HDPE 2) BEFORE A BEND,SWEEP OR WYE. 474 3) EVERY 75 FEET OF SEWER LINE. FRONT/SIDE VIEW heet I'd of Of,o' ( c`S I • t Glenn Goldsmith,Presidentti'1'�,�� 1 J(�J •t Town Hall Annex A.Nicholas Krupski,Vice PresidentFtrky 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly V, .§ Telephone (631) 765-1892 Elizabeth Peeples Et kyr; •Y•l➢J s ? uv i BOARD OF TOWN TRUSTEES `fi 'W'! DEC 2 6 TOWN OF SOUTHOLD Board UT.aislees LETTER OF REQUEST FOR AN AMENDMENT DATE December 19, 2023 OWNER Peconic River LLC PHONE 917-214-7417 ADDRESS c/o Adam Prestandrea, 90 Lafayette Avenue, Sea Cliff, NY 11579 AGENT En-Consultants PHONE 631-283-6360 ADDRESS 1319 North Sea Road, Southampton, NY 11968 PROPERTY LOCATION 450 Basin Road, Southold TAX MAP NO. 1000-81-1-18.1 En-Consultants for Peconic River LLC Administrative 9930: I/We request an Amendment to Permit# See attached project description. i 1 Signed By: - Robert E. Herrmann,Coastal Management Specialist PECONIC RIVER LLC 450 BASIN ROAD SOUTHOLD,NY SCTM#1000-81-1-18.1 Administratively amend Wetlands Permit No. 9930 to authorize a revised site design that results in a reduction in the combined structural footprint of the proposed dwelling, deck and pool, specifically to demolish existing two-story, 2,300 sf, FEMA-noncompliant, single-family dwelling with 460 sf attached deck and 761 sf detached garage, and construct new 1 and 2-story, 2,576 sf, FEMA-compliant, single- family dwelling with a 2.3' x 29.1' easterly roof overhang,6.1' x 17'4 and 15.5' x 20' covered porches and steps, 4.9' x 10.6' and 5' x 12.8' areaways, 17' x 40' swimming pool (equipped with saltwater filtration system), 1,293 sf attached deck with steps and, on top of deck, 5.8' x 6.5' enclosed seasonal bathroom, 4' x 5.5' outdoor shower, and 6.5' x 10.8' trellis over outdoor bbq; remove existing nonconforming septic system located+/-42' from bulkhead, and install new I/A OWTS sanitary system more than 100 feet from bulkhead; install a drainage system of drywells to collect and recharge roof runoff and pool backwash; install new pervious gravel driveway and parking areas; install 4' high pool enclosure fencing, pool equipment/heat pumps, generator, and 500 gal underground propane tank; remove specified trees located no closer than +/-69 feet from bulkhead; and establish 27' to 39' wide, approximately 5,959 sf vegetated buffer area adjacent to bulkhead, consisting of approximately 4,259 sf embankment and approximately 1,700 sf area up to 10 feet landward of top of bank and retaining wall, all as depicted on the site plan prepared by DiLandro Andrews Engineering, dated March 19,2021, last revised December 14, 2023. Board of Trustees Applic,--,ion AgTTHORIZA'TION (Where the applicant is not the owner) Adam Prestandrea, Member I/We, Peconic River, LLC owners of the property identified as SCTM# 1000- 81-1-18.1 (f ka 17 & 18) in the town of Southold New Mork, 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. Property Owner's Signature Property Owner's Signature Adam Prestandrea, Member Peconic River, LLC SWORN TO BEFORE ME THIS DAY OF otaryub c JENNIFER GERRITY PIOTARY PUBLIC,State of New York No.01 GE6393557 Qualified in Nassau County Commission Expires 06117/2023 Boars. of Trustees Applic - ' ion AFFIDAVIT Adana Prestandrea, Member Peconic River, LLC BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CON'T'AINED HEREIN ARE TRUE TO THE BEST OF HIS/HER]KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL DE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY DE 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 ICY 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 ANIS AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONTRITION OF ANY WETLAND OR COASTAL EROSION PENT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. 6�5!::�- N/A Signature of Property Owner Signature of Property Owner Adam Prestandrea, Member Peconic River, LLC SWORN TO BEFORE ME THIS ,,I,D 4� DAY OF , 20� 71NIotarPlic GERRITY tate of New York 393557 ssau County Commission Expires 0611712023 APPLICANT/AGEN T//REPRESENTATIW 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 orovide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. Adam Prestandrea, Member YOURNAME: Peconic River LLC (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 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 Ninth 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 this 2O ay of J OCy 20 ,2 S ignature Print Name am restandrea, Mem er Form TS 1 Peconic River, LLC APPLICANT/OWNER TRANSACTIONAL 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 : Herrmann, Robert 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.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit X X Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning 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 that 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 r. Submitted this ay of December 20_23_ Signature Print Name Robert E. Herrmann 1 �9 EN-CONSULTANTS REQUEST FOR ADMINISTRATIVE AMENDMENT December 19,2023 cc Town of Southold 6 C E E ` J= , Board of Trustees i► a Post Office Box 1179 DEC 2 6 Southold,New York 11971 Re: Permit#9930 Peconic River LLC 450 Basin Road, Southold SCTM#1000-81-1-18.1 Dear Board of Trustees: Please accept this letter as a request to administratively amend the above referenced permit as described on the enclosed Letter of Request for Amendment. Also enclosed are three (3) copies of a site plan prepared by DiLandro Andrews Engineering, dated March 19, 2021, last revised December 14, 2023, and a$100 payable to the Town of Southold. Sinc re , Robert . Herrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsu[tants.com environmental consulting Glenn Goldsmith,President ®F S® � Town Hall Annex ®� ®� 54375 Route 25 A. Nicholas Krupski,Vice President ® P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES April 20, 2023 TOWN OF SOUTHOLD Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: PECONIC RIVER, LLC 450 BASIN ROAD, SOUTHOLD SCTM#: 1000-81-1-18.1 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their. Regular Meeting held on Wednesday, April 19, 2023. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9930 for the installation of a half-bathroom in the 5.3'x17.4' enclosed pool equipment structure, with attached 8.1'x17.4' pergola, located atop the 1,402sq.ft. attached pool deck; and for a 11.4'x26' pergola located atop the 669sq.ft. attached north deck; and as depicted on the site plan prepared by Grant Card, R.A., last dated March 15, 2023, and stamped approved on April 19, 2023. 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 Glenn Goldsmith,President Qf S0 Town Hall Annex A. Nicholas Krupski,Vice President ® ®� 54375 Route 25 ® P.O. Box 1179 Eric Sepenoski 1 Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples � �� Fax(631) 765-6641 C®UNI�,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 20, 2023 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: PECONIC RIVER, LLC 450 BASIN ROAD, SOUTHOLD SCTM# 1000-81-1-18.1 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, April 19, 2023: RESOLVED that the Southold Town Board of Trustees grants a One (1) Year Extension to'Wetland Permit#9930, as issued on June 16, 2021. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, ^3" y awL� Glenn Goldsmith President, Board of Trustees GG:dd BUILDING INFORMATION: ° SOUTHOLD BAY APPROVED BY BOARD OF I RUSTEES Private MHW LINE ALONG WOOD BULKHEAD .�� Address: 450 Basin Road ° _ N 88 5730 E 46.97 °p'l ..�, �, o T01nlN of SOUTHOLD Residence Southold, NY 11971 X62 w o � � U (� Tidal Wetlands Boundary equal to bulkhead, DATE PD IL /� f0� W as determined by EN-Consultants 11-10-2020 s� I` [ F Tax Ma ID: 1000-81-1-18.1 —' "'-' :`: •`. . LL S 3 Map �� 11 Eki'ti A Bulkh$ad �" 82°4756' E _ 450 Basin Road 99.88' 0 • Southold, NY 1 R-80 __. 1971 Zoning District: 0 g W . . . . . S 88015'04" . - L t Area: 32,665 665 sf. (0.75 acres 0 : . . . . * *: x,T'm r'R' t' i'nin`•Walt•'•'•`•'-'•'-`-`•'-`-`•` ` ` `"` . LL VINYL BULKHEAD E i be e g Lot Coverage Calculations:ons: PROPOSED±27 TO_39 WIDE 5,959 SF Q �' . . . . . . . . - - - - - - . TINGAREA, EXISTING •:•.•.•.•.•�•� :•.•.•.•.•: NA URALLYVE TA r GE TED . . . . . . . . . . . . . . . . . . . . . Allowable Lot Covera e: 6 533 sf 20/o of Lot A ea '.+I '-*-'-'-k . Kevin O'Sullivan&Assoc. LLC , VEGETATED BANK . ( ) 4 259 SF NATURALLY VEGET T Coverage: •sn. . LL�. 0 E ANKMENT TO REMAIN 2408 Main F NON-TURF a n Street AND 10 WIDE 1 700 So Suite B . . . . . . . . . - -`To`�of'Barik` . . _ . . . . •gin. .❑ . . . . . . •.:.� •k: P i �- a ESTABLISHED IN PLACE . . . . . . . . . . _ . . . . . _ i BUFFER TO BE ES e� • .as. Brid eham U - ton. NY 119 2 e g 3 I r r^ I TIN '�. EX S G• - f � . 2 •L• LANDWARD F . 7 LAWN LA O F EXISTING — c t.._ , Tel: 631 267 .3038 X'. 0 . r" w. mb e . 17 Main House: 2 300 s f. _ -Retain:.-a' . •� I B .RET.WALL . TOP OF BANK TIM ER c n 'e' h II• :T. - i 1 f. _ N ' .tQ• 76 s Garage: �"�� . - SURVEYOR: 1 + f . f � ' 4 s ��. 60 k Dec s: - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i. . •.Oa ..:.,... . : : : : : : . . . . . . . . . . . . . .o. . . . . . . . . . . . .: . .. . . . . . . . . . . Kenneth M Woychuck Land Surveying,PLLC . . . . . . . . . . . . . . t I Lot Coverage: 3 521 sf. ± = 10.8% a : : : : . . . . . . . . . . . .. . . . . .o_.: ' : : : : : : : : : :': : :': : . •.o . �. Existing Toa C g a _. . . . . . . . . . . . . . o. . . . . . . . /. . . . . . . . . . .......:... �� . +i P.O.Box 153 � . . . . . . . . . . . . . . . . . . . . . . . . . . o. _. .. . . . . . . . . . .�n'. . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . :•:•t�:•.•:•:-'•.•'•'-'•'•' A uebo ue NY 11931 i •:y- 4 9 /: : : : : : X . . . . . . . . .... : : : : : : : : : : ::.:.:::::_ : : : : : : : : : : : : : : : : : : :': : : : : . . . �. . . . . . Tel: 631.298.1588 PROPOSED: -__. . . . . . . . . . . .". . . . . . . . . : : . ' :: ..:.: :.::. . .. . . . . . . X _. . . . �. . 3. :: .:: :. . l+ : . .a.L . .o. Main House: 2,350 sf. : . .it:.:..... ....::. : . w �. - ` X OR PROPOSED 10'WIDE±1 700 SF : : . .'o. STRUCTURAL ENGINEER: Pool Deck: 1,402 sf. a X _ _.=_::`::::::: : .....o.�. . �: . . .�. . . : : o NON-TURF BUFFER IN L •�, ... . _•.•.-�.-_•.• /_•......:•:• . .: Dilandro Andrews Engineering North Deck (BBQ) 669 sf. o i+ -o 10~ P rmanent Barrier X : :::a'�. . .w-. .•.•.•o. .•.- op of Bank 158 County Road 39 00 o PLACE OF EXISTING LAWN 0 �: c+'> o v Cod Compliant Z `: Entry Porch: 33 sf. r: 0 0 �C P Gate n P of —_� ::::::: Southampton, NY 11968 Fence(4-0 tall) F nce ^ ,n • • • Existing Tel: 631.259.3959 CD a +I 4e a 0 r . . . 9 Nei Swimming Pool: 681 sf. m a m istin 2-Sto Self los n 0 +I o c ghbor's o x. rn _-__ _, ( 9) �, L .6 Swimming Pool New Total Lot Coverage: 5,135 sf= 15.7% N N • - -.__ Dwellin o be removed Existing Septic.i, a 01 01. • o -- • o Z pin t i Permanent Barrier (0 to G o -� - to be removed .. .;' ryjAL- I/112_ o -- •, 24 Allowable GFA: N/A Code Compliant Pool CD CD o ; Fence(4'-0"tall) Z ---_ a +1 20 O • - ::r ..:.._..::_ 14" - � 0 0 0 \fid,► ��0 Proposed Building GFA: - .. - 0 • 10" ................. 1 st Floor: 2,350 sf. Oa N/F _ a o �s--- :.. : �`� r�-' �h ` OF MARY ZUPA - - - Y ..................: 2nd Floor. 1 256 sf. r 1000-81-1-16.7 -... Permanent Barrier ............... Total Building GFA: 3,606 sf. • 10" ode Compliant Pool 1000-81-1-19 n ..........Oa Fence(4'-0"tall) Permanent Barrier Code Compliant Pool i Proposed linear Fence(4'-0"tall) drain at patio ...........i' ZLU - - - Existing s ��•�, �= fde.eq��� NOTES: edge piped to 10" �" _ Proposed I I' Neighbor drywell 1 Oak r House O - -- ................. . linear a I X � drain at patio 1-SANITARY SYSTEM INFORMATION, SEE PROPOSED SEPTIC DESIGN PLAN BY FLOOD Z 0 N X • Oa 10" 18" _ - - Proposed edge piped to DILANDRO ANDREWS ENGINEERING FOR ADDITIONAL DETAILS. 10 ONE E(EL 2 � � X Oak pa _ -- 26'x11.4' Pergola ------------ - - drywell p e ------------ ---- .. BOUNDARY - - - - - - - - - - - - - - - _------_4�8--------t7rtwoad st ----- � '�---- -- N ' „ Permanent Barrer Cod - - - - - - - - - - - - - - - - -I Compliant Pool Fence(4'-0”tall) 2-SITE PLAN BASED ON SURVEY PREPARED BY: - - + OakI PROFESSIONAL LAND SURVEYING AND DESIGN R \TER -- TATER WATER - - - - - - - - - - - - - - - - - - - - - -- - - - KENNETH M WOYCHUK LAND SURVEYING, PLLC ( WATER WA ER WATER _ WATER WATE ZONE ( _ y \ Propose Wood Deck on wood postsI SURVEYED APRIL 19,2021 ( 10" North Deck-BBQ in I DW-3 I SANITARY SYSTEM INFORMATION: CN _ _ G ELEC U ELEC Ml�^ELEC o- - U/G ELEC U/G ELEC U/G EC k��ra.ELEC) - ( \�<Oak / O FF.EL.20.00 a _ i Proposed 00 (, Oa ---_ Sak-- -- r- ----- --------------- - drywell TOTAL NUMBER OF BEDROOMS : 10 ( - -32'-5" I '� -------------------- -----i--. .:. _..... I �-_ ..�� .............. I/A SIZE REQUIRED: 1100 GPD Z �� ��� •.. ..................... / / / / / � �f�/. lkr' / ................................'............._ j Proposed 8-0"dia x 4-0 deep LEACHING REQUIRED: 700FT2 _ -- - Proposed / /f , \ ' 17.4'x5.3' Oak m /01V / / / /- / / / / \ ( drywell to serve outdoor sink Enclosed Pool \ I ( � �/ � /�/ // /1'4"r/ /.� // p� '�/ PROPOSED MAIN HOUSE \ ( I t - - Equipment& I DW-3 7 ( �� ir, %�// f �r // /,�/ /i /I } - (1 Story) \� % Project Limiting Fence -�� ',/ //y// // / //J// iy(�f-y/t rle FEEL 20.0' I( J 9 pool bath - / / / f - / / /�y _ �� Area of Disturbance:±22450 sf. ( . /,. �f / / ,. ti 1 Proposed � /✓I N N 3'-1 N 10" drywells . / . Oak �/ / / / / / / / / Proposed Entry Porch N it F L 20' 17 sf. DW-4 j i Proposed F. E . 17.4'x8.08' r` g Pro osedWood Deck on wood posts I ( ; attached Pergola p 14-5 33'-0" 15-0^ �'_ (Pool Deck) - - - - 2., ( - - - - - - - - - - - 10'-0" 10'-0" Existing 34.2'x 22.2' 1,402 sf. I FF.EL.20.00' _ 9 i ( i Detached Garage to I r P s d Existing be removed ( - - - - - - - - - - - - - - - - - - I ( I I N Ni- Neighbor's ( �f 2'- Proposed Entry Porch j Shed Retaining Wall / I UuJ O I16 sf. w W FF. EL. 20' r ( L../ ... .._.\\.........................................// ., .._.\ .... ...../................_..._.......... — i X20" Oak (' / DW-2 ��\ 1 _ I........... ..............-...- - - - - - - -... a -- - 1 k, I - - _ _ --- Oak ( Proposed Driveway 1 DW-1 L---.. 1..............- ih _.......... - _ Pervious Gravel I6" 1 - "r o ► PROPOSED MAIN - - - - - - \ 14" \ - /- \ DW-1 r� O �- HOUSE - - - - Oak (Existing Curb CutOa k­ s- - - - - to Remain)_ ���� - - - _ \ ~ 4 Bedrooms Oak Proposed traffic- �- ffic rated drain J _ - - N �—� ,:��••. ' .......................................2..,350 sf.(First Floo'r) a grade pipedd to rywel ............ ..........Proposed drywells _...-- .............. FF.EL,.20.059'-0" 48'-10,, 12" proposed french Oak C drain piped to drywell \\ � Existing Driveway to Clea -Out "Cl) be removed -! ; - generator& Hole __ _ _ _ condensers -- - -- - - - - - - 20" Dist%ution Hydro A tion ', \\ -800 C (2) 10'-0"0 x8'-O"deep / bob AN l KEY: o L_.� leaching pools C_ Iz W ST �. Future • EXISTING TREES EXISTING TREES I i ExpansionLO TO REMAIN TO BE REMOVED a 0 Sloped Driveway Control Panel to basement Z garage doors Q Retaining wall to / \ / \ �' \ c0 o ..7 i shield Generatoy \ v oM U and condenseF-6" T.O.W. EL.: 140 +� B.O.W. EL.: 6' fa/ \I o I 0a v TEST HOLE DATA c S ° 0y DATE: FEB 14, 2020 gc�RRF�T< 74 2423„ - I sr /� Q�°Q a f Redesign 05.09.2022 F I EL:17.0' 0.0' r'''A R s°p�R�°F �c> / i�/ `OQoy ii Add pool bath to 03.15.2023 �BROUJN SANDY LOAM (ML) R7 � ZcpQ ` �� \\ Existing Driveway to \ / /': �Q Pool Equipment 0.4 be removed / -BROWN LOAMY SAND & REVISIONS: GRAVEL (SM) G:ELEC P��cFz 2.8'BROUJN MEDIUM SAND ` - `- -- vl Proposed Driveway DATE: March 15, 2023 UIG ELEC ( ) UIG ELEC -�� :., Pervious Gravel AND GRAVEL (SP) 6.1' 7 W ATTR (Existing Curb Cut WATE+ to Remain) -MEDIUM SAND ANDWATER ____-- WATER SCALE: As Noted �'�-, GRAVEL SP Existing Natural Grade E- DRAWING TITLE: = ( ) Existing - % To Remain EL:1.6' betretmovedO Proposed Site Plan -WATER SAND & GRAVEL (SP) l 178 48, l� O DRAWING NUMBER: COMMENTS: GROUNDWATER ENCOUNTERED R1 17.0' 378O CIO AT 15.4' BELOW GRADE: L�00 1 Proposed Site Plan EDGEOFPAVEMENT Project Limiting Fence TEST HOLE BY: �, N/F PARADISE POINT EST HOLE BY: Scale: 1 = 1 O - - rea of Disturbance:±22450 sf. ASSOCIATION oup. HYD. 1000 81 3 29 �F� At EN-CONSULTANTS 1St PERMIT EXTENSION REQUEST March 16,2023 Town of Southold Board of Trustees Post Office Box 1179 �1 ``a MAR 2 7 2023 Southold, New York 11971 Re: Permit#9930 ;::_: 450 Basin Road,C4tehegrre SCTM#1000-81-1-18.1 Dear Board of Trustees: The above referenced permit is due to expire June 16,2023. As the approved work has not been completed,please accept this letter as a request for the first a one-year extension. The permit extension fee of$50.00 is attached. Thank you in advance for your attention to this matter. Yours ly, R errmann Coastal Management Specialist /khs Enc. v 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting Town Hall John M.Bredemeyer III,Presi(:.,.,_' OS �F��x 53095 Route 25 Michael J.Domino,Vice-President �bt' �� P.O. Box 1 179 James F.King,Trustee Southold, New York 11971-0959 Dave Bergen,Trustee q ti 1* Telephone (631) 765-1892 Charles J.Sanders,Trustee u► !tT �. Fax (631) 765-1.366 FLO !: BOARD OF TOWN TRUSTEES BAR 27 2023 TOWN OF SOUTHOLD LETTER OF REQUEST FOR AN AMENDMENT DATE March 16,2023 Peconic River,LLC OWNER c/o Adam Prestandrea,Member PHONE 917-214-7417 ADDRESS 90 Lafayette Avenue,Seacliff,NY 11579 AGENT En-Consultants PHONE 631-283-6360 ADDRESS 1319 North Sea Road,Southampton,NY 11968 PROPERTY LOCATION 450 Basin Road,C-u+9hegtxe TAX MAP NO. 1000-81-1-18.1 I/We En-Consultants for Peconic River,LLC request an Amendment to Permit# 9930 to authorize the installation of a half-bathroom in the 5.3'x 17.4'enclosed pool equipment structure,with attached 8.1'x 17.4'pergola,located atop the 1,402 sf attached pool deck;and for a 11.4'x 26'pergola located atop the 669 sf attached north deck,as depicted on the site plan prepared by Kevin O'Sullivan&Assoc.,LLC, last dated March 15,2023." Signed By: Robert E.Herrmann,Coastal Management Specialist Board of Trustees Applic, on AiTTHOR.IZATION (Where the applicant is not the owner) Adam Prestandrea, Member I/We, Peconic River, LLC owners of the property identified as SCTM# 1000- 81-1-18.1 (fka 17 & 18) 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. N/A roperty Owner's Signature _ _ Property Owner's Signature Adam Prestandrea, Member Peconic River, LLC SWORN TO BEFORE ME THIS DAY OF �� �.�� 20 ZZ> RICHARD A. WALZ Notary Public,State of New York otary P is Registration 902WA6305284 Qualified In Kings county 'Commission Expires June 9, 2022 Board of Trustees Applica;r -',on AFFIDAVIT Adam Prestandrea, Member Peconic River, LLC 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 Signature o roperty Owner Signature of Property Owner Adam Prestandrea, Member Peconic River, LLC SWORN TO BEFORE ME THIS 31 dY DAY OF -, 20 Z (J RICHARD A. WALZ Notgry Public, State of New York Vic Registration#02WA6305284 Qualified xpires June 9, 2p22 APPLYCANVAGENUREPRESENTAT1VE TRA.NSACTIONAI,DISCLOSURE PORI The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and emplovees.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 Game. Adam Prestandrea, Member YOURNAME: Peconic River LLC (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.sib]ing,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 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_lioe_A)tbtougb 1. 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); }3)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer.director.partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 2.1 day of G()SF 20 -20 Signature _ Print Name " -Ada--m—T1restandrea,JMember Form TS I Peconic River, LLC -- APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics Prohibits conflicts of interest on the part of town officers and emplovees 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 : Herrmann, Robert 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.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit X X Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning 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 that 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 this 16t ay of March 2023 Signature Print Name Robert E, errm ann mFAt EN-CONSULTANTS Glenn Goldsmith Chairman ? - rt -'' Board of Trustees Town of Southoldi` MAR 2 7 2023 P.O. Box 1179 t Southold, NY 11971 - --- Re: Peconic River LLC,Wetlands Permit No. 9930 Dear Mr. Goldsmith: On June 16, 2021, the above referenced permit was issued for the demolition of an existing dwelling and construction of a new dwelling with attached decks, swimming pool, and associated improvements. On June 16, 2022, the permit was amended to reduce the size of the originally approved dwelling and swimming pool and deck. I am writing here to request that the permit be additionally amended to address the below listed items, as depicted on the enclosed site plan prepared by Kevin O'Sullivan &Assoc., LLC, last dated March 15, 2023: 1) Depicted on the currently approved site plan but not called out in the description of authorized work on the permit is a 5.3' x 17.4' enclosed pool equipment structure with attached 8.1' x 17.4' pergola, located atop the 1,402 sf attached pool deck; and a 11.4' x 26' pergola located atop the 669 sf attached north deck. We are thus requesting that these items be added to the written description of approved work. 2) The enclosed pool equipment structure (same location, same dimension)would now contain a half bathroom, piped to the sanitary system located outside Chapter 275 jurisdiction. You may also note that the entrance to the westerly parking area has been relocated to the west end of the property, where it was originally depicted, but there are no newly proposed changes to the configuration of the pervious parking area situated within Chapter 275 jurisdiction. Thus, there is no change to the permit's description of the driveway and parking areas. Should you have any questions or require any additional information in support of our request, please let me know. Respe t lly yours, Robert . Herrmann Coastal Management Specialist Enclosures 1319 North Sea Road Southampton,New York 11968 1 p 631.283.6360 1 f 631.283.6136 www.enconsultants.com environmental consulting Glenn Goldsmith,President �O�pgUFF01,��oGy Town Hall Annex A.Nicholas Krupski,Vice Presidento -J'c 54375 Route 25 Eric Sepenoski ,? P.O.Box 1179 Liz Gillooly �y ® �� Southold,NY 11971 O Elizabeth Peeples � �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: n 17.3 Completed in field by: Eli aa�e;E`i Pe r-1 cS En-Consultants on behalf of PECONIC RIVER, LLC requests an Administrative Amendment to Wetland Permit #9930 for the installation of a half-bathroom in the 5.3'x17.4' enclosed pool equipment structure, with attached 8.1'x17.4' pergola, located atop the 1,402sq.ft. attached pool deck; and for a 11.4'x26' pergola located atop the 669sq.ft. attached north deck. Located: 450 Basin Road, Southold. SCTM#: 1000-81- 1-18.1 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: v/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.: Simi(4)ak6mro ' Present Were: G. Goldsmith N. Kru ski E. Sepenoski L. Gillooly 7E. Peeples Glenn Goldsmith,President � SQF���d�+OGy Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski W ,? P.O.Box 1179 Liz Gillooly �.y • �!� Southold,NY 11971 Elizabeth Peeples �l �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed infield by: E117AbCk n PeLPL EA En-Consultants on behalf of PECONIC RIVER, LLC requests One (1) Year Extension to Wetland Permit #9930, as issued on June 16, 2021. Located: 450 Basin Road, Southold. SCTM#: 1000-81-1-18.1 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: ✓Chapt.275 Chapt. 111 other Type of Application: V/ 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.: St Present Were: G. Goldsmith N. Kru ski E. Sepenoski L. Gillooly E. Peeples Glenn Goldsmith,President � �' �� Town Hall Annex � .n A. Nicholas Krupski,Vice President " 54375 Route 25P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples �- Fax 631 765-6641 W BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 20, 2023 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: PECONIC RIVER, LLC 450 BASIN ROAD, SOUTHOLD SCTM# 1000-81-1-18.1 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, April 19, 2023: RESOLVED that the Southold Town Board of Trustees grants a One (1) Year Extension to Wetland Permit#9930, as issued on June 16, 2021. 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 �W at/( Glenn Goldsmith,President �'� Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 ca P.O.Box 1179 Eric Sepenoski , Liz Gillooly ;' Southold,NY 11971 Elizabeth PeeplesTelephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: En-Consultants on behalf of PECONIC RIVER, LLC requests One (1) Year Extension to Wetland Permit #9930, as issued on June 16, 2021. Located: 450 Basin Road, Southold. SCTM#: 1000-81-1-18.1 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: V"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. Kru ski E. Sepenoski L. Gillooly E. Peeples AMNEW vLTANTS N ,may S g. 1"PERMIT EXTENSION REQUEST March 16, 2023 q Town of Southold Board of Trustees Post Office Box 1179 M 2 7 Southold, New York 11971 Re: Permit#9930 450 Basin Road, 3egae SCTM#1000-81-1-18.1 Dear Board of Trustees: The above referenced permit is due to expire June 16,2023. As the approved work has not been completed,please accept this letter as a request for the first a one-year extension. The permit extension fee of$50.00 is attached. Thank you in advance for your attention to this matter. Yours ly, Robert E.. ermnnann 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 Glenn Goldsmith,President ®� som. Town Hall Annex A. Nicholas Krupski,Vice President ®� ®r® 54375 Route 25 P.O. Box 1179 Eric Sepenoski rr4 Southold,New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples �® Fax (631) 765-6641 BOARD OF TOWN TRUSTEES June 16, 2022 TOWN OF SOUTHOLD Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: PECONIC RIVER, LLC 450 BASIN ROAD, SOUTHOLD SCTM#: 1000-81-1-18.1 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, June 15, 2022. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9930 for the landward relocation and reduction in size of the approved dwelling and swimming pool, specifically to demolish existing two-story, 2,300 sf, FEMA-noncompliant, single-family dwelling with 460 sf attached deck and 761 sf detached garage, and construct at least +27 feet farther landward a new 1 to 2-story, 2,350 sf, FEMA- compliant, single-family dwelling with 16 sf and 17 sf entry porches, 1,402 sf attached pool deck with 4.7' x 14' steps and associated retaining walls, 681 sf swimming pool (equipped with saltwater filtration system), and 669 sf attached north deck; remove existing nonconforming septic system located +42' from bulkhead, and install new I/A OWTS sanitary system outside Chapter 275 jurisdiction; install a drainage system of drywells to collect and recharge roof runoff and pool backwash; install new pervious gravel driveway and parking areas; remove specified trees located no closer than +69 feet from bulkhead; and establish a 27' to 39' wide, approximately 5,959 sf buffer area adjacent to bulkhead, including existing 4,259 sf naturally vegetated embankment and additional 10' wide, +1,700 sf non-turf buffer in place of existing lawn along top of bank; and as depicted on the site plan prepared by Kevin O'Sullivan &Assoc., LLC, last dated June 10, 2022 and stamped approved on June 15, 2022. 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. 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, 4/1, � 4"- 1 Glenn Goldsmith President, Board of Trustees GG/dd a� BUILDING INFORMATION: 16��, w SOUTHOLD BAY Private "HW LINE ALONG WOOD BULKHEAD Address: 450 Basin Road n Q�5 _ •� N 88 57 30 E 46.97 'l �.. � ° Residence Southold, NY 11971 •; 0 62 w R C0 Tidal Wetlands Boundary equal to bulkhead, `w W as determined by EN-Consultants 11-10-2020 ��� Tax Map ID: 1000-81-1-18.1 rof.J� Ezisti Bu±lkhead . . . .' '. .'. . � S 82°47'5 450 Basin Road ►� �' : : : : : g 6 E9 o' Southold, NY 11971 ZoningR-80 District: S 88015'04" W _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32 665 sf. 0.75 acres)Lot Area: ( ) . . . . ..n.n.'W . . :'. . VINYL BULKHEAD EX:Timber Ret 1 I g all •, Lot CoverageCalculations: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED±27'TO±39 WIDE,5,959 SF a C) '. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — EXI TING±4 259 SF ARCHITECT: . . o> ER AREA,INCLUDING EXISTING . • M a. BUFF A C . . . . . . . . . . �,. -'.'. .': : :': :': NA URALLY VEGETATED Allowable Lot Coverage: 6 533 sf 20/D of Lot Area . . . .'. : : . . .': ':': :'. :`:': :': :': . : . : : .': : . : : : : : : : : . :': : : :':'. : . : : : : : .+1 .r / g � ( � 4,259 SF NATURALLY VEGETATED BANK . . . .� .•�• .• •`: '♦' Kevin O'Sullivan&Assoc., LLC o E BANKMENT TO REMAIN AND 10'WIDE 1,700 SF NON-TURFhk' o 2408 Main Street Suite B . . . . . . . . . . . . . BUFFER TO BE ESTABLISHED IN PLACE '.':` : . . .'. . . .". .'. - . . .". . . . . : : : :'. :'. :�, : :'. .'.'.'. . e, . . 5 0. . . . Brid eham ton. NY 11932 EXISTING: OF EXISTING LAWN LANDWARD OF r'.'•'• �.'.' �' : x Tel: 631.267.3038 Main House: 2 300 sf. ± : : . . . . . . . . Ex: Ti. Lu. . . . . . . . . .o. . . . . . . Retainiri c TOP OF BANK/TIMBER.RET.WALL tuber" c 9.Wall x i - �. 761 sf. + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .- �. . �. .'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Garage: . T.' _;�?•. . . . . . . ." f�."I". . .•. v. : SURVEYOR: 4 0 sf. 6 y' k Dec s: �� 8 — - - - a . . . . . . . . . . . . . . . Kenneth M Woychuck Land Surveying, PLLC v ra e: 3 521 sf. ± = 10.8/o . .:. n a :-: := : : . : . . . . . . . . . . . . . . . Existing Total Lot Coe .. j. . . . . . . . . . . . . . . . . . _. . . . . . . . . . . . .. o -. Z. . . 9 9 k . . . - ..: . _ . . . Oak �, . . . . . . +1 P.O.Box 153 . . . . . . . . . . w . . : : : : : : : : : . . , . . //: : : : : � . . . . .. .. .•.•.-.•. . . . tt. . A ue o u N i •."� q b g e, Y 11931 ii.a'• . . . . . . . . . . . . . . . . . . . . 4-- . . . . . . . . . . . . . . . . . .-.-.".-. .•.•. .•.•.•.".•.•.•.•.•.•.".•.•. .•.•.•--.•. .�,. .•.-. : :"� :•:•:•:•:• Tel: 631.298.1588 PROPOSED: . . . . . : 3: . . . . . . . . . . . . . . . . . . . . . _ . . . Main House. 2,350 sf. r•� " x ° . . t�: .� X o" :':% STRUCTURAL ENGINEER: r:":": 12"� - �. - . . . PROPOSED 10'WIDE_1,700 SFi. . Pool Deck: 1,402 sf. � ... ..." ,�+ �n — � . .'. . CV O k o a o NON-TURF BUFFER IN °"� • "• m Dilandro Andrews Engineering North Deck BBQ 669 sf. o 1+ -o 10" P rmanent Barrier �" :aa: .".w". .".". �. . . . . op of Bank ' y` m o PLACE OF EXISTING LAWN X o" i . . . . . . . . . . . 158 County Road 39 M f� o �C -a Code Compliant Pool Oa n P Gate n Pool ° o . .a . Entry Porch: 33 sf. u, �.�,.. -� ,� ,�� ,� o —� -.:..:. _ - - - - - ' ' ' - Southampton,NY 11968 0 o �.,�•.. rn Fence 4'-0"tall (o z � .�. . . Swimming Pool: 681 sf. m � j CL ( ) nce R + Y U) a o :... Existing Neighbor's Tel: 631.259.3959 o �� istin 2-Ste (S f losing) v. U +1 0 -� o x. rn o, C • : S- _ Swimming Pool New Total Lot Coverage: 5,135 sf= 15.7/o N • o Dwellin o be removed Existing Septic!; D a- o • Permanent Barrier 10r B �� to be removed •„ ° ? P Allowable GFA: N/ACo Code Compliant Pool p �iOak o 5 ri 24 j r �,,..• Fence(4'-0"tall) v CD ;° � � ,,�'F�-''� (3ak +t= ,.4. , 0 o p o G. • o 14 4 :: :::::...... _ •20�I N/F c� ' Oak _ O O Proposed Building GFA: ��°�"�'' =�' � � �,,. • oar `� � 1st Floor: 2 350 sf. v F ... "" OF MARY ZUPA • ' .� v Q� N/F OF 2nd Floor: 1,256 sf. 1000-81-1-16.7 �p "" r 4i �� Permanent Barrier Total Building GFA: 3,606 sf. c�� r • 10-1 ,�(c, ode Compliant Pool 1000-81-1-19 n Oaks, Fence (4'-0"tall) - PROVED ......... .. . v Permanent Barrier f BOARD OF IRUSTEES Code Compliant Pool _ -- - - Fence(4'-0"tall) i - -- Existing I'Ow N OF NOTES: 10" - o Pr sed Ilnear Neighbor's - opo ' Oak ___ _-_ - Huse A D DTE - - -.. drain at patio TV 1-SANITARY SYSTEM INFORMATION, SEE PROPOSED SEPTIC DESIGN PLAN BY X { • s Oak Proposed p . FLOOD Z0N x 10' 18' P P edgepipedto DILANDRO ANDREWS ENGINEERING FOR ADDITIONAL DETAILS. �" 10' 2 Oak a _ 26'x11.4'Pergola g I Permanent Barrier Code BOUNDARY " oak ONE E E(EL ) O { - on wood post drywell ( ) Compliant Pool Fence 4'-0"tall 2-SITE PLAN BASED ON SURVEY PREPARED BY: -��" ---------------_— _41� '---- - - - - - - = - - - - - - - - - - - - - - - - - -- - --- - -- - - - - - - - - - - - - - - y- - - - - - - - - - - - - - - - - - - -- - - - - - — - - - - - - - - - - N KENNETH M WOYCHUK LAND SURVEYING, PLLC _ - - - PROFESSIONAL LAND SURVEYING AND DESIGN ZONE X reposed linear J \\ SURVEYED APRIL 19,2021 drain at patic9Proposed Wood Deck on wood postC _ _ I DW-3 1 10"I edge piped to __ - - 10 (North Deck-BBQ) .. .. SANITARY SYSTEM INFORMATION: ! g dlyvuell 64'-8" Oak r 669 sf. Proposed OaK 1 12" FF.EL. 20.00' " = i - -- - drywell ----- TOTAL NUMBER OF BEDROOMS : 10 LU ��-- -------- - -------------- - Oak­ TOTAL SIZE REQUIRED: 1100 GPD - _ 10 i'--� ............I°�ose � / � \ LEACHING REQUIRED: 700FT2 _ p d /, , / / / / / / / ,pf / I Proposed 8'-0"dia x 4'-0"deep N drywell Oak � I\��� 17.4'x5.3' � � � � / / /• / � / � / / ell to serve outdoor sink \\ / DW-3 I Enclosed Pooli PROPOSED MAIN HOUSE o I/ Equipment with 1 /� // / // � // // ;y� t fy�t �/ _, ( Story) I I Project Limiting Fence Existing 34.2'x 22.2' ��- Open Per of '� / / FF.EL.20.0' II g/� //f// ,/ // �; / / _, // / y/ I Area of Disturbance:±22450 sf. Z ' Detached Garage to o� i/ // // /f,/ // :/ / 69'� //://. S-1" I) be removed I �i N 10" Oak n'- / / / / / / / / / } / Proposed 9_1 / Proposed Entry Porch 5'-4" 8'-1" ~ 7 sf. DW-41 1 drywells (-�•;i F. EL.20' ProposedWood Deck on wood posts 14'-5" 33'-0" 15'-0" 24'-2" - (Pool Deck) — — — — — — — — — — — — — — — 10'-0" 10'-0" I -r' 1,402 sf. FF.EL.20.00' o 0 I t� h \ Existing - " I - - - - - - - - - - - - - - - Neighbor's ��` 2'- Proposed Ent Porch 1 Shed Proposed traffic Retaining Wall P Entry I p� rated drain at I �� w I I N 8" grade piped to I ` i -i w FF EL.20' :. i� �� 1ssf. drywell Oak LLl Q \� ......... ./�:.............. _ - 1. -Oak- Proposed i 8 \ Proposed traffic rated drain Pro osed Driveway / \: �� — \ M flak-- - — — — — — — / Pervious Gravel1 L /Oak I _ — — — \I at grade piped to drywel �6" - - 'DW-1 1 -1 DW-1 I N PROPOSED MAIN — a _ _ _ -� 14" (Existing Curb Cut _ _ _Oak — .. HOUSE — — _ _ _ _ to Remain — — \ 2 Stories — DW-2 I Oak _ _ � i � Oak — _ — - \ 4 Bedrooms ____.._ \ 2,350 sf.(First Floor) Proposed drywells """" FEEL. 20.0' 59`-0" X I generator& — — — — — — — — — — — — — — — — — — — — — C 48'-10" 12., � Oak n condensers O — — Clea -Out Existing Drivewatoto be removed — i Hole 20 Distr'bution Hydro A tion r (2) 10'-0"0 x F-0"deep / 'box. \\ AN-800 KEY: o leaching pools C � Existing Natural Grade Future I �,." / a m N M d��fy� .�` To Remain Expansion n C� / • '" EXISTING TREES EXISTING TREES / P — iI `� TO REMAIN TO BE REMOVED \ — r o � '.� �•. 9� Sloped Driveway CD Control Panel ,�\ \ \ oAlt ` to basement o° / \ / � garage doors Retaining wall to / �� \ qjz _- �` o shield Generator w M and condenser �i � 1 G I �� 040 59 0� v T.O.W. EL: 16 \ ©�C +� B.O.W. EL.: 9-6" / \I ' o I oa J _ TEST HOLE DATA S74 DATE: FEB 14, 2020 423" EL:17.0' 0.0' Q° I\ \ _ _ / \\ / Redesign 05.09.2022 -BROWN SANDY LOAM (ML) \ Existing Driveway to \ // 0.4 BROWN LOAMY SAND & \�\ be removed �\ REVISIONS: GRAVEL (SM) 2.8' MEDIUM SAND �RRF — — — UIG P pR Nr�r 1 Proposed Driveway DATE: June 10, 2022 TpppcFsspc pFpOF U/ ELEC -�- UIG ELEC Pervious Gravel AND GRAVEL (SP) A�o�s � R�p� ATTR (Existing Curb Cut 6.1 FppNTASrpUpq R _ WATE�� W to Remain) -MEDIUM SAND AND SOC14T� FO WATE . ---- WATE �— ` SCALE: As Noted G \ pN Existing Natural Grade Existing To Remain DRAWING TITLE: Utilities 15.4' FooF pFpbe removed O Proposed Site Plan -WATER SAND & GRAVEL (SP) gLF�FNT OQ / eqS 17 O� E C E IV DRAWING NUMBER: 17.0' �`"Rpq 8 48, Eo 3�8 + o JUN 1 0 2022 COMMENTS: GROUND WATER ENCOUNTERED AT 15.4' BELOW GRADE ceoF Proposed Site Plan PAVEMENT Project Limiting Fence TEST HOLE BY: Scale: 1" = 10' N/F PARADISE POINT rea of Disturbance:±22450 sf. SoutttoldTawn ASSOCIATION Board of Trustees K.WOYCHUK LS HYD - 1000-81-3-29 U.P. gUFFb( -Glenn Goldsmith,President �0 CpG Town Hall Annex A.Nicholas Krupski,Vice President o y� 54375 Route 25 Eric Sepenoski y x o ® � P.O.Box 1179 Liz Gillooly :Elizabeth Peeples 0,( �yo�� Southold,NY 11971 '� Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: En-Consultants on behalf of PECONIC RIVER, LLC requests an Administrative Amendment to Wetland Permit #9930 for the landward relocation and reduction in size of the approved dwelling and swimming pool, specifically to demolish existing two-story, 2,300 sf, FEMA-noncompliant, single-family dwelling with 460 sf attached deck and 761 sf detached garage, and construct at least +27 feet farther landward a new 1 to 2-story, 2,350 sf, FEMA-compliant, single-family dwelling with 16 sf and 17 sf entry porches, 1,402 sf attached pool deck with 4.7' x 14' steps and associated retaining walls, 681 sf swimming pool (equipped with saltwater filtration system), and 669 sf attached north deck; remove existing nonconforming septic system located +42' from bulkhead, and install new I/A OWTS sanitary system outside Chapter 275 jurisdiction; install a drainage system of drywells to collect and recharge roof runoff and pool backwash; install new pervious gravel driveway and parking areas; remove specified trees located no closer than +69 feet from bulkhead; and establish a 27' to 39' wide, approximately 5,959 sf buffer area adjacent to bulkhead, including existing 4,259 sf naturally vegetated embankment and additional 10' wide, +1,700 sf non-turf buffer in place of existing lawn along top of bank. Located: 450 Basin Road, Southold. SCTM#: 1000-81-1-18.1 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: -Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples BUILDING INFORMATION: �� w SOUTHOLD BAY Private�6� MHW LINE ALONG WOOD BULKHEAD �.� Address: 450 Basin Road � C ,1� :'. . .`. . . . : N 88 57 30 E 46.97 .61 - --- Residence Southold, NY '1'197'1 :�,.D X62 X (, Tidal Wetlands Boundary equal to bulkhead, � W as determined by EN-Consultants 11-10-2020 •': :LL S � Tax Ma ID: 1000-$1-1-18.1 Map �� . . . . .. . . . . ,EXt ti 'Bulkhead'_. S 82.47'S ,r 450 Basin Road o� �, . .'. . . . . . . . . . .`. .' g . . . . . . . . . . . . . 6 E 99.8 r ►� p . . . . . . . . . . . . . . . . . . _ . . . . 8 Southold, NY 11971 Zoning District: R-80 tx o o r n 9 . . . . . . 8.23 Lot Area: 32 665 f. 0.75 acres) . . .. et . VINYL BULKHEAD RP9 Lot Covera . . .e CaIculations: . . � PROPOSED+27TO+39'WIDE 5,959 SF CX . . ARCHITECT: • � . EXI TING_4 259 SF EXISTING BUFFER AREA INCLUDING :`:`.c�i.:....... •.':'..:'...'.' �. '. .:...�•...............:...'.'. f Lot Ar m- NA ORALLY VEGETATED 6 5 f 2 / o o ea I Lot Coverage: 33 s 0 ° '.� Allowable O CO e a e' Kevin O'Sullivan &Assoc. LLC / ) 1 BANK g 4 2 F NATURALLY VEGETATED A . . 5 U o E A NKMENT TO REMAIN AND 10 WIDE 1 700 SF NON-TURF G '�• 2408 Main Street Suite B . :'To' of Bati o ;. k� R . - V BUFFER TO BE ESTABLISHED IN PLACE •:..,-- a�• •�i' Brid eham ton. NY 11932 �• :�'. 9 p EXISTING: •: S AWN LANDWARD F �, . � ' F EXISTING L O O � Tel:el: 1 63 .2 7 -T' 0 6 .303 8 ►' m� b e' •rte: + r :�` 2 300 s f. _ R� . Main H e. a House: IM ER.RET.WALL . . to� . . . T P F BANK B •c' 811- - - - y. + . . .LII' i 761 f. _ Garage: s -.N-��� g - SURVEYOR: SU O 6 Decks: 60 s -:.:. ':�. 'iaC- -- o Kenneth M W h kL n :o•: o c uc d Surveying,PLL 0 - v 1 9 E T L Coverage: 3 21 f. _ 0.8 ° ..�. . . . Existing Total of Co e a e: 5 s / •,� :�� .Qa P. .B 1 g P.O.Box 5 9 3 - I : y : .cq . : a. ' ' A e NY 11 q i 9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . - :�: "' Tel: 631.298.1588 PROPOSED: X X w Main House: 2,350 sf. ° . . . . . . . . . . . . . . . . . sp . .•.•.-.•.•. .•:•: :- :•' '•:• •.•.-.•. - )C co w . . . . . . . . . . . . . .. .•.•.•.�.•.•.•.•.•.•.•.•.•.•.•.•. . . v STRUCTURAL ENGINEER: c. . . . . . . . 0, . . 1 - PROPOSED 10'WIDE#1,700 SIF -- � o. w. .. . . >. . n. o . Pool Deck: 1,402 sf. .. . . - -� ° . . . . . . . �. L �,. . . .j.... cv : O m NON-TURF BUFFER IN "`-' ° ° ° o -� �,� c - • . -' j: : : :r, Dilandro Andrews Engineering North Deck BBQ 669 sf. o " -0 10° P rmanent Barrier " ~- :Q: . .-. . L ° ' �' ' ' ' op of Bank Co3 0 o PLACE OF EXISTING LAWN )( -- o. ! : : : :o-: 158 County Road 39 Ent Porch: 33 sf. M °a O . N o Code Compliant Pool Gate in Pool —� : : : : :'�:r°�:': : Southampton, NY 11968 Entry �' ° N Fence (4'-0"tall) Fence ° Z -ea ''- '`' ' Tel: 631.259.3959 `'' -U istin 2-Sao Self losin v +I ° r to Existing N Swimming Pool: 681 sf. °° °� ° ''' g el hbor's +I �c Q a� P �,�. g ;~ +l SwimmingPool New Total Lot Coverage: 5,135 sf= 15.7% Permanent Barrier N • ° Dwellin o be removed g Existing Septic i o °- o i• Pool _. c 10' o o - • o ? pin , 24" v N B to be removed _ I Code Compliantoo - � Allowable GFA: N/A _ N CD Fence 4'-0"tall 3 CIO° Z `+a +1 I O 1 ° • ... • N o o 20„ Proposed Building GFA: 0 o ro ._.,_. w • 10„ 14° cu 1st Floor: 2, o — 350 sf. N/F a o .............. .. ..........................`.:..................... OF MARY ZUPA Oa r 2nd Floor: 1,256 sf. 1000-81-1-16.7 ,� ... Permanent N/F OF Total Building GFA: 3,606 sf. • 10 ode ent Barrer .. o _.. 1000-81-1-19 L. MAZZA I Compliant Pool J O d Fence (4'-0"tall) CD Permanent Barrier N N r PREVIOUS PROPOSED HOUSE Code Compliant Pool �- cr ` / OUTLINE Existing Fence (4'-0"tall) o }.. 9 NOTES: N 10" � ._ - - -- - Neighbor's House Oak - .............................? 1-SANITARY SYSTEM INFORMATION, SEE PROPOSED SEPTIC DESIGN PLAN BY FLOOD 0 D Z 0 N X X • Oa 10" 18„ - Proposed I ADW-4/ f DILANDRO ANDREWS ENGINEERING FOR ADDITIONAL DETAILS. 10'� C 2 Oak pa - 26'x11.4' Pergola �� �'� Permanent Barrier Code BOUNDARY 4 ak O L E` E L on wood post Compliant Pool Fence (4'-0"tall) 2-SITE PLAN BASED ON SURVEY PREPARED BY: _ - 32'-8" - 26'-1" - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - -- - - - - KENNETH M WOYCHUK LAND SURVEYING, PLLC PROFESSIONAL LAND SURVEYING AND DESIGN ZONE X — :........ . SURVEYED APRIL 19,2021 i X - Proposed Wood Deck on)„nnd nnGt 10"I I 10" ;n (North Deck-BBQ) SANITARY SYSTEM INFORMATION: - Oal 64'-8" Oak sss 5f. T I � - FF.EL. 20.00' r 20" 13'-6 Oak I Oak TOTAL NUMBER OF BEDROOMS : 10 - - -• - - i I/A SIZE REQUIRED: 1100 GPD LEACHING REQUIRED: 700FT2 -W 10" j Pro osed ` �' //�� /�%//G�///// / /`,p� // /// I[ - 1�' � � Oak/ �-L,---'I•�.�'x5.3' .`/ / / / /' / / /� : / PROPOSED MAIN HOUSE N y iIrr / / / / / / / / Enclose Pool __ ' If 10 "/ // // // �� �/�`�/ /� ,��9r I 1 E ui mer withIII �./ / / / / �' / / (1 Story) Proposed Entry Porch' Project Limiting Fence o / / / i�r( fi / , g � 1xisting34.2' 122.2' I Open Pergola �/ /% �� // j / '� / / FEEL. 20.0' 17sf. o _ �. / y ti FF. EL.20' Area of Disturbance:t 22450 sf. z Detached Gala a to l I rn ` / ��/!/��//% fr 3'- "'� 10„ be r moved I N I f�// // // // /,�. �/� /�,� s N c� / / / / i / / �� ��/ Oak 91 DWf I 1\ Pool 1 ProposedWood Deck on wood posts 1 " 33' 0" 16-0-- 14'-5 1 (Pool Deck) 1r -0" 10'-0" 1,402 - - - - - - - - -sf. `I Sloped Driveway r FF.EL.20.00' q o 4 to basement Existing garage doors t - - - - -- - - - - - - - - - - - - - - - w i j cV Neighbor's 1 - C7 Shed j 1 Retaining Wall o /�-J \ 81Z,I Proposed Entry Porh w �\\DW-3 drywells; N Oak 16 sf. 4 FF. EL. ZO 8' ........� - - - -Oak- - 1 6„ -- - - -Q _ - _ Oa� 14„ _ _ _ PROPOSED MAIN j Oak - Oak` HOUSE - - - Proposed Driveway 1 _ _ - Clean-Out - drywells _ _ (2 Stories) `- Oak Pervious�ravet-�- Proposed Driveway 4 Bedrooms V (Existing Curb S.ut Pervious Gravel jj 2,350 sf.(First Floor) tv to Remain \ Y (Existing Curb Cut \ ` _ FF.EL. 20.0' 59'-0" to Remain) / Control Panel - - -- - -• - - - - - •- - - - - - -• - - - 4Sr10" \� DW-2 / 12" I'- .c. Oak Existing Driveway to L.LL be removed --� i I keels. v drywells , I � Existing Natural Grade � -�- . �-.� U + To Remain Future '� Hydro Action r l Expansion �DW-5 KEY: AN-1100 a 20" Distribution _�/ >W I W Existing Natural Grade IS To box 3 - - ToRemain • EXISTING TREES EXISTING TREES LO sj TO REMAIN TO BE REMOVED 3 -_ - t .c -� Proposed )/A, Low r �- - -- J 1- - - - -j 1- - - - -j - - - -jo �- - - J U d. Nitrogen Sanitary System o '; L — — _ _J L — — — L — L COMPARATIVE SITE PLAN o Q o Vol TEST HOLE DATA S 7 0 � ® a (7)8'-6"1 x 4'-9"w x4'-0" Q Qom DATE: FEB 14, 2020 4 24 23�� deep leaching galleys o EL:17.0' 0.0' Q�o�o� Existing Driveway to R -BROWN SANDY LOAM (ML) ,`" `a be removed `` , E E I V Redesign 05.09.2022 0.4'BROWN LOAMY SAND & �� MAY REVISIONS: GRAVEL (SM) 6 2022 2.8' A c`'RRFNT DATE: March 22, 2022 -BROWN MEDIUM SAND ROCFs �yAR° � ER Southold Town T°A S°F pF U/ ELEC w Board of Trustees AND GRAVEL (SP) A e Rrr 6.1' w��SFp F/yG T OF�UA �R -MEDIUM SAND AND °NTAsSq, R4b N Exis n � '� `�} ! SCALE: As Noted AT' g Existing Natural Grade GRAVEL (SP) °� utiliti s to J/� �_-� g To Remain DRAWING TITLE: be re oved t FSG 4 Proposed Site Plan E L:1.6' 15.4' FOIL- -WATER F -WATER SAND & GRAVEL (SP) A 178-48, O� DRAWING NUMBER: 17.0' COMMENTS: GROUND WATER ENCOUNTERED ROgO 378'+ � m AT 15.4' BELOW GRADE EDG,O0, Proposed Site Plan AVFMEror Project Limiting Fence L�001 1 TEST HOLE BY: Scale: V = 10' N/F PARADISE POINT rea of Disturbance:t 22450 sf. K.WOYCHUK LSASSOCIATION oup. HYD.O 1000-81-3-29 Town Hall John M.Bredemeyer III,F. _int O �F���' �- 53095 Route 25 Michael J.Domino,Vice-President �� �j� P.O. Box 1179 James F.King,Trustee Southold, New York 11971-0959 Dave Bergen,Trustee q ti Telephone (631) 765-1892 Charles J.Sanders,Trustee Fax (631) 765-1366 BOARD OF TOWN TRUSTEES D E TOWN OF SOUTHOLD MAY 1 2022 LETTER OF REQUEST FOR AN AMENDMEN DATE May 16,2022 Board of. $ d Ofld Town Tnrstoes Peconic River,LLC OWNER c/o Adam Prestandrea,Member PHONE 917-214-7417 ADDRESS 90 Lafayette Avenue,Seacliff,NY 11579 AGENT En-Consultants PHONE 631-283-6360 ADDRESS 1319 North Sea Road,Southampton,NY 11968 PROPERTY LOCATION 450 Basin Road,Cutchogue TAX MAP NO. 1000-81-1-18.1 I/We En-Consultants for Peconic River,LLC request an Amendment to Permit# 9930 to authorize the revised site design depicted on the site plan prepared by Kevin O'Sullivan&Assoc.,LLC,dated March 22,2022,last revised May 9,2022,which results in the landward relocation and reduction in size of the approved dwelling and swimming pool,specifically to demolish existing two-story,2,300 sf, FEMA-noncompliant,single-family dwelling with 460 sf attached deck and 761 sf detached garage,and construct at least+27 feet farther landward a new 1 to 2-story,2,350 sf,FEMA-compliant,single-family dwelling with 16 sf and 17 sf entry porches, 1,402 sf attached pool deck with 4.7'x 14'steps and associated retaining walls,681 sf swimming pool(equipped with saltwater filtration system),and 669 sf attached north deck;remove existing nonconforming septic system located+42'from bulkhead,and install new UA OWTS sanitary system outside Chapter 275 jurisdiction;install a drainage system of drywells to collect and recharge roof runoff and pool backwash;install new pervious gravel driveway and parking areas;remove specified trees located no closer than+69 feet from bulkhead;and establish a 27'to 39'wide,approximately 5,959 sf buffer area adjacent to bulkhead,including existing 4,259 sf naturally vegetated embankment and additional 10'wide, +1,700 sf non-turf buffer in plac f existing lawn along top of bank. Signed By: Robert E.HerrmanV,Coastal Management Specialist b � EN-CONSULTANTS ADMINISTRATIVE AMENDMENT REQUEST May 16, 2022n r. Town of Southold Board of Trustees iju Post Office Box 1179 SAY 2022 Southold, New York 11971 SoulWd Town Re: Permit#9930 Board of Trustees 450 Basin Road, Cutchogue SCTM#1000-81-1-18.1 Dear Board of Trustees: Please accept this letter as a request to administratively amend the above referenced permit as described on the enclosed Letter of Request for Amendment. Enclosed for review are: 1. Application for Letter of Request for Amendment, 2. Site plan prepared by Kevin O'Sullivan &Assoc., LLC, last dated May 9, 2022, 3. "Comparative site plan"prepared by Kevin O'Sullivan&Assoc., LLC, last dated May 9, 2022 and 4. Check for the amendment fee of$50. Since ely, Ro ert errmann Coastal Management Specialist /khs Enc. 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting EN-CONSULTANTS May 12, 2022 Glenn Goldsmith, Chairman Board of Trustees Town of Southold D E Cj E I VE _ _ P.O. Box 1179 Southold,NY 11971 SAY 18 2022 Re: Peconic River LLC,Wetlands Permit No. 9930 SCUM Town Dear Mr. Goldsmith: BoabofTrustees On June 16,2021,the above referenced permit was issued for the demolition of an existing dwelling and construction of a new dwelling with attached deck, swimming pool, and deck to be structurally detached from the dwelling due to its location in more restrictive FEMA zone. Enclosed herewith is an application to administratively amend the permit, as the approved structural footprint has been reduced in size and relocated farther from Southold Bay,pursuant to the revised site plan prepared by Kevin O'Sullivan&Assoc., LLC, dated March 22, 2022, last revised May 9, 2022. Below is a list of the salient design changes,which are also highlighted on the additionally enclosed comparative site plan that shows both the newly proposed footprint and the outline of the previously approved footprint in green. 1) The setback from the bulkhead to the proposed easterly deck increases from 66 to 76 feet; and the deck is now situated in a FEMA X-Zone and thus structurally attached to the house. 2) The setback from the bulkhead to the northeast corner of the proposed dwelling increases from 75 to 87 feet, now 28 feet more than the existing 59-foot setback; and the setback to the northwest corner decreases from 83 to 81 feet,matching the setback to the existing garage. 3) The setback from the bulkhead to the proposed swimming pool increases from 79 to 88 feet. 4) Proposed lot coverage decreases from 19.99 to 15.7 percent,with a reduction in the combined area of the proposed house and attached garage from 4,050 to 2,350 square feet. 5) And although located outside Chapter 275 jurisdiction, it is worth noting that the minimum distance of the proposed UA sanitary system to the bulkhead is increased from 134 to 142 feet; and the proposed driveway has been modified and relocated entirely outside the portion of Basin Road owned by Mary Zupa. Should you require any additional information in support of our request,please let me know. Respe tfully yours, Rob . He=ann Coastal Management Specialist Enclosures 1319 North Sea Road Southampton,New York 11968 1 p 631.283.6360 1 f 631.283.6136 www.enconsultants.com environmental consulting BUILDING INFORMATION: SOUTHOLD BAY Private MHW LINE ALONG WOOD BULKHEAD • Address: 450 Basin Road88057'30" o � N E 46.97 ° 1 : Residence Southold, NY 1'197'1 n �ta2 : : . : w c� X (� Tidal Wetlands Boundary equal to bulkhead, .�� w as determined by EN-Consultants 11-10-2020 . • ws S• Tax Map ID: 1000-81-1-18.1 �],��`�� — ''' : : : .'.'. , . . . . . 8 °-J� cb� . . . . . . . . . . - . .-.-.-.'.-.-.- . . .-. . ti Bulkhead:. .-.-.'.-.-.-.'. .'.'.-.'-'. . . . . S 2°47'56.' E , 450 Basin Road . . 99.88 : : D� ,�o :': : : : : : : : :': :': : :': : : : : : . . .': : : : : : : : : : : : :': : :': :': :': : :':':': : : : : : : . . : .'. : : : : : : : : : :': : : : : : : : .'. . . . : Southold, NY 11971 Zoning District: P.-80 ° „ :. .:. .....:.:. .: :': : :':': : :': : :': : : ' : : : .:-:' -:':- '—'`— S 88 1504 W : : . . . : : . . :': : . . : . . . . . . . . . :'.'. : . : . . . . . . . . . . . . . . . . . . . -_. I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . n8.23 . . . . . . . . . . . . . . . . . . Lot '. . Lo_ Area: �2 665 sf. 0.75 acres - . . . . - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( ) VINYL BULKHEAD EX:Tlimbf'rReia fling Wall Lot Coverage Calculations: . . . . . . .....•:': : : : : : : : . . . . . . . . . . . g PROPOSED_27 TO t39 WIDE,5,959 SF a v' EXI TING 14,259 SF ARCHITECT: . o BUFFER AREA,INCLUDING EXISTING •.'... .-.•. cq'.'.'. .' a.'. .'. . Allowable Lot Coverage: 6,533 sf(20% Of Lot Area) . .'... . : : : : : : : : . . . : : : . . : : : : : : : : . : : : : . . . : . . . : : . . : : :•:•: :•:•: . . . . : : : : . . . .•. . . . . . . . . . : : . . :•:•:•:•:•:•: : . . . . . . . . . .o : NA URALLY VEGETATED Kevin O'Sullivan &Assoc., LLC 4,259 SF NATURALLY VEGETATED BANK W. . . . . . . . . . . . . . . . . .. M - . . . . . . ° cn. ... :. E ANKMENT TO REMAIN 24 Main Street,AND 10 WIDE 1,700 SF NON-TURF 08 aI S eet, Suite B . . . .'.'Tb -ofBatik. . . . rn. :'. o ,. . . . . . BUFFER TO BE ESTABLISHED IN PLACE P :': „:a.s : : - : : : : : : : : : : a : : : : : : : : : : : : Brid eham ton. NY 11932 EXISTING: —— �' g p � . 3 . . . . . to :x. F EXISTING LAWN LANDWARD F T O O � c el: 631.267.3038 r m� w. Main H 2 300 sf. _ b Ma House: R8. e� TOP OF BANK/TIMBER.RET.WALL tainiri . l. c ". v� -o. : . Garage: 761 sf. ± •. g . .. :�'. . . . . . . . . . . . . SURVEYOR: - .— : a .. . . . . . . . o. . .. . ao •'•'•. y. :.....:. . Kenneth M W oychuck Land Surveying, PLLCwJr D k 46 sf. .• t Oa . o . . . : : : : : +I P.Q.Box 153ExIstln Total Lot Coverage: 3,521 f. ± 10.$/ • • • . • • • • oA uebo ue NY 11931: . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . X " Tel: 631.298.1588 PROPOSED: X ---_ . . . . . 3. o'.r.'. . . . . . . . . _ . _: I+ I+ (5:E: . o. Main House: 2,350 sf. . . . >k. . . � 0 .o . . . . . . . X (P w : : : : : : : : . - °. rn. . : : : : . '•` / • • . . . . . STRUCTURAL ENGINEER: 1. . . . . . . . . PROPOSED SIF " " " " " " " " " " " " Pool Deck: 1,402 sf. .. . . v o �• Dilandro Andrews Engineering cV O o �_ m NON-TURF BUFFER IN . .. - .� : : : j: B - o PLACE OF EXISTING LAWN North Deck (BBQ) 669 sf. H_ O it i B ° Cod BarrierJ :�'.*. . . . :Q: , . . . . ` P X �. . .w. . . .o. op of Bank 158 County Road 39 Ent Porch: 33 sf. Com liant Pool - �."o ' > Entry o N co o P( ) Gate Pool --_� _ ` Tela 631.259 3959 1968 0 CIOrn Fence 4'-0"tall CO Z °' Swimming Pool. 681 sf. W m nce + Y >z <1 . .� g Neighbors g m Existin o X o o istin 2-Stor (Self Closing) 4) Swimming +l o Swimming Pool New Total Lot Coverage: 5,135 sf= 15.7% N • o o Dwellinq Ito be removed Existing Septic; • o z • in Permanent Barrier 10' o to be removed". p c Allowable GFA: N/A code compliant Pool o ° o - 24' z Fence (4'-)"tall) `�° o' +► o 0 0 Z o � o p a 14„ � � •20„ Proposed Building GFA: '0 o 03 — . 10° N/F �i m a m Oa 1 st Floor: 2,350 sf. OF MARY ZUPA t O " OF 2nd Floor: 1,256 sf. • -o _ /FMAzz 1000-81-1-16.7 -� Permanent Barrier N ............ . Total Building GFA: 3,606 sf. °o • 10° : ode Compliant Pool J. & L. A -• -� o P 1000-81-1-19 tP rr O Fence (4'-0"tall) Permanent Barrier Nom,, -- - PREVIOUS PROPOSED HOUSE Code Compliant Pool ? it OUTLINE Fence (4'-0"tall) g Existing --- Neighbor's NOTES: T 101, _ House �' 1 N� Oak X ...................... ... 1-SANITARY SYSTEM INFORMATION, SEE PROPOSED SEPTIC DESIGN PLAN BYX • O i tDW-4 DILANDRO ANDREWS ENGINEERING FOR ADDITIONAL DETAILS. FLOOD Z O N X 10„ 10" 18„ Proposed �'`-�� Permanent Barrier Code O N F E(D L 2 � ) Oak Oak) 26'x ood Pergola BOUNDARY X alk on wood post c, I Compliant Pool Fence (4'-0"tall) 2-SITE PLAN BASED ON SURVEY PREPARED BY: _ -- 32'-8" 26'-1" _ _ - - 0'- " - - - - -- - -- -- KENNETH M WOYCHUK LAND SURVEYING, PLLC i PROFESSIONAL LAND SURVEYING AND DESIGN ZONE X SURVEYED APRIL 19,2021 X Proposed Wood Deck on 1 unnd n—t. X10,I 10 (North Deck-BBQ) I 669 sf. SANITARY SYSTEM INFORMATION: —Oat - 3'-4" 13'_6" Oa64'-$" Oak Oak FF.EL.20.00' 20" - _ TOTAL NUMBER OF BEDROOMS : 10 - - -•- _. - - I I/A SIZE REQUIRED: 1100 GPD ....._ / // // /� ��.r // // // ; // // /`. 1 I LEACHING REQUIRED: 700FT2 !1J 10" j _ I Prol osed /, ,, J/ / a - . .3 10 1;K J0 Pool /0 PROPOSED MAIN HOUSE Proposed Entry Po d• ( Y)� I Project Limiting Fencercho Equipmer t with FF.EL. 20.0' 1'sf. Area of Disturbance: ±22450 sf. o ;Irxisting 34.2'K 22.2 1 1 Open Pergola / / / / / / / /y q / ,! _ _ �� i. FF. EL.20' Detached Gat t 1 :.# z a o 1 I - /_ , /_ s/j 3'- " 10" be r moved �. �/�// 04 cv _1 �, `� r I ./j i/ // /, %// // Oak j DW 1 1 5'-4" 8'-1" ! ti ' Pool 1 1 Pro osedWood Deck on wood posts I 33' 0'114'-5 15'-0" 2Ao"-2"1 (Pool Deck) — - - - - - - - - - - - - 1 t -0„ 101-0 -' 1,402 sf. , Sloped Driveway 11 20.00' o 0 4 to basement � � Jpfld M ti -Existing garage doors - „ tW............. ........... N Neighbors Shed j Retaining Wall 2- (9 -A 8” Proposed Entry For h w 1; DW-3 � / drywelis 0 Oak 16 sf. Q moi_i 20" FF. EL. 20 - - - - ✓ �' 1 _ �> Oak - - - - _ - Oa PROPOSED MAIN - - - - - 4 1 14„ - Oak Clean-Out 1 HOUSE - - - „- Proposed Driveway 1 Oak drywells (2 Stories) Oak Pervious-Gravel- - - - - Proposed Driveway r 4 Bedrooms (Existing Curb but �� Pervious Gravel 2,39 sf.(First Floor) suU to Remain - (Existing Curb Cut \ \ `_.. ..... ...... FEEL. 20.0' to Remain) Control Panel -.. - - - -• - - - - - - - - - - - - -- -• - - - Sr 10" DW-2 / 12" Oak --- ------ ---------- �T Existing Driveway to be removed Existing Natural Grade drywellsV 3o j�}�•� To Reman Future Hydro Action '"ADW-5III KEY: _J / I Expansion 0 AN-1100 , 20" Distribution _ J Existing Natural Grade T I � box o S�Q W • EXISTING TREES EXISTING TREES To Remain �(1(�/ - - - F_ _ _ _ _1 F - - - __1 - - - N TO REMAIN TO BE REMOVED to I - -� o y. Proposed )/A, Low L - - - - I- � L - - - -� - - - -J L - - - Jo ' - - J U 0 Nitrogen Sanitary System o° Az c O IT z 411 -J L — J L - - -_ J L - - - J L —' —�' L — _; —y°_l Q) o a o COMPARATIVE SITE PLAN TEST HOLE DATA S '`� e' 74° 'uo. a deep e x 4'ng g x4'-0„ 0- M DATE: FEB 14, 2020 24 2�,r G o o deep leaching galleys ;,- ° EL:17.0' 0.0' QtoQy�� Existing Driveway to ; -BROWN SANDY LOAM (ML) be removed --' Redesign 05.09.2022 +, M AY 1 8 202 ' 0.4'BROWN LOAMY SAND & 5e REVISIONS: 'a GRAVEL (SM) SEG �P Southold Town 2•8'BROWN MEDIUM SAND pRoRRFNT`y U�c'� Board of Trustees DATE: March 22, 2022 AND GRAVEL (SP) Top �FSSoF p�OpFRT U/ ELEC W ER 6.1' ��'4pySFpOFiyGTR^ OF2�pq ��R -MEDIUM SAND AND NT�SsooW,gToNFF /N Exis ng t ('�/ Existing Natural Grade SCALE: As Noted GRAVEL (SP) Utiliti sto _� g EL:1.6' 15.4' FoGF be re oved To Remain DRAWING TITLE: ofp1 O Proposed Site Plan -WATER SAND & GRAVEL (SP) ��F�Fti, O� l eqS/N 178 4 ,` O= DRAWING NUMBER: 17.0 RO 8 i COMMENTS: GROUND WATER ENCOUNTERED �� 378',r AT 15.4' BELOW GRADEE�GEOF Proposed Site Plan pAV�MF/V, Project Limiting Fence L� 001 TEST HOLE BY: _ N/F PARADISE POINT Scale: 1" - 10' rea of Disturbance:±22450 sf. K.WOYCHUK LS ASSOCIATION oup. HYD.. 1000-81-3-29 DiSalvo, Diane From: Robert Herrmann <rerrmann@enconsultants.com> Sent: Friday, June 10, 2022 6:01 PM To: Cantrell, Elizabeth Cc: DiSalvo, Diane Subject: Peconic River LLC - revised plans for amendment application Attachments: 450 Basin Road - 3D view_Driveway.pdf; 20220510 450BR Plan-Site-V2 L-001 Site Plan_rev.pdf Elizabeth, During field inspections this week,the Trustees asked if I could confirm that the proposed garage space had been moved below the proposed dwelling,as the previously proposed attached garage footprint was eliminated from the site plan, and a label near the road indicates a"sloped driveway to basement garage." And if so,they raised a concern that the previously proposed septic system location might not work with the revised design due to a potential conflict with the proposed driveway. I relayed the Board's questions to the project architect,who confirmed that the previously proposed basement space beneath the front of the dwelling is now smaller and divided between a basement and a basement level garage. And,as a result,the proposed septic system does in fact need to be relocated from the southwest corner of the front of the house to the southeast corner. To that end,please find attached hereto a PDF of a revised site plan prepared by Kevin O'Sullivan&Assoc.,LLC,last dated June 10,2022,which reflects the updated I/A septic system location. Two sealed(2)hard copies of this plan were delivered to your office this afternoon. The modified system remains located well outside Chapter 275 jurisdiction,as described in the description of authorized work,so there is no need to change the project description associated with the amendment request. Please share this email and revised plans with the Board at their work session Monday night,as we hope to receive their approval of the updated plan on Wednesday. Many thanks, Rob ric JUN 1 3 2022 Robert E.Herrmann,MEM Coastal p Management Specialist En-Consultants TOM 1319 North Sea Road ftaftl Southampton,NY 11968 Phone: 631-283-6360 Fax: 631-283-6136 Email:rherrmann@enconsultants.com www.enconsultants.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 a t t DE C E I V E . BUILDING INFORMATION: {< 1` , SOUTHOLD BAY f J. 20 f 1 Add. 450 Basln 0.oatl F. NBBS]30 E469]- 4 - - te Southold NY 11911 pie A I iII Ref Tax Mop ID 1000411 1-10.1 [ 450- Road s.A114 "A'119 Zoning Olslrlcl. Rd0SBB'15'04'W � 777a -'P Lot Area 32665 s(.(0,75 acres) 0'z. ` 1 F` _ ftud Trustees Lot Coverage Cakulelbns. - IN Allowable Lol Coverage 6.533.1(20%of Loi Area) EXISTING Maln Hous.: 2300.Sx Garage 761 sl, pecks: 4600.x `"''.-- Ealsllog Total Lot Ceverege: 3521 sf.ks-10,8% �___ PROPOSED: s X Maln Hous.: 2,350 sL z' a Pool Deck 1,402 sl. North Deck(BBQ) Entry Porch 33 sl.. 6wlmming Pool fiat sl_ New Tolal Lo Coverage. 5,135o1s 15JY. - - [ " is"^' Allowable GFA NIA Fe�Nrwn a - 1 Propd B.Ilding GFA: 46 ; ZFbor. 2,350 s1_ a. bor 11 2�fi slsl. " 2nd FF ' w T-1 BOlding GFA: ],606 sl. u Isnu tAnrstsEw x;u atAo ev ti �� son N olANO.o Auuaaws Euc NEE.Nc ra,n A.o*rouu oETA Is. ` - � ->y r+p�w e s- .s......evAaeoer z _ x - LEc - - — s cN 111—­11MAT111 otALN" ....ROOMS c _._aaz '- zEau REO Iro GP. - REgulRea zo4Gir oh axiasp.. a� t a _ _ 3 .' s � F mum ra rcralw a-vn '-a-' aa` "ate �� a w 'T .REwR _ 17 is TEST HD1E DATA 4 1111 � I 'r'14'13•E� � � EL 1]0 a 00'9ROWN SANDY LOAM(ML) Redesign ANDGRAVEL(Sl'14-'7 . OS 092022 V p40ROLOAMY SANDE [ } REVISIONS GRAVELEL(SM) i 2BBROWN MEDIUM SAND ` - � ""' DATE:unc J 10.2022 6.1' [[a T -MEDIUM SAND AND [ �_ St11 C)_ SCALE AS N.Ied GRAVEL SP) t ELtfi �_. 15A` DRAWING TITLE:oseI \ - Pr.pd Slle Pbn -WATER SAND B GRAVEL ISP) -€ �`ti� / 110, _ I dig „4 DRAWING NUMBER- -001 -v 1 32BI COMME BELOW GRADE WATER ENCOUNTERED - L 001 = AT 154 BELOW GRgOE ] -P—'- Proposed Sile Planix TEST HOLE BV; I 9 K.WOYCHUK LS •:�} .� Asso.L4tbR *f:� .ss-3s5-.r i .�-, lalzat I19 BUILDING INFORMATION: S; .9 ���, w 1c� LINE ALONG MSOUTHOLD BAY Private Private WOOD BULKHEAD "� •� Residence Address: 450 Basin Road N 88057'30" E 46.97' op'l�5 on-oft o Southold, NY 11971 0 X (� Tidal Wetlands Boundary equal to bulkhead, O W as determined by EN-Consultants 11-10-2020 - -� goneft Tax Map ID: 1000-81-1-18.1 S 82°4T 450 B °3 q, g`B . hes . 56" E X: i Basin Road E t ulk d d 9 Southold NY 11971 D� ►\� R- . . . r' 80 Zoning District: 9 W S 88015'04" . . . . . . . - _ Lot Area: 32 6 65 sf. 0.75 acres 82 . - . . ( ) r� -- : VINYL BULKHEAD . Ex. Timber Ref ihih 1NaIl.. -.-. - . .�. . �.-.LL.-.•• r . - r Calculations: Lot Cove - a e C PROPOSED_27'T ±39'WIDE,5 959 SF . EXI TINGARCHITECT: nr G_ 259 F ECT: AREA INCLUDING EXISTING • �- S 0 BUFFER C G S G a�- NA URALL Y VEGETA f f L TED 3 s 2 0 ofArea) v r 6 53 0/o w LtCoeae: Allo able o , ( 4 2 F NATURALLY VEGETATED BANK Coverage: 59 S Kevin I O'Sullivan- la Assoc.,d�. - & LLC AND 10 WIDE 1,700 SF NON TURF •c 0 E ANK MENT T O REMAIN 0 . 2408 Main Street, Suite B •To �of'Ba�ik- - -e . . . . I . . .;. . p BUFFER TO BE ESTABLISHED IN PLACE -_�- � � �� _ •�' � .�- . - EXISTING. . . . Brid eham ton. NY 11932 OF EXISTING LAWN LANDWARD OF . . . - Tel. 631.267.3038 mb 2 300 sf. _ . . . . . : . . . . . . . . . . :�:�:�. . : . r`F� .�- Maln House . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . e TOP OF BANK/TIMBER.RET.WALL . . . . . . . . . . . . . . . . . . . . . :•. tat�rfiri -c �� 'o. . . . ». e . ::�• g tNaJl. � :�. 'x .� . . . . .�. . Garage: 761 sf. _ - . .tn� . - . •er, SURVEYOR: 'I . Decks: 460 sf. _ .� --- _— — — — � . . . . . . . . . . . . . . . . .�.-.�.•.•.• :.�,.. . 'ff. . . . . . . . . •. .pa . . . . o. . . . . . . . . . . . . ... : . . . . . . . . . - - Kenneth M Wo chuck Land SurveyingPLLC . . . . . . . . . . . . . . . O O. . ,�. Y , Existing Total Lot Coverage. 3,521 sf. _ 10.8% �- i . . . •.•.".-.•.-.-.. . . . . " . . . . . . . . Oa -� . . . . . o . . . . -' . . . . . .". . . . .rir+�. . . . . . . -- s � . +t P.O.Box 153. � . A uebo ue NY 11931 . . . . . . . . . . ...:. : ... ... . . ... ...:.:. . . . . . - . . - . . . . . -.. .�. . . . Tel: 631.298.1588 PROPOSED: X Main House. 2,350 sf. . .,k. . =:=: . '00 X + X - �: : . oF-.: .// STRUCTURAL ENGINEER: . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 o PROPOSED 10'WIDE_ 1,700 SF -� Pool Deck: 1 402 sf. _ .. . . . - — : : : : : : : : . . . . N O` O NON-TURF BUFFER IN - ° �'' °' Dilandro Andrews Engineering North Deck (BBQ) 669 sf. o -13 10 - . . �,. ." op of Bank t+ -� o PLACE OF EXISTING LAWN x o o y 158 County Road 39 Permanent Barrier a Ent Porch: 33 sf. M °° °o O Code Compliant Pool Gate n Pool $' ' ' �' " LO o �� _ Southampton, NY 11968 o N m Fence (4'-0"tall) nce Z ,n Existin Tel: 631.259.3959 Swimming Pool: 681 sf. m m a ;, +1 Y a __• _ g Neighbor's (sting 2-Story (S f losing) 0 +I o New Total Lot Coverage: 5,135 sf= 15.7% cn . - Swimming Pool Perm removed ---- Existing Septic.' • o Z • pin 11 C) Dwellin o be Permanent Barrier 10 0 to be removed `;... Code Compliant Pool o O o - 3. 24" ;� o Allowable GFA: N/A p o is i; Fence(4'-0"tall) �' + _ ( o 0 Proposed Building GFA: `° .� � • 10„ 14" °..::...... ; •20'x; ....................... ' _. . ..................... 1 st Floor: 2,350 sf. N/F — ba o ,�o�.. OF MARY ZUPA • '' Q�� a 2nd Floor: 1,256 sf. �, ........... 1000-81-1-16.7 h Permanent Barrier N/F OF Total Building GFA: 3,606 sf. • 10° _ -- J. &L. MAzzA g ^c 0 1000-81-1-19 de Compliant Pool O Fence(4'-0"tall) Permanent Barrier Code Compliant Pool Fence (4'-0"tall) Existing 10" - - - Neighbor's NOTES: 1 Oak Proposed linear House - 1-SANITARY SYSTEM INFORMATION, SEE PROPOSED SEPTIC DESIGN PLAN BY X • O drain at patio DILANDRO ANDREWS ENGINEERING FOR ADDITIONAL DETAILS. FLOOD z 0 N X 10„ 10" 1 g" Proposed edge piped to B 0 U N DA R Y I Oak -ONE E C L L 2 1 ) ; Oak Oakes( 26'x11.4' Pergola drywell Permanent Barrier Code l� on wood post - N Compliant Pool Fence (4'-0"tall) --42i-8'=-------- - ---------- -2§- "---- - 2-SITE PLAN BASED ON SURVEY PREPARED BY: ------ - - _ _ - _ - - - - _ - - - - - - _ __ _ - - - - -- - - - - - - - - - - - - -- -- - KENNETH M WOYCHUK LAND SURVEYING, PLLC 10 - PROFESSIONAL LAND SURVEYING AND DESIGN ZONE X I,roposed linear J �\ SURVEYED APRIL 19,2021 drain at patid�f ___ - Proposed N ood Deck on wood post I DW-3 10" ( orth Deck- BBQ) �n 10'I edge piped to 64'-8" 669 sf. r I \ / SANITARY SYSTEM INFORMATION: Oak i drywell Oak r Proposed i 12 FF.EL. 20.00' 2t�_ �\Oak drywell -------------------------- TOTAL NUMBER OF BEDROOMS : 10 -- - 1/A SIZE REQUIRED: 1100 GPD �_ _ r��-7-.- - - - - - - - - - �- LEACHING REQUIRED: 700FT2 LL 10 i� ro osed //�� / / �� / / / / / / p , �. // // // // // // // ,Rr �e / / I Proposed 8'-0"dia x 4'-0"deep / drywell to serve outdoor sink N Oak I\ 17.4'X5.3' i K/ / Isl/�/ // /1, „i'/ .// // /,, /� PROPOSED MAIN HOUSE \ DW-3 I / Enclosed Pool i / / / •/ / / . �g P6Qf o �/ Equipment with �� / / /� / / / - (1 Story) I Pro ect Limiting Fence ��_ r` / �% //y// //�� l+f //J//wiy��a t ti � /� FEEL. 20.0' II J 9 o Existing 34.2 x 22.2 I Open Pergola .�/ / / ,/ .f / /� / _ = I E - Area of Disturbance: ±22450 sf. / ✓ _ Detached Garage to CP i' / / / _ be removed /% �✓ // // // //=�/ / 'j/ / / / // Oak Y1 / / / / / / i / / / / /- Proposed Entry Porch Proposed 91-1.. / iI - - I 17 sf.54� 8,-1, NDW-4F. EL. 20' ProposedWood Deck on wood posts f 14'-5" 33'-0" 15'-0" -� Pool Deck f/` -2" 10'-0" 10'-0" ( } - - - - - - - - - - - - - - 24' - 1,402 sf. / _ - FF.EL. 20.00' I o o l EI „ Existing / CV \I I Nei'ghbor's - - - - - - - - - - - - - - - ��- - - Shed I Proposed traffic I Retaining Wall �� 2'-3' Proposed Entry Porch LO rated drain at I w 0f I N grade piped to I i t 8" W FF. EL.20' drywell /�_._\ 1\ /�� °` Oak 16 sf. Q / \\ .. ., - -- -- - - - - 20" g° Proposed traffic rated drain -Oak- - - Proposed Driveway % _�- "? - _ - - - - -- -_ / \ at grade piped to drywel Pervious Gravel J 6" _ DW-1 -j Oak DW-1 j N f/ PROPOSED MAIN -- _ - - - 14" (Existing Curb Cut _ -Oak- HOUSE - - „- DW-2 Oak \ to Remain)f - �\ �/ \\ �`N, (2 Stories) - - - - - - - �/ - - _ - -- - - \ 4 Bedrooms Oak - �� 2,350 sf.(First Floor) Proposed drywells _\ FEEL. 20.0' 59`-0" 48'-10" 12" generator& - C Oak -' condensers O - Clean-Out \\ Ir Exlstlnq Driveway to it / \\ FO be removed - J i Hoie -,- - - - - - - -\-- CIO y � ___ _ - - - - /_ � o � \\ \ 20" Dist&ution Hdro A tion I �� / - - - -- �\ 'boat \\ Ay00 ro (2) 10'-0"O x 8'-0 deep / KEY: o leaching pools ,� C G7 W Existing Natural Grade Future i ( ,. / _ ° m pD ARCy • EXISTING TREES X EXISTING TREES To Remain Expansion 1 �(� 0 LIDn TO REMAIN TO BE REMOVED 1 j _ - - �� / \ off✓, // Sloped Driveway °' Control Panel / to basement Retainingwall to / \ / \�� i \\ z \ T garage doors shield Generato \ v / and condenser d T.O.W. EL.: 1 -6" +i B.O.W. EL.. _6. a TEST HOLE DATA S 7 ° I I o I Q0�� DATE: FEB 14, 2020 4 2423„�� 11 \\ 0 y17.0' 0.01 �� \ / oQ Redesign 05.09.2022 -BROWN SANDY LOAM (ML) Existing Driveway to \ 0.4 \BROWN LOAMY SAND & be removed --- / REVISIONS: - \ --- GRAVEL (SM) 2.8' p c�RRFNr — _ — — UIG ELEC � Proposed Driveway DATE: June 10, 2022 -BROWN MEDIUM SAND Ro �y p y AND GRAVEL SP ;,0,. Q1- U/ ELEC U/G ELEC Pervious Gravel ' ( ) Rq� Fiy °� TER (Existing Curb Cut 6.1 'SFpo GTN z�pq WA to Remain) WAT WATERE)-- I SCALE: As Noted -MEDIUM SAND AND NTgssOcg �O WATE GRAVEL (SP) Existing Natural Grade Existing To Remain DRAWING TITLE: EL:1.6' 15.4' FoUtilities to o� be removed O / Proposed Site Plan -WATER SAND & GRAVEL (SP) pq`F�FNT ECEIVE e'qS/N 1�g4 O nD DRAWING NUMBER: 17.0 iQ0 8 ` CO COMMENTS: GROUND WATER ENCOUNTERED 378+ m .1UN 1 0 2022 AT 15.4' BELOW GRADE EDGE Or OL� 00 1 Proposed Site Plan PAVEMENT Project Limiting Fence s.,urolaTown TEST HOLE BY: Scale: 1" - 10' N/F PARADISE POINT rea of Disturbance:±22450 sf. Board et Trustees K.WOYCHUK LS ASSOCIATION oup. HYD.O 1000-81-3-29 BUILDING INFORMATION: �as SOUTHOLD BAY Private MNGHW LINE ALO WOOD Address: 450 Basin Road �_ N 88057'30" E 46.97' BULKHEAD Residence Southold NY 11971 2 6`L w c� X (' Tidal Wetlands Boundary equal to bulkhead, .� W as determined by EN-Consultants 11-10-2020 0-s Tax Map ID: 1000-81-1-18.1 �rL , — o LL. ot�j� �b .Exi ti g bulkhead± . . . . 82 7'56" E �b . 9 S 4 450 Basin Road ►\ p Southold, NY 11971 r' Zoning District: R- 80 S 88015'04" W 5 f. .7acres) 3 L t Area: 3 2 665 s 0 5 0 . . . .. . .LL.y. ... ... .. . . . . LL VINYL BULKHEAD .`. .`. . .`.`. Ex.Timber Ret inih 1NfiIC-` Lot Coverage Calculations: PROPOSED_27'TO_39 WIDE 5,959 SF . . CHITECT: EX TINGT N BUFFER AREA INCLUDING EXISTING I I G_4259SF 0 C `.cei'.' .'cz. sf 2 of Lot Area m. NA ORALLY VEGETATED Allowable Lot Covera e: 6,533 0/D Kevin O'Sullivan Assoc., LL ( ) C VEGETATED Coverage: 4 2 F NATURALLY VEGE A ED BANK 59 S os. - o E A NKMENT TO REMAIN c 'f AN IDE 1 SF NON-TURF 2408 Main Street D 10'W 700Suite B 'To' tf'Bank. •c p LL . I E BUFFER TO BE ESTABLISHED IN PLACE -:.."- � Brid h m "�"i•` e a ton. Y a�• N 11932 TIN . , . . . . . . . :`.`:`.-. .`: . g p � . � . OF EXISTING LAWN LANDWARD OF _ • • `�"' � �` . `�` . . Tel: 631 2 7 : .::;. Ex:-7i u�. . 6 .3038 mb Main House. 2,300 sf. _ er rye TOP OF BANK TIMBER.RET.WALL . . . tai .W . . . . . . . . . . . . . . . Garage: 761 sf. _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 11 . - . .�` . g - SURVEYOR x ` + - -_ 6 ,� `* r 460 s -.�- . Decks: �:-' o. .". . . . . ;� - i. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..•.•.•.•. .•.•.•.•.•.•.•.•.•.-.•.•.•.•.•.o-. .•.-.•.•.•.•.•.•.•.•.•.•-= -.•.•.•.-.•.•. .•.•.••�•-.•. . .•.•.-.•. : : : - _. Kenneth M WoVchuck Land Surveying, PLLC ExistingTotal Lot Coverage: 3,521 sf. _ 10.8/° a. . . •..Qa _ . . .9. . . . . g i . . . . . . . . . - . . . . +1 P.O.Box 153 o . �, . — . . . . . . . . . . . �. . � .•.•.•.•.•.•.•. •.• -.•.•.•. . . . .•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.• . . . . . .•.•.•. .•.•. .-,.•.. . . .�•.•:•:•:•'•:•:•:•:•:•:•:•; :•:•�. . .� . . A uebo ue NY 11931 . q 9 . . . . . . . . . . . . . . . . . . . . . . .:...:.....;. .....:... .;.:.,. . . .;... _ : : : : : : : : : : : : : : : . . . . -, Tel: 631.298.1588 PROPOSED: X -- X 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LJ Main House. 2,350 sf. �: . . . .`. . . ° .° . . X w X `. �. o. . . ..LL.l/; STRUCTURAL ENGINEER: . :. . . . : : : : : PROPOSED 10 WIDE±1,700 SF o - .r . ^. . Pool Deck: 1,402 sf. ..1 . _ o Q . . .�,. . . .' CV NON-TURF BUFFER IN ° m - ' Dilandro Andrews Engineering North Deck (BBQ) 669 sf. o : : �+ 0 10„ �-- �,. . . . .. . . w o PLACE OF EXISTING LAWN P rmanent Barrier a 4 Entry Porch: 33 sf. M °o O Cod Compliant Pool Gate n Pool — . : �;: :�.° op of Bank X o 158 County Road 39 ,/ _ o Southampton, NY 11968 ° m Fence (4'-0"tall) nce t�, Existin Tel: 631.259.3959 Swimming Pool SwimmingPool: 681 sf. ° m a 9 Neighbor's x o- a istinq 2-�Sior (S f Closing) +t 0 +1 o s --`' New Total Lot Coverage: 5,135 sf - 15.7°/ c 10" o Dwellin o be removed -- Existing Septic • ti o ° N • o : a Z • pin Permanent Barrier c, 0. - 3 to be removed Code Compliant Pool p O o 3. Mrg 24" Allowable GFA: N/A z o 00 Z +I=° Fence (4'-0"tall) � o O ° • •20., 14 ......................... . - Proposed Building GFA: `° �y m • 10" ..................... : - 1 st Floor: 2,350 sf. N/F ©a �'. o o . a � ,�` OF MARY ZUPA • m 4' N/FOF MAZ 2nd Floor: 1,256 sf. y w Total Building GFA: 3 606 sf. 1000-81-1-16.7 • 10„ ^�� Permanent Barrier g .nl �Q ode Compliant Pool 1000-81-1-19 O Fence(4'-0"tall) Permanent Barrier Code Compliant Pool Fence(4'-0"tall) Existing NOTES: 10" Neighbor's 1 Oak ......................... - drain linear --' House - X i at patio 1-SANITARY SYSTEM INFORMATION, SEE PROPOSED SEPTIC DESIGN PLAN BY FLOOD Z0 N X • O 10" 18" Proposed DILANDRO ANDREWS ENGINEERING FOR ADDITIONAL DETAILS. 10 / edge piped to Permanent Barrier Code BOUNDARY Oak ONE E\ E L 2 � ) Oak Oak,, 26'x11.4' Pergola „ on wood post —� - I iv Compliant Pool Fence(4'-0"tall) drywell 2-SITE PLAN BASED ON SURVEY PREPARED BY: ---------�2- ------ ----- -2 - - - -- 20; - - - - KENNETH M WOYCHUK LAND SURVEYING, PLLC PROFESSIONAL LAND SURVEYING AND DESIGN z U N E XProposed linear Proposed Wood Deck on wood post SURVEYED APRIL 19,2021 i drain at patid>C p p = I DW-3 I 10") edge piped to 10" (North Deck-BBQ) � SANITARY SYSTEM INFORMATION: / Oak II drywell 12" 64'-8" Oak T 669 sf. r � \� i Proposed FF.EL. 20.00' drywell I - - -=�'-6'=----- 6a#t-- -------- '-=------------- -- - ~Oak_ TOTAL NUMBER OF BEDROOMS : 10 = _ I/A SIZE REQUIRED: 1100 GPDr_ / � r �� � 10 41. _ _ -. - - nommov / \ 2 LU ` I / /f / �. LEACHING REQUIRED: 70OFT _ 10" i Prdposed /, f//0 / / / / / / / I Proposed 8'-0"dia x 4'-0"deep O / \ �`% // // // // // // // // \� drywell to serve outdoor sink Oak 17.4'x5.3' �/ g/� / / / .r / PROPOSED MAIN HOUSE EO DW-3 Enclosed Pool i� / / ////// �/f/ /Pr� _ o J / Equipment with �/ // '//-// // // // W;y( tfi t. �/ (1 Story) I Project Limiting Fence d OPen iPer�Sol �/% / / FF.EL. 20.0' xisting 34.2'x 22.2' N I� Area of Disturbance: 22450 sf. 3-1"o /1 / �/ / I10.,;Detached Garage to 0')Z be removed C\1/ � / iN / \ i� •�%��/�/ /./// Oak Proposed Prop Proposed Entry Porch 9'-1" DW-4I i drywells 5,-4„ 8'-1" iv F. F_ ( F. EL. 20' \ � f I \\ �� ProposedWood Deck on wood posts 14'-5" 33'-0" 15'4" 24'-2" - (Pool Deck) 10'-0" 10'-0" - - - - - - - - - - - - - - 1,402 sf. F F.EL. 20.00' o o l rpsd ^ I� \ Existing - •' Neighbor's Proposed traffic Proposed Entry Porch Shed p Retaining Wall I o rated drain atI loe� w I cV grade piped to �� 8„ 1s sf. � FF. EL.20' ) drywell Oak - \� ...... -..._ ... - - - - - _ � 8„ \ Proposed traffic rated drain -flak- - - - \ at grade piped to drywel Proposed Driveway ---- t - L /Oak j `'' - - - - - - Pervious Gravel 16" _ 1..- DW-1 t -1 DW-1 1 c PROPOSED MAIN - - -Q - _ _ -� 14" (Existing Curb Cut _ -Oak � � / \ / HOU5E � - - _ _ \ DW-2 j Oak to Remain), _ - _ �\ �/ \ � (2 Stories) Oaki�- _ 4 Bedrooms �- - - 2,350 sf.(First Floor) Proposed drywells - ` \ \ FF.EL. 20.0' 59'-0" - - - - - - - - - - - - - - - - - 48'-10" 12„ generator& O Oak condensers - - -� Existing Driveway to Hole \Clean-Out be removed 1, \ - - - - - - - - - -- - - - - _ _ _ \\ -- - - - �- _ _ \ \` 1 20"Dist%ution Hydro A tion co r (2) 10'-0"0x8'-0"deep / AN r'7 KEY: o leaching pools CLU_ r�C Existing Natural Grade Future I ��.. / _ R► tf) O \5: �A � EXISTING TREES To Remain Expansion 1 �(� 0 N C? ��_ • EXISTING TREES , TO REMAIN TO BE REMOVED !i Sloped Driveway � Control Panel o --- o to basement Z # i garage doors CL Retaining wall to /\ / \� �' \ co # o shield Generatoy \ \, M and condenseT., _i s` ' 04 0 59 T.O.W. EL.: 16" +� B.O.W. EL.:g a ' / \I TEST HOLE DATA S 74 02423 I o DATE: FEB 14, 2020 " I 1 /\ IAt / Qio a I EL:17.0' 0.0' \ \ _ _ / \\ / °Q°� Redesign 05.09.2022 -BROWN SANDY LOAM (ML) \ h Existing Driveway to \ / � /•.., �Q� 0.4 BROWN LOAMY SAND & \\ be removed / / REVISIONS: GRAVEL (SM) 2.8' p c�RRFNT — — — UIG ELEC 3`1P�� Proposed Driveway DATE: June 10, 2022 -BROWN MEDIUM SAND y AND GRAVEL SP TO 1qy 19 '�6p�OpzR"Y U/ EL� U/G ELEC / Pervious Gravel ( ) R F, o R (Existing Curb Cut 6.1' ��isFpo�T GT�NS�2&pq/h W{ATE to Remain) -MEDIUM SAND AND Ass��,gT R�� WATE - WATER 0- WATT _ ,/ SCALE: As Noted G 1°N �`K Existing Natural Grade Existing To Remain DRAWING TITLE: 15.4 Fo F Utilities to - of be removed O Proposed Site Plan -WATER SAND & GRAVEL (SP) ! O l egszN ��8.4 , p E C E I V E DRAWING NUMBER: 17.0 8 COMMENTS: GROUND WATER ENCOUNTERED ROgO 378'+ m JUN 1 0 2022 AT 15.4' BELOW GRADEFOF EpG Proposed Site Plan PAVEMENT Project Limiting Fence TEST HOLE BY: Scale: 1" = 10' N/F PARADISE POINT rea of Disturbance:±22450 sf. southoldTown L� 001 ASSOCIATION Board of Trustees K.WOYCHUK LS HYD.• 1000-81-3-29 U.P. BUILDING INFORMATION:'._ w 0 SOUTHOLD BAY Private MHW LINE ALONG WOOD BULKHEAD Residence Address: 450 Basin Road88057'30" p�5� �� N E 46.97 0 � .� �, o Southold, NY 11971 0 X62 X w c� 0 Tidal Wetlands Boundary equal to bulkhead, W as determined by EN-Consultants 11-10-2020 Tax Map ID: 1000-81-1-18.1 g ° Bzi ti g Bulkhead' 756 2iE 9 S 2 4 450 Basin Road Southold, NY 11971 R- t� Zoning District: 80 . . . . . . . . . . . . . . . . g S 88015'04" W . . f. .75 acres . . . . . . Lot Area: 32 665 s 0 Lo A ea• . . . .'. . Timber Re Min" WaC`. . .. . . ` . . . . . . . . . . . ... . . . . VINYL BULKHEAD EX. Tlnlbe et Ming g I . . Lot Coverage Calculations: ' o C + . . PROPOSED_2T TO_39'WIDE,5,959 SF Q ` ` . . . . . . . . . . . . - - EXI TING_4 259 SF ARCHITECT: BUFFER AREA INCLUDING EXISTING '.chi`.` .`o:.` . . . . . . . . . . . . . . . . . . . . . . . . . . W NA URALLY VE ETA r .'. .e,. .'.'-'LL G TED sf 2 of Lot Area)6 533 0/o Allowable Lot Coverage: 4,259 .`.•� -'.`.`.`.`.`.`.'.`.'. . . . . Kevin O'Sullivan &Assoc. LLC 5 F NATURALLY VEGETATED BANK . . . . . . . . . E ANK o r MENT TO REMAIN .'1 F NON-TURF c 2408 Main AND 10'WIDE 1,700 S NO U o a Street, Suite B "fn. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . EXISTING: BUFFER TO BE ESTABLISHED IN PLACE .'. .'.'.`."-`.'.'.`. .`, . . . .`.`. . . . �. .`.".`.'.`.'. .'.`.`. .`.".'.'.".' '.`.`0. .'.'. W .w. . . .-... %.'.'.'.'.".'.'. .� '.'.`. .`.` Bridgehampton. NY 11932 OF EXISTING LAWN LANDWARD OF . . . . . . . . . . . . . . . . . . . . . . . . . . `. .�.•.".•.•.•. . . . . . . . . . . . � .`.'. . . .`.'.'.-.'.`.•.-.-.•.'.�.•.'.'. . . . Tel: 631.267.3038 Main House. 2,300 sf. ± TOP OF BANK/TIMBER.RET.WALL er.Retairtiri ` c o . .'.`. LL 9.Wall Z. x to Garage: 761 sf. ± g :� . . M* ' ... ' `"' a�- ,� SURVEYOR: : 6 f _ � . Decks: 460 s -.o.-... .•.•...-.....•.•. .,. ... . . . ..�.•:': ec _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ✓. . o. . . . . . . . . . . . . r. : : : : : . Kenneth M Woychuck Land Surveying, PLLC Existing Total Lot Coverage: 3,521 sf. _ 10.8% Ck i .`. .'.'.'.'.'.'.'.'.'. . . .`. .. . . . . . ..'. . . . . . . . . . . . . . .'. . . . . . . . . . . . . . . . . . . . . a . . . . . . . . . . . . . . . . . . . . . . . . . . +1 P.O.Box 153 . . . . . . . _r w . . . . . . . . . . . . . . . . . . . . . . . . . . . .`. . . . . . . . - • :.:: -- ti. Aquebogue, NY 11931 PROPOSED: " ` " " ' " " ' . . . . . . . . . . . . . . . . . . . . . . . �>� : : : : : Tel: 631.298.1588 I+ -. .a 4 . .D. Main House: 2,350 sf. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �k. X N °. . . . . . . . . . 1 : : : : : : X - PROPOSED 10'WIDE± 1,700 SIF :':`: :`: : : : : : : : : : °. . . .'.% : STRUCTURAL ENGINEER: - o ' Pool Deck: 1 ,402 sf. �. . .' . — ° cV :•:`O ° NON-TURF BUFFER IN • - • • - L � ,� � • -� • -'�`•`j- ' - - - ' Dilandro Andrews Engineering North Deck (BBQ) 669 sf. o t+ 0 10" T Permanent Barrier 4 c: w L ' :-:- :-:- op of Bank 158 County Road 39 Entry Porch: 33 sf. °, o PLACE OF EXISTING LAWN Cod' Com liant Pool X 8 '- '' M a O ° P Gate I Pool Southampton, NY 11968 Swimming Pool: 681 sf. m N `� Fence ,4'-0"tall —� Z - g eighbor's Tel: 631.259.3959 u7 Existin N 0 0- istin G :�kjr , ) (S If Closing) a�°i +I o-C Swimming Pool cn New Total Lot Coverage: 5,135 sf - 15.7% N N • g Dwellinq Ito be removed EXisting ., • • pin10o Permanent Barrier to be removed I Code Compliant Pool o O o >.' 24" Allowable GFA: N/A P CD - + _ - _ co Fence (4'-0"tall) iv o +i o Proposed Building GFA: `° m • 10° 1 st Floor: 2,350 sf. N/F a o o.. OF MARY ZUPA ........... • ... ....... __ Oa 2nd Floor. 1,256 sf. ....:...... 1000-81-1-16.7 Permanent Barrier J &L MAZZA Total Building GFA: 3,606 sf. J . 10" 11:0 �� :............................._ ode Compliant Pool 1000-81-1-19 O _ Fence(4'-0"tall) Permanent Barrier Code Compliant Pool Fence(4'-0"tall) E xisting NOTES: 10" - �.- _- Neighbor's 1 Oak Proposed linear House — _..._ ........ € 1-SANITARY SYSTEM INFORMATION, SEE PROPOSED SEPTIC DESIGN PLAN BY X • O drain at patio FLOOD ZEE X 10" 18 Proposed edge piped to DILANDRO ANDREWS ENGINEERING FOR ADDITIONAL DETAILS. 10" ONE E(EL 2 � ) Oak 26'x11.4' Per Pergola Permanent Barrier Code 9 CNI drywell Compliant Pool Fence (4'-0"tall Oak on wood post P ( '- ) BOUNDARY I OakX - d ell 2-SITE PLAN BASED ON SURVEY PREPARED BY: — --------- 4�-a=----------- ------ -2 - "---- -- - — 20- - -- — — KENNETH M WOYCHUK LAND SURVEYING, PLLC PROFESSIONAL LAND SURVEYING AND DESIGN ZONE X Proposed linear Proposed Wood Deck on wood post 7 \ SURVEYED APRIL 19,2021 drain at patid>f = I 10"� edge piped to 10" (North Deck-BBQ) DW-3 I SANITARY SYSTEM INFORMATION: 0* i_ 9 drywell 64'-8" Oak - 669 L. � � \ / Proposed - 12" FEEL.20.00' 20� -�� drywell TOTAL NUMBER OF BEDROOMS : 10 �r-5 i � -- - Oak__ --- ---------- ----------- 10 I/A SIZE REQUIRED: 1100 GPD W X � � I ,.. /� / /i / / i� °/ / / / '/ / / \ I LEACHING REQUIRED. 700FT _ 10 �r posed / / / / / / / / ,� / I Proposed 8'-0"dia x 4'-0"deep C) / I\' 1�'' / / / / / / / / ! N Oak I 17.4'x5.3' % / / / /- / / J / drywell to serve outdoor sink DW-3 I Enclosed Pool "/ /�/ // Jr."// /.� // p6' / PROPOSED MAIN HOUSE o" I `� %Equipment with '//� // // // //� X0 // // :� (1 Story) I - Project Limiting Fence / / / / J,r / / Wi r� t ey�t / 9 Oen Per of ti �/ �` / /' /f / FF.EL. 20.0' I Area of Disturbance: ±22450 sf. C:) Existing 34.2 x 22.2' – I P g - /J f/J �J /J / /J /J f..>,�JJ /� �'J /J ti ti li ;Detached Garage to a� i' / / •/ / Z be removed N / / / //' /i,J// //J/ cv N 3'-1" II J 10" ��� ` iJ /J /J /J /J �J /Jr•//• J /J"/J /J10 Oak / / ✓ / Proposed Entry Porch / Proposed \`. i DW-4I drywells 5�_4„ 8'-1., N 7 sf. C ti F. EL. 20' \\ �� ProposedWood Deck on wood posts 14'-5" 33'-0" 15'-0" 24'-2" - (Pool Deck} — — — — — — — — — — — — — — , 10,-O 10-01. t 1,402 sf. - \ FF.EL. 20.00' o o l [rJ,,Js d ff Existing " \ Neighbor's � 2'- Proposed Ent Porch Shed Proposed traffic Retaining Wall P �' rated drain at �� grade piped to �� 8 16 sf. w . H FF. EL.20' ......... ....... � drywell Oak Q - J -_� i — — — 20" Proposed traffic rated drain _ _ _ 8 \ \ . .. �,, _ --flak- --- -- — Proposed Driveway __ / _ —\- � \ " _ — — — -- _ / \ at grade piped to drywel Pervious Gravel 16,. _ _.---DW-1 1 /Oak DW 1 I N PROPOSED MAIN — — — -n — — — - 14" (Existing Curb Cut _ _Oak \ / \ / HOUSE DW-2 / Oak to Remain)_ _ — _ �\ �� \ ��� (2 Stories) Oak 4 Bedrooms --' N, 2,350 sf.(First Floor) Proposed drywells __\\ FEEL. 20.0' 59'-0" — — — — — — — — — — — — — — — - -- -- - — — 48'-10" 12" generator& Oak condensers \\ Existing Driveway to \CleartrOut \\ FO be removed I L Hole / \\\\\ \\ 20"Distr�ution Hydro A tion r �� (2) 10'-0"0 x 8'-0"deep /` \ ` — — — �\ `' 'bob \ \\ AN-800 KEY: o leaching pools W Existing Natural Grade Future m I / _G 8 m o ���tED ASC • EXISTING TREES EXISTING TREES / To Remain 1 Expansion ` �( C� \5 N MAD/ y/1X TO REMAIN LID TO BE REMOVED i _ —— , t / \ t r!� Co Sloped Driveway Control Panel , \ \ to basement ° o ¢:E, Retainin wall to / \ / \�/ �, / \ ° z I ,' garage doors 9 -0y , � shield Generato \ / \ '` / � \ N M and condenser"_ 0401 T.O.W. EL.: 16 + B.O.W. EL.: 6" / \I '`: a v` OF NE TEST HOLE DATA S74 I I . o DATE: FEB 14, 2020 24 23„E� I \\ � `2 I -BROWN SANDY LOAM (ML) \\ Existing Driveway to Redesign / r QRedesign 05.09.2022 / f, / 0.4 BROWN LOAMY SAND & 1 \\ be removed REVISIONS: GRAVEL (SM) 2'8' p c�RR roT \ — — Proposed Driveway F \ UIG EHEC \�`\P��Fz -BROWN MEDIUM SAND Ro �y � DATE: June 10 2022 AND GRAVEL (SP) TOp cFSSOF pROoFp UI ELEC U/G ELEC Pervious Gravel gRva eFiy 1 -op R (Existing Curb Cut 6.1 'SF OA,)- °rggN Ztpq WATT to Remain) -MEDIUM SAND AND �Tgss0Q1q RFS WATE WATER -- WAT�� SCALE: As Noted GRAVEL (SP) SON Existing Natural Grade Existing To Remain DRAWING TITLE: EL:1.6' - 15.4' Fo Utilities to O Proposed Site Plan F°Fpg� be removed Q. / -WATER SAND & GRAVEL (SP) F ` E C E I V ED DRAWING NUMBER: 17.0 �h'O,q� 48 3� = JUN 1 0 2022 COMMENTS: GROUND WATER ENCOUNTERED 8,+ m AT 15.4' BELOW GRADE EDGE 0, TEST HOLE BY: Proposed Site Plan PA�EMEn,r Project Limiting Fence 111111111111110 0 N/F PARADISE POINT Southold Town K.WOYCHUK LS Scale: 1 = 10' res of Disturbance:±22450 sf. 13oardofTnstees ASSOCIATION HYD• 1000-81-3-29 U.P. BUILDING INFORMATION: S .9 w 0 SOUTHOLD BAY Private MHW LINE ALONG WOOD BULKHEgp Address: 450 Basin Road 5 �. N 88°57'30" E 46.97' -Q11 Southold, 9 •� -X Residence Southold, NY 11971 0 6 w .R 0 Tidal Wetlands Boundary equal to bulkhead, W as determined by EN-Consultants 11-10-2020 ! ! Tax Ma ID: 1000-81-1-18.1 Map �� �� : . : : : . 1=X ti glknead: : : : ! s 82°47'56,, E 450 Basin Road o �►� �p . . . . Southold, NY 11971 ZoningDistrict: R-80 S 88015'04" 5 W . . . . . . . . . . . . . . . . . . . . .-. .. . . . . . . . . . . . . . . . 32 665 sf. 0.75 acres 8.23 . . . . . - . . . . . . . . . . . - . . . . . . . . . . - Lot Area. % . .. . . . : : : . . : : : : : : : : : : : : : : : : : : . . . : : : : : : . . LL.,. e' Ex,Timber Ret" fining V1/alt -' . . . . . . VINYL BULKHEAD . . . . . . _ . . Coverage Lo t Calculations: PROPOSED_27 TO_39 WIDE 5,959 SF - .'.`. . . . . . . . . . . . . . - . - . . : . . . #4,259 SF ARCHITECT - EXI TING . . . BUFFER AREA INCLUDING EXISTING o. . . . . . .�. . . . . . NA URALLYVEGETATED Allowable Lot Coverage: 6,533 sf //20/p of Lot Area +� . . . . . . . . . . . . g 1 ) 4 259 SF NATURALLY VEGETATED BANK Kevin O'Sullivan&Assoc. LLC . . . .. . . . . . . o E BANKMENTTO REMAIN AND 10 WIDE 1,700 SF NON-TURF o 2408 Main re . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . St et Suite . . . . . . . . . . . . . . . . . . . . . BUFFER TO BE ESTABLISHED IN PLACE .'. . . .'. . . . . . . Brid eham ton. NY 11932 EXISTING. . . . . . .: . . . . . . . . g P ,t . . . . . . . 3. . . . . E.. . . . . .. . ..-. . . . OF EXISTING LAWN LANDWARD OF _ . . _. . . . . .:.:. .:. .:... . . . . . . . . . . . Tel: 631.267.3038 . . �x.'T►n►ber-F�e � , . ,•. .-.-Az. .. . ... -- . w. . . . .�.-.�.-. . . . . ,�.o. . . . . ..... . . . . . . . Main House: 2,300 sf. ± TOP OF BANK/TIMBER.RET.WALL . . . . .. . . . . . . . . . . . ta►riIng Wall�:•:-:� . . . . . . ' ' .� . . . . . . . Garage: 761 sf. ± . . . . . .. . . . . : . . ..•.•.•.•.•.•.-.•. ..-.•.•.-.•. . . : : : : : : : : : : . . . . . . � . . . . . . �,. . . . . . . . . . . . . . . . . . . .� g _ SURVEY + Decks. 460 sf. _ _ ,. . ..:.::: , if. �._ . . _ 8 . . . •.•. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ i. . . . . . . . . . . •••`•Oa . . . . . . . . . . . . .o. . . . . . . .. Kenneth M Woychuck Land Surveying, PLLC + — 1 o e. . . . . . . . . . . . . . . . . Existing Total Lot Coverage: 3 521 sf. _ 0 8/0 . . .�.-.•.• •. - . a.•. .•. .•.•.•.•. .�.•.�.•.�. .-.�.•.•.•.-.• •.•.•. . .•. . . . .�.•. . .•.•.•.•.•.•. . . . . . . . . . . . . . . . . . . •.•.•.••.. . . . . . . . . . . . . . . . . . . . .-�... . ... . . . ....._.,..-o. ..•.•.-.•.•.•. .•.•.r•. .•.•.•.•.• .•. .� .,. ..•. . . . . . . .,.-.-._. . : :�. ..�. . .,.�. . . •. %:�:�:�:� g g , . . . . . . . . . . . . . . . .� - . . . . .oa . . . . . . . . . .•.-.•. o . . . . . . . . . . '' . . . . . . - - . . . . . . . . . . . . . . . +l P.O.Box 153 . . . . . . . . . Q . : . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . �- �. . . . . . . . . . . . . w.. . . . . . . ..•.•.•.•.• Aquebo ue, NY 11931 �� 9 . . . . . . . . . . . . . . . . .•.•.•.•.•.•.•. . . . . . . . . . . . . : : : : : : : : : : : : : : : : : : : . : : : : �: : : : Tel: 631.298.1588 PROPOSED: =: : : X . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Main House. 2,350 sf. . . . . . . . . . . . . X :::.:::. .: :.:::•:.: :.:.:-:.:•:•:.:•:.:•:•:•:-:.:-:. . o STRUCTURAL ENGINEER: POOI Deck: 1,402 sf. �: - '" X o PROPOSED 10 WIDE± 1,700 SF - . O NON-TURF BUFFER IN . o �,. �, '�-- os North Deck (BBQ) 669 sf. o t . . . o t� 0 10° ° a �: w. . op of Bank .:_`.....:... ...:... . _ o . - / Dilandro Andrews Engineering Permanent Barrier 158 Count Road 39 o 0 PLACE OF EXISTING LAWN Code Compliant Pool X y Entry Porch: 33 sf. - =7 O o P Gate nPool Tel:Southampton, a ton 395811968 Swimming Pool: 681 sf. m co Q +, Y a - Existing Neighbor's m Fence (4'-0"tall) ence a itir7 Ott r ' o x (S If Closing) a) +l Swimming P New Total Lot Coverage: 5,135 sf= 15.7% cn • - g ool o g Dwellin o be removed Existing Septic • [� o 0 • Permanent Barrier 10 3T to be removed pin Allowable GFA: N/A Code Compliant Pool o o �- ,� s -- 00 z 24" Fence (4'-0"tall) CD Z +t 1 n�•a- Proposed Building GFA: `° �� w • 10° 14" _ •20" 1st Floor: 2,350 sf. N/F oa 0 ,qo ........ - ti Oa OF MARY ZUPA .......... :............. OF 2nd Floor: 1,256 sf. • �K�"w� .............................. �" L/FM z 1000-81-1-16.7 � h � � � --.... Permanent Barrier .................................................. J. & ZA Total Building GFA: 3,606 sf. J • 10" CO ode Compliant Pool 1000-81-1-19 O Fence(4'-0"tall) Permanent Barrier Code Compliant Pool Fence(4'-0"tall) _ Existing Neighbor's NOTES: 101. _ r House - .......................... Oak 1 ............................ -...... ....... . Proposedd linea 1-SANITARY SYSTEM INFORMATION, SEE PROPOSED SEPTIC DESIGN PLAN BYX • 0 - drain at patio r DILANDRO ANDREWS ENGINEERING FOR ADDITIONAL DETAILS. FLOOD Z O N X 10" 10" 18" Proposed edge piped to 1 BOUNDARY I X Oak ONE E\ E L 2 1 ) X Oak Oa 26'x11.4'Pergola ryw Permanent Barrier Code on wood post N d ell Compliant Pool Fence (4'-0"tall) 2-SITE PLAN BASED ON SURVEY PREPARED BY: --------- -$----------- %lot -- -2 - "---- KENNETH M WOYCHUK LAND SURVEYING, PLLC - PROFESSIONAL LAND SURVEYING AND DESIGNZONE X Proposed linear J �� 1 Proposed Wood Deck on wood post L7 SURVEYED APRIL 19,2021 drain at pati _ ,I DW-3 10" _ (North Deck-BBQ) SANITARY SYSTEM INFORMATION: Oak edge piped to m 10"I 64'-8' Oak 669 sf. r I d ell i � Proposed " FF.EL.20.00' " -- i 12 + drywell TOTAL NUMBER OF BEDROOMS : 10 - - --I3'-6'=-----�. ,Dak -- ----------=------------ -_ ,.Oak__ I/A SIZE REQUIRED: 1100 GPD �cVL ' 0IFFdp � �LEACHING REQUIRED: 700FT2 sed f P roposed 8'-0"dia x 4'-0"dee p C:) Oak 17.4'x5.3' :`% drywell to serve outdoor sink DW-3 � Enclosed Pool PROPOSED MAIN HOUSE t �" Equipment with - (1 Story) I o i fi tt' Project Limiting Fence O Open Pergoli ti FF.EL. 20.0' Area of Disturbance: ± 22450 sf.� q . . // - ;Detached Garage to 00 Z _ I /��/ //.•, / � // j 3-1" I 10„ be removed N NN Oak Proposed 9'-1" I � / / / / / / / / j j Proposed Entry Porch - DW-41 drywells 5'-4" 8'-1" C� (7 sf. I F I F. EL 20' ProposedWood Deck on wood posts 14'-5" 33'-0" 15'-0" 24'-2" (Pool Deck) - - - - - - - - - - - - - - 10' 1.402 sf. `- FF.EL. 20.00' o 0 rpsd Existing 11 Neighbor's i - - i Shed I Proposed traffic I Retaining Wall 2- Proposed Entry Porch L6 rated drain at I i LIJ I grade piped to I ��� 8 1s sf. w W FF. EL.20' j N �, ....._ .... . .... .... / d well i� - - 20" Oak �? ,,r..........._.. - - i - - - _ _ i 8" Proposed traffic rated drain Bak- at rade piped to d el Proposed Driveway � _ �-- �� � "' _ - / 9 P�P � Pervious Gravel 16. ---� I _1 DW-1 I N PROPOSED MAIN - - - - - - _ -� I 14" (Existing Curb Cut _ -Oak - �\ DW-1 j % HOUSE - - _ \ DW-2 i Oak to Remain)_ (2 Stories) / Oak - i�- _ 4 Bedrooms - ' 2,350 sf.(First Floor) :. Proposed drywells �\ FF.EL. 20.0' 59`4" generator& - - - - -• - - - - •- -• - - - - - -- -• - - - C 48'-10" 12., condensers 0 - - Clea Out Oak Existing Driveway to be removed i91 Hole 20" Distribution Hydro A tion - - - 'bob \\ AN i l (2) 10'-0"0 x 8'-0"deep / \ KEY: o leaching pools I •� I �� � W Existing Natural Grade I Future I • EXISTING TREES EXISTING TREES To Remain / G o I w Expansion 1 �� 0L0 RED qRc TO REMAIN TO BE REMOVED a \ _ - - I �.4 o �� N MA O Sloped Driveway Control Panel to basement o° Z \ \ '� \ Retainin wall to �� T �'` \ garage doors 9 / \ i co m ' o shield Generatoy and condenser ` \r 0✓ 1 c,o N a T.O.W. EL: 1 '-6' \ - - `: a , �o �- +i B.O.W. EL.: !6" / ( 1 \I `; y i,� v �j 40159 O TEST HOLE DATA874 0 o1-0 ��°' OF NE`N DATE: FEB 14, 2020 2423Q` a Redesign 05.09.2022 -BROWN SANDY LOAM ML ( ) � � Existing Driveway to 0.4 BROWN LOAMY SAND & \\ be removed REVISIONS: GRAVEL (SM) 2'8, 'N.00UIG ELEC �P�� Proposed Driveway DATE: June 10, 2022 -BROWN MEDIUM SAND p AND GRAVEL (SP) 10 U/ R°pFR� U/ ELEC U/G ELEC Pervious Gravel 6.1 ��iSFGrQgNs�Z�pqWATER (Existing Rema n)Curb Cut r -MEDIUM SAND AND ASSO0/gT�RFO WATE - WATER WA — ', I SCALE: As Noted GRAVEL (SP) /ON Existing Natural Grade Existing To Remain ' DRAWING TITLE: EL: --- - 15,4' Fa° Utilities to ,� FOS be removed O / Proposed Site Plan -WATER SAND & GRAVEL (SP) Aq�����T ` O eq z p E C E I V E DRAWING NUMBER: 17.0' S/N RogO ,8.48 3 CO COMMENTS: GROUND WATER ENCOUNTERED �8+ JUN 1 0 2022 AT 15.4' BELOW GRADE Proposed Site Plan E�GFOFpgVEME L- 001 TEST HOLE BY: NT rea of Disturbance:urbance ±roject 122450 sf. „ N/F PARADISE POINT ng Fence Southold Town K.WOYCHUK LS Scale: 1 = 10 BnarotTrustees ASSOCIATION oup. HYD.O 1000-81-3-29 Glenn Goldsmith, President �QF so(/ry Town Hall Annex A. Nicholas Krupski,Vice President 54375 Route 25 O l0 P.O. Box 11 John M. Bredemeyer III Southold,New York 11971 Michael J. Domino cry ,c G � Telephone(631) 765-1892 Greg Williams �'0 �� Fax(631) 765-6641 �y'00UMNS BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-constructidrr,`hay-bale line/silt boom/silt curtain 1St day of constuction- 'h'constructed- When°project complete, -calffor compliance inspection; ro fifil9Sgy �5191}?t� � ---rY�`-�"_�• _ � •��Zg49Q4084Ij�e, ..Y'0'3d9'-ae�, �0'1 V'fwji - �Rcgg '�0 � V•_: 41:5 �". oS•�'e �' � �i@@ #9i '?,= i,, i °°.2 P OS,,,� d•� �\ i� .'�>vr �°,a��'�� g�.; ��"�w°S'.° �+`P�.'?'� ,-- `t;• r d ,;, - - o goo "'"✓ o ( �,y��"�� -.i W I/ ��. - yq�,�y„�;{„.,r.,l,�,.,p ., ,,rar„”�,,.,..:.,�,.r;..,,,.;".r..,;;.rry,,,"";.,�_,j•,���, BOARD OF SOUTHOLD TOWN TRUSTEESSV SOUTHOLD, NEW YORK ad PERMIT NO.9930 DATE: JUNE 16,2021 u ISSUED TO: PECONIC RIVER,LLC me,r ®_ PROPERTY ADDRESS: _450 BASIN ROAD, SOUTHOLD << SCTM# 1000-81-1-18.1 @bp46e^ p AUTHORIZATION >�eit+t 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 June 16, 2021, and in r= consideration of application fee in the sum of$250,00 paid by Peconic River, LLC and subject to the Terms -'4'• ma';, and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the F following: E ':ialedA {{sip •- /,,: Wetland Permit demolish existing two-story,2,300 sf,FEMA-noncompliant,single-family dwelling with r °i t0`l =; 460 sf attached deck and 761 sf detached garage;and construct at least+17 feet farther landward a new one to two-story,3,200 sf,FEMA-compliant,single-family dwelling with 106 sf entry porch,945 sf x attached deck,850 sf attached garage,850 sf swimming pool(equipped with saltwater filtration system), �a z 580 sf structurally detached deck,and 7' x 46' uncovered basement egress; install pool enclosure fencing s°A,gao with gates; remove existing nonconforming septic system located+/-42' from bulkhead,and install new UA OWTS sanitary system outside Chapter 275 jurisdiction; install a drainage system of drywells to collect and recharge roof runoff and pool backwash; install new pervious gravel driveway and parking fi �®@Olt areas; remove specified +/ trees located no closer than -69 feet from bulkhead; and establish and P PPlp°y' perpetually maintain a 27' to 39'wide,approximately 5,959 sf buffer area adjacent to bulkhead, y including existing 4,259 sf naturally vegetated embankment and additional 10' wide,±1,700 sf non-turf ± buffer to be established in place of existing lawn along top of bank; with the condition of the use of s `,et,p°ad stainless steel hardware on the detached portion of the deck; all as depicted on the site plan prepared by 486{il, Kevin O'Sullivan &Assoc.,LLC,last dated June 4,2021 and stamped approved on June 16,2021. 1 IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these o presents to be subscribed by a majority of the said Board as of the 16th day of June,2021. moNV, :idPedea a IaZ gtfFOZ,�' A '.!:>"r!' rrrF' '7•r/lr"i:i i r•M1r: it nFrrF. r5.i.' `r rYrr:5"'t: r'Mi _ :`� `ir�i:� :r�•�i i i,e't°.r((°r it lyra\,r,..r4°r (•r!i•5 rl 'reJr ;rtti , a / - '� o ,"'� 9 o,FAs;,�o� - �, ,,,;r rs e:• a m u ;,.;c ,1 m ar' ��� , •a�9�i _ ,ri iil\. s e '\ � 1 _ �e+h.,FJ,Nn� v a ''"'''\\>� �'�me� �� rFc ii�- ��� �Jj' f �.o/ /`J�•=,,n„� <<°� �„ a\..r'`0\ 0 e.� `� •+,,_ oil a�. � �''•//�''\.\•ao-r �L '�� ,�; .•ae� �ga �_.- .•ae �:.� '{ e,�-..' .___..... a/�` t a\a,�-:_.:.� � a:°.. ,aa�iF�� a�-:�_�..:..-y;ei g�° - e, .�� dP :!.;giFd e!{i�.. � eadPa {{{ig,r- - -•,.,dda b;{ii:,.• _ e°aid oba y+e°., - \:e:di {°{Q>.. da94 {6�iE?'',. .sde0Ed0 8i+e°:.•.� TERMS AND CONDITIONS The Permittee,Peconic River, LLC, residing at 450 Basin Road, Southold,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 SO&P Town Hall Annex A. Nicholas Krupski,Vice President ,`O� yOIO 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III Southold,New York 11971 Michael J.Domino G Q Telephone(631) 765-1892 Greg Williams �'� �� Fax(631) 765-6641 �yIrOUNT`I,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 22, 2021 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: PECONIC RIVER, LLC 450 BASIN ROAD, SOUTHOLD SCTM# 1000-81-1-18.1 Dear Mr. Herrmann: The Board of Town Trustees took;the.following action during its regular meeting held on Wednesday, June 16, 2021 regarding the above matter: WHEREAS, En-Consultants on behalf of PECONIC'RIVER, LLC 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 April 30, 2021, 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 proposed action be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the LWRP Coordinator recommended that the 580 sq.ft. of structurally detached deck, be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered the Local Waterfront Revitalization Program Policy to the greatest extent possible through the imposition of the following Best Management Practice requirements: the use of stainless steel hardware on detached portion of the deck; and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on June 16, 2021, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, 2 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, _N`OVV_TNER-EFO-R]E-BETT;__ r_ RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268 of the Southold Town Code, and, RESOLVED, that the Board of Trustees APPROVES the application of the PECONIC RIVER, LLC to demolish existing two-story, 2,300 sf, FEMA-noncompliant, single-family dwelling with 460 sf attached deck and 761 sf detached garage; and construct at least +17 feet farther landward a new one to two-story, 3,200 sf, FEMA-compliant, single-family dwelling with 106 sf entry porch, 945 sf attached deck, 850 sf attached garage, 850 sf swimming pool (equipped with saltwater filtration system), 580 sf structurally detached deck, and 7' x 46' uncovered basement egress; install pool enclosure fencing with gates; remove existing nonconforming septic system located +/-42' from bulkhead, and install new I/A OWTS sanitary system outside Chapter 275 jurisdiction; install a drainage system of drywells to collect and recharge roof runoff and pool backwash; install new pervious gravel driveway and parking areas; remove specified trees located no closer than +/-69 feet from bulkhead; and establish and perpetually maintain a 27' to 39' wide, approximately 5,959 sf buffer area adjacent to bulkhead, including existing 4,259 sf naturally vegetated embankment and additional 10' wide, ±1,700 sf non-turf buffer to be established in place of existing lawn along top of bank; with the condition of the use of stainless steel hardware on the detached portion of the deck; all as depicted on the site plan prepared by Kevin O'Sullivan &Assoc., LLC, last dated June 4, 2021 and stamped approved on June 16, 2021. 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 Xyours ld ith, President Board of Trustees GG/dd BUILDING INFORMATION: G. _ Z5 2 � SOUTHOLD BAY Private w � 11�j�� LINE ALONG 0) MHW WOOD BULKHEAD Residence Address: 150 Basin Road N $8°57'30" E 46.9T °�1��� ��� a Southold, NY 11971 ` X Tidal Wetlands Boundary equal to bulkhead, muftW p W as determined by EN-Consultants 11-10-2020 ft` Tax Map ID: 1000-81-1-18.1 �o�h ---- S 82°47'56" PECONIC RIVER, LLC °nj �� Exl ti Bulkhead -------- E 99.8$, ZoningDistrict: R-80 �� _ 450 Basin Rd S 88°15'04" W � r - 823' Southold NY 11971 . 1 1 � ---"._- Lot Area: 32,665 sf. (0.75 acres) { � VINYL BULKHEAD Ex.Timber Retaining Wall Lot Coverage Calculations: - PROPOSED±27'TO±39'WIDE,5,959 SF n c, o, m -1. a ± ARCHITECT: BUFFER AREA,INCLUDING EXISTING EXI TING 4,259 SIF ` `"� � {- "..-- NA URALLY VEGETATED Allowable Lot Coverage: 6,533 sf (20% of Lot Area) 4,259 SF NATURALLY VEGETATED BANK +1 I Kevin O'Sullivan &Assoc., LLC AND 10'WIDE,1,700 SF NON-TURF o° m. E ANKMENT TO REMAIN 2408 Main Street, Suite B �� Top of Batik c i EXISTING: BUFFER TO BE ESTABLISHED IN PLACE I 4 -� . :�. m Bridgehampton. NY 11932 to �� Tel: 631.267.3038 OF EXISTING LAWN LANDWARD OF _ - Ex. Ti rn I W o Main House: 2,300 sf. ± Timber _ Betanin x TOP OF BANK/TIMBER.RET.WALL . ��' g Wall Garage: 761 sf. ± ��� �' � �� � a� /% SURVEYOR: Decks: 460 sf. ± 8„„ 6., d t t - +I _ - _ Kenneth M Woychuck Land Surveying, PLLC Existing Total Lot Coverage: 3,521 sf. ± = 10.8% ;Oa • Oa o_ o • Qa + o. . Z / �r o - - ( o «� E +I P.O.Box 153 __-- q� + o Aquebogue, NY 11931 PROPOSED: : : : L� _- --� Tel: 631.298.1588 Main House: 3,200 sf. ,k E X _ : t 4 o m Attached Garage: 850 sf. • 1 --= -' - f �' X 3 PROPOSED 10'WIDE± 1 700 SF X -T - a_ o �� STRUCTURAL ENGINEER: N O k o a NON-TURF BUFFER IN -_ o -o / Dilandro Andrews Engineering Pool Deck: 945 sf. o � �+ -o °: 10” Permanent Barrier L p X PLACE OF EXISTING LAWN ! �' o of Bank County158 Road 39 X a o �� Southampton, NY 11968 Entry Porch: 106 sf. ak o Code Compliant Pool Gate In Pool —_� o Z Ip North Deck (BBQ) : 580 sf. o °(n li Fence(4'-0"tall) Fence ' ^ 0 '' Existing Neighbor's Tel: 631.259.3959 r a o istin 2-Story (Self Closing) +' = t.. CO +I 0 ._. Swimming Pool Swimming Pool: 850 sf. Permanent Barrier � � • o � Dwellin o be removed Existing Septici: _ 0 ode Compliant Pool c 10" o • Pin New Total Lot Coverage: 6,531 sf = 19.99% to to be removed'::... 24 N/F Fence (4'-0"tall) p c O g +I Allowable GFA: N/A CD 0 OF MARY ZUPA 1000-81-1-16.7 CD 0 0 �4�� •20`"n 03 • Proposed Building GFA: oak a oak CD -o � q�y Oaks �'' N 1 st Floor: 3,265 sf. • `� N/F of 0 o Permanen Barrier 2nd Floor: 1,222 sf. � D t, • 10" 0 1000-$1-1-19 1 ... .. J L MAZZA Total Building GFA: 4,487 sf. e omp ant Pool N o O Fence ( '-0"tall) w �• o Permanent Barrier g Code Compliant Pool N Existing NOTES: Fence(4'-0"tall) 10" 64'-5" Neighbor's 3 Oak Proposed - House Wood Deck on wood posts / _tet 1-SANITARY SYSTEM INFORMATION, SEE PROPOSED SEPTIC DESIGN PLAN BY X • Oa 5'-0" b Structural) detached from Main Building) o ,DW � F �_���J X��N _ X 10" 18^ � (Structurally Y 9) DILANDRO ANDREWS ENGINEERING FOR ADDITIONAL DETAILS. 10" 580 sf. �' ' Permanent Barrier Code � .7��E ECF l_ 2 � ) Oak Oak �. [s oe i R O U N�A H Y j, X Oak p 19.91' Compliant Pool Fence (4'-0"tall) Trough for pool infinity edge FEEL. 2-SITE PLAN BASED ON SURVEY PREPARED BY: ___ - __ - - - - _-_ ____ ___ -_._ __._ - __ _ - - - - - - -._ 1T-10" 18'-11" KENNETH M WOYCHUK LAND SURVEYING, PLLC _-_-_- 10'_2" IT-3" PROFESSIONAL LAND SURVEYING AND DESIGN LONE X I - - - - SURVEYED APRIL 19,2021 I X � I � �, 16'-5" I �10,I ( � 10 Oak I SANITARY SYSTEM INFORMATION: Oak Proposed si----- - --- -- ——————— ———----1�"- P I 20,E Oak 22'x39' PROPOSED MAIN HOUSE I Oak TOTAL NUMBER OF BEDROOMS : 10 �T-0" Swimming Pool (1 Story) - 23'-0" - N Main House does not touch or overlapFlood Zone Boundary I/A SIZE REQUIRED: 1100 GPD LU / I with Salt-waerfiltration N N Proposed Pro sed 6'-5" 101, system I LEACHING REQUIRED: 700FT = 10" IFF EL 20.0' Pool Equipment Outdoo BathN N o Oak --- N "— (salt-water filtration +Sho er Oak 850sf. ...... (weather oof) 14' FF.EL.19.91' "` s eP5 d CO I Oak Project Limiting Fence o Exi tin 34.2'1(22.2' I I Area of Disturbance:±22450 sf. ,... r. ached Gaf-qe to I 39'-3" z I I 10., be r�, ;rved I I Oak N Existing ��-�� 12" Proposed Neighbor's �� I I Oak Wood Deck 41'-3" DW I 945 sf. �\ House 1 Pool I I FF.EL. 19.91' m � 7 I Cn 58'-3" w _ I o a - \ / I PROPOSED ATTACHED - i', rn Q Proposed D'i veway 3 CAR GARAGE U Pervious GrAvel (1.5 Stories) _ Existing I w J - --.._....(Existing Curb�Cut-fd-R main) N Neighbor's I 850 sf. QLC W / Shed FF.EL. 16.8' o � I �1 l p� /�-1�\ g °4'-5" w �\DW-3�� dry ells I N - - �20" Oak - I- _ _ ? X 8" 1 ADW-1 / ---- -- -Oak- 23'-01. N - - - - - -PROPOSED MAIN 1,_2,. Oalyl - -HGUSE._ 14" 16" _ _ - - (2 Stories) - - - _ - _ I Oak -Oak_ �- 7 Bedrooms - -- - - - - - - drywells (10 Bedrooms per SCDHS) Oak �- - _ �� BY / 3,200 sf. BOARD OF f I�USTEES - - Clean-Out FF.EL.20.0' U Control Panel _......_.........._ ......... .. ... ................ ................... ... 60'-6° cu ��� �, i TOWN OF SOUTHOL[� / / J X48'-3" \DW-2 / 12,. Proposed Driveway ( / // Uncovered Basement �. N ------- -------r- ��Q Oak DATE me- 1l � ZoZI Pervious Gravel gWei1 l Existing Driveway to (Existing Curb Cut Existing Natural Grade ` � / ll l � i egress �, be removed to Remain) To Remain Test 46'-2" drywells - I Hole - Future �� KEY: ' AN-1100 � / g Expansion t Hydro ( ( 1 Existing Natural Grade DW-5t IV 'z 20" Distribution To Remain J LLJ II box M A ® EXISTING TREES EXISTING TREES _ TO REMAIN TO BE REMOVED \ =�r I - �� �- � �1 I� �I �1 I �c Z Proposed I/A, Low 14- Nitrogen z Nitrogen Sanitary System �� o o J z 040159 O L - - J L - - - _J - - - - J L - - - J L_ - - J ° 1 �DfiNE\0 4 o _ TEST HOLE DATA S 2 a J4° (7)8'-6"I x 4'-9"w x4'0" DATE: FEB 14, 2020 so 423rr� deep leaching galleys Existing Driveway to Add Pool Enclosure 06.04.2021 EL:17.0' 0.0' R%yr ��a be removed —� -BROWN SANDY LOAM (ML) °�Rr o Fwgy ` QooF r� Fencing / r 0.4' sr � ' � � JUN 7 7 2021 g -BROWN LOAMY SAND & �° p L-. REVISIONS: GRAVEL (SM) v EG 3,P(� '. Southold Town 2.8' �, G, USG E� _.-__.f'`'a c? of Trustees -BROWN MEDIUM SAND ER ,� _--- DATE: April 22, 2021 AND GRAVEL (SP) \ -- U/G ELE` / 6.1' -MEDIUM SAND AND ----- Existing 0� I SCALE: As Noted GRAVEL (SP) Utilities to �_. Existing Natural Grade be removed To Remain DRAWING TITLE: EL:1.6' 15.4' FOS Q Proposed Site Plan FOF -WATER SAND & GRAVEL (SP) Aq���F�T eqS/N 17g 48, O� DRAWING NUMBER: 17.0' h'O,q� � 378,+ COMMENTS: GROUND WATER ENCOUNTERED AT 15.4' BELOW GRADE Proposed Site Plan F°GF OFpAVEMF _ Nr Project Limiting Fence 00 1 TEST HOLE BY: Scale: 1° - 10' N/F PARADISE POINT Area of Disturbance: ±22450 sf. HYDO 1000-81A3 -129N K.WOYCHUK LS oup. E C E 0 V E JUN 1 � 2021 � �� EN-CONSULTANTS Southold Town Roard of Trustees June 10,2021 Town of Southold Board of Trustees 54375 Main Road Post Office Box 1179 Southold,New York 11971 Re: Peconic River LLC 450 Basin Road, Southold SCTM#1000-81-1-18.1 Dear Board of Trustees: In regard to the above referenced property, enclosed for your review are four(4)copies of the site plan prepared by Kevin O'Sullivan&Assoc.,LLC,last dated June 4,2021 which has been revised to add the pool enclosure fencing. Should any additional information be required,please do not hesitate to contact our office. Since ly, im teph n Enc. 1319 North Sea Road Southampton,New York 11968 1 p 631.283.6360 1 f 631.283.6136 www.enconsultants.com environmental consulting cE s. f i s v .'Y.• i Aw t� p .. f �- -•...�/��� a +++w. ,� ate• ;�••, r 7c I �, �, � ger.�; '.4� -(\'• s k: "! 6 / 8/ 2021 11 : 16 ID , E C E Mary S.Zupa JUN 1 6 2021 580 Basin Rd F11 I Southold NY 11971 Southold Town June 15, 2021 0 of Trus To:The Southold Town Bo us Dear Trustees: I have the following comments to the application of Peconic River, L.L.C. 1. The 1963 filed subdivision of Paradise Point(EXH A)does not show the lot lines represented on the applicant's drawing. Lot 4 on the filed 1963 subdivision map had been owned by the Curcurus. Subsequently,they acquired a piece of what is now my residential lot by ad hoc deed in 1969(EXH B)without lot line or subdivision approval.Title to that property was later transferred to the Basin Road Realty Trust while title to Lot 4 was retained by the Curcurus.The 2003 Suffolk County tax map shows this. (EXH C) It also shows that the adjacent property known as the Boat Basin is owned by the Southold Town Trustees under the Andros Patent. 2. My residential lot is shown on the attached survey of Nathan Corwin (EXH D)and depicts where the 1969 ad hoc conveyance cuts into the 2.3 acre unnumbered lot shown on the 1963 filed subdivision map.As demonstrated, neither Basin Road nor my property line next to Basin Road is correctly shown on the applicant's drawing.The cursory marking of "right-of-way"is in fact property owned by me and should be labelled as such. 3. Of great significance is that pursuant to the court ordered stipulation of December 11,2017 a portion of my residential lot is to be conveyed to the Paradise Point Association for addition to Basin Road.This is required by the Town in order to remove the marina use and other easements from my residential lot, and to provide legal access to the Association's dock and to the applicant's property. See the Findings in the Resolution of the Southold ZBA dated October 23,2018(EXH Q.The Association is obligated to obtain all town,county and state approvals for the lot line change.The Southold ZBA, the Southold Planning Board and the NY DEC have approved this(EXHs E, F and G),and it was reviewed with the president of the Trustees.This is all shown on the attached plan and survey of Young and Young. (EXH H)The only pending approval is that of the Suffolk County health department which the Association has, for some reason, provided some but not all the documents required. (EXH 1) 4. There is a large pile of trash along our property line which the former owner left behind. (EXH 1) It attracts rats and vermin. It should be removed. This application and its health department requests are inconsistent with the plan described in paragraph 3 which results in the required removal of easements from my residential property (extending Basin Road eliminates the need of a "right of way"). To that extent, I do not support the applicant's plan.This application needs to account for the Southold Town, NY State and Suffolk County approved changes to the surrounding property. Sincerely, Mary S. Zupa ................- 9=vl�� -AIPRII -1191163 /Kyl to��01 F- nz. 1SE07-1011V 0)l1,vE j1c:-??AyRAD1SE POINTwill V &E- TO k9w, c)),,- 155(1)4-) 7' 0 L D R4 7"r' '10 e / 7Wm rUp 110~10011-W Oy PC vcwo ftoww, All. "zx 017 10, I 4P,111i� jr 10 W1 IV de —w moa x", J's ;Z 0'p Q "e 0 11K 'A, I "I A At u=10 LOW* xQ0,%Met -mw+.... ..... 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L 1-L'. :zT—.CS� II 1 -_- -1 r 1 -1 - Cr_ 11 '-I I: ::1 I i � 1 1 � v I'l tl 1,P ..I ff I'lilC oCl II'l.',:: III II,J I'.: i OW AI 1'i tIjI 111 � IIWVti,,I Pi l,Cil JI 'llll i0r :./1 P46 of IIIfC 6111IV -,9, Iry (10174IIbl! L'" ", III IIi,r tI it 101 .P�t F,. I .G. 611k ICw CYI I, Lint l Air".Y, 66:1 II`I Nn)P Pd,lE F*'�.'II(11I 711# (,IT PP,gjrl","kp u, 1111IF °7"A11Itl l-.P{ 11,Y (IC) °Ill4l f Ui�3 B �f I II 1 till /,10/ 1 M—,;?EI If I IIC L°,1r1 IL II AI I:F A I 111['. 1K.I r'T WOL 1 1,1 11(111 U I - „I`,/0 xr,1e fl. s III .II FRO I[(IIIC( 111 C. C.1111 ciI 13.1 C .1111 I I .; I I I.IIdI l l I I111': 'PI,II I> I'Cit'I'1011 OF 'I I'.: 1..0'11 r 1 a r PI hm,I e 16.. C � f _ _.. � ..c� � 1`:' 1'1•L- till) .�. � ,,,,,�„ „ ,r ... -- ovu1111-n .. •arena �.. rd , 4 1 I 1r tl d r; ry f u � + I w m 1 w d. e X I r � i N e nn R ,Y;ytf(,awl" IYi hTF ..� ' M , 41 w .wn lI r. . w 0 � W . a d aaff' r q Nathan Taft Corwin III Land Surveyor BOARD MEMBERS `' Southold Town Hall Leslie Kanes Weisman,Chairperson ��i1 53095 Main Road ,P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora c Office Location: Eric Dances Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) :Nicholas Planamento � rll Southold,NY 11971 http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS + aI a TOWN OF SOUTHOLD CT 2 5 2018 Tel.( ) 7 548 (631)7 - Q , OL 10 d' "row, Clerk FII DINGS,DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 1 ,201 ZBA FILE: #7186 NAME OF APPLICANT: Mary Zupa/Paradise Point Association PROPERTY LOCATION: 580 Basin Road(Adj.to Southold.Bay), Southold NY SCTM NO. 1000-81-1-16.7 & 1000-81®3-P/O 29 L t 1 1d m(L,1lll „ 1 It11 : The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type I1 category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated May 17, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. ,rya w 1t1 D 1 l RN11K/%'T1()N: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated July 17, 2018. Based upon the information provided on the LVVRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is EAE. T from Coastal Consistency Review. SOUTI OLD._1 C1 PLA ......r Q BOARD: In a memorandum dated July 12, 2018 the Chairman of the Southold Town Planning Board offered the following positive commentary and supports granting of the variance on ZBA File#7186 Mary Zu aJParadise Point Association's request to re-subdivide and separate the residential lot from tire Paradise Point Association docks and road access. "There will be no increase in density potential or changes to community character, as this re-subdivision merely proposed to formalize the way the property is currently being used. The Paradise Point Association members access their docks over the Zupa property, and the driveway on the Zupa property ends where the new lot line is proposed" jRI1, 1 1 ION: The subject (SCTM 1000-81-1-16.7), 75,533 square feet non-conforming peninsula-shaped waterfront parcel measures 51.65 feet running the width of Basin Road then 76.49 feet along a residentially developed lot turning north and running 151.77 feet along the same lot to Southold Bay and following a bulkhead west 197,36 feet with a slight angle northwest and continuing 115.50 feet to the tie line along the high watermark, then running 13 0.3 1 feet north along a jetty that is 21.63 feet wide at the northern tip, then running south 137.80 feet along the same jetty's western front and turns 1.32 feet east where the jetty meets land,then runs Page 2,October 18,2018 47186,Zupa SC` NI No. 1000 81-1-.16.7 64,53 feet, 88.53 feet, 143 feet and 49,80 feet along bulkhead following an uneven canal then turning north 11.74 feet along the, same bulkhead before joining tidal wetlands southeast 16.86 feet, 26.99 feet, 17.54 feet,4466 feet, 1178 feet, 69.-10 feet, 28.02 feet,. 8.13 fectl-35 feet, 40.99 feet, 14.42 feet, and south 10.06 feet along the Basin before returning 27 feet to Basin Road, along a second residentially developed lot. The site is developed vvitli a 2- story frame house With garage below, a brick- front walk, wood decking on the north side of the residence and pool with brick patio and wood deck on west side, of the. )ionic. A buried propane tank, generator, 4 air conditioning units and pool equipment are placed on either side of the residence that also has a wood dock with ramp and floating wood dock on the Basin, along with a second, larger wood dock, ramp and floating wood dock to the cast, closer to Basin Road, Basin Road (SCI'M 1000-81-3-P/0 29) consists of 20,512 square feet and is in irregular shaped, upland parcel which measures 51.65 feet running the width of Basin Road, shared with a residentially developed parcel (the Subject) and runs southeast 101.9 feet in front of Lot 4 (as defined by Map of Section One "-Paradise Point" Suffolk County File number 3761, all residentially developed), then continues 100 feet in front of Lot 3, then 101.81 feet in front of Lot 2, then 100.03 feet in front of Lot I before turning south 50.76 feet establishing the eastern width of Basin Road before returning west 85.92 feet, 10 1.16 feet and 109.63 feet, and 120 feet in front of Lot 6 and Lot 5 as shown on the survey prepared by Howard W. Young, Licensed Land Surveyor and dated February 21,2018, 11 IS OF' 1J1`H(1'(kTk`)N: Request for a Variance under Article III, Section 280-14 and the Building Inspector's April 3, 2018, Amended April 16, 2018 Notice of Disapproval based on an application to permit a lot line modification; at: 1) proposed newly created lot having less than the code required minimum lot size of 80,000 sq. ft,; located, at: 580 Basin Road, (Adj. to Southold Bay) Southold,NY. SCT'M#1000-81-1-16.7. lil t, I:-I,,, ,,(I A �11`11); The applicant requests a variance to transfer 5,283 square feet from the subject non- conforming lot(SCTM 1000-81-1-16.7)to Basin Road(SCTM 1000-81-3- P/0 29), also a non-conforming lot, 11 The applicant and their agent indicated that the purpose of this transfer is to satisfy a condition placed on [lie subject (SCIANI 1000-81-1-16.7) lot's prior variance, ZBA Decision #5266 issued August. 2, 2004 which allowed the applicant to residentially develop the site where two principal uses exist,- a residence and as marina, on the condition that the marina use be removed from the residential property or additional variance relief be sought for the two principal uses. Tht transfer of this land from the subject property to Basin Road will remove the large dock Structure and place it correctly on lands owned by Paradise Point Association, Inc. The nu,lhi-slip dock. structure services the Paradise Point, private, neighborhood, During the public hearing, the applicant asked the Board to support his application in order to remove the marina use from his property and comply with the condition previously unposed in ZBA Decision #5266 H`c,[DIMJS f: CT,' KF-�'�SQQS l"OR BOARD ,\C1*WiN- The Zoning Board of Appeals held a public hearing on this application on October 4, 2018 (adjourned from August " .2018.) at which tune wriucil and oral evidence wcro presented. Based upon all testimony, docuniento6on, personal inspection of the property and surrounding neighborhood, and other evidence, thtZoaing Board finds the ffillwwinQ facts to be true and relevant and ina-k-es the follow hi- fiindin-s: I. Town Law Grant of'the variance will not produce -,in undesirable change in the character of the nci,�Iiborhood or as detriment to nearby properties. The Paradise Point neighborhood consists of larger lots all with hornes in a wooded, wvatcrfronl setting. The private access roads are narrower than the surveyed privately- owncol lots associated with there, Both the subject property and Basin Road exist and there Nvould be no material chaa'g u in the condition of the lands affected. By the transter of 5,283 squ�a re feet of area, from the subject residence to Basin Road, adjacent lot SCTM 1000-<81-1-17 will no longer require an easement to access the road Page 3, October 18,2018 47186, Zupa SCTM No. 1000-81-1-16.7 and the association's dock structure will be correctly placed on lands owned by Paradise Point Association, Jac allowing all members enjoyment without passing over the subject property. No noticeable difference in the road structure, character of the neighborhood or residences will be visible to those using the road or on the water. 1 Town Law 1;2074,, 13JilliL2 . The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance,. Because the subject parcel is a peninsula in shape, surrounded by water there is no other alternative to access the property. Additionally, given the road access necessary for the homeowner to enter their property and for the other Paradise Point Association, Inc. members to access then, community dock, there is no other feasible solution than an area variance to remedy access. The proposed lot line change effectively separates the Association Marina frorn the residential parcel of the applicant. 3, Town Law §267t3 % The variance granted herein is not mathematically substantial, representing 6.6 relief from the code. However, residents of Paradise Point Association, Inc. already use the roadway and travel over the subject property to access the association dock, Further-more, an immediate neighbor to the subject property, SCTM 1000-81-1-17, will no longer need an easement to access their home. The roadway and the visual character of the streetscape will remain the same as will the access for the subject property, Lastly, this resolution will satisfy a condition required in SBA. file #5266 and the transfer of land, 5,283 square feet in area, represents a small fraction of the land area contained in the subject property and Basin Road. 4. Toii,.n 1,;,iwtV�74) .3 ltr)LL, No evidence has been submitted to suggest that a variarwe in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood and there is no material change in the condition of the parcels involved in the proposed lot line change,1_;� 5, Town Law §267-1)(3)(b)ff), The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel tinder the Zoning Code in effect prior to or at the time of purchase. 6. Towu Lm%, §2(i7j) Grant or the requested relief is the mininiurn action necessary and adequate to enable the applicant to enjoy the benefit of a single-family residence in compliance with a ZBA condition while preserving and protectuir, the n g e character of the neighborhood and the health, safety and welfare of the community. OF TIJE BOAPD: In considering all of the above factors and applying the balancing test under Now York Town Law 267-13, motion was offered by Member Planamento, seconded by Member Weisman (Chairperson), and duly carried, to GRANT the variance as applied for, and as shown on the survey entitle"Survey for Paradise Point Association, mc,"prepared by Howard W. Young, Licensed Land Surveyor, and last revised September 11, 201& ,-(rias devialionfrom the survey, site plan andlor architectural di-awingscited in this decision willresult in delcirs Wleflor a possible denial by the Building Departinew of a building perinit, and incty require a new application and public hearing before the Zoning-Board qfAppeals. 6 Any d1ei,icition.f-opn the variance(s) granted herein as showti on the archiieciural cliwirings, site l-dan cmcborsiervc't! cil,,?d uboie, such as cdle..v,ations, exiciisions, or demolitions, ore new awhori_,ed under thaw appliccaion IV/101 involvipla", the zonin,w,code. Th is ocl ion does rent 4 s uthorLv, en-condo)ie aet.v ei ery-ent or fiefure u Ye, sellyack or wher feature of the s uly'eet property that may violute, the 7oning (70de, other than such arses, setbacks andotherleatures as are expressly addressedin this action. Page 4, October 18,2018 #7186,Zupa SCTM No. 1000-81-1-16.7 The Board reserves the right to substitute a similar design that is de minimis in nature far an alteration that does not increase the degree of nonconformity, Pursuant to Chapter 280-146(B) oft e Code oft e Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior tote date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson), Dantes,Acampora,Planamento and Le e . This Resolution was duly adopted(5-0). tud Leslie Kwes Weisman Chairperson Approved for filing /2018 OFFICE LOCATION: XMLING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) kl Southold, NY l Telephone: 631 765-1938 1 www.southoldtow-nny.gov r PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 6, 2020 Mr. Bruce A. Anderson Suffolk Environmental Consulting, Inc. P.O. Box 2003 Bridgehampton, NY 11932 Re: Conditional Final Approval Zupa & Paradise Point Association Resubdivision Located at 580 Basin Road, +/- 500 West of Paradise Point Road, Southold SCTM#: 1000-81.-3-29 & 1000-81.-1-16.7 Zoning District: R-80 Dear Mr. Anderson: The Southold Town Planning Board adopted the following resolution at a Public Meeting held on Monday, October 5, 2020: WHEREAS, on February 10, 2020 at their work session, the Planning Board classified the action under SEQRA as a Type II action, found the action exempt from review under the Local Waterfront Revitalization Program, and waived many provisions of the subdivision review process, and set the public hearing for April 6, 2020; and WHEREAS, on March 11, 2020, the application was referred to the Suffolk County Planning Commission for review; and WHEREAS, on March 17, 2020 the Covid-19 pandemic caused a state of emergency and Town offices were closed to non-essential workers until May, 2020, thus cancelling the scheduled public hearing in April; and WHEREAS, on April 7, 2020, the Suffolk County Planning Commission responded that the application is a matter for local determination; and WHEREAS, in July, 2020, the Planning Board rescheduled the public hearing for this application for August 10, 2020; and WHEREAS, on August 10, 2020, the public hearing was held and closed; and Zupa & Paradise Point HOA Resubdivision Page 12 October 6, 2020 WHEREAS, on September 24, 2020 at their work session, the Planning Board reviewed the application for a determination, and found that the proposed action meets all the necessary requirements of Town Code §240-57 for a re-subdivision application; therefore be it RESOLVED, that the Southold Town Planning Board grants Conditional Final Plat Approval upon the map entitled "Modification Plat, Paradise Point Association, Inc.", prepared by Young and Young, dated February 21, 2018, last revised July 9, 2019, with the following conditions: Conditions 1. Approval of the Suffolk County Department of Health Services; 2. Submit 5 paper copies of the Final Plat showing only the lot lines as they will exist after Final Approval of the application; 3. Submit a draft deed to be reviewed and approved by the Planning Board, and including the following: a. "The Southold Town Planning Board approved this resubdivision by resolution on I cif it�gflamL ov-1", b. Schedules: Legal descriptions of the new lots to be created, including the area to be transferred (ensuring the deed's legal description of the area to be transferred merges it with the Basin Road parcel rather than creating a separate parcel) The next step to continue towards Final Plat Approval is to meet all conditions stated above. Conditional Final Plat Approval shall expire six months from the date the Planning Board adopted its resolution of approval unless extended by further resolution of the Planning Board. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, Donald J. Wilcenski Chairman NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook.50 Circle Road,Stony Brook,NY 11790 P.(631)444-03651 F:(631)444-0360 www.dec.ny.gov PERMIT MODIFICATION February 25, 2020 Ms. Mary Zupa 580 Basin Rd. Southold, N.Y. 11971 Re: Permit#1-4738-03029100013 Facility: 580 Basin Rd., Southold, N.Y. SCTM# 1000-81-1-16.7 Dear Permittee: The Department of Environmental Conservation (DEC) has reviewed your request to modify the above referenced permit in accordance with the Uniform Procedures Regulations (6NYCRR Part 621). It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore, the permit is hereby modified to authorize: Relocate the lot line modification decreasing the square footage from 5,495 to 5,240. All work must be done in accordance with the plan prepared by Young & Young last revised 2/11/2020 and stamped NYSDEC approved 212512020. This letter is a modification to the original permit and must be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Si e ly, herr' Aicher Deputy Regional Permit Administrator cc: Paradise Point Association, Suffolk Environmental Consulting,Inc., BMHP, File twyrawt Oertrtttntof zr"` ' Environmental SpWHydi BNPMttl6 Conservation SL aPSs til ski CI 111 -50G 0 ROAD .. cv• u 1 rt �3 { s r f. BUILDING INFORMATION: ��'•_ 0)XMHW LINE ALONG WppD BULKHEADSOUTHOLD BAY Private Address: 150 Basin Road S N 88°57 30 E 46.97 ' Residence Southold, NY 11971 o 0 X 0 Tidal Wetlands Boundary equal to bulkhead, 0-noW as determined by EN-Consultants 11-10-2020 '�� Tax Map ID: 1000-81-1-18.1 �`1��b "'� _ S 82-47,56" PECONIC RIVER LLC EA ti ' BulkheadE °3 O99 88' Zoning R- District: 80 S 88504 5 - 45 Basin 1 ..._ 0 as n Rd W 8.2 3 South Id NY 0 11971 Lot Area: 36 2 65 sf. (0.75 acr es E•x.•Timbcr'Refainih' Wall . VINYL BULKHEAD 9 . Lot Coverage Calculations: PROPOSED±27 TO±39 WIDE,5,959 SF a v' ARCHITECT: EXI TING_4,259 SF C ITECT- F AREA,INCLUDING EXISTINGco c+> •a.' 0 BUFFER a�, NA URALLY VEGETATED 3 sf 2 of Lot Area Allowable Lot Coverage: 6 53 0/o `-+ ► Kevin g ) RALLY VEGETATED D BANK e In O'Sullivan&Assoc. LLC 4 259 SF NATU V G E o EM ANKMENT TO REMAIN 4 _ •c 2 08 Main Street AND 10'WIDE 1,700 SF NON TURF o Suite B .'To' 'fBarik' v�: P •o — CL L .m• a�- Brid eh m t a on. NY 11 BUFFER BE ESTABLISHED IN PLACE •�- 932 BUF TO EST S m- 9 P EXISTING: ts.' c- EXISTING WN NDWARD OF �. OFLA LA :� — c Tel: 631.267.3038 . r' 0 . . m `: Main 2 300 sf. _ b r � M n House: R a e- t y :I a ' TOP OF BANK TIMBER.RET.WALL Infri � .`.c ` `-'o• •'.'-`-`•'.'•`•`.`.`.'.`.`.'.'-'....• . W - .' g a �,. 'x :� r 761 sf. _ Garage:e• _ �N•- 9 : RV i. - •v SU EYOR• si,. 460 sf. Decks: �'• ec --- - . . . . •.•. .•.•. .• .•. .•.-.•.• . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .-'---'•'-'•---•-�'- '•---•'•'-'•' Kenneth M Wo ch k L n 0 i• e Aa .o- • L - y uc Land Surveying,PLLC a o: : : : : : ' Y. �t ExistingTotal Lot Coverage: 3 521 sf. _ 10.8/0 . C .o a g P B x1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +I .O. 0 53 i : : : : : . :... . . . . . ..:...:. .....:.......:...:....... .: : : : : : : : : . . .. . . . . . . . . . . . .il. . . - : : : : : : : : : : : :...w . . . . . . . . . . . . . r. .. . . . . : . . ,...`..._. . . . . . . . . . . . . .:. . ... . . . . . o• A uebo ue,NY 11931 . . . . . . •: :•:•:•:•: :•:•:•:•:.:. ..•:•:•: .:-:•:•:-:-:•:•:•:•:•:•: : : : : v 0' /. . . . Tel: 631.298.1588 PROPOSED: -� X -�. . . .•. .•.•.•. ...•.•.-.•.•.- .•. . . . . . . . . . . . . . : : : : '.'.'o:�. .;.`. . . . . . . . . E o. a Main House: 3,200 sf. :�: =,�:�:�:� :•:•:•�;: : . . L a:: : : : : : - X ,v.� C. �. . . . : : -- STRUCTURAL ENGINEER: _: . . . m . . . X 3 : : :.:::.:: z. . . . u�. t1 Attached Garage: 850 sf. •:•:t:1 _ PROPOSED 10 WIDE±1,700 SF - :� . . . o-`•' ' cV O o NON-TURF BUFFER IN o. %:• Dilandro Andrews Engineednq Hr o P rmanent Barrier f Pool Deck: 945 sf. o -0 10" X o' op of Bank 158 count Road 39 o PLACE OF EXISTING LAWN �. a , Y c+7 o CL Cod Compliant Pool Gate n Pool �r Tel: 631.259.3959 Entry Porch: 106 sf. L, - a�C —� X� ::::1 Southampton,NY 11968 North Deck (BBQ) : 580 sf. m a Fence(4'-0"tall) F nce u, `I , °, Existing Neighbors istin 2-Sto +1 0 x a o (Self losing) +1 o Swimming Pool Swimming Pool: 850 sf. Permanent Barrier N • o Dwellin o be removed Existing Septic:. _ New Total Lot Coverage: 6,531 sf= 19.99% ode Compliant Pool 10" o + to be removed'`::.... •" pin N/F Fence(4'-0 tall) o 5 O o 24 � Allowable GFA: N/A OF MARY ZUPA 0 $ 1000-81-1-16.7 m 14" ::.:' •20" .......... ...........i • 10" .............................. Oa Proposed Building GFA: ak D -o ; o Oa -- ...................................................................... .::-....::::: 1st Floor: 3,265 sf. • o € ...................... N/F OF 0 0 ................................. Permanen Barrier ode Com I ant Pool J. &L. MAZZA 2nd Floor: 1,222 sf. CD 0- 1k a 10" P 1000-81-1-19 Total Building GFA: 4,487 sf. O i Fence( o tall) Permanent Barrier Code Compliant Pool N — — = Existing NOTES: Fence(4'-0"tall) 10" 64'-5' _ i ................. .. . Neighbor's Oak Proposed - _ -� House 1 Wood Ddck'on wood posts / 1-SANITARY SYSTEM INFORMATION, SEE PROPOSED SEPTIC DESIGN PLAN BY X • Oa 5'-0" L) Structural) detached from Main Building) o ;�W DILANDRO ANDREWS ENGINEERING FOR ADDITIONAL DETAILS. FLOOD Z O N X 10" E E EL 2 Oak Oak _ °' J Y ( Y 580 sf. o� BOUNDARY 1 X Oak ONE E(EL � s p e _ Permanent Barrier Code Trough for pool infinity edge_ __ - FEEL. 19.91' �� Compliant Pool Fence(4'-0"tall) 2-SITE PLAN BASED ON SURVEY PREPARED BY: - - - - - - — - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - _- - - - -i.._ 17'-10' 1 '-1 �� _ _ _ _ _ _ _ _ _ _ _ X KENNETH M WOYCHUK LAND SURVEYING, PLLC - - - - -- - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ 10'-2" q Y 17'-3„ PROFESSIONAL LAND SURVEYING AND DESIGN ZONE X — — — — — _ SURVEYED APRIL 19,2021 X ih 16'-5" r, 10„I — I 10 � SANITARY SYSTEM INFORMATION: Oakes — — — Oak ------ - - — i PROPOSED MAIN HOUSE Oak 22'x39'.: ' i------ — ----- 1-2•— Proposed �Oak„ TOTAL NUMBER OF BEDROOMS: 10 _ 1 Story) �7-0' Swlmmmg'Pool ;.. .. .:.: _..(_....._....... -------------- I/A SIZE REQUIRED: 1100 GPD _ LU 1 •' ----......-----."•”"--`••-"••- .....23'=0"-•-.....•-• I I '..N.. ....i = Main House does not touch or overla Flood Zone Bounds - with Salt-waerfilb`atlon ;...N.. i N P Boundary iv LEACHING REQUIRED:700FT — — — = 10" 1 10„ r; FF.EL.20.0' Proposed Pfop sed 6'- systsm Pool Equipment Outdoo Bath N ............. N N Oakl ---- (salt-waterfiltration) +rho er I Oak 850sf. "' — — 1 (weather of) , - — _ I 14' FF.EL.19.91, _ — ° 1 Proposed I ( I Oak € t Project Limiting Fence d ...•.... Area of Disturbance:t 22450 sf. o Exi tin 34.2' 22.2' 1 � � � � U � I Z De ached Gala a to be r moved 1 ` o N X 12” Proposed ' Existing 1 - I Oak Neighbor's 1 I Oak Wood Deck ` I House I DW 11 I i 945 sf. 1 FF.EL. 19.91' ` :•-....•.•- d 1\ Pool 1 I \\ 1 M 58'-3" ........................................ . W \ PROPOSED ATTACHED Z, rn Proposed D�iveway 3 CAR GARAGE c °' Pervious Gr�lvel 1 F_ - U Existing 1 (1.5 Stories) o "' ... (... g Curb o ) - 1 850 sf. N iw W Existin C b/CadCt'Rem\ain N Neighbor's o LL / Shed FF.EL. 16.8' o C9 / o 1 g.,. °4'-5" 1\ DW-3� d els N / \ - W N, � :................._......... ...................................................................._........__: �.� Oak F•- I (- 9"I ............... ....'I-2'-9" — — — — — PROPOSED„ M %.,.ti20 flak ...- — — . .. OPOSED MAIN XO" 23'-0" 12„ - — DW-1Oak ... —HOUSE- 6" — — 1-2 6„ — — \ (2 Stories) — — 14„ . _ _ —Oak—. ` 7 Bedrooms = — — — — — — — — Oak (10 Bedrooms per SCDHS) ?014..— drywellsak — — — Clean-Out tj / _ �-I 3,200 sf, V / 0' �u Control Panel.,...... Proposed Driveway....-*` -"~ / Lz� J Oak "" Uncovered Basement Pervious Gravel' ~••-`.... - N ------- -------- J�Q Existing Driveway to ' (Existing Curb.Cut Existing Natural Grade-~"' egress well ti Z To Remain-' be removed —,� to Remain) ,. i y__/ Test 46'-2" drywells U / Hole `�� 4 Future �� '�\ � KEY: Hydro AN-1100 �� �� ' Existin Natural Grade P DW-51 / 9 ; Expansion 1 f' I 20"Distribution f~ To Remain W \5MAp box c . `;.' s' o �� �P� �G .' '.. • EXISTING TREES EXISTING TREES { o _ r �, r' LO TO BE REMOVED TO REMAIN r �- -I � 1 �•''1 ( o � Proposed )/A,Low �� L- - J L-- -J L_- -- L-- - J L- --J 't Nitrogen SanitarySystem �� i o ` .1 �L v C> _ `–_— ` (CI ~ ATF �4 i) 9 F --j,� y0 o . N. L- - --J — — — —c'J L- - -J L — '.—J �Q co TEST HOLE DATAa o S ° (7)8'-6"I x 4'-9"w x4'-O" ` DATE: FEB 14, 2020 4 2423„��' deep leaching galleys Existing Driveway to S0'II/01V oa be removed np EL:17.0' 0.0 0, p� o� v Fencing Add Pool Enclosure 06.04.2021 -BROWN SANDY LOAM ML Rr, ivq g -BROWN LOAMY SAND & �o c1 �r: JUN 2021 REVISIONS: GRAVEL (SM) ry�%�'�c V GELEC �P -� Southold Town DATE: April 22, 2021 2.8'BROWN MEDIUM SAND ER Board of Trustees AND GRAVEL (SP) U/G ELEC - 6.1' v -MEDIUM SAND AND Existing �� 8/ ' SCALE: As Noted GRAVEL (SP) Utilities to \_� Existing Natural Grade EL: 15.4' FDc be removed To Remain DRAWING TITLE: Fpm O / Proposed Site Plan -WATER SAND & GRAVEL (SP) OQ' eqS/N 178.48, ` O= DRAWING NUMBER: 17.0 RO 8 ` COMMENTS: GROUND WATER ENCOUNTERED qQ 3�8'� AT 15.4' BELOW GRADE EDG OL�001 Proposed Site Plan EOF/'AVEMENT Project Limiting Fence TEST HOLE BY: Scale: 1" - 10' N/F PARADISE POINT Area of Disturbance:±22450 sf. K.WOYCHUK LS ASSOCIATION oup. HYDO 1000-81-3-29 DiSalvo, Diane From: jmazbpp@aol.com Sent: Monday, June 14, 2021 1:39 PM To: DiSalvo, Diane Cc: jmazbpp@aol.com Subject: SCTM #1000-81-1-18.1 Peconic River LLC Dear Board of Trustees: I am in receipt of the notice to Adjacent Property Owner documents along with the architectural plans for Mr. Adam Prestandrea to receive a building permit to build his house at 450 Basin Road. I am the adjacent property owner at 280 Basin Road. I have reviewed the plans and the application and my wife and I want to publicly fully support this application for the building permit. The plans look terrific and the layout of the house, pool and deck on the property would make a great addition to our street and Paradise Point neighborhood. If the board has any questions for me, I can be reached at 914-216-1861. Thanks and regards, Joe Mazza 280 Basin Road Southold, NY 11971 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. EC EE WE JUN 4 2021 Southold Town Board 'I Trustees. i O Glenn Golds President � Town Hall Annex A.Nicholas Krupski, Vice President 54375 Route 25 John M. Bredemeyer II[ P.O. Box 1 179 Michael J. Domino Southold,NY 11971 Greg Williams ya, Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: A Completed in field by, M En-Consultants on behalf of PECONIC RIVER, LLC requests a Wetland Permit to demolish existing two-story, 2,300 sf, FEMA-noncompliant, single-family dwelling with 460 sf attached deck and 761 sf detached garage; and construct at least +17 feet farther landward a new one to two-story, 3,200 sf, FEMA-compliant, single-family dwelling with 106 sf entry porch, 945 sf attached deck, 850 sf attached garage, 850 sf swimming pool (equipped with saltwater filtration system), 580 sf structurally detached deck, and 7' x 46' uncovered basement egress; install pool enclosure fencing with gates; remove existing nonconforming septic system located +/-42' from bulkhead, and install new I/A OWTS sanitary system outside Chapter 275 jurisdiction; install a drainage system of drywells to collect and recharge roof runoff and pool backwash; install new pervious gravel driveway and parking areas; remove specified trees located no closer than +/-69 feet from bulkhead; and establish and perpetually maintain a 27' to 39' wide, approximately 5,959 sf buffer area adjacent to bulkhead, including existing 4,259 sf naturally vegetated embankment and additional 10' wide, ±1,700 sf non-turf buffer to be established in place of existing lawn along top of bank. Located: 450 Basin Road, Southold. SCTM# 1000-81-1-18.1 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearina Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application corn leteness/comments/standards: lll - I have read & acknowledged the foregoing Trustees comments- Agent/Owner: Present were: /J. Bredemeyer �M. Domino ' G, Goldsmith N. Krupski —""'G. Williams Other BUILDING INFORMATION: .9 ._ 1� W SOUTHOLD BAY Private �� V�6• MHW LINE ALONG WppD 8 � Address: 150 Basin Road N 88°57'30" E 46.97' °�-�'S�' _ ULKHEAp N Residence Southold, NY 11971 0 62 �"'�.� w c� X U Tidal Wetlands Boundary equal to bulkhead, W as determined by EN-Consultants 11-10-2020 Tax Map ID: 1000-81-1-18.1 ��L4'. — '— °nj cb� •Ezi ti g8U)k}tead• . • , �' -�. S 82°47'S6'r E r PECONIC RIVER, LLC . . 99.8 p 8 ZoningDistrict: R-80 tK ►. 5 4 S 15 4 W . . . Basin R 88 o d .2 r . ---_ 8.23' Southold N 32 665 s . 0.75 acres) . . . . . . . . Y11 7 Lot Area: . . . . . . . . . . . . . . . . o VINYL BULKHEAD . e 'Ret ining -W LCoverage Calculations: ae Lot Coe9 PROPOSED_27 TO_39 WIDE 5 959 S F . . . . . . . . O a •v -�— EXI TING t 4,259 SF ARCHITECT: . BUFFER AREA,INCLUDING EXISTING .M 'Cl. 0 . a�• NA URALL VE ET Area) Y G ATED 2 of Lot A e f 0 Lot Coverage: 6 5 33 s /o `.+ Allowable C •� Kevin O'SullivanAssoc.,) & LLC ( NATURALLY VEGETATED BANK 4 F NATURA EG g 259 S a `vs. E ANKMENT T REMAIN _ .`rn. .` O I AND 10 WIDE 1,700 SF NON-TURF •C � 2408 Main Street Suite B -'Tb� of Barik` 'N� ° •c .=^ T60 �l - L t+. a az' T BLISHED IN PLACE m. BUFFER TO BE ESA •�- BU Brid eham t n. ° • o NY 11932 :�. EXISTING: . . . . . . OF EXISTING LAWN LANDWARD OF ' ' • � � • � • • � � • � • • � � � ` ` - •� N- •Ex:. - '�•• C ° . Tel: 631.267.3038 ►mb �. Main House: 2,300 sf. ± TOP OF BANK/TIMBER.RET.WALL . . . . . . . : : :':':`:•:':•:':':•:':':•:':':':`:':':':'.'.'. . . . . erRefaini. . .�. 761 sf. _ tV to' Garage:e: �•� g . . LLQ. RV SU EYOR: Decks: 4 0 sf. + i . .i. . . . . . . ". . . . . . ' — po''. . . .'^-.•-: AA _- . . . . . . . . . . . . .. .r.. . . . . . . . . . .try-.. `. . .'. - . .'. . . z . . . l Kenneth M W oychuck Land Surveying, PLLC 42 aoExistin Total Lot Coverage: 3 521 sf. 10.8% P.O.Box153 A uebo ue, NY 11931 IL . . .v'. .'. . . PROPOSED: :`: : :'` ':':': : : : : :'. . . . :': . . :': : . . . : : . . . .'.' . ° : :'. . .`. : .'. . : : : : :':'. :':`: : : 3. . . . . . . ....Q,in. Tel: 631.298.1588 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q' - •:-:-6:,05: 0 Main House: 3,200 sf. :�: :�:�=�:� • E :':'.�,. .-. . � L • - • • - . '. c. . . . /..- .`.'. •'•' c'. . . . a. / . . . . . . STRUCTURAL ENGINEER: Attached Garage: 850 sf. ; . _ _ co 3 ..`::;:=: : : g 1 PROPOSED 10 WIDEt 1,700 SF : :• - . c. °. �.'. •' o .o. cV O' o • a NON-TURF BUFFER IN . . . . • . • • . . °.� j.;.;. .. _. Dilandro Andrews Engineering i+ a) `_'. . .'.'. .'. .'. . . . . . cm . . . . . . . Pool Deck: 945 sf. o � 10" ' ': :'' �': : �.o' op of Bank o PLACE OF EXISTING LAWN Existing Septic �. o o.'o. . . . l . .:.:.:. .:.:.:.:.:. .:.: 158 County Road 39 Entry Porch: 106 sf. �- o o o to be removed m . `� :::� P '�..�: � ' � •'•'•'•' Southam ton, NY 11968 North Deck (BBQ) : 580 sf. N a ::': . �; _ Existing Neighbor's Tel: 631.259.3959 Swimming Pool: 850 sf. I X o istin 2-Story +l +f o Swimming Pool ct Dwellin o be removed = New Total Lot Coverage: 6,531 sf = 19.99% 10• a pin O o ,a 2 CD I N/F E a —_ --- - OF MARY ZUPA NA I z • I ' '{, _._... r� Allowable GFA: / _ 1000-81-1-16.7 o O i.. 03 Proposed Building GFA: bak N .� ~� o Oa ' .., --- ............................................... ::::::.:::::.::::..::.:::, MAY Oa �` ............... .......... 2 4 2021 1st Floor: 3,265 sf. • ... _............................ .......... ...... N/F OF I I Or ® 10„ J. & L. MAZZA 2nd Floor: 1,222 sf. --- —_1 C% ° w Oa ; 1000-81-1-19 Total Building GFA: 4,487 sf. - 64, 5" 10 i _ u, 11 Existing NOTES: Proposed i I Neighbor's 3 Oak House rs 1 Wood b'&;R on-'wood.posts 1-SANITARY SYSTEM INFORMATION, SEE PROPOSED SEPTIC DESIGN PLAN BY Oa 10•, �. Structural) detached from Main Building) o - 5'-0" oIDW DILANDRO ANDREWS ENGINEERING FOR ADDITIONAL DETAILS. FLOOD ZONE 1Q„ 18 = (Structurally BOUNDARY oak O N E E(E L 21 ) Oak Oak a p e 580 sf. 07 Trough for pool infinity edge __ - FEEL. 19.91' 2-SITE PLAN BASED ON SURVEY PREPARED BY: _ — _ _ — _ — t - - - _ - - - - — — — — — — — _ - - - - - - — — — — _ - - - - - - _ — 1T-10" 18'-11" � _ _'_ _ _ _ _ _ KENNETH M WOYCHUK LAND SURVEYING, PLLC —_—_—_— — —_ _—_—_— —_—_—_—* —_ - 17'-3u PROFESSIONAL LAND SURVEYING AND DESIGN X ( I -_� — - '`— - - - - - - - - - - - - - ZONE ~ "'.'' 10-2 d ................ Zh 16'-5" M SURVEYED APRIL 19,2021 10" X10" Oak i SANITARY SYSTEM INFORMATION: Oa+ ______ _ Proposed . 20" Oak \ 22'x39 . , ;.r. PROPOSED MAIN HOUSE Oak TOTAL NUMBER OF BEDROOMS : 10 �T-0" :.. ............................................. ..................23--opt.............. Swimming Pool (1 Story) I/A SIZE REQUIRED: 1100 GPD LU 1 I with Salt-water filtration a.. .'i iv Main House does not touch or overlap Flood Zone Boundary - 2 Proposed P{op sed 6'- " ( system F LEACHING REQUIRED: 700FT - _ 0 10' 1 Pool Equipment oufdoo Bath I 10" N F .EL.X0.0' Oakl ---- N (salt-water filtration) +Sho er I I Oak 850sf, i ... (wegther of) /ice I - � I 14,. FEEL.19.91' ............:........_.... N � r ! roposed Oak Project LimitingFence -- ° / I �t O Exi ting 34.2'r 222' I i Sleps III # ` s.,,.•.. ` I Area of Disturbance:±22450 sf. r De achedto 1 39'-3" Z Gaia e 1 be r moved 10" I Oak N �— I ` 12" Proposed .' , Existing 1 1 41'-3" 15'-0" Neighbor's Oak Wood Deck House I DW I 1 945 sf. I FF.EL. 19.91' I .............: CD Pool 58'-3" uJ li - I PROPOSED ATTACHED \ 1 -.........: iO Proposed D\veway I 3 /1 CAGE r` . ..... Pervious Gravelw W.....................( 5 Stories)Existing w ............. Existing Curb Cato'-R e ain) 850 sf. N LU CV Neighbor's 1 FF.EL. 16.8' ° 0 (� I Shed 1 0 O ---1�\ °4'-5" w `\\DW-3� drpvells) CV \ / Oak Q �I— (�9'-9„1 �,g,,.. .....ti ..... ....... — — — — — — — X20 2� 8„ 1 ... f -:...Oal<:..... — PROPOSED MAIN 23'-0" 1 ” � \DW-1 / N ......- - - - --H — 1-2 Oaks 6 — — •_ 1. ` (2 Stories) — — — - — — - -Oak _ - - - — — - - - - �7.,Bedrooms ;�„— 1 Oak — — drywells _ — �+ (10 Bedrooms per SCDHS) Oak — — — .— ,200 Clean-Out �j.......__-. 0. ...._._.__ //................... ......................... FF3ELS2 ' ` ................./i //// ........................_......__' .. . Control Panel...... Proposed Driveway......-, ”'"' J i P Y:�' .•......... � / � _ .� � Oak Pervious Gravel' - Uncovered Basement Existing Driveway to f (Existing Curb:Cut Existing Natural Grade-'". egress well _7 To Remain be removed —, to Remain) ..1' i �/ Test 46'-2" i drywellsU ff Hydro Action \ /1 f Hole Future % �� �I KEY: f' AN-1100 �� / Existing Natural Grade ; Expansion IDW 5J ' 20" Distribution To Remain W II box s� - • EXISTING TREES EXISTING TREES — TOREMAIN TO BE REMOVED � � — � (1 � � (1 �� (1 i- � (_1 � � (-"1 '' � RED q�,c Proposed )/A, Low �� L - - J L - -- J L -- - L - - - J Ly - - J '' ` U o �� PNMAp/G `Si�, Nitrogen Sanitary System �� J �lij �� C9 �^ �n 0 o L - - J L - - - -I I- - - J L - - - J L — — J o Q� Q° '9 0 0159 �¢ TEST HOLE DATA S 74. (7)8'-6"1 x 4'-9"w x4'-0" a° OF N E`11 DATE: FEB 14, 2020 23"� deep leaching galleys Existing Driveway to r SO�Ri a be removed ` EL:17.0' 0.0 otirOF oyo -BROWN SANDY LOAM (ML) °jRT•ST wq> oQ �� r 0.4BROWN LOAMY SAND & r�°�c� ��? REVISIONS: GRAVEL. (SM) °c EEG SNP ` 0IG 2.8 ER DATE: April 22, 2021 BROWN MEDIUM SAND AND GRAVEL (SP) UIG ELEC 6.1' , ��ER -MEDIUM S/ Existing Oma `&� r SCALE: As Noted Utilities to /� �_� Existing Natural Grade be removed f To Remain DRAWING TITLE: Proposed Site Plan -WATER SAND & GRAVEL (SP) F�Ftir OQ I 178.48, O DRAWING NUMBER: 17.0' COMMENTS: GROUND WATER ENCOUNTERED ROgQ 37g�� m AT 15.4' BELOW GRADE Proposed Site Plan e°GFOFPgvEMFror Project Limiting Fence LIIs00 TEST HOLE BY: Scale: 1" = 10' N/F PARADISE POINT Area of Disturbance: K.WOYCHUK LS ASSOCIATION ±22450 sf. HYD.00 1000-81-3-29 oup. S.C.T.M. NO. DISTRICT: 1000 SECTION: 81 BLOCK: 1 LOT(S): 18.1 SOUTHOLD Z BAY (� TIE LINES & ® E C E 0 V E 2 N 88'57'40" E 5q•6 0 a �t'� V 46.97- 6,10 �� Mt�DLINE ALONG V NYLLI uLKHEAD �6 D S 82'4756'E S88 e ;W o , 9a88' APO 3 0 2021 VINYL BULKHEAD 6 TIMBER WALL 8 10 Southold Town 1.3E �� _ o Board f Trustees K nMBER wA� 3 11 1 ] 12 , p OF 15 1 �b Top OF BANK 8'oAK 13 (Ps OAK 'v 14'OAK 0 12"OAK •OAK , Z E�1tISI�1N-G�ps�u,��or ;� W I-----------I Ln 10"OAK1% 1rO MD aCOLUD SAND OiI� 24";LAK 6"PINE 3 o I SWIMMING POOL PIPE 10"OAK 14"OAK 1.I \ �1 'IIe° v I I L 10 OAK t.+,� b • L----------J � � O'OAK 20 OAK 3 L:d'10'OAK . I •:•14.9'•::' -- 5 10'OAK W :.:a 20.7' m r i N wooD ::15.0 --------------- 10'OAK DECK w:•::;; F I -----� 12"OAK ZONE VE(Q 21) I L---- �N0 OAK 18"OAK :•:-:• •::.'26.5':•::•:. .• -::: .• I EXISTING LAND N/F OF — — cif — 10"OAK !g 3::: .::. ::::� ::: . ..::. .::: :: : : I 2 STY DWELLING I FLOOD ZONE BOUNDARY p{y�N I I FFL MARY ZUPA i.�:: :. :.. #450:- 19.5..- 450 ... ...... . .. fy 10'OAK ZONE X 10�'_} CONC. u'oi::::::::: :::.:::: ..i9:5: : : DWELLING N 6 I STOOP :•. ..:}s1'::.::.:::: :::: :: .::::� 20'OAK L------J ---1 (-----J W/PUBLIC WATER p 10'OAK :.:: ::::':: : . 12" ;:CONC. ppRC ,� L--- 150' :: 1 N ---- --j 20.8' :::.. ..... O'OAK ::..:::::' ------ ----- WORK SHOP 'g I a H.w :::.:; .:. r---------------- o WOOD :. . 5700 LAND N/F OF I o `-:;•: ;.:':'`:.' � 1 a OAK '9:s':.::. :••;'. JOSEPH MAZZZA SWIMMING POOL I I I Z :::N O �:a 12 OAK I i.:'•: :•:: D1 'OAK LOT 3 0.9 W : ..1 STY FRM.::. •.^ ::16.3'. ':: o. .. DWELLINGS ad LOT 4 14.0':•. I :GARAGE::'•::. EXISTING I SHED X520:.::.:: Z W/PUBLIC WATER 2 STY. DWELLING I I 20'OAK 150' B"oAK 0.2w 12'OAK B"OAK I I � is"oAK � E I., b 14'OAK I I 0191 ryo 14-OAK Q I I 12-CAKCQFJ '----------------------� M O LQ PIPE v o 19 7S 171 p 18 S�4 02423„ 2 0 17 Z 0ON. 16 c?n 16 FEMA MAP#36103CO167H 50' RISAIT 15 15 THE WATER SUPPLY, WELLS: DRYWELLS AND CESSPOOL I Dl�/ NOF Wqy M 14 ELEV 17.0 LOCA71ONS SHOWN ARE FROM FIELD OBSERVA77ONS E 13 BROWN AND OR DATA OBTAINED FROM OTHERS / 12 13 OL DY LOAM 0.4' AREA: 32,665 S.F. or 0.75 ACRES ELEVA77ON DATUM: NAVD88 I 10 848, P 378 SM oAIRuOr SAND 2.4' UNAUTHORIZED ALTERA77ON OR ADD/AON 70 THIS SURVEY IS A WOLA71ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY W •O ® & GRAVEL — MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VAUD TRUE COPY. GUARANTEES INDICA TED HEREON SHALL RUN / BROWN ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON HYD �. P. �I MEDIUM LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. ' �' SP SAND 3.3' THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPEaRC PURPOSE AND USE THEREFORE THEY ARE \ � ` � � T OF PA & NOT IN7ENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE IREC77ON OF FENCE$ ADD177ONAL STRUCTURES OR AND 07HER 1MPROVEMEN7S EASEMENTS L fNT GRAVEL AND/OR SUBSURFACE S7RUOMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY \ — SURVEY On DESCRIBED PROPERTY & LOT 4 CERTIFIED TO: PECONIC RIVER LLC; \ \ wA �.. MEDIUM 9.3, MAP OF. PARADISE POINT SEC. 1 1 ADVOCATES ABSTRACT INV.' \ �1I/y SW SAND FILED:ARP. 11th, 1963 No. 3761 WESTCOR LAND TITLE INSURANCE SERVICES; \ \ GRAVEL \ SITUATED AT.BAYVIEW DWELLINGS EL TOWN OR SOUTHOLD W/PUBLIICC WATER \ \ ` W p N WAS 1.6 KENNETH M WOYCHUK LAND SURVEYING, PLLC � & GRAVEL SUFFOLK COUNTY, NEW YORK — 17' Professional Load Surveying and Design FEB 14, 2020 1 + P.O. Bos 153 Aquebogue, Nen York 11951 TREE LOCATION 04-19-21 K. WOYCHUK Ls FILE B 19-162 SCALE: 1"=30' DATE:DEC. 11, 2019 N.Y.S:,USC. NO. 050882 PHONE (881)288-1688 FAX(631) 298-1588 ADD ADJOINING HOUSES 01-19-21 A 1 PECONIC RIVER LLC,450 8ttoxw ROAD,SOUTHOLD 450 : • RD r 1.Wn Or Te 1 v a , ti r a •t 'N :>i!�f3.351I1 R Cf dp ., figure 1. Aerial view of subject property with dwelling and garage to be replaced with new dwelling,attached garage,deck,and pool. Image by Suffolk County GIS Viewer. (Note properties formerly known as 450& 520 Basin Road now merged and known as 450 Basin Road). Y F >D rb r - Figure 2. Looking south from bulkhead along Southold Bay at existing dwelling to be replaced with new dwelling located at least 16 feet landward,over existing naturally vegetated embankment to be maintained as part of 27'to 39'wide,5,959 sf buffer adjacent to bulkhead. w r PECONIC RIVER LLC,450 Bt%azN ROAD,SOUTHOLD F % MY -figure 3. Looking west at seaward side of existing dwelling to be removed and replaced with new dwelling located at least 16 feet landward, and at location of proposed 10'wide non-turf buffer to be established in place of lawn adjacent to wood retaining wall at top of bank. Pe ��.` ,', � 'iL♦ rMa.'-. �i ri as��y�;3_�s—C' �...�C, i.^ .�!{�.$ # i. _ Vilt'Y j�6 i.+�. .� ♦-� .tit Y. R J:... t s 1� Figure 4. Looking east at existing detached garage(right)and dwelling(left)to be removed and replaced with new dwelling,attached garage,deck,and pool;and at location of proposed 10'wide non-turf buffer to be established in place of lawn along top of bank. w PECONIC RIVER LLC,450 ROAD,SOUTHOLD 1 R r�'' � 4^: _�' �4 ,_'.1 � �� fw ,h'�'S°k `� •.s, ��• �� r ,.n,�� .�: >7' ,�y� �c� -•�.��oyr�` gym . ` F .. �:ti� � ,�K"�+3/4'.➢"'iJr �yp'.i:.JC �.,, .. �a:��� �' '/� moi'. Figure 5. Looking south toward Basin Road at existing dwelling(left)and detached garage(right) to be replaced with new dwelling,attached garage,deck,and pool. � V1 ,..r i Y' t i x Figure 6. Looking north from Basin Road toward Southold Bay at existing dwelling(right)and detached garage(left)to be replaced with nee,dwelling,attached garage,deck,and pool;and over location of proposed I/A sanitary system(center). 14N tlBx 'OSN N xGex / x&N uo-e epY / roasos � �. tx-m SOUTHOLD ••�✓..• � xeN sN v® 2Ttx SEE SEC NO tit N F D.28 p �F 16.1 � O t6 �•� n la.l I/ s +' e,o I r t yxq ts.x tae ub u.a - aM xs •t t.Wol i ss e �es tetx'9 s t.Wq / INSOA' ieNa xe +syq avycl �' SEE SEC.NO.tax '3 I aWc) u 1 271 ].xNq n: aulq 1 11°1eb O S.ln � v O 'E sWcl aWq � ii L 09 I 4' a v I ax' � F E SSEE SEC No ESSEC N N Ju xet E ���� _ "' �tl 'r M1""' cPi �� __;__ u 4 ' NOTICE ctil��* COUNTY OF SUFFOLK © E ^` 6WTIOLO SECTION NO E —� _ __ _ _ _ Real Property Tax Se ice Agency Y D GerryC^WNwSrLNYnN, 81 ___- ce oxrr. r 'x:sxN P 1000 PROPERTY IMP OFFICE LOCATION: �°� '�� MAILING ADDRESS: Town Hall Annex ; P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 ��� Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, Assistant Town Planning Director LWRP Coordinator Date: June 9, 2021 Re: Local Waterfront Coastal Consistency Review for PECONIC RIVER, LLC SCTM# 1000-81-1-18.1 En-Consultants on behalf of PECONIC RIVER, LLC requests a Wetland Permit to demolish existing two-story, 2,300 sf, FEMA-noncompliant, single-family dwelling with 460 sf attached deck and 761 sf detached garage; and construct at least +17 feet farther landward a new one to two-story, 3,200 sf, FEMA-compliant, single-family dwelling with 106 sf entry porch, 945 sf attached deck, 850 sf attached garage, 850 sf swimming pool (equipped with saltwater filtration system), 580 sf structurally detached deck, and Tx 46' uncovered basement egress; install pool enclosure fencing with gates; remove existing nonconforming septic system located +/-42' from bulkhead, and install new I/A OWTS sanitary system outside Chapter 275 jurisdiction; install a drainage system of drywells to collect and recharge roof runoff and pool backwash; install new pervious gravel driveway and parking areas; remove specified trees located no closer than +/-69 feet from bulkhead; and establish and perpetually maintain a 27' to 39' wide, approximately 5,959 sf buffer area adjacent to bulkhead, including existing 4,259 sf naturally vegetated embankment and additional 10' wide, ±1,700 sf non-turf buffer to be established in place of existing lawn along top of bank. Located: 450 Basin Road, Southold. SCTM# 1000-81-1-18.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP. The 580 sf structurally detached deck is recommended as INCONSISTENT. Structure in VE FEMA flood zones should be relocated outside of the zone or minimized. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Peter Young,Chairman Town Hall,53095 Main Rd. Lauren Standish, Secretary r P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held June 9, 2021 the following recommendation was made: Moved by Caroline Burghardt, seconded by John Stein, it was RESOLVED to SUPPORT the application of PECONIC RIVER LLC to demolish existing two-story, FEMA-noncompliant, single-family dwelling with 460 sf. attached deck and 761 sf. detached garage, and construct at least +17' farther landward a new 1 to 2-story, 3,200 sf. FEMA compliant, single-family dwelling with 106 sf. entry porch, 945 sf. attached deck, 850 sf. attached garage, 850 sf. swimming pool, 580 sf. structurally detached deck, and 7X 46' uncovered basement egress; remove existing nonconforming septic system and install new I/A sanitary system outside Ch. 275 jurisdiction; install drainage system of drywells to collect and recharge roof run-off and pool backwash; install new pervious gravel driveway and parking areas; remove specified trees; and establish a 27' to 39' wide, approx. 5,959 sf. buffer area adjacent to bulkhead, including existing 4,259 sf. naturally vegetated embankment and additional 1,700 sf. non-turf buffer to be established in place of existing lawn along top of bank. Located: 450 Basin Road, Southold. SCTM#81-1-18.1 Inspected by: Caroline Burghardt, John Stein The CAC Supports the application, however, there is a concern with lot coverage. The proposed dwelling is too close to the bluff and should be moved further landward, and there should be at least a 10'-15' non-turf buffer planted with native vegetation. Vote of Council: Ayes: All Motion Carried Glenn Goldsmith, F_ _ lent QF So&j� Town Hall Annex Michael J.Domino,Vice-President �� 0� 54375 Route 25 John M.Bredemeyer IIIP.O.Box 1179 jr Southold,New York 11971 A.Nicholas Krupski Telephone(631)765-1892 Greg Williams %�` �' �� Fax(631)765-6641 �1�COUNTR�� c BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application E E 9 U E Wetland Permit Application D Administrative Permit Amendment/Transfer/Extensi��n APR 3 O 2021 Received Application: ►�—Received Fee: $ M.00 Completed Application: S" Southold Town Incomplete: Board of Trustees SEQRA Classification: Type I Type 11 Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: �Coordination:(date sent): ,^, II LWRP Consistency Asse sme t Form Sent: g l -y�-CAC Referral Sent: ✓, Date of Inspection: •�•2� Receipt of CAC Report: Technical Review: Public Hearing Held: •l(e•21 Resolution: Name of Applicant Pecomc River LLC l Address c/o Adam Prestandrea,Member, 90 Lafayette Avenue, Sea Cliff,NY 11579 Phone Number: QL21 993-7032 Suffolk County Tax Map Number: 1000 - 81-1-18.1 i Property Location: 450 Basin Road,Southold (property is located on north side of Basin Road,+/-378'west of Robinson 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 Board of Trustees Api_ :ation GENERAL DATA Land Area(in square feet): 32,665 sf Area Zoning: R-80 l Previous use of property: Residential,two-story,single-family dwelling with detached garage Intended use of property: same,with new two-story dwelling with attached garage and swimming pool 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 Southold ZBA#2331 (garage) 9-15-77 J Southold Trustees#4382(upper ret.wall) 10-27-94 Southold Trustees#5926(groins) 5-26-04 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 existing 2-story,2,300 sf,FEMA-noncompliant,single-family dwelling with 460 sf attached deck and 761 sf detached garage,and construct at least+17 feet farther landward a new 1 to 2-story,3,200 sf,FEMA-compliant,single-family dwelling with 106 sf entry porch,945 sf attached deck,850 sf attached garage, 850 sf swimming pool(equipped with saltwater filtration system), 580 sf structurally detached deck,and Tx 46'uncovered basement egress;remove existing nonconforming septic system located +/-42'from bulkhead,and install new FA OWTS sanitary system outside Chapter 275 jurisdiction;install a drainage system of drywells to collect and recharge roof runoff and pool backwash;install new pervious gravel driveway and parking areas;remove specified trees located no closer than+/-69 feet from bulkhead;and establish a 27'to 39'wide,approximately 5,959 sf buffer area adjacent to bulkhead,including existing 4,259 sf naturally vegetated embankment and additional, 1,700 sf non-turf buffer to be established in place of existing lawn along top of bank,all as depicted on the site plan prepared by Kevin O'Sullivan&Assoc.,LLC, dated April 22,2021 r Board of Trustees Applic' ori WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To construct a new,modernized,energy-efficient,dwelling with attached garage and swimming pool in place of and farther from wetlands than the existing dwelling;and to relocate and replace the existing nonconforming septic system with a low-nitrogen,innovative/alternative sanitary system(I/A OWTS). Area of wetlands on lot: 0 square feet Percent coverage of lot: 0 o/° Closest distance between nearest existing structure and upland edge of wetlands: +1-55 feet (steps to existing dwelling) Closest distance between nearest proposed structure and upland edge of wetlands: f +/-65 feet (detached waterside deck) Does the project involve excavation or filling? No X Yes (as required for replacement of dwelling and sanitary If yes, how much material will be excavated? TBD cubic yards system;proposed drainage) How much material will be filled? N/A cubic yards Depth of which material will be removed *W&X%d: +/- 10 feet (for excavation of basement) Proposed slope throughout the area of operations: N/A Manner in which material will be removed or deposited: Standard construction practices. 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. STATEMENT OF EFFECT AND LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR L PECONIC RIVER LLC 450 BASIN ROAD SOUTHOLD,NY The proposed project, which seeks to replace an existing, FEMA-nonconforming dwelling and detached garage with a new, modernized, energy-efficient, FEMA-compliant dwelling with attached garage, decks, and swimming pool, will have a net beneficial impact on the surrounding shoreline and tidal wetland ecosystem as a result of the below described design elements and additionally incorporated environmental mitigation measures. A) Project Design 1) The project design would result in the new dwelling being situated approximately 75 feet from Southold Bay and thus at least 16 feet farther from wetlands than the existing dwelling to be removed; and would result in an overall increase in the minimum structural setback from wetlands of approximately 12 feet (from 54 feet to the existing dwelling steps to 66 feet to the proposed structurally detached waterside deck). 2) Due to the landward relocation of the dwelling described above, the project design would result in the removal and replacement of a FEMA-nonconforming dwelling located in a VE flood zone with a new dwelling located entirely within an X flood zone. Only the proposed detached waterside deck, which will be structurally detached from the primary dwelling and constructed on wood posts, will be located within the VE flood zone. 3) Due to the landward relocation of the dwelling described above, the project design would result in the removal and replacement of a dwelling that currently projects seaward of the plane drawn between the seaward corners of the two adjacent dwellings with a new dwelling positioned landward of that plane, thus compliant with Section 275-11(A)(3). 4) The proposed swimming pool would be located approximately 79 feet from wetlands, well exceeding the minimum 50' wetland setback for pools set forth in Section 275-3(D)(1)(a)(5). B) Additional Mitigation 1) The existing nonconforming septic system, which is located only approximately 42 feet from the surface waters of Southold Bay, will be removed and replaced with a low-nitrogen, innovative/alternative sanitary system (I/A OWTS) located at least 134 feet from surface waters and well outside Chapter 275 jurisdiction. 11P-age I Unlike conventional septic systems, the I/A OWTS is designed to significantly reduce nitrogen loading into the groundwater table. '2) A 27' to 39' wide, approximately 5,959 sf buffer area would be permanently maintained adjacent to the existing bulkhead fronting Southold Bay, including the existing, approximately 4,259 sf naturally vegetated embankment and an additional 1,700 sf non-turf buffer area to be established in place of existing lawn within 10 feet of the top of bank. 3) A drainage system consisting of leaders, gutters, and drywells would be installed to collect and recharge roof runoff. 4) The proposed swimming pool would be equipped with a saltwater filtration system, thus avoiding use of a traditional, high-chlorination treatment system; and a drywell dedicated to the capture of pool backwash. 5) The proposed driveway and parking area would be composed of pervious gravel. 6) A project limiting fence would be installed to contain site disturbance and potential surface runoff during construction. These project design and mitigation measures, which together would result in increased separation between wetlands and site development; potentially reduced, runoff and improved runoff quality; and potentially improved groundwater and surface water quality, will thus further the goals of Chapter 275 aneLWRP Policies 4, 5, and 6, including minimizing risk of flood and erosion damage; protecting and improving water quality; and protecting the quality and function of the surrounding Southold Bay shoreline and tidal wetland ecosystem. - - - --- - - - -- - - - - --- - --- --- - - - - -- 2Page 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. Peconic River,LLC Residence Project Location(describe, and attach a location map): 450 Basin Road,Town of Southold,Suffolk County; SCTM#1000-81-1-18.1;property is located on north side of Basin Road,+/-378'west of Robinson Road,maps provided. Brief Description of Proposed Action: Demolish existing 2-story,2,3D0 sf,FEMA-noncompliant,single-family dwelling with 460 sf attached deck and 761 sf detached garage,and construct at least+17 feet farther landward a new 1 to 2-story,3,200 sf,FEMA-compliant,single-family dwelling with 106 sf entry porch,945 sf attached deck,850 sf attached garage,850 sf swimrmng pool(equipped with saltwater filtration system),580 sf structurally detached deck,and 7'x 46'uncovered basement egress,remove existing nonconforming septic system located+/-42'from bulkhead,and install new,l/A OWTS sanitary system outside Chapter 275 jurisdiction,install a drainage system of drywells to collect and recharge roof runoff and pool backwash,install new pervious gravel driveway and parking areas;remove specified trees located no closer than+/-69 feet from bulkhead,and establish a 27to 39'wide, approximately 5,959 sf buffer area adjacent to bulkhead,including existing 4,259 sf naturally vegetated embankment and additional,1,700 sf non-turf buffer to be established in place of existing lawn along top of bank,all as depicted on the site plan prepared by Kevin O'Sullivan&Assoc,LLC, dated April 22,2021. Name of Applicant or Sponsor: Telephone: 212-993-7032 Peconic River LLC E-Mail: aprestandrea@gmail.com Address:c/o Adam Prestandrea,Member 90 Lafayette Avenue City/PO: State. Zip Code: Sea Cliff NY 11579 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 Agency9 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? 32,665 sf b.Total acreage to be physically disturbed? +/-22,450 sf c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 32,665 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 I 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 and Environs,Reason:Protect pbulic health,water,vegetation, &scenic beauty,Agency: Suffolk ounty,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 action9 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: X 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: A new,I/A 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 endangered? 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: XL I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name- lko vn E.He=ann,Coastal Mgmt. Specialist Date: April 28,2021 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)? 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 energv 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 No -N� ,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. 0 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. 4 lusVe-as —61)q17-1 Name of Lead Agency Date Print, e N essm� _Vr yp a eot-- po ?Ie Officer in Lead Agency Title of Responsible Officer AV Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 BURGUNDVn RDOi NAY qR ay Cfl FK m.. CT DR C �� AO _ ? °y 9O oo� Park \ as TARPOry <``,`'.m M� 5 4Z' Q 39' =,+ RD � � rte"` '�..'�.•.�•���5,�y.yr2.ti,t` ° Pond Camp Qumlpe• _°•: ly pP�O MOCKINGBIRD (Methodlsti o�` LA 9` Fc�yWac HDGyr �r ..r is 0'•LK �a OQ` 'PO F OF•0.,aid °�F �3' :f ,�,•, IyF a pPy Uney e� Je mngsPt ' � LOCKy POINT Southold °� �o �2 Ponci 9s 'ImT;`s St ��y m° �7�0G1 SS m"o ® A� yy w a0 9a�i m His Soc foo ° BI EDON ,. f�Ott,EOE'IIHTV �9s� 9 I � SOUTHOLD low[[ - � �� � O y �jyp-,i,�-' •ya r� W LA a' PO QG G1 B �'s 9D Founders C QEG HILL M/UP <YRO� Southold RDM e CFo LandingHS jr Harper PtAl GeV, BAY JOCKEY CREEK DR G ,Cj� __;r`='��"�'s•sg m� 3 5uffdk County Nm5wm Map #44 o HEP i H 1' - r 2,000, NE NE OSH 9 OHQYS SZ 7L HO ~y,,. "K,1 OR I 5S j c 2 9 n yo SO ithold z CUSTER a PA N O YC Slte/`lces5^V la '' J d o aster�cLEARwEw�� 9 z � �5• — Wp HARBOR 5ub�ect Property) :�a. �- :- n Institute O2 i g ° o a P LIGHT w,"(,'<<,�-I EARw rF �o a scRooNE DR Paradise=,,g-, AV 1V 3 SLEEPY y " mo �GHWO S' ANC OH OQ o W s Point c• IR H 71p, QP0° GLENN � l[q C w 9 O�� r;',,i :.,,•l 0 4G� a o Lq O� BASIN 0 C QO ,q:'j°�< i r� VlPti7Yt.�`'- C � g ¢ LAKE OR p0 Q° :•C•;%:`��'S"� GAJ D UGREAT HOG 5 RIGGER LLA ' _ [q°2 FRR /CKO o A m"o aLoQ RY� z NECK F ¢ _36`, A IEW c� Y4 '�='�•;r w a 9F< 3 ua TY BAYVIEVN v11PAQSU MRy _� �?�t W N Tie son �9°moi ark �v� sT Cotey J e Creels D e oW Ced`Bea h ;';2t•.'r MiDW Q��C DAR��°Ap ooD CDun Par � /•�/ e ° CT AY ;S CED B AC H,� R� , r+r U rti &j s oz o a N E bMPt oin Cedar Beach ty �'I c� 35 Q PL EST a .w�. W .K.: HOG NECK R ° ;? `�� �UryB��. ' oa PO1Ni RD �y .,";�"• �e„-�d BAY W. F �gYwi ten, - or.. a:..; _ _ �,� •.•>>r�+ .r�sx, `i 3-0, •72°24.4 - z }IL A:J. •,;a,`.�k y�, _ .4.,r - s'....-° '•ir,'-.T;'+. 1 r - '-7t'� - ;3• '- � - :�.."�; - - '�®Ha'sirom Ma Come.Y,n .s - ':Joins• - �''�x..'' 4.- .. - .'f� �. : ''e',., ,ve• 'vi„ .,r w t i~..-r.:z_',:�,r..i.,Y+'..;:;�"�..T�.,ir v �.:w•_.++_�._..:'s.� .. .n< �e:r%• r:.'_ .,_,'.o•'.�_. :._..�__ ,sk'i,....-- -. 'I-....ai,,,., __,._.n`�,.'.,..«...`w�«':;_•..x•±�w,..W.d',�� ".`�e. n-> .xw�'''',i ' aoWIf Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM U PROPERTY LOCATION: S.C.T.MA THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Q� 1000 81 1 18.1 STORM-WATER,GRADING,DRAINAGE AMP EROSION CONTROL PLAN 1D'sEricT 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 32,665 sf Generated by a Two(2")Inch Rainfall on Site? X ❑ the Scope of work for Proposed Construction) (SF/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 +/-22,450 sf Site improvements and the permanent creation of construction activity? (S F/Acres) impervious surfaces) 2 Does the Site Plan and/or Survey Show All Proposed X F]PROVIDE BRIEF PROJECT DESCRIPTION(Provide Additional Pages as Needed)) Drainage structures Indicating Size&Location?This item shall include all proposed Grade Changes and Demolish existing 2-story,2,300 sf,FEMA-noncompliant,single-family dwelling with 460 sf attached deck Slopes Controlling Surface Water Flow, and 761 sf detached garage,and construct at least+17 feet farther landward a new 1 to 2-story,3,200 sf, 3 Does the Site Plan and/or Survey describe the erosion X ❑ FEMA-comphant,single-family dwelling with 106 sf entry porch,945 sf attached deck,850 sf attached and sediment control practices that will be used to garage,850 sf swimming pool(equipped with saltwater filtration system),580 sf structurally detached deck, control site erosion and storm water discharger This and Tx 46'uncovered basement egress,remove existing nonconforming septic system located+/42'from Item must be maintained throughout the Entire Construction Period. bulkhead,and install new I/A OWTS sanitary system outside Chapter 275 jurisdiction,install a drainage system of drywells to collect and recharge roof runoff and pool backwash,install new pervious gravel 4 Will this Project Re uire any Land Fillin ,Gradin or Excavation where(here is a change fo t e Natural driveway and parking areas,remove specified trees located no closer than+/-69 feet from bulkhead,and Existing Grade involving more than 200 Cubic Yards establish a 27'to 39'rade,approximately 5,959 sf buffer aiea adjacent to bulkhead,including existing 4,259 of Material within any Parcel? sf naturally vegetated embankment and additional,1,700 sf non-turf buffer to be established in place of 5 Will this Application Require Land Disturbing Activities existing lawn along top of bank,all as depicted on the site plan prepared by Kevin O'Sullivan&Assoc, Encompassing an Area in Excess of Five Thousand LLC,dated April 22,2021 (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 ❑ l� are 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, Q (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit O Will Driveways,Parking Areas or other impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off 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? ❑ X 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, E 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 identify potential sources of pollution which may reasonably be expected to affect the Area?(This nem will NOT include the installation of Driveway Aprons) 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 g (NOTE A Check Mark(X)and/or Answer for each Question is Required For a Completed Application) STATE OF NEW YORK, COUNTY OF Suffolk' ss That I, Robert E.HerIinann -- being duty sworn,deposes and says that he/she is the applicant fo;Permit, (Name of individual signing Document) And that he/she is the Agent for Owner (Owner,Contractor,Agent,Corporate Officer,etc i 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, -----------------28th -- day f--- - --- ---------------- ------ I2021 _ KIM H . STEPHENS Notary Pu is ---- -- --- -- -- --- -----------N-O-T-A-R-Y--iP-U-9 L I C ------------------ ------------------------------ -- s u of Applicant) FORM - 06/10 COMMISSION NO 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 20ell Board of Trustees Applic' Lon AUTHOPJZATION (Where the applicant is not the owner) Adam Prestandrea, Member I/We, Peconic River, LLC owners of the property identified as SCTM# 1000- 81-1-18.1 (fka 17 & 18) 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�i�—�� N/A roperty Owner's Signature Property Owner's Signature Adam Prestandrea, Member Peconic River, LLC SWORN TO BEFORE ME THIS 3�Sn DAY OF 20 Za RICHARD A. WALZ Notary Public, State of New York *otaryP44ic Registration#02WA6305284 Qualified In Kings County commission Expires June 9, 2022 ` Board of Trustees Applic' .on AFFIDAVIT Adam Prestandrea, Member Peconic River, LLC 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 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 Signature o roperty Owner Signature of Property Owner ,Adam Prestandrea, Member Peconic River, LLC JY SWORN TO BEFORE ME THIS DAY OF^�t-t K.�� , 20 Z RICHARD A. WALZ Notary Public, State of New York Registration#02WA6305284 tary Pc commissi ndExpires June 9,County22 ' APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSIURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the art 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. Adam Prestandrea, Member YOURNAME: Peconic River. LLC (Last name,first name,ipiddle 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 interesC'means a business, including a partnership,inwhich the town oilicer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 51ib of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicantlagent/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): }3)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 21 day of GOS F 20-.�Q, Signature Print Name am restandre-a Member Form TS 1 Peconic River, LLC 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 numose 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 Trgnn Rp]-u�Y-F R (Last name,first name,middle initial,unless you are applying to 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 this day of April 20 21 Signature Print Name E. Herrmann Form TS 1 1 Glenn Goldsmith,President S fFQ1/(ClG Town Hall Annex A.Nicholas Krupski,Vice President �� �� 54375 Route 25 } John M.Bredemeyer III w P.O.Box 1179 Michael J.Domino v- ''J Southold,NY 11971 Greg Williams Oy,�o� pl�ry� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 3, 2021 En-Consultants 1319 North Sea Road Southampton, NY 11968 Re: Board of Trustees Application of Peconic River, LLC 450 Basin Road, Southold SCTM# 1000-81-1-18.1 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, June 16, 2021 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. V ry Truly Yours, pao� Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President0�S FfU(� Town Hall Annex A.Nicholas Krupski,Vice President Y�� coGy�k 54375 Route 25 John M.Bredemeyer IIIP.O.Box 1179 Irl Michael J.Domino �y,5,1 l. Southold,NY 119.71 Greg Williams ' �`a�rr Telephone(631)765-1892 == Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS WEDNESDAY, JUNE 16, 2021 5:OOPM & 5:30PM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday, June 16, 2021 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. r Written-comments may also be submitted via email to the Trustees Clerks at elizabethc@southoldtownny.gov and,diane.disalvo@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.southoldtownnV.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: 957 4891 8038 Password: 845569 • 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. NOTICE OF 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. -- OWNERM OF RECORD: PECONIC RIVER, LLC SUBJECT OF PUBLIC HEARING: For a Wetland Permit demolish existing two-story, 2,300 sf, FEMA- noncompliant, single-family dwelling with 460 sf attached deck and 761 sf detached garage; and construct at least +17 feet farther landward a new one to two-story, 3,200 sf, FEMA-compliant, single-family dwelling with 106 sf entry porch, 945 sf attached deck, 850 sf attached garage, 850 sf swimming pool (equipped with saltwater filtration system), 580 sf structurally detached deck, and 7' x 46' uncovered basement egress; install pool enclosure fencing with gates; remove existing nonconforming septic system located +/-42' from bulkhead, and install new I/A OWTS sanitary system outside Chapter 275 jurisdiction; install a drainage system of drywells to collect and recharge roof runoff and pool backwash; install new pervious gravel driveway and parking areas; remove specified trees located no closer than +/-69 feet from bulkhead; and establish and perpetually maintain a 27' to 39' wide, approximately 5,959 sf buffer area adjacent to bulkhead, including existing 4,259 sf naturally vegetated embankment and additional 10' wide, ±1,700 sf non-turf buffer to be established in place of existing lawn along top of bank. Located: 450 Basin Road, Southold. SCTM# 1000-81-1-18.1 TIME & DATE OF PUBLIC HEARING: Wednesday, June 16, 2021 — 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 Glenn Goldsmith, PresidentO �- 'p CO ,r Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 John M. Bredeme er III o "c Y y � P.O.Box 1179 Michael J.Domino any Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of PECONIC RIVER, LLC COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL AFTER POSTING REMAINS INPLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE I, Robert E. Her ma , residing at/dba En-Consultants 1319 North Sea Road, Southampton, NY 11968 being duly sworn, depose and say: That on the 8th day of June , 20 21 , I personally posted the property known as 450 Basin Road, Southold;,;SCIM #1000-81-1-18.1 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 a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday, June 16,2021. Dated: (signature Sworn to Yore me this 15-r4-day ofbQA�_20ji/ KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK N ary lic COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 20 NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: Peconic River LLC SCTM#1000-81-1-18.1 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 existing 2-story,2,300 sf,FEMA-noncompliant,single-family dwelling with 460 sf attached deck and 761 sf detached garage,and construct at least+17 feet farther landward a new 1 to 2-story,3,200 sf,FEMA-compliant,single-family dwelling with 106 sf entry porch,945 sf attached deck, 850 sf attached garage,850 sf swimming pool(equipped with saltwater filtration system),580 sf structurally detached deck,and 7'x 46'uncovered basement egress;remove existing nonconforming septic system located+/-42' from bulkhead,and install new UA OWTS sanitary system outside Chapter 275 jurisdiction; install a drainage system of drywells to collect and recharge roof runoff and pool backwash;install new pervious gravel driveway and parking areas;remove specified trees located no closer than+/-69 feet from bulkhead; and'establish a 27'to 39'wide,approximately 5,959 sf buffer area adjacent to bulkhead,including existing 4,259 sf naturally vegetated embankment and additional, 1,700 sf non-turf buffer to be established in place of existing lawn along top of bank,all as depicted on the site plan prepared by Kevin O'Sullivan&Assoc., LLC,dated April 22,2021. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 450 Basin Road,Southold 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, June 16, 2021 @ 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. Peconic River LLC c/o Adam Prestandrea,Member PROPERTY OWNERS NAME: 90 Lafayette Avenue MAILING ADDRESS: Sea Cliff,NY 11579 PHONE #: 212-993-7032 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. 41 Glenn Goldsmith,President ,y�� O Town Hall Annex A.Nicholas Krupski, Vice President :.A.y.u 54375 Route 25 John M.Bredemeyer III CIO P.O. Box 1179 Michael J.Domino D,y �� Southold,NY 119.71 Greg Williams ��yr Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS WEDNESDAY, JUNE 16, 2021 5:OOPM & 5:30PM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday,-June 16, 2021 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 elizabethc@southoldtownny.gov and diane.disalvo@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: 957 4891 8038 Password: 845569 • 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.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. 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. PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address, SCTM#1000-81-1-16.7 580 Basin Road Mary S.Zupa Southold,NY 11971 SCTM#1000-81-1-19 280 Basin Road Joseph&Laura Mazza Southold,NY 11971 SCTM#1000-81-3-29 4380 Paradise Point Road Paradise Point Association Southold,NY 11971 SCTM#1000-81-1-13.1 c/o Kevin&Doreen Barr AR AN BHA LLC 200 Basin Road Southold,NY 11971 i 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 7th day of June 520 21 , 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 r Office at Southampton , that said Notices were ailed to each of said persons by (certified)(vegkkxx xc mail. Robert E.He Coastal Managment Specialist i Sworn` to before me this 9th UM H , STEPHEN S day of June )2021 N 0 1 A R Y PUBLIC STATE OF NEW YORK t�MMISSION N0 . 5015931 JN SUFFOLK COUNTY Notary lic t*VI �$ MUST 2 . 16 1 - - U.S. Postal SeTM rvice"m4 jU.S. Postal Service _ CERTIFIED I D ■ ■ ■ , I O ■ ■ De • p Domestic Maili • nly p m C3 Certified Mailese E A L e e �• L==ei $ o U p Cerbfied Mail Fee �y \ O o Extra turn Receipt &Fees(checkbo>S add lea es appropriate) _7�f M Extra Services&Fees chec,rbox,add fee es ❑ Return Receipt(harcicoPY) $ (/ .� ( aPproPri�) /I/ Op ❑Return Receipt(electronic) $ G//( ❑Return Receipt(hardcopy) $--a9 �> E-3 ❑Certdled Mall Restricted Delivery $ 3 Yp� ❑Return Receipt(electronic) $ i Here ❑Caddied Mall Restricted Delivery $ Pt toark C3 ❑AduftSignature Required $ tf3 C3 []Adult Signature Re $ E]Adult Signature Restricted Delivery$ p p Postage El Signature Restdcted Delivery$ CO --T- �* t` p Postage 'SPS ru $ ------ --- $ ep Tob ru rLl Total is nJ $ ARAN BHA LLC r-4 se, Er sent Joseph&Laura Mazza C3 sirE c/o Kevin&Doreen Barr ------------- 'q 280 Basin Road 200 Basin Road N s`fee' -- Southold, 119 cq Southold, NY 11971TM NY 71 �_____ ■ , 1 Postal Service CERTIFIED MAIL@ RECEIPT PT -CERTIFIED MAIL@,'RECEI mestic Mail Only ru p . e -e C3 e e a e r_j C3 Certified Mail Fee p Certified Mall Fee ra $ , 0 ,-� $ rU Extra Services&FeeS(checkbory add fee as approprie) ✓&41 ru Extra Services&Fees(chackbox,add fee as appropriate) `'r - '9 ❑ Return Receipt(h copy) $ ",Y ❑Return Receipt(hardcopy) $ O ❑Retum Receipt(electronic) $ 6 �p Z ru ❑Return Receipt(electronic) $ � 0 ❑Certified Mail Restricted Delivery $ "� p CC POstmadn E3 p ❑Certdied Mall Restricted Delivery $ % Here O' p ❑Adult Signature Required $ , []Adult Signature Required $ G �! []Adult Signature Restricted Delivery$ 68, []Adult Signature Restricted Delivery p Postage ASPS p Postage ru ru Post fM Total F -- — — — —--- - Q- sentro Mary S: Zupa , ! p"' Sent? - ,a ,q Paradise Point Association C3 streeraod 580 Basin Road o sveei !---------- r` 4380 Paradise Point Road ciy sre7e Southold,NY 11971 - cty;s Southold,NY 11971MW - - :�o - --- \ � f � j L ' I 1 j ■ Complete Items 1,2,and 3. A. Signa re ■ Print your name and address on the reverse so that we can return the card to you. X ��� gent i Addressee j ■ Attach this card to the back of the mallpiece, B. eive by(Printed Nam C. Date of Delivery 1 or on the front if space permits. 1 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes r j If YES,enter delivery address below: ❑No + U y ; 2 r_a a I j C c U m ® N op N lJ O1Q o � ° a ¢ ' EEm ¢ ❑ m }Z = :9 G c cm E 1 i0 ❑0 c1•o'O -a". 2 U U•1•pp Z C_0Z'�c9d`7�V Joseph&Laura Mazza "°'E= E3 �mU°2t;0)rno,0 N ;: o a`¢¢c�io:27nv9¢ E 280 Basin Road 3. Service Type E.a 000 ❑ ❑❑ Southold, NY 11971 ❑Adult signature ❑Priority Mail Express@ Q� o N Z o ❑Adult SI nature Restricted Dative ❑Registered MaiITM ' ry g Delivery ❑Re.istered Mad Restricted v ertifis Malls Delivery Z m ro ❑Certified Mail Restricted Delivery ❑Retum Receipt for a _CC o m d _ ❑Collect on Delivery Merchandise ;? ar ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmatlonTM p N 7 019 2280 0 0 0 2 212 4 1030 1 ❑Signature Confirmation T _Q) -i; V 2 N .� Restricted Delivery Restricted Delive'iy PS Form 3811,July 2015 PSN 7530-02-000-9053 ani o.2 2®¢ -,Domestic Retur&Receipt '- H'a-•e N m O c 'O __ ____ ______ • 00 ir Num}.. TO,,rC i d X I'd D co¢¢ UUC 9 ® ® • • • s 6130 ❑❑G frI -_ ru co ® Complete items 1,2,and 3. A. Signature C3 ■ Print your name and address on the reverse O Agent � o so that we can return the card to you. ❑Addressee � g �- ■ Attach this card to the back of the mailpiece, B. Received by Tinted me C. Date of Delivery m o .� c or on the front if space permits. m N 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes o— }y CZ c If YES,enter delivery address below: ❑No - o ., ru e7 m �+ i ° .0 MCL ° ori i C3 ai .. cc -. a Lo r N y,,, O ff"+ 7 CD N Mary S. Zupa I E E �° tau 580 Basin Road - r y.° g 3. Service Type ❑Priority Mad Express@ 1 w = 3 d v a 6 ' r Southold,NY 11971 ❑Adult Signature ❑Registered MailTM a a ¢ o 00 ❑ ult Signature Restricted Delivery ❑Registered Mail Restricted + c o c 2 oo O M Certified Mail@ Delivery o ;g o 2 a ❑Certified Mail Restricted Delivery ❑Return Receipt for U a y Q O Q CIO �E o I ❑Collect on Delivery Merchandise u- `T ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmationTM ■ ® * tq 7 019 2280 —"tail ❑Signature Confirmation s a 0 0 0 2 210 4 10 4 7 la I Restricted Delivery Restricted Delivery i PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt .4 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 Trustee's Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 81 - 1 _ 18.1 \ PROJECT NAME Pecomc Diver,LLC 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) El (c) Permit, approval, license, certification: Nature and extent of action: Demolish existing 2-story',2,300 sf,FEMA-noncompliant,single-family,dwelling with 460 sf attached deck and 761 sf detached garage, and construct at least+17 feet farther landward a new 1 to 2-story,3,200 sf,FEMA-compliant,single-family dwelling with 106 sf entry porch,945 sf attached deck, 850 sf attached garage,850 sf swimming pool(equipped with saltwater filtration system),580 sf structurally detached deck,and Tx 46'uncovered basement egress;remove existing nonconforming septic system located+/-42'from bulkhead,and install new l/A OWTS sanitary system outside Chapter 275 jurisdiction;install a drainage system of dry-wells to collect and recharge roof runoff,and pool backwash;install new pervious gravel driveway and parking areas;remove specified trees located no closer than+/-69 feet from bulkhead;and establish a 27'to 39'wide,approximately 5,959 sf buffer area adjacent to bulkhead,including existing 4,259 sf naturally vegetated embankment and additional, 12700 sf non-turf buffer to be established in place of existing lawn along top of bank,all as depicted on the site plan prepared by Kevm O'Sullivan&Assoc.,LLC,dated April 22,2021. I j' f i I Location of action:450�Basin Road, Southold(formerly 450&520) Site acreage: r 32,665 sf i Present land use: Residential,single family dwelling i Present zoning classification: R-80 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:Peconic River LLC (b) Mailing address: c/o Adam Prestandrea,Member 90 Lafaette Avenue, Sea Cliff,NY 1579 (c) Telephone number: Area Code 212-993-7032 (d) Application number, if any: - Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes' No VN If(yes', which state or federal agency? / 1 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 l Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure,,makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ® Not Applicable 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., . J 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 See attached addendum. 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 he Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ®Yes ❑ No ❑ Not Applicable I � STATEMENT OF EFFECT AND LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR ' PECONIC RIVER LLC 450 BASIN ROAD , SOUTHOLD, NY ,1 The proposed project, which seeks to replace an existing, FEMA-nonconforming dwelling and detached garage with a new, modernized, energy-efficient, FEMA-compliant dwelling I with attached garage, decks, and swimming pool, will have a net beneficial impact on the ,surrounding shoreline and tidal wetland ecosystem as a result of the below described design elements and additionally incorporated environmental mitigation measures. n 7 A) Project Design 1) The project design would result in the new dwelling being situated approximately 75 feet from Southold Bay and thus at least 16 feet farther from wetlands than the existing dwelling to be removed; and would result in an overall increase in the minimum structural setback from wetlands of approximately- 12 feet (from 54 feet to the existing dwelling steps to 66 feet to the proposed structurally detached waterside deck). 2) Due to the landward relocation of the dwelling described above, the project design would result in the removal and replacement of a FEMA-nonconforming dwelling located in a VE flood zone With a new dwelling located entirely within an X flood zone. Only the proposed detached waterside deck, which will be structurally detached from the primary dwelling and constructed on wood posts, .will be located within the VE flood zone. 3) Due to the landward relocation of the dwelling described above, the project design would result in the removal and replacement of a dwelling that currently projects'seaward of the'plane drawn between the seaward corners, of the two adjacent dwellings with a new dwelling positioned landward of that plane, thus compliant with Section 275-11(A)(3). 4)' The proposed swimming pool would be located approximately 79 feet from, wetlands, well exceeding the minimum 50' wetland setback for pools set forth in Section 275-3(D)(1)(a)(5). B) Additional Mitigation 1) The existing nonconforming septic system, which is located only approximately 42'feet from the surface waters of Southold Bay, will be removed and replaced with a low-nitrogen, innovative/alternative sanitary system (UA OWTS) located at least 134 feet from surface waters and well outside Chapter 275 jurisdiction. 1 Page I Unlike conventional septic systems, the I/A OWTS is designed to significantly reduce nitrogen loading into the groundwater table. 2) A 27' to 39' wide, approximately 5,959 sf buffer area would be permanently 'maintained adjacent to the existing bulkhead fronting Southold Bay, including the existing, approximately 4,259 sf naturally vegetated embankment and an additional 1,700 sf non-turf buffer area to be established in place of existing lawn within 10 feet of the top of bank. 3) A drainage` system consisting of leaders, gutters, and drywells would be installed to collect and recharge roof runoff. 4) The proposed swimming pool w6ula be equipped, with a saltwater filtration system, thus avoiding use of a traditional, high-chlorination treatment system; and a drywell,dedicated to the capture ofpool backwash. 5) The proposed driveway and parking area would be composed of pervious gravel. 6) A project limiting fence would be installed to contain site disturbance and potential surface runoff during construction. These project design and mitigation measures, which together would result in increased separation between wetlands and site development; potentially reduced runoff and improved runoff quality; and potentially improved groundwater and surface water'quality, will thus further the goals of Chapter 275 and LWRP Policies 4, 5, and 6, including minimizing risk of flood and`erosion damage; protecting and improving water quality; and protecting the quality and function of the surrounding Southold Bay shoreline and tidal i wetland ecosystem.- f v 21Page 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 i PUBLIC COAST POLICIES 4 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 Y r i Attach additional sheets if necessary WORKING COAST POLICIES - Policy` 10. Protect Southolu-b water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies;,-Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary � 1 , 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 J i ,Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable r PREPARED BY TITLE Coastal Management Specialist DATEApril 28,2021 Robert E. RaTlen Amended on 8/1/05 l a � r EN-CONSULTANTS April 28, 2021 ; iG � G flu ' D Town of Southold APR Board of Trustees 3 0 2021 54375 Main Road Post Office Box 1179 Sou„sold Town Southold,New York 11971 Board 4 Trustees Re: Peconic River LLC 450 Basin Road, Southold SCTM#1000-81-1-18.1 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) Short Environmental Assessment Form; c) LWRP Consistency Assessment Form. 2. Operating Agreement for Peconic River LLC. 3. Photographs. 4. Four(4) copies of site plan prepared by Kevin O'Sullivan&Assoc.,LLC, dated April 22,2021. 5. Four(4) surveys prepared by Kenneth M Woychuk Land Surveying,PLLC, last dated December 11,2019. 6. Application fee of$250.00. I trust this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Sincer ly, Robert E. nm-mann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 f 631.283.6136 www.enconsultants com environmental consulting