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HomeMy WebLinkAboutTR-9894 4- _V1 N, rck k [.moo r oo* BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK M um Taa PERMIT NO. 9894 DATE: MAY 19,2021 ISSUED TO: MILDRED PASCUCCI K iV PROPERTY ADDRESS: 305 NARROW RIVER ROAD, ORIENT SCTM# 1000-26-3-11 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in i Z. accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 19, 20,21 and in li q consideration of application fee in the sum of$250.00 paid by Mildred Pascucci and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the i following: Wetland Permit to construct a proposed two-story,single-family dwelling with the first floor area to include 518 sq.ft. of living space, a 1,445sq.ft. deck,a 70sq.ft. ramp,and 148sq.ft. of stairway;second za floor to include 1,741sq.ft. of living space,a 345sq.ft. deck, 112sq.ft.of stairway,and 625sq.ft. landing; install sanitary system along the easterly portion of the lot; install 151 linear feet of retaining wall; place tom rs an approximate 370 cubic yards of clean sand surrounding the proposed IA/OWTS septic system; install r) 6 landscape the 4 a well; install a 30'x15' French drain 2 feet deep and construct a 560sq.ft.gravel driveway; an _, Pro erty consisting of 2,600sq.ft. surrounding the house to be planted with red fescue,6,600sq.ft.planted with Cape American beach grass; install three groupings of Atlantic Red Cedar and supplement plantings adjacent to the septic system with Groundsel Bush installed 6 feet on center and within the bounds of the property; and as depicted on the site plan prepared Suffolk Environmental Consulting, Inc.,last dated April 2,2019; and stamped approved on May 19,2021; and the site plan prepared by Joseph Fischetti,P.E.,dated February 10,2020; and stamped approved on May 19,2021. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the 19th day of May,2021. t Greg Williams Abstained .A ............... 'fk! .......... 1 Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Friday,January 12, 2024 9:16 AM To: 'Patricia C. Moore'; DiSalvo, Diane \ Cc: Betsy Perkins; Kylee DeFrese; Ben Hansen;Christine Hansen; gt@teresiconstruction.com Subject: RE: Hansen Property 305 Narrow River Road, Orient Good morning, The Board of Trustees reviewed your email request during last night's work session and determined that no work can be permitted to continue until a new Wetland Permit has been issued. EUza be& t.ae twft Administrative Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.gov From: Patricia C. Moore<pcmoore@mooreattys.com> Sent:Wednesday,January 10, 2024 10:26 AM To:Cantrell, Elizabeth<elizabethc@town.southold.ny.us>; DiSalvo, Diane<diane.disalvo@town.southold.ny.us> Cc: Betsy Perkins<Betsy@mooreattys.com>; Kylee DeFrese<kylee@mooreattys.com>; Ben Hansen <ben@brharchitect.com>; Christine Hansen<chansen1226@gmail.com>;gt@teresiconstruction.com Subject: Hansen Property 305 Narrow River Road, Orient Good Morning: My clients; the Hansons, contacted me yesterday that their Trustees permit expired during construction and substantial construction has commenced. (See photographs attached). My understanding is that the Trustees issued a "stop work order". I have prepared the wetland application and will file it as soon as I receive the original authorizations (this week). I I received the follow information from the Client and Contractor: We have serious concerns about stopping work and waiting Ifor the trustees permit renewal which will take at minimum a month. The structure is not yet waterproof, and stopping work at this time will expose us to potential serious damage to existing materials and will compromise the existing structure. We have exposed cdx plywood sheathing, which has already started to weather and also at risk of delaminating from continuous exposure to rain. The installation of the patio doors to seal up the interior and the vapor barrier were scheduled to be installed this week when the stop work order was issued yesterday afternoon. Another concern is our windows and doors which are already installed. i We cannot allow the interior frames of the windows and doors to get wet every time it rains. The recent wind and rain storm caused moisture to the interior frames and continuous exposure will further damage the windows and framing. We respectfully request that the owner be permitted to continue their work and allow the contractor to create a p Y q waterproof shell with the understanding that a wetland application will be filed. To weatherproof the house the contractor would install the door to seal the interior and wrap the house with vapor barrier and comfort board insulation and install the exterior wood siding to protect both the plywood sheathing and the millwork from the wind and rain. i The wetland permit application is prepared, as soon as I receive the original authorization it will be filed. The application will be identical to what was previously reviewed and approved. The Trustees issued the permit with all the environmental protections which are this Boar&,,s standard conditions. Please note the expired permit included pile foundation, no grass (no turf)with only)native plantings and an IA sanitary system. I am attaching a copy of the original permit file for your convenience. i trustees file.pd Please advise as soon as possible. This is obviously time sensitive. I Pat Patricia C. Moore, Esq. - PLEASE BE SURE TO COPY M Y ASSISTANTS betsv(a mooreattvs.com,and kylee(a)mooreattys.com --------------------------- Mailing & Physical Address: Moore Law Offices 51020 Main Road William D. Moore, Esq. Southold NY 11971 631.765.4663 Fax Number: Patricia C. Moore, Esq. 631.765.4643 631.765.4330 www.mooreattys.com ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 I i M � 7 y�r1YC. WAIN UM .elm, ft am I fl fl B I df B i @ � • c J 8 � I I I � r , ' i 1-1 I � � r I l i I , t I ' I I I 1 i y z` I, i - I E P l r i� DiSalvo, Diane From: DiSalvo, Diane Sent: Tuesday,January 9, 2024 9:19 AM To: 'Ben Hansen' Subject: 305 Narrow River Road Attachments: 305 Narrow River Road.pdf Mr. Hansen: The Wetland Permit#9894 which was transferred into you and your wife's name on September 15, 2021 has expired. See attached Terms and Conditions#2. As such you would need to cease all work at the above-mentioned premises. You will need to re-apply for a Wetland Permit with this office as soon as possible. Should you have any questions, please do not hesitate to contact this office. pCav�,e D%5a�vo of Tice�ssista�rt,t SouthoLG Towv�,Trustees SoutLlo�ol, NY :L?972 (ro31� �65-15��2 1 DiSalvo, Diane From: Gillooly, Liz Sent: Wednesday,July 20, 2022 10:53 AM To• DiSalvo, Diane; Cantrell, Elizabeth Cc• Krupski, Nick; Goldsmith, Glenn; Peeples, Elizabeth; Sepenoski, Eric Subject: 305 Narrow River Rd. For the File Attachments: IMG_1800 jpg; IMG_1794 jpg; 67995984631_24C21AFA-AFFA-434C-B7A8- FA627C07CO26jpeg Hi all, I am copying the Trustees, so you're aware. This is the end'of Narrow River Road in Orient.They already have a permit, but the neighbors continually send me images of the entire property flooded. Jeanne Markel asked me to put this in the file in case they return for any amendments or to renew their permit. Trustee Sepenoski also shared recent images. Best, Liz Gillooly i I i a " a , 0 2 4j" �»�,• „fir, �� .�. , 's ��a,�� � Pk �: y��" ..b'♦K"T� � •�,..Y 4� .�;•1.��, ivy t *� ����.v'�aT �Sv d. h. a T 77,17 Nor Walk 1-4 :. t; •.,� C1i4� wr qdMIpv �aat�a, �':• y ,�'-�7.?��w�„�,! �,.:; ��>�f � �y7 u,,,*vg��4 �1�1M+ "�``,•-'1�1i �r3; '`� '���v �%` ti� a '',,fh+�a ¢ „ < ^ 'S`#v �' b �< vle A $q W a = : $aA4 rK p,• t . ' a y #` NIRROW RIYER RO ' �t..fir• �'' •� ,s. �� I, 'JAI AI kY� �M .�` �F' - °'SG •wry-h '` � 1 y�t Y �•� �.?-t � ss.� `�dti'�.I �` i � � X y, .sue k_ � s .I,J• ,, .. t+Wrr I r _ _ l -f Glenn Goldsmith,President ��OF SO(/j�,o Town Hall Annex A. Nicholas Krupski,Vice President 54375 Route 25 P.O.Box 1 John M. Bredemeyer III Southold,New York,k.11971 Michael J.Domino G Q Telephone(631) 765-1892 Greg Williams �O �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTH'OLD September 15, 2021 . . . Ben & Christine Hansen 515 Canal Street Ground Floor New York, NY 10013 RE: 305.NARROW RIVER ROAD, ORIENT SCTM# 1000-26-3-11 I Dear Mr. and Mrs. Hansen: The following action was taken at the Southold Town Board of Trustees regular meeting held on Wednesday, September 1.5, 2021: RESOLVED, that the Southold Town Board of Trustees APPROVE the.request.for a Transfer of Wetland Permit#9894 as issued on May 19, 2021.from Mildred Pascucci to Ben & Christine Hansen. I . Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please contact our,loffice at (631) 765-1892. Sincerely, Xnh ds ith, President Board of Trustees GG/dd September 15, 2021 Ben & Christine Hansen 515 Canal Street Ground Floor New York, NY 10013 RE: 305 NARROW RIVER ROAD, ORIENT SCTM# 1000-26-3-11 Dear Mr. and Mrs. Hansen: The following action was taken at the Southold Town Board of Trustees regular meeting held on Wednesday, September 15, 2021: RESOLVED, that the Southold Town Board of Trustees APPROVE the request for a Transfer of Wetland Permit #9894 as issued on May 19, 2021 from Mildred Pascucci to Ben & Christine Hansen. Any other activity within 100’ of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please contact our office at (631) 765-1892. Sincerely, Glenn Goldsmith, President Board of Trustees GG/dd I Glenn Goldsr. _' President o�OS�FFO(�- Town Hall Annex A. Nicholas r�fupski, Vice-President 54375 Route 25 John M. Bredemeyer, III y z P.O. Box 1179 Michael J. Domino o '*� Southold, NY 11971 Greg Williams ® 0!� Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD _I Date/Time: �-3 • �o Completed in field by: �. ,P 1 Cje'2v O'f BEN & CHRISTINE HANSEN request a Transfer of Wetland Permit #9894 as issued on May 19, 2021 from Mildred Pascucci to Ben & Christine Hansen. Located: 305 Narrow River Road, Orient. SCTM#: 1000-26-3-11 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 / Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Surveys 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside 7w/consultant/application completeness/comments/standards: ��G�: .(,,b� f�d-cj O�� �/l.cg'yyl 7'✓�A��4b��¢v�'!Yl ,��a�r; �, I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: _L.J. Bredemeyer M. Domino G. Goldsmith N. Krupski G. Williams Other BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS(INDIVIDUAL OR CORPORATION) STANDARD NYBTU FORM 8007 CAUTION-THIS AGREEMENT SHOULD BE PREPARED BY AN ATTORNEY AND REVIEWED BY ATTORNEYS FOR SELLER AND PURCHASER BEFORE SIGNING THIS INDENTURE,made the 17th day of June, 2021 between MILDRED PASCUCCI,as surviving joint tenant of Perry Pascucci,residing at 429 Highfield Loop, Myrtle Beach,SC 29579 party of the first part,and BEN HANSEN AND CHRISTINE HANSEN,residing at 420 State Street,Brooklyn New York 11217 party of the second part, WITNESSETH,that the party of the first part,in consideration of Ten Dollars and other valuable consideration,paid by the party of the second part,does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate,lying and being in the SEE SCHEDULE A ATTACHED(DESCRIPTION OF PREMISES) BEING AND INTENDED TO BE the same premises conveyed to the Grantor by deed made by Robert Sorenson dated January 24,1981 recorded on March 17,1981 in Liber 8974 cp 467. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises, TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part,covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. INPRESENCE OF.• ' MILDRED PASCUCCI ' NYSBA Residential Real Estate Forms on HotDocs'(9/00) Copyright Capsoft'Development -1- State of South Carolina ) )ss: County of f/orr Y ) On this V7 day of 5kw1- 2021,before me,the undersigned,personally appeared MILDRED PASCUCCI,personally known to me or proved to me on the basis of satisfactory evidence to the be individuals whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their capacities,and that by their signatures on the instrument,the individuals, or the person upon behalf of which the individuals acted,executed the instrument,in the city of AS nwe A . N ary Pull•c y ga r107q,9c„ �. UBLIC Qc SOU71H tC P. ��O�� NYSBA Residential Real Estate Forms on HotDocs'(9100) Copyright Capsoft'Development -2- M4 K rfln�¢ ry .'' B __,N H A N S E N A R C H I C 'T �c ya` j ,'r••mr:"`' 515 CANAL STREET GROUND FLOOR NYC, NY 10013 nils 212 219 9150 PHONED (� � pp •— _s f� V2021 212 219 9151 FAX �p rr Southold Town Board or'Trustees T R A N S M I T T ' A L PROJECT 305 Narrow River Road #1000-26-3-11 DATE August 3, 2021 TO Board of Southold Town Trustees PO Box 1 179 Southold, NY 11971 RE Trustees' Permit 9894 (attached) INCL $50 Check and copy of permit and deed Dear Diane- Enclosed please find the Trustees permit issued to Mildred Pascucci that we want transferred to our names -Ben and Christine Hansen as we are the new owners of the property (see deed) We give the Board of Trustees permission to access the property to inspect as needed. Sincerely, ' = `_ en Hansen Cantrell, Elizabeth From: Bruce Anderson <bruce@suffolkenvironmental.com> Sent: Thursday, June 17, 2021 3:44 PM To: Cantrell, Elizabeth Subject: Pascucci - 305 Narrow River Road Attachments: DOC_20210617154103.pdf Elizabeth Please let the Trustees know that paths will be cut to allow geotechnical investigation of the site. See attached. Bruce ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. N� " r JUN 1 7 7.021 f 1 Suffolk Environmental Consulting, Inc. Newman Village • Suite E 2310 Main Street PO Box 2003 • Bridgehampton NY 11932-2003 t 631.537.5160 • f 631.537.5291 Bruce Anderson,M.S.,President June 17 2021 mm ti rn a Board of Trustees Town of Southold P.O. Box 1179 jtI 1 7 202.1 Southold,NY . 11971 , RE: PASCUCCI Property Situate: 305 Narrow River Road Orient SCTM#: 1000 -026-03 -11 Dear Members of the Board, As you know,a wetland permit was granted to the property owner referenced above authorizing the construction of a single-family dwelling and related residential appurtenances.This is to inform you that the property owner referenced above intends to clear paths into the center of the property in order to perform geotechnical analysis pertaining to the structural design of the permitted pile foundation. Please place this communique into the record so that in the event you received complaints from neighboring property owners, you will know how to appropriately respond. Yours truly, Bruce A. Anderson Glenn Goldsmith, President q so yo Town Hall Annex A. Nicholas Krupski,Vice President Q �� 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III J�[ Southold,New York 11971 Michael J. Domino cn G • � Telephone(631) 765-1892 Greg Williams �'� Fax(631) 765-6641 COU 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 PRIG_ R TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE -Pre-construction,=hay-bale-line/silt--boom/silt curtain 1St day of construction constructed- X When project complete, call for compliance inspection, 's� % M 2� Nq rA I-_ Y6 fV' Ile, 1 M fa BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 9894 DATE: MAY 19,2021 ISSUED TO: MILDRED PASCUCCI �Al PROPERTY ADDRESS: 305 NARROW RIVER ROAD, ORIENT SAM SCTM# 1000-26-3-11 AUTHORIZATION -n Pursuant to therovisions of Chapter 275 of the Town Code of the Town of Southold and in "Me p accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 19, 2021, and in consideration of application fee in the sum of$250.00 paid by Mildred Pascucci and subject to the Terms and 14-1 Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the '17 4 following: = _xxw Wetland Permit to construct a proposed two-story,single-family dwelling with the first floor area to include 518 sq.ft. of living space, a 1,445sq.ft. deck, a 70sq.ft. ramp, and 148sq.ft. of stairway; second floor to include 1,741sq.ft.of living space,a 345sq.ft.deck, 112sq.ft. of stairway,and 625sq.ft. landing; install sanitary system along the easterly portion of the lot; install 151 linear feet of retaining wall; place an approximate 370 cubic yards of clean sand surrounding the proposed 1A/0WTS septic system; install a well; install a 30'x15' French drain 2 feet deep and construct a 560sq.ft.gravel driveway; landscape the property consisting of 2,600sq.ft. surrounding the house to be planted with red fescue,6,600sq.ft. planted f with Cape American beach grass; install three groupings of Atlantic Red Cedar and supplement ttahR plantings adjacent to the septic system with Groundsel Bush installed 6 feet on center and within the bounds of the property; and as depicted on the site plan prepared Suffolk Environmental Consulting, � Inc.,last dated April 2.2019; and stamped approved on May 19,2021; and the site plan prepared by Joseph Fischetti,P.E. dated February 10,2020; and stamped approved on May 19,2021. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these I P to be subscribed by a majority of the said Board as of the 19th day of May,202 1. ZIP% '�Ssaf F01 _C4 Greg WilliamsAbstained R A, —------- -—------ .............. ...... ....... 1 SLIM p ?7 F- t_q _A�7W"" Z TERMS AND CONDITIONS The Permittee Mildred Pascucci, residing at 305 Narrow River Road, Orient,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work L erein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President QF soar Town Hall Annex A. Nicholas Krupski,Vice President ��Vv yell 54375 Route 25 P.O.Box 11 John M. Bredemeyer III Southold, New York 11971 Michael J. Domino G Q Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 C4UNTY,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 25, 2021 Bruce A. Anderson Suffolk Environmental Consulting, Inc. P.O. Box 2003 Bridgehampton, NY 11932-2003 RE: MILDRED PASCUCCI 305 NARROW RIVER ROAD, ORIENT SCTM# 1000-26-3-11 Dear Mr. Anderson: The Board of Town'Trustees took the'following action during its regular meeting held on Wednesday, May 19, 2021 regarding the above matter: WHEREAS, Suffolk Environmental Consulting on behalf of MILDRED PASCUCCI 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 December 31, 2020, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policy 4.1 of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements; receipt of updated test hole and additional engineer's reports; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on March 18, 2021, April 14, 2021 and May 19, 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, 5 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees approve the application of MILDRED PASCUCCI to construct a proposed two-story, single-family dwelling with the first floor area to include 518 sq.ft. of living space, a 1,445sq.ft. deck, a 70sq.ft. ramp, and 148sq.ft. of stairway; second floor to include 1,741sq.ft. of living space, a 345sq.ft. deck, 112sq.ft. of stairway, and 625sq.ft. landing; install sanitary system along the easterly portion of the lot; install 151 linear feet of retaining wall; place an approximate 370 cubic yards of clean sand surrounding the proposed IA/OWTS septic system; install a well; install a 30'x15' French drain 2 feet deep and construct a 560sq.ft. gravel driveway; landscape the property consisting of 2,600sq.ft. surrounding the house to be planted with red fescue, 6,600sq.ft. planted with Cape American beach grass; install three groupings of Atlantic Red Cedar and supplement plantings adjacent to the septic system with Groundsel Bush installed 6 feet on center and within the bounds of the property; and as depicted on the site plan prepared Suffolk Environmental Consulting, Inc., last dated April 2, 2019; and stamped approved on May 19, 2021; and the site plan prepared by Joseph Fischetti, P.E., dated February 10, 2020; and stamped approved on May 19, 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 Very truly yours, Xennlds ith President, Board of Trustees GG/dd ��, I/A OWTS General Requirements t 8"t TOP WALL e\\ o�, o`� EL. 6.5' EX � o<i h� 1 1. The installer of I/A OWTS must hold a current Liquid Waste License pursuant to Chapter 563 Article VII (Septic Industry �� "'',. '\ tC& Businesses) and Endorsement J (Innovative and Alternative Treatment System installer) through the Suffolk County Department of ELEC. Cop ok Qo Labor, Licensing and Consumer Affairs, pursuant to Suffolk County Code § 563-79(11) (J). The Department of Labor, Licensing, and 5 REBAR PANEL �a �r�i� e'� Consumer Affairs maintains a list of licensed I A OWTS Maintenance Providers. N 4, , G / ® 18 O.C. 5`3 2. An executed Operation and Maintenance Contract between the Maintenance Provider and Property owner must be submitted to (horiz.) the Department 3. All installed I/A OWTS are required to have an initial 3-year warranty and operation/maintenance service contract. O 20 AMP BREAKER \�� 4. When an I/A OWTS requires a vent, the unit shall be vented to the roof of the residence being served. Vent pipes shall extend a EXTERIOR RATED � minimum of 6 inches above the roofline and the top of the vent shall have a minimum horizontal separation of 12 inches to the sloped 3" VARIES JUNC7iON BOX BELOW A X portion of the roof. In cases where it is not practical to vent the system to the residence roof, vent pipe may be piped to the exterior GRADE/N \\N I. side of the residence and terminate a minimum of 18 inches above grade. These vent pipes shall be located a minimum of 3 feet from 5 REBAR SPRINKLER BOX �Z ,`P any window or doorway and must terminate with a carbon filter device. All vent pipes must have a minimum diameter of 2 inches. z \\ _ ® 10" O.C. Q\ 5. Garbage grinders shall not be permitted when an I/A OWTS is utilized as means of sewage disposal. In addition, water softeners 0 (vert.) 2 AWG OF WIRE shall not discharge into an I/A OWTS. Y D/REXT BURIAL X moi. 6. Install I/A OWTS tanks according to manufacturer?s recommendations. All applicable recommendations provided by the Q GRADE VARIES ��\\' -96 �,9J manufacturer shall be implemented Lo IIII=1 I=1 =1 I=1 IEa111=11 I1=1 III= Q _ 6y 7. The I/A OWTS tank shall be installed at level in all directions (with a maximum tolerance in any direction of +/ one quarter inch) =I1 III-III 1111I�1111=11111=11TI1=11111=11111- PLC CONTROL PANED on a minimum 3-inch thick bed of properly leveled and compacted sand (free from rocks) or pea grave J N r 48" # 5 DOWEL O IIII IW P80 COMPRESSOR A/R PUMP 10" WITH HOOK Q,� 8. The top of the I/A OWTS tank shall not be located greater than 2.5 feet or less than one foot below final grade. >- Z NOTES �Q0 Electrical Requirements 4" KEY 1-CONCRETE TO BE 3000 PSI �i q ' ments W > Z 4' ELECTRIC RISER DIAGRAM APPROXIMATE W 2-STEEL TO BE CE KSI ;� LOCATION OF a. All wiring and equipment are to be installed b the electrical contractor in accordance with the > 3" 0 3-ENGINEER TO CERTIFY THE FINAL J �c5' 1. Control Panels SANITARY SYSTEM 9Y -J CONSTUCTION OF RETAINING WALL AS oO \� w b National Electric Code (NEC) and local codes. > W „ Q The control panel box must be placed outside on a suitable pedestal near the structure that it serves. REQUIRED BY HEALTH DEPT. 0 \ Alternative) the y (preferable a utility r n O 8 0 O \� \ � J y, panel box may be mounted on an outside wall of the structure v, 10 ENGINEER TO BE CALLED TO INSPECT THE �� �j rQ room, and nota living space). rn -4-- REINFORCING BEFORE PLACEMENT OF CONCRETE pG �6' �/y �O C. The control panel shall be placed at a comfortable height for access. C 48" d The panel shall meet National Electrical Manufacturers Association (NEMA) 4X specifications. -� S•-C 7 e. The conduit must have appropriate seals to prevent gases and moisture from reaching Cu \ 9J the control panel orjunction boxes. o ` # 5 REBAR ® 8" EACH WAY 1N FOOTING G1*' P, 'i A f• Each systeshall be equipped with a functioning warning system which will activate audible � t z QyFO�F �F�Oo and visual alarms hat can be readily seen and heard by the occupants of the building served. `"' ��I FOOTING TO BE ON 3000#/SF SOIL Q LO 02.Pumps, Blowers, Level Sensors, and Controls � W o m; O p��O a. The electrical junction box serving the pump motor and floats must be watertight and U) C 85.3located outside the I/AOWTS tank chamber, m b• The Department shall observe the pump system operate through a normal operating'cycle. c. Inspection for leakage of the force main fittings will be made during the pump test procedure. SEPTIC SYSTEM RETAINING WALL j�gJ APPROXIMATE d LOCATION OF SANITARY SYSTEM N .T. �c J . O , � 11yo ,�O � � ' of A� \�Cp' �b• �s100-1 General Notes Sgy�T/2/q O \ c,LO� S� p <1\ 1. LOT AREA: 12,505 S.F. OR 0.29 ACRES �0 CRY ysocgr ST A,Q 2. SCTM#1000-26-03-11 y, / rF % 0 O Op 6 �'c e ti o% Rr cq 0 N LoS /j� ti y Tj0 S O QP 3. BOUNDARY AND TOPOGRAPHIC INFORMATION FROM A SURVEY BY Nathan Corwin Surveys;r. LAST DATED 02/19/2016 & YOUNG & YOUNG S o g j �/ a S �3F�F oUSN o 6ti O� DATED 10/24/17. ELEVATiOi S REFERENCED TO THE NAVD 88 DATUM. F O I � o �� O 0� / G ^0 2 A �O� 4 OFLMATERIALS AND SOUTHOLD AND THE SUFFOLK F CONSTRUCTION COUNTY DEPARTMENT OFNFORM TO THE HEALTHSERVICESTASDARDS REQUI EDD SPECIFICATIONS OF THE TOWN CONCRETE S /� � � •s' A l � COLLAR 24» STOPPER END �O Q��� sy �J Soh x01 1 5. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. R PLUG ?84 ��� �* Ss" x8 G I P OCA THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE a Alk S 4S"l OZ���� vI�R OG CONFORMED ACCORDINGLY IN THE FIELD. �X �iG 6. A MINIMUM SEPARATION OF TEN (10 FEET HORIZONTAL AND EIGHTEEN INCHES VERTICAL IS TO BE MAINTAINED BETWEEN C/ h. ; N O s � WATER LINES, STORM DRAINAGE AND OR SANITARY LINES OR STRUCTURES. RISER & COVER "'° l ,C 7. iNE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. k A2 G , \ 8. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY, STATE AND FEDERAL FIBER JOINT ��� OILFI 28> 670, �' /� LAWS. CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OFF ALL UNSUITABLE MATERIALS OFF PACKING �� AY_ l /r/ 60% x�0 G ��M L/ SITE. DEBRIS SHALL NOT BE BURIED ON THE SITE. oO "%� T� 'l 2 2 c � J � 9. ALL PRECAST STRUCTURES SHALL BE APPROVED BY THE COUNTY AND COMPLY WITH THEIR REGULATIONS. O �A V 10• ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 28 DAY STRENGTH CONCRETE. UJ Cl SEWER PIPE k�: 4, 0 C� CL (TYPICAL) }' 140 0' ^� 11. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS �Fll 7 app 12. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE �. PVC PIPE 03034 60h, 10 /�. 8 �q 0/1 TRANSPORT OF SEDIMENT TO OFF SITE AREAS, PONDS, DRAINAGE INLETS. THE METHODS AND MATERIALS EMPLOYED IN >- BEND SDR 35 e//j,�9 J �0�2 j er ��3 a V6' ss CC \\ GOC THE INSTALLATION AND FOR EROSION AND SEDIMENTNTENANCE CONTROL. EROSION CONTROL MEASURES SHALL CONFORM TO THE NEW YORK GUIDELINES n/ z �R SiG� Zgs\ 8� �O 13. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95% MAXIMUM DENSITY AT THE OPTIMUM MOISTURE w TO SEPTIC �6 O�q�(RFTq, `- CONTENT AS DETERMINED BY STANDARD PROCTOR TEST. FROM DWELLING TANK �Fll �,4,F Atop o iz O O w (D _ zzF_ C.I. 600 PVC WYE HOUSE ADOPTOR P VC O rO�e//j/� TODD herb W � N APPROXIMATE O 9J `2 j 4ch LEGEND U Q � LOCATION OF � U) SANITARY SYSTEM 7 V♦■ L r O � 1 ®s (0 r (o� +150 0' � LL co V- M O eo//j� WE PROPOSED O '^ CLEAN OUT DETAIL_ O v/ III APPROXIMATE O 9J PROPOSED6 . 0-�- = PROPOSED GRADE W X LOCATION OF SANITARY SYSTEMLL N .T . S . SANITARY SYSTEM O O0. m 1.1. O 7 .0' = EXISTING GRADE W 0 AREA CALCULATIONS U) 18' O ROOF DECK SF = 1 ,540 0 ROOF PLANTING SF = 588 DECK SF = 362 SANITARY DESIGN O _ SC Q LE : ��1 °� � TOTALSF = 2,490 3 BEDROOM CD /� v Inve ' LOT AREA 12,505 SF LESS THAN 2,50.1 SF ALLOWED THEREFORE OK HYDRO-ACTION AN400-:440GPD NO SURFACE WATERS WITHIN 300 FEET (12,505 LOT X 20%) =2,501 SF /HM LC CONTROL TSOR PNET _ LEACHING: M PROVED BY 300 SF REQUIRED (5) GALLEYS 2.5' DEEP BO RD OF RUSTEES TEST HOLE DATA (2) EXPANSION GALLEYS 2.5' DEEPK-ulfl BY McDONALD GEOSCIENCE o ' B TO N OF SOUTHOLD . DA TE.' 03/11/15 '' ><�. DATEm ' :�•• ,j� � �. D nM1�� i �� EL=2.S 0.0' HOUSE CONCRETE COLLAR 6 WATER TIGHT FRAME & COVER A `v0. ` DARK F.F. EL. 10.5 W/ APPROVED LOCKING DEVICE BROWN STOPPER END PLUG CONCRETE COVER •.:..�, F 4 ,f_ LOAM BELOW GRADE DRAWN Y: JF / LH (OL) , EL=1.8 1.0 I.E. `""'� EL. 8.5' FINISHED GRADE EL. 7.0' B T-iT -TTI- - - - - ,- - - BROWN 6.6' �T-11111= - - - 1 -L - -I PITCH GRADE SILT 8'm in. , I I I 11 I I III 1111111 =Ti lI-III 1= - I- 5q SI L) 1, MIN' III�III 1, MIN' W/ HP80 COMPRESSOR REMOTE PLC CONTROL PANEL 4,. SDR PIPE 2 MAX 2 MAX EL=0.2 2.6 I.E. I.E., :.:.:.:.:.:.:::.:.::; FEB 10, 2020 CLEAN CUT 36•x 36'x 6• . ••• ...•: .. , WITH 6%6 10/10 VIRE WATER IN 1 4" PER FOOT MIN. PITCH FLOW 1/8" PER FOOT MIN. I.E., 1 :=: ;'. '.::' :'.:::= 2.5 { :: 2.5 BILL OF MATERIALS BROWN / 5.5 CONTROL PANEL & AIR PUMP ELEVATION ITEM PIN DESCRIPTION QTY: SILT MIN. 4 DIA. SANITARY PIPE LINE PVC WASTE LINE =1 MA-780053 AN400�245 NITROGEN REDUCTION COMPLETE I (ML) , SDR 35 SDR 35 IIII_ N.T.S. A 180052 TANK,PRE/PUMP400 I EL=1.2 4.0 ,=iSCALE: AS NOTED B 130002 KIT,SNG 2 TANK CONNECTING STANDARD I _ . [61 LEACHING GALLEYS , C 100110 ASSEMBLY,RE-CIRCULATION 245 COMPLETE , EL. 1$: 2'0 2.0' D AN400-P AN400 W/PLATFORM COMPLETE I WATER IN e -1.0, = III: (2 DEEP) E EC50-30-L-80-PLC OPS,EC50-30-L-80-PLC I BROWN I I 0 1 FINE PROPOSED GROUND WATER EL. 1.0 TO HYDRO-ACTCN -1111 IiLLI _ =YI111 HIGHEST EXPECTED SHEET COARSE AN-4401 A =11111-1i,u=lllL=llLl-u,Ll- -I GROUNDWATER HIGHEST RECORDED GROUNDWATER III=11111-1111101111=11111-11111-11111=11111=11111=1111'- r NO: SAND -1 I I=1 I-1 =1I - EL=10.2 AN 13.0' BACKFILL MATERIAL TO BE CLEAN SAND & GRAVEL SCTM #1000 - 26 - 03 - 11 AN400 243 NITROGEN REDUCTION SYSTEM COMPLETE �y HYDRO-ACTION AN400 DETAIL LEACHING GALLEY DETAIL � , ���+�� Ct i1Vd ��Od - O HA-Je0033 305 NARROW RIVER RD AN-400 =440 GPD SAN ITARY SEPTIC SYSTEM PROFILE ORIENT, NY N . T . S . x o T ` .\u vy.......... ........................................... ....... . ♦+ 'A.aG-"+`w'�* ' ..'k':� tl' w'fill O Groundsel Bushes ' - z NOTE: bushes to be planted 6,0'o/c within the boundaries of the subject property T+ N 0 APPROV EDBY ,SOAR® OF —1 R � � �, . �� �;� � � x�il�� .�� ; �.� USTEES � v+ y t . ,<<.; `.5':..;. 3 �. �. �.- ��.�' ' _ �,�,�,,� •�;�;:'rry.;'� Proposed �. � � cu z I TOWN OF SOUTHOL® -�rw ,.. �, , �ya_�yw. �::;.'.t,. .. _ a§tom'S � ,� - 53 ®ATE Q. co co .,- .SyFW=��' .N�^f' .�,'y` �y .M�','", ps •? `�� i«x`�Y. x� ��+,�, �- f`i(^'' .V�}[°'�s.•�`� 4--t,��C . '. w wx - ' ,s`a ... -`�1;1'a «'H'„e` F '.t ...'�:--.,`x .��; tn r x }}:,.:h„a J., 1�'■, GJ W Z „' -;. -- -- ■ O U r 1 Q .' EN a.*P^ k l oaR,_#y”`..a''°I'' ? 'r,'t�{"' ,JzL�a�.% .•3. y,Ll-+ _ ''a!�;',"-i��fs�.' *:.i ' - •I Ti• 6 . Nf, c r 4�X ', d� :c-55� ~�" +�3 ,.-. .,:�^ .'v�, `•'1,.t,Y"� ,if .;tom=� `�" :yM?'.','`f'. Fr .-. '-wtC '� i•k 2` s �.-?3,^.v r z 5' k%. Ya, �����#�- ��=;r,,.; a�'� t�r� - P�,�+r., r i,y � ,�. ��,"�;>'+� •�` '�. �,j: "�; �r •z :�'- `.`��+-' ^i' ,:;-r i��{'�s�;:�..`-"; `�f��--�;' `N ■x C!1 O � cc ' ,,� .$ a" "S`�F a�. "3°:a,ru���" ,' j "'" x.� _,�.'t +c'w�`: Z£,,' �� _ .',h.:.. � �'c"a:` '''` s� ` `a,`.s• a W O ?. ��F �r ^�`" ,� � �S,...-"�-�`STx�,�'`�=x �u. ,t „y��* .., 4.3',� .�-'^�,.r�..a_";•.-:� /,'h c ,t �M� a �I l. ;r..~,�.�"j 1-.... i,,::•i^w';raY'�;}•;.,f sr w������?°'� "� ,A�SSt �"r°��,��f '�i��3-`F�> �''�k.,°+:het_ ^�'�" '�.��••• Y'�I 'a ���,r.�'2' y;:- S—. �/ • Re�wlL��1„;z�:f� � fie, �` � 7�� �/e� � v owV z ~ $k r'�.. ✓ �.,s��"�"�or`h" y W", Ln, O 19 .r�NIMA IN, Olt f C E 0 v N k ,*. �► DEC 3 f2pQbd �A� O "d 14. ATLANTIC o Southold n RED CEDAR ,_d of TrL S teeS L N o �C� O (Plantings) El 1 , J EXISTING Groundsel Bushes NOTE: Vegetation to be maintained, within the road Right- a MAP NOTE: Prohibition of Sod for Entire Property 00May, and supplemented where needed(@ 6.0'o/c) A cn A U within bounds of property only. PLANTING SPECIFICATIONS : 7eq7; Applicant proposes to implement this proposed planting plan in order to establish new, and maintain existing, native vegetation thereon, 0 all following completion of improving subject property with a Single-Family Dwelling, Driveway, Sanitary System and Retaining Wall. Specifications are as follows: N • AREA of NATIVE FESCUE: The immediate area (2, 600 square feet ±) surrounding the Proposed Dwelling & Driveway, is to be established with Red Fescue (Festuca rubra) and maintained at a certain height' via regular mowing. No fertilization is permitted within . .,,..,, . this area. Recommended establishment procedure by the United States Department of Agriculture is via broadcast spreader at a;rate of 4 pounds Pure Live Seed (PLS) per acre. o ct� .� a: Z 0 AREA OF BEACH GRASS: The majority of the remaining area of the property (6, 600 square feet) outside the footprints of the z �! 1d Z - : improvements is to be established with Cape American Beach Grass (Ammophila breviligulata). Recommended establishment procedure byG�..� 00 cn Y . - � the United States Department of Agriculture is via hand planting, creating 8 deep holes (minimally) @ 12 o/c (staggered) and ;inserting p two (2) to three (3) culms per hole. ` ; ', z, aO . Additionally-within this area, groupings of Atlantic Red Cedars -Uuniperus virginiana) are to be established in three (3) or more locations ;; p .0 o (not to be-planted over the proposed Sanitary System), at 5.0' o/c ± @ 5.0' —6.0' iri height ±. _`t ° -;�4 • AREA OF EXISTING GROUNDSEL BUSHES: The area along the outward face of the proposed Retaining Wall contains existing Groundsel Bush (Baccharis halimifolia), which are to be maintained, within the road Right-Of-Way. Where needed within this area, supplementary plantings of Groundsel Bush will be installed-(@ 6.0' o/c), but within the bounds of the property. z- Please note that the majority of an area of existing area of vegetation along the northeasterly section of the property is to be maintained. U U Also, please note that sod is prohibited for the entirety of the subject property. M � �n*' $v3" 4��4: r.��;c"^•`;x`-"-�i'.�. � 'rte'� ,,x ,s < r, y � Cn L .1 O 41 61 c b L �iR R7 ` -f,•;,7, =.:: ar. z L O �+ DEC 31 20 Beach Grass _ E Red fescue Atlantic Red Cedar Groundsel Bush (Festuca rubra) (Ammophila breviligulata) Uuniperus virginiana) (Baccharis halimifolia) Sou thol n - - Board of TrILtees L u oFF0l/( Glenn Goldsmith, President �� Town Hall Annex A Nicholas Krupski, Vice-President CO 54375 Route 25 John M. Bredemeyer, III o I P.O. Box 1179 Michael J. Domino Southold, NY 11971 Greg Williams of �a Telephone (631) 765-1892 - - - - - - Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: MILDRED PASCUCCI c/o SUFFOLK ENVIRONMENTAL Please be advised that your application dated December 31, 2020 has been reviewed by this Board at the regular meeting of May 19, 2021 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1St Day of Construction ($50.00) %Constructed ($50.00) x Final Inspection Fee ($50.00) - Dock Fees ($3.00 per sq. ft.) The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ 50.00 BY: Glenn Goldsmith, President Board of Trustees Suffolk Environmental Consulting, Inc. Newman Village ® Suite E ® 2310 Main Street PO Box 2003 ® Bridgehampton NY 11932-2003 t 631.537.5160 ® f 631.537.5291 Bruce Anderson,M.S.,President HAND DELIVERED May 281h,2021 Board of Trustees iy+ r MAY 28 Town of Southold ti 202t' P.O. Box 1179 f 4>w n Southold, NY 'jcwn _.E3u:cr`r.Q�li"taste 11971 �s REr -PASCUCCI Property--Authorization to-Obtain Permit Situate: 305 Narrow River Road •Orient, NY •11957 SCTM#: 1000 - 026 - 03 - 11 Dear Members of the Board, This Firm represents the owner of the above referenced property, and hereby authorize Patricia C. Moore, or any individual under her employ to obtain any permits applied for by our Firm for the above referenced property. Thank you for your time and attention regarding this matter. Should you have any questions or concerns please feel free to reach out to this office at any time. Yours Truly, Robert W. Anderson Suffolk Environmental Consulting, Inc. Newman Village ® Suite E 2310 Main Street PO Box 2003 0 Bridgehampton NY 11932-2003 t 631.537.5160 ® f 631.537.5291 Bruce Anderson,M.S.,President HAND DELIVERED May 271h,2021 Board of Trustees Town of Southold P.O. Box 1179 Southold, NY 11971 RE: PASCUCCI Property- Final Inspection Fee Situate: 305 Narrow River Road •Orient SCTM#: 1000 - 026 - 03 - 11 Dear Members of the Board, As per the Board's request, enclosed herewith please find a check in the amount of fifty dollars ($50.00) in full satisfaction of the requisite final inspection fee. Thank you for your time and consideration in reviewing this application. Yours Tru obert W. Anderson (enc.) Cantrell, Elizabeth From: Carolyn McLaughlin <carolynmclaughlin111 @gmail.com> J Sent: Tuesday, May 18, 2021 11:28 AM To: DiSalvo, Diane; Cantrell, Elizabeth Subject: Fwd: 305 Narrow River Road, Orient Attachments: 160_Owners-Manual-2014.pdf r r c Two more homeowners just indicated they would like their names added to this letter. They are John Carter, 235 Douglas Road and Susan Forbes, 1075 Narrow River Road. Begin forwarded message: From: Carolyn McLaughlin <carolynniclat Lglrlinl l l(t g� a pl.com> Subject: Fwd: 305 Narrow River Road, Orient Date: May 18, 2021 at 9:53:10 AM EDT To: Diane DiSalvo <Dianc t,iSaivo�iQr�ttowi,r.soLithold.ny.ti>, Elizabeth Cantrell eIIzabeIIiC(iJOANII.SOUt.I1old.11V+ US> r i Town of Southold d May 18, 2021 I Board of Trustees I i Re: 305 Narrow River Road (Pascucci) 1 Orient,NY � I I Dear Trustees, We appreciate your continuing diligence relating to the proposed development of this lot, and we are submitting this letter-to highlight some of our recent observations and ongoing concerns. A. Wetlands r Cantrell, Elizabeth From: Carolyn McLaughlin <carolynmclaughlin111 @gmail.com> Sent: Tuesday, May 18, 2021 9:54 AM To: DiSalvo, Diane; Cantrell, Elizabeth Subject: Fwd: 305 Narrow River Road, Orient Attachments: 160_Owners-Manua l-2014.pdf Town of Southold May 18, 2021 Board of Trustees Re: 305 Narrow River Road (Pascucci) n�Di E C E � E Orient,NY M AY 1 8 2021 Southold Town Dear Trustees, Board of Trustees We appreciate your continuing diligence relating to the proposed development of this lot, and we are submitting this letter to highlight some of our recent observations and ongoing concerns. A. Wetlands 1. The revised environmental form submitted on 5/6/21 acknowledges that the lot is 100%wetlands and that the wetlands would be physically altered if construction were allowed. 2. This acknowledgement is welcome and presents the Trustees with a fundamental difference from the previous application. All parties now agree on the obvious 3. Construction on this lot runs wholly contrary to the mission of the Board of Trustees' to protect our wetlands. B. Septic System i We understand that the Health Department by a vote of 2-1 approved the plan after an article 78 was filed. While this permit is outside the Trustees' wheelhouse, the potential impact of any system,on the property needs to be considered by the Trustees. 1. The previous application had been denied given the then location of the system on a different side of the lot. The revised application moves the system right up to the Property line on Narrow River Road, which is one of the most picturesque roads in all of Southold Township, which will require 360 cubic yards of fill to be contained by a 6 1/2 foot high retaining wall running the length of the property. 2. Advanced septic systems are intended to better protect our water and environment than traditional septic systems. The use of these systems for existing dwellings or on buildable lots creates environmental benefits. Introducing one on what is an unbuildable lot however increases the environmental impact from that of its current state. 3. These systems still impact their surroundings. Please see the Hydro Action Owner's Manual for the AP Series as a PDF attachment and note the risks, restrictions, compliance and diligence required to ensure proper functioning at all times. (Please note there is no manual posted for the AN Series, but it appears that the systems are substantially similar in design). 4. It is ironic given the Trustees' role to protect our wetlands and environment that a septic system of any kind is the cornerstone on which this application to build on wetlands is predicated. 5. In addition, has the efficacy of above ground septic systems, including leeching fields been proven? 6. Will this leeching area be waterproofed since it is within 20 feet of the proposed retaining wall? C. Dry Well 1. We do not see a dry well indicated on the drawings. Is one planned? If yes, where will it be located and what are the specifications? If no, how will water softening backwash be disposed of? [We understand that a Dry Well is distinctly different than a French Drain] • Dept of Health Board Review at the hearing dated 10/17/19 stated: o Findings and Facts EC E � V E ■ "whole house ion exchange, unit will be installed" [Page 12 #9 PDF] MAY 1 8 2021 ■ "Kitchen sink will be equip with a reverse osmosis filter to treat chlorides..." [Page 12 #9 PDF] Souih.ild Town o Determination Board of TalSteeS ■ "Require the installatiari of water conditioning equipment to treat iron, manganese, chlorides and aldicarb to ensure the level meets minimum State drinking water standards and/or guidelines of the State of NY" [Page 14 PDF] 2 • Suffolk County Department of Health Services—Residential Standards dated December 29, 2017 (Page 37): o I/A OWTS Minimum Design Requirements: " 9. Water` softeners shall'not-discharge-iiito,an I/A OWTS and the, bepartment recommends,water_softener backwash be connected to an onsite dr well acceptable to Town or Village building � Departments" • Hydro Action Owner's Manual— o "VVhattNOT to put in�an-aerobic treatment'system: Water saftene�'uriif�backwash" ..,.....,. � . In short, a water conditioning system is required, and the backwash needs to be disposed of independent of the septic system. In all events, what environmental impact may this discharge source have on the surrounding wetlands? D. Engineer's Report 1. The engineer's report dated May 6, 2021 states "Not only does this lot get surface waters from adjacent lots but during high tides and storms water from the bay floods both King Street [Narrow River Road] and Harbor Road. That saltwater flooding drains into this lot." 2. The discharge from this septic system, while treated, will introduce wastewater into the surrounding wetlands. The processed water will empty down to the bottom no matter how high the "fill—hill". 3. The fact that water flows from the adjoining properties, for instance from the northeast(Tannenbaum) or down Harbor Road from the west etc...is a function of topography—the only raised property on the whole block is that to the Southwest. The reality for us is what we see day to day, year to year: water on the Lot. 4. This lot is the natural low point. E. Short Environmental Form E Un 'LEE �E V 1. Natural Landscape - The short environmental form states the project is consistent with the predominant character of the built or natural landscaPe. No property in the area has a 6.5' high retaining wall along a MAY 1 8 2021 I road. 12. Increased Flooding - The short environmental form states storm water Soutlidd Towyn I discharge will be directed to established conveyance systems but does not Board of Triisiees _1 state what these systems are. The road drain is full even in light rain or high tides. Attached are some additional pictures with date stamps showing a pool in the middle of the property; it is not limited to the southeast corner at all. Our concerns over construction on this lot are only increasing as we review the file in more detail. 3 Thank you for your consideration. Sincerely, Nina Eshoo 345 Douglas Road Carolyn and James McLaughlin 515 Narrow River Road Catherine Matthews 275 Harbor Road Chris Oliva 615 Narrow River Road Chris Wedge Jeanne Markel 100 Harbor Road Babis and Josephine Maria Krasanakis 455 Douglas Road C EaQ MAY 1 8 2021 4 Carolyn McLaughlin F".qp . C Q FE PI ' 1; C C E 11,1E I LD Lon M Ay 1 8 202105/10/202� Island, ... 920 LIVE a 4 u s. r 4 d " 6 6 —, G -AVE F�j y 2021 L on Island, Origin.,. 04/17/202.,,69 of 4,92 LIE a t 9 u . r 40 green, -� 7 f MAY 1 8 2021 Southold Town Board of Trustees P, ,- zl �°���.'�� �a � � � %�i% '� -< moo- Fa,,<" "�,,r^`�r,R• 111 Hydro-Action AP Series Wastewater Treatment Plant The AP Series Aerobic Treatment Units improvements in these units make them not (ATUs) are now available through Hydro- only extremely efficient operational units but Action®. Please read this introduction before also the most easily maintainable system in reviewing this manual. the industry. Earth's environment has purified water By following the instructions in this manual, through natural processes since the you will be providing yourself with the best on- beginning of time. Only recently, beginning in site wastewater treatment and service. We the Twentieth Century, has man developed a invite you to share in our pride of the AP system to accelerate the processes that Series Treatment Units. Mother Nature uses. Hydro-Action®AP Series ATUs are dust such systems. This manual includes information on the Class 1 NSF/ANSI Std. 40; AP-500, AP-600, In 1916, the City of Houston, Texas, was the AP-750, AP-1000 &AP-1500 wastewater first to use the activated sludge wastewater treatment plants. These units may be installed treatment process as an accepted, full-scale with either a platform mounted OPS® system process to purify domestic (operations/control center) or a Remotely wastewater. Since that time, the United Located OPS®. Installation needs vary, so States and many other nations have utilized your on-site wastewater system may contain this process and variations to properly treat some of the following uxiliary components sewage. Federal Law 92-500 supports our along with the treatme nE � f nation's commitment to provide secondary — treatment for all domestic wastewater. - Pretreatment tank I� This commitment is presently being extended - Pump/holding tank MAY 1 8 2021 to on-site sewage treatment facilities. Hydro- Action' has been a visible part of this effort -Alarm systems Southold Town since 1989. We have manufactured Board of Trustees numerous products to provide individuals with - Equipment for chosen effluent disposal a means of proper, effective, efficient, and method (drip irrigation, spray irrigation, affordable on-site wastewater,treatment. Our gravel-filled drain field, pressure dosing, professional commitment to market needs etc.) and customer service have enabled us to reach our goal of providing effective products - Chlorinator/UV Disinfection Unit that assure a safe, reusable effluent. We are helping Mother Nature protect our environment and our most valuable natural The certified Hydro-Action®dealer or resource: water. installer of your Hydro-Action°AP Series wastewater treatment plant is responsible for Our continuing mission is to develop and completing and submitting to us the manufacture individual on-site wastewater Installation Warranty'lnformation to properly treatment facilities that meet society's needs activate your Hydro-Action® Product in the field. This manual is a part of that Warranty. dedication to customer service. We are eager to assist you with any questions Hydro-Action'AP Series Aerobic Treatment or problems. Please contact Hydro-Action® Units are among the most advanced on-site at 800.370.3749 to request assistance from products available today. They are state-of- our Customer Service or Engineering the-art extended aeration, activated sludge Departments. wastewater treatment facilities. The Process Descrlation International Standard 40 class I and the Environmental Protection Agency's The Hydro-Action®AP Series individual requirements of a secondary treatment wastewater treatment plant is a self- process. NSF requires that a Class I plant shall be shown to meet EPA secondary contained, extended aeration, aerobic treatment guidelines for CBOD5, TSS, and treatment facility utilizing the activated sludge pH. The Hydro-Action®AP Series ATUs process. The plant consists of a cylindrically satisfy all these requirements. shaped aeration tank with an offset service access, a unique cone shaped clarification compartment, and an outlet tee-assembly. Operating Instrncdons Two fine-bubble air diffuser assemblies with ceramic stone diffusers and Hydro-Action®s' Your Hydro-Action®ATU has been designed efficient air pump are combined to provide and built to provide efficient, dependable and effective, efficient, and economical aeration. reliable service. However, as with any individual wastewater treatment plant, routine Domestic wastewater enters the aeration periodic service is required. When proper compartment and is mixed thoroughly with the preventive maintenance is performed, the already present mixed liquor suspended ATU will operate at designed performance solids (MLSS) activated sludge. The injection levels giving years of satisfactory treatment of of air through the porous teflon air diffusers domestic wastewater. placed near the bottom of the aeration chamber is responsible for this complete The local dealer from whom you purchased mixing. The fine bubble air diffusers and the your Hydro-Action® plant will perform all vortex area between diffuser assemblies routine inspections for the first two (2) years produce a generous quantity of dissolved from the original date of installation. At the oxygen and ample mixing that maintain a time of inspection the plant will be checked for desirable aerobic environment even under proper operation. If a problem exists, service extreme conditions. will be performed at no charge to the owner if the required maintenance is warranty related. Hydraulic displacement causes the mixed At the end of the two (2)year initial service liquor to enter the clarification compartment period, your local dealer will make available a and move upward toward the outlet tee- continuing service policy. This extended assembly. Due to the calm conditions in the service is available for a nominal fee. clarifier, suspended solids settle to the bottom where they are remixed with the MLSS for The Hydro-Action®ATU's electrical controls additional biological treatment. The remaining are located within the OPS® of the plant. The clarified effluent leaves the plant via the outlet OPS®may be either remotely located or tee-assembly and discharge line. platform mounted. The OPS®enclosure is equipped with an alarm beacon and an The AP Series ATUs are operated by the audible alarm. Also on the enclosure will be OPS®. The OPS®integrates the electrical the name, address and telephone number of controls, visible and audible alarms and air your local servicing dealer. It is this local pump in a protective polyethylene enclosure. service provider you should contact regarding The OPS®can be either platform mounted on any problems with your Hydro-Action®ATU. the plant or remotely located. These features An optional remote alarm with audible and plus; the offset access, air hose, and teflon visible alarms may also be present. If the diffuser assemblies make the plant extremely alarm beacon or audible alarm sounds simply reliable and easy to service. An optional switch the OPS®switch to silent and call the visible and audible alarm may be added to service provider mentioned above. After a remotely locate to an area of your choice. power failure, if an alarm remains on for more o than 30 minutes sl� a L�-th� logal (� The technology used in the Hydro-Action dealer immediatr . I plant allows it to produce excellent effluent �r quality, which thereby meets all ANSIWSF SAY 1 8 2021 3 Southold Town Board of Trustees The Hydro-Action®plant will handle all however, there is no set time because domestic wastewater from your home. By the loadings vary from household to household. term wastewater we are referring to rapidly Access to the plant is accomplished through biodegradable material. To keep maintenance the 24-inch access opening, which is at at a minimum level and to prevent the plant surface grade. When a Hydro-Action° plant from malfunctioning, the following guidelines is being pumped, a qualified service must be followed: technician should oversee the job. Care should be taken not to damage internal Since aerobic bacteria are responsible for components and the plant should be washed treating the wastewater, inorganic or non- and cleaned while it is being pumped. All rapidly biodegradable materials should not be waste from the plant must be disposed of in put into the plant. Examples of improper items compliance with all federal, state and local are: included in the"Homeowner Care laws. Precautions" section of this manual. Other than for the mechanical and structural Compliance With Law working of the plant itself, Hydro-Action® is not responsible for the in-field operation of a All permits and approvals from the local plant. The proper operation of this or any regulatory body should first be obtained other individual wastewater plant depends before the Hydro-Action®plant is installed. upon proper organic and hydraulic loading of All state and federal laws should be obeyed in the plant. We cannot control the loading and areas that do not have local control over thereby control the amount of harmful environmental activities. It is important to substances that may be discharged into the remember that each state has independent plant. Only the users of a plant can control regulations and guidelines for the installation what enters the unit. Therefore, we provide of this treatment plant and any auxiliary this comprehensive user manual to outline equipment that may accompany the plant. just what substances to keep out of the plant. You are responsible for installing this plant and associated ancillary items in accordance Malntenance Schedule with all regulations and guidelines as they are issued in your respective state. If such items Maintenance is to be performed by an as pretreatment tanks, storage or equalization authorized Hydro-Action®service provider tanks, chlorination facilities, pump tanks, only! Normal maintenance of your Hydro- Ultra-violet, etc. are required by law, then it is Action® plant every six (6) months will the intent of this company to comply to the include: letter of the law. a. Service check of aeration system and Hydro-Action°, through'its years of air diffusers. experience, recognizes the advantages of b. Service check of air pump. every component of the wastewater treatment c. Removal of scum from clarifier. system. Because of this experience we can d. Inspect and test plant alarms. recommend to you those parts of a system e. Sludge check and pump excess that are beneficial to the overall system and sludge from plant every two (2) to six those that are also compliant with the laws in your state. Please (6) years Department for as i no o inq i+ A Note 1: Replacement parts can be obtained 800.370.3749. iI D from your installing or servicing �I�� 9 MAY 1 8 representative. Visit www hydro-action.com Plant Start-up 2021 for a list of certified representatives. Upon ATU start-up, no additions 1pfc tl Note 2: Pumping the plant is usually are required. The PsystemhagjbeenrfftEk with necessary every two (2) to six (6) years; water, and the air pump, electrical controls, 4 and alarms are functional per installation •Always dispose of scum, rags, trash, checkout. Turning on the electrical power is debris, or soiled material in a proper all that is required for you to start using your waste container. facilities. • If a wastewater spill or leak occurs in a Even after a short or extended vacation, your yard, flush area with plenty of clean system will begin to operate as designed water and disinfect. If a spill or leak once use is initiated and maintained. In just a occurs in the house, clean with a dilute few days the system should return to normal solution of bleach. operation and you should see a clear, clean discharge having very little or no odor. If not, • Treated effluent from a Hydro- call your service provider for assistance and a Action®or other treatment unit may still plant inspection. contain harmful microorganisms. Careful attention must be used when dealing with Salm any form of wastewater or effluent. Safety is an important issue in our business • If an illness or disease is suspected to since we deal with one of the more potentially have come from exposure to sewage, get proper medical attention immediately. health hazardous materials known: raw When proper treatment is given the remedy sewage. Domestic wastewater carries in it and cure will be rapid and less of a problem. members of a specialized group of life known There are some serious diseases that could as microorganisms. Such microorganisms are be transmitted by contact with raw sewage bacteria, viruses, algae, actinomycetes, -take the proper precautions and be safe! protozoa, fungi, rotifers, crustaceans, and other members of both the plant and animal Homeowner Care Precautions worlds. The function of a wastewater treatment plant is to treat the water to a degree that the effluent is relatively free of All Aerobic Wastewater Treatment Systems pathogenic bacteria and nuisance are suspended growth floating bio-mass microorganisms. Until the wastewater systems designed to treat common household entering the plant has had sufficient time for sewage only. treatment and disinfection, it may contain any number of the harmful organisms that cause In plain language, this means that the disease. systems contain and depend on an aerobic (oxygen-requiring) bacterial colony which, As raw wastewater may and usually does when well cared for, digests and treats contain some level of unsafe microorganisms, household sewage just as aerobic bacteria proper respect and care must be given to clean groundwater in nature. This is why safety. Whenever you come into contact with aerobic systems have an air pump and air raw sewage, do not fear the contact, but do distribution piping —for supplying the aerobic take proper precautions to avoid potential bacteria with oxygen. Bacteria, however, can't danger. Follow these simple safety eat just anything and everything. For a listing precautions whenever exposed to of things to avoid feeding to an aerobic wastewater: bacterial system, see below. •Wear disposable rubber gloves when Normal maintenance is required on all aerobic handling wastewater contaminated items treatment units, as they are activated sludge or chlorine tablets. sewage treatment systems just like large municipal water treatment plants. Our factory- •Always wash with soap and water after trained Hydro-Action° installers or service handling any contaminated item. The use technicians regularly service our installations, of good bactericide soap is strongly checking to be sure that these systems are in recommended. proper working ord E u 'LE V E ID M AY 1 8 2021 Town Aerobic systems are not designed for disposal of solid waste or chemicals. If homeowners stay within the guidelines listed Volumetric Overload of an Aerobic below, their systems should function properly as sewage treatment systems and should not System: require unscheduled maintenance or frequent expensive pump-outs. Our system is rated for a maximum volume throughput per day, ie. 500 gallons per day What NOT to out In an aerobic (GPD) for an AP-500, 600 GPD for an AP- 600, etc., and only household wastewater treatmentsystem: (sinks, tubs, washing machines, toilets, etc.) should be allowed into the unit 'Volumetric overloading' is simply a term used to describe • Non-biodegradable items such as cigarette putting more than the rated amount of butts, match sticks, disposable diapers; wastewater through the system during a 24 feminine hygiene products, condoms, hair, hour period. coffee grounds, rags, paper towels, and bandages, flushable kitty litter, wipes etc. To avoid volumetric overloading of our These are solid-waste items and should be system, which can result in incomplete disposed of in regular trash service. treatment conditions, observe the following: • Greases, fats or oils. This includes cooking oils and meat or meat grease. •Avoid multiple wash loads in one day; • Pesticides, herbicides, photographic spread out your laundry during the week. chemicals or other toxins •Watch for leaking/flowing faucets or toilets • Paints, thinners or household chemicals, and repair immediately. including many cleaning compounds, and • Use water flow reducing devices whenever mop-bucket water. possible. •Water softener unit backwash. • Be aware of any excessive water use of any • Citrus products, oranges, lemons, grapefruit. kind. • Home-brewery or winemaking wastes. • Strong medicines, particularly antibiotics. Nome Cleaning Products •Antibacterial soaps and antibacterial laundry detergents should be avoided. These are Guldelines: the current marketing rage, but overuse will only breed resistant strains of bacteria in • Recommended laundry detergents are: the home, and kill the aerobic action in the treatment system. Powdered, low-sudsing, low-phosphate, non-antibacterial and bio-degradable. • Strong disinfectants or bleaches, • Recommended household cleaning products particularly are: Non-chlorine, non-ammonia, non- products containing chlorine or ammonia. antibacterial, non-toxic and bio-degradable. • Commercial septic tank additives; they do more harm than good. • Kitchen garbage grinders (disposals) should be used sparingly, if at all. Dispose of food waste in a solid waste bin or compost heap Food waste represents additional loading on the aerobic plant, possibly causing II organic overloading and more frequent !�f E y` L, pump-outs of the system. i MAY 1 8 2021 f E �QU[iw�(� IUVJ(1 Board of Trostees 6 Hydro-Action° AP Series Treatment Units PART/PRINT NO PART DESCRIPnON AP SERIES ATU — 772/10 -ALARM BEACON O ENCLOSURE ELECTRICAL ENCLOSURE '(2)'f i/4' CORD GRIPS HYDRO–ACTION o AIR PUMP o® 1 i'/4' AAF VENT SECURITY SCREWS 3/4' ELECTRICAL 1 1/4' PVC CONDUIT PIPING RISER & LID 1/,2' PVC AIR PIPING (24' ACCESS OPENING) HOLES THROUGH CONE@ 90' FLANGES 4' PVC-SDI 35 OUTLET PIPE OR 4' _ FLOW LINE SCH 40 _ 4' PVC, SDR'35 i INLET PIPE OR 4' SCH 40 HIGH LEVEL FLOAT SWITCH CONE E 1/2' FLEXIBLE AIR LINE HOSE OVERALL LENGTH 7'-4 1/2' 2_TYPICAL OUTLET TEE ASSEMBLY SDR 35 4.' ONLY MODEL A LI AP-500 G4 3/8' AP-600 70 3/8' © ° o AP-750 7G 1/8' 0 0 m h dr � � DRAWN,DAVISAAPPROVED BY AVIS SSG NATURE �YE$D fyBID$DC i'P038XIfi up f M AY 1 8 2021 Southold Town Board of Trustees Hydro-Action' Limited Warranty AK/HA Manufacturing, LLC d/b/a Hydro-Action Industries("Hydro-Action Industries")warrants to you,the purchaser, that each Hydro-Action Industries aerobic wastewater treatment plant("Plant"), and its component parts, are free from defects in material and workmanship under the terms and conditions set forth in this Limited Warranty No employee, dealer, agent or other person is authorized to make any warranty or representation with respect to the Plant, other than as is expressly contained in this Limited Warranty COVERAGE PERIOD This Limited Warranty is effective for an initial period of 2 years beginning on the date of purchase as evidenced by purchaser's proof of purchase An additional 3 year,prorated,warranty period will run upon the expiration of the first 2 years if the Plant is maintained by an authorized distributor through a continuous maintenance program HOW TO MAKE A WARRANTY CLAIM If you believe that the Plant or a component part of the Plant is defective in material or workmanship, you must return it to an authorized Hydro-Action Industries dealer. The dealer will return the Plant or component part to Hydro-Action Industries at 2055 Pidco Drive, Plymouth, Indiana 46563. You must also provide to Hydro-Action Industries a written description of the nature of the defect No claim will be processed unless you specify the nature of the defect If a claim is being made during years 3,4, or 5 of this Warranty,you must also provide proof that the Plant has been maintained by an authorized distributor through a continuous maintenance program All claims must be made within 30 days of the discovery of the defect. Upon receipt of the written description of the defect and Plant or component part, Hydro-Acton Industries will examine the Plant or component part If, in Hydro-Action Industries'reasonable judgment,the Plant or component part shows evidence of defects in material or workmanship, Hydro-Action Industries will replace or exchange the component part as set forth in the following schedule Please note that Hydro-Action Industries reserves the right to revise,change or modify the construction and design of any Plant, or any component part of such Plant,without incurring any obligations to make changes or modifications in previously sold equipment Hydro-Acton Industries reserves the right to furnish a replacement component part,which, in its judgment, is equivalent to the part replaced For claims received within 30 days of the expiration of Year 1 and Year 2 of this Warranty, Hydro-Acton Industries will replace or exchange the component part at no cost to you If the Plant has been maintained by an authorized distributor through a continuous maintenance program. For component parts of the Plant manufactured by someone other than A K Industries, Inc, Hydro-Acton Industries will sell such parts to you under the following schedule. (1)claims received within 30 days of the expiration of Year 3 of this Warranty, Hydro-Action Industries will replace or exchange the component part for a cost to you of 25%of the manufacturer's list price of such part and Hydro-Action will pay 75%of the cost, (2)for claims received within 30 days of the expiration of Year 4, Hydro-Action will replace such part for a cost to you of 50%of the manufacturer's list price and Hydro-Acton will pay 50%of the cost, and(3)for claims received within 30 days of the expiration of Year 5, Hydro-Action will replace such part for a cost to you of 75%of the manufacturer's list price and Hydro-Action will pay 25%of the cost. For claims received during years 3,4, and 5 of this Limited Warranty or within 30 days of the expiration of Year 5, Hydro-Acton Industries will replace or exchange any component part manufactured by AK Industries, Inc at no cost to you WHAT IS NOT COVERED This Limited Warranty does not cover any defects resulting from damage resulting from transit, accidents, misuse, alterations, or acts of God This Limited Warranty does not apply to Plants or components parts that have not been fully paid for or for which acceptable payments terms have not been arranged No warranty is made as to the field performance of any systems This Limited Warranty does not include any costs of labor This Limited Warranty does not apply to consumables, including, but not limited to,stones,filters, etc This Limited Warranty does not cover Plants that have been (1)flooded by external means, (2)disassembled by unauthorized persons, (3)improperly installed, or(4)subjected to external damage or damage due to altered or improper wiring or overload protection CONDITIONS AND LEGAL REMEDIES This Limited Warranty is governed by the laws of the State of Indiana. The sole remedy under this Limited Warranty is the replacement or exchange of parts Hydro-Action Industries SHALL NOT BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES. THIS LIMITED WARRANTY IS MADE IN LIEU OF ANY OTHER EXPRESS OF IMPLIED WARRANTIES. Hydro-Acton Industries DISCLAIMS ANY IMPLIED WARRANTIES ARISING IN CONNECTION WITH THE SALE OF THE PLANT,INCLUDING ANY IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. Some states do not allow the disclaimer of warranties or the exclusion or limitation of incidenta �o nseq er,}traI d�a��s�rfd -1 the above limitations may nota I to you �7 M AY 1 8 2021 i 5aui��nld To�m Hydro-Action° Warranty Registration 2055 Pidco Dr. / P.O Box 640 Plymouth, IN. 46563 800.370.3749 This form must be filed with Hydro-Action° by the dealer within 30 calendar days after installation or all warranties are void. Owner/User Address City/County/State/Zip Phone Best time to be reached Dealer/Installer Address City/County/State/Zip Phone Distributor (if applicable) Service will be performed by: Name City/County/State/Zi p Phone Type of Installation: Residential Commercial Number of residents or occupants Garbage Disposal? Yes No Date Installed Plant Model # OPS® Model # Plant Serial # Air Pump Serial # Effluent disposal method & equipment used Controlling Regulatory Agency: Agency Sanitarian Address City/County/State/Zip Phone r _ I C� UI C 0V It MAY 1 8 2021 Soutt,old To+rm Board of Tnisins Hydro-Action° Complaint Procedure&Form Procedure Homeowners must make every effort to direct complaints with the appropriate service agent. For example, if the complaint is related to the initial install the Certified Installer should be contacted. Likewise, if the condition is a service issue the Certified Service Technician should be notified. The appropriate chain should be utilized to best accommodate the customer. The order of contact should be Certified Service Technician, Certified Installer, Certified Dealer, Certified Distributor, and lastly the Manufacturer. Hydro-Action being the manufacturer is glad to be of assistance in aiding the contact of these different agents. If all efforts to verbally resolve a situation have been made and the customer is unsatisfied then a written complaint may be necessary. Below consists of a complaint form that may be sent to the manufacturer to file a formal grievance. The manufacturer will then begin an internal inquiry to investigate the situation on a case-by-case basis. A Hydro-Action Sales Associate will be assigned to the matter and begin to resolve the situation. Hydro-Action will make every effort in customer satisfaction, and assist the homeowner/customer to investigate the situation. A final finding will be reported to the customer either verbally or in writing. Hydro- Action will discuss the matter with the customer to make a fair effort to resolve the situation. Form Please fill out this form and send to Hydro-Action®at P.O. Box 640 Plymouth, IN. 46563. A copy should also be sent to the Local Health Department, and the State Health Department or Wastewater Governing Body. Date: Person Filing Complaint: Distributor/Dealer/Installer/Service Tech/Home-owner(circle one) Name: Address: Phone: Complaint About: Distributor/Dealer/Installer/Service Tech/Home-owner(circle one) Name: L MAY 1 8 2021 Address: Phone: Southold Town Please describe the problem in detail: (use additional pages if ne Board ofTruste�s 10 Hydro-Action° Initial Service Policy Our company, will provide a two-year initial service policy, which will provide for inspection and service of your Hydro-Action'plant. The policy will include the following: • Four inspection/service calls (at least one every six (6) months) over the two (2) year period including inspection, adjustment and servicing of the mechanical electrical and other applicable component parts to ensure proper function. This includes inspecting OPS®, air pump, air filter, diffuser operation, and cleaning and replacing or repairing any component not found to be functioning correctly. - An effluent quality inspection consisting of a visual check for color, turbidity, scum overflow and examination for odors. If any improper operation is observed that cannot be corrected at that time you shall be notified immediately in writing of the conditions and the estimated date of correction. At the conclusion of the initial service policy, our company will make available, for purchase on an annual basis, a continuing service policy to cover labor for normal inspection, maintenance and repair. Owner/user operation instructions must be strictly followed or warranties are subject to invalidation. Pumping of sludge build-up from the plant, if necessary, is not included in these services. Owner: Service Dealer: Date: Date: , E CEHE '.pqllul I i MAY 1 8 2021 Southold Town Board of Trustees 4� f a F h- IrGo-ac.fio",' i reen from the ground up AK/HA Manufacturing LLC. 2055 Pidco Dr. / P.O. Box 640 Plymouth, IN. 46563 Toll Free: 800.370.3749 L E C E u" ''° r' DDI Phone:(574) 936-2542 Fax: 574 936-2298 �! MAY 1 8 ( ) zozl www.hydro-action.com southold lowm Board of Trusiees rev. 01/14 l� Suffolk Environmental Consulting, Inc. Newman Village • Suite E 2310 Main Street PO Box 2003 • Bridgehampton NY 11932-2003 t 631.537.5160 f 631.537.5291 Bruce Anderson,M.S.,President May 6, 2021 Board of Trustees Town of Southold __ P.O. Box 1179 7, Southold, NY - r 11971 MAY 1 0 2021 � RE: Pascucci—Proposed Dwelling Situate: 305 Narrow River Road • Orient SCTM#: 1000—026—03 —11 Dear Members of the Board, You will recall that during the public hearing of April 14, 2021,you requested that we undertake various tasks relating to groundwater, the design of the septic system, a revised environmental assessment form (EAF Short Form) and an inventory of plants that occur on site. Attached herewith please find a copy of the Engineering Report prepared by Joseph Fischetti, PE prepared and submitted May 5, 2021.The report provides the technical backup for the septic system design and its installation along with a groundwater analysis for the property and surrounding area. Please take notice that the engineering report also includes an updated test hole prepared by McDonald Geoscience dated April 20, 2021. Attached herewith please also find an Inventory of Existing Vegetation found on site prepared by this Firm on this date along with a revision to the filed EAF short form. Please take notice that the revised EAF checks the boxes at item #13 on page 2 consistent with the Board's prior findings pursuant to the wetland permit issued to M. Pascucci on November 16, 2016 (See full permit proceedings in connection with Trustee Wetland Permit#8920 made part of this proceeding by reference.) Yours truly, r� Bruce A.Anderson ENGINEERING REPORT 305 Narrow River Road Pascucci SCTM #1000-26-03-11 i'. s r--- M AY 1 0 2021 Submitted by Joseph Fischetti, PE 1725 Hobart Road/PO Box 616 Southold, NY 11971 631-765-2954 305 Narrow River Road Page 1 MAY 1 0 2021 I TEST HOLE DATA L "Al A new test boring was completed at the request of the Trustees on April, 20, 2021 The boring was done in the general area of the test hole done by McDonald in 2015 shown on the site plan submitted to the Board The hole was dug with a 5-inch auger and went to a depth of 2.3 feet below the surface The test boring found dense loam to a level of 2.0 feet and coarse sand below. Groundwater was found at 2.3 feet below the surface with the ground elevation around the boring of 2.84' Groundwater was found at elevation 0.5 MSL While this is a difference of 0.3' MSL from the 2015 boring it must be understood that these test borings are being taken in the field. A normal deviation which would depend on the surface you are taking the boring could change the elevation 3 to 6 inches. The surface depth will deviate a few inches based on the soil and organic material found on the surface where the test hole is taken. The Health Department understands the variations found in groundwater elevations and wants any projects close to the shoreline that finds groundwater below 1.0' MSL to use 1.0' as highest expected groundwater, regardless of the actual measurement taken. (See attached Suffolk County Department of Health Services — Board or Review Decision dated October 17, 2019 (hereinafter"BOR-Decision")). NORTH FORK HYDROLOGY and HYDROGEOLOGIC BOUNDRIES Fresh water is lighter than saltwater and sits on top of the saltwater causing a"Groundwater Lens" The saltwater interface is found below this freshwater lens. On the North Fork the discharge of the freshwater lens occurs at the sound North and the Embayments to the south. Here, the direction of groundwater flow is to the south. Any rainfall events will not appreciably increase the depth of the fresh groundwater for lots adjacent to the shorelines because the discharge rates into Bay and the Sound effect the groundwater lens depth. Recharge rates will only gradually increase the depth of the groundwater lens. 305 Narrow River Road Page 2 MAY 1 0 2021 On page 13: The freshwater depth does not change largely due to the discharges into the adjacent shoreline. Health Department understand this and allows the use of 1.0' for the Highest Expected Groundwater for lots near the shoreline is used. Pursuant to the Health Department regulations which incorporate groundwater hydrology, the Health Department has approved the sanitary system on the subject parcel using the "highest expected groundwater." (See attached BOR-Decision). SURFACE RUNOFF I have attached a topographic drawing using lines instead of elevation points as shown on the survey. The topographic lines will help the Board visualize the surface water flow over this lot. Besides the surface runoff from adjacent properties, there is also runoff from both roadways into this property. With the test boring showing dense loam which can be impermeable and the surface runoff running towards the South-East corner of the property,the surface water seen by the Board in that corner is perched or standing water. This visual surface water is sejarate and-distinct from the groundwater found 2 feet below the impermeable soil lave ver. This condition was also verified by SCDHS's BOR (See BOR- Decision). Not only does this lot get surface waters from adjacent lots but during high tides and storms water from the bay floods both King Street and Harbor Road. That saltwater flooding drains into this lot. This is the cause of the salinity found in some of these surface waters by one of the Trustees. SEE ATTCHED DRAWING OF TOPOGRAPHY 305 Narrow River Road Page 3 DEWATERING NOT REQUIRED There was a question brought up at the Hearing on the possibility of requiring dewatering to install the retaining wall and the sanitary system. No dewatering is required with the construction of the proposed sanitary system. The following is the construction process for the construction CONSTRUCTION PROCESS FOR RETAINING WALL AND SANITARY RETAINING WALL 1. Excavate below retaining wall to clean sand at elevation — 1.2' 2. Backfill with %" stone to above groundwater. Stone self-compacting and porous 3. Place footing for retaining wall on stone fill. SANITARY SYSTEM 1. Excavate poor soils below galleys down to sand 2. Backfill with sand and gravel to proper elevation for bottom of galleys SEE ATTCHED DRAWING This report of submitted this May 7, 2021 Joseph Fischetti, PE 1 � ' M AY 1 0 2021 305 Narrow River Road Page 4 SURFACE WATER FLOW � i e T >�' 4 }s�t►tt�r+aays *2T1 r�, {I/i2J6 I .280 v� 4 STAKE FCLM -, 0 , M AY 1 0 2021 305 Narrow River Road Page 5 RETAINING WALL 8't TOP WALL EL. 6.5' MSL 10--# 5 REBAR NOTES I ® 18" O.C. 1—CONCRETE TO BE 3000 PSI I (horiz.) 2—STEEL TO BE 60 KSI I 3—ENGINEER TO CERTIFY THE I FINAL CONSTRUCTION OF ICS RETAINING WALL AS REQUIRED1 VARIES BY HEALTH DEPT. ENGINEERa TO BE CALLED TO INSPECT I 5 REBAR THE REINFORCING BEFORE I ® 10" O.C. PLACEMENT OF CONCRETE IQ (vert.) GRADE VARIES II 2.4'-2.8' MSL I L I _ I L „ 1 IV. 48" /# 5 DOWEL 1 4 111m 10" WITH HOOK 1 # 5 REBAR ® 8" II EACH WAY IN I FOOTING 4" KE 1 1 I� ll 3„ I 8„ L--- -- ------- o 101, 0 HEIGHEST EXPECTED GROUNDWATER 1.0' MSL GROUNDWATER 0.5' MSL STONE FILL SAND & COURSE SAND 0.3' MSL SEPTIC SYSTEM RETAINING WALL N .T.S_ J MAY 1 0 2021 I I I 305 Narrow River Road Page 6 MAY ' 1 0 2021 TEST HOLE DATA ` McDonald GeoServices POB 1258 Southold.NY 11971 631.765.3677 re�e ri NrY�ri�rnr rii il.ts�i ri Test Hole Data Sheet Name: Fischetti 305 Narrow River Rd Surveyor: Location: Orient Tax Map Number: 1000-26-3-11 Project Description: Lot Date: 4/20/21 Dark brown loam OL V Brownsilt ML -----— 23 Water In brown silt ML 25 Water m brown line to coarse sand SW a' Comments: Water encountered 2.3'below surface Test hole boring 305 Narrow River Road Page 7 �f151itnv�a K fd n,--r Ed ,y. _ !d MAY 1 0 2021 f 305 Narrow River Road Page 8 COUNTY OF SUFFOLK MAY 1 0 2021 W STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD,MPH COMMISSIONER September 15,2020 Ben and Christine Hansen 515 Canal Street, Ground Floor New York,NY 10013 Subject: Board of Review Hearing—October 17,2019 R10-15-0045—Property of Ben&Christine Hansen—n/w/c/o Harbor Road and Narrow River Road, Orient—t/o Southold—SCTM: 1000-02600-0300-0011000 To Whom It May Concern: Enclosed is a copy of the findings, recommendations and determination of the Board of Review concerning the subject application. Based on the information submitted,the Board granted the request for variance/waiver with the provisions indicated in the determination. The granting of this waiver does not imply that your application will be automatically approved. It is your responsibility to ensure that your application is complete; otherwise, your approval will be subject to unnecessary delay. S. Very truly v I' Very truly John Sohn en,RE Chief John a th Engineer Chair,Board of Review Enclosure Cc: Board of Review File—Yaphank Ms.Lynne Bums—OWM Mr.Edward Lyons—Reviewer Mr.Andrew Freleng—Planning Department Ms.Heather Lanza—Town of Southold Ms.Abby Tannenbaum Mr.Joseph Fischetti,P.E. Ms. Catherine Matthews Mr.Joshua Auebach Ms.Mildred M. Pascucci Mr. &Mrs.Rieger Ms.Karen A.Hoeg,Esq. Division Of Environmental Quality Board Of Review*360 Yaphank Avenue,Suite 213+Yaphank NY 11980* 19 Phone(531)852-5801 Fax(631)852-5825 PublicHealth Prevent PM.Qtl.FrOl— MAA 1 0 2021 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF E+NviRoNMENTAL QUALrTY BOARD OF REVIEW ARTICLE 2,SECTION 220,SUFFOLK COUNTY SANITARY CODE To: Gregson H. Pigott,MD, MPH, Commissioner From: John Sohngen, P.E., Chair,Board of Review Subject: Findings and Recommendations of the Review Board Regarding: R10-15-0045—Property of Ben & Christine Hansen — n/w/c/o Harbor Road and Narrow River Road, Orient — t/o Southold—SCTM: 1000-02600-0300-0011000 Hearing Date: October 17,2019 Board Members:Maxy LaFlair, Geralynn Rosser Reviewer: Edward Lyons Statement of Problem Residential construction standards require that the distance between sanitary leaching structures and shallow private wells be at least 150 feet. The applicant is proposing to install a sewage disposal system to serve a single-family dwelling that does not conform to standards in that the lea6ing structures are less than 150 feet from an onsite and neighboring shallow wells. The Department's residential construction standards require that an area for 50% expansion of the leaching structures be provided. The proposal does not provide a 50% expansion area for the leaching structures. The Private Water System standards require that the distance between shallow private wells and sanitary leaching structures be at least 150 feet. The applicant is proposing to utilize a new shallow well to serve a single-family dwelling that does not conform to standards in that the well is less than 150 feet from onsite and neighboring sanitary leaching structures. Findings and Facts 1. The applicant is proposing construction of a three-bedroom single-family dwelling on a vacant parcel indicated as having an area 12,505 square-feet(sf). 2. The parcel is located in Groundwater Management Zone 4, and is depicted as one lot on the 1981 tax maps. 3. The proposed dwelling is to be served by a new innovative and alternative onsite wastewater treatment system (I/A OWTS) consisting of a HydroAction AN-440 OWTS and five 2-foot deep leaching galleys placed a minimum of 2 feet above highest expected groundwater elevation,with room for one expansion leaching galley. To maintain separation between groundwater and the bottom of the leaching structures, the sanitary system will be placed inside a retaining wall to elevate the grade over the system. I/A OWTS have increased nitrogen removal capabilities compared to a conventional sanitary system (septic tank plus leaching). The sanitary system is sized for a maximum 4-bedroom dwelling and located on the west side of the property k' MAY 1 0 2021 Gregson H. Pigott,MD,MPH, Commissioner Hearing Date: October 17,2019 - -- --- Subject: Findings and Recommendations of the Review Board Regarding: R10-15-0045 —Property of Ben & Christine Hansen .., n/w/c/o Harbor Road and Narrow River Road, Orient — t/o Southold—SCTM: 1000-02600-0300-0011000 4. Soils conditions are good, with 0 to 1 foot of dark brown loam, 1 to 2.6 feet of brown silt,2.6 to 4 feet of water in brown silt, and 4 to 13 feet of water in brown fine to coarse sand. 5. Groundwater was encountered at 4 feet below grade, at elevation 0.2 feet above mean sea level based on NAVD 88 Datum, as per the submitted test hole. The highest expected groundwater elevation is 1.0 feet above mean sea level. 6. As per the groundwatez contributing axes and source water assessment maps prepared by Camp Dresser McKee {CDM} in 2009, as part of the Comprehensive Water Resources Management Plan (CWRMP) for Suffolk County, groundwater flow direction is to the southerly towards Gardiner's Bay. 7. Public water is not presently available in this area. Many of the properties in this area are supplied by shallow wells because a standard depth well with 40 feet of water above the well screen cannot be installed due to high chlorides. In such cases,wells can be made shallower, but the separation distance required between leaching pools and wells increases from 100 feet to 150 feet. Because of the presence of existing wells and sanitary systems surrounding the subject parcel, a well and sanitary system cannot be located on the parcel in.accordance with all current Department separation distance requirements. 8. The well driller's certificate for the proposed well shows a total well depth of 23 feet with a static water level of 2 fewt, and 18 feet of water above the well screen. Water.samples were taken. February 12, 2016 and October 18, 2018. The water sample taken February 12, 2016 showed water quality in the well to be in conformance with drinking water standards. The current water sample taken October 18, 2018 showed water quality in the well to be in conformance with drinking water standards with the exception of iron, manganese, chlorides, and aldicarb. 9. Per the applicant's design professional, a whole house ion exchange water softener unit will be installed to treat the iron and manganese. The kitchen sink will be equipped with a reverse osmosis filter to treat chlorides and a whole '-mouse granular activated carbon filter will be installed to treat the aldicarb. 10. The proposed sanitary leaching structures do not meet the minimum required separation distance of 150 feet from shallow drinking water wells, as follows: a_ Approximately 74.5 feet from the proposed on-site shallow well, located downgradient and laterally from the well with respect to the groundwater flow direction. i -�' �,__�' r nF , f I! �� MAY 1 0 2021 Gregson H. Pigott,MD,MPH, Commissioner Hearing Date: October 17,2019 Subject: Findings and Recommendations of the Review Board Regarding: R10-15-0045 Property of Ben & Christine Hansen — n/w/c/o Harbor Road and Narrow River Road, Orient — t/o Southold—SCTM: 1000-02600-0300-0011000 b. Approximately 131.3 feet from the existing neighboring well to the north (SCTM: 1000- 06500-3100-01000, property of Abby Taunebaum), located downgradient from that well with respect to the groundwater flow direction. c. Approximately 83.7 feet from the existing neighboring well to the east (SCTM: 1000- 02600-0300-012000, property of Matthews), located laterally from that well with respect to the groundwater flow direction. d. Approximately 140 feet from the existing neighboring well to the southeast (SCTM: 1000-02700-0400-006000, property of Rueger), located upgradient and laterally from that well with respect to the groundwater flow direction. e. Approximately 113.8 feet from the existing neighboring well to the south (SCTM: 1000- 02700-0400-007000, property of Auerbach), located laterally from that well with respect to the groundwater flow direction. 11. The proposed on-site shallow drinking water well does not meet the minimum required separation distance of 150 feet to on-site and neighboring sanitary leaching structures, as follows: a. Approximately 83.7 feet from an on-site leaching stricture, located upgradient and laterally from the on-site sanitary leaching structure with respect to the groundwater flow direction. b. Approximately 85.3 feet from the neighboring sanitary system on the lot to the north (SCTM: 1000-06500-3100-01000, property of Abby Tannebaum), located laterally from the sanitary system with respect to the groundwater flow direction. c. Approximately 115 feet from the neighboring sanitary system on the lot to the east (SCTM: 1000-02600-0300-012000, property of Matthews), located laterally from the sanitary system with respect to the groundwater flow direction. 12.The applicant's design professional submitted a technical report dated July 19, 2019 indicating the proposed subsurface sewage disposal system does not raise the risk of contamination to neighboring wells since the effluent form the system flows lateral or away from private wells. 13.The application was previously reviewed by the Board with a different sanitary system layout that was located on the south side of the subject property. The previous proposal was denied by the Board by letter dated June 14, 2017. The main factor for the denial was that the proposed sanitary system was located upgradient from the private wells on 100-27-4-6 (102 ft.) and 1000- 27-4-7(80 ft.). - — 7 .1 UF M AY 1 0 2021 Gregson H.Pigott, NO,MPH,Commissioner `''—''' = - Hearing Date:October 17,2019 Subject: Findings and Recommendations of the Review Board Regarding: R10-15-0045—Property of Ben & Christine Hansen — n/w/c% Harbor Road and Narrow River Road, Orient — t/o Southold—SCTM: 1000-02600-0300-0011000 14. The Town of Southold Board of Town Trustees issued approval for the proposal on August 2, 2019. 15, Letters were submitted from neighbors located at 275 Harbor Road, Orient dated March 26,2019 and 515 Narrow River Road, Orient dated October 4, 2019 with concerns about drainage and flooding due to the development of the subject property. Determination It was a 2 to 1 determination of the Board to grant the request for the variances for the locations of the proposed new sanitary system and shallow private well,provided that the following conditions are met: • The property owner shall submit verification, from the Town of Southold, that the proposed site improvements meet the town grading and drainage requirements. • The dwelling shall be served by an innovative and alternative onsite wastewater treatment system,sized in accordance with Department standards. • The property owner shall be responsible to obtain a dewatering permit f&om the agency having jurisdiction,and comply with its terms if dewatering is necessary to remove poor soils below the sewage disposal system. • The installation of the sanitary system, onsite private well and retaining wall shall be certified by a Professional Engineer or Registered Architect licensed in the State of New York using Department foams. • Covenants and/or deeds shall be prepared and filed, in language acceptable to the County Attorney for the following: o Recommending periodic comprehensive water analysis of the onsite private well is order to monitor drinking water quality. o Require the installation of necessary water conditioning equipment to meet the minimum drinking water standards and/or guidelines of the State of New York if the periodic comprehensive water analyses of the onsite private well indicate water contamination in excess of the minimum drinking water standards and/or guidelines of the State of New York. o Require the installation of water conditioning equipment to treat iron, manganese, chlorides, and aldicarb to ensure the level meets the minimum drinking water standards and/or guidelines of the State of New York. o To hold harmless, indemnify and defend the County of Suffolk,its employees, offices, or agents harmless from any claim for damages or injuries that may arise out of the installation or use of the private well and sewage disposal system. Gregson H. Pigott,MD, MPH,Commissioner Hearing Date: October 17,2019 Subject: Findings and Recommendations of the Review Board Regarding:R10-15-0045—Property of Ben & Christine Hansen — n/w/c/o Harbor Road and Narrow River Road, Orient — Vo Southold—SCTM: 1000-02600-0300-0011000 Although the separation distances between shallow wells and sanitary systems are less than those required by standards, the proposed shallow well and sanitary system have been located in the best possible locations, and as far from neighboring wells and sanitary systems as possible. The site has soil and groundwater conditions that will permit the installation and operation of the new sewage disposal system,and the proposal should not result in any degradation of groundwater quality. The granting of the requested variances is not a formal approval to construct a dwelling, or to construct or utilize a new well or sewage disposal system on the subject parcel. Rather, it is a determination on the specific variances requested, based upon factors noted in §760-609 of the Suffolk County Sanitary Code (Sanitary Code). In compliance with §760-609A(1)(a), the proposed variances are in general conformity with the Sanitary Code. The variances should not impair groundwater, surface water and drinking water supplies, and, as such, are consistent with criteria specified in §760-609A(1)(b). The granting of the requested variances will not adversely affect the design of an adequate on-site water supply and/or sewage disposal system, taking into account soil conditions, depth to groundwater, direction of groundwater flow, and site-specific physical conditions, and as such, is consistent with criteria specified in§760-609A(1)(e). As per §760-609 of the Sanitary Code, the approval of the variances is in harmony with the general purpose and intent of the Sanitary Code to protect groundwater and drinking water supplies, surface water and other natural resources, and public health,safety and welfare. Z September 15, 2020 Jahn Sahrzg P. Chair $ and o eview t��4 "Note:All references to Article 6 of the Suffolk Coi:nty Sanitary Code refer to the version effective prior to January 1,201 �— Ir if �fl MAY 1 0 2021 `~ .Tuliigld lt7Pln LoArd lr Tr pn INVENTORY of EXISTING VEGETATION for the PAS CUCCI Property Situate: 305 Narrow River Road • Orient, NY SCTM#: 1000 - 026 - 03 - 011 (1) Groundsel Bush - Baccharis halimifolia A. (2) Black Cherry - Prunus serrotina "r. AW (3) Russian Olive - Lbierigims angustifolia M AY 1 0 2021 (4) Virginia Creeper — Parthenocissus quinquefolia (5) Wild Raspberry — Rubus occidentalis ►.._. 1kN ��IfFi! tf (6) Beach Rose — Rosa rugosa i 1A F W 4r fi& i► V MAY 1 0 2021 -!Bard n (7) Broadleaf Plantain- Planta o ma'co?r 01, h y l ,;'tt P�q A rt .K,#4 (8) Poison Ivy - Toxicodendron radicans ! . 4 (9) Butterfly Flower-Asclepias tuberosa *�v MAY 1 0 2021 1� � (10) Mile-a-minute - Persicaria perfoliata i !I (11) Curly Dock- Rumex crisplis r'~�1• - t#3r �� Y` � � -".,ate. ,�. 'may,,r�t`�-,�•ter•� � — �._.., � I,[�►.!',' +tri• � s� •a� ...R+� �f►,'� "0 + � 1 4 (12) Wild Honeysuckle - Lonicera dioica r .hl r c l�� r MAY 1 0 2021 (13) Chinese Silver Grass -Miscanthus sinensis �A 'x (14) Wisteria -Wisteria (15) Tussock Sedge - Carex stricta '~ ' vF MAY 1 0 2021 Short Environmental Assessment Form Part 1 - Project Information Instructions for Corn 12leting Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1 —Project and Sponsor Information ✓J >; �l Name of Action or Project: f Pascucci -- - Project Location (describe, and attach a location map); -- 305 Narrow River Road, Orient Brief Description of Proposed Action: Applicant proposes to construct a proposed two-story,single-family dwelling with the first floor area to include 518 ft.'of living space,a 1445 ft.2 deck a 70 square-foot ramp,and 148 ft.2 of stairway; second floor to include a 1741 ft.z of living space a 345 square-foot deck, 112 ft.2 of stairway,and a 625 square-foot landing;install sanitary system along the easterly portion of the lot;install 151 linear feet of retaining wall;place and approximate 370 yd.3 of clean sand surrounding the proposed IA/OW-FS septic system;install a well,install a 30 ' x 15 ' French Drain 2 feet deep and construct a 560 square-foot gravel driveway. Applicant would landscape the property consistent with the submitted landscaping plan consisting of 2600 ft.'surrounding the house be planted with red fescue,6600 ft.'the plan with Cape American Beach grass, install three groupings of Atlantic Red Cedar and supplement plantings adjacent to the septic system with Groundsel Bush installed 6 feet on center and within the bounds of the property. Name of Applicant or Sponsor: Telephone: 516-697-9172 Mildred Pascucci E-Mail: N/A Address: 429 Highfielod Loop City/PO: State: Zip Code: Myrtle Beach SC 29579 1. Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, NO YES administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that ❑ may be affected in the municipality and proceed to Part 2. If no, continue to question 2. 2. Does the proposed action require a permit, approval or funding from any other government Agency? NO YES If Yes, list agency(s) name and permit or approval: SCDHS(BOR approval granted) ❑ 3. a. Total acreage of the site of the proposed action? 0.28 acres b. Total acreage to be physically disturbed? 0.28 acres c. Total acreage(project site and any contiguous properties) owned or controlled by the applicant or project sponsor? 0.28 acres 4. Check all land uses that occur on, are adjoining or near the proposed action: ❑ Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial ❑✓ Residential (suburban) ❑ Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): ❑Parkland n I 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? -'- El Fv El b. Consistent with the adopted comprehensive plan? f + ❑ ❑ f J NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? �f F � 7. Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? NO YES If Yes,identify: --✓- ❑ 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES ❑ ❑ b. Are public transportation services available at or near the site of the proposed action? ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑ action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements, describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No, describe method for providing potable water: R] ❑ 11. Will the proposed action connect to existing wastewater utilities? NO YES If No, describe method for providing wastewater treatment: _ 9 ❑ 12. a. Does the project site contain,or is it substantially contiguous to, a building, archaeological site,or district NO YES which is listed on the National or State Register of Historic Places, or that has been determined by the Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b. Is the project site,or any portion of it, located in or adjacent to an area designated as sensitive for a ❑ archaeological sites on the NY State Historic Preservation Office (SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain NO YES wetlands or other waterbodies regulated by a federal, state or local agency? Ri— b. Would the proposed action physically alter, or encroach into,any existing wetland or waterbody? ❑ If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres:T4ut S0-*%^• A- - t.4— 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: El 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 by the State or NO YES Federal government as threatened or endangered? 16. Is the project site located in the 100-year flood plan? NO YES ❑ R1 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, Fv_1 ❑ a. Will storm water discharges flow to adjacent properties? Q El b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ ✓❑ If Yes,briefly describe: 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon, dam)? If Yes, explain the purpose and size of the impoundment: ❑ F-1 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes, describe: ❑ ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed) for hazardous waste? If Yes,describe: ❑ ❑ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE � �►y�� Applicant./sponsor/name: Bruce A.Anderson, M.S. Date: 12-30-2020 'sAft 1 Sib afore° Title.-Agent M AY 1 0 2021 —r 1 PRINT FORM n..... -1 ,.47, MEMO TO: Elizabeth Cantrell FROM: Robert W. Anderson DATE: April 13th, 2021 Re: PASCUCCl/HANSEN-Historic Aerials Situate: 305 Narrow River Road • Orient, NY • 11957 SCTM#: 1000—026—03 - 011 Hi Liz, As per your request, please find five (5) color copies of the Historic Aerials depicting the subjec property and it's surrounding area. Best, w •- Robert rn Z U c W E C E W E � a U : . A P h 1 4 2021 VI i Southold'.Town �1 t' Board of Trustees � v5 M M W en E- w s.' /4 M r+1 2013 mr r •d _ (; - ,°� - 411 -7t I II �i..-I I ,,"^." / f- I. II �ii •, Ii. , I I � ''�'=tom '�-r .� zz 58L hljrkft Ffily Rcl r + 1�. - µ - ti i�• .. _ IF Il;r irR E r • ' _ Ii el'q hd 3:p Harbae Ponrd 07 �' }�,:'� f+�3+I�arlr�fir{ �'A •"t' i ` 'i �. .�. •T •_icer� t� A d�' � � � ry r ��'_� '4ih __�' �� �f 4 .. F r ' f'- 7 h J - '�.it - ,. f�_,i•JYy. g •� .. .� `�� •'�• �`"'a � t " '� f .,�. �',� ,;w '.s ria. �.^•-. f r ' • of 3 _ t'. •. _. ~'�, ,, . • r .. Uzi,. a. f; AW SOLIthoid Town Board of Trustees ` j O X\14.0 11 0 1 1 12.5 11.0 `"4 1 14. 8.5 x 8.0 .j - 'N� P� . r ('] 120 d 6.5 r 9.5 4.5 4.0 X70 AL FRAP C-E w E ., 5.5 R 14 2021 3.0 Southold Town Board of Trustees U.S. Fish and Wildlife Service National Wetlands Inventory Wetlands t r f" t' ra Ae 1:3,136 0 0.025 0.05 0.1 mi rya,Eurshsc7r GengraluNcs,CNES(Abbuf 0 0.0425 0.085 0.17 km RM sntl thn GIS t�fer Cumm+Inaly rl 1 April 13, 2021 This map is for general reference only.The US Fish and Wildlife �_ '-' Service is not responsible for the accuracy or currentness of the Wetlands base data shown on this map.All wetlands related data should reshwater Emergent Wetland �j�! Lake be used in accordance with the layer metadata found on the pp "i�^.i Wetlands Mapper web site. Estuarin MaF�N Cl�epwbter• reshwater Forested/Shrub Wetland Other Estuarin an t"e-�Uet ar}d -- J reshwater Pond Riverine �Qtlllb r — �Or'-f National Wetlands Inventory(NWI) This page was produced by the NWI mapper 1962 1 � :+�EI •iE�i 1 �I • ��II ul���i I-�I = 1 ��I I ail•i F,I y Lij blob, r r *J �aPfi fi 4 201"'1 Southold Town Show search results for 305 narrow ri. }c4o-�141G Rd Data Layers-CLICK ARROW ON LEFTTO EXPAND — 515 Narrnsv River Rd •,. � ►N1 TRANSPORTATION --` +✓ ELEVATION •.. ►}rj 10 Foot Contours 435 Narrrnv River Rd ► 5 Foot Contours ►M JURISDICTION ►jIl HEALTH&SAFETY 275 Harbor Rd 4 �.. IJ.fl,t•.rr-•i I ► INFRASTRUCTURE 305 Narrmv River Rd .uu,%LJes Biir ing Ground ►� � ENVIRONMENTAL ... M. rrbor Rd 170 Harbor Rd 200 Harbor Rd /-'�__3100 Harbor Rd _ 220 Harbor Rd 370 Harbor Rd 450 Harbor Rd r� luJ V E 150 Narrow River Rd APR 14 2021 Sotwthold Tauvri Board of Trustees Maim Diane From: Carolyn McLaughlin <carolynmclaughlin111 @gmail.com> Sent: Sunday, April 11, 2021 12:09 PM To: DiSalvo, Diane Subject: Fwd: 2 photos Narrow River Road Attachments: IMG_1274 jpg; IMG_4092.JPG Dear Ms. DiSalvo, For the March 18, 2021 Trustee hearing on the lot at 305 Narrow River Road, Orient, I submitted a letter, a few photos, and 2 videos. You wrote back that the videos could not be added to the file but you would share them with the trustees. Here are two still shots taken from those videos that I hope can be added to the file. Thanks for your help. Carolyn Carolyn McLaughlin 515 Narrow River Road Orient Sent from my Whone Carolyn McLaughlin ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i s -t _ • -` 'awe.- - -__ _ i a rr ' r iiiia •N1 l • '°�`� �'���,.�. .� �,!'f- ice �� r Y - , •.i..^ � Lwi. r fj � ��� • ��'��7 J:• reit. _ PA r 4 rr r }, � F�•� � 5� �t M1�~s`�'!'•}."'�_?�,�"�'It `�� „R�'r��.,� '�,fes//• � R#� .y ��. _ tl '*4 � � �• �+�°'' r � ��' `�4C� moi' '3�,'�.+4s? .ir��ii►�r �x�,�� "'+„� ,��- M .iso � ;�. r1;i'�'•. �• Vel, r�,-.s,,,�'� � � �3 �r r _ j+. L' .,; • �'i t '*r' ,+i''iy.r�. '+LT., •rte i Al Js J"" Google Earth Pro le Edit View Tools Add Help ' Search r vs� �� LI Map Options Page 5etxq... Print, Save POF_ X Legend Get Directions History r Places ti My Places ► d ED Sightseeingkur lD Temporary Places .33 Mile to br�c in coastal barrier beach 6'JrRe a desuiption for your m ep r Lavers ® Primary Database 0 Announcements ► Borders and Labels Places tine Path Pdygon Cirde 3a path 3D polygon ► _ Photos ® Roads Measure the distance between frao points on the ground ► ® � 3D Buildings ► Weather Map Length: C.33 Miles ► Gallery ► i--� More � d Length: 0.33 Terra n Heading: 120.74 degrees 0 Type here to search ,; El El a v --------------- Glenn Goldsmith, Presid Town Hall Annex 49 A.Nicholas Krupski, Vice President 54375 Route 25 John M. Bredemeyer III P.O. Box 1179 Michael J. Domino Y Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(63 1)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/-Fime-. 27/ Z Completed in field by: Suffolk Environmental Consulting on behalf of MILDRED PASCUCCI requests a Wetland Permit to construct a proposed two-story, single-family dwelling with the first floor area to include 518 sq.ft. of living space, a 1,445sq.ft. deck, a 70sq.ft. ramp, and 148sq.ft. of stairway; second floor to include 1,741sq.ft. of living space, a 345sq.ft. deck, 112sq.ft. of stairway, and 625sq.ft. landing; install sanitary system along the easterly portion of the lot; install 151 linear feet of retaining wall; place an approximate 370 cubic yards of clean sand surrounding the proposed IA/OWTS septic system; install a well; install a 30'x15' French drain 2 feet deep and construct a 560sq.ft. gravel driveway; landscape the property consisting of 2,600sq.ft. surrounding the house to be planted with red fescue, 6,600sq.ft. planted with Cape American beach grass; install three groupings of Atlantic Red Cedar and supplement plantings adjacent to the septic system with Groundsel Bush installed 6 feet on center and within the bounds of the property. Located: 305 Narrow River Road, Orient. SCTM# 1000-26-3- 11 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=� Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: 1 11 Unlisted Action Type of Application: —Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: J. Brederneyer 1/m. Domino G. Goldsmith N. Krupski V G. Williams Other Cantrell, Elizabeth From: William Moore <wdmoore@mooreattys.com> Sent: Monday, April 5, 2021 2:02 PM To: Cantrell, Elizabeth; Hagan, Damon; Michelle Pascucci; christine@hansen- architecture.com; ben@brharchitect.com; Bruce Anderson;Joseph Fischetti Subject: Pascucci SCTM 1000-26-3-11 Attachments: APRIL 5 LTR.docx Good afternoon Liz, Attached please find a letter for the Board of Trustees with respect to the Pascucci application. Kindly share it with the Board. Thank you. Bill William D. Moore Attorney at Law 51020 Main Road Southold,New York 11971 Tel. 631-765-4663 Fax 631-765-4643 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i William D. Moore Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631)765-4663 Fax: (631)765-4643 R" PR 2021 April 5, 2021 7MRTToa 13oar o "�r�slea By Email and Hand Delivery .. Glenn Goldsmith, President Michael Domino, Vice President John Bredemeyer Nicholas Krupski Greg Williams Re: Mildred Pascucci 30 Narrow River Road, Orient SCTM 1000-26-3-11 Dear Mr. Goldsmith and Town Trustees: We represent Mildred Pascucci,the owner of the above-referenced property. Construction of a single-family dwelling with sanitary system has been the subject of a thorough review and approval from both the Suffolk County Health Department and your Board of Trustees. The COVID pandemic and the health department approval process delayed the owner's ability to begin construction of the approved plans. In this period, the Trustee permit granted on July 17, 2019 expired on August 2, 2020. [This permit had been extended in accordance with the provisions of the Southold Town Code] The Town Code does not authorize your Board to extend the permit that was granted. As a result,the owner was compelled to apply for approval of exactly what you approved in 2019. At your public hearing on the "new"permit, Bruce Anderson of Suffolk Environmental Consulting, Inc. was asked to provide additional information. Specifically, you requested [1] a new test hole, [2] a wetlands/vegetative analysis and [3] a SEQRA Long Form EAF. There is no legal basis for these requests. The property has already had a test hole taken; you have this information, and the Health Department has already approved the well and the enhanced IA sanitary system. In 2016, Trustee Bredemeyer noted in the public hearing that the property has been the subject of"no fewer than three site visits by the Trustees."' You are fully aware of the wetlands present on this property. In the course of your numerous site visits,you found that the property is covered in wetlands. Nothing will be gained by performing yet another vegetation/ wetland analysis. And lastly, the request for a Long EAF violates SEQRA. Construction of single-family residences are expressly exempt Type II actions under SEQRA2 and are not subject to the environmental review process. There have been no change in circumstances, no change in conditions, and no change in the laws or regulations affecting this property. If the Town Code permitted an extension of the permit you granted in August 2019,the owner would be entitled , as a matter of law, to an extension of the permit. The Board's review and action on a permit, that is required solely because you lack the authority to extend the prior permit, must be governed by the same legal analysis that would be applied to an extension. On behalf of the property owner, we demand that you process the application expeditiously, and that you issue the wetland permit that is before you without further delay. Very truly yours, Vil)i&a . oore FRACrPJFRI ­, 5 2021 WDM/mr Soullrol °To^ rii Board of 1`rusteea Encl. cc: Mildred Pascucci Bruce Anderson, Suffolk Environmental Consulting Damon Hagan, Asst. Town Attorney 1 Town Trustee Public hearing minutes November 16, 2016. You have now been to the property at least four times. Z 6 NYCRR§617.5(C)(11)and (13) DiSalvo, Diane From: Jeanne Markel <jm.markel@gmail.com> Sent: Thursday, March 18, 2021 8:30 AM To: DiSalvo, Diane Subject: Fwd:Trustees hearing on 305 Narrow River Road, Orient Dear Ms. Disalvo, Please add my name to the signatories of the letter below. Thank you. Jeanne Markel 100 Harbor Road, Orient,NY ---------- Forwarded message --------- From: DiSalvo, Diane -diane,d alvo c rtowai.,sotitlaold lI .us> Date: Wed, Mar 17, 2021 at 8:16 AM Subject: RE: Trustees hearing on 305 Narrow River Road, Orient To: Carolyn McLaughlin pkat lq arr�clm aglumNM J I 1 @c ', l t or t` Receipt is acknowledged of your letter along with photographs, which I have printed out and made a part of this file. I have forwarded your attached videos to the Trustees to view. Please note there is no way for me to make the videos a part of this File, S o l,t.'l k o C P ow � it r t . e'p":, 1 From: Carolyn McLaughlin [mailto c ,tolygM lgMgbiiitulll rnagil.comI Sent: Tuesday, March 16, 20214:05 PM To: DiSalvo, Diane; Cantrell, Elizabeth Subject: Fwd: Trustees hearing on 305 Narrow River !Pond, Orient March 16, 2021 Board of Trustees Town of Southold Southold,NY 11971 Dear Trustees, We are writing to express our strong opposition to the development of the vacant lot located at 305 Narrow River Road. 2 This lot is wetlands Wetlands should not be developed. Even in dry times, parts of the lot remain wet. We have seen shore birds such as plovers in the lot. Over the years, this lot has steadily receded from a partially dry lot with questionable building potential to its current state, that of wetlands. It is likely that climate change has accelerated the inevitable, and the land must be assessed as it is now in 2021. It is unsuitable for development. The flooding along this end of Narrow River Road from the saltwater wetlands occurs all too frequently and is getting worse. Beach erosion is causing water to enter the saltwater marsh and flood the road and the lot more often. During Superstorm Sandy, the lot was covered in 3 feet of water. Many of the homes on the block had salt water in their wells for several years. The flooding resulted in the town constructing a berm and drain on the east side of the road as well as an end of road bulkhead of rock and sand. While helpful, these measures have not significantly lessened the common flooding from the marsh and the bay on this corner of Narrow River and Harbor Road and on the lot. This lot is freshwater wetlands The freshwater marsh is caused by rainwater accumulating in the lot as the ground is saturated, causing the standing water. Fresh water also comes up from the ground as the water table is very high and the land is low. For some of us we see this evidence of the high ground water in our "basement" crawl spaces from time to time or in the floor of our sheds. The combination of freshwater wetlands with saltwater flowing in from the marsh during storms causes the lot to be very vulnerable to flooding. The recent Board approval of construction on the adjacent site, which we understand is under a limited review for minor changes, seems to acknowledge that this corner lot is considered freshwater wetlands. [Tannenbaum, 435 3 Narrow Iver Road., Trustee Meeting 11 18 2020, pages ....................................... 80-83 of Minutes.] Advanced Septic Systems are designed to improve water quality on buildable sites—not to allow development on a degrading ecosystem we are trying to protect While these septic systems are designed to clean wastewater, this one would be sitting in sand on top of wetlands with a very high-water table. It is on the side of the property that is the wettest and closest to the marsh and the road. At times, the system will likely be sitting in water. The flow of the water is into the marsh and Hallock's Bay. The degradation of Hallock's Bay over time is a focus of the community—the loss of scallops and oysters and other life in the Bay reflects inadequate understanding and stewardship over a long period of time. Now that everyone is aware of the deterioration, the goal is to repair, restore, and protect. The siting of this septic system presents in our view an unnecessary risk that may contribute further to the problem. This proposal will cause harm to surrounding properties on Narrow River,Harbor and Douglas Roads The volume of fill required to hold the septic system that will be buttressed by a retaining wall will not solve flooding but will only displace water to neighboring properties and further along the roads. The water will have to go somewhere, and it can't drain because of the high- water table (reflected in photo 5). The impact of allowing any development of the site will irreparably harm others' properties. Others should not bear the brunt of development on an ill-suited site. The proposed 4 to 6 foot retaining wall of 150 feet in length is an affront to the unique beauty of Narrow River Road 4 Narrow River Road is unique and precious to all residents and visitors in Orient. It is enjoyed by many walkers, birders, bikers, scenic drivers, and locals every day or the year. Allowing the imposition of a retaining wall is antithetical to the beauty of Narrow River Road. Furthermore, it will impede visibility on the corner of Narrow River Road and Harbor Road. It will create an unnecessary danger, one which we are hopeful the highway department will be made aware. Climate Change is real in our corner of Orient We have all witnessed the advancement of the water over time; the washing out of the beach into the wetlands at the end of the Narrow River Road; the need for the new berms; the more frequent flooding; the high ground water, the new flood zone designations etc. Construction of a home on wetlands runs counter to all we are trying to preserve and protect. We have attached some recent photos of the road and lot for your review. We respectfully ask that the Board reject the application and formally designate the lot as Wetland. Sincerely, Carolyn and James McLaughlin 515 Narrow River Road Nina Eshoo 345 Douglas Road 5 Chris Oliva 615 Narrow River Road John Carter Jonathan Meniz 235 Douglas Road Chris Wedge 100 Harbor Road Catherine Matthews 275 Harbor Road Bea Lalli 1405 Narrow River Road Elizabeth Holtzman 2595 King Street Leslie Cohen and Cliff Cohen 1455 Narrow River Road Susan Forbes 1075 Narrow River Road 6 Babis and Josephine Maria Krasanakis 455 Douglas Road Larry Sutter 1245 Narrow Road The photos of the road show the flooding of Narrow River Road and the lot at 305 N grrow River Road during a storm (short video) and from regular high tide. One short video shows the drain on the Narrow River Road side of the lot with water at ground level. Three views of the lot showing that the lot is wetlands were taken in December 2020; one from Harbor Road, one from Narrow River Road, and one from 4`35, 'N'armNN, River Road. Cantrell, Elizabeth From: Catherine Matthews <upstatelass@hotmail.com> Sent: Tuesday, March 16, 2021 2:47 PM To: Cantrell, Elizabeth Subject: Fwd: Sent from my iPhone Begin forwarded message: From: Catherine Matthews <upstatekg'��1-41' _ ICIotICI.coJ!!> Date: March 16, 2021 at 2:38:40 PM EDT To: Catherine Matthews <qRstat t-qc 11�j�Pbo till�ai I-.c,-)—,,l> 1 —rcu our veyur 41 Erland Road Stony Brook,New York 11790 631-689-8996 wiaegerpe@gmail.com M`wcd-i i�, 7-Z;14 B ar" of Review, 9 o cwd 4 TI-u sl-e e s Gc r-��fl1 Dep, inert of a1;t,Services Division nv�ironntent Quality 360 Yap.JrSn venue Suite ` _ , a� ,N.Y. 119G�� b,�{ 5 a� �,�l oo����s� Re: Variance Hearing 1�4 SCDHS Ref. #RIO-15-0045; Ben and Christine Hansen Location: n/w/c Harbor Road&Narrow River Road, Orient- Southold SCTM# 1000-26-3-11 Dear Members of the Board of Review, On April 17, 2019 I read through the file for the above referenced application and performed an engineering field inspection of the subject property on behalf of Catherine Matthews,the northwesterly adjoining owner located at 275 Harbor Road, Orient,New, York. Based upon my ding of the file and field inspection T observed or determined the folio Groundw to Elevarlon/Soll Conditions 'The s'ijbject property a4d .djoibing properties have a very high water table. The test hole data shown on the survey of the Pascucci property reveals that groundwater was encountered at a depth of 2.6'which the surveyor denotes as being'at elevation 0.2' and then denotes this as being the "highest expected groundwater" elevation.The sanitary plans for this application were prepared by'Joseph Fischetti P.E. and denote that the highest expected groundwater to be at elevation 1.0',which I presume allowed for a variation (or increase) in the groundwater elevation. When I performed my field pection I found the groundwater elevation to be only 6" below the top of the casting on the e struc eat the comer of g Street d Harbor Road. e survey shows at the eet elevation adJ nt to s structure is 2.03'. !he to of the casbn 'is close o "srlaid. cvattc�n n ki �e " :o dwater elevation at the titre 6f ins ection o 1 1roxirnatel elevatior l.�`atd not levtion Oµ2 refer o to t test hdlg, The weather was clear at the time of my inspecfiian so I would expect that the "highest expectedgroundwater" would be at a somewhat higher elevation, on, probably closer.to elevation 2.0,not considering periods of coastalflooding. the DiSalvo, Diane From: DiSalvo, Diane Sent: Wednesday, March 17, 2021 8:17 AM To: 'Carolyn McLaughlin' Subject: RE:Trustees hearing on 305 Narrow River Road, Orient Receipt is acknowledged of your letter along with photographs, which I have printed out and made a part of this file. I have forwarded your attached videos to the Trustees to view. Please note there is no way for me to make the videos a part of this File. ,SOL,t kOLC. Tows. TrLt tees, .5-437-5 R.o i t e :2 .0r ILjq SovthoLot, NY 1-: 9,5:L From: Carolyn McLaughlin [mailto:carolynmclaughlin111@gmail.com] Sent: Tuesday, March 16, 20214:05 PM To: DiSalvo, Diane; Cantrell, Elizabeth Subject: Fwd: Trustees hearing on 305 Narrow River Road, Orient March 16, 2021 Board of Trustees Town of Southold Southold,NY 11971 1 Dear Trustees, We are writing to express our strong opposition to the development of the vacant lot located at 305 Narrow River Road. This lot is wetlands Wetlands should not be developed. Even in dry times,parts of the lot remain wet. We have seen shore birds such as plovers in the lot. Over the years, this lot has steadily receded from a partially dry lot with questionable building potential to its current state, that of wetlands. It is likely that climate change has accelerated the inevitable, and the land must be assessed as it is now in 2021. It is unsuitable for development. The flooding along this end of Narrow River Road from the saltwater wetlands occurs all too frequently and is getting worse. Beach erosion is causing water to enter the saltwater marsh and flood the road and the lot more often. During Superstorm Sandy, the lot was covered in 3 feet of water. Many of the homes on the block had salt water in their wells for several years. The flooding resulted in the town constructing a berm and drain on the east side of the road as well as an end of road bulkhead of rock and sand. While helpful, these measures have not significantly lessened the common flooding from the marsh and the bay on this corner of Narrow River and Harbor Road and on the lot. This lot is freshwater wetlands The freshwater marsh is caused by rainwater accumulating in the lot as the ground is saturated, causing the standing water. Fresh water also comes up from the ground as the water table is very high and the land is low. For some of us we see this evidence of the high ground water in our"basement" crawl spaces from time to time or in the floor of our sheds. The combination of freshwater wetlands with saltwater flowing in from the marsh during storms causes the lot to be very vulnerable to flooding. The recent Board approval of construction on the adjacent site, which we understand is under a limited review for minor changes, seems to acknowledge that this corner lot is considered freshwater wetlands. [Tannenbaum, 435 Narrow River Road, Trustee Meeting 11 18 2020, pages 80-83 of Minutes.] 2 Advanced Septic Systems are designed to improve water quality on buildable sites—not to allow development on a degrading ecosystem we are trying to protect While these septic systems are designed to clean wastewater, this one would be sitting in sand on top of wetlands with a very high-water table. It is on the side of the property that is the wettest and closest to the marsh and the road. At times, the system will likely be sitting in water. The flow of the water is into the marsh and Hallock's Bay. The degradation of Hallock's Bay over time is a focus of the community—the loss of scallops and oysters and other life in the Bay reflects inadequate understanding and stewardship over a long period of time. Now that everyone is aware of the deterioration, the goal is to repair, restore, and protect. The siting of this septic system presents in our view an unnecessary risk that may contribute further to the problem. This proposal will cause harm to surrounding properties on Narrow River, Harbor and Douglas Roads The volume of fill required to hold the septic system that will be buttressed by a retaining wall will not solve flooding but will only displace water to neighboring properties and further along the roads. The water will have to go somewhere, and it can't drain because of the high-water table (reflected in photo 5). The impact of allowing any development of the site will irreparably harm others' properties. Others should not bear the brunt of development on an ill-suited site. The proposed 4 to 6 foot retaining wall of 150 feet in length is an affront to the unique beauty of Narrow River Road Narrow River Road is unique and precious to all residents and visitors in Orient. It is enjoyed by many walkers, birders, bikers, scenic drivers, and locals every day or the year. Allowing the imposition of a retaining wall is antithetical to the beauty of Narrow River Road. Furthermore, it will impede visibility on the corner of Narrow River Road and Harbor Road. It will create an unnecessary danger, one which we are hopeful the highway department will be made aware. Climate Change is real in our corner of Orient 3 We have all witnessed the advancement of the water over time; the washing out of the beach into the wetlands at the end of the Narrow River Road; the need for the new berms; the more frequent flooding; the high ground water, the new flood zone designations etc. Construction of a home on wetlands runs counter to all we are trying to preserve and protect. We have attached some recent photos of the road and lot for your review. We respectfully ask that the Board reject the application and formally designate the lot as Wetland. Sincerely, Carolyn and James McLaughlin 515 Narrow River Road Nina Eshoo 345 Douglas Road Chris Oliva 615 Narrow River Road John Carter Jonathan Meniz 235 Douglas Road Chris Wedge 100 Harbor Road 4 Catherine Matthews 275 Harbor Road Bea Lalli 1405 Narrow River Road Elizabeth Holtzman 2595 King Street Leslie Cohen and Cliff Cohen 1455 Narrow River Road Susan Forbes 1075 Narrow River Road Babis and Josephine Maria Krasanakis 455 Douglas Road Larry Sutter 1245 Narrow Road The photos of the road show the flooding of Narrow River Road and the lot at 305 Narrow River Road during a storm (short video) and from regular high tide. One short video shows the drain on the Narrow River Road side of the lot with water at ground level. Three views of the lot showing that the lot is wetlands were taken in December 2020; one from Harbor Road, one from Narrow River Road, and one from 435 Narrow River Road. s it r � Y � r �' � ,�, ,, u� ..a" �7°"��, e� rr, „r;; � �, it ui i� i i%%�° r /a ��i'I //i �i%�'/% �� � / � �//%'iiia % r��//ir /lay t �%/���%I%i����!r%%/%/�%����r/jib �J j6 ��� /i%//r �l)� / i✓sol/%��i/���/rr/ /� ��/ � r �� /%, i/r//�i>�% ' '�,%i°„/';i/airy%�� if/!/ /�l ,, , 6 if " m �' fir� �u i ��'�� � i � i ^� r i + "'�..»' Po� � �" 4� �'n � t 9 � � ��r �" � J�41 p � � �` � � rep d" � 1 x � � w � ui "� r � � r�Po � y i ,�h�`" a� "Na �. ��a4 � �' ��Y �a � rr��rh� 4 4 �; w� ra b, � �r' �""w� l yr �'� (�a � � � ho. , � �a y ', ,�� �,� � � � rn .y � �„�� i � � � 9 r i f �, �i �. a � � �¢ P t� N,�,:, y�', �, i r i s,` �w �, � '� ,,,; „ �� �� ,, r, ��,�, ,,.� 6 n, ,. � ,, G ak�,, � �,"�." �, - R I '.,' p �' o �� �° � r � i -�nt a ,�, d ,,�� 1 i stud '�i�` a iu�v r��-'��� � SII n, u. 0� � I . If .q �u �n � i� � ,, � " � �� � s?��� � � ,fir ��Ihrc r„��. � � �� �� rel P.,- , ,��. ,�����rr''�/�'n�n!r,rr 1 %,;�/os � „�. ,�<� � �� 7 u mo a4„ i u rt c � r / � �II fG���� ry � %UV , f 9 V � E , Catherine Matthews Mui-rA�► l 6, �-o a 1 ,o►jIthoid Tran 275 Harbor Road Et arof Trustees �iH I -f►'nd Orient, NY 11957 Cri OYL*� yU 01v",dz^S 50 �I�a�f'S ZV•P 17�e� �h i �<o-lkL Ib,-Ao�l �Jd March 6 cvff Wh roi s h aNC b�e ve w�arc 4­6 4Z►►� C,�w b le wa+e4- 0 i,, 4,k, $aad aF 7rushee s q was pan . How (6 14 ivta i- ws � Y �l Sowero(J Tburn 51r 1Co✓� y 1 i+,� o f im�� wa�N.i- hay U f r o d e d v v tr + ryu) flu vvp-+Vy 0y, d oA 1 tik ►s 5,kc4JeIn I e ..: _ H. �,�, s�,,ay �� ��.,s��i�- � Baa �Y�• 1NV►y 7 Sc. tf fx+r-u S Cr RE: Proposed Variance for SCTM#: 1000-02600-0300-011000 yam _rVU�j k +4, 5 LVl vu+ 'YW5 is .y VIw c.FFOQ'+UM14f i� g"e Sam (r� Lclh cies I� e� -W"5 "v1,v�i Q w W-e k, Dear Mr. Lyons: V P le-a-s e btv i' i1v mad n e% . I last contacted you in 2017 regarding the above referenced lot at the northwest corner of Narrow River Road and Harbor Road in Orient. A variance was requested by Ben and Christine Hansen,who are not the owners of the lot, so that they could build a house on the lot.That variance was denied because of serious environmental concerns which included the size of the lot, and the proximity of the well and surrounding septic systems. Ironically,the proposal has reappeared under the name of the long-time owner of the lot, Mrs. Pascucci,this time with a new septic system proposed that they say is safe as far as its close proximity to wells.The problem now is that they would need to bring in 6.5 feet of fill and build a retaining wall on Harbor Road to accommodate the septic system.The amount of water that will be regularly displaced as a result of the added fill has nowhere to go except the roads, into the yards of the surrounding properties, and back into the wetlands directly across the street,taking with it any contaminants, killing shrubs and plants, and upsetting the delicate balance of an already fragile and threatened environment. The lot is under water at all times and has become a home for local species of flora and fauna -it has become an extension of the wetlands. I am providing photos with this letter to illustrate the extent of flooding that naturally occurs during a high tide and full moon. Any storm that occurs produces even more flooding. '" 1111,111iIIIII Page 2 Those of us who are long-time residents have seen the incredible changes in our area. Since Super Storm Sandy,those changes have had an even greater negative impact. If the disregard for the environment continues,the beauty and significance of this area will be lost forever. We have witnessed the erosion of half of our beach,the path to our private beach is rarely useable due to the fact that it's under water the vast majority of the time, our drinking water is threatened, and the approval of this variance would increase that threat dramatically and result in irreversible ecological damage. Sincerely, F() -:ofTrut EE 2OO Catherine Matthews EE hold Tern -�(. �vrc.L e Enclosure CC: Board of Trustees,Town of Southold, NY Jaeger P.E. L.S. y FM William L. gConsulting Engineer&Land Surve or41 Erland Road 1 1 2021 Stony Brook,New York 11790 631-689-8996 So thol(-J.Town wjaegerpe@gmail.com rd �f Trt stets �3 o cwd of I-k 5fie-es Z 1 W y n1 ri�v�-cry r A.5 itfoi1ow_ VIAS , WPM Re: Variance Hearing SCDHS Ref.#R10-15-0045;Ben and Christine Hansen Location:n/w/c Harbor Road&Narrow Liver Road, Orient- Southold SCTM# 1000-26-3-11 Dear Members of the Board of Review, on April 17,2019 I read through the file for the above referenced application and performed an engineering field inspection of the subject property on behalf of Catherine Matthews,the northwesterly adjoining owner located at 275 Harbor Road, Orient,New York. Based upon my reading of the file and field inspection I observed or determined the following: i �aundvvatcr El.evatian/Soil Conditions The subject property and adjoining properties have a very high water table. The test hole data shown on the survey of the Paseucci property reveals that groundwater was encountered at a depth of 2.6 which the surveyor denotes as being at elevation 0,2" and. thea denotes this as being the "highest expected groundwater" elevation. The sanitary plans for this application were prepared by Joseph Fischetti P.E. and denote that the highest expected groundwater to be at elevation 1.0"1 which I presume allowed for a variation or increase) in the groundwater elevation. When I performed any field, inspection I found the groundwater elevation to be only 6" below the top of the casting on he drainage structure at the corner of Ding Street and Harbor Road.The survey shows that the street elevation adjacent to this structure is 2.03`. The to ofthe castin is close to this road elevation makin the ouandwater elevation at the time of m in esti wn n Alorill712019M. roirnatelt elevation 1.5' and not elevation.0.2 reflected on sanitary rulan test hole.The weather was clear at the time of my inspection so I would expect that the"highest expected,groundwater" would be at a somewhat higher elevation, probably closer to elevation 2.0',not considering periods of coastal flooding. In the course of my inspection I also observed areas of ponded water on the road shoulder along the edge of the property as well as within the property itself. An examination of the soil boring depicted on both the survey and tantaPan1, of soil is "dark brown loam" (topsanthe next 3' is "brown reveals that the tOP e lower half of the "dark brown loam" strata, followed by a strata of silt" with water in th 9'. This soil condition is classic for a wetland. coarse sand to a depth of at least If the normal groundwater elevation is approximately 1,5,which I believe it is,then,it is my opinion that a minimum design value for the "highest expected groundwater" elevation would be at least 2.0' (and should likely be higher),which allows a half a foot above the normal groundwater elevation. If this groundwater elevation were used with the current sanitary design the top of the septic system retaining wall would be at elevation 7.5' and would result in a facial reveal of as much as 55, which is higher than the application states (see retaining wall detail attached). Additionally the retaining wall shown on the applicants sanitary plan has a footing, protruding 4' into the right of way,which am sure would not be permitted. If this design were amended and the footing were to protrude into the site the footing would be under the leaching area for the sanitary system and would impede the performance of the proposed sanitary disposal system. 3aration & Contamination The applicant proposes a well to cesspool separation distance of 877 for the Mrsre. Matthews well and 78' for the proposed on site well (see sketch attached). It is ported that both the existing well on the Matthews property and the well proposed for the subject property are or will be shallow wells with the top of their well screens being less than 40' into the water table which,by code,require a minimum separation of 150' from sanitary leaching. This separation provides for some aeration and the dilution of the sanitary effluent. The applicant is seeking a variance for a reduction in the required linear separation distance. For this type of application one normally considers the degree of variance to be the reduction of the linear distance etween the subject structures. In this case, for the Matthews property, it would be a redubction from the 15 0' required to the 8 8' provided or a 41%reduction or variance; which is substantial. However when the required separation is based upon the impact of the dilution of the sanitary effluent the volume into which the effluent is diluted governs the impact. Based upon a uniform depth of the impacted water table the dilution of the sanitary effluent is function of the area of the fluid(water) into which the effluent is diluted. For an equal amount of dilution in all directions,the total area for dilution of the sanitary effluent from the proposed sanitary system to a well located the 881 away would be 37,164 sq.ft. and for a well with a code compliant 150' separation would be 92,550 sq.ft. So in this case the reduction in effluent dilution would be 60%, or a 60%reduction from code. (Please see the sketch I have prepared which I believe will help clarify the issue) E C E D MAR "1 6 P,021 SOLIth,Olid Town Soprd f Trustees , .-2— Situ , ;Im„ileac system and the storm water e construction of the leaching portion of the sanitary befow such wire excavation of all poor draining material existing drainage will red e and silt strata) systems in other words a lull excavation of fire loads also iieiyaatofor structural reasons, importing of coarse.sand frit to facilitate drainage, nd reasons,the same loam and silt strata will have to be excavated adwelling and a ed with system compacted structural bearing material mer the proposed retaining wall. it strata of the proposed construction site are eaches very slowly hhavinglittle theproperty most of The upper so remains on the surface andand water falling en ' p ern the water table.however,the removal of the nonporous strata impact up d absorption replacement with well draining material will result in pr tab for both the�b sanitary and effluent and storm water and anincrease tin the local ernes during stogy events s will.have an adverse effect on both the adjoining prop adjoining properties. sanitary and drainage systems for Wiese there are a number of grading.issues with the site,particularly in the area of Additionally as well as the grading transition to the A oining the driveway and the French drain, complete imam,the applicant should be required to have a comp onto the property. s a with the topography extending ra hic surrey of theb�ect property complete topography,the topog p p .this compini portions of the adjacent propertieso and based upon len re pared mum applicant should provide a comprehensive grading p p P details for all of the that details the proposed dwelling and. grading scale of l""- + ) radia to the adjoining properties' proposed construction and the transitional'g g lm .acts to the ni hhorhood xo ements proposed by the Another consideration is the visual impact of all with a maximum facial exposure of T � application.The proposed concrete retairdng on the roperty line is visually obectionable even if landscaped the visual is located p t be e planting impact of the wall will.be substantia and.will certainly notuall her hazardousted due tots of""Beach Grass"" or other vegetation and the wall a ctu lot. impairment , ent of vehicular site distance as the property displeasing retaining wall,the proposed dwelling, as In addition to the aesthetically Proposed first floor area of approximately 2,11 sq. ft.,and shown on the plans,has p p residence area which could result in a home with a according to the. plans,is to be a -story area of over 4,00{1 s . .it is highly questionable whether a home of such sire total floor to for this" "by 1g" comer lot with an area.of only 1 , sq.ft. would be appr'OI, , e,shape and only ane accessible parking place plus the home appears to have a unique p 1 also observed that which will also adversely impact the character of the community• site is while the lot has an area of 1 , 0 sq,f.,the lot arca on the sanitary p ctl stated as � '� sq, .�s area should.be corrected s that any reviewing �r incorrectly ations on the correct lot ar " authorities are basing their dete �., i. C ��-�, 1g Southold Town oard of'T"wstees- ..,.�e Should the Board require any clarification or wish anything additional please feel free to contact me. Respectfully submitted. William L. 7aeger P.E.,L.S. m Wco -rNSP-SII A- o o-MAT'r s,(a -iia) FIR 1 �o�w, c� bra Board of Trut os -_i Glenn Goldsmith, o�"Osf (,� s _ Town Hall Annex A.Nicholas Krupski,V"President �� y�,� 54375 Route 25 John M. Bredemeyer III C P.O.Box 1179 Michael J. Domino 1- Southold,NY ,11971 Greg Williams 4,- dap! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Completed in field by: 4 Suffolk Environmental Consulting on behalf of MILDRED PASCUCCI requests a Wetland Permit to construct a proposed two-story, single-family dwelling with the first floor area to include 518 sq.ft. of living space, a 1,445sq.ft. deck, a 70sq.ft. ramp, and 148sq.ft. of stairway; second floor to include 1,741 sq.ft. of living space, a 345sq.ft. deck, 112sq.ft. of stairway, and 625sq.ft. landing; install sanitary system along the easterly portion of the lot; install 151 linear feet of retaining wall; place an approximate 370 cubic yards of clean sand surrounding the proposed IA/OWTS septic system; install a well; install a 30'x15' French drain 2 feet deep and construct a 560sq.ft. gravel driveway; landscape the property consisting of 2,600sq.ft. surrounding the house to be planted with red fescue, 6,600sq.ft. planted with Cape American beach grass; install three groupings of Atlantic Red Cedar and supplement plantings adjacent to the septic system with Groundsel Bush installed 6 feet on center and within the bounds of the property. Located: 305 Narrow River Road, Orient. SCTM# 1000-26-3- 11 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 ke Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: J l WC,�lam/ UQva �� �`�z✓�S I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: /"'J. Bredemeyer M. Domino G. Goldsmith N. Krupski G. Williams Other 8"t TOP WALL \N EL. of�'o,� IIA OWTS General Requirements EL. 6.5' E,�( ��� �o��. �ce, Busin1. esses)sanller of d Endorsement J (Innovative must 0andrrent Alternative Treatmuid Waste ent System cense suant to l staller)Cthroughter 563 Article the Suffolk Clountytic Department of ELEC. 5pt` 0 1 o Labor, Licensing and Consumer Affairs, pursuant to Suffolk County Code § 563-79(11) 1 The Department of Labor, Licensing, and # 5 REBAR PANEL �O �r�� �'� Consumer Affairs maintains a list of licensed I/A OWTS Maintenance Providers. © 18 0.C. 5 2. An executed Operation and Maintenance Contract between the Maintenance Provider and Property owner must be submitted to (horiz.) the Department 3. All installed I/A OWTS are required to have an initial 3-year warranty and operation/maintenance service contract. 20 AMP BREAKER 0 / q g pipes shall extend a 0 ,\Gj 4. When an I A OWTS requires a vent, the unit shall be vented to the roof of the residence being served. Vent EXTERIOR RATED minimum of 6 inches above the roofline and the top of the vent shall have a minimum horizontal separation of 12 inches to the sloped (n side of the residence and terminate a minimum of 18 inches above grade. These vent pipes shall be located a minimum of 3 feet from 3" VARIES ✓UNC71ON BOX BELOW 1 portion of the roof. In cases where it is not practical to vent the system to the residence roof, a vent pipe may be piped to the exterior V GRADE IN \\\� �� X 5 REBAR SPRINKLER BOX �O�Z\\,`Q. any window or doorway and must terminate with a carbon filter device. All vent pipes must have a minimum diameter of 2 inches. Z © 10„ O.C. Q. 5. Garbage grinders shall not be permitted when an I/A OWTS is utilized as means of sewage disposal. In addition, water softeners 0 (vert.) D/RAW OF FIRE X �� shall not discharge into an I/A OWTS. 6. Install I/A OWTS tanks according to manufacturers recommendations. All applicable recommendations provided by the Q GRADE VARIES \� -96 manufacturer shall be implemented Lo Lo __ I I I i 1-1111 X11111=1111 1=11111=11111=11111= 6 Q Q �I IIII 11- - 1 = y 7. The I/A OWTS tank shall be installed at level in all directions (with a maximum tolerance in any direction of +/ one quarter inch) O r - I � =11111-Til- - P CONTROL PANEL T �� on a minimum 3-inch thick bed of properly leveled and compacted sand (free from rocks) or pea grave J N r- =11 Milli - LL 48" # 5 DOWEL O III WIHP80 COMPRESSOR AIR PUMP 10" WITH HOOK 01 8. The top of the I/A OWTS tank shall not be located greater than 2.5 feet or less than one foot below final grade. �0 � � w Z 4" KEY NOTES-CONCRETE TO BE 3000 PSI O� �. O Electrical Requirements C�1 W > z 4' ELECTRIC RISER DIAGRAMAPPROXIMATE L---� 0f 2-STEEL TO BE 60 KSI O \-01 w LOCATION OF 1. Control Panels W 3 3-ENGINEER TO CERTIFY THE FINAL N .T.S. \ SANITARY SYSTEM a. All wiring and equipment are to be installed by the electrical contractor in accordance with the q - - CONSTUCTION OF RETAINING WALL AS 00 National Electric Code (NEC) and local codes. ... ID �TjQ b. The control panel box must be laced outside on a suitable pedestal near the structure that it serves. t''J (D O O REQUIRED BY HEALTH DEPT. O \ P p P 4::i 3 8 1`) \ J Alternatively, the panel box may be mounted on an outside wall of the structure (preferable a utility t� Orn O 10" O ENGINEER TO BE CALLED TO INSPECT THE O� f O (0 room, and nota living space). o 2 -4- REINFORCING BEFORE PLACEMENT OF CONCRETE o° �6' '`°!y ��p C. The control panel shall be placed at a comfortable height for access. M �I 48" d• The panel shall meet National Electrical Manufacturers Association (NEMA) 4X specifications. �-- 0"- 48" e. The conduit must have appropriate seals to prevent gases and moisture from reaching a \ 9J the control panel or)unction boxes. CID O # 5 REBAR ® 8" EACH WAY IN FOOTING C) S�P9 p f• Each systemshallbe equipped with a functioning warning system which will activate audible L4_ w O Z ���' O and visual alarms hat can be readily seen and heard by the occupants of the building served. CG FOOTING TO BE ON 3000#/SF SOIL �e`��.�Q Zig oW LO o� Q 2.Pumps, Blowers, Level Sensors, and Controls a. The electrical junction box serving the pump motor and floats must be watertight and f 85,3 located outside the I/AOWTS tank chamber. > b• The Department shall observe the pump system operate through a normal operating cycle. s, c. Inspection for leakage of the force main fittings will be made during the pump test procedure. APPROXIMATE SEPTIC SYSTEM RETAINING WAL_L_ �9� 57 LOCATION OF Do_�' SANITARY SYSTEM N .T. S . O '\ aFs�o�/ O 1 \t110 11\ 6� �15'00,�\ General Notes qy� 17q \ 5ti s� a ` 1. LOT AREA. 12,505 S.F. OR 0.29 ACRES e+C�Q�e T�RYSYSr<q�/0� 'D 2 STOR�C�OAO ss 6s2 0 , �` 2. SCTM//1000-26-03-11 CIO //�� �. ,S 7j0 S O QP 3. BOUNDARY AND TOPOGRAPHIC INFORMATION FROM A SURVEY BY Nathan Corwin Surveyor. LAST DATED 02/19/2016 & YOUNG & YOUNG `S p 9 j y t" so, (L3,�, 6�S Oc `'� o� DATED 10/24/17. ELEVATIONS REFERENCED TO THE NAVD 88 DATUM. CONCRETE „ 7`SO' ��Q Py 6F�� 'SAi X> 40 ^0 2A ��0� 4 OFLMATERIALS AND SOUTHOLD AND THE SUOFOFO KF COUNTY DEPARTMENT OFHEALTHSERVICESTHE TASDARDS REQUI EDD SPECIFICATIONS OF THE TOWN COLLAR 24 J � ��� BMJ S h "'o STOPPER END O� Q� (61 Is, 1 5. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. OR PLUG ?&y �� x ss- x8s G \�I p fit` THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE a2 vs �(1G TAR OG CONFORMED ACCORDINGLY IN THE FIELD. G 6. A MINIMUM SEPARATION OF TEN (10 FEET HORIZONTAL AND EIGHTEEN INCHES VERTICAL IS TO BE MAINTAINED BETWEEN RISER & COVER i � O ^' � ��-� l WATER LINES, STORM DRAINAGE AND OR SANITARY LINES OR STRUCTURES. ` �� �gofo 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. A3 � A 6 "•ati G , ' {AZ G 8. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY, STATE AND FEDERAL FIBER JOINT 0 C X o�'F�( 28j 6,i�' so %) F l� SITE. DEBRIS AND SHALL NOT BE BURIED CONTRACTOR HALL BE RESPONSIBLE FOR DISPOSING OFF ALL UNSUITABLE MATERIALS OFF . PACKING X\ p� 750 x .0 c o�'`D `�/ 9 F ALL PRECAST STRUCTURES SHALL BE APPROVED BY THE COUNTY AND COMPLY WITH THEIR REGULATIONS. S �O T ?S /�n. UJ O O O G JV 10• ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 28 DAY STRENGTH CONCRETE. Cl SEWER PIPE N/T.q�FO o C�140.0' I (TYPICAL) / J' 11. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS PVC PIPE D3034 I Q J < 1 p TOp CD 12. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE .. /y iQj V X1'9 OF TRANSPORT OF SEDIMENT TO OFF SITE AREAS, PONDS, DRAINAGE INLETS. THE METHODS AND MATERIALS EMPLOYED IN �- �°/ C° 36, ss�� C THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE NEW YORK GUIDELINES CI 3d' SDR 35 /%9 0�2 j er 1138 \ GO FOR EROSION AND SEDIMENT CONTROL. �/ Z J _ BEND TO SEP TIC \�� 2g31 <YB��QF `� 13. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95% MAXIMUM DENSITY AT THE OPTIMUM MOISTURE W Q 6' Tq� CONTENT AS DETERMINED BY STANDARD PROCTOR TEST. W J FROM DWELLING - TANK_ c�F�( liy�A�opo!tic z O OF�Tr C.L 600 PVC WYE C/ TO PVC O r�w�,//j 700�9�er w U HOUSE ADAPTOR h 0� 6 N APPROXIMATE O 9J 2j, LEGEND J LOCATION OF O Q SANITARY SYSTEM \St\1> / ^ Z V♦) r / O fQ� 0' '^ O � TOTO PPLL CID PROPOSED OO TO CLEAN OUT DETAIL_ WELL APPROXIMATE O 9J PROPOSED6 . 0+ = PROPOSED GRADE W X LOCATION OF SANITARY SYSTEM [1 0 N . T . S . SANITARY SYSTEM O M W 7 , 0' = EXISTING GRADE W IL 0 AREA CALCULATIONS W 1e' O ROOF DECK SF = 1 ,540 ROOF PLANTING SF = 588 '7 ME/! DECK SF = 362 0 SANITARY DESIGN t _ (� TOTAL SF = 2,490 SCALE : 1 ' 3 3 BEDROOM LOT AREA = 12,505 SF LESS THAN 2,501 SF ALLOWED THEREFORE OK HYDRO-ACTION AN400=440GPD NO SURFACE WATERS WITHIN 300 FEET (12,505 LOT X 20%) =2,501 SF PLC NP80 COPRESSQt LEACHING: TEST HOLE DATA 300 SF REQUIRED (5) GALLEYS 2.5' DEEP 2 EXPANSION GAL BY MCDONALD GEOSCIENCE ( ) GALLEYS 2.5 DEEP ® - B DATE.• 03/11/15 . . HOUSE CONCRETE COLLAR 63EL=2.8 0.0' WATER TIGHT FRAME & COVER - � rjP DARK F.F. EL. 10.5 W/ APPROVED LOCKING DEVICE > S BROWN STOPPER END PLUGCONCRETE COVER LOAM BELOW GRADEDRAWN BY: JF / LH (OL) 1 0, I EL. 8.5' FINISHED GRADE ' EL-1.8 I•E. _ EL. 7.0 0 III-n,.-IIII- - «2 ---60 -� BROWN 6.6' SILT 8'm/n. I VIII-III I-11111=11 IIII I = PITCH GRADE 5q 1, MIN. =1111 III IIIiIIIIIIII 1; MIN. W MIH 80 COMPRESSOR OTE PLC CONTROL PANEL (ML) 2 MAX 2 MAX EL=0.2 2.6' 4" SDR PIPE I.E., I.E., :.:.:<.:.:.:.. '.::;::.:.:.:.:.:.:;.:.:.:.:. :.:.:.:.:.:. FEB 10, 2020 CLEAN CUT 6.4 6.3 I.E. :1 :t i f = 2. 2.5' WM«6i X0' WATER IN 1 4" PER FOOT MIN. PITCH 1 8" PER FOOT MIN. ` '" ''' '' '''` 2.5' BILL OF MATERIALS BROWN FLOW 5.5 ITEM PIN DESCRIPTION DTr SILT MIN. 4 DIA. SANITARY PIPE LINE PVC WASTE LINE =1 ` ��-� �����-'��_� - :�> ::=. I- _CONTROL PANEL BC AIR PUMP ELEVATION HA-180053 AN400,245 NITROGEN REDUCTION COMPLETE 1 (ML) SDR 35 SDR 35 L- ` A 18DO52 TANK,PRE/PUMP 400 1 EL-1.2 4.0 _ - ' N.T.S. B 130002 KIT,SING 2 TANK CONNECTING STANDARD 1 • [61 LEACHING GALLEYS SCALE: AS NOTED C 100110 ASSEMBLY,RE-CIRCULATION 245 COMPLETE 1 EL. -=2.0 2.0' D AN400-P AN400 W/PLATFORM COMPLETE 1Jt- BROWN 13 1•O' 1111 (2' DEEP) E EC50-30-L-80-PLC OPS,EC50-30-L-80-PLC 1 WATER INI' I„=„ FINE ��� GROUND WATER - ,,,, „"'_ EL. 1.0 HYDRO-ACTION ILI_l X11111=iu 1-111a=uu-u,Ll=�I-1�J-" TED SHEET N O HIGHEST EXPECTED COARSE AN-440 I/A HIGHEST RECORDED GROUNDWATER III�IIIIJ1111�=11111=11111-11111=11111JTITI=11111I�" GROUNDWATER SAND "'I�IIIIt=IIII�IIIII-VIII- In- BACKFILL MATERIAL TO BE CLEAN SAND & GRAVEL -IIII1=ulll- EL=10.2 (SW) 13.0' SCTM #1000 - 216 - 03 - 11 HYDRO-ACTION AN400 DETAIL LEACHING GALLEY DETAIL AN400 245 NITROGEN REDUCTION SYSTEM COMPLETE Pro«,E w+�nN hya �tiDEr IPTL80053 305 NARROW RIVER RD AN-400=440 GPD SANITARY SEPTIC SYSTEM PROFILE ORIENT, NY N . T . S . ~ r� Syyr y y v~ ". 4 a Construction Notes 0- or �osT 1. All matenal proposed for this site shall be clean sand or bank run materials This matenal then to be covered with a thin z PERSPECTIVE VIEW layer of topsoil&seed ,\ roposed Well E Y •MINIMUM fa: 2.Any and all access to the site during construction must be ¢ Mo FENCE POST 219 A fK raised with an appropriate stone blend material suitable to WOVEN 10 FENCE protect the public road from silt and debris All silt fencing `�� w Z IB:e-Toi°a�rAT-T P P 9 ] Z FILTER CLOTH F must be tightly fitted to each end of the construction entrance 1 �� EE SDP a and maintained throughout the project — O w / \ 0 i 0O 0 EMBED FILTER CLOTH 3.Roof gutters and leaders&driveway drain to be connected to y ' Q) Q MIN.e•INTO GROUND + the perforated pipe installed In the perimeter of the French Z Co NOTE. Drain Ilt C3 MXIMUM DRAINAGE AREA / Fence IM ACRE/700 LINEAR FEET SECTION DETAIL / 61 L SILT FENCE DETAILS ,+� // h�y0&S�O/J�+e�sr /(a Fi ,O O z� ID P{ %SOI S br44 C ?.4• �. e4 h 4� 41 m IFN Y gs mma��En�" m�®vnmu yI C 111 c— e..® 76' e Six %�O G V W Section A-A 70 O Z Scale:N.T.Sf� � TOTAL ROOF DECK SF=1,540 LT z Lr) TOTAL PLANTING SF=588 1r , J p N V ,, TOTAL DECK SF=362 !^ Z C, �C9 7� \ ' TOA (-^ 2.4' =Existing grade TEST HOLE DATA C1 836, 2B3 ssq<< LL o� ��J +4' =Proposed grade = � f LLx 0 BY MC.DONALD GEOSCIENCE 0 8s sho n To be completed as ng from roof gutters nota. (L m DA TE. 03/11/15 O <Yq RFT required Infield W o D- F aR0,o., c EL=2.8 DARK0.0' Stormwater calculations �R� l� r E C E P W E BROWN LOAM Roof Area=1540 sf (OL) Planting Area=589 sf EL=1.8 1 0 Deck Area=2490 sf BROWN Total House Footprint=2490 sf L C SILT (ML) A,P EL=0.2 2.6' Roof Area=1540 sf x 2"=256.7 of y Sou iL WATER IN Driveway=56o sf x 2"=93.3 of Board �, r i BROWN C� , SILT Total Impervious Area=350 of storage required EL=1.2 (ML) 4.0' DRAWN BY:JF/RG French Drain System WATER IN BROWN 15'x 30'x 2'=900 of Jul 8,20`19 FITO NE900 cf x 40%=36o cf void storage Y COARSE SAND EL=10.2 (SW) 13.0' SCALE.AS NOTED Stormwater Management Plan SHEET NO. Scale:1"=20' LOT AREA=12,505 SF SCTM#1000-26-03-11 305 NARROW RIVER RD 1 ORIENT,NY SITE PLAN Scale: 1.0" = 20.0' N w 0 p.. ............. NATI' Groundsel Bushes FESCI -- NOTE: bushes to he planted 6.0'o/c within the boundaries of the subject property '* a Proposed � � ropose Z z Retaining Wall y u O o _ tZ r.. o QO q .moo •l c� 4 4 ; Q4 > Ln BEACH % 0 V M GRASS �► DEC ..:..'. ........ _ 131 +i .......... .............. O O °nATLANTIC Southold Cv� -t°o r --I of Tru tees u ti � RED CEDAR L'� o L (Plantings) E EXISTING Groundsel Bushes NOTE: Vegetation to be maintained, within the road Right- MAP NOTE: Prohibition of Sod for Entire Property Of-Way, and supplemented where needed(@ 6.0'o/c) A A U within bounds of property only. PLANTING SPECIFICATIONS : N Applicant proposes to implement this proposed plantingplan in order to establish new, and maintain existing� native vegetation thereon ° all following completion of improving subject property with a Single-Family Dwelling, Driveway, Sanitary System and Retaining Wall. Specifications are as follows: N ■ AREA of NATIVE FESCUE: The immediate area (2, 600 square feet ±) surrounding the Proposed Dwelling & Driveway is to be o established with Red Fescue (Festuca rubra) and maintained at a certain height via regular mowing. No fertilization is permitted within o this area. Recommended establishment procedure by the United States Department of Agriculture is via broadcast spreader at a rate of 4 4-4 pounds Pure Live Seed (PLS) per acre. o H w o W �j z � AREA OF BEACH GRASS: The majority of the remaining area of the property (6, 600 square feet) outside the footprints of the 7. z z improvements is to be established with Cape American Beach Grass Ammo hila brevili ulata . Recommended establishment procedure b H O Z p P ( p S ) p Y cn � c� z Q. the United States Department of Agriculture is via hand planting, creating 8" deep holes (minimally) @ 12" o/c (staggered) and inserting O H two (2) to three (3) culms per hole. 0.4 O w o � z a0 0 � Additionally within this area, groupings of Atlantic Red Cedars (Juniperus virginiana) are to be established in three (3) or more locations O U (not to be planted over the proposed Sanitary System), at 5.0' o/c ± @ 5.0' — 6.0' in height ±. o ►�� p • AREA OF EXISTING GROUNDSEL BUSHES: The area along the outward face of the proposed Retaining Wall contains existing Groundsel Bush (Baccharis halimifolia), which are to be maintained, within the road Right-Of-Way. Where needed within this area, O supplementary plantings of Groundsel Bush will be installed (@ 6.0' o/c), but only within the bounds of the property. o Please note that the majority of an area of existing area of vegetation along the northeasterly section of the property is to be maintained. V VMM N Also, please note that sod is prohibited for the entirety of the subject property. NIN­ r �y;L; orf V I r.f L Red Fescue Beach Grass Atlantic Red Cedar Groundsel Bush c Ammo hila brevili ulata (Festuca rubra) P 8 ) (Juniperus virginiana) (Baccharis halimifolia) oouthol n Board_of TrL tees c � E A cn A U o civ a 18'-0"MAX.C,to C. CV U O L n: GRADE LL LL fl(1 17 64— =w Construction NotesIn Q— coo 1. All material proposed for this site shall be clean sand or bank CG run materials. This material then to be covered with a thin �(�`:f z PERSPECTIVE VIEW layer of topsoil & seed. ^,\ roposed Well E Y l� C) i 36" MINIMUM 2 x 2 2. Any and all access to the site during construction must be �g, S Oa �' FENCE POST ^C� ' 2` 57O rR 0r- WOVEN r— raised with an appropriate stone blend material suitable to ( )I/_ X �v WOVEN WIRE FENCE protect the public road from silt and debris. All silt fercin '� ° or- (6 z (6 x 6 10l 10 WWF) p p g w FILTER CLOTH must be tightly fitted to each end of the construction entrance �, \CC\J >_ Z N and maintained throughout the project O G LLI O O EMBED FILTER CLOTH RgOF 3. Roof gutters and leaders & driveway drain to be connected to / W MIN. 6" INTO GROUND �h the perforated pipe installed in the perimeter of the French 4-1 / Z Drain NOTE: Silt L0 MAXIMUM DRAINAGE AREA / Fence o 1/2 ACRE / 100 LINEAR FEET SECTION DETAIL O SILT FENCE DETAILS ,�� / 00S��i�O S / 6 �O 4-a SCALE NTS O /'10' �1 2"fopsnil CD ToL rl-vation.4.3' '(/ L^, �� %'�° 0 0 0 0 0 o O O S6 (b� X Fdmr Fabric 8S vO fi"Pcrfnratrd pipe around perimeterofdmin. 2"minimum stone % S' O Connect roof and derve—ys O O O O O fines Bottom Elevation 2.3' O`� V '�' A 9'S � V ' ' •I A B pC tiUF �G ,h gcTCR0 Remove allimpenini. �� r AN9pp'V M� O� [/ material+backfill a��h 6+A �( 0 V J G�/ /\ ocean a,t,j,Y �r FIFO "� unrlwarr o.z' e .. 11 \ 7 ' o s° wao c z oSection A-A 7 Scale: N.T.S F o UJ �8/ TOTAL ROOF DECK SF 1,540 J LID TOTAL PLANTING SF = 588 w \ U JO TOTAL DECK SF = 362 Z doe cfl Existing grade COO 4 = (0 TES T HOLE DATA r +4' = Proposed grade W x0 6 s Z O m O Piping from roof gutters not BY MCDONALD GEOSCIENCE 8 \�-- shown. To be completed as a DA TE. 05111115O O,9� �F� required in field. W EL-2. 8 0. 0' Stormwater calculations 0, �0 DARK �Tr BROWN LOAM Roof Area = 1540 sf (OL) , Planting Area = 589 sf EL= 1. 8 1. 0' • Deck Area = 2490 sf BROWN Total House Footprint = 2490 sf NE SILT 'rHn (ML) ti, EL=0.2 2 6' Roof Area = 1540 sf x 2" = 256.E cf 4y li Driveway — 6o sf x 2" = f WATER IN — 5 93 3 o BROWN G r 5251 SILT Total Im Impervious Area = (ML) , P 350 cf storage required o�,, :s►oN EL= 1.2 4. 0 French Drain System DRAWN BY: JF/ RG WATER IN BROWN FINE 15' x 30' x 2' = 900 Cf July 8, 2019 TO 900 cf x 40% = 36o of void storage COARSE SAND EL= 10.2 (SW) 13. 0, SCALE: AS NOTED Stormwater Management flan SHEET NO: Scale: 1"=20' LOT AREA = 12,505 SF SCTM #1000 - 26 - 03 - 11 305 NARROW RIVER RD ORIENT, NY i Carolyn & James McLaughlin 111 Pennsylvania Ave Yonkers, NY 10707 February 8, 2021 TO: Town of Southold Board of Trusteesfig l�! 01 RE: 435 Narrow River Road, Orient Southold Town To Whom It May Concern, Baard of 71 S As the owners of 515 Narrow River Road, Orient, we are writing with respect toa Town- Wetlands Permit that was recently issued to our southerly adjacent neighbor, Abby Tannenbaum, authorizing demolition of the existing dwelling and construction of a new dwelling. Subsequent to the public hearing held by the Board of Trustees, which we attended virtually, we notified our neighbor that we came to realize that the location of the drinking water well on our property was incorrectly depicted on the site plan submitted to the Board. We have since been advised that Ms. Tannenbaum's site plan has been revised to reflect the correct location of our well and to modify the locations of her proposed sanitary system and well. We also understand that Ms. Tannenbaum will be submitting an application to the Board of Trustees to amend her permit to reflect these changes. In that regard, we are writing to advise the Trustees that we have been presented with and have reviewed the revised site plan prepared by TF Engineering, PLLC, last dated February 2, 2021, and can confirm that the site plan does now accurately depict the location of our drinking water well. Since r ours, Car6lyry'McLaughild SJWMcLaugh4lr� --- — a Irk IN y y 40 1.7 jr r - n �' x r ,t,-�`«.• ,f _ •'sib sr . gJ r F Y • :.4 _ s •� .�#'*�, . w _ f I �� 31 ° q. ,' x ?� dA, �. 4 jy[ C �,� • ". Y FAR� ^����w � . ♦ 3 ¢ ..� ' . �. F i of r PASCUCCI Property — Aerial View of Proposed Dwelling Situate: 305 Narrow River Road • Orient, New York • 11957 SCTM#: 1000-026-03-011 Drawn By: R.W.A. Suffolk Environmental Consulting, Inc. Date : 12-30-2020 Scale: 1" =30' Comments: Aerial image taken from Google Earth® P.O. Box 2003 • Bridgehampton, NY • 11932 (631) 537—5160 PASCLICCI Property Situate: 305 Narrow River Road • Orient, NY ' 11957 SCTM#: 1000—026—03— 11 (Photographs taken on December 301h, 2020) •� •/. i ,� � ; '' °, jam/ '•lA, `i L V '• 1�� /'�p♦♦+p���)'i�9. � °��f jr JWU IFF 10 MUQ IN ONT �rcL-`',_ , ,, {1i ��..; ,, \, � , .� .M ''eft /�!*'' ,{ k/I"'fi} '!y I? r �T15 } `/ �•� h '� fes;., i." �.� •'�. �� .i�w 1i' '�� fir' C• '` +,�� .i. � � j ', ,R ��• � 1� rir� �. .� �. 'r �.Vit: i���l r 1! 'v � , •t.�i'� , �. a .�" ��C4 \ ,d,1�$ zL �t ♦��1 �+�� v, r <•� 'wr'� �Y ��' as?l�a' '�.. _raif `r i'Y �� °r. :1'2,1 �-�% , �� 13. : s 1 ' i'� ) �.. \+�j�J e., .�� /, t+t►'a 4 '1l r y�� �� �► N `fir. ri. °�g.�9�;-� ��_A{ •� �� � .7L�. /{'� �� 1 �a M -• ' N`� �� 10 all, At �t1�h � ?C 4479 The photograph above (taken facing northwest) depicts the southwest corner of the proposed dwelling. PASCUCCI Property Situate: 305 Narrow River Road • Orient, NY 11957 SCTM#: 1000— 026—03 — 11 (Photographs taken on December 301h, 2020) r� f 1 ' 1 �b ,t` `'�", .fpr i - "� �• a `N The photograph above (taken facing east) depicts the southeast corner of the proposed dwelling. r 0. PASCUCCI Property Situate: 305 Narrow River Road • Orient, NY 11957 SCTM#: 1000-026 -03- 11 (Photographs taken on December 30th, 2020) �C r4� �•��3A�,y f ;�P!ti i 7 4- . a'L- `_ i.- ti ! .. �fE Rei'� r'"� � a•� y t. Ir 'tl l f a• �ti .,►1 alr IOW,• 4. .. �, 1� ! � ,� ' ''i>•"4l. _ �5'It>f:h, j� iCrJ 1„kti •,`�, �w - . �►• '�y'�`' �r ., �. 40 Yom. t f''�J ��E�\ +� �,�\�' -Nr �� ���•+ , � �r' I �� - ,�' �� lk�r. ..�rte/,•' j�-0� �` �. P` y A The photograph above (taken facing northwest) depicts the northeast corner of the proposed dwelling. PASCUCCI Property Situate: 305 Narrow River Road • Orient, NY 11957 SCTM#: 1000—026—03— 11 (Photographs taken on December 3001, 2020) 7 9 IL 1 4 r � t ���" ♦"rl,`. 1 y �" t e t` t � �a� � 2{.� � t � � �.e j ri ,p a `,1.11 •7 } Y ,{1 1� M1 .J It �'s� � Vii•'{�r/. A s yti €r. �` "? .��✓• P,.��" t A�' "��+�''�J,�j�.���'..a r F� �`,y �16tt%��l,�l if.9��ryY`��',�ti:�•:�i,.�' �y •{ 'j {,k l.� �,�`°••._ yr ����1.���.'�'�{e�C �,,���,/I;��r:Yr '.���A`ij� t���`���k �.� ��'i%�,��F� ®t .sd!W[.cj-.'�fy` 1j��1d RSIX -,� '_��4 �+���♦�j►�+ yti jet��(n.,]�` ^i��� �3��" � .�PAW. t._� .. h .•f. sT l� ';, � }.' ty � r» �� .",ryag���tr,J,�•t� :�;` ,,. � tadt*t .jd`t P/'ISR A ,�'S- ➢.,:L �1:iti; wx �,. e� -�/�wr'�t ��tv,4nfta '!'"'ii is ,1•'S}.'. `'Y 14 R' ''ae,. r � " .�•� x ���yt \ `^'*� `'1�� �� kI, The photograph above (taken facing west) depicts the northwest corner of the proposed dwelling. PASCUCCI Property Situate: 305 Narrow River Road • Orient, NY 11957 SCTM#: 1000—026—03— 11 (Photographs taken on December 30th, 2020) v { A k, r e Q t. The photograph above (taken facing south) depicts the northeast corner of the proposed dwelling. PASCUCCI Property Situate: 305 Narrow River Road • Orient, NY 11957 SCTM#: 1000— 026—03 — 11 (Photographs taken on December 30t11, 2020) P. r r Yh WV aF 10 The photograph above (taken facing west) depicts the northeast (foreground of photo) and northwest (background of photo) corners of the proposed dwelling. PASCUCCI Property Situate: 305 Narrow River Road • Orient, NY 11957 SCTM#: 1000—026—03— 11 (Photogra hs taken on December 30th, 2020) { IV J M °` y R x "` The photograph above (taken facing west) depicts the subject property as seen from Narrow River Road. PASCUCCI Property Situate: 305 Narrow River Road • Orient, NY 11957 SCTM#: 1000-026-03- 11 (Photo ra hs taken on December 30fl', 2020) i r � a a ary e The photograph above (taken facing north) depicts the subject property as seen from the corner of Narrow River Road and Harbor Road. s _— j . 35£ s a �• _ a waw Z- t>A 6 I � e uA 6 w 1` SZ = nn IAA13 +a\ 1M 89 +6? m 122 iq - + � 12.1 M O 32 t u 29 w (vat.oft) 28 21 v gS. 36 g 39.1 23 1.0A 22 11 — wNG +3 t +a b + - �9 r•NA :3e.1e'- p �p /3.6 4 • 3 M 1.QA _ Y', 1.tA(c). V ++ 39.12 Z S 1.1110 +0 39.11 4111. 3kU i 4= IAA 45 i41 6+ `9 :16 ., 'C, wL 5. 20 23 M. /' yy 0 6 1f 1{l p 2 27.1 3.3A(c) \ `-i to 12 .� __ '� ``.�.�` � •req Y' �� �lssaez � - COUNTY OF SUFFOLK.© nonce a.f w o.. tqr- ory ra N sscn _-- 1:,Nn) Real Property Ax Service Agency - wlalawa�.wlevuwa sAtE aa. r aw.r W E oisrwanlaaor Axrroala Of— v —or Qourm" 026 aro $w*.A..f!d"n➢m' SIROLK W111Y TAx uw 6 gi0lwaED A (21)„ --,—— —--•»—— ____— -. F.r S ar-wL mo-eav rAlc st3en� v OFFICE LOCATION: � xn MAILING ADDRESS: Town Hall Annex � � � P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) i 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: March 15, 2021 Re: Local Waterfront Coastal Consistency Review for MILDRED PASCUCCI SCTM# 1000-26-3-11 In 2019 a similar action was found consistent and an amendment to Wetland Permit(8920) was issued, however based on better available information 1 am now recommending this action and INCONSISTENT with the LWRP. Suffolk Environmental Consulting on behalf of MILDRED PASCUCCI requests a Wetland Permit to construct a proposed two-story, single-family dwelling with the first floor area to include 518 sq. ft. of living space, a 1,445sq.ft. deck, a 70sq.ft. ramp, and 148sq.ft. of stairway; second floor to include 1,741 sq.ft. of living space, a 345sq.ft. deck, 112sq.ft. of stairway, and 625sq.ft. landing; install sanitary system along the easterly portion of the lot; install 151 linear feet of retaining wall; place an approximate 370 cubic yards of clean sand surrounding the proposed IA/OWTS septic system; install a well; install a 30'x15' French drain 2 feet deep and construct a 560sq.ft. gravel driveway; landscape the property consisting of 2,600sq.ft. surrounding the house to be planted with red fescue, 6,600sq.ft. planted with Cape American beach grass; install three groupings of Atlantic Red Cedar and supplement plantings adjacent to the septic system with Groundsel Bush installed 6 feet on center and within the bounds of the property. Located: 305 Narrow River Road, Orient. SCTM# 1000-26-3-11 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 action is INCONSISTENT with the Policy Standards 4 and 6 and therefore is INCONSISTENT with the LWRP. This determination is based upon the following: 4.1 Minimize losses of human life and structures from flooding and erosion hazards. According to the Suffolk County Hazard Mitigation Tool the parcel and area (including roads) are susceptible to flooding. The parcel is located within: 1. 1% (100-Year Flood Zone) and 0.2% (500-Year Flood Zone) Annual Chance Flood - DFIRM ID: 361030 FEMA flood zone AE El 6. 2. Storm Surge Zone—the parcel is expected to flood during a Category 1 Hurricane and storms. 3. Extreme and High - NYDOS Costal Risk Hazard Area a. Extreme Risk Areas are ,areas of frequent inundation. b High Risk Areas are areas outside of Extreme Risk Areas that are currently at infrequent risk of inundation or at future risk of sea level rise. It is expected that the property will be inundated during storms and in most hurricanes (SLOSH Model). sea level rise will also adversely impact this parcel in the future. 4. Move existing development and structures as far away fronn flooding and erosion hazards as practical. Maintaining existing development and structures in hazard areas may be warranted for: a. structures which functionally require a location on the coast or in coastal waters. The single-family residence proposed does not require a location on the coast or in coastal waters b. water-dependent uses which cannot avoid exposure to hazards. The single-family residence would be frequently exposed to hazards. Hydrological conditions of properties change over time and shallow depth to groundwater has been recorded and is expected. The test hole conducted in 2015 should be updated.. The location of the I/A OWTS is located in an area with high groundwater, expected to flood and closest to surface waters. To meta Policy 6, it is recommended that the Board re-assess the soils, vegetation and hydrology on site for a wettandi system, especially in the area adjacent to ling Street. 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 'Suffolk Environmental C®nsuIfing, Inca Newman Village Suite E 2310 Main Street PO Box 2003 © Bridgehampton NY 11932-2003 t 631.537.5160 f 631.537.5291 Bruce Anderson,M.S.,President HAND DELIVERED February 19, 2021 Board of Trustees qR Town of Southold P.O. Box 1179 FEB 1 92021 Southold, NY 11971 Southold Town Board of Trustees RE: Pascucci—Proposed Dwelling Situate: 305 Narrow River Road • Orient SCTM#: _ 1000—026—03—11 Dear Members of the Board, As a follow-up to our filed application for the property owner referenced above, I enclose four revised site plans prepared by Joseph Fischetti, P. E. dated February 10, 2020. The revisions to the plan are limited to the coverage calculations that were requested by the Town's Building Department. By copy of this correspondence and as supplemented with an additional copy of the site plan, I am requesting that Amanda Nunnaker, of the Southold Building Department verify that the project as proposed complies with the Town's Zoning Code so that our application can proceed. Yours truly, Bruce A. Anderson Cc. B. Hansen Glenn Goldsmith,President *QF so(/ry Town Hall Annex Michael J.Domino,Vice-President h®� ��� 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams �� Fax"(631) 76,5-66.4L_ BOARD OF TOWN TRUSTEES .JAN - 6 2021 - TOWN OF SOUTHOLD TO: SOUTHOLD TOWN BUILDING DEPARTMENT RE: VERIFICATION OF BUILDING DEPARTMENT PERMIT REQUIREMENTS" `Properi'Owner NarXie: {} -=, Dat491'6:B1dg.,`Dept: The Office of the Board of Trustees is forwarding the above referenced application for verification of the Building Department'spermittina requirements stated below: Y_ES/ NO V Will the proposed project require a Building Permit? Will the proposed project require a variance determination from the Zoning Board of Appeals? ' Will any part of this application'be considered,a,,Qe Tolition as described under Town Code? - COMMENTS: AM04 n ture o eviewer Date / �g�FFO�k Peter Young,Chairman 4 Town Hall,53095 Main Rd. Lauren Standish,Secretary 0 P.O.Box'1179 !► `F Southold;NY 11971 ��/�� �` Telephone(631)765-1889 Fax(631)765-1823- Conservation 65-1823Conservation Advisory Council Town of Southold i. At the meeting of the Southold Town Conservation Advisory Council held Wed., February 10, 2021 the following recommendation was made: Moved by John Stein, seconded by Carol Brown, it was RESOLVED to SUPPORT the application of MILDRED PASCUCCI to construct a proposed two-story, single-family dwelling, decks and stairways; install a sanitary system along the easterly portion of the lot; install 151 If. of retaining wall; place approx. 370 cy. of clean sand surrounding the proposed IA/OWTS septic system; install a well, install a 30'X 15' French drain 2' deep and construct 560 sf. gravel driveway. Landscape property consistent with landscaping plan consisting of red fescue, Cape American;Beach grass, and install three groupings of Atlantic Red Cedar and supplement plantings adjacent to the septic system with Grounsel Bush installed 6' on center and within the;bounds of the property. Located: 305 Narrow River Rd., Orient. SCTM#26-3-11 Inspected by: Carol Brown, John Stein The CAC Supports the application using best management practices for the IA/OWTS septic system. Vote of Council: Ayes: All Motion Carried �u o Tower Rall Annex elle l J.Domino,President John M.Bredmneyer 1.1,10 Vice-Pre�adent � 's � ���. 375 Route 25 PD.Brix 117' Charles J.Randers 31 � Southold,Now"Fork 11971 k Glenn Goldsmith � �� � f�� Telephone(631) 766-1892 A.Nichol IKr paid � xil�` Fax(631)765-6x641 x °' , v � BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only Coastal Erosion Permit Application X Wetland Permit Application _ Administrative Permit Amendment/Transfer/Extension Received Application: 12. 1.20 j�zReceived Fee:$ 2Q Completed Application: •Z 14 n Incomplete: _ UVJ SEQRA Classification. Type I Type ll Unlisted �Coordination:(date sent) DEC LWRP Consistency Assessme t Form: CAC Referral Sent: q 021 Date of Inspection /��oZ1 Southold Town Receipt of CAC Report: Board of Trustees Lead Agency Determination Technical Review: Public Hearing Held: bie Resolution: 21Is•!a � I— ' Name of Applicant Mildred Pascucci Address 429 Highfield Loop, Myrtle Beach, SC 29579 Phone Number: (516) 697—9172 Suffolk County Tax Map Number: 1000— 26—03 — 11 Property Location: 305 Narrow Rivdr Road - Orient -New York (provide LILCO Pole#, distance to cross streets, and location) AGENT: Bruce A. Anderson- Suffolk Environmental Consulting, Inc. . (If applicable) Address: P.O. Box 2003• Bridgehampton, NY 11932 Phone: (631) 537—5160 31���� Board of Trustees Application GENERAL DATA Land Area(in square feet): 12,505 square feet+ Previous use of property: Vacant Intended use of property: Residential Covenants and Restrictions: Yes X No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? X Yes No If"Yes",be advised this application will be reviewed by the Building Dept prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals Yes X No If"Yes",please provide a decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes X No Does the structure (s) on property have a valid Certificate of Occupancy? X Yes No Prior permits/approvals for site improvements: Agency Date Trustee Permit No. 8920 November 16,2016 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): Applicant Proposes to construct a Proposed two-story, single-family dwelling with the first floor area to include 518 ft.2 of living space, a 1445 ft.2 deck a 70 square-foot ramp, and 148 ft.2 of stairway; second floor to include a 1741 ft.2 of living space a 345 square- foot deck, 112 ft.2 of stairway, and a 625 square-foot landing; install sanitarsystem along the easterly portion of the lot; install 151 linear feet of retaining wall; Place and approximate 370 yd.3 of clean sand surrounding the Proposed IA/OWTS septic system; install a well,install a 30'x 15' French Drain 2 feet deep and construct a 560 square-foot gravel driveway. Applicant would landscape the property consistent with the submitted landscaping plan consisting of 2600 ft.2 surrounding the house be planted with red fescue 6600 ft.2 the plan with Cape American Beach grass, install three groupings of Atlantic Red Cedar and supplement plantings adjacent to the septic system with Groundsel Bush installed 6 feet on center and within the bounds of the Property. Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purposes of proposed operations: A1212licant proposes to construct a two story single family dwelling with attached deck, driveway, sanitary system and well for residential use. Area of wetlands on lot: 0 square feet Percent coverage of lot: 20.0 % Closest distance between nearest existing structures and upland edge of wetlands: 0.0± feet (Existing steps) Closest distance between nearest proposed structures and upland edge of wetlands: 30.01 feet (proposed dry well) Does the project involve excavation or filling? No X Yes If Yes, how much material will be excavated? J How much material will be filled? 373 (cubic yards) Depth of which material will be removed or deposited: 2.5:L feet Proposed slope throughout the area of operations: 0-10° (flat) Manner in which material will be removed or deposited: Backhoe Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): The addition of the new innovative alternative, nitrogen reducing_septic system as well as the French drain aloniz with the installation of native plantings will protect the environmental well-being of Orient Harbor. Short Environmental Assessment Form Part I -Project Information Instructions for Completing Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information Name of Action or Project: Pascucci Project Location(describe,and attach a location map): 305 Narrow River Road,Orient Brief Description of Proposed Action: Applicant proposes to construct a proposed two-story,single-family dwelling with the first floor area to include 518 ft z of living space,a 1445 ft.'deck a 70 square-foot ramp,and 148 ft.z of stairway;second floor to include a 1741 ft.z of living space a 345 square-foot deck, 112 ft.z of stairway,and a 625 square-foot landing;install sanitary system along the easterly portion of the lot;install 151 linear feet of retaining wall;place and approximate 370 yd.1 of clean sand surrounding the proposed IA/OWTS septic system;install a well,install a 30 ' x 15 ' French Drain 2 feet deep and construct a 560 square-foot gravel driveway. Applicant would landscape the property consistent with the submitted landscaping plan consisting of 2600 ft.'surrounding the house be planted with red fescue,6600 ft.2 the plan with Cape American Beach grass,install three groupings of Atlantic Red Cedar and supplement plantings adjacent to the septic system with Groundsel Bush installed 6 feet on center and within the bounds of the property Name of Applicant or Sponsor: Telephone: 516-697-9172 Mildred Pascucci E-Mail: N/A Address: 429 Highfielod Loop City/PO: State: Zip Code: Myrtle Beach SC 29579 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval: SCDHS(BOR approval granted) ❑ 3. a.Total acreage of the site of the proposed action? 0.28 acres b.Total acreage to be physically disturbed? 0.28 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.28 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial ❑✓ Residential(suburban) ❑Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): ❑Parkland Page 1 of 3 SEAF 2019 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ FV] ❑ b. Consistent with the adopted comprehensive plan? ❑ ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ❑ ❑✓ 7. Is the site of the proposed action located in,or does it,adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: ❑ \ , NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑ ❑ b. Are public transportation services available at or near the site of the proposed action? ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑ action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: Ft/1 F 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: P] ❑ 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑✓ ❑ 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places?. b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive fo'r ❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ If Yes,identify the wetland or waterbody and extent of alterations insquare feet or acres: Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: ❑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 by the State or NO YES Federal government as threatened or endangered? ❑ ❑ 16. Is the project site located in the 100-year flood plan? NO YES 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ a. Will storm water discharges flow to adjacent properties? ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ ❑✓ If Yes,briefly describe: 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: ❑ .1.9. Has the site of the proposed action or an adjoining property been the location of an active or closed;solid waste NO YES management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed) for hazardous waste? If Yes,describe: I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: Bruce A Anderson,M.S. Date:' 12-30-2020 ZM Signature o Title:Agent PRINT FORM Page 3 of 3 Ager cy Use Only [If applicable] Project: Date: Short-Environmental Assessment Torin Fart 2 -Impact Assessment Part 2 is to be completed by the Lead Agency. Answer all of the following,questions in Part 2 using the information contained in Part I and other materials submitted by in 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,oi- Moderate SIM-111 to large impact impact may 11hly occur occul, 1� Will ihe propo�,cd a0 ion create a material conflict with an adopted Eind use plan regulatiolIS9 2. Will the proposed action result in a change in the use or intensity of use of land? EZr 1:1 ­ �.......... ........­­'­.................. ...... ........... 3. Will the proposed action impair the character or quality of the existing community? Ez Li ............ ........ .......... 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 I the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway?............ ................... 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? El .............. ............. 7. Will the proposed action impact existing: a.public/private water supplies? El b.public/private"wastewater treatment utilities.? El ...................... ...... .... . .......... S. Will the Proposed action impair the character or quality of important lustoric,archaeological, architectural or aesthetic resources? El 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies, groundwater, air quality,flora and fauna)? El F] ..y................... ..... -------..... 10. Will the propose-d action result in an increase in the potential for erosion,flooding or drainage problems? -------............ ..........................................................__......__------___ EJ 11. Will the proposed action create a hazard to environmental resources or human health? ,=PRIINT FORM Pane I oft SEAF 2019 Agency Use Only[If applicable] Project: Date: Short Environmental Assessment Fori Part 3 Determination of Significance For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3.Part 3 should,in sufficient detail, identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts_ Part 3 should also explain hove the lead agency determined that the impact may or will not be significant_Each potential impact should be assessed considering its setting, probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short term,.long-term and cumulative impacts. Check this box if you have deytermined, based on the i formati Y and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse ii acts and an environmental impact statement is required. Check this box if you have determined, based on die information and analysis above,and any supporting documentation, drat the proposed gaction will not r�egsullt° in any significant adverse environmental impacts. Name of Lead Agency Date Print o pe NKar ie;o R�.sg �orsszlilc Ofli.cer ira Lead Ageiic,y Title of Responsible Officer Signature of Responsible Officer-in Lead Agency Signature of Pre ares if different from Responsible .. y � p (� Bible Officer) FORM Paae 2 of'2 Board of Trustees Application County of Suffolk State of New York Hlldeed M.Parscuccf BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),, IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENTS) OR REPRESENTATIVES(S), TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. Signature SWORN TO BEFORE ME THIS DAY OF ,20 � s, S'-AkCMN®N _ Notary P��ic,Stats of South Carolina My Comifiloft,Expkeqqj2qj2026 .FAi i i Board of Trustees Application AUTHORIZATION (where the applicant is not the owner) I, Mildred M. Pascucci residing at 429 Highfield Loop,Myrtle Beach, SC 29579 do hereby authorize Suffolk Environmental Consulting, Inc. to apply for permit(s) from the Southold Board of Town Trustees on my behalf. MILDRED M. PASO ON STARLA,OANNON Notar Public,-State of Lauth Carolina ! �Cornmiss`ion Expires 912912026 APPLICANT/AGENT/REPRESEN'TATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the ort of the to%vn officers and emnlovees. The ourpose 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: PASCUCCI MILDRED,M (Last name,first name,middle initial,unless you are applying in the name of someone else of other entity,such as a company. If so, indicate the other person's or company's name.) NATURE 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 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 then 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 �� 2024 Signature._�.__. Print name MILDRED PASCU(CCI 'STARLACANNON Notary,Public,Slate of South Camilna Form TS 1 ley Commission Expires 9120912026 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 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: Bruce A.Anderson (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company If so,indicate the other person's or company's name.) NAME OF APPLICATION•(Check all that apply.) Tax grievance Building Variance_ Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold9"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 28th day of December,2020 Signatu A.AAnm� Print Name Bruce A.Anderson Form TS 1 Glenn Goldsmith,President OQ UfFO�'�COG Town Hall Annex A.Nicholas Krupski, Vice President �� �� 54375 Route 25 John M.Bredemeyer III y P.O.Box 1179 Michael J.Domino Southold,NY 11971 Greg Williams O� p�� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 8, 2021 Suffolk Environmental Consulting P.O. Box 2003 Bridgehampton, Ny 11932 Re: Board of Trustees Application of-Mildred Pascucci 305 Narrow River Road, Orient SCTM# 1000-26-3-11 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 Thursday, March 18, 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. Very Truly Yours, '4�L Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President 41'N�� uff�j�OG Town Hall Annex A.Nicholas Krupski,Vice Presidents 54375 Route 25 John M.Bredemeyer III ,�h } P.O.Box 1179 Michael J.Dominoo, 0�� Southold,NY 11971 Greg Williams ,� 0[z �r Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS' THURSDAY, MARCH 18, 2021 5:OOPM & 5:30PM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Thursday, March 18, 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 that1hey 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: 972 2332 7284 Password: 565326 • 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 qov 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. �FFOL Glenn Goldsmith,President '�OS �C �, Town Hall Annex A.Nicholas Krupski,Vice President y��� OGy ? 54375 Route 25 John M.Bredemeyer III y P.O.Box 1179 ZZ Michael J.Domino O h5 Southold,NY 11971 Greg Williams p!Yr Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BE ADVISED — AS PER CHAPTER 55 NOTICE OF PUBLIC HEARINGS Failure to submit the following originals to this office by or no later than 12-OOPM the day prior to the scheduled Public Hearing for your application will result in a postponement of said application. This office WILL NOT contact you to request said information: a ' All original-wh- ite & green certified -return -receipt mail-receipts stamped by U.S.P.S. • Completed original Proof of Mailing Form Failure to submit the following originals to this office by or no later than 12:OOPM the day of the scheduled Public Hearing for your application will result in a postponement of said application: • Original Affidavit of Posting form — DO NOT COMPLETE SAID FORM UNTIL THE GREEN SIGN HAS BEEN IN PLACE ON THE PROPERTY FOR AT LEAST SEVEN (7) FULL DAYS. Sign the form on the eighth day that the green notice of hearing sign has been up on said premises. All green signature cards related to said application that were returned to your office should be either dropped off in our "Trustee drop box" or mailed into our office whenever they are received. These cards are not required prior to the Public Hearing, unless specifically requested for by this office. This specific requirement is subject to change. f 1 Suffolk Environmental Consulting, Inco Newman Village ® Suite E ® 2310 Main Street PO Box 2003 Q Bridgehampton NY 11932-2003 t 631.537.5160 f 631.537.5291 Bruce Anderson,M.S.,President SENT by REGULAR MAIL E n� March 9th,2021 UVJ Board of Trustees LIAR 1 1 2021 Southold Town P.O.Box 1179 S©ttthaFeF Town Southold,NY Roard'of Trustees 11971 RE: PASCUCCI Property—Affidavit of Mailing Situate: 305 Narrow River Road • Orient, NY • 11957 SCTM#: 1000—026—03—011 Dear Members of the Board, As per Southold Town Code Section 55-1,please find the following attached herewith: 1. Affidavit of Mailing, one [1] original; 2. Certified Mailing Receipts, originals and one [1] copy. Thank you for your time and consideration regarding this matter. Should you have any questions or concerns pertaining to this application or its contents,please feel free to reach out to this office at any time. Sincerely, Robert W.Anderson (enc.) PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: Hans H Rieger P.O.Box 491 ! (SCTM#:1000-27-4-6) Orient,NY 11957 Josh Auerbach and Whitney Bowe 1 Breckenridge Rd SCTM#: 1000-27-4-7 Chappaqua,NY 10514 State of New York(NYSDEC) SUNY—Building 40,50 Circle Road (SCTM#1000-27-4-9.5&11) Stony Brook,NY 11790 Catherine Mathews P O Box 507 SCTM#: 1000-26-3-12 Orient,NY 11957 Abby Tannenbaum 290 Ninth Ave.Apt.2C SCTM#. 1000-26-3-10 New York,NY 10001 STATE OF NEW YORK COUNTY OF SUFFOLK Bruce A. Anderson, residing at Suffolk Environmental Consulting, Inc, P. O. Box 2003, Brid eg_hampton, NY 11932, being duly sworn, deposes and says that on the 9th day of MARCH , 2021, 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 Bridgehampton, that said Notices were mailed to each of said rsons by ,CERTIFIED MAIL/RETURN RECEIPT. Sworn to b e me this � MATTHEW D. (VANS Day of _,20V NOTARY PUBLIC-STATE OF NEW YORK No.01 IV6053859 Qualified in Suffolk County My Commission Expires 01-2 Z� tary Public y �Y o ® O a D ., ru 8m / a ;. 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STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , deponent mailed a-true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Sworn to before me this Day of , 20 Notary Public Suffolk Environmental Consulting, Inc. Newman Village • Suite E 2310 Main Street PO Box 2003 • Bridgehampton NY 11932-2003 t 631.537.5160 f 631.537.5291 Bruce Anderson,M.S.,President HAND DELIVERED March 18111, 2021 _ ..... Board of Trustees Southold Town MAR °12021 P.O. Box 1179 Southold, NY --- 11971 u RE: PASCUCCI Property—Certified Mail Green Cards/Affidavit of Posting Situate: 305 Narrow River Drive • Orient, NY • 11957 SCTM#: 1000—026—03—011 Dear Members of the Board, As per your request, please find three q4NJ11M PS Form 3811 (Green Cards) for those that were sent notice of public hearing via certified mail on March 81h,2021. u In addition, as per Southold Town Code§55-1, please find the Affidavit of Posting for the subject parcel attached herewith. Thank you for your time and consideration regarding this application. Should you have any questions or concerns please feel free to reach out to this Office at any time. 1 Sincerely, W Robert W. Anderson C.C. M. Pascucci ®. �.. R Complete items 1,2,and 3, A. Signature ■ Print your name and address on the reverse X0 Agent ;I( so that we can return the card to you. rl ❑Addressee 11 e Attach this card to the back of the mailplece, B. Received by(Printed Name) C. Date of iry or on the;front If space permits. 1. Article Addressed to: D. Is delivery address different from(*it lr Ye CA- 'i, -5 If YES,enter delivery address below;. ❑No ,p.o.. Sq, 6-0-7 1MAR 11 2021 Ori- 4 ✓ 3. vice Type 0 ail Exprel II III I I II ISI I II I I I I II I I I II I I I I I III ❑du Signnature Restricted Dellvery ❑RUagi�d Mailestricted 9590 9402 4184 8121 3632 92 PCodified Melt® Delivsmy ❑Certlned Mau Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise 2. Article Number(irransfer from service labeo ❑Collect on Delivery Restricted Delivery ❑Signature ConflrmatlonTm 'mall ❑Signature Confirmation 7 019 2280 0001 2291 1456 pall Restricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt � M e• r'rs. Hi Complete items 1,2,and 3. 7deMiyaddr Print your name and address on the reverse _.._ O Agent so that we can return the card to you. l Addressee Attach this card to the back of the mailplece, by Named C. Din of Delivery or on the front if space permits. a 1. Article Addressed to: different from Item 1 Yes Q,EE61 If YES,enter delivery address below: ❑No t-7 O 3. Service Type ❑Priority Mall Express® III I I III I I II I II I II I II I I IIII I I ❑Adult Signature ❑Registered Mai ❑Adult Signature Restricted Delivery ❑R 8sterad Mall Restricted 9590 9402 4184 8121 3633 77 11 Codified Mall0 r�wery Codified Mail Reaftled Delivery ❑Astum Receipt for ❑Collect on Delivery Merchandise 2. Article Numbliv ATrsan*1a A, --- ' ' '`" on Delivery Restricted Delivery ❑Signature Confirmationm 7 019 2280 0001 2291 1425 Mail ❑Signature Confirmation Mal Restricted Delivery Restricted Delivery ... raver': tiff i -7- * +l ■ Complete items 1,2,and 3. A. n Print your name and address on the reverse - so that we can return the card to you. ' i Addressee Attach this card to the back of the mallpiece, Ral by(Printezf Name) C. Date qf Delivery or on the front if space permits, d - (,,A�.�a a 1. Article Addressed to:- D. Is delivery address different from its 1"f U Yes. Abb ftgrtW°I If YES,enter delivery address belol Fj No qo q,,k or ) fir°k( 10001 i Service II I l l II I I I II I II I I I II I II I I I I ressib o Adult Signature Restricted Delivery ❑Re Man 0 Priority Mail Restricted 9590 9402 4184 8121 3632 85 artified Mall® Deitivory Oi Certified Mau Restricted Delivery 0 Return Receipt for 0 Collect on Delivery Merchandise 2. Article Number(transfer from service hrx. ell ❑Collect on Delivery Restricted Delivery ❑Signature Conflnnatlon' lall ❑Signature Conflrmation Restricted Delivery V„J �M �Delivery 4 , M rv�n 7,019 1640 0001 7556 972 all Restrlct ,I PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt Glcnn Goldsmith, 1 sident � IfO(,� Town If, Annex A.Nicholas Krupski, Vice President A 54375 Route 25 John h!.Brcdcmc)cr 111 P.O.Box 1179 Michael J.Dorninu t *r Southold,NY 11971 Greg Williams 0" ,tx Telephone(631)765-1992 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD In the Matter of the Application of MILDRED PASCUCCI COUN"1'Y OF SUFFOLK S"PATE:OF NEW YORK AFFIDAVIT OF POSTING DO'N'O'T »),l�)"�"")".i��"m�'"" �" ", ��u Fd ".'(I" )N77L ,1VrET , "O. '1a" "fin' w" „3 ` 1j' M PI-rWE FOR A TL"STSE1,`LN DA I'S PRIOR TO THE PUBLIC HEARING DA TE Robert W.Anderson residing at ldba Suffolk Environmental Consult'n I.Inc. aik# pto>� � 11932 being duly sworn,de�se and ti......... ...�...._�� �, .... ..� �� say• That on the 8t" day of March 2021 , r personally posted the property known s , . .305 Narrow River. Drive Orient New York - 11957 by placing the Board of'I"ntst«s official noticing poster where it can easily from the .,, n be seen fr .�. .... street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immcdiatcly preceding the date of the public hearing. Date of hearing noted thereon to be held Thursday,Mat-ch 18'h,21121 K (signature.) Sworn to before ntc this r8'"day of MA 2021 MATTHEW D. IVANS NOTARY PUBLIC-STATE OF NEW YORK No.Ol IV6053859 mm� Qualified in Suffolk County /611 Public My Commission Expires 01-22-204� 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. OWNER(S) OF RECORD: MILDRED PASCUCCI SUBJECT OF PUBLIC HEARING: For a Wetland Permit to construct a proposed two-story, single- family dwelling with the first floor area to include 518 sq.ft. of living space, a 1,445sq.ft. deck, a 70sq.ft. ramp, and 148sq.ft. of stairway; second floor to include 1,741sq.ft. of living space, a 345sq.ft. deck, 112sq.ft. of stairway, and 625sq.ft. landing; install sanitary system along the easterly portion.of the lot; install 151 linear feet of retaining wall; place an approximate 370 cubic yards of clean sand surrounding the proposed IA/OWTS septic system; install a well; install a 30'x15' French drain 2 feet deep and construct a 560sq.ft. gravel driveway; landscape the property consisting of 2,600s4A. surrounding the house to be planted with red fescue, 6,600sq.ft. planted with Cape American beach grass; install three groupings of Atlantic Red Cedar and supplement plantings adjacent to the septic system with Groundsel Bush installed 6 feet on center and within the bounds of the property. Located: 305 Narrow River Road, Orient. SCTM# 1000-26-3-11 TIME & DATE OF PUBLIC HEARING: Thursday, March 18,. 2021 — at or about 5:30P®Mo — 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 ecords, WebIink/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. s BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 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). 3. If any question in Section C on this form is answered"yes"or"no",then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail,listing both supporting and non- supporting facts.. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 026 - 03 - 11 The Application has been submitted to (check appropriate response): Town Board ❑ Planning Dept. ❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital - construction, planning activity, agency regulation, land transaction) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Applicant proposes to construct a proposed two-story, single-family dwelling with the first floor area to include 518 ft.2 of living space, a 1445 ft.2 deck a 70 square-foot ramp, and 148 ft.2 of stairway; second floor to include a 1741 ft.2 of living space a 345 square-foot deck, 112 ft.2 of stairway, and a 625 square-foot landing; install sanitary system along the easterly portion of the lot; install 151 linear feet of retaining wall; place and approximate 370 yd.3 of clean sand surrounding the proposed IA/OWTS septic system;install a well,install a 30'x 15'French Drain 2 feet deep and construct a 560 square-foot gravel drivewaApplicant would landscape the property consistent with the submitted landscaping plan consisting of 2600 ft.2 surrounding the house be planted with red fescue 6600 ft 2 the plan with Cape American Beach grass install three groupings of Atlantic Red Cedar and supplement plantings adjacent to the septic system with Groundsel Bush installed 6 feet on center and within the bounds of the property. Location of action: 305 Narrow River Road; Orient,New York Site acreage: 0.29 acres f Present land use: Residential Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency,the following information shall be provided: (a) Name of applicant: Mildred Pascucci (b) Mailing address: 429 Highfield Loop, Myrtle Beach, SC 29579 (c) Telephone number: Area Code (516)-697-9172 (d) Application number, if any: N/A Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No ® If yes, which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable As indicated within Policy 1."Development that does not reinforce the traditional land use pattern of the Town of Southold would result in a loss of the community and landscape character of Southold.",this proposal is to construct single family dwelling supported by a new,innovative,and alternative Sanitary system as well as full drainage(stormwater)control These improvements will occur within the traditional residential land use pattern existing in the neighborhood. 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 Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 5 through 7 for evaluation criteria ® Yes ❑ No ❑ Not Applicable Subject proposal will not adversely impact the visual quality of the surrounding area in that the proposed changes to the Property wiii be residential and in keeping with the character the area The vacant lot is not an important scenic resource to the town. Accordingly,this proposal is not inconsistent with Police 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 Proposed project incorporates the required runoff controls adopted by the town.According,this proposal is consistent with Policy 4. 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 The proposed project will result in compliance with the Town's Stormwater Control Standards.The proposed IA/OWTS sanitary system will significantly reduce nitrogen entering groundwater and traveling towards Orient Harbor. According,the proposed project protects water quality and is consistent with POlicy 5 Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria ® Yes ❑ No ❑ Not Applicable Subject proposal will maintain the quality of the surrounding ecosystem in that the project includes full storm water control and provides a new IAJOWTS septic system that reduces levels of nitrogen which otherwise would travel into Orient Harbor with the prevailing groundwater flow. According the proposed project protects the surface water ecosystem and is consistent with Policy 6. 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 Not Applicable Attach additional sheets if necessary Policy S. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary PUBLIC COAST POLICIES Policy 9. Provide for public access to,and recreational use of,coastal waters,public lands, and public resources of the Town of Southold. See LWRP Section III—Policies;Pages 38 through 46 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependence uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria ❑ Yes ❑ No ® Not Applicable t A plicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound,the Peconic Estuary and Town Waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Not Applicable Attach additional sheets if necessary Policy 12 Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Not AD licable. 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 Not Applicable. Attach additional sheets if necessary Suffolk Environmental Consulfing9 Inco Newman Village - Suite E 2310 Main Street PO Box 2003 ® Bridgehampton NY 11932-2003 t 631.537.5160 g f 631.537.5291 Bruce Anderson,M.S.,President SENT by REGULAR MAIL December 30, 2020 Board of Trustees Town of Southold P.O. Box 1179 Southold, NY 11971 rnRE: Pascucci—Proposed Dwelling Situate: 305 Narrow River Road • Orient LI IG SCTM#: 1000—026—03 —11 DEC 2020 Snn�;la o 110"'vil Dear Members of the Board, This Firm represents the owner of the of the above referenced property, who is seeking a second wetland permit authorizing the development of the premises referenced above. Attached herewith, please find the following application materials: 1. Southold Town Board of Trustees Wetland Permit Application; original and three [3] copies; 2. Agent Authorization Form, one original and three [3] copies; 3. Authorization Form, one original and three [3] copies; 4. Open Government Transactional Disclosure Form, signed by the property owner, one original and three [3] copies; 5. Open Government Transactional Disclosure Form, signed by the agent, one original and three [3] copies; 6. SEQRA Short Environmental Assessment Form, one original and three [3] copies; 7. LWRP Consistency Assessment Form, one original and three [3] copies; 8. Photographs of the subject parcel and current conditions thereon, four [4] sets; 9. Site Plan prepared by Joseph Fischetti, P. E. dated June 4, 2020; 10. Stormwater Management Plan prepared by Joseph Fischetti, P. E. dated July 8, 2019; 11. Planting Plan prepared by this Firm last dated July 16, 2019; and 12. Check made payable to the Town of Southold in the amount of two-hundred fifty dollars ($250.00). Kindly process this application at your earliest opportunity. Thank you for your anticipated cooperation regarding this matter. Sincerely, Bruce A. Anderson, M. S. (enc.) Cc. B. Hansen