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HomeMy WebLinkAboutValentine, Pamela Glenn Goldsmith,President 0f S0(/fy Town Hall Annex Nicholas Krupski,Vice President �O� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski J Southold, New York 11971 Liz Gillooly Q Telephone(631) 765-1892 Joseph Finora Fax(631) 765-6641 olycou BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 23, 2026 Cole Environmental Services 425 Montauk Highway East Quogue, NY 11942 RE: PAMELA VALENTINE 1675 BIRDS EYE ROAD, ORIENT SCTM# 1000-17-2-1.4 Dear Mr. Cole & Ms. Rummel: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, September 16, 2026 regarding the above matter: WHEREAS, Cole Environmental Services on behalf of PAMELA VALENTINE 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 May 29, 2026; and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP under 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; Policy 4.1 - Minimize potential loss and damage by locating development and structures away from flooding and erosion hazards; Policy 6.3A - A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction; and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on July 15, 2026, August 12, 2026, and September 16, 2026, at which time all interested persons were given an opportunity to be heard; and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area; and, 2 WHEREAS, this unique, sensitive habitat would be destroyed by the proposed construction, which is within 40' of unconsolidated earth; and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application; and, WHEREAS, the proposal of PAMELA VALENTINE seeks to construct a proposed 42.6' x 17' (793 S.F.) two-story dwelling on piles, a 42.6' x 10' (425 S.F.) rear first-story wood deck with stairs, a 373 S.F. irregular rear second-story deck, a 20.5' x 7' (145 S.F.) front wood deck with a +/- 20 S.F. outdoor shower; an I/A sanitary system to be installed to the west of the dwelling; existing firepit to remain; install a well to establish water supply line; install two drywells; install a 500 gallon buried propane tank; construct an 80' x 12' timber bridge (bridge to be 12' in overall width with 10'4" in width interior of guards), over approximately 473 S.F. of wetlands consisting of five (5) 16' bents supported by a wooden pile substructure with a structural wooden deck; all bridge elements to be constructed of exterior-grade structural timber with no disturbance to occur below the bridge; install an approximately 35' x 12' driveway extending from the dwelling to the bridge approach with a 15' x 20' turnaround area, to be constructed of pervious material consisting of medium-compaction RCA or a pervious masonry/stone product; two (2) approximately 20' x 12' bridge approach areas, grade dependent, to be constructed of medium-compaction pervious RCA; install an approximately 140' x 12' private road accessway within the existing 30' right-of-way extending from the terminus of the bridge to Birdseye Road with existing vegetation within the accessway to be cleared and the roadbed leveled to match existing grade; accessway to be constructed of medium- compaction pervious RCA; silt fencing to be established and maintained during construction; all disturbed areas to be replanted with native, non-fertilizer dependent vegetation; all groundsel bushes (Baccharis halimifolia) within proposed areas of disturbance are to be transplanted elsewhere on the property; and, WHEREAS, the proposed is in conflict with the following sections of Chapter 275-12 of the Southold Town Code: A. Adversely affect the wetlands of the Town; B. Cause damage from erosion, turbidity or siltation; C. Cause saltwater intrusion into the fresh water resources of the Town. D. Adversely affect fish, shellfish or other beneficial marine organisms, aquatic wildlife and vegetation or the natural habitat thereof; E. Increase the danger of flood and storm-tide damage; H. Weaken or undermine the lateral support of other lands in the vicinity. J. Adversely affect the aesthetic value of the wetland and adjacent areas NOW THEREFORE BE IT 3 RESOLVED, that the Board of Trustees DENIES the application of PAMELA VALENTINE to construct a proposed 42.6' x 17' (793 S.F.) two-story dwelling on piles, a 42.6' x 10' (425 S.F.) rear first-story wood deck with stairs, a 373 S.F. irregular rear second-story deck, a 20.5' x 7' (145 S.F.) front wood deck with a +/- 20 S.F. outdoor shower; an I/A sanitary system to be installed to the west of the dwelling; existing firepit to remain; install a well to establish water supply line; install two drywells; install a 500 gallon buried propane tank; construct an 80' x 12' timber bridge (bridge to be 12' in overall width with 10'4" in width interior of guards), over approximately 473 S.F. of wetlands consisting of five (5) 16' bents supported by a wooden pile substructure with a structural wooden deck; all bridge elements to be constructed of exterior-grade structural timber with no disturbance to occur below the bridge; install an approximately 35' x 12' driveway extending from the dwelling to the bridge approach with a 15' x 20'. turnaround area, to be constructed of pervious material consisting of medium- compaction RCA or a pervious masonry/stone product; two (2) approximately 20' x 12' bridge approach areas, grade dependent, to be constructed of medium-compaction pervious RCA; install an approximately 140' x 12' private road accessway within the existing 30' right-of-way extending from the terminus of the bridge to Birdseye Road with existing vegetation within the accessway to be cleared and the roadbed leveled to match existing grade; accessway to be constructed of medium-compaction pervious RCA; silt fencing to be established and maintained during construction; all disturbed areas to be replanted with native, non-fertilizer dependent vegetation; all groundsel bushes (Baccharis halimifolia) within proposed areas of disturbance are to be transplanted elsewhere on the property; and as depicted on the site plan prepared by AMP Architecture, last dated July 28, 2026; and, This determination should not be considered a determination made for any other Department or Agency, which may also have an application pending for the same or similar project. Very truly yours, '�L t&1a_-4WY Glenn Goldsmith, President Board of Trustees SITE LAYOUT NOTES: Z N I. THIS 15 AN.ARGHITEGTS 51TE PLAN 5 IS <s SUBJECT TO VERIFICATION BY A LICENSED 5URVEYOR. THE INFORMATION 42 �J z o w< r REPRESENTED ON THI5 51TE PLAN IS TO THE O _, o d= a ARCHITECT'S BEST OF KNOWLEDGE. j �¢< a 2.SURVEY INFORMATION WA5 OBTAINED Q °I \\ o a J= PROM-A 5'JRVEY DATED DECEMBER 15, i E 1'-� \� M�iW EL 5.5- z <c S_AWARD LIMIT OF L_ 2023,MOST RECENTLY REVISED DUNE 19, VELETAT ON 2025,AND PREFARED BY KENNETH M. WOYGHUKLAND SURVEYING r>g> P.O. BOX i53 I `\ AOUEB06UE,NY 11a31 z o o a m = sFW PHONE: !631) 298-1588 ` � •� `�.-I � ` < as=�= Pf?01EGT / ZONING.DATA 20' SIDE ARD ° . . _ j ° w SETBACK��� I z < IOOG-I I`-2 I.a. M" INED' ° / -" c 5 <w TAX MAP (3E' ,. 0 b J ` / / r 50 REAR YARD SETBACK s z- m. n w ZONING D15TRIGT R-40 NG ° _< EXIST. � ' --- -- �G) L ° 150 SETBACK FROM WA i ER NE_ D C.9 ACRES FIREF IT TO B_ — GEy '�w o a o LOT AREA I - — - } ° ` —� - REMOVED — _ w <^3 o FEMA FLOOD ZONES X,AE(EI IO), VE (EL.=IL') , IS' SIDE YARD (35' GGMBINED) y N w o WETLANDS DISTRICT PENDINGZONE VE Ll " _ DEC DISTRICT PENDING ° (EL. A) c d Q ER LINE iLEFT SIDE AD AG=NT 5UFFOLK GOUNi HD APPROVAL _ -__ _ PENDING _ o ""' PROPOSED 793 S.- D✓vELLINC� FCCTPRINT j LOT GOLERP GE { —�-� = _, n° .SOU rNOLi7 I OWN CODE.250-i24. ^fo CT I 12 crY DWELLING I O �7Un�\ DESCRIPTION (FOOTPRINT) AREA COVERAGE ° W TOTAL LOT AREA ° e ° LAND NIF OF 3b,740.5 = I _.. `IOC' WT SBCK � 1O_- I � ETA BARBARA B DOW AREA SEAWAR'v OF GEHL f1447.0 S.F. 6 p ' -'�- {_y!' ° FROM DUNE REVGG.ABLE TRIJ=T { FRESHWATER WE`ANDS s1 I '�SEPT,G `ANK • �S, A l 4' GRAVEL VvALKWA•• -L �2b.o S.F. TOTAL BUILD AREA G,b67.5 S.F. VvTL SE EAGOG LINE PROPOSED DWELLING- INCLUSIV � 1,3b5.G S.F..F. b.,% S ° '\ •—• 1 I ' tJ �L'NI OF MODERATE � � I OF DECKS _ � �- _ - LAND N/F OF / `�``� ° - / WAVE AGTiON TOTAL AREA OF ALL STRUCTURES 1365.0 S.F. 6�`/ P,AMELA VALENTINE % �\ 1 BOUNDARY MAXIMUM LOT COVERAGE ALLOWED: 20% -__- ° \ 40' FRONT YARD SETBACK -LOT GOVFR�GE HAi SEEN GALGUL�1:rSl COMPARED 70 THE TOTAL&JILDA3Lc LO?AREA. / _� -- � I \I, ' OrJ SF OF WCTi ANDS S"-IO WN p,ND ° HATG ED i ND GATES 4' FOOT I ZONING REGULATIONS.N(AIN BUfLDfNG _ I ! F pt'R�G'M T G 3Y ThB I'\ BRIDGE AREA OVER WETLANDS; / ' ,' AREA OA MAi f'G�D r I 1 ° r� DRAVhRI1:NT MGSQUITO v15TRIG \`\ \`\ `I NO DISTURBANCE BELOW {t SOUTHOLI7 TOWN GODS 250-124 ' GRAVEL PARKING AREA (2 GARS) 12' WIDE x 40' DEEP W W m 0 PROPOSED COMPLIES CROP. DROP SD.O ` ° Z V W mI tn — ZONE FOR ° TI Gj�TPirNG' �,` \ ` WEI L I F:. IZ w <`HI BUILDING IEQ. MIN. FRONT YES MATERIALS ° --0i33O y1\ OO % \ FRESHWATER W�TLANDS J MIN. SIDE YARD 5.0'_- -S' YES i ` 552 ``�-- BOUNDARY .AS DELINEATED BY d W m z -J MIN. GOMB!NED �- YES = -A '� _\ EN-CONSULTANTS APRL ,2024 YARDS 35.0' %LO' _ __ CO SIDE MIN REAR YARD 50.0' 88.3 YES �\ I OJ OF O D PLAN �. �. E �. � E EL o ND h/F PROVIDED BY N.J. MAXIMUM HEIGHT �T 35/25' 28.9' -- YES _�_ Q Lp5 Pa. LA/E-0,.1,p I MAZZAFERRO PE FOR ADDITIONAL a 1 DRAINAGE SYSTEM CALCULATIONS: v r-..P eLUNS-is iNFORMATiGN ExisT.owELUN�w TOTAL IMPERVIOUS ROOF COVERAGE = 794 S.F. PR/A41ti1L SEP 1 6 2026 794 S.F. x 2" RAINFALL EVENT = 132 3 F STORAGE REG.' (LOCATED ovER iso• � FROM SI:B.,EGT PROPERTY LIDS:a (I) 6'm DRYWELL PROVIDES 22.33 G.F.PER FT. OF DEPTH s�riGsrsTEMLo (2) &'m x 3' DEEP D.W. PROP05ED = 133.98 G.F. 5TORA5E PROVIDED . i Southold Town Y Board of Trustees PROPOSED 51 TE PLAN w w® 5GALE: I" = 40'-0" a a P 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management Town of Southold Board of Trustees 54375 Main Road 2 0 p// P.O. Box 1179 D LS !'I Southold, NY 11971 S EP 1 4 2026 Re: Mitigation Narrative Pamela Valentine Southold Town 1675 Birdseye Road Boa.rdafTrustees Orient, NY 11957 SCTM No.: 1000-017.00-02.00-001.004 As per the Board's comments at the July 15, 2026 public hearing,the plans were amended to address the Board's concerns. The proposed project was designed to minimize disturbance to the property while maximizing distances to the existing wetlands and waterbodies. The proposed mitigation aims to offset the proposed development while also improving the health of the adjacent freshwater wetlands. Cole Environmental Services (CES) conducted a site visit to further document existing environmental conditions. A mix of native non-native, invasive vegetation was noted throughout the site. During the site visit, additional aerial and ground-level photographs were obtained. An updated photo sheet is also enclosed as an addendum to the mitigation plan. CES completed a detailed inventory of the vegetation present within the proposed areas of disturbance. Areas containing native groundsel bush (Bacchoris halimifolia) were also identified, along with areas containing invasive vegetation, specifically invasive vines Based on these observations,the proposed mitigation plan includes replacement of trees at a minimum 1:1 ratio,transplantation of existing native baccharis from proposed disturbance areas to suitable locations elsewhere on the property, maintenance cutting of the existing phragmites (Phragmites australis), installation of ecotypical native vegetation, and a one-time cut and removal of invasive vines within designated management areas. Prior to construction, CES, or another qualified professional,will tag the baccharis shrubs to be transplanted and determine new suitable transplant location as well as oversee invaseive vine removal to ensure best practises for invaseive speacies are used. The updated photo sheet clearly demonstrates that a significant portion of the vegetation within the freshwater wetland is dominated by a dense stand of invasive common reed (Phragmites australis). This stand reduces light penetration, outcompetes native vegetation for nutritional resources, and deters the growth of native species. To help restore the health of the freshwater wetland, maintence trimming of the phragmites is proposed. As per general guidance from the New York State Department of www.ColeEnvironmentalServices.com 425 Montauk 11 L445' y SEP 1 20� East Quogue, 2 Environmental Consulting (631) 369- Wetland Project Management Southold Town k Board of Trustees Environmental Conservation (NYSDEC),the phragmites are to be cut to 12" up to four times per year. Trimming is to be completed using hand tools only. Native vegetation, including jewelweed (Impatiens capensis) and arrowwood viburnum (Viburnum dentatum)was noted within the area. All native vegetation is to remain undisturbed. Additional native vegetation, including baccharis shrubs from the project area, is to be installed where appropriate. The phragmites cause signigicant impairement to wetlands in their reduction in biodiversity and structural complexity of habitat available to wildlife. They provide few resources for native fauna, specifically specialist species, resulting in a reduction in observable populations. The restoration of this area will result in an increase in habitat diversity, nutritional resources, and ultimately native fauna. The presence of phragmites has also been shown to reduce the decompopsition of organic materials, which can result in an increase in elevation and interfere with drainage. The proposed maintenance trimming should also help to reduce to the biomass within the area, helping to restore and maintain drainage capabilities. In addition, a one-time cutting of invasive vines is proposed to reduce competition and improve the health and long-term viability of existing native vegetation. To reduce disturbance, asiatic bittersweet (Celastrus orbiculatus) is to be cut and left on site. Softer vines, including, mile-a-minute (Persicaria perfoliata), are to be removed, bagged, and disposed of offsite. Hand tools are to be used for all cutting and removal. Simialr to the phragmites, these invasive species can create monocultures, spread beyond the property into surrounding wetlands and uplands, displacing native vegetation and reducing habitat diversity. Reducing the spread of these invasive species is imperative for the health of site and Southold's broader landscape. Tree removal associated within the proposed development will be offset through replacement with native trees at a minimum 1:1 ratio with a minimum caliper size of 2". Collectively,the proposed mitigation measures are intended to provide both quantitative and qualitative mitigation for the proposed development. Tree replacement will compensate for unavoidable loss of woody vegetation,transplantation of existing eaccharis will preserve native plant material already established on the property, invasive-vine removal will improve conditions for retained native vegetation, and continued Phragmites management will reduce the dominance of an existing invasive species. Together,these measures will increase native plant diversity and structural complexity, provide additional habitat and food resources for wildlife and pollinators, reduce competition from invasive vegetation, and improve the overall resiliency of the site's vegetative community. The proposed mitigation will also contribute to the ecological value of the larger wetland and coastal habitat system by www.ColeEnvironmentalServices.com 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management preserving existing native vegetation where practicable, replacing unavoidable vegetation losses, and improving portions of the property presently affected by invasive species. p E E SEP 1 4 2025 Southold Town : Board of Trustees www.ColeEnvironmentalServices.com 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management Town of Southold Board of Trustees 54375 Main Road P.O. Box 1179 Southold, NY 11971 Re: Photo Sheet for Mitigation Narrative -; _- 9 Pamela Valentine ' s 11 l( 1675 Birdseye Road ; I� Orient, NY 11957 SEP 1 4 2Q26 U SUM No.: 1000-017.00-02.00-001.004 All photos were taken on 8/10/26. Southold To n BoardotTn�stees � PHOTO 1 Aerial Of Project Site Jg y w�• `, k - 425 Montauk Highway Cole En ' ent ServicesEast Quogue, NY 11942 Environmental • • 69 •44 Wetland Project • • Aerial Showing • • Of AV .�•.,•� j#.Ja^Crs,1�-.'4a::' _ *iiiiRdll••1FF����_� A4 S ■ 2026 southow r A� 425 Montauk Highway - - - - - East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management PHOTO 3 Aerial (Facing North) Showing Phragmites c '.a ti 4 V s SEP 1 4 2026 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management PHOTO 4 Aerial (Facing East) Showing Phragmites with Area of Arrowwood Viburnums Wk ,._, '� tt.►1 �!'.-� mod' - 4y r t d.. ,';i .:s- - tn Yi 7 /�r I� ! e•.. . 4 Si Lsouthlr"IdTovin 2026 Board ees .� ;1"�gii'�rr, # ���a� '_ .. yk i. r.}7 ..._`''/ 15�" 'M s y�a1C- • � 7+~ �P �4 r r ''• � - :+`v.•c .�`�'� ;�/ h � , L ♦►�Y'1, r '�, �T► �'• +'d F� t+�.r�4P`'�ftT�-ifi?` "3. �• t i '�. � ••Jryh �� r 6 �' '� -l�A. , ,} -� t...-. ,� r� •.xt -��� �t ` <�:��• rt�',� �i� �� Ck,''ra �•� `.:� ��, 2 .� '. _�. 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PLEASE SEE X X ��o X X X X r 1xC X +� ATTACHED DRONE PHOTO AND MIT IGATION X �Q°. X X X X X X X� NARRATIVE FOF,ADDITIONAL. DETAILS. ��F, X �� R Q�j / PQ p \ BUIDLABLE LAND: 19,867.5 S.F. ,6,` REB�-^---� AREA SEAWARD OF CEHL: 11,447 S.F. -- - FRESHWATER WETLANDS: 7,426 S.F. / j G BLK,CDRg /�•$,�7 / / \ TOTAL LOT AREA 38,740.5 S.F. / / / ''�7 P�BDRAy j / VPNpNLP FSPN / 0 \ )<� �� \ 100 \ \ G�c,OeOO" \ ALL DISTURBED AREAS TO BE REPLANTED WITH ECOTYPICAL NATIVE, NOW \ FERTILIZER DEPENDENT VEGETATION F BASED ON HE FOLLWING NYSDEC GENERAL J TREES TO BE PLANTED OF 6'+ON CENTER(OC) \ \ SHRUBS TO BE 3'OC \ HERBACEOUS SPECIES TO BE 12-18"OC \ \ PLUGS TO BE 12"OC \ \ PHRAGMITES(PHRAGMITES AUSTRALIS)TO BE TRIMMED TO 12 UP TO FOUR(4) \ SOpN1E\\�\NG TIMES PER YEAR. ALL NATIVE SPECIES WITHIN PHRAGMITES STAND TO REMAIN \SERV\G#1525 \ UNDISTURBED. \ ALL TREES REMOVED TO BE REPLACED 1:1 WITH 2"CALIPER NATIVE SPECIES EXISTING GROUNDSEL BUSH (BACCHARIS HALIMIFOLIA)WITHIN PROPOSED SHOWN AS LOT 2 OF SUBDIVISION �� PROJECT AREA TO BE TRANSPLANTED ELSEWHERE ON SITE. FOR J.D. STERN TOWN PLANNING BOARD APPROVAL JULY 13, 1970 FEMA MAP#36103CO068H EFFECTIVE 09/25/2009 PLAN CREATED BY COLE ENVIRONMENTAL COLE ENVIRONMENTAL SERVICES `-] SERVICES ON 07.27.26 PAMELA VALENTINE 425 MONTAUK HIGHWAY PLAN IS BASED ON SURVEY CREATED BY 1675 BIRDS EYE ROAD EAST QUOGUE, NY 11942 `x, �• x9a 'yam KENNETH M.WOYCHUCK LAND SURVEYING, ORIENT, NY 11957 � ; y PLLC 631.369.9445 g „s SCTM NO.: 1000-017.00-02.00-001.004 i P.O. BOX 153 INFO@COLEENVIRONMENTALSERVICES.COM LOT SIZE:38,740.5 SQUARE FEET =- AQUEBOGUE, NY 11931 - ' LAST UPDATED 06.09.25 WWW.COLEENVIRONMENTALSERVICES.COM '€, c E ;: r ENVIRONMENTAL ENGINEERING&CONSULTING TRANSMITTAL LETTER DATE August 25, 2026 Southold Town Hall Annex 54375 Main Rd. TO P.O. Box 1179 CC Southold, NY 11971 FROM Zeb Youngman, PG RE 1675 Birds Eye Road, Orient NY— Dune Assessment NAttached ❑Under separate cover❑Overnight ❑Regular Mail Qty. DESCRIPTION 2 Dune Assessment Materials for September 16, 2026 Hearing 4 b026SEP 8 2 Southold bwn Board of Trustees GROSSER • . . . • 631.589.6353 • WWW.PWGROSSER.COM • PWGC.INFO@PWGROSSER.COM BOHEMIA • MANHATTAN • SARATOGA SPRINGS • MONTICELLO • SYRACUSE Profile Description: (Describe to the depth needed to document the indicatorabsence Depth Matrix Redox • • • • • • Type' • 1 1 11 Mucky Sand 1 :1 1 1 1 IVIS Mucky Sand • • / 1 i 1 1 rown :1 of Trustee-S Type: C=Concentration, D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. 2 Location: PL=Pore Lining,M=Matrix. .• 1. a ���� •,7 ,wry tit 41 *• j �� C�"' it fi hyy,,, '•� 4 � k r4v, r SOIL Sampling Point A2 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type Loc Texture Remarks 0-2 10YR 2/2 100 Fine Sandy Loam Organic litter 2-7 10YR 4/3 100 Fine Sandy Loam Many fine roots 7-20 10YR 5/6 100 Fine Sandy Loam Coarse Roots r E G - µ i S E P 6 2026 Southold Town --------------- 'Type: C=Concentration,D=Depletion,RM=Reduced Matrix,MS=Masked Sand Grains. 2Location: PL=Pore Lining,M=Matrix. y �g r`• •Y ti� '. UOL ' �JLZ ENG FORM 6116-8,SEP 2024 Northcentral and Northeast—Version 2.0 SOIL Sampling Point A3 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Loc2 Texture Remarks 0-2 10YR 212 100 Fine Sandy Loam Organic litter 2-12 10YR 3/2 100 Fine Sandy Loam Many fine roots 12-24 10YR 6/4 100 Fine Sandy Loam Few coarse roots UP laid 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. 2Location: PL=Pore Lining,M=Matrix. a f � e z - l ENG FORM 6116-8,SEP 2024 Northcentral and Northeast—Version 2.0 • . '• Profile D: (Describe Depth Matrix Redox (inches) Color(moist) % Color(moist) % Type' LoC2 Texture Remarks 1 1 1 Fine Sandy .. • as w/fraction of loam 1 11 Fine Sandy •- roots OLI • CUCU li III 1 1 1 � I :/, •of Trustees 'Ty•c • - • •c• oj• -• •c• c• Sand Grains. 2 Location: '• Ot .4 A , / Vp led Ir 4. To �- .1`�' � � •,gyp �c.��5��1 �* + � �, �'M' _ �'J�. r jr •,� � �, .. �jECEIV PAWS ENVIRONMENTAL EN6INEERING&CONSULTING S E P 8 202]6E"' Southi ild Town Board Trustees ; _ �, 't- l��itiY��"r11%' r."!:�;"� �1�t�._��cKra., a..r•"' . .,K�:�'lr,+,. �;+:�4�. Photo 1. View facing west looking at the beach along the northern limit of the investigation area. Photo 2. View facing east looking at the beach along the northern limit of the investigation area. 631.589.6353 • WWW.PWGROSSER.COM • PWGC.INFO@PWGROSSER.COM BOHEMIA • MANHATTAN • SARATOGA SPRINGS • MONTICELLO 9 SYRACUSE 2026 PAO - �"1�;.� -nl 1. V :..` ;.Y. L., -r\� I ,i-• 1 . - ff ANN _ tit � �.'Y F.%r'' r 1� ` _ .:"" • ' �' s �� - �• .� � `�.Y r i ` •yam' � -. a P.W. GROSSER CONSULTING ENGINEER & HYDROGEOLOGIST, D.P.C. 4 EC EIE nD S E P 8 2026 z.r, Town vstee.3 +1' Of 4 t^ k Photo 5. View looking at a high water table in mucky sandy soil at sample point Al. A A thy!\� � •i Ir av ,.� 7 x ..: a .5. . Photo 6. View looking at a typical sequence of layers in fine sandy loam soil at sample point A2. P.W. GROSSER CONSULTING ENGINEER & HYDROGEOLOGIST, D.P.C. 631.589.6353 • WWW.PWGROSSER.COM • PWGC.INFO@PWGROSSER.COM BOHEMIA • MANHATTAN • SARATOGA SPRINGS • MONTICELLO • SYRACUSE rJ) C E V E CPAW li'JIRONMENTAL ENGINEERING&CONSULTING 8 2026 Soufhol I Town - of rustees 411-: ik q' Photo 7. View looking at fine sandy loam soil in sample point A3. r Photo 8. View looking at rounded pebbles underlain by fine sandy loam at sample point A4. 631.589.63S3 • WWW.PWGROSSER.COM • PWGC.INFO@PWGROSSER.COM BOHEMIA 9 MANHATTAN 9 SARATOGA SPRINGS • MONTICELLO • SYRACUSE 1 • .e a ` •t�f�s t � r i� 1 1 / 1 a / - z 41. AV Photo 9. View facing east looking at a typical vegetation assemblage in forested area. a G� •SQL.,�..:. ± �:. ' '�'.()• � _ �. * � 'f� / L_/. Pie 46 AV OIL, Photo 10. View facing north looking at a typical vegetation assemblage in forested area. J P.W. GROSSER CONSULTING ENGINEER & HYDROGEOLOGIST, D.P.C. i PAAK;C l` • • 202j6b 71 Photo 11. View facing north looking at a typical vegetation assemblage in shrub dominant area. Photo 12. View facing northeast looking at the transition area between shrub and forest cover. 5 ,i Y J « I C631.589.6353 P.W. GROSSER CONSULTING ENGINEER & HYDROGEOLOGIST, D.P.C. WWW.PWGROSSER.COM • • • BOHEMIA 9 MANHATTAN o SARATOGA • • SEP 8 20262 SouMold Town a <, Board of Trustees COPYRIGHTED MATERIAL © COPYRIGHTED MATERIAL G G \GP \GP COPYRIGHTED MATERIAL © COPYRIGHTED MATERIAL 114 Aerial COPYRIGHTED MATERUIL G COPYRIGHTED MATERIAL G G P P 2010 Aerial PYRIGHTEDrMATERIAL G COPYRIGHTED MATERIAL:, Old Town d o • t O� O�. 2017 Aerial G G P� P� G G COPYRIGHTE MATERIAL � © COPYRIGHTED MATERIAL Q�PVow, N � � SEEP 2026 Southold Town — - _ Board of Trustees i s /qA4 Ilk r � L t .�e 3� A3 d 0 W + ". * 0 1 la 4 + EM Lot Boundary _ _Mean High Water 0 Area of Inspection Line Surveyed Crest of _ Shrub/Forested Dune Cover Boundary Surveyed Limit of 0 Transect Al'A4' Vegetation Points Project: PAM2601 Dune/Property Assessment Figure Date: 8/11/2026 Designed by: IW 1675 Birds Eye Road Drawn by: LH Orient, NY Approved by: IW PV%M P.W.GROSSER CONSULTING ENGINEER Figure NO: O 75 150 AND HYDROGEOLOGIST,D.P.C. Feet 1 ne.6315896353.fa.`63l'S81.— m gci—urtom 3 Soil Map—Suffolk County, New York 3 m (1525 Birdseye Road Soil Map) 725530 725540 725650 725560 725570 725580 72WO 725600 725510 41°B 53"N 41'8 53"N 1 0-- - `r , 0 f o_ Soil Map may not be valid at this 41'E 49"N 41°6 49"N 725540 725550 725560 725570 725590 725590 725900 725610 3 Map Scale:1:546 iP printed on A portrait(8.5'x 11")stieet. N Meters W 0 5 10 30 /V 0 25 50 100 150 Map projection:Web Mercator Comer coordinates:WGS84 Edge tics:UTM Zone 18N WGS84 USDA Natural Resources Web Soil Survey 8/11/2026 Conservation Service National Cooperative Soil Survey Page 1 of 3 Soil Map—Suffolk County,New York (1525 Birdseye Road Soil Map) MAP LEGEND MAP INFORMATION Area of Interest(AOI) �A Spoil Area The soil surveys that comprise your AOI were mapped at Area of Interest(AOI) 1:20,000. 4 Stony Spot Soils Very Stony Spot [Warning:Soil Map may not be valid at this scale. Soil Map Unit Polygons � wet Spot Enlargement of maps beyond the scale of mapping can cause ►v Soil Map Unit Lines misunderstanding.of the detail of mapping and accuracy of soil Soil Map Unit Points t,, Other line placement.The maps do not show the small areas of .- Special Line Features contrasting soils that could have been shown at a more detailed Special Point Features scale. V Blowout Water Features Streams and Canals Please rely on the bar scale on each map sheet for map ® Borrow Pit measurements. Transportation X Clay Spot +-1-4 Rails Source of Map: Natural Resources Conservation Service f; Closed Depression Web Soil Survey URL: ,r Interstate Highways Coordinate System: Web Mercator(EPSG:3857) Gravel Pit US Routes Maps from the Web Soil Survey are based on the Web Mercator Gravelly Spot Major Roads projection,which preserves direction and shape but distorts distance and area.A projection that preserves area,such as the Landfill Local Roads Albers equal-area conic projection,should be used if more Lava Flow Background accurate calculations of distance or area are required. Marsh or swamp . Aerial Photography This product is generated from the USDA-NRCS certified data as of the version date(s)listed below. Mine or Quarry Soil Survey Area: Suffolk County,New York ® Miscellaneous Water Survey Area Data: Version 23,Aug 27,2025 ® Perennial Water -- Soil map units are labeled(as space allows)for map scales i 1:50,000 or larger. Rock Outcrop - -, ` Date(s)aerial images were photographed: May 10,2023—May Saline Spot 11,2023 Sandy Spot ± 8 202 The orthophoto or other base map on which the soil lines were 4W Severely Eroded Spot compiled and digitized probably differs from the background imagery displayed on these maps.As a result,some minor ® Sinkhole Southoi(Town shifting of map unit boundaries may be evident. Slide or Slip Board of Trustees 0o Sodic Spot USDA Natural Resources Web Soil Survey 8/11/2026 :T Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map—Suffolk County, New York 1525 Birdseye Road Soil Map Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI Bs Beaches,sand 0.1 15.9% CpE Carver and Plymouth soils,15 0.7 84.1% to 35 percent slopes Totals for Area of Interest 0.9 100.0% 8 2026 s.uthold Town Board of Trustees USDA Natural Resources Web Soil Survey 8/11/2026 Conservation Service National Cooperative Soil Survey Page 3 of 3 Cantrell, Elizabeth From: John.Bourquin@gtlaw.com Sent: Tuesday, August 18, 2026 4:40 PM To: Cantrell, Elizabeth Subject: 1675 Birdseye Road, Orient (Application of Valentine) Attachments: Executed Road Owner's Endorsement.pdf Good afternoon Ms. Cantrell, as per our correspondence last week I am here providing you with an endorsement signed by the owner of Birdseye Road and notarized. Please provide this to Ms. Hulse as well. Please also advise if you anticipate this matter being on the Trustee's agenda for September 14 or September 16. If you have any questions, please do not hesitate to give me a call. Very truly yours, John L.Bourquin Associate Greenberg Traurig, LLP 2317 Montauk Highway I Bridgehampton, NY 11932 T+1 631.994.2400 x 22413 )f 1Y'_c011(.1t!IYIJJ CJ1i 3NI i,IJ YYI I vliNi1 ,,i'Iv i.,_'I'71 I `�t yji _,J__.,......._/ If you are not an intended recipient of confidential and privileged information in this email, please delete it, notify us immediately at postmaster@gtlaw.com, and do not use or disseminate the information. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i ROAD OWNER'S ENDORSEMENT STATE OF NEW YORK ) ss: COUNTY OF NEW YORK ) 1, JOHN H. JOSEPHSON, do certify and say: I. I am a member of INTERWELLEN PROPERTY PARTNERS, LLC ("Interwellen"). 2. I certify that I am empowered by the Articles of Incorporation and Operating Agreement of Interwellen to execute endorsements and documents regarding Interwellen's real property. 3. Interwellen owns the road known as Birdseye Road in the hamlet of Orient, Town of Southold, State of New York, which road has Suffolk County Tax Map Number 1000- 017.00-02.00-001.014 ("Birdseye Road"). 4. The property known as 1675 Birdseye Road in the hamlet of Orient, Town of Southold, State of New York, having Suffolk County Tax Map Number 1000-017.00-02.00-001.004 ("1675 Birdseye"), has ingress and egress over Birdseye Road by an easement and other legal means. 5. Interwellen understands that PAMELA VALENTINE, as owner of 1675 Birdseye, has made an application to the Town of Southold Board of Trustees for permission to erect a dwelling and other improvements at 1675 Birdseye (the "Work"), and that part of the proposed Work involves improving a portion of Birdseye Road for physical access to 1675 Birdseye. 6. Interwellen hereby approves of and consents to the improvement of Birdseye Road in connection with the Work at 1675 Birdseye, and approves of and consents to the use of Birdseye Road and improvements thereto in connection with the use and enjoyment of 1675 Birdseye by Pamela Valentine, her heirs, successors, and assigns. 7. This endorsement does not create any new rights to Birdseye Road aside from those which presently exist. 8. I make this statement knowing that the Town of Southold Board of Trustees, Counsel for the Town of Southold Board of Trustees, and other departments and agencies of the Town Of Southold may rely on same. Interwellen Property Partners, LLC SWORN BEFORE ME this _day of August, 2026 g` Y John H. Jose son Title: Member t, y Pub DENISA KAMENICA Notary Public-State of New York No.01 KA0017748 Qualified in Richmond County My Commission Expires 12/04/2027 Glenn Goldsmith, President � � � Town Hall Annex A.Nicholas Krupski, Vice President 54375 Route 25 Eric Sepenoski P.O. Box 1179 Liz Gillooly Southold,NY 11971 Joseph Finora " '-` Telephone(63 l)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time'. Completed in field by: _ �(,�/AQ A, CONTINUED FROM 7/15126 AS PER REVISED PLANS AND PROJECT DESCRIPTION RECEIVED 7129/26 Cole Environmental Services on behalf of PAMELA VALENTINE requests a Wetland Permit to construct a proposed 42.6' x 17' (793 S.F.) two-story dwelling on piles, a 42.6' x 10' (425 S.F.) rear first-story wood deck with stairs, a 373 S.F. irregular rear second-story deck, a 20.5' x 7' (145 S.F.) front wood deck with a +/-20 S.F. outdoor shower; an I/A sanitary system to be installed to the west of the dwelling; existing firepit to remain; install a well to establish water supply line; install two drywells; install a 500 gallon buried propane tank; construct an 80' x 12' timber bridge (bridge to be 12' in overall width with 10'4" in width interior of guards), over approximately 473 S.F. of wetlands consisting of five (5) 16' bents supported by a wooden pile substructure with a structural wooden deck; all bridge elements to be constructed of exterior- grade structural timber with no disturbance to occur below the bridge; install an approximately 35' x 12' driveway extending from the dwelling to the bridge approach with a 15' x 20' turnaround area, to be constructed of pervious material consisting of medium-compaction RCA or a pervious masonry/stone product; two (2) approximately 20' x 12' bridge approach areas, grade dependent, to be constructed of medium-compaction pervious RCA; install an approximately 140' x 12' private road accessway within the existing 30' right-of-way extending from the terminus of the bridge to Birdseye Road with existing vegetation within the accessway to be cleared and the roadbed leveled to match existing grade; accessway to be constructed of medium-compaction pervious RCA; silt fencing to be established and maintained during construction; all disturbed areas to be replanted with native, non-fertilizer dependent vegetation; all groundsel bushes (Baccharis halimifolia)within proposed areas of disturbance are to be transplanted elsewhere on the property. Located: 1675 Birds Eye Road, Orient. SCTM# 1000-17-2-1.4 Type of rea to be impacted: altwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: hapt. 275 �hapt. 111 other Type of Application: vXWetland oastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: A, 14 eDA= RQV5 04 Present Were: Goldsmith VN. Kruppski E. Sepenoski \ZL. Gillooly J. Fmora it 51TE LAYOUT NOTES: I. THI5 15 AN ARCHITECT'S SITE PLAN b IS SUBJECT TO VERIFICATION BY A LICENSED I z o w 3 SURVEYOR. THE INFORMATION REPRESENTED ON THI5 SITE PLAN 15 TO THE I 6 o L z=J T ARCHITECT'S BEST OF KNOWLEDGE. f 2.SURVEY INFORMATION WA5 OBTAINED I `\� FROM A SURVEY DATED DECEMBER 15, 2025, M05T RECENTLY REVISED JUNE 111, 2025,AND PREPARED BY: SEAWARD LIMIT OF � 1- -�� �� MHW EL 5.5 VEGETATION.-r,ENNETH M. / � _ m P.O BOX 53 OYGHUKLAND SURVEYING -/. �� A� /� ��' o z z 3 AGUEBOGUE,NY I Ig31 �- I•,•, �� O?, m ?a x w PHONE: (651) 2018-15&5 Q I T ��•.'.'.', zl oas�� I o PROJECT/ZONING DATA i 3 u 1 a=s o TAX MAP# loOo-I�-2-I.4 20' SIDE YARD ! z o s Z Q Z Q o --- --- -- - -- SETBACK ZONING DISTRICT I R-40 INC (35' COMBINED) z k z~ ( 50' REAR YARD SETBACK ��G w 3 Q LOT AREA M O.g ACRES EXIST. W O I N° w h x 2 W -- GEH -------- 15O' SETBACK FROM WATER WELL z,�I FEMA FLOOD ZONES X, AE (EL.=10'),VE (EL.=14') REMOVED o Ig w `��' t/ p 15' SIDE YARD (55' COMBINED) o o Ez.'-' WETLANDS DISTRICT PENDING I N r � I _— W—mo DEG P15TRICT - PENDING I I _ SUFFOLK COUNTY HD APPROVAL _ -____ PENDING — ZONE VE - (EL. 14) I, PIER LINE (LEFT SIDE ADJACENT PROPERTY LOT COVERAGE ! ��� _ - r � PROPOSED--[g3 S.F. DWELLING FOOTPRINT SOUTHOLD TOWN CODE 250-124 r` � Z � �o (EL_lo) 4 m DESCRIPTION (FOOTPRINT) % LOT EXISTING __ %• %��������� U _) AREA COVERAGE I _ -� I/2 5T( DWELLING �, - �g 5, �� / PROP. DRYWELLS_ _ ' ' TOTAL LOT AREA 38,140.5 S.F. �� # 1525 �_-. ° pROP• Y I ti�l _ 1 _ IVEWA � --- - - -- y� `_ LAND N/F OF AREA 5EAWARD OF GEHL 11,44'I O S.F. �p �� 100' WTL SETBAC W K BARBARA B DO u (� (� FRESHWATER WETLANDS f,426.0 S.F I S - FROM DUNE REVOCABLE TRUST — �__� = 4 TANK ' `?s, - 5EPT1 TOTAL BUILDABLE AREA n) Ig 86 f.5 S.F. p, O PROPOSED DWELLING INCLUSIVE 1,565.0 S.F. 6.g% %� CESSPOOL ��� _ 1 %� w 50' WTL SETBACK LINE I OF DECKS �l LIMIT OF MODERATE 1 TOTAL AREA OF ALL STRUCTURES 1365.0 S.F. b.g% // �� _ LAND N/F OF I � � -P WAVE ACTION �PAMELA VALENTINE / I %� �� I BOUNDARY MAXIMUM LOT COVERAGE ALLOWED: 20% i/ -LOT COVERASE HAS BEEN CALCULATED COMPARED TO THE TOTAL BUILDABLE LOT AREA. 4O' FRONT YARD SETBACK 11 PROPOSED WOOD BRIDGE ZONING REGULATIONS MAIN'BUILDlNG PHRf`OMITES A8Y THE I �/� 1 SOUTHOLD TOWN GORE 280-124 ` p. AR��AREp MAN p15IGT `�. 473 SF OF WETLANDS SHOWN pRAINA Mp5QUITo �� //, HATCHED INDICATES BRIDGE o PROPOSED COMPLIES pRIENT %\ / AREA OVER WETLANDS; NO W w x U DISTURBANCE BELOW z V w w rn Ir—MIN. FRONT YARD 40 0' E I10.1' YE5 OF. DROP W c 1 ZONE FOR WTL ET6P` ' `I. � � WELL Z cn � � m I BUILDING -----� pp' W z MIN. SIDE YARD i', I5.0' 11.5' YE5 I 150' MATERIALS �. o '30 FRESHWATER WETLANDS W w m z MIN. COMBINED _ 13 \,, > � w 3s.o' g r.o' ! YES BOUNDARY AS DELINEATED BY > i w SIDE YARDS — -- - , T.H. R D �-'' EN-CONSULTANTS APRIL g ,2024 0 � o MIN. REAR YARD 50.0' 88.3' YE5 , Y J _ c �� ,BIRD a MAXIMUM HEIGHT 35'/25' 28.g � YES 5EE 517E PLAN CL OF GH�A PROVIDED BY N.J. 'I — — --� Jo5EPH LP VEC MAZZAFERRO PE a DRAINAGE SYSTEM CALCULATIONS: ��: O_ FOR ADDITIONAL I ` TOTAL IMPERVIOUS ROOF COVERAGE _ "ig4 S.F. fi S MI000_fi_4_I5 INFORMATION 'ig4 S.F. x 2" RAINFALL EVENT = 152.5 G F 5TORAGE REO.'D �' ExPRI A E PeUw/ � PRIVATE HELL (1) 610 DRYWELL PROVIDES 22.33 G.F. PER FT.OF DEPTH (LOCATED OVER I50 1 FROM SUBJECT CD (2) (o'4> x 3' DEEP D.W.PROPOSED = 133 g8 C.F. STORAGE PROVIDED PROPERTY LINES)` r ' I SEPTIC SYSTEM I n !� �If11�t�Eik.J31f{ F N PROP05ED SITE PLAN SCALE: 1" = 40'-0" o a Cantrell, Elizabeth From: Kate Rummel <kate@coleenvironmentalservices.com> Sent: Tuesday, July 28, 2026 3:35 PM To: Cantrell, Elizabeth; Hobson, Thomas Cc: Chris Cole; Summer Looney; Office Subject: Updated Project Description - 1675 Birdseye Road - Valentine Attachments: Updated Project Description - 07.28.26 - 1675 Birdseye Rd - Valentine.docx Hi, Attached is the updated project description for 1675 Birdseye Road. Thank you. Kindly reply all. Kate Rummel Principal Cole Environmental Services, Inc. 425 Montauk Highway East Quogue, NY 11942 631-369-9445 CES Website I nstagra m Facebook ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 425 Montauk Highway - ^ East Quogue, NY 11942 ---------------- Environmental Consulting (631) 369-9445 Wetland Project Management July 28, 2026 I' i Pamela Valentine € 1675 Birdseye Road I Orient, NY 11957 SCTM: 1000-017.00 02.00 001.004 p� Updated Project Description The following work is proposed: 42.6' x 17' (793 S.F.) 2-story dwelling on piles with 42.6' x 10' (425 S.F.) rear first-story wood deck with stairs and 42.6' x 10' (425 S.F.) rear second story deck. 20.5' x 7' (145 S.F.) front wood deck with +/-20 S.F. outdoor shower. I/A sanitary system to be installed. Existing firepit to remain. Installation of well to establish water supply line. Installation of two drywells. 80' x 12' timber bridge over approximately 473 S.F. of wetlands consisting of five (5) spans at 16' bents supported by a wooden pile substructure with a structural wooden deck. Bridge to be 12' in overall width, 10'4" in width interior of guards. All bridge elements to be constructed of exterior-grade structural timber in accordance with the bridge detail drawings. No disturbance to occur below the bridge. Proposed approximately 35' x 12' driveway extending from the dwelling to the bridge approach with a 15' x 20'turnaround area, to be constructed of pervious material consisting of medium- compaction RCA or a pervious masonry/stone product. Proposed two (2) approximately 20' x 12' bridge approach areas, grade dependent,to be constructed of medium-compaction pervious RCA. Proposed approximately 140' x 12' private road accessway within the existing 30' right-of-way extending from the terminus of the bridge to Birdseye Road. Existing vegetation within the accessway to be cleared and the roadbed leveled to match existing grade. Accessway to be constructed of medium-compaction pervious RCA. Silt fencing to be established during construction. All disturbed areas are to be replanted with native, non-fertilizer dependent vegetation. All groundsel bushes (Baccharis halimifolia) within proposed areas of disturbance are to be transplanted elsewhere on the property. www.ColeEnvironmentalServices.com AM P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build July 24,2026 ...< < Southold Town Trustees 54375 Main Road Southold, N.Y.11971 3 �J� RE:Valentine Residence 1675 Birds eye Rd Ouih icy Tvu rr.,_r` _i s Orient, N.Y.11957 SCTM #1000-17-2-1.4 Dear Board Members, Please find submitted with this letter changes to the proposed Site Plan and Dwelling which include the following: - Moved the proposed dwelling 2.5' to the West - Reduced the rear deck from 12' to 10' and are proposing to cantilever the required structure to support the deck - Adjusted the proposed roof pitch from 12:7 to 12:6 and lowered the second floor top plate height from 10' down to 9'; Overall height to dwelling reduced to 28'-10" - Width of proposed bridge corrected on Site plan to be 10' wide - Shifted proposed IA OWTS as close as possible to dwelling Should you have any questions or require additional information, please do not hesitate to contact our office. Thank you for your time and consideration. AMP Architecture bepperson@amparchitect.com (631) 603-9092 I a � SITE LAYOUT NOTES: w � I. THIS 15 AN ARCHITECT'S SITE PLAN & 15 z Y SUBJECT TO VERIFICATION BY A LICENSED w 3 ' \ SURVEYOR. THE INFORMATION r REPRESENTED ON THI5 SITE PLAN 15 TO THE o z~a ARCHITECT'S BEST OF KNOWLEDGE. ,.o z a r 2.SURVEY INFORMATION WA5 OBTAINED a i U FROM A SURVEY DATED DECEMBER 15, a tj 2025,M05T RECENTLY REVISED DUNE 19, 2025,AND PREPARED BY: o~w KENNETH M.W z o OYGHUKLAND SURVEYING ` V ` / m~'Sw P.O.BOX 153 "�'" ` AOUEBOOUE,NY 11931 �� a m PHONE: (63U 298-1588 -� `�\ a s a w , O oo N.V ' \ K 777 w - a V �r 4TEI:T4' DATA o o w l TAX MAP # 1000-1-1-2-1.4 - d w a z -T-- - - 1 � \ z o a z a z a o ZONING DISTRICT 1 w R-40 NC _ m 50' REAR YARD SETBACK o w z _ ' 0'o. LOT AREA 0.9 ACRES I \ 4 cQ 1 w-a o FEMA FLOOD ZONES X, AE (EL.=10), VE (EL 14') 1 m c 'g uai WETLANDS DISTRICT PENDING S' SIDE YARD 35' COMB ° o w E woa ' x mw�a¢o a DEG DISTRICT PENDING EXIST. SUFFOLK COUNTY HD APPROVAL _ -- PENDING FIREP17 I-I rJ'-� PIER LINE (LEFT SIDE ADJACENT PROPERT>') 1 PROPOSED 15 S.F. DWELLING FOOTPRINT U H6�Lt d`CyYI GG7F -P4 a • // i; s DESCRIPTION (FOOTPRINT) AREA % LOT EX15TINO O �1 - ' 1 PROP. DRYWELLS COVERAGE DWELLING \ �w Mom' - v.. 11/2 STY TOTAL LOT AREA 38,?40.5 S.F. # 1525 PRF-wAY AND N/F OF AREA SEAWARD OF GEHL 1144'i.0 S.F. L �� A I00' WTL SETBACK BARBARA B DOW (� A SEA -� FROM DUNE p ..1 " 0 REVOCABLE TRUST FRESHWATER WETLANDS 7,426.0 S.F. TOTAL BUILDABLE AREA !11 9,86-7.5 S.F. } / _ , / - - -- ,�, �� i W 50' WTL SETBACK LINE PROP05ED DWELLING INGLU5IVE 365.0 S.F. OF DEGK5 F MODERATE VO ���V I LIMIT O TOTAL AREA OF ALL STRUCTURES 365.0 S.F. i b.q% LAND N/F OF N /� — Ir" I N NAVE ACTION Q 11PAMELA VALENTINE , MAXIMUM LOT GOVERAOE ALLOWED: 20% -/" , BOUNDARY ;/ 40' FRONT YARD SETBACK '-LOT GOVERA6E HA5 BEEN CALCULATED COMPARED TO THE TOTAL BUILDABLE LOT AREA. PROPOSED WOOD BRIDGE 473 SF OF WETLANDS SHOWN 1 HATCHED INDICATES BRIDGE o PROPOSED i; COMPLIES I AREA OVER WETLANDS; NO W w Lc� 1 � - DISTURBANCE BELOW Z w � PROP. DROP MIN. FRONT YARD 40.0 10.1 YES ZONE FOR s- �� Z W II WELL W o z MIN. SIDE YARD 15.0' Il5' YES BUILDING MATERIALS ` __.--� / \` FRESHWATER WETLANDS Q W 00 z MIN. COMBINED . '�� BOUNDARY AS DELINEATED BY > `� w SIDE YARDS 55.01 q�o YES _ _ _Y EN-CONSULTANTS APRI L '� ,2024 0 o _.. T MIN. REAR YARD 50.0 88.3 YES = \ I R MAXIMUM HEIGHT - 35/25 28A' YES `\�� AND N/F OF IA SEE SITE PLAN a PROVIDED BY N.J. 0 MAZZAFERRO PE a DRAINAGE SYSTEM CALCULATIONS: ®` FOR ADDITIONAL TOTAL IMPERVIOUS ROOF COVERAGE = 194 S.F. S TM MI000_n_�_I5 INFORMATION '194 S.F. x 2" RAINFALL EVENT = 152.5 G.F, STORAGE REO.V Ews PR,DWELLINGwi IVATE WELL (LOCATED OVER 150' ID (1) 6'0 DRYWELL PROVIDES 22.33 G P .F. PER FT. OF DEPTH FROM LINET e N (2) 6'� x 3' DEEP D.W. PROPOSED = 13398 G.F. STORAG P E PROVIDED I ROPERm uHEM I SErIG 9Y5TEM a N O PROP05ED 51 TE PLAN SCALE: 1" = 40"0" o a I a � SITE LAYOUT NOTES: w � I. THIS 15 AN ARCHITECT'S SITE PLAN & 15 z Y SUBJECT TO VERIFICATION BY A LICENSED w 3 ' \ SURVEYOR. THE INFORMATION r REPRESENTED ON THI5 SITE PLAN 15 TO THE o z~a ARCHITECT'S BEST OF KNOWLEDGE. ,.o z a r 2.SURVEY INFORMATION WA5 OBTAINED a i U FROM A SURVEY DATED DECEMBER 15, a tj 2025,M05T RECENTLY REVISED DUNE 19, 2025,AND PREPARED BY: o~w KENNETH M.W z o OYGHUKLAND SURVEYING ` V ` / m~'Sw P.O.BOX 153 "�'" ` AOUEBOOUE,NY 11931 �� a m PHONE: (63U 298-1588 -� `�\ a s a w , O oo N.V ' \ K 777 w - a V �r 4TEI:T4' DATA o o w l TAX MAP # 1000-1-1-2-1.4 - d w a z -T-- - - 1 � \ z o a z a z a o ZONING DISTRICT 1 w R-40 NC _ m 50' REAR YARD SETBACK o w z _ ' 0'o. LOT AREA 0.9 ACRES I \ 4 cQ 1 w-a o FEMA FLOOD ZONES X, AE (EL.=10), VE (EL 14') 1 m c 'g uai WETLANDS DISTRICT PENDING S' SIDE YARD 35' COMB ° o w E woa ' x mw�a¢o a DEG DISTRICT PENDING EXIST. SUFFOLK COUNTY HD APPROVAL _ -- PENDING FIREP17 I-I rJ'-� PIER LINE (LEFT SIDE ADJACENT PROPERT>') 1 PROPOSED 15 S.F. DWELLING FOOTPRINT U H6�Lt d`CyYI GG7F -P4 a • // i; s DESCRIPTION (FOOTPRINT) AREA % LOT EX15TINO O �1 - ' 1 PROP. DRYWELLS COVERAGE DWELLING \ �w Mom' - v.. 11/2 STY TOTAL LOT AREA 38,?40.5 S.F. # 1525 PRF-wAY AND N/F OF AREA SEAWARD OF GEHL 1144'i.0 S.F. L �� A I00' WTL SETBACK BARBARA B DOW (� A SEA -� FROM DUNE p ..1 " 0 REVOCABLE TRUST FRESHWATER WETLANDS 7,426.0 S.F. TOTAL BUILDABLE AREA !11 9,86-7.5 S.F. } / _ , / - - -- ,�, �� i W 50' WTL SETBACK LINE PROP05ED DWELLING INGLU5IVE 365.0 S.F. OF DEGK5 F MODERATE VO ���V I LIMIT O TOTAL AREA OF ALL STRUCTURES 365.0 S.F. i b.q% LAND N/F OF N /� — Ir" I N NAVE ACTION Q 11PAMELA VALENTINE , MAXIMUM LOT GOVERAOE ALLOWED: 20% -/" , BOUNDARY ;/ 40' FRONT YARD SETBACK '-LOT GOVERA6E HA5 BEEN CALCULATED COMPARED TO THE TOTAL BUILDABLE LOT AREA. PROPOSED WOOD BRIDGE 473 SF OF WETLANDS SHOWN 1 HATCHED INDICATES BRIDGE o PROPOSED i; COMPLIES I AREA OVER WETLANDS; NO W w Lc� 1 � - DISTURBANCE BELOW Z w � PROP. DROP MIN. FRONT YARD 40.0 10.1 YES ZONE FOR s- �� Z W II WELL W o z MIN. SIDE YARD 15.0' Il5' YES BUILDING MATERIALS ` __.--� / \` FRESHWATER WETLANDS Q W 00 z MIN. COMBINED . '�� BOUNDARY AS DELINEATED BY > `� w SIDE YARDS 55.01 q�o YES _ _ _Y EN-CONSULTANTS APRI L '� ,2024 0 o _.. T MIN. REAR YARD 50.0 88.3 YES = \ I R MAXIMUM HEIGHT - 35/25 28A' YES `\�� AND N/F OF IA SEE SITE PLAN a PROVIDED BY N.J. 0 MAZZAFERRO PE a DRAINAGE SYSTEM CALCULATIONS: ®` FOR ADDITIONAL TOTAL IMPERVIOUS ROOF COVERAGE = 194 S.F. S TM MI000_n_�_I5 INFORMATION '194 S.F. x 2" RAINFALL EVENT = 152.5 G.F, STORAGE REO.V Ews PR,DWELLINGwi IVATE WELL (LOCATED OVER 150' ID (1) 6'0 DRYWELL PROVIDES 22.33 G P .F. PER FT. OF DEPTH FROM LINET e N (2) 6'� x 3' DEEP D.W. PROPOSED = 13398 G.F. STORAG P E PROVIDED I ROPERm uHEM I SErIG 9Y5TEM a N O PROP05ED 51 TE PLAN SCALE: 1" = 40"0" o a GENERAL SYMBOL KEY: ' ay F w a m m w o NEW FOUNDATION WALL EXI5TIN6 TO REMAIN ¢ a NEW WOOD FRAME \ u~i o F zpw_ O Z J x f UQ Q W 1 p ¢Q F U; w ':mwa3� N O=Z w Z U O Q U ¢' m a i W. N,' x z t w i Z: i z n.w Fo w o a a' , ',o �p • p a p rZj '.IL,1, p z � �n- GHQ - ow3zz x i wFOZw DECK TO BE CANTILEVERED; NO w a o STRUCTURAL GROUND a z¢oor DISTURBANCE BELOW DECK a a w p aNa1=� j u o Z U U 42'-6" > > > Iwm a� i�oo¢o aU WOOD DECK WOOD DEGK 425 S.F. I TV TO FOLD DOWN 425 5.F. — FROM CEILING 4—j — Q ON. U Q q'-IO" O LIVE EDGE COUNTERTOP in = m U m / UP --- Q m � I 'o - L1 WALL HUNG TV . u� \ CLOSET i°�° � N O `y O 4'-0' 3'-6" ON. m FIREPLACE r �; un m R 5'-5 3-6" — OUTDOOII'-5" 3' 10'-4" 10'-10" p: O � SHOWER;OPEN ' g TO ABOVE w Lu } PROVIDE EXTERIOR O GI, j ?G3 5F GFA ACCE55 FOR GLEAN WOOD DEGK OUT $ WOOD SUPPLY -!G3 SF 6FA W in— a z 685 S.F. HABITABLE 145 S.F. 655 5.F. HABITABLE Q W m Z ----- — PROPOSED FIRST FLOOR PLAN 20'-5" PROPOSED SECOND FLOOR PLAN 0 o 51—ALE: 1/6" = -O" SCALE: I/6Ile", I'-O" LLO � J Q �t 0 a 0 a a N Q � o a� W R Q I N Z N gx - I z w 3 �oow4 zx¢ IS" d I i ( OZOU II I I r- ,1 I I m ag¢ 2 0 0 0 U �arw i I �. 'aazwo� oiol :ao,oLU LLL IzwF=w� t �ooa�o I ry �w f r I LjLiLi zl I U I 1 1l I iI � Wit . �I roi ww�1c~i Iw�=zo d� a�3�a I,I : II aw as II i o - I y �I NORTH ELEVATION (REAR) AE5T ELEVATION (LEFT 51DE) U SGALE: I/8" = I'-O" SGALE: I/8" = V-C" (a) 624-1 12 12 6 6 LU- I� I I II I I. I -- I 'I j { i O ,I I � I I, 1! i � O U i I II 0 UL jl Li LL— O W w ti) w rn - ) i. - -- N �— - -- Z W 0 Z ,I W I _I N H Q W m Z > L W O N O a, O I� 'i : --------- ---- d �.,i.111 —. J N ' N EAST ELEVATION (RIGHT 51 DE) PROP. BUILDING 5EGTI ON SOUTH ELEVATION (FRONT) SCALE: I/8" = I,_O" SGALE: 1/8" SGALE: i/8" I'-O" o a■/ / a 1 ` o \ � ♦ z o w 3 a ~ v��i usiow U a R w w >>F in a a O¢O 3 z waSa3 0 Vic- z a N a o N a w' 00 za ao w- U N - ❑w��Z y UL 2 7 2026 =34s w==ZW o l a aGm '` ' M — Souttrold Town g R 5 w _ram ' Board of Tnistees W t� EXIST. ' *�,� FIREPIT I I-15 _ ' PROPOSED lci5 S.F. DWELLING FOOTPRINT 7 0 m EXISTING 11/2 5TY Dl^IELLINGPROP. DRYWELLS s< a. 1 e v +e If ,,, � a: _. a. " .tea• .��,�, PROP05� {��� :� Aft-Ai LLI Z W M In s r („) w rn PLLI ROP. DROP se Z W V) ZONE FOR .• �`�``'71-�, __ w in0 Z BUILDING MATERIALS W co Z IZ� t' } °'- •I - A'A e. > a' In w r a ti CL Alt o Q PROP05ED 51 TE PLAN w w a 51-ALE: 1" = 40'-0" a -- I DEPARTMENT, INC. 23300 Main Road Orient NY 11957 (631) 323-2445 - Fax 323-9706 i 1675 Birdseye Road Orient NY 11957 July 15, 2026 To Whom It May Concern, As Chief of the Orient Fire Department, I have reviewed the proposed site plan and access configuration for this project. Based upon my review, I do not foresee any significant fire department access concerns, provided that the proposed 15-foot by 15-foot right-of-way is maintained and kept clear at all times for emergency vehicle access. The proposed residence is located approximately 110 feet from the roadway to the structure,which is well within the capabilities of the Orient Fire Department.Our standard pre-connected attack lines are 200 feet in length,allowing adequate reach to the structure without requiring extraordinary measures. Provided that the access easement remains unobstructed and is maintained in a condition suitable for emergency vehicle and personnel access,the Orient Fire Department has no objection to the proposed project from an emergency access standpoint. Should you have any questions or require additional information,please do not hesitate to contact me. Sincerely, Richard Gillooly i Chief Orient Fire Department i i dfi o l d'.Ibm ;_ '._,� r € i Trustees; , ,, v"o K Department ofKATHY HocHUL STATE Environmental Governor Conservation AMANDA LEFrON o fo r LETTER OF NO JURISDICTION - FRESHWATER WETLANDS 07/15/2026 ' l�1 I,� � 2028 Summer Looney 425 Montauk Hwy, East Quogue, NY, 11942, USA Sent via email to: Info@ColeEnvironmentalServices.com �-- Re: DEC Freshwater Wetlands Parcel Jurisdictional Determination for Parcel 17.-2-1.4, Suffolk County County Dear Summer Looney, On July 11, 2025, the New York State Department of Environmental Conservation (DEC) received your Parcel Jurisdictional Determination request for freshwater wetlands and issued a determination for the above referenced parcel. This letter supersedes that jurisdictional determination. Based on changes in the law and regulation since that jurisdictional determination, DEC determined that there are currently no DEC regulated freshwater wetlands, or regulated adjacent areas, within the boundaries of the above referenced parcel of land. Please note that wetlands or wetland adjacent areas within the parcel boundaries, that are not currently jurisdictional may become jurisdictional in the future consistent with ECL Article 24. Pursuant to ECL section 24-0703, this determination shall be a complete defense to the enforcement of ECL Article 24 as to this parcel for a period of five years (through 07/13/2031). This determination pertains only to state-regulated freshwater wetlands and regulated adjacent areas on the above referenced parcel. DEC also regulates protected streams, tidal wetlands, coastal erosion hazard areas, and other important environmental resources. Work affecting those areas may also require DEC permits. More information on other DEC permit programs is available online at gtpsaldec.n ov/re arylpermits-.licenses/enviroi-imental-Dert-nits. This Division of Fish and Wildlife I Bureau of Habitat 625 Broadway, Albany, NY 12.233-4756 1 www.dec.ny.gov ( fwwjurisdiction@dec.ny.gov letter does not relieve you of the responsibility of obtaining any other necessary permits or approvals from other local, state, or federal agencies. If you have questions regarding this determination, please email fwwjurisdiction@dec.ny.gov t I.,.,,....,,..,...,. ..,_, 1 1 d" of" r r r.She Division of Fish and wildlife Bureaus of Habitat 625 Broadway,Albany, ICY 12233-4756 1 www.dec.ny.gov I fwwjurisdiction@dec.ny.gov E K Department ofKATHY HOCHUL STATE Environmental Governor Conservation AMANDA LEFTON _Conit7"lissiDner, LETTER OF POSITIVE JURISDICTION - FRESHWATER WETLAND 10/24/2025 d `. JUL1 5 202 �R Summer Looney 425 Montauk Hwy, East Quogue, NY, 11942, USA Sent via email to: Info@ColeEnvironmentalServices.com Re: DEC Freshwater Wetlands Parcel jurisdictional Determination for Parcel 47388917.-2-1.4, Suffolk County. Dear Summer Looney, Based on the parcel identified in your request, the New York State Department of Environmental Conservation (DEC) has determined that the parcel contains freshwater wetlands and/or freshwater wetlands adjacent areas (AA) regulated by DEC pursuant to Article 24 of the Environmental Conservation Law (ECL). The parcel contains freshwater wetlands and/or regulated adjacent area(s) that meet an Unusual Importantace (UI) criterion. Specifically, the wetland is located within or adjacent to an urban area, as defined and identified by the United States Census Bureau. The table below identifies the highest class.jurisdictional wetland and/or regulated adjacent area within the parcel boundaries. In addition to the wetland identified, other jurisdictional wetlands or AAs may be present. Tax ID#: Highest Wetland Class: Class II: it is located within a FEMA 47388917.-2-1.4 designated 100-year floodplain (§ 664.5 (b)(7)). This determination shall remain valid for five years from the date of this letter (through 10/22/2030). An Article 24 permit from DEC is required for any regulated activity undertaken within regulated wetlands or their adjacent areas. Prior to engaging in any regulated activity, a freshwater wetland delineation is necessary to determine the Division of Fish and Wildlife I Bureau of Ecosystem Health 625 Broadway, Albany, NY 12233-4756 1 www,de(:.ny.gov I FW.EcoHealth@dec.ny.gov precise boundary of jurisdictional wetlands and regulated adjacent areas so they are avoided or necessary DEC permitting is obtained. If you have a project planned on the referenced parcel that may impact jurisdictional wetlands or adjacent areas, please use this ."a of A4DECOff DEices to identify the appropriate DEC Regional Office, and this Contact th-e-Reclional-DE-C Office link to request and schedule a freshwater wetlands delineation. In addition, the following link provides more information about DEC jurisdictional determinations: htt- s://dec.oy.gio\//nat.ure/waterbodies/wetiands/fr-eshwater- wetlands-p jMgj a/frQ_5hwater-wetlgnd-ju Cisd ictiona 1-dete rm i nation Pursuant to ECL section 24-0301(4), there is a rebuttable presumption that areas meeting the definition of Freshwater Wetland or regulated adjacent area are regulated and subject to permit requirements. If you believe this jurisdictional determination has been made in error, you may request an initial consultation with DEC by scheduling a meeting on the parcel or property with the appropriate regional office to review the jurisdictional determination, pursuant to 6 NYCRR 664.9. Please note that this determination pertains only to state-regulated, freshwater wetlands and regulated adjacent areas. DEC also regulates protected streams, tidal wetlands, coastal erosion hazard areas, and other important environmental resources. Work affecting those areas may also require DEC permits. More information on other DEC permit programs is available online ermits-licenses/ennmen tal-�De rm i .�s at htt s://dec.n g_0w_rQgU_l�a.._to_rV/D viro In addition, please note that this letter does not relieve you of the responsibility of obtaining any other necessary permits or approvals from other local, state, or federal agencies. JUL 40 ¢ kA Division of Fish and Wildlife Bureau of Ecosystem Health 625 Broadway,Albany, NY 12233-4756 1 www.dec.ny.gov I FW.EcoHealtli@dec.i-iy.gov AM P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone: (631)603-9092 Design + Build July 14, 2026 Southold Town Trustees JUL 1 4 54375 Main Road Southold, N.Y. 11971 l-o uHiold Town of Trustees RE:Valentine Residence ,..H_..u_..z..... 1675 Birdseye Rd Orient, N.Y. 11957 SCTM #1000-17-2-1.4 Dear Board Members, Please find the revised site plan enclosed for your review. The plan has been updated to reflect revisions to the proposed wood bridge crossing the wetlands. Should you have any questions or require additional information, please do not hesitate to contact me. Thank you for your time and consideration. Brooke Epperson AMP Architecture bepperson@amparchitect.com (631) 603-9092 W K Q BITE LAYOUT NOTES: I. THI5 15 AN ARCHITEGT'5 51TE PLAN b 15 Z SUBJECT TO VERIFICATION BY A LICENSED J Y x mWo 5URVEYOR. THE INFORMATION x r REPRESENTED ON THIS SITE PLAN IS TO THE ARCHITECT'S BEST OF KNOWLEDGE. <o 2.SURVEY INFORMATION WAS OBTAINED OW I ` m N'w ~ FROM A SURVEY DATED DECEMBER 15, o°z _ 0 1 \`\\. U Q o . 2025,M05T RECENTLY REVI5ED JUNE 111, x U a 202 D w-,W 5,AND PREPARED BY: SEAWAR LIMIT OF MHW EL 5.5 o J VEGETATION--�1 �� U'w a-:KENNETH M. WOYGHUKLAND SURVEYING 5 a P.O.BOX 153 /--� 1. �` \ /SS( z U o a v: x 2 J W AGUEBOGUE,NY I1931 PHONE: (9>31) 2015-15b8 °3 zw °W - • o 20' SIDE YARD I `< 1 a a= TAX MAP# 1000-17-2-1.4 x r r o m SETBACK w zawQ0 �Z Zr ZONING DISTRICT R-4o NC (35' COMBINED) ' -' :- 1 50' REAR YARD SETBACK "W 3 Z Z U °w� LOT AREA O.a ACRES ____ 1 w z°z w FEMA FLOOD ZONES X,AE (EL.=109,VE (EL.=I49 15' SIDE YARD (55' COMBINED) a Z U— WETLANDS DISTRICT PENDING I I w I 1 r o o ts$ DEC DISTRICT PENDING \ 1 I 1 EGK ZONE V� � SUFFOLK COUNTY HD APPROVAL __-____ PENDING �.\ `` (EL. 14 115.0'i` — PIER LINE (LEFT SIDE ADJACENT PROPERTY) FIREPIT LOT 0C2�'�1� .. . DECK 1 �`--�.� ��`_ � ' PROPOSED 7q3 S.F. DWELLING FOOTPRINT --- - .� �� ` ' ONE I . WUTHoLp T01 ,C,1DE�.2$C#42` 4 - ',ZONE X % LOT --- --- � �. DESCRIPTION (FOOTPRINT) AREA COVERAGE EXI5TING ~- 82.0'�- 1 U • I PROP. DRYWELLS � m 1 1/2 5TY DWELLING i I pROp• TOTAL LOT AREA 38,T40.5 S.F. # 1525 % I�/trWAY N 1 1 T AREA SEAWARD OF GEHL 11,44-7.0 S.F. °H 1 LAND N/F OF -•y, ,` �p 100' WTL SETBACK ,I •�•r BARBARA B DOW (� � FRESHWATER WETLANDS 7,426.0 S.F. i j O. 1 �` FROM DUNE REVOCABLE TRUST L- SEPTI TANK Q (!7 TOTAL BUILDABLE AREA (U f 14 bb 1.5 S.F. I I A ,I 1 1 -� I I N 50' WTL SETBACK LINE [D OFODECKS DWELLING INCLUSIVE 1,44b.0 S.F. 7.3% CESSPOOL �,,� , LIMIT OF MODERATE TOTAL AREA OF ALL STRUCTURES I 144b.0 S.F. LAND N/F OF I WAVE ACTION PAMELA VALENTINE BOUNDARY I I ? Q MAXIMUM LOT COVERAGE ALLOWED: 20% ``\� I LOT GOVERAFE HAS BEEN CALCULATED COMPARED TO THE TOTAL BUILDABLE LOT 'AREA 1 - ` 40' FRONT YARD SETBACK\ 1 ' PROPOSED WOOD BRIDGE C�NIi�C�' 4JLAT1UNa , IN,fUlli1N PHRAGMI �D $v THE I 'O DRpJNAENyQUITO D15TR1GT i 473 SF OF WETLANDS SHOWN HATCHED INDICATES BRIDGE o PROPOSED COMPLIES OR ` AREA OVER WETLANDS; NO W W m in PROP. DROP r�0.0' �� 1 DISTURBANCE BELOW Z U MIN. FRONT YARD 40.0' 109.a' YES ZONE FOR SETSpGK �- ~ W h-- _ OO- WELL Z 0 a z BUILDING W? 1 �.e-�-� 150 W MIN. SIDE YARD �'; 15.0' I5.0' YES MATERIALS -�-�-"yl\� `-„ 13 30 % FRESHWATER WETLAND5 Q w m z MIN. COMBINED 582 `�-- ""fl>r" BOUNDARY AS DELINEATED BY > � SIDE YARDS 35.0' 9-f.0' YES � MIN. REAR YARD 50.0' bb.l' YE5 T.H. I S �( R - I EN-CONSULTANTS APRIL c ,2024 0 o J Q MAXIMUM HEIGHT �;� 35'/25' 30.b' YES N� OF SEE SITE PLAN I a LAND GGH1A PROVIDED BY N.J. _ LA`S MAZZAFERRO PE JpSEpH I a �} O FOR ADDITIONAL DRAINAGE SYSTEM CALCULATIONS: r ���� � �/1 E _ I TOTAL IMPERVIOUS ROOF COVERAGE _ '7 4 S.F. r ._. _m,,t_ :. INFORMATION -la4 S.F. x 2" RAINFALL EVENT = 152.5 C.F. STORAGE REQ'D I § I N 60 DRYWELL PROVIDES 22.33 G.F.PER FT.OF DEPTH JUL 1 `>A N t (2)64 x 3' DEEP D.W. PROPOSED = 1339b CE STORAGE PROVIDED �j _ I I r ' PROPOSED SITE PLAN w w� 4 t s f t fu a:' �s SCALE: 1" = 40'-0" o a� 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management Town of Southold Board of Trustees 54375 Main Road P.O. Box 1179 Southold, NY 11971 Re: Previously Approved Trustees Dwelling Permit Pamela ValentineI.��.. 3 2 04 1675 Birdseye Road Orient, NY 11957 't#nki�u�n � SUM No.: 1000-017.00-02.00-001.004 To Whom It May Concern, Our client is seeking to build a new residence at 1675 Birdseye Road in Orient. Please find enclosed a previously approved Board of Southold Town Trustees permit dated 4/26/1990 to construct a one- family dwelling, pool, deck, sanitary system, and driveway at the above referenced property. The scope of the residence and decks has been reduced from previously approved 2,384.0 S.F.to proposed 1,448.0 S.F. Should you require anything additional, please do not hesitate to reach out. Sincerely, Summer Looney Info�ColeEnvironmentalServices.com Cole Environmental Services, Inc. www.ColeEnvirorimentalServiges.com l Johri1Vl `B�tedemeer, Ptesadett rya SUPESC3R . P.S Vice President-' dD SCOIT Zy IARRTS Henry mzfh, Albert J Rri ps 4 Jr. • �' John ednoski,Jr. �Qj.: Tovm H ll L B John.B.Tuthill : 53095 Main Road P.O Box;1179 Telephone(516).70-1892 BOARD OF TOWN TRUSTEES Southold,:New ork:11971 Fax(516)765-1823 TOWN OF.SOUTHOI:D March 6, 1992 En-Consultants, Ino. 1329 North Sea Road Southampton, NY 11968 RE: Antonio Perez - Permit #3 821 SCTM #100017-:2-1.4 Dear Mr. Haje: The following action was taken by the Southold Town Board. of Trustees on February 27, 1992: i RESOLVED that the Southold .Town Board .of Trustees approve the request to amend permit #3821 to move the house southward a_�q' per DEC. Please note that this project is. subject to Coastal Erosion review and a application should be submitted as soon as possible:. If you have any question, please do not- hesitate to contact this office. \ 5P F t Very truly yours, John. M. Bredemeyer, III t President, Board of Trustees JMB:jmt Board of Trustees, - 2 - January 28, 1992 Town of Southold Please advise what additional steps, if any, are required to secure your amended approval. Vex truly yours, Roy L. Haje � } President RLH:KD Enclosures cc: Antonio Perez Anne Branch Williams 44 x ,t r , � Ow Board Of Southold Town ` Trustees r SOUTHOLD, NEW YORK _ j PERMIT NO. .... 3821. .............. DATE: .April-26 -1990 � �> ,- ISSUED TO .......AnIpnia... eTgz./..Angie*.Wgm, ; ............ �. 71 x Pursuant to the provisions of Chapter 615 of\tlie La of ; the State of New York, 1893; and Chapter'404 of the Laws of the i Y` "' State of New York 1952; and the Southold Town Ordinance, eri- !. $'! titled "REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the z: REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;" and in accordance with the " Resolution of The Board adopted at a meeting held on ....April,.2.5... 19.. 9 . , and in consideration of the sum of $.............................. paid by ......................................................................................................................................................... � Xis *j� i v. s : v of ......................... . . .................. .... N. Y. and subject to the '! Terms and Conditions listed on the reverse side hereof' of Southold Town Trustees authorizes and permits the following: " . To construct a one-family dwelling, Pool, Deck, Sanitary rs: system well, Bluestone {or similar pervious} driveway. Approx. 500c.y. of clean fill to be trucked into raise grades z. 1 CONDITION: Revised plans must be submitted to Board before all in accordance with the detailed specifications as presented inassue the originating application. 0. r IN WITNESS WHEREOF The said Board of Trustees here. t ti ; by causes its Corporate Seal to be affixed, and these presents to ' be subscribed by a majority of the said Board as of this date. 3 � ' 1 �, ...A. .......... tastes ':•.- -r_z ,�;,,-?�-x Sa z�%,�se „7':F:aT�-� �*'m �'� ws•. :wF`.•,a :4t�•+s -'���":ss•-a+-�:s=-= �'aae a� \ ! _��? 'G�. eLz%�• \�¢ { �;��,, �F?F�� ,r%ya� -;�3�'' .�y� �.ti;y, `��:9 yvp�F �..a�-•\ * �J�� ENVIRONMENTAL SERVICES i qP1 r 2 SOUTHO EN-CONSULTANTS, a D 1329 NORTH SEA ROAD, SOUTHAMPTON, NEW YORK 11968 516-283-6360 FAX NO. 516-283-6136 Jaknuary28, 1992 i { Board of Trustees Town of Southold 53095 Main Road Southold, New York 11971 RE: ANTONIO PEREZ/ANN BRANCH WILLIAMS, r.o.w. off Main Road Orient SCTM No. 1000-017-2-1.4 Dear Sirs: A permit was issued to construct a one-family dwelling, sanitary system, etc. , on my client's property in Orient. A copy of your permit No. 3821 is attached for your ready reference. Subsequent to receipt of your permit, the NYSDEC denied their tidal wetlands application largely on the basis of the home being too close to what they felt to be the high water line of Long Island Sound. A copy of their denial letter is attached. In accordance with the instructions contained in that denial letter, we have filed a new application with the NYSDEC, which moves the house southward. As this neces- sitates a modification in the Trustees' approval, I request that this be done and that you appreciate the difficult situation that the applicant is in. I trust you will agree that these modifications will not adversely affect the small freshwater wetlands located along. the south side of the property. We affirm our agreement to remove the old road and plant marsh in the area as long as the NYSDEC does not ultimately require us to retain it. TRUSTEES z SCOTT L. HARRIS Supervisor John M. Bredemeyer, 111, President Henry P. Smith, Vice President . , Town Hall, 53095 Main Road, Albert J. Krupski, Jr. P.O. Box 1179 John L. Bednoski, Jr. John B. Tuthill Southold, New York 11971 BOARD OF TOWN TRUSTEES Fax (516) 765-1823 Telephone (516) 765-1892 TOWN OF SOUTHOLD Telephone(516) 765-1800 July 27, 1990 Roy L. Haje En-Consultants,Inc. 1329 North Sea Road Southampton, NY .11968 RE: Perez/Williams Dear Mr. Haje: The following action was taken by the Board of Town Trustees during its regular meeting held on July 26, 1990: RESOLVED that the Town Trustees approve the request-for approval of revised plan as submitted on June. 28, 1990 in accordance to the. condition of permit #3821 approved April 25, 1990. Please return to the Building Department for a determination on the need for any other permits which may be required for this project. Very, truly yours, i John M. Bredemeyer, III President, Board of Town Trustees JMB:jt cc: Bldg. Dept. CAC E File TRUSTEES SCOTT L. HARRIS ' Supervisor John M. Bredemeyer, III, President Henry P. Smith, Vice President Albert J. Krupski, Jr. 1 ° Town Hall, 53095. Main Road John L. Bednoski, Jr. P.O. Box 1179 John B. Tuthill Southold, New York 11971 BOARD OF TOWN TRUSTEES Fax(516) 765-1823 Telephone(516)765-1892 TOWN OF SOUTHOLD Telephone(516) 765-1800 April 30, 1990 Roy Haj e En-Consultants, Inc. 1329 North Sea Road Southampton,. NY 11968 <. _ Re: App. No. 12-1-8,9-17-2-1.4 f Dear Mr. z�j e: rAl The following action was taken by the Board of Town Trustees during its. regular meeting held on April 25, 1990 regarding the above matter: WHEREAS, En-Consultants IN BEHALF OF Perez/Williams applied to the Southold Town Trustees for a permit under the provisions of the Wetland Ordinance of the Town of Southold, application dated December 4, 1989 and, WHEREAS said application was referred to the Southold- Town Conservation Advisory Council for their findings and recommendations, and, WHEREAS, a public hearing was held by the Town Trustees with respect . to said application on April 25, 1990 at. which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, - 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 EN-CONSULTANTS IN BEHALF OF PEREZ/WILLIAMS BE AND HEREBY IS GRANTED PERMISSION UNDER THE WETLAND ORDINANCE TO: Construct a one-family dwelling, pool, deck, sanitary system well, bluestone (or similar pervious) driveway. Approximately 500 c.y. of clean fill to be trucked in to raise grades. CONDITION: Revised plans as per correspondence of March 29, 1990, must be submitted i tbAhe Board of Trustees before a permit will be issuea. This permit will expire two years from the date it. is signed if work has not commenced by said date. Fees must be paid, if applicable, and permit issued within six months, of the date of this notification. Two inspections are required and the Trustees. are to be notified upon completion of said project. Please return to the Building Department for a determination. on the need for any other permits which may be required for this project. Permit will be issued upon payment of the ,following fees for work to be done below Mean High Water Mark: Very truly yours, John M. Bredemeyer, III President, Board of Trustees JMB: jb cc: Bldg. Dept. conservation Advisory council , file ;z - w of Richmond Creek. The Council requests the .applicants use haybales between the work area and wetlands, and all work stay 10' away from bank. 3258 South Harbor Road, Southold Vote of Council: Ayes: All RESOLVED. to recommend to the Southold Town Trustees approval of Wetland Applicaiton No. 11-4-89-80-3-6 to replace withing 18' and existing high retaining wall 76' in length and. construct a .new wall 6' lower, than existing wall to.create a terraced effect with returns on east and west .sides. West Shore Drive, Southold Vote of`Council: Ayes: All RESOLVED to recommend to the Southold Town Trustees disapproval. of Wetland Application No. 12-1-89-17-2-1 .4 of .Antonio Perez and Anne Branch Williams to construct a single family dwelling, pool, sanitary system, well, driveway and . truck in fill to raise grade. The CAC disapproves of the project because the road will. go across the freshwater` wetlands, the septic system would be higher than the pond and more information is needed on .the hydraulics of the pond and the property should be staked and marked clearly. ROW off Main Road, Orient Vote of Council: Ayes: All Waiver Requests WAiver of Maria Mercorella to add a deck at 2260 Great Peconic Bay Blvd, Laurel is approved with suggestions that applicant not fertilize lawn because of flooding during heavy rains and plant native vegetation within 30' of wetlands. i 4 d f F y„ fi 4 l zr� z 9 1989 i C003 IVy _f Q . 0 L&j C9 Q Z Q 0 . CO* LL low Z . Illlle C9. Q ao w z c 40 �., W6 Q H us w LAa m w Q eau. CA - o C9 o � o • Wo.. .. <' .. .. ...� .:,.,.J"�'... _.�.,. ':2�; w,�+�cx�,-+,e .r<:.,..�`�'�]�E?`•A�-p�..L�"."�..4�'�.`.i.+,_..ten•:._;.:+�-.fit'' .�..i - .� F,i ,... ��\l' �F1!((�• � 3\` j l { ""tom DEC - d TELEPHONE F F (516)765-1992 A,��` J /r � .. ( p r V n.' � �'d..d' `;. Cie,b'. � BOARD OF TOWN TRUSTEES Town OF SOUTHOLD Town Hall, 53095 Main Road -Jf� P.O. Box 728 Southold, New York 11971 APPLICATION IS. HEREBY MADE TO THE TOWN TRUSTEES, TOWN OF - OLD, SUFFOLK COUNTY, NEW YORK, FOR THE ISSUANCE OF A PERMIT PURSUANT TO THE 'LAWS........._; ORDINANCES AND REGULATIONS GOVERNING THE COASTAL AND INTERIOR WETLANDS, FLOOD PLAINS AND DRAINAGE AREAS OF SOUTHOLD TOWN, AND THE ISSUANCE OF PERMITS PURSUANT TO CHAPTER 32 OF THE CODE OF THE TOWN OF SOUTHOLD. APPLICATION NO. DATE November 28, 1989 APPLICANT'S NAME: Antonio Perez/Anne Branch WilliamSTEL. NO.213-578-5154 MAILING ADDRESS: P- O- Box 88354, Los Angeles, California 90009 AGENT: En-Consultants, Inc. TEL NO. 516-283-6360 AGENT ADDRESS- 1329 North Sea Road, Southampton., New York 11968 Construct a one-family dwelling, pool, deck, sanitary P&RMIT. REQUESTED TO: systems well, bluestone (or similar pervious) driveway, as shown on attached site plan. Approximately 500 c.y. of clean will be trucked in to raise grades. (Directions attached) a LOCATION OF PROPERTY FOR REQUESTED PERMIT: r.o.w. off Main Road, Orient I HAMLET; - Orient TAX MAP NO: 1000- 17-2-1.4 CREEK, BAY OR HARBOR FRONTING PROPERTY: Long Island Sound SIZE OF PROPOSED WORK: , LENGTH: See attached WIDTH: j APp. Page 2. YDS.. TO BE-EXCAVATED: YDS. TO BE FILLED: 500 MANNER IN WHICH MATERIAL WILL BE REMOVED OR DEPOSITED: Trucked in, dumped, and graded. WIDTH OF CANAL, CREEK OR BAY FRONTING PROPERTY: 10+ mile DEPTH AT LOW TIDE: N/a AVER. RISE IN TIDE: DISTANCE TO NEAREST CHANNEL: N/A DISTANCE PROJECT EXTENDS BEYOND SIMILAR PROJECTS IN AREA: N/A AREA ZONING: Residential IS PROJECT FOR PRIVATE OR BUS. USE: Private INTENDED USE OF PROPERTY: One-family dwelling DESCRIBE KNOWN PRIOR OPERATIONS CONDUCTED ON PREMISES: None known HAS ANY PRIOR LICENSE OR PERMIT BEEN ISSUED TO ERECT STRUCTURES, DREDGE, OR DEPOSIT FILL ON SAID PREMISES: No HAS ANY LICENSE OR PERMIT EVER BEEN REVOKED OR SUSPENDED BY A GOVERNMENTAL AGENCY: No DESCRIBE FULLY THE REHABILITATION OF PROPERTY: N/A DESCRIBE PROPOSED CONDITION OF PROPERTY AFTER WORK IS COMPLETED. INCLUDE AN ADDITIONAL SURVEY OF PROPERTY SITE IF NECESSARY: Landscaping will be done upon complettion of construction ARE THERE ANY COVENANTS OR RESTRICTIONS IN YOUR DEED WHICH WOULD PROHIBIT THIS PROJECT: None WRITTEN CONSENT OF OWNER IF NOT THE SAME AS APPLICANT: See attached ` COUNTY OF SUFFOLK ) STATE OF NEW YORK ) L. Haje BEING DULY SWORN DEPOSES AND SAYS THAT HE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS, AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE. TO THE BEST OF HIS KNOWLEDGE AND BELIEF, AND THAT WORK WILL BE DONE IN THE MANNER. SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE TOWN BOARD OF THE TOWN OF SOUTHOLD. 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, IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT OR REPRESENTATIVE, TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. Signatu e of Appli�,ant SWORN TO BEFORE ME THIS � � __ DAY OF �� i}� L 19 y / KAY M. DOUGHERTY }'NOTARvPUBLI NOTARY PUBLIC,State of New York f No.O1D0490160I,Suffolk County Term Expires July 20,lrq of EXAMINED HY APPROVED DISAPPROVED CONDITIONS (If any) SIGNATURE OF CHAIRMAN COMPUTATION OF FEES Approved 2/27/85 _. 1 a!l„1i 0 as m � mm M9y,~j �� \ s \`�•� E at, < p 2 F C V_ SSO0j 9 c—fron �, LOT 2 hole 2% �f�iy$JJp,8/9/89 DARK 1111-H 'CLAYEY LOAN 3 SHOWN CLAYEY LLJ \ t � L.ANO WLT H LAYERS OF >. r. _��' p-5f"'\ _ GRAVEL 4.5' p p�h __ w- / /��" \ N `�� � WATER IN GROW O CLAYEY SAND f !O x IL WATER JC BROWN lL3_ _ SANOY CLAY q �� f WATER IN PALE .BROWN FOIE TO COARSE SAND Q �qc�yoB r �y Q 45, O 4oprb 0 / _�s ( Z i 8 Lea 1es /Gd 1»e i re n P/a NOTE, O &. M BOTTOM.OF LOWEST HORIZONTA both axxcs aA A we/I STRUCTURAL MEMBER OF HOUSE ar/wC u�f/ o to ;1ita�i/cCCrr of ^ �o Y v OR DECK TO BE AT EL. 13.0 OROu rvewaj/ o ?K o. o� E o ABOVE. f v Y rn u�dei c�✓/✓t sr / x Ft ,� LOT NUMBERS REFER TO Ind Le / MINOR SUBDIVISION _ �Pe 150.00 FOR J. D. STERN a.x. S. 82°13/30W. \ ,I jj ESTIMATED AMOUNT OF FILL Q' R I C H T' O F WAY $ E J REQUIRED 20 cmyds. . ( 'NOT OPEN ) _ 7 U SEPTIC SYSTEM (CROSS SECTION) c'� a ,,may f js•� Qmy TOPflRAPHIGAL SURVEY '0 .2 4'PY'°cd �I D.o '94 �' I- E O FOR SePfic 60k -,- I L.TO N PE R EZ Q%JJN%. ;3.. Jan aL <yt0 •�� PROPOSED 2 POOL SEWASE DISPOSAL SYSTEM 2'-n A T ORIENT I. � m£'<'� ` W/Ty,3'CLEAN SAND b GRAVEL COLLAR 1 9 F GALLON TOWN OF S O UTHO L D PRECAST CONCRETE SEP2IC TANK BOTTOM OF AOOLS 6 ScPiIC TANK.Ttl86 2' ABOVE GR6011W�WATEF. :sF SUFFOLK COUNTY N.Y. LIC. NO. 496J8 low - 017 - 02 - - 1.4 r rE # tl( RS, P.C. Sc At.E 1° 30' f5/6�, r — JAN. 17,ID92 (revision) AUG:4,.1986 Feb. 10,1992(revision R. q..\ JAM 19, 1990 MAIN Rai Septa 28, 1990(revise) SQUTH)LD; N.Y. 11971 ELEVATIONS ARE REFERENCED TO 2evs,e.y 9-/6-so MEAN'.SEA LEVEL, . REVISION.It-10-89 86 - 428 Glenn Goldsmith,President � COP, Town Hall Annex A.Nicholas Krupski,Vice President .e 54375 Route 25 0 Eric Sepenoski W ,? P.O.Box 1179 Liz Gillooly �y • ��� 'Southold,NY 11971 Joseph Finora ��l �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: AJ, �V,94 Completed infield by: Cole Environ nta Services on behalf of PAMELA VALENTINE requests a Wetland Permit to construct a proposed 42.6' x 17' (793 S.F.) two-story dwelling on piles, a 42.6' x 12' (510 S.F.) rear first-story wood deck with stairs, a 373 S.F. irregular rear second-story deck, a 20.5' x 7' (145 S.F.) front wood deck with a +/-20 S.F. outdoor shower; an I/A sanitary system to be installed to the west of the dwelling; existing firepit to remain; install a well to establish water supply line; install two drywells; install a 500 gallon buried propane tank; construct an 80' x 12' timber bridge over approximately 473 S.F. of wetlands consisting of five (5) 16' bents supported by a wooden pile substructure with a structural wooden deck; all bridge elements to be constructed of exterior-grade structural timber with no disturbance to occur below the bridge; install an approximately 35' x 12' driveway extending from the dwelling to the bridge approach with a 15' x 20' turnaround area, to be constructed of pervious material consisting of medium- compaction RCA or a pervious masonry/stone product; two (2) approximately 20' x 12' bridge approach areas, grade dependent, to be constructed of medium-compaction pervious RCA; install an approximately 140' x 12' private road accessway within the existing 30' right-of-way extending from the terminus of the bridge to Birdseye Road with existing vegetation within the accessway to be cleared and the roadbed leveled to match existing grade; accessway to be constructed of medium-compaction pervious RCA and silt fencing to be established and maintained during construction. Located: 1675 Birds Eye Road, Orient. SCTM# 1000-17-2-1.4 Type of area to be impacted Atwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: c,,-'�Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: ./ Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: /WVVt G Present Were: G. oldsmith N. Krypski E. Sepenoski L. Gillooly J. Finora ` 1 SITE LAYOUT NOTES: a N I. THIS 15 AN ARCHITECT'S SITE PLAN a 15 \ SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. 2.SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED DECEMBER 15, 1 �.��` a 2025,MOST RECENTLY REVISED JUNE 14, o a F 2025,AND PREPARED BY: SEAWARD LIMIT OF 1--� MHW EL 3.5 W 3 }Z VEGETATION m KENNETH M.WOYCHUKLAND SURVEYING o 0 3 P.D.BOX 153 -�- /' '' `� \�� /$ o z 0.3 wm AGUEB06UE,NY 11,151 /- \��40 2 0 0 0 N PHONE: (631) 2q8-1588 �\�.7 =a a w 1 o LL O = Z 0 2 p 1 I �` R "• O Zw, PROJECT /ZONING DATA I '� ':�; / w&S W 3 20' SIDE YARD 1 . . . OM m o m TAX MAP# 1000-17-2-1.4 w Q LL SETBACK z Q,z Q o ZONING DISTRICT R-40 NO (35' COMBINED) I �. , w Z k Z a :; 1 rti 5o REAR YARD SETBACK o= >2, LOT AREA 0.41 ACRES FEMA FLOOD ZONES X,AE (EL.=10'),VE(EL.=14') z o o n� WETLANDS DISTRICT PENDING I I I 1 x a 1 r 1 15' SIDE YARD (55' COMBINED) O �I � w:naoa DEC,DISTRICT PENDING 1 SUFFOLK COUNTY HO APPROVAL _-__-__-_ PENDING \• i (EL. 14) I — — �• �'� FIREPIT I`�0 PIER LINE (LEFT 51DE ADJACENT PROPERTY) LOT COVERAGE DECK 1 l PROPOSED 7q5 S.F. DWELLING FOOTPRINT L_ SOUTHOLD TOWN CODE.280-124 O OZONE X .� DESCRIPTION (FOOTPRINT) AREA LOT TINE O O' ! \ . U COVERAGE EXIS 82. �- I PROP DRYWELLS 1 1/2 STY DWELLING 1 1 TOTAL LOT AREA 38;140.5 S.F. # 1525 I O 1 N j ,_ AREA SEAWARD OF GEHL IIj44'1.0 S.F. LAND N/F OF � �•�.�,�. W II •�� % 100' WTL SETBACK BARBARA B DON c: FRESHWATER WETLANDS -1,426.0 S.F. FROM DUNE REVOCABLE TRUST 0) TOTAL BUILDABLE AREA p) Iq 867 5 S.F. L_~�SEPTI TANK 1 I '��� o I Q PROP05ED DWELLING INCLUSIVE ; 1 OF DECKS 1,445.0 S.F. 7.3A5 CESSPOOL I �.'� I ! tJ 50' WTL SETBACK LINE N LIMIT OF MODERATE /--- TOTAL AREA OF ALL STRUCTURES 1448.0 S.F. "1.35K LAND N/F OF 1 �'I� % �� `,� I: 1 p WAVE ACTION MAXIMUM LOT COVERAGE ALLOWED: 20% PAMELA VALENTINE I �' ` I � I i � BOUNDARY Q LOT coVERAC-E HA5 BEEN GALaLAT®COMPARED TO THE TOTAL BUILDABLE LOT AREA. 40' FRONT YARD SETBACK ZONING REOULATION5 MAIN BUILDING .� __—GMITE I PROPOSED BRIDGE 1 : ` 1 SOUTHOLD TOWN CODE 280-124 I % AREA OFp,Np6ED BD THE O _ - 1y DRp,INAGE A ogQU1T0 DISTRICT 473 SF OF WETLANDS SHOWN 'I HATCHED INDICATES BRIDGE PROPOSED COMPLIES ORIENT M U) '' � AREA OVER WETLANDS; NO w w � � 50.0' J, i ` �- DISTURBANCE BELOW Z U } 0) MIN.FRONT YARD 40.0' 109.q' YES T gB f BACK `•� _ _ -�-�� ` WELL Z w U) } 0 OZ MIN.SIDE YARD 15.0' 15.0' YES - -„ 150•p0 Wj U) � ~ -�- , MIN.COMBINED 1�3p , FRESHWATER WETLANDS Q Ed03 z SIDE YARDS 55.0 q1.0 YES _ BOUNDARY AS DELINEATED BY > I- MIN.REAR YARD 50.0' 86.1' YES -- T H _� I R 5 E Y E D —I EN-CONSULTANTS APRIL q 2024 0 1 o J MAXIMUM HEIGHT 35'/25' 30.8' YESSyr OF ® I1t� E ��] O DRAINA6E SYSTEM CALCULATIONS: Lp�yEGGHIA 1 �J �D q a JOSEPH TOTAL IMPERVIOUS ROOF COVERAGE _ 194 S.F. �`5 N�I M. 'iq o 4 S.F.x 2"RAINFALL EVENT = 132.3 G.F.STORAGE REQ.'D I JUL - 1 2026 �= (1)WO DRYWELL PROVIDES 22.55 G.F.PER FT.OF DEPTH I to (2)V0 x V DEEP D.W.PROPOSED = 133.98 G.F.STORAGE PROVIDED I Southold Town :;` 9rFOFNE�y� 1 Board of Trustees o PROP05ED 51 TE PLAN w W SCALE: 1" = 40'-0" o a T+ ¢ OENERAL 5YMBOL KEY: z N w gY 0 r==l EM y---;..�.-�EXISTINS TO R AIN NB4 FOMCAMON WALL r0 3 Z NEW WOOD FRAME m Ur1NDoF U¢ KfN pJJU¢¢F LL J O W J Ww J Z K j m d mfagw O=Z J W Z ix O M Lazo w Z O K V Z o R p 2 N�z�3 O O F j U NOR 0- a w Q O N oLLixxm ¢r -om ¢ zW Z¢WQO F �ZkZU c Z¢ 2 x 3 Q 0 LL W p 10 U 0¢ mU a Z¢oor 42'-6ii a w ¢a p :5 16,-6" 13'-O" w Z U U w�ao CC m cO O _1 ry WOOD DECK - - 510 S.F. O TV TO FOLD DOWN WOOD DECK O O � 70 O DN. FROM GEILINO , d� 4-j _ q'-10" q'-10" q'-10"L Itq'-10" q'-10" q'-10" —i (D m O LIVE EDGE COUNTERTOP m UP m I I I I I I m C - O" L L- -j L- -j 1 Imo. 1- - O ( (V Q C joi, -per.. _ O a W o ALL HUNG N 8 — o� ry 0 L ( D" CLOSET I I I ro to FIREPLACE I in I I _� I tJN. 1 O .«a,-. w ham .... ..» ,z�_...•. _. OUTDOOR W = In p - � SHOWER;OPEN W 11'-51 3'-0" 10--4" 10'-10" 151-bill Z 0 wPROVIDE EXTERIOR O TO ABOVEF- Z w 'Iq3 SF GFA ACCESS FOR GLEAN -1 WOOD DECK Z W N >- 685 S.F. HABITABLE OUT 8 WOOD SUPPLY 145 S.F. iq3 SF GFA W z 685 S.F. HABITABLE Q W m z PROPOSED FIRST FLOOR PLAN 20'-5" PROPOSED SECOND FLOOR PLAN 1 (0 0 WALE. I/8°- I'-0" SCALE- 1W- V-O• O .� O J Q 0 0 z a FtSD A JUL - 1 2026 * f O * a N Southold Town - � oard of Trustees "`' 9T os,a B oy yo FOFNS`i1 o IL 1■Inn■ mml nnn■1 � - 4ile. ,i�11111■III�,_ �■_: .d111■IIIII■11111■11111■In. 'lull 1 2026 IIIIIIII IIIIIII IIIIIIII I -.,i1m111►.IIIIm111►.1111►.11;;,- , ��`_;= ,11■Ilnma�nmr•.�am'�mII11�11�m Illy;iii� �---:Southold . Town 111111■IIIIf■n11m11�� F3o,qrri • m �■mmnlmmml � - -- III IILLLLULLLI1111 In1 1 . � mn1mn11�� m ° • n Wil -� nn mm�nmmll■m1��: - - - � _ m mum111r■n11m11�, - � nnmmll■nni■mmnui■11n1■mmnl_��� m 11■nlmn111■n11r�-:�•• m Immmnumnm �_: nn mlmnmmmn;;,;�� m III m n■mmmmnllr_—_ 111 Iq■1111m1111■Illli��',-„ nll 11111■11111■111■■11 11�-��•�• m nnmminlnm'��� 1111■11111■IIIII■IIIII■IIIII■IIIII■11111■IIII�� 1llm11111■1111111111■1IITI1111■111111IIIII■11� _..�, I_ mummmmmnlmnlmnlmmm,--,�.., IkEDA NEST mmmnm■mn■mmnm■mmmn�---�• � � � � �.� !�i;�mnlmnlmnmm�IIIml111f■1116-���_� ELEVATION 0,3740 AID :� IIIIIII _IIIIIIII IIIIIII =- =� �: IIIIIII IIIIIIII IIIIIII ,,iiiiml m,�m;��mmm�mn°m,,;.�1i .� ��: '`�,�IIIII■11111■1111m1 nil - nr ul,_��=�,■unnumllm 111■nnumll _Immmm111■mm I■1 11■ Im-•---�-umm■■1nlm; mm�mm�un11■m11■m11■nn �m .1 —��—�'nmm�nll■n11� nmm�mm�l •-.nnmmmmlmn m 111 1111s��s ml� mr:���•�_;mllmmmnn 1■mmmm �imumm111■mml nn � in I■1'i-'-� -'•n■mmmn■n Imm11■mrn •..,■mum111111■lum m m. 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EPTIG PLAIN NOTES s I. After Installation of the I/A OWTS and prior to com letion, the I. Install I/A OWTS tanks 6 se tic tanks accordin to manufacturer's w W 4 Installer/contractor shall contact the architect for an Installattion recommendations while conforming with these standard. All w � ' ;I� ?g ,. PROPOSED �r 4? +4 ` SED (G.OJ: / Ins ection as er SGHD standards. :'. ._.,.. „` - 4 1 p p applicable recommendations provided the manufacturer shall be I F 2, pp p � •€``. � ' •�' �y'<� ��,'i .``��;:,;; .' O INSTALL WITHIN 10 OF BLD&. 'FOUNDATION � �/e , �O is Implemented. ° ,` °�'� ;� ;�., °<'.� ,.�„� '''" �•,. ,, ( � � /�/ 2. The Installer must hold a current Liquid Waste License pursuant to SED,.;' r ':' "' , ."�: �.;,; v,• PROPO I Z 1 Suff�ik��ount Code Chapter 563,Article VII (Se tic Industr 2. The I/A OWTS tank 4 se tic tank shall be Installed at level In all _: . . , O PROP. FUJIGLEAN CENS I/A OIWTS NI: BusIn.. __s ys) through the Suffolk n r directions maximum + I Gout Department tment of Labor, (with a max m tolerance In an direction of /one ° , ;',' '`, VENT TO ROOF AS REQ' �-_- c :E �, O \ Llcersin and Consumer Affairs pursuant to Suffolk Count Grade - �.� ra +: � •�•<" g ,p y varter Inch) on a minimum 3 Inch thick bed of properly leveled and ?5 MIN. SEPARATION FROM NEIGHBORING WELL �_ � v el. p p y ,. . ° . r , o o The Department of Labor Licensing,and Consumer ,Affairs >��:.>�'�,`_°'; ``.� _." < -f +r^^ m�.'. _ S § p g, com acted sand (free from rocks) or ea ravel. ^"` � - ,,�._,,;.",�:;.,>;",,,. . ` •. ,°a�,�� '> `°". ,a,� �-. _ MAINTAINED (AS SHOWN (ON SITE PLAN) LU mol _alns a list of licensed I/A OWTS Maintenance Providers. :., •„ ':a°;', ,. .' ^: <) r<-. ., �•.,._, ,:r'w.J PROP. FUJIG EAN O . 3 L ALARM/GOMITROL PANEL INSTALLED _I \ D W 3. I/A OWTS Tanks shall be provided with a single outlet. A -''� '% �'�•:•'• '."' -�• < � 4�,'T,� . r : �, b ,,�,,a,.•.c .�<• ~} '' ( (� p g : `1� .r:' d '. ,',s 5:' s , e: ••:-, r : i .F,7 O ABOVE \ '�. .-I 3. A.I I/A OWTS must be registered with the Department in distribution box/manhole or distribution leochtn structure may be w" `,• ':5"••'$-,4,•: mr Y='•` s. ;, ' VE DFE) d BURIED ELECTRICAL LINE FROM I/A OWTS 1 9 p accordance with Article 19 of the Suffol4:Count Sanitar Gode ., ' 4 �_ '=-r '••' :a ' "'f•� '''` N y y required for all systems with multiple leaching structures unless an . ;' .,. a �. iu ; :.:`< PROP. FUJIMAG AIR BLOWER ((INSTALLED ON BRACKETS LINE OF Arlo to the Department granting certification of completed alternative desi n Is a roved the De artment. ° ;_ #"..., •,. �;` ">: t .;'„a<` , z...?s" <�-; � ". ._ . O SEAWARD - - - - g pp Department. ,� tee 1,1.. ABOVE DFE m i'VG AIR INE TO I A - �. ) L / OWTS (PER MANU. - 'O to con^tructlon on as built I -" " 1 •.1 *" 1 \plans. � r ' " °' . `'= ~ LIMIT OF -� �.8`, ., p :• r� r4 ?•�:',,• ': gys , .: - • LINE OF MEAN HIGH y 4. All outlets from the septic tank must be provided with on 18 �. ,. > ,' ,. a Y , 1 t " , •. ,, 4 . ., „ VEGETATION Y , 4. An executed Operation and Maintenance Contract betweem the ^'<rn'' r4" o`•4i f"; �3 �' ,°: PROP. 20 POLYLOK DI5TRI3BUTION BOX (SAMPLING POINT); . WATER• EL.=3.5 O Dp drop T or equivalent approved baffle extending into the 1/5 of �•, '-s,`',&; �, - w" ,� m °'" ..r, :c 5 _ " ..:; ; .. �. O MAINTAIN 5 MIN. SEPARATIONI FROM I/A OWTS 2' MIN. - _0 O i Maln.tenonce Provider and Property owner must be submitted to the the septic tank liquid depth. Gas deflection baffles are £ . , .,, ,.. ,• », t � y�; f °' '°'"+ _.° `� ; ;.,,;; De artment prior to approval of the I/A OWTS registration the recommended for installation below each effluent drop :_ ,E. ;°' SEPARATION FROM LEAGHING9 POOLS. \ , } C9 p p pp g p _ Deportment In accordance with Article f Suffolk it p la o the Su fol Goun y >. f. ai :.? s,, s• PRO Z } POSED LEACHING/EXPANVON POOLS O C O Sanl,ari.I Code. < x.:": s ,' tea:,;. 6 N - 5. The top of the I/A OWTS tank or septic tank shall not be located :r. °• � ^e.;. N•, °` '. ;,s '-.6 -,; '. � O .- - ° PROP. (5) e>mx4' EFFECTIVE MEPTH L.P. d ADEQUATE SPACE d In CU rester than 25 feet or less than one foot below final grade. -° :." • ''_ <'.,$ .w° e= �< „ ,..,,:�;;,;�" S .•.; . "I" M `""g""�.. `• "n.x �..... r,s"Te"j .s..•:ate-p.®. ' 'a'4'a �;• _,�;,°,.• �* FOR(2) 8'�x4 EFFECTIVE DE4PTH E.P. (FUTURE EXPANSION). 5. All installed I/A OWTS are required to have an Initial 3-yeaar ,, +, $ �,3,,,,,,.,,. ,. .�. ^&4.,,,� �•,. . �_§ ,,����,, :� wa` �:�¢, � $40 r;�� I , 1 I � U r- war rant and o eratton mal tens r he :� . ,' ��^ ft.? :- �_ : ` ' »� ;, L.P. d E.P. SHALL MAINTAIN: ° ° -n i) L� X N y p / n nce service contract. After it 6. At a minimum, all sampling manholes shall have 20-Inch covered s .:x,<: > a . . .` `" ,. _ *� �. t_ is ,,: S=:a c`' ,\. ',_ _ V FROM PROPERTY \ -- - O O LINES I � O O O 4- expired, O Initial year operation and maintenance service contract has access openings to grade located over the inlet and outlet. - & FROM OTHER LEACHING STRUCTURES 4 I/A OWTS 0 m Z property owners are expected to maintain an operation Covers shall be, either 20-inch diameter watertight and LOCATION MAP - 65' FROM BLUFFS I ` - _\` .9- O 4-+ and maintenance contract In accordance with Article IQ of the Insect-proof locking cast Iron covers or thermoplastic covers at - 150' SEPARATION FROM WELLS (AS 5HOWN ON SITE PLAN) _ - - _ - 20j O N O Suffolk County Sanitary rode. final grade. All covers shall be designed in accordance with section C1� JUL O CD 5-III of this standard. SCALE: NTS Sr � � --- _ \ Q pu 6. When an I/A OHTS requires a vent, the unit shall be vented! to the O PROPOSED BAGKFILL 4 GRADING: I OF --- _I roof of the residence beingserved. Vent pipes shall extend a A MAXIMUM FIVE PERCENT SLeOPE SHALL BE MAINTAINED V/Y -- - p p 7. When sampling manholes are approved to be installed in a F -`; ,iJthcllC)TOWUt1 minimum of 6 Inches above the roof line and the to of the vent FOR A MINIMUM OF TWENTY FLET HORIZONTALLY FROM THE p driveway or parking area, the manhole shall be designed to be NEAREST EDGE OF THE SANITARY SYSTEM BEFORE 1 IN [.?;; t1 ofTruS!ee^ shall have a minimum horizontal separation of 12 inches to the traffic bearing to meet the requirements of AASHTO H-20 or PRO.JEGT / ZONINC DATA TAPERING OFF TO PREVENT SiEEPA&E OF THE LEAGHATE ) O sloped portion of the roof. In cases where It is not practical to HS-20 loading. THROUGH THE TOE OR EDGE OF THE SLOPE. 1 0 vent the system to the residence roof, a vent pipe may be piped to TAX MAP # 1000-I-i-2-1.4 the exterior of the residence and terminate a minimum of IS ilnches 8. The outlet Invert elevation shall be a minimum of 0.1 foot below above ggrode and at least I foot from property lines. These went the inlet invert elevation. VARIANCE NOTE: pipes Aali be located a minimum of 3 feet from any window osr ZONING D15TRIOT R-40 NC DUE TO SITE CONDITIONS INCLUDIW5 EXISTING SLOPING - doorway and must terminate with a carbon filter device. All veent el. Sampling manholes shall have an Inside diameter of 2 feet or an -�-� _ rn GRADES, THE LOCATION OF NEARB3Y VAC-TLANDS, d EXISTING i � pipes must have a minimum diameter of 2 inches. inside area of 2 foot by 2 foot. PRIVATE WELLS,THIS APPLICATIOM INCLUDES A REQUEST 1 C I LINE OF SEAWARD LOT COVERAGE - �--� SEEKING VARIANCE(5) FROM THE FOLLOWING CONSTRAINT(5) ` i - - S7� 7. Installation and use of the I/A OATS must conform to the 10. There shall be a maximum retention depth below the outlet Invert - � OF i � LIMIT OF VEGETATION p TYPICALLY REQUIRED BY 5GDH5: I D(/N� \ U Department's approved I/A OWTS guidance document prepareed in elevation of six Inches. SQOT•HC„)LD TC:�WN GONE 28©-124 • -- accordance with the standards for "Approval and Monagememt of 1) REDUCTION OF REQ.'D DISTAMCE BETWEEN I/A OWTS d I \ f Innovative and Alternative Onslte Wastewater Treatment Systcems°" 11. All sewer pipe penetrations In the sampling manhole shall be SURFACE WATERS TO 54.7' (755' TYPICAL) GO watertight. % LOT v _ _ COASTAL ERO51 1 MINIMUM DESIGN REQUIREMENTS: g DESCRIPTION (FOOTPRINT) AREA COVERAGE 2) REDUCTION OF REQ.D DISTANdGE BETWEEN LEACHING - - _ _ N HAZARD ELECTRICAL REQUIREMENTS: STRUCTURES 8 SURFACE WATERS TO 60.5' (100' TYPICAL) 1 m -LINN ^ - 1� 4J I. I/A OWTS d septic tanks shall be constructed of precast TOTAL LOT AREA 38,740.5 S.F. concrete,fiberglass, polyethylene, polypropylene, thermoplosttics, or CONTROL PANELS: J other materials In accordance with Deportment standards oned I. The control panel box must be placed outside on a suitable IONYCRR,Appendix 75-A. The use of steel tanks Is prohibited. pedestal near the structure that it serves. Alternatively, the panelAREA SEAWARD OF GEHL 11,447.0 S.F.box may be mounted on on outside wall of the structure (preferable 2. When on I/A OWTS requires a septic tank for pretreotmentt the a utlllt room, and not a Iivin s ace). Other locations for mountin y g p g FRESHWATER WETLANDS 7 426.0 S.F. septic tank shall be designed In accordance with sections 5-1107 the panel box will be considered by the Department on a _ \ f and 5-109 of this standard. case-by-case basis and with I/A OWTS manufacturer approval. h) �� TOTAL BUILDABLE AREA 19 867.5 S.F. 3. Unless otherwise specified, the leaching structure/system thiat 2. The name of the I/A OWTS OBM Provider must be clear) \ �� Z 1 y EXIST. _ _ _ . -: - follows an I/A OWTS shall be designed in accordance with secctlon identified on the outside of the panel and include a hone number PROPOSED DWELLING INCLUSIVE L I 5-10-1 and 5-110 of this standard. to contact in case of alarm. p p OF DECKS 1448.0 S.F. 7.3y DECK 1 LO b 0 , 4. At a minimum, all I/A OWTS treatment tanks $ septic, tanks -shall O N� p 3. Exterior panel placement enables the system to be serviced at TOTAL AREA OF ALL STRUCTURES 1448.0 S.F. 7.390 -, LO 2 ���L.� have 20-Inch covered access openings to grade located ovicer the any time, eliminating the need to access the Inside of the building. I �' ONE Inlet and outlet. Covers shall be either 20-Inch diameter watertl ht 1 g 4. The panel box must be within view of the system location to help and insect-proof locking cast Iron covers or thermoplastic covers facilitate operation and maintenance. MAXIMUM LOT COVERAGE ALLOWED: 209b at final grade. All covers and chimneys/risers shall be design-ed In EXIST. DECK 6 '♦ 7 _ 1 accordance with section 5-111 of this standard. The control panel shall be placed at a comfortable height for -LOT COVERAGE HA5 BEEN CALCULATED COMPARED TO THE TOTAL BUILDABLE LOT AREA. - _ _ _ ` A- 5. _ access in accordance with Federal Emer enc Management Agency - - - - - - Z 5. When a I/A OWTS or septic. tank is approved to be Installed In g y g g y - p pp (FEMA) flood zone re ulrements, r 1 � '1� ~ driveway or parking area, the unit shall be designed and/or �� I - \- __ _ 1 4 PROP. 2-STORY WD. FR• 1 \ installed to withstand H5-20 or H-20 loading as designated by 6. The panel shall meet National Electrical Manufacturers I L•PO I _____- DWELLING ON PILES AASHTO. Assocition (NEMA) 4X s ecifications. - - - - - - - 1 r __ ----- ---- ( 7-1 p SITE LAYOUT NOTES: JULY 20,2007 �I 1 5 = I BEDROOM) 6. Garb- a grinders shall not be r I. THIS IS AN ARCHITECT'S SITE N �� PROP• F.F. EL.=14.0 � \O� g g permitted when on I/A OWTS is 'i• All below grade wiring must be run in electrical condult. The PLAN $ IS L.PO �� 0. �O utilized as means of sewage disposal. g g SUBJECT TO VERIFICATION BY A LICENSED TEST HOLE DATA EXIST. I-I/2 STORY 6 9 p condult must have appropriate seals to prevent gases and moisture MGDONALD GEOSGIENGE �� O P. FRAME 1 F from reaching the control panel or junction boxes. SURVEYOR. THE INFORMATION DWELLING ? p Q -1. boy 1 7. Water softeners shall not discharge Into an I/A OWTS and tthe REPRESENTED ON THIS 51TE PLAN IS TO THE P.O. BOX 1000 1 2 \ ���� �� IEo l DK; 1 Deportment recommends water softener backwash be conneasted to SOUTHOLD, NY 11971 I L•PO 7 �--�-{ i - �i-LINE p 8. Each system shall be equipped with a functioning warning system ARCHITECT S BEST OF KNOWLEDGE. I� �, - s_ _ �I` ft on onsite drywell acceptable to Town or Village building which will activate audible and visual alarms that can be readily (651) 765-36-M Departments. seen and heard the occu ants of the building served. The I e- I ,- - p 9 2. SURVEY INFORMATION WAS OBTAINED 1 I I MIN. Department recommends a telemetry device be Installed to EL.=6.7' 20.0' �I 5' I 5' I --1 �Y p OJ p y 3 PROP.soo� MIN. -�DWJ MIN.I MIN 1 DWG 1 8. I/A OWTS tanks septic tanks shall be watertight and provide immediate remote alarm notification to the 08M provider FROM A SURVEY DATED DEGEMBER 15, s GAL MXEED �� I ��� 1 constructed of sound and durable materials that are not sub jeeot to covered by the ObM agreement. 2025, MOST RECENTLY REVISED JUNE IQ, I 7 i PROPANE I y %. excessive corrosion or decay. 2025, AND PREPARED BY: DO - 0 TANK _ Y a. Systems which are not designed to flow by gravity are 1+ p ? '� 1 �G 0� q. All tanks must be watertight. Two methods of ensuring tanks are recommended to be equipped with a control panel with means of KENNETH M. WOYGHUKLAND SURVEYING MIXED SAND t t I �y's ' ,--- watertight shall be either vacuum testing or water pressure teesting connecting a portable generator to operate the system during a P.O. BOX 153 AND LOAM EXIST• SEPTIC q ull 1 y methods as follows: power outage. AQUEBOGUE, NY I1a31 tL_ SYSTEM I '� �, - Q. wZI 1 10. Vacuum testing: Seal the empty tank and apply a vacuum teo four PUMPS BLOWERS LEVEL SENSORS AND CONTROLS: PHONE: (651) 2a8-1588 I !i UI 1 V (4) Inches(IOOmm) of mercury. The tank Is approved If g09b of I. The electrical junction box serving the pump motor and floats vacuum Is held for two minutes° must be watertight and located outside the I/A OWTS tank chamber. 5O - �' �� % I UI 1 - PROP. NOTE: BROWN CLAYEY 1 i ' I ' I OF. 11. Water testing: Seal tank;fill tank with water to outlet Invent I. FLOOD MAP DATA: 50 SAND WITH HEAVY 9 2. An blowers located outsplaced - 1 Ide of the I A OWTS unit must be/ elevation, let stand for 24 hours. Refill the tank to the outlet Invert y MAP #: 3610360068H GRAVEL on a pad (concrete,plastic or fiberglass) and have a soundproof 6.7 SGTM after the 24-hour period is complete. Let the tank stand for an enclosure cover. MAP DATE: Od/25/20Od WATER IN BROWN additional 10-hour period. The tank is approved If water level Is FLOOD ZONES: X AE (EL.=10'), VE (EL.=14') i� ' CLAYEY SAND WITH EXIST. DWELLING w/ 1 / held for the 10-hour period. Water pressure testing is 3. All um s and float trees must be accessible and serviceable PRIVATE WELL �' I 1 1 \ pumps i HEAVY GRAVEL recommended to be done onsite after Installation. from access openings. i 1 2. SITE PROTECTION/SILT FENCING TO BE (LOCATED IN R.O.W.) ( \ 1 a.o' SEPTIG SYSTEM �' \ 1 rc 12. Septic tank manufacturers shall provide a label of non-corrosive 4. The floats shall be attached to a Schedule 40 PVC float tree INSTALLED AS REQUIRED BY THE TOWN OF i I- %T \ 1 r material In a prominent location at each access opening to warn that can be easily removed for service or adjustment. The floats SOUTHOLD. i� �� WATER IN GREYISH Op ZOi� x, ��r -z 1 that "entrance Into tank may be fatal". shall not be attached to the force main. 5G i BROWN AND BROWN F1-O (GL;10) N 3. SURFACE WATERS OR WETLANDS ARE / 4 SANDY CLAY AND -- � N� �`� C I / u` 1 z 1/A OWTS TANK CONSTRUCTION MATERIAL REQUIREMENTS: 5. The Department shall observe the pump system operate through LOCATED WITHIN 300' OF THE PROPERTY. GL CLAYEY SAND WITH OOD ZO 1 i \ O-� � I w a normal operating cycle. i &RAVEL IN LAYERS �- FRESHWATER WETLANDS , 1 1 2 1. Non-concrete prefabricated septic tanks shall conform to the i _' BOUNDARY AS DELINEATED BY I YO�\� 4. ELEVATIONS REFERENCE NAVD 1 a88 i / \ International Association of Plumbing and Mechanical Officials b.lnspectlon for leakage of the force main fittings will be made i EN GONSULTANTS'(APRIL 9, 2024) (IAPMAO) American National Standard for Prefabricated Septic during the pump test procedure. I - Tanks" AN51 ZIOOO-2007 and any applicable revislons/updote;s. 5. ANY VISIBLE WELLS LOCATED WITHIN 150' \ 1� - OF SUBJECT PROPERTY LINES ARE �� i :1I j \ \ 1 1 SGTM #1000-1-7-2 6.5 w 2. Non-concrete tanks shall be factory assembled or assemblled In DEPICTED ON SITE PLAN. 38.0' - ; �\ \ EXIST. DWELLINIG w/ the field/distribution facility by a certified representative of tl:he i i 1 i AREA OF PHRAOMITE5 \ 1 �� PRIVATE WELL � tank manufacturer. i �/ DRAINAGE AREA MANAGED BY \ 1 SEPTIC SYSTEM (BOTH THE ORIENT MOSQUITO DISTRICT EXIST. LOCATED OVER 150' LU 3• Each tank shall be identified by the manufacturer with the i / 1 DRAIN PIPE \ \ 1 PROP. N FROM SUBjr=rT a manufacturer name or logo,capacity and number of openings, ,and WATER IN 1 \ 1 WELL IW 0 date manufactured, permanently marked at the inlet end of thee tank. i N PROPERTY LIiNIES) p y SSW, BROWN FINE TO \ \ i COARSE SAND LINE OF 150' \ 4. All walls, floors, roofs, and access covers shall resist an appplied ���i I WELL SETBACK 1 N PROJECT: force of 300 pounds per square foot (psf). r 1 _ \ 1 p - EXIST. PARTIALLY , -,-- 150 I VALENTINE 5. Precast concrete covers and risers are not permitted on ��� - I � EXPOSED DRAINPIPE -� �-- i( , non-concrete tanks, unless otherwise approved by the monufaecturer. 44.0 -�-�- \ Y 1 s 0 SEPTIC 6. Whenever practical, non-concrete I/A OWTS d septic tanks shall COMMENTS: GROUNDWATER "- '--� -��- not be located within groundwater. For Installations that are placed ENCOUNTERED 6.7' BELOW _-�� �"'. _ / \ I � within groundwater, particular care must be taken during Instolllation, GRADE I -�►- 13 beddin and backflllin to prevent damage, to tank walls, and all 582 9= 9 p 9 - �-, tanks should be sold by the manufacturer completely assemblewd. If, _ _ - - - \ / ) c� /� C '0 --- because.of size, the tank Is delivered to the site In sections,,ail joints shall be sealed with watertight gaskets. All tanks shall Ibe _ �' - _ 1675 BIRDSEYE RD tested for water tightness after Installation using a method t _ TEST HOLES _ �-t 44 specified by the manufacturer and approved by the Departmeznt. EL.=6.7' ' S-RIv.� ROAD) - - ORIENT, NY 11957 7. In cases when tanks are Installed In groundwater, the desigrn \ (3O P professional shall submit buoyancy calculations to prove the w,elght �--- t of the tank (with or without anchoring or the addition of ballast) will �- DRAWING TITLE: be at least 1.5 times more than the weight of the water dlsplcaced.The buoyancy calculations shall be done using highest expected/recorded groundwater elevation with the tank empty. Soil r NOTES cover on top of the tanks) shall not be considered when _ _ SITE INFORMATION determining the amount of anchoring or ballast weight required. t I _� - SUFFOL�G COUNTY HEALTH DEFART 4ENT APi�RO\/,�L. A SITE PLAN H.S. REFERENCE NO. _-- -- 56TM #1000-17-2-1.5 , I - VACANT LOT I ' EXIST. DWELLING w/ _ __ _ t t rn PRIVATE WELL PAGE. I •A _ (LOCATED OVER 150' I { 1 - ------ - _ FROM SUBJECT PROPERTY LINES) 6 sr-101000 SG VACANTT LOT -I.II t rn \ SEPTIG SYSTEM o DATE: 06/29/26 1 OF 2 DRAINAGE SYSTEM INSTALLATION NOTES: t • A MINIMUM 10' SEPARATION IS REQUIRED BETWEEN DRYWELLS $ WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIG COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, OTHER DRYWELLS, AND THE EDGE OF ALL FOUNDATION WALLS • A MINIMUM 5' SEPARATION 15 REQUIRED BETWEEN DRYWELLS 4 PROPERTY LINES / I EXIST. SEPTIC _ I ' D y • A MINIMUM 20' SEPARATION IS REQUIRED BETWEEN DRYWELLS AND i � BURIED PROPANE FUEL TANKS. SYSTEM A MINIMUM 2' VERTICAL SEPARATION IS REQUIRED BETWEEN THE � I d y BOTTOM OF DRYWELLS $ THE HIGHEST EXPECTED GROUNDWATER i j I t �_,� I l �s� ELEVATION. I i r • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL 1 EXIST. WELL ` : to 0 • SEE ALSO CONSTRUCTION DOCUMENTS DETAIL. I t (SERVING SCTM I #1000-17-2-1.2) l I _,•s DRAINAGE SYSTEM CALCULATIONS: t I ,,•'+ , TOTAL IMPERVIOUS ROOF COVERAGE = 7c14 S.F. O IO 25 �JO -1� BOO . � �374'5 7a4 S.F. x 2" RAINFALL EVENT = 152.5 G.F. STORAGE REWD I I t OF N��j�1`� (1) 60 DRYWELL PROVIDES 22.33 G.F. PER FT. OF DEPTH SITE PLAN t, I ORAFHIG SCALE (2) 60 x 3 DEEP D.W. PROP05ED = 155.95 G.F. STORAGE PROVIDED SCALE: II" = 20'-0" ELECTRICAL SER\/ICE a TO FUJ I CLEAN --I I Q ALAM/CONTROL PANEL ' Uj R ,� w LU cCU Q +_' N 102 c rn ------ j I O O N Z O ! _ JUL - 1 2026 a '� ^t MA I N LE�TR I CAL SINGLE LINE DIAGRAM NOTE: X N MANUFACTURER'S 51NOLE LINE DIAGRAM FOR FUJIGLEAN "CONTROLLER A" w ---._ - O O 4-1 FANEL A� �1�l �LINO L.4 WIRING I5 PRESENTED. USE OF UPGRADED CONTROLLER OPTIONS BY �oic Town ,C O FUJIGLEAN ARE ALLOWED, PROVIDED THAT THE MANUFACTURERS -_.y..._.__�._. O N � CD L0 CORRESPONDING WIRING DIAGRAMS ARE FOLLOWED IN SUCH INSTALLATION. C O a CD 0 CB109 TUT, ,, t1[D£ MAIN BREAKER 109 TNS1os 109 CI111� W 0 T 152 D Mile IL—,V� � Ir�i 153 r .� ra 3 1 e I 5.3.7. 1 IN-LI ... U . _ 114 15 I I I 1 1 I I -'!-� 115 �1 r 1 TRI � r 156 I I I 1 1 1 • — v � x�, R >� I � � � � I 1 � 1S7 I BRANCH CIRCUIT PROTECTION OVERLOAD PROTECTION 11�6 MAT I I N 1 pc �r r I . .-. , 1 �N DISCONNECT AND C RCURR'EINT PROTECTIOIN U 1I7 15S I zmn � I v : OF INCOMING FEEDER C1RCUiT PROVIDED BY OTHERS �— I AND MUST BE SIZED ACCORDING TO PUMP/WOTOR 1 118 159 _.. .w.. — ..... — — — — _ _.. � ... nw rL%T 1MANUFACTURING SPECIFICATIONS 119 120 16D '"W! C— I 121 ctComm nw 162 P DED I GATEID, 20 AMP 122 SINGLE—PHASE I 16 I �+ A ' A I G I RGU I T BREAKER 123 —1 I 94 124 165 IUJG 125 166 EXT W"M MD PS ED BY OTIM 45 1443 I 167 AND VM BE Ul APPWD MRWaY PROTECTED 05S1 126127 i I cRIn TB1 TDl 168 128 , .� ..., ._. .-. _ ... _. .. . __ 169 SCUM BAFFLE 7 r- i 4 ,. e 2 4 _ T RATt E RATING I"I LD INSTALLED C T[ S KST BE AT LEAST 140 G, F. i KW 1Q r4r" �I CHAMBER Volume(gal) �� It3T Pt,1�' � ECIRCULATION Sedimentation Chamber 277 171 1 (60 B {r+ C. )v .TERMINAL STRIPS AND GROUND L USE G PER E CT Y. 1 AIR LIFT PUMP © Anaerobic Filtration Chamber 278 t i it 4�« C. O ISINFECTION Aerobic Contact Filtration Chamber 127 CYLINDER(OPTIONAL) ® Clarification Chamber 63If I72 CONNECT GROUND LUGIN PANEL TO A SECURE EARTH D � 4"INLET PIP "OUTLET PIPE © Disinfection Chamber 4 131 P 4 At o �A Total Volume 749 173 DASHED LIKES REPRESENT FIELD VIRI I 132 ' '" FIELD 1 RIN i SECTION ©_ SPECIFICATIONS Anaerobic Media PP/PE 133 17�4 � AIR P Board Type Aerobic Media PVC/PP/PE JJ..II�� INLET BAFFL `/ AIR LIFT PUMP O BmercMedia 28cfm FUJ I GLEAN S I NOLE LINE D I AORAM Tank FRP LOW BAFFLE 314"AIR INTAVKE Piping PVC/PP/PE RECIRCULATION PIPE (CLEANING OPENING) B Access Covers Plastic/ ast Iron Z SCALE: NTS w FLOW OPENING(TYP. Disinfectant(Optional) Chlorine Tablets PLAN VIEW SHOULD SITE CONDITIONS PREVENT LEAGHIN6 POOL TOP 24"ACCESS COVER SLABS OR COVERS FROM BEING LOCATED WITHIN THE V 20"ACCESS COVER 20"ACCESS COVER 24"ACCESS COVER /'DISINFECTION (TYP) (TYP) (TYP) ' CYUNDER(OPTIONAL) SPECIFIED DISTANCES FROM GRADE, "DUMMY" RIN55 SHALL w LOWOPENING BE UTILIZED TO BRING LEAGHIN6 POOLS INTO CONFORMANCE. - "--�- •.b.=w--="- ., .'7145 " �, LU 01" �2" OARD TYPE —_- 8 ' �. mx CONTACTMEDIA iy @ P)' 1324 LU NEW I h � , 9 i CUTAWAYNEW © BEDROOM SYSTEM P ._. _ �I DWELLING CONTROL/ALARM II!! Ty�y ' 96 596dn ;- ® (NEMA 4X RATED) POLYLOK 20 0 D-BOX w/ y ,mm.:. / e�� -;�r SECURITY GRATE (BAFFLE ::. .. _ _, _ PROJECT: � `��< (;� 525on ( 8'-5" RECIRCULATION Zr=L=14-01 � BOTTOM VIEW - TOPW�N • ` s'-s" MAG SORII 24"� LOCKING REQ'D IF INLET PITCH POLnoKzo"aeox NSIOEBoxN AIR LIFT PUMP IS"� LOCKING 2'-b" MAX. �'~ MATERIAL-POLYPROPYLENE " -^.,.,.-r..�'.,.�- s I �_ _ s49•m �nac s5u VALE NTI E 7„ �J BLOWER ACCESS COVERS - �..�_ B 4'-3-" ' 4'-2—" PART NO 3017-20 4'' a e I ACCESS GONERS EXCEEDS �" PER FOOT) w/RISER I-O" MIN. w/RISER COLOR-sucK sEs n a:w.nox 3 3 AVG. GRADE EL. = 12.0' 2'-b" MAX(. 5% MAXIMUM SLOPE INV �K T CAPACITY•15 GA EONS x� wveB>Rr ao �a oEo,e"6u s ' G.O. •.•-. : .> � ,YiRlsiSEBaPHiNO3ppB6: , � AEROBIC MEDIA " • ' - " • - "n - \' SEPTIC I MIN 2' MAX.,,- �. 2P 45 5T.0 MAX. - MIIN. 4"m 5DR 55 PVC ;•.:.....,: ! \ .j' I .:.--.-.-- ------------- --- --- - - AX. .. f v', AERATION ASSEMBLY Y„O)R EQ. MIN PITCH L. MIN. 4 5DR 35 PVG... OR EQ. MIN PITCH ":I4 < oWk'�y y Y s1 4nei0� -TO- PVC ru"s MIN. 4"m 5DR 55 -- SECTION A-A VIEW OR EG. INN. - - - - - - - - � SECTION B-B VIEW MIN PITCH :I' - = INV. EfL.=q.B' _ `y. a. :�_. 3_ i 'r �4° EL.-10.0' INV. EL.=a.-r' FLOW LINE ', 1 1675 BIRDSEYE RD u� INN. EL.=q.5 INV. EL.-q.3' " I 14_. 1° in rn PRO VIDE 12" THK. (MIND _ _>�'• M 591 69917o6svN ' I , 2" MIN. DROP _ H- ;,;' `'�- 1 �w.�. '�� - j '353. cLroc� ORIENT :t BED OF SAND OR PEA LEAGHIN6 :�, U u . a.. 1 �" BU'pp ;.,, .'. '^ ^ , NY 11957 GRAVEL BENEATH (PROVIDE END GAP POOL(5) �t w „- TYPE LEVELING ►) �- FRONTISIOEVIEW DISTRIBUTION BOX tL DEVICES AT OUTLETS) U "• DRAWING TITLE: FUJ I GLEAN CEN5 I/A OMITS DETAIL FUJIGLEAN GENE FOLYLO< 20" D I ST. 80X DETAIL WIRING DIAGRAM REPLACE EXIST. 501E 245 NITROGEN REDUCTION SYSTEM w/ V GLEAN SAND ^ SCALE: NITS COLLAR SURROUNDING SYSTEM DETAILS INNOVATIVE B ALTERNATIVE ON51TE WASTEWATER TREATMENT SYSTEM (I/A OWT5) L.P. WHEN EXIST. SAND ;'';•� SCALE: NT5 4 6RAVEL (5P/54 LAYER NOT PRESENT 0 z SUOLK COUNTY AIL T Di� RTMNTi�i�RO� L I. I/A OWTS SHALL HAVE A MINIMUM TREATMENT CAPACITY OF 440 6PD (4 BEDROOMS). .' HII6HEST EXPECTED PROPOSED FUJIGLEAN CEN5 PROVIDES 500 6PD TREATMENT CAPACITY (4 BEDROOM MAX. CAPACITY). CAROUND WATER EL.=1.O' _ _ H.S. REFERENCE NO.: 2. INSTALL ALL COMPONENTS AS PER MANU. SPECS. 6ROUND WATER ENCOUNTERED EL.=0.0' _ _ _ _ _ PAGE: 5. A 10' MIN. DISTANCE BETWEEN THE I/A OWT5 AND BUILDING WITH GELLAR/BASEMENT SHALL BE - ' MAINTAINED,OR 5' MIN. DISTANCE IF BUILDING 15 UPON A SLAB. 4. A 5' MIN. DISTANCE BETWEEN THE I/A OWTS AND DIST. BOX (WHEN PRESENT) SHALL BE MAINTAINED. SI— IIIIIIIIIIIIII102IIIIIII00 — ---'----- ��.---... ....._._._..-.-----..............._..............-........_..........._...__._.._ LEAGHIN6 POOLS (5) STOPPER OR SLATE OR OTHER STOPPER OR END PLUG _ SUITABLE COVER EPID PLUG 1. LEAGHIN6 SYSTEM FOR A 0-4 BEDROOM RESIDENCE SHALL PROVIDE 400 FT2 51DE-WALL AREA "¶ W W DATE: 06/29/26 2 OF 2 Z &O x 4' (EFFECTIVE DEPTH) LEAGHIN6 POOLS PROVIDE 500 FT2 SIDE-WALL AREALj � Gl w' W (2) b'O x 4' (EFFECTIVE DEPTH) LEAGHIN6 POOL PROPOSED FOR 50% EXPANSION CL SEWER PIPE -- IT 2. LEAGHIN6 POOLS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL). j 5. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). -• ,- 45 ELBOWS 30' ELBOW t� � `--'•a 4. A 5' MIN. P15TANCE BETWEEN THE HIGHEST RECORDED GROUNDWATER LEVEL AND BOTTOM OF LEAGHIN6 - '`\ POOLS SHALL BE MAINTAINED. 5. A 10' MIN. DISTANCE BETWEEN LEAGHIN6 POOLS AND WATER LINE SHALL BE MAINTAINED. \_ b. AN 8' MIN. DISTANCE BETWEEN ALL LEAGHIN6 45' ELBOW POOLS AND I/A OWTS SHALL BE MAINTAINED. ALT CO- WYE ERNATE "A" ALTERNATE 'B" M. CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE "B" IS FOR USE WITH BLDG. EXTENSION/C(ONNECTION � �374fl� yQ� PROPOSED SEPTIC S`OIEM DETAIL 50ALE: NT5 CLEAN-OUT DETAIL 5GALE: NT5 M� .C.T.M.# DISTRICT 1000 SECTION 17 BLOCK 2 LOT 1 ,4 s F� I! i II ij Ir (T1E $ LI/N;E1 O+Y�j' JJ -. .+.. 42 r12" L, 1 _ x x xxx x — _ x X S£AWgL" x X x �- x x x „' .- X x x x Uh411"OF x x x — 7 _ x X X x x x x x X X x X x s2^^a.,, "4 x x x x -` 0 %%xxxxxXxXxXx �E'Sra. XY% `R` ; t�y<Xxx%XxxxXx%. e` , .` X X x X x X X I;np x x x x x x x ;x x x x 8 x % x X x X x x X x X x X x x x x X % x x x` _ __w Y X x X x X x X x x x x x x x :X x x x x 9{�y x X X X % X % X X x X % % /^ "•� -_... _.....�"'^'^.,,,_.............- Y X X x X ,,,...,,,,.; X X X X X X X^X 8_� 4 / 8 �PR�pR D�u5t j 7 01 'TO IEF P C) .�` 10 ,1 At 1' 13 f vec r�L.-"3-' ! 14 "'lam~~ l '�` ! \ !/' fl `---�- -``'` o C 15 � �� -- - rr -7 �� �,� GZ 3 ttNE f 5''o� ,S p 14 7 ! _ : � 1 Fa / 13 12 <-'✓- 10 ma's SPA 10�1, !� i , '�' X X ,�Xao' ~ ., " t' 14 KP' t' r 13 ,�1 �' ' / ,, X X X X X X X p1-6 f\ ` r1 X X X X X X12 X c } - ell f s'11 �✓1 /f j X X X X X X R X(�NFLi + J9�0 'S r f �'1 X X X X X X \ -OVO, 7C F iUSM kjJ it/ �,, X X X {sk'�s Ot�1E�r', X \ +� X \ v j !� X X X X ARF p Ma Q ptS'R}it X X 1 . Eqp , .. X X X X X X X X X X X X X X )��� X ` , °q 4 X X X X X X 11K� X �� :.z ..CIA -7 X �, X X X X X `1 Ia ,T`E1 . �' vp } - g,, BUIDLABLE 'LAND: 19:867.5 S.F. r- *' s " � - t F D D ,. AREA SEAWARD OFCEHL. 1 1,447 S:f. .r _ _ " • {!. a, , kl z,.=q.M .,. _ `• ,�. FRESHWATER WE;-.LANDS: 7,426 S.F. TOTAL LOT AREA 38,740.5 S.;F. ✓ "r t�J L wa a tP�©t;k CO err ! 1� �` ' a5 305E4N i i ``M ..' r CPS r S�-iOWN AS LOT 2 OF .. . ... ... .. SUBDIVISION �, D E � � [ F FOR J.O. STERN \ ? > 'TOWN PLANNING 'BOARD °' t APP' OVA[ JU Y 13, 1970 JUL - 1 M LD FEMA MAP#36103C006811 Southold Town _ EFFECTIVE 09/25/2009 REVISED 06 19--25 Board of Trustees UPDATE WETLAND BOUDNARY 04--09-2.4 NAVD88 AREA: TOTAL LOT AREA 38,740.5 S.F. ELEVATION DATUM: UNAUTHORIZED AL IE?A7701V OR AD017ION TO THIS SURVEY IS A WLILA77ON OF SECTION 7209 OF THE NEW YORK STATE" EDUCA710M LAN! COPIES' OF 71WS SURVEY A �' �'� �. � .; I ��� � i J�a MAP NOT BEARING 7HE LAND SURVEYOR'S EM8OSSED SEAL SHALL NOT BE' CONSIDERED TO BE A VALID TRUE COPY GUARANTEES sINDICA7ED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON 1115 BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU7701V LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U770A; GUARANTEES ARE NOT 7RANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON fiRth4/ THE PROPERTY LINES TO THE STRUCTURES ARE FORA 5PEClFlC PURPOSE AND USE THEREFORE THEY ARE T ', � NOT INTENDED TO MONUAlENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES ADD17IONAL STRUCTURES OR AND 01HER IMPROVEMENTS EASEMENTS � " �, AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY'EVIDENT ON 7HE PREMISES AT THE 17ME OF SURVEY SURVEY OF DESCRIBED PROPERTY ��re 4p• 057p�� �" _...Y CERTIFIED TO: PAMELA °S. VALE'NTINE; � w Y t MAP OF: FILED: i� SITUATED AT: ORIENT __ W _ __ __ _° •°" ° y;' { _ tl ,e orvN OF. SOUTH01._D ` KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLk COUNTY, NEW PORK z3 Professional Land Surveying and Design a THE WATER SUPPLY, WELLS, DRYWLLS AND CESSPOOL.P.O. Box 153 Aquebogue, New York 11931 LOCA77ONS SHOWN ARE. FROM FIELD OBSERVA77ONS FILE #223-182 SCALE: 1 "- 30' DATE:DEC. 15, 202 N.Y.S LiSC. NO. 050882 PRUNE {(131)298--1588 FAX (631) 298-1588 AND OR DATA OBTAINED FROM OTHERS. i I S.C.T.M.# DISTRICT 1000 SECTION 17 BLOCK 2 LOT 1 .4 , 3 .. s 4rlELINEj �� --- 2_�2„E tANU 454 I _5 — x x x x `x x w x x x x z .�—'� x x x xEgWgR0 zl;7 F i x x9 x x �.'", __ — 7 —� x—x�xyxxxxxxxxxxxxx� x x_i__ x' pETgTiOPd�xxxxxx�x�x'�`-� I3EBARd.3W �9 yxx.xxxxxxxxxx;.pRFX7pF/?JNExxxxx x xxxxxxxxxxxxxx� " , xYx XXXXXXXXXXX XXX XXXXX x �V`x x x x x x x x x x x x x x x x x x 8 _ x x x x x x x x x x x x x C y x x x x x x x x x x x x w7 Y -xxxxxxxx x XXXX x tipZARDt Ci COAST'A bSS� r v. pNp NiF pvN \ $ $ �p�FBABjR��� 7 7 7 pN f �♦ $ .: .�:::::::. y ............. ........... ON VE :: .. m O10 r __=-_ _�"`ti,✓g Iona �s'�, , _ WAVE a 12 13-- a`.\ 10 'A_ :_ ✓N2 V. 14 15 t�Np Nif j;N� we 15 � x i �� -� : 1 w� . •:::::. ,., , �X`SY1vNv �\,NG PAMpVP�EN .6 bSx,.B r8413r 1. , � �- ✓, _ �\ kyj Al S� ; 0 9 � \" q'. ``. � � l i � �j \ 1 r g.¢ 1) X'/ X�' 1,6 jj X k A —�� /i fREStP?FA$�9 202? x `.a gEPN i 14 ,/r f, x Ac 0 Xx X X \ X X ` yt� Z , 13 X X C��SpQ° 12 , 1 X X x X X X X X X X X X �```4 X \` �x�bl X N'Etl X _l '/ .10 8 � X X X X X c,E X nx PIPE J gjN \ ` g". 7 X X XP�rn+60�b�n X �` ��' X 6! X X AREpot�o� jo 7S X X X X X X VX X X X � �= X X X X X X X is X ``6 \ X x u a X x x x x � � x x x x x x X �. — ! x xc x o \ 13UIDLABLE LAND: 19,867.5 S.F. ,. f� R a• - \ AREA SEAWARD OF CEHL: 11,447 S.F. 6 7 � \ I FRESHWATER WETLANDS: 7,426 S.F. TOTAL LOT AREA 38,740.5 S.F. `/`7�" �WPy PN�N J �G�ti4 CAR A -- \ dp \ j PIPE / ^G4;y�0Y /' � t^ \ "•� � �.�-' wo' �;°' _'.�.. •^�°' e��; 061 \ - _ \ ` ff� 10 \ z", � SHOWN AS LOT 2 0 F ? SUBDIVISION 71' --F ; FOR J.D. STERN ~ � 6 o TOWN PLANNING BOARD �� �;% i - O J APPROVAL JULY 13, 1 70 „UPS 2 9 r " , FE'MA MAP 36103CO068 ' ~ ---� Sea,?: :;;,•..:, REVISED 06-19-25 EFFECTIVE 09/25/2009 Bo rl-I Tr;a,'��; UPDATE WETLAND BOUDNARY 04-09-24 NAVD88 ELEVATION DA7UM: 1 NE AREA: TOTAL LOT AREA 38,740.5 S.F. K ' rp� -° r � I UNAUTHORIZED ALTERATION OR ADD17ION TO THIS SURVEY IS A V/OLA77ON OF SEC770N 7209 OF THE NEW PORK STATE EDUCA770N LAW. COPIES OF THIS SURVEY +��1•M �f `� t t + MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATE HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF' TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS717U7701V LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. t � , ���,a3� THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE z Iwo- ' 4 ` ,t' r E. ,rT NOT 1N7ENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE .THE EREC77ON OF FENCES, ADDITIONAL 'STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS 0 ,- AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY c� r� `� � PAMELA S. VALENTINE; sQ ° a�7°` ��� l, SURVEY OF- DESCRIBED PROPERTY ,�'„� CERTIFIED T0: `. � �MAP OF: A�OFESSt0�P4 ., j FILED: SITUATED AT: ORIENT . x 'A �iw , rY. t� a TOWN OF: SOUTHOLD ;� �r KENNETH M VPOYCHUK LAND SURVEYING, PLLC I SUFFOLK COUNTY, NEW YORK c r Professional Land Surveying and Design THE WATER SUPPLY, WELLS, DRYWEL.LS AND CESSPOOL P.O. Box 153 Aquebogue, llew York 11931 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS FILE 223-182SCALE: 1"=30' DATE:DEC. 15, 2023 N.Y.S. USC NO, 050882 PHONE (631)296-1568 FAX (631) 298-1568 AND OR DATA OBTAINED FROM OTHF_RS. S.C.T.M.# DISTRICT 1000 SECTION 17 BLOCK 2 LOT 1 .4 - =01V& L0NG sE LAND �+ i- J°v' D 4 x x X x' x s x g 8-��-``y_ z z �_ EAWARD x x x -_--_ 7 --� x x x ,�\.-- x z x x IlM/T x x x ^`�` x `z�zxzxxzzzxzxzxzx xYxx�x OF�GETA770yczxzxzx x x' ���_ .1 ,� O REBAR OR �g x x z z z x :�RESTOF r z x XXXXX ,� -'Z x x z z x z z ,DUNE x x x x x x x z x x x 8 M� —8 �x z x x x x x x x x z z z x x x z x x x x�z1— Y x x x x x x x x x x x z z x x x z x z \ x x x x x z x z x x xx x x . ---9 Y x x z x -- x x x x x x x x g O x x x x x z x 8�\ � �` �^� x x x x x x ^ � ",kx x/ ,�D� n, ---- COASTAL EROS 8 LPNO Nl 8 p0`N 18 gpR GPB ETR�ST $��':: REVO 71 X. 7 T 0 .... ::. . �10`� ..� \ .:.. ..�:::::::::.;:GRAL EC pq ::.::.:.:::.....�On 'r!'j' '``' :i„ :... �.� \ U'�p NG 00 12 - '� \ Ems! EMI F MOD TE WAVE(^14 r Z v p Off/ ��,/ .�"� f(CTION BO DARY Z p�"�m 6f $ 1107 13 /"_� 0` ZONEA�, \ , "ter \\ 10 12 r \ \ 1 ) r� f \�,\ 1310 N. 9 Lo � < \ "\ EX�S�NG G OPNO VPLENI�NE SHED 15/ 1 D�E1.1N PA EVA 6.5'xT.S � 14 M \ 1 112 STY 5 \ 16 12 �-�f�' 110 /9 6 \� �"`• '� to \\ L 16 r ,i1i J X!j 6; ` X lam" r) / 15 % % 1 j l > �pTERND�NS Boll,ASS X ; X X �t< -� �G �' ^�� /i'�i i fFE E ILNFAtpR1L9 2024 X X \` ��� I �. � P� � 14 - �j i/ l AS D A � X X � 2 i.—gE NX i� i7 f � �SSP00�. ,12� i �j /� X � X X X X X X X X X � `� X X :.. \ O1:; X; X X X X X "�f X X X X X GE \ X�WEILL 19 ,8 /f pRA1NA X X Q� X PIPE W / X X. X RAGM1�(ESAMEORIEn X `aQP� 1.C'S C �.� 7 X X X AREA p.00 D,S�1A X X � X \ 6' AR MOSQIA X ✓ J X X X: X X X X X r\' �� u X X X X X X X 01 X \� 7�`\6 \ X iQG� X X X X X fi , X X X 0 : / Y � 1 BUIDLABLE LAND: 19,867.5 S.F. AREA SEAWARD OF CEHL: 11,447 S.F. 6• " � ` -- FRESHWATER WETLANDS: 7,426 S.F. TOTAL LOT AREA 38,740.5 S.F. EGGN\P i' EQN \ cps \ / / FRS /1 �• � \ \ PIPE / TLpNDFIAOGIP4G WE / �p n \ 10014 de?06- \ \ \ To pWE���NG \SE�v�C#1525 \ y _ —%r \ \ Fi (\(011 i^a f SHOWN AS LOT 2 OF AY 2 9 2026 M, L'. SUBDIVISION w I FOR J.D. STERN TOWN PLANNING BOARD sautno�;lTo„r - APPROVAL JULY 13, 1970 BoaMc`T a� - �_.._ FEMA MAP#36103CO068H REVISED 06-19-25 EFFECTIVE 09/25/2009 UPDATE WETLAND BOUDNARY 04-09-24 NAVD88 AREA: TOTAL LOT AREA 38,740.5 S.F. ELEVATION DATUM.• _ UNAUTHORIZED ALTERA770M OR ADDITION TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THI'S SURVEY MAP NOT BEARING 774E LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LEND/N^ INS77TUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE )HEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASF!4FN7S AND/OR SUBSURFACE S77?UCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EWDENT ON 77-IE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY "; CERTIFIED TO: PAMELA S. VALENTINE:; MAP OF: r a FILED: n 1�` c" fgv' SITUATED AT: ORIENT TOWN OF: SOUTHOLD - r KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 0:a: Yt ,,r,y �. Professional Land Surveying and Design • THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL P.O. Box 153 Aquebogue, New York 11931 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS FILE #223-182 SCALE.- 1 "=30' DATE: DEC. 15, 2023 N.Y.S. LISC. NO. 050882 PHONE (631)298-1588 FAX (631) 298-•1588 AND OR DATA OBTAINED FROM OTHERS SITE LAYOUT NOTES: _ a I. THIS 15 AN ARCHITECT'S SITE PLAN d 15 \ z SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION O T z m N 3 REPRESENTED ON THI5 SITE PLAN 15 TO THE � 1 \��S6 /"L o o w ARCHITECT'S BEST OF KNOWLEDGE. 0 I \��4,2,/AFC ~ 2.SURVEY INFORMATION WA5 OBTAINED FROM A SURVEY DATED DEGEMBER 15, 1 �. 2 J= 2025,MOST RECENTLY REVISED JUNE 111, 2025,AND PREPARED BY: SEAWARD LIMIT OF VEGETATION 1' MHW EL 5.5 w w Z KENNETH M.WOYGHUKLAND SURVEYING ��� P.O.BOX 153 �/� '•'. \ m n AQUEBOGUE,NY 11931 z 0 5 PHONE: (651) 298-15b8 ��;• �\ ��7 a n I \ aazo= . 1 .�U �♦j zo p a PROJECT /ZONINO.DATAw&S o 3 jiz N W¢wa 1 N TAX MAP# 1000-11-2-1.4 20' SIDE YARD 1 I .T . ! ¢r Fr G 5ET5AGK ZONIN DISTRICT R-40 NC C(55' OMBINED) '� �,� _ 1 Q y 50 REAR YARD SETBACK o � wW ya zz LOT AREA 0.9 ACRES FEMA FLOOD ZONE5 X,AE(EL.=109,VE (EL.=14') - I WETLAND5 DISTRICT PENDING 1 I I 15' SIDE YARD (55' COMBINED) 5 a y1Uu1 O I �ooaU DEG DISTRICT PENDING 9\� 1 I ZONE 1/� � SUFFOLK COUNTY HD APPROVAL - - PENDING EG \• `�� (EL 14) I 11 FIR EPIT 15.0 a PIER LINE (LEFT SIDE ADJACENT PROPERTY) �. LOT COVERAGE _ DECK N _ ----- -- �_ _ PROPOSED -795 S.F. DWELLING FOOTPRINT . .. - �� ONE SOUTHOLD TOWN CODE 250-124 %% OZONE X (EL. DESCRIPTION(FOOTPRINT) AREA % LOT --- --- �•� I �\ +� COVERAGE EXISTING O 11/2 STY DWELLING TOTAL LOT AREA 5b,740.5 S.F. # 1525 I O ` K 1 i L m '� N AREA SEAWARD OF GEHL 11,44-1.0 S.F. i �. p I 1 / LAND N/F OF .� k" 100 WTL SETBACK r BARBARA B DON U � FRESHWATER WETLANDS 1,426.0 S.F. - i I j �' _ O. i FROM DUNE SEPTI TANK REVOCABLE TRUST TOTAL BUILDABLE AREA f1J 1986�.s S.F. _ 1 I /��� - - 9 i 1 Q PROPOSED DWELLING INCLUSIVE 1 OF DEGKS 1,448.o S.F. T.5% CESSPOOL I �. /.-_-- - I ! N 50' WTL SETBACK LINE a TOTAL AREA OF ALL STRUCTURES 144b.0 S.F. -7.5% LAND N/F OP 1 ��I i \ �` I I LIMIT OF MODERATE PAME,V VALENTINE I I N WAVE AOTION MAXIMUM LOT COVERAGE ALLOWED: 20% - I ; �` I 1 BOUNDARY Q -LOT CO`ERASE HAS BEEN CALCULATED COMPARED TO THE TOTAL BUILDABLE LOT AREA. 40' FRONT YARD SETBACK ZONING REGULATIONS MAIN BUILDING' W I ,. - - O i PROPOSED BRIDGE _ \ SOUTHOLD TOWN.GOL?E�2,50-124 p ARE OP PHRAAWITENp S BY THE 1 pRP,INA NTyQUITO pIS�I�'T I 4-13 SF OF WETLAND HATCHED INDICATES BRIDGES SHOWN PROPOSED COMPLIES I ORI- o N AREA OVER WETLANDS; NO W W a: LO LLJ 0) MIN. FRONT YARD 40.0' IOCIA, YES SE�P`CK '. j ----- DISTURBANCE BELOW w .f W T l� _ p0, WELL z >- MIN. SIDE YARD 15.01 15.01 YES 1j0• � Z MIN. COMBINED _ _ 582�13'30 W\.,\` -:- FRESHWATER WETLANDS Q W m z 51DE YARDS 55.0' a-r.0' YES _ - BOUNDARY A5 DELINEATED BY > It uO W MIN. REAR YARD 50.0' 86.1' YES _---- T H. D S Y fl _— —I EN-CON5ULTANT5 APRIL q ,2024 0 0 MAXIMUM HEIGHT 351/25' 50.5' YES 8 I f� EEC I tl o O� N/P �.. o pyEGGJAIA I J05EP AY 2 9 2026 j f . tI I 't � � y •1I1 I t - t v southoid Tovdn � ? N Board of Trustees PROP05ED 51 TE PLAN ' t �F •: � w w� SCALE: 1" = 40'-0" o a OENERAL 5YM50L KEY: Z� W .L EXI5TINS TO REMAIN r::� NEW FokoATION WALL zra3 -ITT Fz�a NEW WOOD FRAME a a��' yypw U Z J U o�OwF ui �F �?�ma m�a3w o=zgw Z O O Q m JaF W l!1 =aQwx p Q O Oli W Q w Q yyp p Y F 2 2 J K oaFQ=� W K N p 3 s ma¢w O W O N O ax=¢m ¢rro awa�x"LL z z Zatwao V U W y Z. O W 2 z ¢x3Qo Op�rF w r O Z x riZ�oo� g� fw 13' o a H D m U 0 I WOOD DECK - W 510 S.F. O TV FOLD DOWN WOOD DECK � O DN FROM CEILING 5,15 S.F. p — - - •— :�� U ■ o i ■ ■ Di ■ + O LIVE EDGE COUNTERTOP - m UP m I m U Cnn` J L - J L _ J _I W O — 0 � . _ C� 0 Io Q FEII WALL HUNG N CLOSET 77- I = m FIREPLACE ` I I bN ' L - J L J In OUTDOOR p a� SHOWER;OPEN II'-5"� 3'-O" 10'-4" 10'-10" 3'-b" Z 0 Lu � PROVIDE EXTERIOR TO ABOVE 'I1q3 5F GFA ACCESS FOR GLEAN f WOOD DEGK LV uj N b85 S.F. HABITABLE OUT B WOOD SUPPLY '143 SF GFA LV 2 0 z 145 S.F. b85 5.F. HABITABLE J N m - PROPOSED FIRST FLOOR PLAN 2o'-s" PROP05ED 5EGOND FLOOR PLAN > ti ZE co SCALE: 1/5'= I'-0" 5CALE. 1/8°= I'-0. o T O CL 0 O 4 2026 MAY 2 9 u _ =: Chi ( I� ,1'• //' N CN Southold Tow �, 'o Q N Z N w s rwa� m w O oaw3 F=�Q U J K U) a N N W 00, _In w— O=J Z U Q U O j S W f J W W O~_- O z?�ma woo3w ww> O= Ia1 i Z U O Q N Q Q Qazo= —tcZ�J Zw Fp O¢W i 3i W R y�ti LMAY 2 9 2026 .��om w z w-. �_�_=Q4. N w— U K R} Sp�t�lOidTOWr1 a o 0 5 F w W p N U Board Of Trustees w t a o a z¢ooa 5 a-.. w N a o a NORTH ELEVATION (REAR) WEST ELEVATION (LEFT SIDE) U/�� MM� SCALE: I/b° _ 1i-0" W W SCALE: vb° = r-o° U C 12 Q ( ) 12 a Q o ° 1 0 �1 W W IX u7 -- - — ——— ° Z V LW ---� W - - -- W oZ T L it > in Lu - I ~ EE p o O J Li gmW u O THI a : -_ 0 il . -.- .1 1 14 mom! a M N M N SOUTH ELEVATION (FRONT) EAST ELEVATION (RIGHT SIDE) PROP. BUILDING 5EGTION 0 SCALE: I/b" = 1'-0" SCALE: I/b" = 1'-0" SCALE: I/b° = V-O° o a GENERAL REQUIREMENTS: I/A OWT5 4 SEPTIC TANK INSTALLATION STANDARDS: i SueJEGT PROPERTY . I SEPTIC PLAN NOTES I. After Installation of the I/A OWTS and prior to completlion, the I. Install 1/A OWTS tanks 4 septic tanks according to manufacturer's ° r ' #¢ e "� a \ �Tg° Installer/contractor shall contact the architect for on installation recommendations while conformin with these standard. All " sv PROPOSED GLEAN-OUT (G,.OJ: /F4 4 Q Inspection as per SCHD standards. applicable, recommendations provided by the manufacturer shall be �' _ \ �/ �F L INSTALL WITHIN 10' OF BLD6. {FOUNDATION I N O Implemented. Z ��FJ 2. The Installer must hold a current Liquid Waste License urrsuant to O PROPOSED I/A OWT5: q p "'+,' ' vm rr PROP. FUJIGLEAN GEN5 I/A CHTS w/: �� S W Suffolk County Code Chapter 563, Article VIt (Septic Industruy 2. The I/A OWTS tank 4 septic tank shall be installed at level In all �.r �,� " tkP '� Businesses) through the Suffolk Count Deportment of Labor„ directions (with a maximum tolerance In an direction of +/ one i' w#�� ° '� ' Ld - VENT TO ROOF AS REQ.'17 g y P y r #;,. f Y,s�° , t 01 �� /Y� J Licensing and Consumer Affairs, pursuant to Suffolk Govnt Gode quarter Inch) on a minimum 3-inch thick bed of properly leveled and r t "!w�:' - 75 MIN. SEPARATION FROM NEIGHBORING HELL O 9 p y q p p y I �;, ,'' l a MAINTAINED (AS 5HOWN ON SITE PLAN) SO A-z-AL §563-7q. The De artment of Labor, Licensin and Consumer Affairs com acted sand (free from rocks) or ea ravel. ` ''• ;i=. »'"� O -maintains a list of licensed I/A OWTS Maintenance Providers.. ° "I '�x ?'t/1�{ryy ' W r ' , PROP. FUJIGLEAN ALARM/GOt`1TROL PANEL (INSTALLED 3. I/A OWTS Tanks shall be provided with a single outlet. A &' t ' '_ ABOVE DFE) d BURIED ELECTRICAL LINE FROM I/A OATS I \ - 3. All I/A OWTS must be registered with the Deportment in distribution box/manhole or distribution leaching structure may be •ems ' ' "; i' Ir ` , �.� jjC. •C 9 P 9 y j �, k i m�`k+ 'IM accordance with Article Iq of the Suffolk County Sanitary Go:dc required for all systems with multiple leaching structures unless an '��K, ` �' ^ �, ;' �'~?t�,i 1 �. `t 'y. ''„ 4 PROP. FUJIMAG AIR SLOWER((INSTALLED ON BRACKETS LINE OF - _ _ Q <. .. r , ,:`",. O SEAWARD _ - \ ��prior to the Department granting certification of completed alternative design Is approved by the Department. l � �•.>.>.�.,.,'•.w, ;r ., +r.�,• e , . ABOVE DFE) b m PVC AIR LINE TO I/A OWTS (PER MANU. \ .. e- CO construction on "as built" tans. 4 ' + , 't '"'" °d `^"; n ''}+ SPEC.'S) LIMIT OF -� `� LINE OF MEAN HIGH O p •�+r a � 4: � }<A .;' '� x 9y' ',a VEGETATION 1 _ (� 4. All outlets from the septic tank must be provided with an 18 •. , ;;..( . p P v { + t w' d e+k :'•. 1 ;, ta PROP. 20 4' POLYLOK DISTRIIBUTION BOX (SAMPLING POINT); / -� \ WATER; EL.=3.5 /�/ 4. An executed Operation and Maintenance Contract between the drop T or equivalent approved baffle extending Into the I/3 of .R�•t. •.,, ;6 x , « s .; .. :,', A h•{.. O l� ++ ` MAINTAIN 5 MIN. SEPARATIONI FROM I/A OATS 4 2 MIN. \ L N Z Maintenance Provider and Property owner must be submitted to the the, septic tank liquid depth. Gas deflection baffles are, • LL G r "°I r, `I+'',-. SEPARATION FROM LEACHING POOLS. \ Deportment prior to approval of the I/A OWTS re istration b the recommended for Installation below each effluent dropT'. `, �`C•' .;' " " i :• , � \ � Department in accordance with Article Iq of the Suffolk Govrnty •.,�,¢ ' ...... PROPOSED LEAGHINO/EX IAN510N POOLS O ••N . ` f.. fit:.• 1 '>' ,,.r"''-.; b Sanitary Code. 5. The top of the I/A OWTS tank or septic tank shall not be, located r� a` w. r� '' >.` - : . ' ";I9 O PROP, (5) e'Vx4' EFFECTIVE DEPTH L.P. 4 ADEQUATE SPACE �� / X Y greater than 2.5 feet or less than one foot below final grade. v :�f .`'•� , . FOR (2) e>0x4 EFFECTIVE DEIPTH E.P. (FUTURE EXPANSION). G I \ \ 40 Q 5. All Installed I/A OWTS are required to have an initial 3-year ;, � ? 14 r ,'s• _...,.`, �:;;', �. � ;: , E ► ; - ,. } • L.P. 4 E.P. SHALL MAINTAIN: warrant and o cratlon/maintenance service contract. After the 6. At a minimum all sampling manholes shall have 20-Inch covered � w _��_. _ _..`1 � a�A a i. ,:a E iS� °� :. »:. w. , :..';;�iM \� O 0s- y p p g - 5 FROM PROPERTY LINES Initial 3-year operation and maintenance service contract has access openings to grade located over the Inlet and outlet. - V FROM OTHER LEAGHIN6 STRUCTURES 4 I/A OWTS \ \ \��\ ~' Lo expired, property owners are expected to maintain on operation Covers shhall be, either 20-Inch diameter watertight and LO -AT ION ON, MAP - 65' FROM BLUFFS I �\ � � � �_� O and maintenance contract in accordance with Article Iq of the insect-proof locking cast Iron covers or thermoplastic covers at - 150' SEPARATION FROM WELLS (AS SHOWN ON SITE PLAN) �- _ C \ _ \ O Suffolk County Sanitary Code. final grade. All covers shall be designed In accordance with section SCALE: NTS SP \ \ ` Q CL M O 5-111 of this standard. O PROPOSED BAGKFILL 4 CSRADIN6: I \ OF b. When an I/A OWTS requires a vent, the unit shall be vented to the A MAXIMUM FIVE PERCENT SLOPE SHALL BE MAINTAINED N \ I roof of the residence being served. Vent pipes shall extend a 1. When sampling manholes are approved to be Installed In a FOR A MINIMUM OF TWENTY FEET HORIZONTALLY FROM THE I \\ minimum of 6 Inches above the roof line and the top of the went driveway or parking area, the manhole shall be designed to be NEAREST EDGE OF THE SANITARY 5Y5TEM BEFORE shall have a minimum horizontal separation of 12 Inches to the traffic bearing to meet the requirements of AASHTO H-20 or PROJECT / ZONING DATA TAPERING OFF TO PREVENT 5EEPA6E OF THE LEAGHATE I l \ 10 sloped portion of the roof. In cases where It Is not practical to H5-20 loading. -- - - THROUGH THE TOE OR EDGE OF THE SLOPE. / VA ° vent the system to the residence roof, a vent pipe may be piped to TAX MAP # 1000-I-i-2-1.4 1 �� // \ the exterior of the residence and terminate a minimum of IS Inches 5. The outlet Invert elevation shall be a minimum of 0.1 foot below Ci above rode and at least I foot from property lines. These vent the inlet Invert elevation. VARIANCE NOTE: Pj __ 10 . - pipes s{na11 be located a minimum of 3 feet from any window or ZONING DISTRICT R-40 NO DUE TO SITE CONDITIONS INGLUDINO EXISTING SLOPING doorway and must terminate with a carbon filter device. All vent q. Sampling manholes shall have an Inside diameter of 2 feet or on 6RADE5, THE LOCATION OF NEARBY HETLANDS, 4 EXISTING U pipes must have a minimum diameter of 2 Inches. Inside area of 2 foot by 2 foot. PRIVATE WELLS, THIS APPLIGATIOM INCLUDES A REQUEST I CAS LINE OF 5EAWARD LOT GO�IERAGE SEEKING VARIANGE(S) FROM THE FOLLOWING CONSTRAINT(S) I - �� T o�D I LIMIT OF VEGETATION n 1 (Y� "1. Installation and use of the I/A OWT5 must conform to the 10. There shall be a maximum retention depth below the outlet Invert TYPICALLY REQUIRED BY SGDH5: \ UN W L_1J Department's approved I/A OWTS guidance document prepoired In elevation of six Inches. SOUTHOLD TOWN CODE 280-124 accordance with the standards for "Approval and Management of 1) REDUCTION OF REQ.D DISTANIGE BETWEEN I/A OWTS 4 Innovative and Alternative Onslte Hosstte-water Treatment Systems." 11. All sewer pipe penetrations In the sampling manhole shall be i SURFACE WATERS TO 54.1' 05' TYPICAL) COASTAL LOT _ _ EROSI • - watertight. DESCRIPTION (FOOTPRINT) AREA 2) REDUCTION OF REQ.'D DISTANIGE BETWEEN LEAGHIN6 - - _ N HgZARD LINE MINIMUM DESIGN REQUIREMENTS: COVERAGE STRUCTURES 4 SURFACE WATERS TO 60.5' (I00' TYPICAL) ELECTRICAL REQUIREMENTS: I I. I/A OWTS 4 septic tanks shall be constructed of precast TOTAL LOT AREA concrete, fiberglass, polyethylene,polypropylene, thermoplastics, or CONTROL PANELS: other materials in accordance with Department standards arnd 1. The control panel box must be placed outside on a suitable AREA 5EAWARD OF GEHL 11447.0 S.F. IONYGRR,Appendix -15-A. The use of steel tanks Is prohibited. pedestal near the structure that It serves. Alternatively, the panel box may be mounted on on outside wall of the structure (preferable 2. When on I/A OWT5 requires a septic tank for pretreotmemt the a utility room, and not a living space). Other locations for mounting FRESHWATER WETLANDS 7,426.0 S.F. septic tank shall be designed In accordance, with sections 5-107 the panel box will be considered by the Department on a and 5-IOq of this standard. case-by-case basis and with I/A OWT5 manufacturer approval. (I) I I TOTAL BUILDABLE AREA Iq,867.5 S.F. \ 3. Unless otherwise specified, the leaching structure/system that 2• The name of the, I/A OWT5 04M Provider must be, clearly EXIST. _ --- - _ follows on I/A OWT5 shall be designed In accordance with section Identified on the outside of the panel and Include a hone number PROPOSED DWELLING INCLUSIVE DECK 5-10-1 and 5-I10 of this standard. g to contact In case of alarm. p p OF DECKS 1,448.0 S.F. 7.3gb 1 Op ONE / ' ' \� W 4. At a minimum, all I/A OWTS treatment tanks 4 septic tanks shall 5. Exterior panel placement enables the system to be, serviced at TOTAL AREA OF ALL STRUCTURES 1448.0 S.F. 7.3Y LOo\ have 20-Inch covered access openings to grade located over the any time, eliminating the need to access the Inside of the building. I 1 Inlet and outlet. Covers shall be either 20-Inch diameter wattertight 4. The panel box must be within view of the system location to help MAXIMUM LOT COVERAGE ALLOWED: 20Y I 1 P 6 \ �Rpl?g�Ap4E.DEGK I and insect-proof locking cast Iron covers or thermoplastic Covers facilitate operation and maintenance. EX15T. DECK ♦ / \ \ 7 �� i I� ` at final grade. All covers and chimneys/risers shall be desle3ned In -LOT COVERA6E HA5 BEEN CALCULATED COMPARED TO THE TOTAL BUILDABLE LOT AREA. - accordance with section 5-111 of this standard. 5. The control panel shall be placed at a comfortable height for access In accordance with Federal Emergency Management Agency 5. When a I/A OWT5 or septic tank is approved to be Instollled Ina (FEMA) flood zone, requirements. 1 - \_ _ _ I q PROP. 2-STORY VC. FR. I N \ driveway or parking area, the unit shall be, designed and/or L PQ 1 - __ DWELLIN6 ON PILES installed to withstand HS-20 or H-20 loading as designated by 6. The panel shall meet National Electrical Manufacturers _ _ / ��1 5 �- - - _ -- __ (I BEDROOM) --1 <O AASHTO. Association (NEMA) 4X specifications. SITE LAYOUT NOTES: DULY 20, 200-i - - 1 �� Pp (I EL•=14.0' hall not be permitted when on I/A OH75 Is I. THIS IS AN ARCHITECT'S SITE PLAN 4 15 L,PQ QO _ 6. Garbage grinders s p '1. All below rode whin must be run In electrical conduit. The TEST HOLE DATA 6 � utilized as means of sewage disposal. conduit must�ave appropriate seals to prevent aces and moisture SUBJECT TO VERIFICATION BY A LICENSED EXIST. 1-1/2 STORY / \�"-X O "flRQP. FRAME P 9 MGDONALD GE05GIENGE DWELLING ` z �0\�!i'�PROP. from reachingthe control panel or unction boxes. SURVEYOR. THE INFORMATION 1 2 D�SK� P J P.O. BOX l 000 � BURIED _ T Water softeners shall not discharge Into on I/A OWT5 ondl the REPRESENTED ON THIS 51TE PLAN 15 TO THE Deportment recommends water softener backwash be Gonna.cted to y equipped g g y 50UTHOLD, NY 11a71 L.P(J , , - - - FUEL LINE p 8. Each system shall be ul ed with a functioning warning system ARCHITECT'S BEST OF KNOWLEDGE. ` •7 ! , � �� 2 1 � 1 � '�,(• RJ an onsite drywell acceptable to Town or Village building which will activate audible one visual alarms that can be readily (631) 765-3677 1 5 --I� I o� Departments. seen and heard by the occupants of the building served. The 2. SURVEY INFORMATION WA5 OBTAINED 1 ICI MIN. 20.0' % �I 5' j 5' F!' �� � r EL.=6.7 PROP.500 MIN. ��DWG MIN.I MIN.1 D / I O <j Department recommends a telemetry device be Installed to FROM A SURVEY DATED DECEMBER IS / GAL.BURIED 8. I/A OATS tanks 4 septic tanks shall be watertight and provide, immediate remote alarm notification to the 04M provider �- S �1 \� constructed of sound and durable materials that are not subject to covered b the OW agreement. p 2025, MOST RECENTLY REVISED JUNE la, I 7 ip PROPANE excessive corrosion or decay. y g 2025, AND PREPARED BY: 1 0. 6 q. Systems which are not designed to flow by gravity arc q. All tanks must be watertight. Two methods of ensuring tan{ks arc recommended to beequipped with a control panel with means of KENNETH M. WOYGHUKLAND SURVEYING MIXED SAND A O p EXIIST. SEPTIC -0 �" Q j �N"s watertight shall be either vacuum testing or water pressure testing connecting a portable generator to operate the system during a P.O. BOX 155 AND LOAM O LU zWl O methods as follows: power outage.age. AQUEBOGUE, Ni' IIg31 �- 1 / / - ' O✓([�� � 5Y:5TEM 10. Vacuum testing: Seal the empty tank and apply a vacuum to four PUMPS.BLOWERS, LEVEL SENSORS, AND CONTROLS: PHONE: (651) 2q8-1588 / / ` _ V _ 8 VI (4) Inches(IOOmm) of mercury. The tank Is approved If 110% of I. The electrical Junction box serving the ump motor and floats 5.0'- - I / �� 0 KI p \ vacuum Is held for two minutes, must be watertight and located outside the I/A OWTS tank chombe 4. NOTE: BROWN CLAYEY II. Water testin Seal tank;fill tank with water to outlet Invert I. FLOOD MAP DATA: 5G SAND WITH HEAVY / / �_- - u11 -p 1 g: 2. Any blowers located outside of the I/A OWTS unit must be placed MAP #: 36103G0068H GRAVEL elevation, let stand for 24 hours. Refill the tank to the outlet Invert on a pad (concrete, plastic or fiberglass) and have a soundproof 6.7` SGTM #1000-1"1-2-1.2 after the 24-hour period Is complete. Lot the tank stand foir an enclosure cover. MAP DATE: Oc1/25/20001 i WATER IN BROWN i , I EXIST. DWELLING w/ additional 10-hour period. The tank Is approved If water level Is FLOOD ZONES: X, AE (EL.=10'), VE (EL.=14') i SG CLAYEY SAND WITH held for the 10-hour period. Water pressure testing Is i PRIVATE WELL p p g 3. All pumps and float trees must be accessible and serviceable i i HEAVY GRAVEL recommended to be done onsite after Installation. from access openings. i (LOCATED E R.O.W.) 4 i 2. SITE PROTECTION/SILT FENCING TO BE q 0 SEPTIC SYSTEM 12. Septic tank manufacturers shall provide a label of non-corrosive 4. The floats shall be attached to a Schedule 40 PVC float tree INSTALLED AS REQUIRED BY THE TOWN OF �i / ONE X material in a prominent location at each access opening to warn SOUTHOLD. i WATER IN GREYISH p p g that can be easily removed for service or adjustment. The floats i that "entrance Into tank may be fatal". shall not be attached to the force main. SG i BROWN AND BROWN F (�1,' / \�\ I I \ I- 5. SURFACE WATERS OR WETLANDS ARE ' GL' CSANDY CLAY LAYEY SAND W11 D 00 ZONE I / ' / �� �C�o-� W I/A OWTS TANK CONSTRUCTION MATERIAL REQUIREMENTS: 5. The Department shall observe the um s stem operate through LOCATED WITHIN 300' OF THE PROPERTY. i O FRE5HWA' ER WETLANDS a normal operating cycle. p p y p g �i 6RAVEL IN LAYERS \ I. Non-concrete prefabricated septic tanks shall conform to the 4. ELEVATIONS REFERENCE NAVD Id88 i �L I 8 /' BOUNDARY AS DELINEATED BY Ili �` y0� I' I` o International Association a Plumbing and Mechanical Officlalss b.lnspectton for leakage of the force main fittings will be made I 1 EN GONSULTANTSi(APRIL ci, 2024) �C I v (IAPMAO) "American National Standard for Prefabricated Se tic during the um test procedure. i 1� p g pump p 5. ANY VISIBLE WELL5 LOCATED WITHIN 150 / Tanks" ANSI ZI000-200'1 and an applicable revisions/u dattes. 1 1 SGTM #1000-17-2-6.3 y pp p OF SUBJECT PROPERTY LINES ARE �� �� I �Iv ; �\ �� \ EXIST. DWELLING w/ I 2. Non-concrete tanks shall be factory assembled or ossemkbled In DEPICTED ON 517E PLAN. 38.0"- PRIVATE WELL 4 the. field/distribution facility by a certified representative of the i �i I / AREA OF PHRA6MITE5 4 tank manufacturer. i �/ DRAINAGE AREA MANAGED BY EXIST. �, \� `� j SEPTIC SYSTEM (BOTH �� 1 THE ORIENT MOSQUITO DISTRICTI DRAIN PIPE �� 1 EXI5T. N LOFR M STEP UBJECT VER 0 0 3. Each tank shall be Identified by the rnanufacturer with the �� �i I 1 �� ` 1 WELL I0 PROPERTY LINES) manufacturer name or logo, capacity and number of openings, and WATER IN date manufactured, permanently marked at the Inlet end of the tank. SH,� BROWN FINE TO LINE OF 150' i COARSE SAND I 4. All walls, floors, roofs, and access covers shall resist an appliedWELL SETBACK 1 JN PROJECT: r- 1 force of 500 pounds per square foot (psf), i �� - - - - I } - 150.0 EXPOSED DRAIN PIPE - y <i VALENTINE 5. Precast concrete covers and risers are not permitted on � � \, _.�• � � \ non-concrete tanks, unless otherwise approved by the manuf'aotvrer. 44.0' i / I i -_ _ ,- � 6. Whenever practical, non-concrete I/A OWT5 4 septic tanks shot I COMMENTS: GROUNDWATER ` I � �0 SEPTIC not be located within groundwater. For Installations that arc placed ENCOUNTERED 6.7' BELOW ��" \ /N within groundwater, particular care must: be taken during Instrallation, GRADE �� - g82°1'�30 W \\ \ I I Q bedding, and bockf111ing to prevent damage to tank walls, and all tanks should be sold by the manufacturer completely assembled. If, because of size, the tank Is delivered to the site in sections, all / _ - _- 1 \ \ 1� - --��'/ ' ` 1675 BIRDSEYE RD joints shall be sealed with watertight gaskets. All tanks shalll be TEST HOLE , tested for water tightness after Installation using a method _ _ --� EL•=6•-1' tO � Rnao - - ORIENT, NY 11957 specified by the manufacturer and approved by the Deportrment. 1. In cases when tanks are Installed In groundwater, the, desiign / \ +� (30 R.O•W / professional shall submit buoyancy colculotlons to prove the, weight \ of the tank (with or without anchoring or the addition of bollost) will �' Q I DRAWING TITLE: be at least 1.5 times more than the weight of the water displaced. C/ ' The buoyancy calculations shall be dons using highest \ \\ \ / NOTES i expected/recorded groundwater elevation with the tank emppty. Soli / SITE INFORMATION cover on top of the tonk(s) shall not be; considered when determining the amount of anchoring or ballast weight requireed. _ - O ' - __-- \ � � � , � ' SITE PLAN SUEFOL< COUNTY HE^LTH I7EFARTMEEN7 A F OVAL o t�I t�I SGTM #l000-n-2-I.5 H.0 . REEERE1NGE NO.: - -- ---- I \\ EXIST. DWELLING w/ - _ / VACANT LOT rn PRIVATE WELL - PAGE: 7n (LOCATED OVER 150' I FROM 5UBJEGT SGTM #1000-17-2-I.11 PROPERTY LINES) 4 i VACANT LOT A rn I \ \ SEPTIC SYSTEM \ SP-10 :1000 Oy /�� / sfi �$o, DATE: 04/30/26 1 OF 2 DRAINAGE SYSTEM INSTALLATION NOTES: • A MINIMUM 10 SEPARATION 15 REQUIRED BETWEEN DRYWELLS 4 WATER SERVICE LINE, UNDERGROUND UTILITY LINE5, SEPTIC COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, OTHER / I �'� MAY 2 9 2026 DRYWELLS, AND THE EDGE OF ALL FOUNDATION WALLS • A MINIMUM 5' SEPARATION IS REQUIRED BETWEEN DRYWELLS 4 PROPERTY LINES / ` Savtholdlown A MINIMUM 20' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 AND EXIST. SEPTIC • � \ SYSTEM /'-I" � Paard of Tn�^'^es ' BURIED PROPANE FUEL TANKS. / \ • A MINIMUM 2' VERTICAL SEPARATION IS REQUIRED BETWEEN THE I , BOTTOM OF DRYWELLS 4 THE HICHE5T EXPECTED GROUNDWATER ' I ELEVATION. • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL EXIST. WELL • SEE ALSO CONSTRUCTION DOCUMENTS DETAIL. I -(SERVING SGTM I \ h DRAINAGE SYSTEM CALCULATIONS: ' I 0510 25 5O -T 5 1 OO ;• TOTAL IMPERVIOUS ROOF COVERAGE = 7414 S.F. I I 0 714 5.F. x 2" RAINFALL EVENT = 152.5 O.F. STORAGE REQ.'D I (1) 6 0 DRYWELL PROVIDES 22.55 G.F. PER FT. OF DEPTH S I TE FLAN I ORAI=H I C. 5C ALE (2) 60 x 3' DEEP D.W. PROPOSED = 155.18 G.F. STORAGE PROVIDED SCALE: II" = 20'-0" i ELECTRICAL SERVICE o TO EU.J I CLEAN w w ALARWC,ONTROL PANEL 100 ' J 101 I I C rn 102 I I o coo 103 TB1 >< — � o N � N p CLnZ - 104 'o N x � MAIN ELE(.*�' TR �AL 105 SINGLE LINE DIAGRAM NOTE: CC O m 3 Co 106 MANUFACTURER'S SINGLE LINE DIAGRAM FOR FUJIGLEAN "CONTROLLER A" I I/= WIRING 15 PRESENTED. USE OF UPGRADED CONTROLLER OPTIONS BY -C o -+'' LO I `�EL AT Y `^I� L I ` O FUJIGLEAN ARE ALLOWED, PROVIDED •THAT THE MANUFACTURER'S O �CORRESPONDING WIRING DIAGRAMS ARE FOLLOWED IN SUCH INSTALLATION. 10? C1109 TEST, N71K, S)UDU Q :2 O MAIN BREAKER toe s T 4� �- 109 CIRMITr-ow ° - 111 I T 152 U 112 PS112 ( M MLTf1 153 I TIPM N 1d — — _ — _ TDRtxfC TC3 20 IN — .' — _ I It I 5.34 : IN-L 1 W L-I—I 113 WSM s . 154 i r N 1 3 s ® 7 TIT I -+-J SWITCH114 c.Tiis 155 ! 1 I I I 1 1 1 $ 1 115 T2 C�1 Fs'10-- T31 ~ P ' 156 I i I I 1 I I I R 157 11 1 �_J 1 1 I BRANCH CIRCUIT PROTECTION OVERLOAD PROTECTION, I U 116 ice„ FLOAT N L1 W * I I I VAJN DISCONNECT AND MOCURREW PROTECTION 117 158 j "15 �T I L — — -} OF INCOMING FEEDER CIRCUIT PROVIDED BY ETHERS I � AND MUST DE SIZED ACCORDING TO PUMP/M10TOR I Q ° — 118 159 I naaT I MANUFACTURING SPECIFICATIONS 160 I Q� il9 �C812� I 1 i I i2D s T41 — — — — — — — — - - - - - - - -- - N 16a I � _ _ - - - - - - � I � ���� � f 162 I I 121 CIR CU1 I p I DED I GATED, 20 AMP 122 163 I I 51NOLE-PHASE 164 I AE3tATBt A I CIRCUIT BREAKER 123 A 1 I 124 �ER11T>� 165 +ice I T"JE TD 125 166 I EXIEIM COI�!°OlIENI'S (WMESSOR ,AID/OR PUVPS) PR BY 0T 10 45 126 167 I A�"ID Mt M BE U"L APPROVED TI ►NIY MTECHD W S 168 j I 127 CBM I � T`Bt _ rs128 TBi _ _ _ _ _ 1169 I I SCUM BAFFLE B 12e A' ` 3 — [ 1� � — 7 r— — 1�t1 -104, V I TEYPERATURE RATING OF FIELD INSTALLED C[NDMTORS KIST BE AT LEAST 140 DEG. F. z'-tGa" z-72' 2-03, CHAMBER Volume(gal) 1 CIM113T � FW rUXT ECIRCULATION C Sedimentation Chamber 277 ��� 171 1 (60 DEG. C+ )• TERMINAL STRIPS AND GROUND LUG USE COPPER C94DUCTORS ONLY. I AIR LIFT PUMP (2) Anaerobic Filtration Chamber 278 O ISINFECTION C Aerobic Contact Filtration Chamber 127 CYLINDER(OPTIONAL) 647, Clarification Chamber 63 172 CONNECT GROUND LUG IN PANEL TO A SECURE EARTH GROUND 4"INLET PIPE 4"OUTLET PIPE (� Disinfection Chamber 4 131 P , 4 I�Ak 4 — JA Total Volume 749 173 DASHED LINES REPRESENT FIELD Y I R I N'G I 3 132 FIELD WRING SECTION jj SPECIFICATIONS Anaerobic Media PP/PE 133 174 — FFLUENT I C AIR LIFT PUMP Board Type Aerobic Media PVC/PP/PE INLET BAFFL C Aerobic Media PP/PE 0 Blower 2.8 cfm FUJ I CLEAN S I NOLE LINE D I AORAM Tank FRP LOW BAFFLE �3/4",AIR INTAKE Piping PVC/PP/PE RECIRCULATION PIPE (CLEANING OPENING) B Access Covers Plastic/Cast Iron SCALE: NT5 Lu FLOW OPENING(TYP.) Disinfectant(Optional) Chlorine Tablets PLAN VIEW SHOULD 51TE CONDITIONS PREVENT LEACHING POOL TOP 00 24"ACCESS COVER SLABS OR COVERS FROM BEING LOCATED WITHIN THE rJ 20"ACCESS COVER 20"ACCESS COVER 24"ACCESS COVER ISINFECTION (TYP) (TYP) (TYP) CYLINDER(OPTIONAL) SPECIFIED DISTANCES FROM GRADE, "DUMMY' RINGS SHALL LOW OPENING BE UTILIZED TO BRING LEACHING POOLS INTO CONFORMANCE. b12245 2165 �.... 1'-2" CARD TYPE - t -_ — •� q ss.o� i .. CONTACT MEDIA [ " , I V • 1324 _. LU LU— NEW I s7e� — .- �w[ ' 0 BEDROOM SYSTEM b CUTAWAIYWEW DWELLING CONTROL/ALARM (NEMA 4X RATED) POLYLOK 20"0 D-BOX w/ "-- ✓ 1 = .4_ PROJECT: O s•s' ECIRCULATION = SECURITY ORATE (BAFFLE `'r=- 2_' FF EL. 14.0 �� azs� MAC 80RI I 24 cp LOCKING =J 18"� LOCKING EXCEEDS IF INLET PITCH 2'-6" MAX. / PRTNMATERIALZ 17-20 POLYPROPYLENE - -_,..� AIRLIFT PUMP I-O' MIN• PART NO 301p VALENTINE T•• BLOWER AGGESSW R ER I-O MIN. q•-q- 17„ a .� CAPACITY•15 GALLONS w+u nrn,rnm,ra° F ,8+8ioE Ro\ �p1�.uEe s 4-3s 4',ze AGGESSW RISER 2'-b" !MAX. EXCEEDS PER FOOT) caoR•etacN ,wH,�A FM.Ib.,pOpC p Fanac 3 INV. AVG. ORATE EL. = 12.0' 5% MAXIMUM SLOPE 03) EL.=10.q' r. N�RM N0°4X,2 r SEPTIC MIN. 4"4) SDR 35 PVC \MIN. ' i' AEROBIC MEDIA MAX. G.O. ' 2' MAX. :. r..,, ,\. ,r� - nu b,a� UTILITY ------- -- - - AERATION ASSEMBLY CHASE - -- OR E0. MIN PITCH ":I' MIN. 4 SDR 35 PVC. ...' 'I �,. ' 2� OR Q %Ja Y a"E curou E . MIN PITCH •. 1 �._ _IT I ��`� ,e, m u o aec 1 11 � I ' 8 �-` MIN. 4 '9 SDR 35 !r�, � ' I I � ro^�^ SECTION AAVIEW PVC OR Ea. - - - - - - - - - yam, b.� aroc ,Fan�su SECTION B-B VIEW INV. TYP.40PLC8. MIN PITCH ",I' EL.=10.0' - INIV. EL.=q.B' INV. EL.=41.'7' FLOW LINE l i in INV. EL.=q.5' INV. EL.=q.3' i'. ->r.,� �� . I 2.r _r^ yr eoo--C, ;'"� �� .�� 1675 BIRDSEYE RD in til PROVIDE I2" THK. (MINA ,\ ss3m rti �'t c;oa "� ORIENT NY 11957 BED OF SAND OR PEA 2 MIN. DROP - tr s,e a 1 T '��'t a; `,.,1 vl LPOOL(S)HI6 Q U GRAVEL BENEATH (PROVIDE END GAP q-�u , � TYPE LEVELING FRON SIDE NEW , DISTRIBUTION BOX tl - � .- DEVICES AT OUTLETS) DRAWING TITLE: FUJIGLEAN GEMS a o 1 FUJ I OLEAN 0EN5 I/A ONTS DETAIL 245 NITROGEN REDUCTION SYSTEM REPLACE EXIST. SOIL POL`rLOK 20 D I ST. BOX DETAIL WIRING DIAGRAM w/3' GLEAN SAND COLLAR SURROUNDING SYSTEM DETAILS SCALE: NT5 L.P. WHEN EXIST. SAND , ,.:, : ," ., ,... ... :::...... .�r �. � :_ SCALE: NT5 INNOVATIVE 4 ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEM (I/A OWTS) d ORAVEL (SP/SW) �.... I. I/A OWT5 SHALL HAVE A MINIMUM TREATMENT CAPACITY OF 440 GPD (4 BEDROOMS). LAYER NOT PRESENT Q -, SUEEOLK COUNTY HEALTH DEPARTMENT APPROVAL HIGHEST EXPECTED PROPOSED FUJIGLEAN GEN5 PROVIDES 500 GPD TREATMENT CAPACITY (4 BEDROOM MAX. CAPACITY). GftDUND WATER EL.=1.0' f :� H.S. REFERENCE NO.: - -- ---- 2. INSTALL ALL COMPONENTS AS PER MANU. SPECS. ii 6R�UND WATER ENCOUNTERED EL.=0.0 _ - - - - - - - - -. . � .-. �C.,► PAGE: 3. A 10 MIN. DISTANCE BETWEEN THE I/A OWTS AND BUILDING WITH CELLAR/BASEMENT SHALL BE , MAINTAINED, OR 5' MIN. DISTANCE IF BUILDING 15 UPON A SLAB. 4. A V MIN. DISTANCE BETWEEN THE I/A OWTS AND DI57. BOX (WHEN PRESENT) SHALL BE MAINTAINED. 4, �! 1,A AY 2 9 2026 02mOO LEACHING POOLS (5) STOPPER OR SLATE OR OTHER ( s END PLUG SUITABLE COVER L— STOD-ft- Tf:1Sf^CS fND-PLUG I. LEACHING SYSTEM FOR A 0-4 BEDROOM RESIDENCE SHALL PROVIDE 400 FT2 SIDE-WALL AREA DATE: 04/30/26 2 OF 2 (5) &0 x 4' (EFFECTIVE DEPTH) LEACHING FOOLS PROVIDE 300 FT2 51DE-WALL AREA !/) Li 31 Li LJ (2) 5'4) x 4' (EFFECTIVE DEPTH) LEACHING POOL PROPOSED FOR 50% EXPANSION '- I� SEWER PIPE Q 2. LEACHING POOLS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL). Q 7 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 45' ELBOWS 30' ELBOW 4. A V MIN. DISTANCE BETWEEN THE HIGHEST RECORDED GROUNDWATER LEVEL AND BOTTOM OF LEACHING FOOLS SHALL BE MAINTAINED. 5. A 10' MIN. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. 45* ELBOW 60' WYE b. AN 6' MIN. DISTANCE BETWEEN ALL LEACHING FOOLS AND I/A OWTS SHALL BE MAINTAINED. ALTERNATE "A" ALTERNATE 'B" CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE "B" IS FOR USE WITH BLDG. EXTENSION/CONNECTION i PROPOSEID SEPT 1 O S`I'STEM DETAIL - / 5GALE: NT5 OLEAN-OUT DETAIL SCALE: NTS I"EE 425 Montauk Highway "I _ East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management PHOTO SHEET Pamela Valentine 1675 Birdseye Road Orient, NY 11957 SUM No.: 1000-017.00-02.00-001.004 PHOTO 1 —AERIAL FROM ABOVE io ry � T � •vim '•. :1�.`�•. -d l �71 w -�CES 425 Montauk Highway RITTf M .T. ° -^I East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management PHOTO 2— AERIAL (FACING NORTH) ;w. M1s � PHOTO 3—AERIAL (FACING SOUTH) dP 10 • t r a n. .� L 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management PHOTO 4— AERIAL (FACING WEST) E c PHOTO 5 —AERIAL FROM ABOVE �r� x �r+♦ yea ,r �Li � • `* '� ? .y'• y1R.rI � +:�� F.Q. � as ura ✓"' r•� t� '' �• .i r rS i f k i?• y y,F�1��. 1 tr•� yg h t � 1 ��31 - s�� r�,� Y'y�eT�A PlY�•Y? �' •s ',y�.'�s v�< a.Ff ` t}ifa! ir�t � � ` ��°�i.�� s �jtl� 1, J !� ;a6',g5 1 �Rtj . ` ;��'t� ��K' n ••yam �. � 4` r � < ,p w .h R� Oa I1Co o}t:ua 11-0eO8 a v _.i. a t}! 033}t5 et-38t1 a� u-t 4— ISLAND �tt0c�P3 S "26 LD�40 h .e `'�*'� E��",��i`��'�"�\i%�� ��t+�� �� t er. �' „z i - •�_ vv�:v J�� an - zrn s 34l ° .. A�,r .. a a k� i p� s_.r.-�- ro. -^ �• a. m max•. �L as :f x� e�h; %ci'i .9�y H� .Y „ ... — ... COUNTY O LK F$UFFO N s � „nr—ate_ ——— — � ..... ___ �...+. t t• •� R I Pr pe� 1a. 1Ken•, E __ __ _— �. -- ,., � W n n m vn.e• sournotn 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management Town of Southold Board of Trustees ® E �}� 54375 Main Road V P.O. Box 1179 Southold, NY 11971 JUL — 1 2026 Re: Updated Plans Southold Town s; Pamela Valentine Board of Trustees 1675 Birdseye Road Orient, NY 11957 SCTM No.: 1000-017.00-02.00-001.004 Dear Elizabeth, In response to your email correspondence from June 26, 2026,the plans have been revised to point out and clarify the use of the proposed drywells. Stamped plans for the proposed bridge have been dropped off to your attention. Please find the following items enclosed as part of the application: 1. 4x Site plan by AMP Architecture dated 5/13/26 2. 4x Septic plan by AMP Architecture dated 6/29/26 Should you require anything additional, please do not hesitate to reach out. Sincerely, Summer Looney Summer@ColeEnvironmentalServices.com Cole Environmental Services, Inc. www.Co[eEnvironmentalServices.com 'i 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631)369-9445 Wetland Project Management Pamela Valentine 1675 Birdseye Road Orient, NY 11957 SCTM: 1000-017.00-02.00-001.004 Proiect Description Proposed 42.6'x 17' (793 S.F.) 2-story dwelling on piles. Proposed 42.6'x 12' (510 S.F.) rear first-story wood deck with stairs and 373 S.F. irregular rear second-story deck. Proposed 20.5'x 7' (145 S.F.)front wood deck with +/-20 S.F.outdoor shower. I/A sanitary system to be installed. Existing firepit to remain. Proposed well to establish water supply line.Two proposed drywells. Proposed 80'x 12'timber bridge over approximately 473 S.F. of wetlands consisting of five (5) 16' bents supported by a wooden pile substructure with a structural wooden deck. All bridge elements to be constructed of exterior-grade structural timber in accordance with the bridge detail drawings. No.disturbance to occur below the bridge. Proposed approximately 35'x 12'driveway extending from the dwelling to the bridge approach with a 15'x 20'turnaround area,to be constructed of pervious material consisting of medium- compaction RCA or a pervious masonry/stone product. Proposed two (2) approximately 20'x 12' bridge approach areas,grade dependent,to be constructed of medium-compaction pervious RCA. Proposed approximately 140'x 12' private road accessway within the existing 30' right-of-way extending from the terminus of the bridge to Birdseye Road. Existing vegetation within the accessway to be cleared and the roadbed leveled to match existing grade. Accessway to be constructed of medium-compaction pervious RCA. Silt fencing to be established during construction. E C L5 � U E D JUN �I p 2 Southold TOM Board of Trustees www.ColeEnvironmentalServices.com Cantrell, Elizabeth From: Summer Looney <Summer@coleenvironmentalservices.com> Sent: Wednesday,July 1, 2026 3:32 PM To: Cantrell, Elizabeth Cc: Chris Cole; Office; Cole Environmental Services; CES Intern; Hobson,Thomas Subject: RE:Valentine; SCTM# 1000-17-2-1.4 Attachments: Project Description updated 6.30.26 - 1675 Birdseye Rd - Valentine.docx; Project Description updated 6.30.26 - 1675 Birdseye Rd -Valentine.pdf Hi Elizabeth, All requested plans for 1675 Birdseye have been dropped off to your attention. Please see attached the updated project description as well. Let us know if you need anything additional or if you have any questions. Hoping to keep this one on the July agenda if possible. Enjoy the holiday weekend! Thanks, Summer Looney Kindly Reply All Cole Environmental Services, Inc. 425 Montauk Highway East Quogue, NY 11942 631-369-9445 CES Website Facebook Instagram From: Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent:Tuesday,June 30, 2026 10:48 AM To:Summer Looney<Summer@coleenvironmentalservices.com> Cc:Chris Cole<chris@coleenvironmentalservices.com>; Office<office@coleenvironmenta Ise rvices.com>; Cole Environmental Services<info@coleenvironmenta lservices.com>; CES Intern <Intern@coleenvironmentalservices.com>; Hobson,Thomas<thomash@southoldtownny.gov> Subject:Valentine;SCTM#1000-17-2-1.4 Good Moring, Just sending an update regarding this application. The office received the site plans for the bridge, however, none of the other information has been submitted. ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 From:Cantrell, Elizabeth Sent: Friday,June 26, 2026 11:14 AM To: 'Summer Looney'<Summer@coleenvironmentalservices.com>; Hobson,Thomas<thomash@southoldtownny.gov> Cc:Chris Cole <chris@coleenvironmentalservices.com>; Office <office@coleenvironmenta Ise rvices.com>; Cole Environmental Services<info@coleenvironmentalservices.com>; CES Intern <Intern@coleenvironmentalservices.com> Subject: RE:July Public Notice Packets Good Morning, The office began the review of this application and at this time it has been deemed incomplete for the following reasons. 1. Four sets of N.Y.S. Licensed professional stamped plans specifically for the proposed driveway and bridge including dimensions and materials have not been submitted. 2. The depicted drywells do not clarify what they are to be used for,there are no call-outs pointing to them. This needs to be clarified on both SP-101 and SD-1 site plans. 3. The details regarding the driveway are not part of the written project description which is required (size, pervious/impervious, bridge details/dimensions). In order for this application to be considered complete all of the requested must be submitted before end of day July 1st due to the coming holiday. Eliza6eth Cantrell Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631)765-6641 From:Summer Looney<Summer@ coleenvironmentalservices.com> Sent: Friday,June 26, 2026 9:31 AM To: Cantrell, Elizabeth<elizabethc@town.southold.nv.us>; Hobson,Thomas<thomash@southoldtownny.gov> Cc:Chris Cole<chris@coleenvironmentalservices.com>; Office<office@ co lee nvironmenta Ise rvices.com>; Cole Environmental Services<info@coleenvironmentalservices.com>; CES Intern<Intern@coleenvironmentalservices.com> Subject: RE:July Public Notice Packets Thank you Elizabeth, we'll be sure to get back to you ASAP with the requested items. Sorry to bother but is 1675 Birdseye slated for the July 15th agenda? Thanks, Summer Looney Kindly Reply All Cole Environmental Services, Inc. 425 Montauk Highway East Quogue, NY 11942 631-369-9445 CES Website Facebook InstaRram 2 I From: Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Sent:Wednesday,June 24, 2026 9:13 AM To: CES Intern<Intern@coleenvironmentalservices.com>; Hobson,Thomas<thomash@southoldtownny.gov> Cc: Chris Cole<chris@ co lee nvironmenta Ise rvices.com>; Office<office@coleenvironmentalservices.com>;Summer Looney<Summer@coleenvironmenta Iservices.com>; Cole Environmental Services <info@coleenvironmentalservices.com> Subject: RE:July Public Notice Packets Good morning, Regarding your inquiry currently the application for Kappenberg; SCTM#1000-128-2-7 this application has been slated for the July 15, 2026 public hearing date with a site inspection on July 8, 2026. Regarding 4510PECBB LLC this application is currently not complete. Please submit the following as soon as possible in order to be considered for the July agenda. Please note that while some of the requested may be on the site plan, it is not the responsibility of this office to determine dimensions for existing/proposed structures. 1. Four sets of side view elevations for the existing and proposed additions/modifications to the dwelling, including the landward side modifications. 2. As the existing dwelling does not have a Trustees permit, please submit the square footage of the first floor footprint of the dwelling. 3. Please submit either length x width or square footage of all accessory structures off dwelling(deck,side door deck,generator, etc.) as none of them are permitted with this office. 4. Please submit the existing, proposed and total square footage of existing on-grade patio off dwelling. 5. As the bluff/bank stairs/deck/cantilevered platform/aluminum stairs do not have permits with this office, please update the site plan to include dimensions for all of existing and include the structures/dimensions in the written project description. 6. Please submit two photos of the deck on the bulkhead at ground level that shows the area that leads off the deck to the ground/sand in order to determine if this existing/proposed structure will require a variance from Zoning Board of Appeals and a Building Permit. All photos submitted are aerials and are not sufficient for this determination. 7. Please add the width of the proposed gravel path to both the site plan and the written project description. 8. Please list how many evergreens are to be removed and if there is any plans of replanting native hardwoods on the property. The revised written project description can be submitted via email, however,all other items must be submitted as originals. ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631) 765-6641 From: CES Intern <Intern@coleenvironmentalservices.com> Sent:Tuesday,June 23, 2026 4:26 PM To: Hobson,Thomas<thomash@southoidtownny.Rov> Cc: Cantrell, Elizabeth<elizabethc@town.southold.ny.us>; Chris Cole<chris@coleenvironmentalservices.com>; Office <office@coleenvironmentalservices.com>;Summer Looney<Summer@coleenvironmenta lservices.com>; Cole 3 Environmental Services<info@coleenvironmentalservices.com> Subject:July Public Notice Packets Hello, I hope you are having a nice day.We have a few applications currently submitted, and we were wondering if we can expect public notice packets for July anytime soon since I can pick them up as soon as they are available. 1675 Birdseye Road 6050 Peconic Bay Boulevard ...as well as any others we may have submitted that are not listed. Thanks, Jocelyn Kaelin Kindly Reply All Cole Environmental Services, Inc. 425 Montauk Highway East Quogue, NY 11942 631-369-9445 CES Website Facebook Instagram ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 4 YYY 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management Pamela Valentine 1675 Birdseye Road Orient, NY 11957 S CT M: 1000-017.00-02.00-001.004 Project Description Proposed 42.6'x 17' (793 S.F.) 2-story dwelling on piles. Proposed 42.6'x 12' (510 S.F.) rear first-story wood deck with stairs and 373 S.F. irregular rear second-story deck. Proposed 20.5'x 7' (145 S.F.)front wood deck with+/-20 S.F.outdoor shower. I/A sanitary system to be installed. Existing firepit to remain. Proposed well to establish water supply line.Two proposed drywells. Proposed 80'x 12'timber bridge over approximately 473 S.F. of wetlands consisting of five (5) 16' bents supported by a wooden pile substructure with a structural wooden deck. All bridge elements to be constructed of exterior-grade structural timber in accordance with the bridge detail drawings. No disturbance to occur below the bridge. Proposed approximately 35'x 12'driveway extending from the dwelling to the bridge approach with a 15'x 20'turnaround area,to be constructed of pervious material consisting of medium- compaction RCA or a pervious masonry/stone product. Proposed two (2) approximately 20'x 12' bridge approach areas,grade dependent,to be constructed of medium-compaction pervious RCA. Proposed approximately 140'x 12' private road accessway within the existing 30' right-of-way extending from the terminus of the bridge to Birdseye Road. Existing vegetation within the accessway to be cleared and the roadbed leveled to match existing grade. Accessway to be constructed of medium-compaction pervious RCA. Silt fencing to be established during construction. p [ CE � � [ JUN 3 0 2026 Southold Town f5 Board of Trustees www.ColeEnvironmentalServices.com so OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees Cc: Honorable Lori Hulse, Attorney From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: July 13, 2026 Re: LWRP Coastal Consistency Review Valentine, SCTM #1000-1 T-2-1.4 This application is to construct a proposed 42.6' x 17' (793 S.F.) two-story dwelling on piles, a 42.6' x 12' (510 S.F.) rear first-story wood deck with stairs, a 373 S.F. irregular rear second-story deck, a 20.5' x 7' (145 S.F.) front wood deck with a +/- 20 S.F. outdoor shower; an I/A sanitary system to be installed to the west of the dwelling; existing firepit to remain; install a well to establish water supply line; install two drywells; install a 500 gallon buried propane tank; construct an 80' x 12' timber bridge over approximately 473 S.F. of wetlands consisting of five (5) 16' bents supported by a wooden pile substructure with a structural wooden deck; all bridge elements to be constructed of exterior-grade structural timber with no disturbance to occur below the bridge; install an approximately 35' x 12' driveway extending from the dwelling to the bridge approach with a 15' x 20' turnaround area, to be constructed of pervious material consisting of medium-compaction RCA or a pervious masonry/stone product; two (2) approximately 20' x 12' bridge approach areas, grade dependent, to be constructed of medium-compaction pervious RCA; install an approximately 140' x 12' private road accessway within the existing 30' right-of-way extending from the terminus of the bridge to Birdseye Road with existing vegetation within the accessway to be cleared and the roadbed leveled to match existing grade; accessway to be constructed of medium- compaction pervious RCA and silt fencing to be established and maintained during construction. The proposed action has been reviewed to Chapter §268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is INCONSISTENT with the policies of the LWRP as follows: 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. Policy 4 Minimize loss of life, structures, and natural resources from flooding and erosion. 4.1 Minimize losses of human life and structures from flooding and erosion hazards. The following management measures to minimize losses of human life and structures from flooding and erosion hazards are suggested: A. Minimize potential loss and damage by locating development and structures away from flooding and erosion hazards. Policy 6 Protect and restore the quality and function of the Town of Southold ecosystem. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction The proposed action is inconsistent with Policy 1 because it does not preserve open space, make efficient use of infrastructure, or provide a beneficial use of a coastal location, while increasing the adverse effects of development. The only pre-existing structures on the parcel are gravel paths. The proposed action is inconsistent with Policy 4.1A because there are flooding and erosion hazards on the parcel. Directly at the shoreline of the Long Island Sound is the Coastal Erosion Hazard Area. Extending past this CEHA is the FEMA VE flood zone which holds the high coastal risk of flooding and high wave action. Beyond the VE flood zone, where the proposed second story dwelling is proposed is the FEMA AE flood zone, which has a high flood risk. The proposed actions of the proposed residence and proposed sanitary leaching pool are inconsistent with Policy 6.3A which state Town of Southold Trustees jurisdiction and do not comply with wetland setbacks in Town Code Chapter 275-3(D)(1)(a). On a waterfront parcel, residences should be 100ft from the wetland boundary and sanitary leaching pools should be 75ft from a wetland boundary. 2 The proposed installation of an Innovative/Alternative Onsite Wastewater Treatment System (I/A OWTS) is consistent with Policy 5.1.C.3 which calls for the modification of existing sewage treatment facilities that improves nitrogen capacity removal and will reduce nutrient input to adjacent waters. The proposed septic tank is consistent with Policy 6.3A within Trustees jurisdiction and meets the 75ft wetland setback for a septic tank in Town Code Chapter 275-3(D)(1)(a)[4 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. 3 Town Hall Annex Glenn Goldsmith,President A.Nicholas Krupski,Vice President ;,f}�"`r� ��', 54375 Route 25 P.O.Box 1179 Eric Sepenoski 'd ! Southold,New York 11971 Liz Gillooly "j i::; Telephone(631) 765-1892 Elizabeth Peeples {tr' Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Inj Coastal Erosion Permit Application Y X Wetland Permit Application Administrative Permit MAY 2 9 2026 -Amendment/Transfer/Extensio I Received Application: Southold Town Received Fee: $ (I Board of Trustees Completed Application:7)aa Incomplete: _ SEQRA Classification: Type I__ Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): :'FLWRP Consistency Assessment Form Sent: rob _CAC Referral Sent: N Pf Date of Inspection: Receipt of CAC Repo t: N Technical Review:_ Public Hearing Held: Resolution: Owner(s) Legal Name of Property (as shown on Deed): Pamela Valentine Mailing Address: 78 Logan Road, New Canaan, CT 06840 Phone Number: (917)670-6643 Suffolk County Tax Map Number: 1000 - 017.00-02.00-001.004 Property Location: 1675 Birdseye Road, Orient, NY 11957 _ (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Cole Environmental Services Mailing Address: 425 Montauk Hwy, East Quogue, NY 11942 Phone Number: (631) 369-9445 Email: Info@ColeEnvironmentalServices.com t Board of Trustees Appli__-:ion GENERAL DATA Land Area(in square feet): 38,740.5 S.F. (0.89 acres) _ Area Zoning: R-40 Previous use of property: Residential Intended use of property: Residential Covenants and Restrictions on property? Yes No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? Yes _nNo 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 _Z_No If"Yes", please provide copy of decision. WrTis project re any demolition as per Town Code or as determined by the Building Dept.? Yes ✓ No Does the structure(s) on property have a valid Certificate of Occupancy? Yes=No Prior permits/approvals for site improvements: Agency Date Town of Southold Trustees 3/6/92, 1/3/17 ❑ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?_Z_No=Yes If yes, provide explanation: Project Description(use attachments if necessary): Please see attached project description. Board.of Trustees Appli—;ion WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: The purpose of the proposed project is to construct a residence and to provide living space for homeowners. Area of wetlands on lot: 7,426 _square feet Percent coverage of lot: 7.3 % proposed Closest distance between nearest existing structure and upland edge of wetlands: +56 _feet to fire pit Closest distance between nearest proposed structure and upland edge of wetlands: 49.4 feet Does the project involve excavation or filling? ❑ No ✓ Yes If yes, how much material will be excavated?±65 _—cubic yards How much material will be filled? 0 cubic yards Depth of which material will be removed or deposited: 6 feet Proposed slope throughout the area of operations: 5 Manner in which material will be removed or deposited: Typical construction equipment to be 'used. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): There-should be no effect on wetlands. The limit of construction to be contained by silt fencing. � ES Xi 425 Montauk Highway -----= East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management Pamela Valentine 1675 Birdseye Road Orient, NY 11957 SCTM: 1000-017.00-02.00-001.004 Project Description Proposed 42.6'x 17' (793 S.F.) 2-story dwelling on piles. Proposed 42.6'x 12' (510 S.F.) rear first-story wood deck with stairs and 373 square foot irregular rear second-story deck. Proposed 20'5"x 7.0' (145 S.F.)front wood deck with+/-20 square foot outdoor shower. I/A sanitary system to be installed. Existing firepit to remain. Proposed bridge over 473 S.F. of wetlands, no disturbance to occur below. Two proposed drywells. Silt fencing to be established during construction. i www.Colel:nvirorimental5ervices.com 61 Z20 Appendix B Short Environmental Assessment Form Instructions for Completing Part l -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 l -Project and Sponsor Information Name of Action or Project:�~ 1675 Birdseye - New Residence Project Location(describe,and attach a location map): 1675 Birdseye Road, Orient, NY 11957 Brief Description of Proposed Action: Please see attached project description. Name of Applicant or Sponsor: Telephone: 631 369-9445 Cole Environmental Services E-Mail:Info@ColeEnvironmentalServices.com Address:. 425 Montauk Highway City/PO: State: Zip Code: East Quogue NY 11942 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 governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: NYSDEC 3.a.Total acreage of the site of the proposed action? A.89 acres b.Total acreage to be physically disturbed? 0.03 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.89 _acres 4. Che I land us at occur on,adjoining aniL9ar the prop action. Urban Rural(non-agriculture) Industrial Commercial Q✓ Residential(suburban) Forest ❑Agriculture Aquatic QOther(specify):P Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? 7 b.Consistent with the adopted comprehensive plan? I ✓ 6. is the proposed action consistent with the predominant character of the existing built or natural NO ) YES landscape? IEl i ✓ i 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: Requlatola/Tidal Wetlands Area,Coastal Erosion Hazard Area ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ✓ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO _ YES If No,describe method for providing potable water: ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: New- proposed I/A sanitary El to be installed. 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b. Is the proposed action located in an archeological sensitive area? Property is located in Archaeological Buffer Area i- 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? / If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: ��II 473 S.F. of bridge to go over wetlands, no disturbance to occur below. 14. ntify the typic bitat types that occ n,or are likely to be found on tF�e_groject 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, Iisted NO YES by the State or Federal government as threatened or endangered?Bats, Leatherback, Kemp's or Atlantic RidleV,Green Turtle Loggerhead 16.Is the'project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO If Yes, a.Will storm water discharges flow to adjacent properties? WINO DES Wl- b.Will storm water discharges be directed to established conveyance systems ff an m drains)? If Yes,briefly describe: r5O YES Two-o piesl-drnar_ells_to-namcl_e_sfor_mwater. Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO I YES water or other liquids (e.g.retention pond,waste lagoon, dam)? If Yes,explain purpose and size: ❑ ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE n Cole Environmental Services 5/1/26 JJlI Applicant/sponsor name: _ Date: Chris Cole, Signature: ` -- p (1 Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?' No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? ❑ ❑ i 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ ❑ 3. Will the proposed action impair the character or quality of the existing community? ❑ ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ ❑ establishment of a Critical Environmental Area(CEA)? affect existing infrastructure for mass transit, biking g in the existing level of traffic or ❑ El g or walkway? _ u___—_II 5. Will the proposed action result in an adverse change 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate I ❑ ❑ reasonably available energy conservation or renewable energy opportunities? ` f 7. Will the proposed action impact existing: [I ❑ a.public/private water supplies? _ . b.public/private wastewater treatment utilities? ❑ ❑ 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an' increase in the potential for erosion,flooding or drainage ❑ __ problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. Check this box if you have determined,based on Ki information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees _........ Name of Lead Agency .Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer — Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 425 Montauk Highway 1 = -- East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management Pamela Valentine 1675 Birdseye Road Orient, NY 11957 SCTM: 1000-017.00-02.00-001.004 Project Description Proposed 42.6'x 17' (793 S.F.) 2-story dwelling on piles. Proposed 42.6'x 12' (510 S.F.) rear first-story wood deck with stairs and 373 square foot irregular rear second-story deck. Proposed 20'5"x 7.0' (145 S.F.)front wood deck with+/-20 square foot outdoor shower. I/A sanitary system to be installed. Existing firepit to remain. Proposed bridge over 473 S.F. of wetlands, no disturbance to occur below. Two proposed drywells. Silt fencing to be established during construction. www.ColeEnvironrnontc)IServices.com Board of Trustees Appl tion ..AFFIDAVIT Pamela Valentine BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE%SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS, G DAY OF. ___ . 20 _ otary Public Notary Public State of Florida Agniesaka Kiraga My Commission HH 401271 Expires 5/2212027 Board of Trustees Appl tion AUTHORIZATION (Where the applicant is not the owner) Pamela Valentine 017.00-02.00-001.004 owners of the property identified as SCTM# 1000"! ___ in the town of Orient New York,hereby authorizes Cole Environmental Services to act as my agent and handle all necessary work involved with the application process for permit(s)from the Southold Town Board of Trustees for this property: ,,*Property Owner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS,_. _ G DAY OF ;,20j�. _ Notary Public Notary Public State of Florida Agnieszko Kirage tiff My Commission HH 401271 Expires 5/22/2027 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on'the na own`otficers aad etanloyees The nuruoseof this farm is-to provide information which can alert thetown ofposs►ble con11►ct of interest and allow it lake whatever act►an►s necesary""to avoid same: Pamela Valentine YOUR NAME: ,. - (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,paint,ar ch►Id)have,a relationship,witlr any'ofiiccr,or employee of the Town of Southold? "Relationship"includes-by blood,iij iage,.or"business-interest' usiness interest""means a business, including a'partnership,in which the town•officec orcmployee>as even°a partial ownership of jor employment by)a corporation in which the town.offieer:oremployed.owns'more;than 5%of the shares. YES NO — If you answered"YES",complete the balance of this form and date and sign where indicated, Name of person employed by the Town of Southold, Title or position of that person- Descrtb'e'the reiationship`bctween'yourself(the applicant/agent/representative)and the town officer or employee.Either check the apptopriaie line A)through D)atW?br descnbe.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 die 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), Cj;an officer,director,partner,or employee.of lie applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of 20Z Signature Print Name-�,gA�1�. Vit,1 Gr►etele" Form TS 1 APPLICANT/AGENT/REPRESENT'ATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and emvlovees.The purvose of this form is to provide information which can alert the town of possible conflicts of interest end allow it to take whatever-action is necessary to avoid same. /� YOURNAME: _ eble , Qhri54Phr, C. (Last name,first name,jriddle initial,unless you are applying in the name of someone else or other entity,.such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning _ Other (if"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent;or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employce 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 F1 NO FRI 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 br 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,of child is(check all that apply): 12A)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 /3 day of AA20 2ro Signature _ Print Name kq;s �pphe_eiC. e Fonn TS 1 ;oard of Trustees Applica', h PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of 720 Notary Public Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS L� 4$'IOC.Y7-D11.00-02•00-001.Q3�1 APPLICATION NAME & SCTM#: UP76 J 5 L NAME: ADDRESS: STATE OF NEW YORK COUNTY OF SUFFOLK i f� a�11�CA('li,'1 residing at , being duly sworn, deposes and says that on the K _ day of ;LIW , 20,;Z(g , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at EU`�t Qucxput- , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. v�. .�- Sign ture Sworn to Pef re me this �� Day Of 20 ALISON A FAY NOTARY PUBLIC,STATE OF NE K Registration No.01FA6415288 12-1 Qualified in Suffolk Count> My Commission F'xtiires /9 Notaryrt Lr) Lr) U') r C3 0 M I'Y r U Certified Mail Fee rq Certified Mail Fee Lr) $ Ln $ Extra Services&Fees(CMCKDOX,a opy) C-3 E]Return Receipt(hardo -r Extra Services&Fee (check box,add fee P te) 0 Receipt(liar copy) : , if Return Receipt(electronic) Postmi Return Receipt([is $ f: C3 Ej Certified Mail Restricted Delivery Here 0� n Return Receipt(electronic) $ i rII- []Adult Signature Required $ cn C3 Certified Mail Restricted Delivery $ Postmark IIJI r\- I Here tricted Delivery Adult Signature Required $ C" Ln E]Adult Signature Res $ ru El Adult Signature Restricted Delivery$ I-C Postage U1 tage 171 C3 rq 2 0 -T Dow Barbara B Revo� r-ust___,,, Joseph& Leslie Lave&ch 90 Hollister Way S Er ................... 908 Birdseye Road 1:0 Er Ln GlastonbUry, CT 06033 ........ CO PO Box 600 -------------- Ir M Er Orient, NY 11957 ...... Ln n-i C3 U-) P- LO ci 1-1 1;' 7, 7 7 rq ertified Mail Fee f --417 p Certified Mail Fee rq Lin $ Ln $ —0 If in E— xtra Services Fees(check box,add fee a'! Extra Services&Fees(cheCkbOX,a - a S.al?Pfpp`�)te P t R r-0- c "', M El Return Receipt(hardcopy) $ C3 M Return Receipt(hardcopy) 171 Return Receipt(electronic) $ 'j.: 0 ff m 171 Return Receipt(electronic) Po tr�prk/ C:3 0 Certified Mail Restricted Delivery $ �il Postmark 0 Me re C3 E]Certified Mail Restricted Delivery $ F�Adult Signature Requi d $ ("y') ru El Adult Signature Restricreted Delivery$ E]Adult Signature Required $ Lr) E]Adult Signature Restricted Delivery$ Hostage U-) Postage C3 rm-3 17=1 C3 I t m ela Valentine&William Matas�sor C3 n 6 rwellen Prp Prtnrs C/o John Josephson _ 211 Central Park W#9k ------------- cr, 78 Logan Road Ir CO ------------- 'a U-) New Canaan,CT 06840 Ln New York, NY 10024 .......... ------- 0- Glenn Goldsmith, President � g�FfOt Town Hall Annex A.Nicholas Krupski,Vice President y�;�� OG�� � 54375 Route 25 Eric Sepenoski z , P.O. Box 1179 Liz Gillooly p ® 1.""�' Southold,NY 11971 Joseph Finora t,�'dlpl 'ei Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of PAMELA VALENTINE COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED IN PLACE FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE- COMPLETE THIS FORM ON EIGHTH DAY OR LATER residing at/dba ��S- TuC�2 -s -M-AOQ being duly sworn, depose and say: That on the l� day of -JAO , 2090, 1 personally posted the property known as 1CP7 5 birds te' &A OQnt, `1 Ocyl by placing the Boa d of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday, July 15, 2026. Dated: (signat re) f Sworn toore me this n�� ALISON A FAY / day f .2 NOTARY PUBLIC,STATE 0 N RK Registration No.0 FA 15288 Qualified in Suffolk County-- My Com.nisaic,n)�xpir�� / N tibli Glenn Goldsmith, President *OF S®��� Town Hall Annex Nicholas Krupski,Vice President �O� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly esa Joseph Finora Telephone(631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD AN IN-PERSON PUBLIC HEARING FOR THIS PROPOSED PROJECT TO BE HELD ON WEDNESDAY, JULY 15, 2026 AT OR ABOUT 5:30P.M. IN THE PECONIC COMMUNITY CENTER AUDITORIUM LOCATED AT 1170 PECONIC LANE, PECONIC PROJECT DESCRIPTION FOR: Cole Environmental Services on behalf of Pamela Valentine LOCATED: 1675 Birds Eye Road, Orient SCTM# 1000-17-2-1.4 For a Wetland Permit to construct a proposed 42.6' x 17' (793 S.F.) two-story dwelling on piles, a 42.6' x 12' (510 S.F.) rear first-story wood deck with stairs, a 373 S.F. irregular rear second-story deck, a 20.5' x 7' (145 S.F.) front wood deck with a +/- 20 S.F. outdoor shower; an I/A sanitary system to be installed to the west of the dwelling; existing firepit to remain; install a well to establish water supply line; install two drywells; install a 500 gallon buried propane tank; construct an 80' x 12' timber bridge over approximately 473 S.F. of wetlands consisting of five (5) 16' bents supported by a wooden pile substructure with a structural wooden deck; all bridge elements to be constructed of exterior-grade structural timber with no disturbance to occur below the bridge; install an approximately 35' x 12' driveway extending from the dwelling to the bridge approach with a 15' x 20' turnaround area, to be constructed of pervious material consisting of medium-compaction RCA or a pervious masonry/stone product; two (2) approximately 20' x 12' bridge approach areas, grade dependent, to be constructed of medium-compaction pervious RCA; install an approximately 140' x 12" private road accessway within the existing 30' right-of-way extending from the terminus of the bridge to Birdseye Road with existing vegetation within the accessway to be cleared and the roadbed leveled to match existing grade; accessway to be constructed of medium-compaction pervious RCA and silt fencing to be established and maintained during construction. ,NUTILt UF Ht: AKING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Peconic Community Center Auditorium, 1170 Peconic Lane, Peconic, New York, concerning this property. OWNER(S) OF RECORD: PAMELA VALENTINE - SUBJECT OF PUBLIC HEARING: Please see attached Project Description Page posted with this notice. TIME & DATE OF PUBLIC HEARING: Wednesday, July 15, 2026 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which - are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES *TOWN OF SOUTHOLD * (631) 765-1892 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. C B. DESCRIPTION OF SITE AND PROPOSED.ACTION SCTM# loon _017.00-02.00.001.004 PROJECT NAME 1675 Birdseye-New Residence The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑✓ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity,agency regulation,land transaction) ❑ i (b) 'Financial assistance(e.g.grant,loan,subsidy) i (c) Permit,approval,license,certification: Fv j Nature and extent of action: Please!see attached project description Location of action: 1675 Birdseye Road,Orient,NY 11957 Site acreage: 0.89 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: Cole Environmental Services on behalf of Pamela Valentine (b) Mailing address: 425 Montauk Hwy, East Quogue, NY 11942 (c) Telephone number: (631)369-9445 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No❑✓ If yes,which state.or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ✓❑Yes ❑ No ❑ Not Applicable Proposed construction is in keeping with the character of the community and minimizes adverse effects of development. A minimal footprint is proposed which maximizes distance to the wetlands to the greatest extent possible. 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 Size of proposed residence has been minimized to the maximum extent possible with minimal excavation for the septic system to preserve historic and archaeological resources. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes ❑ No ❑ Not Applicable A minimal dwelling footprint is proposed to limit clearing and protect scenic resources. Proposed structures maximize distance to the wetlands to the greatest extent possible. 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 Dwelling is elevated and distance to the wetlands has been maximized to the greatest extent possible. Attach additional sheets if necessary "— Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section HI —Policies Pages 16 through 21 for evaluation criteria 0 Yes ❑ No ❑Not Applicable New I/A sanitary system is proposed to protect and improve water quality and distance to the wetlands has been maximized to the greatest extent possible. 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 New I/A sanitary system is proposed to protect and improve water quality.No disturbance to occur to area of wetlands below proposed bridge to minimize impacts to the ecosystems. Attach additional,sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑No❑✓ Not Applicable Attach additional'sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No ❑✓ Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye❑ No❑✓ Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No ✓❑ Not Applicable Attach additional sheets if necessary _M Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No ✓❑ Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No ✓❑ Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable Agent, PREPARED BY Chris Cole TITLE Cole Environmental services DATE 5/1/26 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management Pamela Valentine 1675 Birdseye Road Orient, NY 11957 SCTM: 1000-017.00-02.00-001.004 Project Description Proposed 42.6' x 17' (793 S.F.) 2-story dwelling on piles. Proposed 42.6'x 12' (510 S.F.) rear first-story wood deck with stairs and 373 square foot irregular rear second-story deck. Proposed 20'5"x 7.0' (145 S.F.)front wood deck with+/-20 square foot outdoor shower. I/A sanitary system to be installed. Existing firepit to remain. Proposed bridge over 473 S.F. of wetlands, no disturbance to occur below. Two proposed drywells. Silt fencing to be established during construction. wwvAt,(:oleEnviroiiment�il5ervices.com r 425 Montauk Highway -- East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management Town of Southold Board of Trustees 54375 Main Road P.O. Box 1179 Southold, NY 11971 Re:Wetland Permit Application Pamela Valentine 1675 Birdseye Road Orient, NY 11957 SCTM No.: 1000-017.00-02.00-001.004 To Whom It May Concern, Our client is seeking to build a new residence at 1675 Birdseye Road in Orient. Please find the following items enclosed as part of the application: 1. Check#003645 made payable to the Town of Southold for the remaining application fee of $1,100.00 2. 4x Affidavit,Authorization, &Applicant Transactional Disclosure Form (1 orginal, 3 copies) 3. 4x Agent Transactional Disclosure Form (1 orginal, 3 copies) 4. 4x Application with attached Project Description 5. 4x SEAF with attached Project Description 6. 4x LWRP with attached Project Description 7. 4x Survey by Kenneth M.Woychuk Land Surveying revised 6/19/25 8. 4x Site plan by AMP Architecture dated 5/13/26 9. 4x Septic plan by AMP Architecture dated 4/30/26 10. 4x Photo Sheet Should you require anything additional, please do not hesitate to reach out. Sincerely, Summer Looney DE C E - V I Ir7�a r��Goirwii �tir��:���r. sr'�tr.`v`' <'.�` Cole Environmental Services, Inc. MAY 2 9 2026 GDOold Town W\N$/V �gleE ivirirrii ientalServices.col7i BOW of Trustees