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HomeMy WebLinkAbout1000-87.-5-25 OFFICE LOCATION: ®� so MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 ,� Telephone: 631765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry., AICP LWRP Coordinator Date: June 6, 2022 Re: LWRP Coastal Consistency Review for CHARLES SALICE & CAMILLE PASSARO SCTM# 1000-87-5-25 Ural Talgat on behalf of CHARLES SALICE & CAMILLE PASSARO requests a Wetland Permit to dredge an artificial canal for recreational boating access consisting of dredging an approximately 300' x 50' x 2' area within the canal; approximately 1,200 cubic yards of dredge spoils to be' removed from canal and place the dredge spoils in waterside yard; install silt curtains along canal where it is to be dredged; grade out spoils and install landscaping and lawn; construct a 4'x150 linear foot long timber catwalk using 60% open-grate decking; a 3'x25' ramp; and a 6'x20' floating dock situated in an "I" configuration and secured by two (2) pilings; two additional dolphin piles installed beyond seaward end of dock; improve a 5'x135' (675sq.ft.) pathway to canal with approximately 120 cubic yards of gravel bed; construct a 215sq.ft. front entrance with 5.5' wide stairs to ground; and install 5.5'x20' (110sq.ft.) rear yard stairs. Located: 9326 Main Bayview Road, Southold. SCTM# 1000-87-5-25 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 Policy Standards and therefore is INCONSISTENT with the LWRP. The proposed action may not be permissible in Corey Creek pursuant to Chapter 275 Operation Standards regarding dredging. 1. Dredging. (a) Creeks. [1] Only maintenance dredging (as defined in § 275-2) is permitted unless the applicant owns underwater land or the applicant is requesting permission to dredge in connection with the installation of low-sill bulkheads. All maintenance dredging permits shall be valid for a period no greater than 10 years. [Amended 12-18-2007 by L.L. No. 23-2007] Historic aerials show that the area was dredged in 1962, however, over time, the area has naturalizedinto a high-quality saltmarsh wetland system with all expected functions and values. 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'i,� :��• his.: R�'•�'b•eh.;ti:� -",ii:'�'u ,•, `_•?�:. -- .�S.r �.hlG�,.�h'-�:�^',�,T�`X.t�_a •t'�T•" ��/'`;�%!r i'C,'i' - ,'},y�y�� ' c�il'�� ?1��'G�' .^1Nt,'�✓. -�•�'_.kn- - '• 'n" "J'�''`'•'�"' :.',: 4h �tr_, ;r'C; 'f'-� -•fsrx,�, i 'i�^: - %;✓.. ;• r' ,.t, `a` •`\,.,. e4,atx +:�,.j:.::..,;c°''��yy33 WTI, %r;;;i'•: tYr�':. ,�r),F ;3';a, "t':�. •`c'``"�-,.^ :.,�;,� 4�`�•...,_ w1y �e.�lr(7,r�. �itr •�w '=�=�:�rr ..;'..f�y���.` EW!. '.t,'.' ;.�-' '�'�. - +� .,k"� - .'i '�:tS•„^.`rf•.f�' L"Ae Y��.. '.d..,.�+ .. r'uig ,1, `l'"'-'' rr..«•Cytfata-Aas' - '�;':'!"�.:a :�, r� • ,- f -'' y ••- �"''- �' � '..G:, a '•`��U�I C-moo 5 6d6H6EAsshSfA,.IDiu1 Y"i1LFr C•.F' ' `•.•• '�� •%J•`=2_ Recent Aerial Corey Creek is a marine wetland of high ecological value. It is a an NYSDOS Significant Fish and Wildlife Habitat Area, NYSDEC Critical Environmental Area and within the Peconic Estuary. NYSDOS IMPACT ASSESSMENT: Any activity that would substantially degrade the water quality in Corey Creek would adversely affect the biological productivity of this area. All species of fish and wildlife would be affected by water pollution such as chemical contamination (including food chain effects resulting from bioaccumulation), oil spills, excessive turbidity, stormwater runoff, and waste disposal. It is essential that water quality be maintained in the area to protect the bay scallop fishery. The Town of Southold recommends that the use of sprinklers and lawn chemicals be minimized or prohibited on creek waterfront property. Alterations of tidal patterns in Corey Creek(e.g., by modifying the inlet) would have major impacts on the fish and wildlife species present. Dredging in the creek should be scheduled from September 15 through December 15 to minimize potential impacts on aquatic organisms and to allow for dredged material disposal when wildlife populations are least sensitive to disturbance. Dredged material disposal that alters the creek inlet or tidal flow would negatively impact the habitat value of this site. Barriers to fish migration, whether physical or chemical, would have a major impact on the fisheries of Corey Creek. Restoration of fisheries habitat through removal of such barriers, or other means, should be considered for Corey Creek. Elimination of salt marsh and intertidal areas, through dredging, loss of tidal connection, excavation or filling, would result in a direct loss of habitat area. Construction of shoreline structures such as docks, piers, bulkheads or revetments, in areas not previously disturbed by development (e.g., natural beach or salt marsh) may result in a loss of productive areas which support the fish and wildlife resources of Corey Creek. Alternative strategies for the protection of shoreline property should be examined, including innovative, vegetation-based approaches. Control.of invasive nuisance plant species, through a variety of means, may improve fish and wildlife species use of the area and enhance overall wetland values. Unrestricted use of motorized vessels including personal watercraft in the protected, shallow waters of bays, harbors, and tidal creeks can have adverse effects on aquatic vegetation and fish and wildlife populations. Use of motorized vessels should be controlled(e.g., no wake zones, speed zones, zones of exclusion) in and adjacent to shallow waters and vegetated wetlands. It is recommended that the Board assess the soil composition of the dredge spoil and the appropriateness of use of it to raise the elevation of the property. The catwalk and dock (ramp and float) are recommended as Inconsistent with Policy 6 of the LWRP. Chapter 275. Wetlands and Shoreline Article II. Permits § 275-11. Construction and operation standards for docks have not been met. The construction of the 150' catwalk would result in a net loss of tidal wetlands and habitat. Note that the 50' wide non-disturbance buffer was required under Wetland Permit 5980. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney Town®f Southold RECEIVED IJWRP CONSISTENCY ASSESSMENT FORM FUN A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, SME, r 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 s!viniflemt beneficial and adverse of-ec-ts upon the coastal area(which includes all of Southold Toivn). 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, listita�,- both supportinL, and non- supportin(_Y facts. If an ac"on cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertalten. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE ANIS PROPOSED ACTION SCTAW 87 - 05 - 25 PROJECT NAME Passaro Salice 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) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: ❑ Nature and extent of action: Dredge an artificial canal for recreational boating access, construct a timber catwalk to ramp and floating dock, improve pathway from home to canal, add front entrance and rear yard—stairs—, place dredge spoil in rear yar , and grade for landscape p a—Mings and lawn for an existing_single-family-residence P Location of action: 9326 Main Bayview Road, Southold, NY Site acreage: 34 Present land use:__residential Present zoning classification: AC 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: Charles Salice and Camille Passero (b) Mailing address: 9326 Main Bayview Road, Southold, NY 11971 (c) Telephone number: Area Code( ) (Pas�aLQ)212-725-9086 (Salice) 323-333-3404 (d) Application number,if any: Nl❑ Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes 29 No❑ If yes, which state or federal agency? NYS DEC 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 f:'CAST POLICY Policy 1.. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, snakes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LVVRP Section III—Policies; Page 2 for evaluation criteria. 0 Yes ❑ No [:] Not Applicable This is a residential property seeking safe navigation access to open waters for recreation, and is compatible for both location and intended use. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the 'Down of Southold. See LMW Section M—Policies Pages 3 through 6 for evaluation criteria 11 Yes ❑ No 1XI Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III–Policies Pages b through 7 for evaluation criteria ❑X Yes ❑ No ❑ Not Applicable The proposed dock and float have been minimized to the extent rpracticable and will not be visible for neighhors or boaters on Corey Creek because the do k — is set hack from the CreF-k, No other changes-IoAhematumWandsj )posefi so this makes the project compatible Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LVMP Section III–Policies Pages S through 16 for evaluation criteria ❑ Yes ❑ No N Not Applicable Attach additional sheets if necessary Policy S. Protect and iinnprove eater quality and supply in the Town of.Southold. See LNVRP Section M –Policies Pages 16 through 21 for evaluation criteria 17 Yes ❑ No E Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Towyn of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LVVRP Section III–Policies; Pages.22 through 32 for evaluation criteria. ❑ ❑ Yes X Yes No Not Applicable This project adheres to the guidance from NYS DEC and US Army Corps and minimizes to the maximum extent practicable the potential impacts on the ecology o e si e. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See L Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No 0 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 L Section III—Policies Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No U 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 Sections III—Policies; Pages 38 through 46 for evaluation criteria. Ye❑ No® Not Applicable Attach additional sheets if necessary WOREI TG COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent arses in suitable locations. See LWRP Section M—Policies; Pages 47 through 56 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable The proposed dock and float have been minimized to the extent practible and will not be visible for neighbors or boaters on Corey Creek because the dock is set back from the Creek No other changes to the natural landsCa�are�osed so this makes the —project compatible v Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in bong Island Sound, the Peconic Estuary and Town waters. See LVVRP Section M—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 L'V tW Section M—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ff] Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LVVRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY Ural Talgat TITLE Architect DATE 4/14/22 Salice-Passaro Residence Southold Photo Key November 2020 1 a f A a � I JJ a a A a .l bS .4,•ST i a a % a Y A _ l Salice-Passaro Residence Southold '`` Photo 1 November 2020 . IL 16 ;4 - �+y .. �., Salice-Passaro Residence Southold Photo 2 November 2020 �• _ p,. 4 . • ••sem=. :: ! ��'• �gg� Orr N. i {{.�•,,,, S �• i�' t 1 Y 6 ��TTT��h^-.�:�re�, a� �+7f'�• v _�;^-y ,����('�� 11. r ✓...i��r' -�� E��, � f 1•i' •-�+�_ � r•f}� ,fir ��r� f+�,,r .� ��• - � •� 1r ..ted a �- �r� Ati t r ` '' ► Salice-Passaro Residence , { Southold Photo 3 � L F November 2020 14 r. 'It . is rt.e,,.�.-• Kz f _' ` f f� • � • 1 jam.•-Y-�} i �ti w 1 t• ' jam. !� iZ 4 ate .` _y. ,.,,` " . t ���♦� .t •y e�d ~i/ {• ` � �� r '�-yam• ' L i � w� Salice-Passaro Residence Southold Photo 4 November 2020 .w, I OL ell F V h y Y y � � r �VI .. Ill �}� .• •`Tr• +f L• •t ` •Y t L Y 1 - , It oeas.aa] oao a �„` 3 4se s ,.MAIIy y 0 ,x 'r�'�?x, e,e"�`T'3�r. \x:,;,•,ry \ ,.o BgYVIEW s n:i-03 ,eurery i E K \mg 7 �.-•s + %,s a +a "+}?'t 5 :; "' �~ � a ox J ams � 1•, 15t1q �Eor U1Ti10 0 \ r '---- � - eN9 Y� &S ` 1_ eyr ,� 1 � ,. �ay7� °� f� ronAuwrs 1 'zA(n Po ` ,x 03 IDB p3e}aa B O ;_;» v, 9`Y ♦`�k�y39 Rj,e, •�_ �{ 9." y�."p •�y. )'� aEE aEG Oa]0 > z4 ' a3. x xiU THE DOVE AT EOIITNMD 5 3�a e ^' E ,W �y�� TONN OF EOUiROLD f � '�'yN£ � •,,,� eeA t 4APU�4 -4'rJ ea 4.y1 J k ?I 1 WW -, .. '� s ° '��fem/,�`'' °r(a.:s,. i".ey�.,q 4 �;t• tp. W lNK'1 21 fW i .'s+ 1 � A M* QP se a�N 7ro 34NnTx W 1T ,.�.'.. wi� �� 1,, •r 32A' N 'f 3N) v,`• AI..IW+F }� ry e 216 x n � t mf DmRfcr FD 28 L D 43 ,v � •5 a<� � Wn � . 121 ..m r- 1 DOLNTYOF-OLK r•. ]ovm of sournoln r ... a i Mia t i ui 4. E ,.`.sme:'"' COUNT O LK© Rotice °" ,a...t fooW sEcnat u� �,,. „w Y F SUFFOLK E ,a E wet — ••�,,,r �—.-- -- — ....m „�c Rel} TIax, e.�Ke wwray.,.�.,LreuvKea sue oa Y �...r� ..,..— O w x t I Da'r W • E warp El]tCVOi„fv FCrsicN oa lHE SOVT110LD „ ,..�� M 087 r; SL•xAe COxn Ax Yv69m161ED � woiF SOUTHVIEW CUSTOM HOMES TWO Inc. •� (abev`7 / wLEFFERTSO/F P.EDSON WO/F '�' / MARY KIRSCH $/ Wo/F % °By*+•�O° . R.L.HAMt-1EL o NYSDEC "EXISTING" LOT COVERAGE TABLE j / 51TE AREA TOTALt 145,415.9 sf EDGE OF WETLANDS ADJACENT AREA TO TIDAL WETLAND BOUNDARY(AS AS FLAGGED BY Dr. / FLAGGED BY Dr.RON ABRAMS OF DRU A-95OCIATE5 RON ABRAMS OF DRU / /gs°/ ON APRIL 6,2021): 60,06-1A sf ADJACENT AREA A550CIATES ON APRIL 6,2021 j - / AREA GALGULATIONS FOR SITE AREA STRUGIURES PROPOSED PERCENTAGE HOUSE: 2,1'70 sf 3.61% DECK AND STAIRS: 1,56-1 sf 221% PROPOSED NEW /\ - POOL: 379 sf 0.63% ENTRY DECK \N / EDGE OF WETLANDS TOTAL: 3,916 sf 651% AS FLAGGED BY Dr. "ADJACENT AREA TO TIDAL WETLANDS BOUNDARY LIMIT OF 50' NON-FERTILI W. RON ABRAMS OF DRU ATION ^y. �� o\ ASSOCIATESAPRIL 6, ON NYSDEC)° NON-DISTURBANCE OFFER EDGE OF CLEARING EDGE OF CLEARING NYSDEC "PROPOSED" / ' •\ � ' /`,` PROPOSED AREA OF DREDGED SPOILS /� LOT COVERAGE TABLE -SEE DRAWING 100 GUBIG YARDS,PROPOSED NEW I / �� I SITE AREA TOTAL: 146,416.9 sP FILL FROM DREDGE SPOILS 2� \ +'+.b, '� "4' ° FLAGGED BY Dr RON ADJACENT AREA TO1ABRAMS OF DRU A550G A(AS TES DAL EXISTING STAIRS q1 AND LANDING +' •�' za ON APRIL 6,2021): 60,06'1.9 sf ADJACENT AREA / ,. 'bks � v EXITING DRIVEWAY j •\`�Qom•' ® EXISTI UNDERGROUND WATER LINE AREA CALCULATIONS FOR SITE AREA STRUCTURES PROPOSED PERCENTAGE n PROPO D NEW 5TAIR5 FROM HOUSE: 2,1'70 sP 3.61% EDGE OF WETLANDS PROPOS D NEW ENTRY DECK TO GRADE DECK AND STAIRS: 1,367 sf 227% AS FLAGGED BY Dr. / fi POOL: 379 sf Ob3% RON ABRAMS OF DRU . e u"�; �' PROPOSED ENTRY ASSOCIATES ON X`�c4 EXISTING CON RETE WALL DECK 4 STAIRS: 214 sf 0.55% APRIL 6,2021 - . ''/\�/ EXISTING SANITARY SYSTEM PROPOSED STAIRS EXISTING RID ESEN¢E TO REMAIN WITH FROM Pool DECK: 96 sf 0,15% SEE SITE - I - j y C, NEW INTERIOR REN VATIONS TOTAL: 4 26 sf '7.0I% ENLARGEMENT / � . f!!' ` EXISTING DECK AND POL TO REMAIN -ADJACENT AREA TO TIDAL WETLANDS BOUNDARY SHEET #7 / - - - - �` PROPOSED NEW STAIRS FfOM EXISTING (NYSDEC)" DECK TO GRADE PROPOSED AREA OF DREDGED SPOILS-SEE DRAWING#6, 1,200 CUBIC YARDS,PROPOS D NEW FILL FROM DREDGE SPOILS WO/F R SITE DATA - 20' IGHT OF WAY SOUTHVIEW CUSTOM / - - EDGE OF CLEARING HOMES TWO Inc. LIMIT OF 50' NON-FERTILIZATION SEE SITE SCTM# 1000-87-05-25 _ - - NON-DISTURBANCE BUFFER ENLARGEMENT RTY: 9326 MAIN BAYVIEW RD OVERGROWN PATH c,�}-fEET• #2 + \\gA ADDRESS SOUTHOLD NEW ORK11971 SILT CURTAINS ALONG \ FIVE FOOT WIDE GRAVEL PATH D E C E I S CANAL WHERE IT IS To ' �� ,} I OUTSIDE WETLAND OWNER: CHARLES A SALICE f7 CAMILLE PASSARO BE DREDGED / E GE OF WETLANDS AS FLAGGED BY Dr.RON SITE: 148,418.19 SQ.FT. =3.407 ACRES PROPOSED NEW 25 FT x - BRAMS OF DRU ASSOCIATES ON APRIL 6,2021 3 FT RAMP TO ',�' / CC TRUCT 150 LF X 4 FT CATWALK ZONING: AC 6 FT X 20 FT FLOAT WIT DOLPHIN PILES WITH 60%OPEN GRATE DECKING WITH A P R 5 2022 25 FT x 3 FT RAMP To 6 FT X 20 FT SURVEYOR: Nathan Taft Corwin 111 MAINTENANCE DREDGE PLO R,T WITH DOLPHIN PILES UPLAND 15 Box in MAI FT X C FTX 2 FT - 1586 Main Road 15,000 sf(AVE)CHANNEL s-1' t APPARENT LOW WATER MARK=0.0' James ort,New York 11947 -- 3' LICENSE#50467 YIELD 1,200 GYDS - _ '—'/�i�- _______J Southold Town DATED:AUGUST 9,2020 MATERIAL RELSED FOR - - __-_ APPARENT HIGH WATER MARK=2.6' Revised April 13,2021,locate wetlands LANDSCAPE ON-BITE - yi -__*:.,`�-: j% s .•`, _ Baard of Tfustees SURVEYOR: Heideker Land Surveying _ __ / DREDGED IN-WATER _ /� �� ---=--- '� G� NEW BOTTOM I '�/ -% k -_ /'` /• EDGE OF WETLANDS AS FLAGGED BY Dr.RON CONTOUR-2 -f ,y j/� ABRAMS OF DRU A550GIATE5 ON APRIL 6,2021 DREDGED / -B NEN BOTTOM , ,-i. = -_- 7T -� PASSARO SALICE CONTOUR-3 "; - ENLARGEMENT RESIDENCE _= T SITE SECTION'AA' APPARENT HIGH WATER MARK=2.6' _ i' rV_ � ,� SILT)Zl1RT 5 - SHEET #3 APPARENT MARK - I ' ___y /-WHl`� 15 TO BE I R.L HAMMEL SITE PLAN =0.0' AN W,2 6. -j= / _j; - SEE SITE SOUTHOLD, NEW YORK l---J- _ DATE:December 3,2020 /,_f _ •; /- SCALE:1"=50'-0" Revised:June 1,2021 ALW- '�J•'' �� !!!/" - / ENLARGEMENT Revised:September 20,2021 .0' �+ q i ==f i Revised:January 13,2022 �°.•�. - __-+ r 8 ++ SITE 5E TION'B� SHEET #4 URAL TALGAT 0 50 150 350 ARCHITECT 1 SILT CURTAINS ALONG -,( �• DREDGED NEW BOTTOM CONTOUR-2 436 7th STREET CANAL WHERE IT IS TO� � _`�� I 631 477.8963 � z,rzg• ' GREENPORT,NEW YORK 11944 BE DREDGED COREY C EK DREDGED NEW BOTTOM CONTOUR-S } bo EDGE OF AETLANDS AS FLAGGED BY Dr. RON ABRAMS OF DPIJ '747 1 ol ASSOCIATES ON APRIL(2,2021 Q� \ o fs. 0pF LIMIT OF 50' OF N-FERTILIZATION PROPOSED EDGE CLEARING ON-D I STURE3AN(fE NEN ENTRYDECK EDGE OF BUFFER CLEARING �a / EXISTING DRIVEWAY ALL m0 62, -10 41 1%L EXISTING a-1y2 STORY FRA ST EXISTING DRIVEWAY EXISTING STAIRS HOU5E ON PILES 0 alr AII, AND LANDING 0 "�—EDSE OF WETLANDS PROPOSED NEA AS FLAGGED BY Dr. p p STAIRS FROM RON ABRAMS OF DRU PROPOSED NEA ENTRY ASSOCIATES ON ry c5 DECK TO GRADE APRIL 6,2021 0 EXISTING , EXISTING CONCRETE WALL Ell POOL EP6E OF WETLANDSEXISTIN&SANITARY SYSTEM 1, "" AS FLAGGED BY Dr. ` EXISTING RON ABRAMS OF DRU PECK ASSOCIATES ON APRIL 1.11-1011 proposed 6,2021 EXISTING RE51DENCIE TO REMAIN EXISTING DECK AND POOL To REMAIN H=—t PROPOSED NEW STAIRS FROM EXISTING DECK To GRADE I Alf EDGE OF AETLAN015 AS FLAGGED BY Dr. EDGE OF CLEARING A P 2022 RON ABRAMS OF DRU TIDAL WETLANDS ASSOCIATES ON APRIL ,2021 ( SITE PLAN 5 ENLARGMENT wrt) LIMIT OF 50' RESIDENCE Board ofTrustees NON-FERTILIZATION SCALE:1116"=1•-0" NON-D I STURE3ANCE AlL iL BUFFER - 0 10 20 30 40 so PASSARO SALICE RESIDENCE SOUTHOLD. NEW YORK DATE:December 3,2020 Revised:June 1,2021 Revised:January 13,2021 URAL TALGAT ARCHITECT 436 7th STREET GREENPORT,NEW YORK 11944 (631)477-8963 2 EDGE OF WETLAND5 AS FLAGGED 0.3 BY Dr.RON ABRAMS OF DRU / I` ;\\,\: OQtr,� A55OCIATES ON APRIL 6,2021 -0.6 2� APPARENT HIGH WATER MARK / —0.3IL / / *-0.8 EXISTING BOTTOM CONTOUR O EXISTING BOTTOM CONTOUR-0.5AL 7 CONSTRUCT 150 LF X 4 FT -1 / // * 8 \ �\• / / / CATWALK WITH 60%OPEN GR EXISTING BOTTOM CONTOUR / 0 \ ATE DECKING WITH 25 FT x 3 FT O 6 FTX 20 FT FLOAT WITH * / I VqLPHINPILES ;` '`,\\ \* / me APPARENT LOW -0.2 W \\\ ATER MARK =0.0' / >� // -O'4 \ \ �•\� ' �:•\ / / / EE SITE 04 APPARENT HIGH / SEE ITE \ -0.8 ;,�'�� `'�\\ /// // ENLARSEN(ENT WATER MARK=2.6' / ENL,�RG ENT_ / / SHEET 4 S/HET � *—07 / EXISTING BOTTOM CONTOUR-1 / I \� . PROPOSED NEW 25 FT x 5 FT / / -0.4 RAMP TO 6 FTX 20 FT FLOAT / / // -0.9 WITH DOLPHIN PILE SILT CURTAINS ALONG CANAL / / \ `:` / EDGE OF WETLANDS / / WHERE IT 15 TO BE DREDGED / / * .; \\ `�9 / AS FLAGGED BY Dr. / -0.6 �+��;�: I RON ABRAMS OF DRU ASSOCIATES/ / / ,\:;q\\\`\,\ / /• ,�. 0N APRIL 6,202 -0.5 j q 1 0.6 - - - - c * / /. APPARENT HIGH/ 5 D / / WATER MARK \T SILT CURTAINS ALONG �� S CANAL WHERE IT 15 / d Fi¢ ff ED � PPARENT LOW 5 - TO BE DREDGV,IATER MARK=0.0' 44 0. REDGE?iINTEN CMZ l7 01500 s 3 O/FT X 50 FT X 2 - - - - - -_- - - - � - - \ / x 0.5 / / APj'ARENT MHIGH 9 - .- - _ / / WATER MARK =2. T( )G ANNEL,YIELD _ _-_� - _ _ - _ - - _ 1,2 G)'F 5,MATERIAL15c _-_- - _ 1J5 FOR LANDSGA _7--- - -/--NEW- N/- E I PILES - - EXISTING BO OM a 2-�r - - - - / / CONTOUR-I //PROPOSED - - - -�- _ _ - - � _ _ _ _ - 0.5 DREDGED _3 NEW BOTTOM - - /- - - - - - Ua- - - N x // EXISTING BOTTOM D 0 V E CONTOUR-2 - - - ___-___ -' �:!t• �\- - - - CONTOUR-0.5 _ _ _ - - _--- CONSTRUCT 150 LF X 4 FT CATWALK WITH 60% OPEN GRATE DECKING WITH 25 FT x 3 FT RAMP TO 6 FTX 20 FT FLOAT WITH DOLPHIN PILES 1 EDGE OF WETLANDS AS FLAGGED BY Dr.RON ABRAMS OF DRU ^°j �!• ��/ A55OCIATE5 ON APRIL 6,2021 i �/. SEE SITE ENLARGEMENT SHEET #3 PROPOSED NEW 25 FT x 3 FT RAMP TO //. // i��•. /// 6 FT X 20 FT FLOAT WITH i DOLPHIN PILES ��/ PROPOSED MAINTENANCE /// DREDGE,15,000 of / �/ _ FXISTI 300 FT X 50 FT X 2 FT // — — —�� M (AVE)CHANNELj j/ / /— ___ CONTOUR-2 YIELD 1,200 GYDS MATERIAL RE-USED FOR LANDSCAPE ON-51 TE EXISTINGE30 /•' // /. --7777 -_ _--__-_ /// c CONTOUR o h EXISTING BOTTOM �p CONTOUR-0.5 - - ---y h -7-:-7=j _ 7777 / /i P 1 EXISTING / � BOTTOM CONTOUR __ _J _-- / A TAE/R ENT LOW SILT CURTAINS ALONG _- R MARK =916, CANAL WHERE IT 15 TO �p BE DREDGED / /-7 _-7777-----_-_-_- / �/ pry PROPOSED /� —__-_—_7777__7 L pcl DREDGED NEW II, —/— .------------- BOTTOM // / _ _ T77 7- , _--- / EDGE OF TLANDS CONTOUR-2 ----------- EXISTING AS FLAG ED BY Dr. —� __------_---- / / %/• BOTTOM RON AB M5 OF DRU _ __ �•• CONTOUR-1 A550 IATES ON PROPOSED '� /' / _ _ /•' / APtA6,2021 DREDGED NEW SILT CURTAINS ALON5 / BOTTOM CANAL WHERE IT TO APPARENT HIGH / / � — -�_-_-_--__' / . CONTOUR-3 / ' / /-_—_-77_—=7//./ ' '` BE DREDGED WATER MARK=2.6' APPARENT LOW / E30 TOM WATER MARK =0.0' f. / -7-7-7-7_ -7-7__-�//.• � j CONTOUR-0.5 AL , APPARENT HIGH AL 4;1WATER MARK=2.6' — -�__-_-L— //.-/ EX15TINO - 1 BOTTOM >•� ,L` \ — r---- —�/ �Y / CONTOUR -I---- / - FROP05ED 4} DREDGED NEW BOTTOM CONTOUR-2 / 0----- -� __-7_�%� PROPOSED —� / _ _ -__-} J / .—,}L�•' _ _ DREDGED NEW BOTTOM / CONTOUR–3 p p APR 1 5 2022 = — __-___-__-_-7-_ " Southold Town v� -_ _ — — Board of Trustees IN ��� __ ___ — — — PASSARO SALICE SITE PLAN �•'�. -- �• PROPOSED DREDGED NEW ENLARGMENT RESIDENCE ••� - �` BOTTOM CONTOUR-2 DREDGED CANAL SOUTHOLD, NEW YORK N DATE:December 3,2020 COREY CREEK SCALE:1/16"=1'-0' Revisetl:June r 13, Revisetl:January 02 2021 SILT CURTAINS ALONG PROPOSED DREDGED NEW URALTALGAT CANAL WHERE IT 15 TO BOTTOM CONTOUR-3 0 10 20 30 40 60 ARCHITECT BE DREDGED 436 7th STREET GREENPORT,NEW YORK 11944 (631)477$963 Existing Bottom Wetlands Wetlands Dredge Layer AHW ALW ALW [AHW Existing Bottom 4' Spartina Dredge Layer Spartina _ _ 2� — - alterniflora zone Floating Dock alterniflora zone AHW ALW ALW AHW �' 4' -2' 2' �- o, 0' 10' 20' 30' 40' 50' 60' 70' 80' 90' _ Tail ends of dredging Proposed Bottom-3 Tail ends o dredging -2' — �.�. section:3:1 section:3:1 ....... :.:.... ... ......... ........... . .... ......... SITE SECTION 'BB' -4- A 0' 20' 30' 40' 50' 60' 70' 80' 90' 100' A p Proposed Bottom -3 SITE SECTION 'AA' CONSTRUCT 150 LF X 4 FT Gangway CATWALK WITH 60% OPEN GRATE DECKING WITH 25 FT Pile Existing Bottom x 3 FT RAMP TO 6 FT X 20 FT Floating Dock FLOAT WITH DOLPHIN PILES Ramp to grade Dredge Layer 4' 2' 0' -4' I 0' 20' 30' 40' 50' 60' 70' 80' 90' 100' 110' 120' 130' 140' 150' 160' 170' 180' 1 FVIEr LE: Pr � - AHW ALw The existing access way will be improved to a gravel work access and final condition will be 5 ft wide gravel bed, except APR 1 where an elevated 5 ft wide catwalk will cross wetlands. Southold Town ASS AReT SITE SECTION Area = 150' x 20' RESIDENCE Fill = 120 CYDS SOUTHOLD, NEW YORK DATE:Decemher 3,2020 Revised:June 1,2021 Revised:January 13,2021 URAL TALGAT ARCHITECT 436 7th STREET GREENPORT,NEW YORK 11944 (631)477-6963 LIMIT O 5®' NON-FERTI L I ZATI®N PROVIDE 6" THICK T SOIL (SAND LOAM EDGE OF �I MIX) ON TOP OF FILL MOM DREDGE IX�N–E�) TUREANGE E3UFFER SPOILS FOR PLANTING OF`I,,(4WN S/23o ' CLEARING PR IDE NEW 2' HT x 5'1;)IA LEACHING POOL (D -A) TYPICAL, TIE LEACHING POOLS TO ALL / –`_ - ACHING POOLS W 6" PVG DRAINAGE PIE AND 1 EDGE OF WETLANDS AS IE BY IE LEACHING POOLS INTO FRENCH DRAINS , ,;�! / 2 orP FLAGGED Dr. RON _ r 3 1,200 CUBIC YARDS, / /`� - r/ 'r� O ABRAMS OF DRU ''���'��;- , ',�,� \ O,, o, O ASSOCIATES ON APRIL 6, PROPOSED NEW FILL / ' 4r '�/ /Y r r�' EXISTING RESIDENCE TO 2021 FROM DREDGE SPOILS �i / ' , ' /� REMAIN WITH NEW INTERIOR y / �'\/ PROPOSED CONTOURS j RENOVATIONS 5HOWN IN ONE FOOT rX �77 INTERVALS ELEVATION PROPOSED NEW ENTRY O TO ELEVATIONl ` ,/ r DECK AND STAIRS EXISTING \ \O<�Oc° 22S O/' Note: Volume of r brown fill to reconcile DRIVEWAY III, rrCr rr r iii with approx 1,200 r r r r r r 1 1 1 ISI' I r r r r , rrA cyds spoil mixed with �i I I I l l l it r r ,i i u Q<" peat or loam li\I� i i i 'j, 1/ r r r�yy% p �O QO VIII, 1 1\I 1 l Itik� I I IA' ? ('Q �kIST! h t t t t t I Q t t �t t\ l ;�t t\ ? up NGRETENW EDGE OF ` t t t/t t t ACC all, \ t t t\t i CLEARING / ` " EXISTING \t v't t �t `' t 1` ` s; 2 STORY FRAME up AA ,`, Tiy HOUSE ON PILES O �a' EXISTING DRIVEWAY EXISTING STAIRS / t / III, AND LANDING `/� ` all, \� TIDAL WETLANDS PROVIDE NEW 12" WIDE 12" DEEP O GRAVEL FRENCH DRAIN W/ 6" �, , ` ` ``` ` " ` DIA PERORATED PVC DRAINAGE `` /�\\�\ \111, ` `,���,`, S — PIPE TIED TO DRYWELLS UNDER ��\ �� `�; `� `� , '� `�' CJ FILL AREA ,. ,,� , `• ` t•1 I G h 15W-A i�/ r r.,/r,, ro EXISTING CONCRETE WALL EXISTING SANITARY SYSTEM PROVIDE NEW 2' HT x 8'DIA LEACHING t t t,t't I EXISTING w POOL (DN-A) TYPICAL, TIE LEACHING t�tt tt/t� tt t� I `\I t� ��`,�\ POOL �`� POOLS TO ALL LEACHING POOLS W 6" �, PITCH EXISTING GRADE DOWN AWAY all, PVG DRAINAGE PIE AND TIE LEAGHING FROM RESIDENCE AND RETAINING WALL, EDGE OF WETLANDS ASPOOLS INTO FRENCH DRAINS t t t I t ` `.`���`.�'`. Q� DIRECT PITCH DOWN TO NEW FRENCH � I �'� FLAGGED BY Dr. RON �t t,/i/i Ii tt ,� EXISTING %,'„�� �� DRAIN AT NEW FILA AREA ABRAMS OF DRU PROVIDE 6” THICK TOPSOIL �.'t i \I` `���`��`�` "` DECK r' `� Q ASSOCIATES ON APRIL 6, D LOAM MIX) ON TOP OF I I\I-� �� .`.\ .\ ;/i -- \ / �.� � . „ rrr � I P I I I .\ �. � �� all, I I. I I I I ' r��_ \ r� PROVIDE NEW 12" WIDE 12" DEEP GRAVEL FRENCH = 2021 FILL OM DREDGE SPOILS I I.i I i I I, .�\•� ��.�`� �. �u � , ,� � �Y� . all, FOR P NTING OF LAWN I I I I , , /<\ ` ';, r , .`.`�• DRAIN W/b" DIA PERORATED PVG DRAINAGE PIPE LIMIT �,f I I 1 I I I I �` 1�I 1" I �� �� I`i® ���I I�I �TION �I I 1 1 1 r l 1 / "`` •� r , , , ' ` ` UN PERIMETER OF FILL AREA, TIE TO DRYWELLS � UNDER FILL AREA '�I '�I I I NCE BUFF 11 I I 1 1 jl j`�/ \• \\\\\ \\\ `\`\ / , ' ' ' ' ' '\' t'I all, Irl® —L—,)ISTURE3 NC E l UFF II I I !/1 I I 1 \ `, .\,`, .�•, , r,.•r , /, �'1 ,�r; r I DRAINAGE CALCULATIONS 1,200 CUBIC YARDS, I /./:�`i.. PROPOSED NEW FIL Z' FROM 'FROM DREDGE SPOT rr, STORMWATER CALCULATIONS FOR A 2• RAINFALL -A)PROPOSED GONTOU s AREA UNDER FILL FROM DREDGE SPOILS (DW 111, SHOWN IN ONE FO T Iyj, DRY WELL AREA x RAINFALL x RUNOFF FACTOR INTERVALS ELEVAT N tV I t t t I \ �� --r .r, r r , n t t \. t t t t r �i, r v , (DW-A) X1,500 SF x (2/12 FT.) x 0.15 = 238 GU. FT. O TO ELEVATION ` t t\t t t t t\ ; r ; r , i`% USE: 4) 8' DIAMETER x 2' HIGH POOL 2:I slope TIDAL WETLANDS Note: Volume of brown fill to �t `� `t`\\t `t\\ DW-A \/ i %; �: , j/ (4) 8(X 2' STORM DRAIN RING = 338 GU. FT. ttttttt , r reconcile with approx 1,200 cyds \t t t t t`\t t t r ;,i r ; PROVIDED REQUIRED \\ \ \ \ \ 1 \ f 'r ' r , ' ' r 'kill spoil mixed with peat or loam t t t t t t\ , "r , , r r ,� 338 GU. FT. > 8,ci00 sf = t t t � t / r . r , � , 1,200 cy = 52,4 O of PROVIDE NEW 12" WIDE 12" DEEP t t tt t��tt t �rr a �, ' , r , PROVIDE NEW 12' WIDE 12 DEEP GRAVEL FRENCH DRAI j GRAVEL FRENCH DRAIN W/ 6" \�� ,f t t t t (�. %/ r i' ' �� r �% r 6" DIA PERORATED PVG DRAINAGE PIPE AT PERIMETER GUYY1U1atl ?. DIA PERORATED FVC DRAINAGE FILL AREA, TIE TO DRYWELLS UNDER FILL AREA (1) 7,750 5f = 750 cf + 585 8,555 cf8535 PIPE TIED TO DRYWELLS UNDER i'i t\t t ` ` b` / ' i ' i r ' 1,200 CUBIC YARDS, PROPOSED NEW FILL FROM (2) 6,550 sf = 80 cf + 5 0 = -7,120 cf IS 45 cf FILL AREA \t�\t t , r , r , , , ; ' , APR 1 5 2022 (5) 5,500 sf = 5,50 + 28 = 6,028 cf 21,4 3 cf < DREDGE SPOILS PROPOSED CONTOURS SHOWN IN ONE AREA EXTENDED OVER THE 50 FT �� Cx `� \`� / �� /i��/i i/ FOOT INTERVALS ELEVATION o TO ELEVATION -1 I (4) 4,450 sf = 4,450 cf + 507 = 4,957 cf 26 40 Gf BUFFER, PROVIDE NEW PLANTINGS OF `���%`��� `�`�'�� ;�i ' :r;�i r/ 61 PROVIDE 6" THICK TOPSOIL (SAND LOAM MIX) ON TOP NATIVE SPECIES "PANIGUM ; %. 1 I TO (5) 3,450 sf = 5,450 cf + 507 = 3 957 cf 3 397 cf f �^� \/t/� aC , ,�, /, , , ,,, , r , OF FILL FROM DREDGE SPOILS FOR PLANTING OF LAWN pA SAI�OB (6) 2,450 5f = 2,450 cf + 490 = 2,a[40 cf 5,557 of AT 56" O N ONE GAL POTS, PLANTED �,�� r AT 36" ON CENTER, 375 SF ����\%����`'`�i�_ � ' i i/ �i � ` ```'-' RESIDENCE (7) 1,770 sf = 1,770 cf + 235 = 2,005 of 5,542 cf `�;` Y, r ; r/ Note: Volume of SITE PLAN TOTAL = 51,950 cf / = 55 542 of `:\� � ,� _. , , r�/ brown fill to reconcile r / SOUTHOLD, NEW YORK all EDGE OF GLEARING ` ;^r� i�;�i with approx oo ENLARGMENT DATE:June 1,2021 (v �`,��_ — ,�/ ,2 DREDGE SPOIL REVISED DATE:January 13,2022 EDGE OF WETLANDS AS ;_, , , cyds spoil mixed with all, FLAGGED BY Dr. RON ��o !k. �� peat or loam RE-USE PLAN URAL TALGAT ABRAMS OF DRU �.� scALE:vm^=r-0 ARCHITECT ASSOCIATES ON APRIL 6, q� 4367th STREET C 2021 0 10 20 30 40 50 GREENPORT,NEW YORK 11944 V (631)477-0963 STANDING FIVE FOOT WIDE LWATER GRAVEL PATH OUTSIDE WETLAND TI DAL �` IL TI DAL WETLANDS WETLANDS FIVE FOOT WIDE GRAVEL PATH OUTSIDE WETLAND TRACK MATT5 WITHIN EXISTING j / \ WETLAND GRAVEL TURN / OVERGROWN \0 AROUND OUTSIDE WETLAND PATH SEE SITE ENLAR(3EMEN I \ SHEET #4 GRAVEL TURN AROUN15 AREA —0.3 / \ "., 4, —0.3 CONSTRUCT 150 LF X 4 FT CATWALK WITH 60%OPEN GRATE DECKINS WITH 25 FT.x 5 FT RAMP / TO 6 FTX 20 FT FLOA-..6TH \•:��.� / , —) DOLPHIN PILES 0.8 EDGE OF WETLANDS AS FLAGGED BY Dr. ;{�•, / RON AB, M5 OF DRU AL 0 2 / /• A5500IA 5 ON \ �* / APRIL 6,2021 APPARENT HISk \ —0.8; \; `, / WATER MARK (f \ / APPARENT LOW E CJV LL, 8 V E WATER MARK =0.0' / APPARENT HIGH 2O2L/ DURING APR 7 5 �] WATER MARK=2.6' CONSTRUCTION -0 9 AND DREDGING SoutholdTown FX15TINS BOTTOM SITE PLAN Board of Trustees / CONTOUR O / EXI5TIN5 BOTTOM E N LARG M E N T CONTOUR-0.5 CATWALK AND PATH -t0.6/ / EXI5TIN5 BOTTOM / SCALE:118-=V.a- PASSARO SALICE // /I '>U` CONTOUR-I Z), 9 19 29 39 RESIDENCE SOUTHOLD. NEW YORK O DATE:January 13,2922 URAL TALGAT ARCHITECT 436 7th STREET GREENPORT,NEW YORK 11944 (631)477$963 STANDING FIVE FOOT WIDE WATER GRAVEL PATH OUTSIDE WETLAND 914 AL TI DAL TI DAL - WETLANDS WETLANDS / FIVE FOOT WIDE GRAVEL PATH OUTSIDE WETLAND -0.5 \ \ t / ERECT ELEVATED CATWALK OVER WETLAND AREA REMOVE GRAVEL AND RESTORE NATIVE VEGETATION OVERGROWN N TURNAROUND AREA / PATH SEE SITE ENLARGEMENT \ SHEET #4 �\ > � } ., , 1� \\\\\1� � � � � TURN AROUND AREA ' \"\ , w"``'\�1\ WITH /tCVEGET D �: ' ``` \ \ ``\`\ \`\.,�..:\?.N`-...•....,;;..s'.?.;•..',.;.�? NATIVE VEGETATION � 0.3 ` y v` 4 �v ,\ o —0.3 4 4 CONSTRUCT 150 LF X 4 FT CATWALK WITH 60%OPEN GRATE _ DECKING WITH 25 FT.x 5 FT RAMP TO 6 FTX 20 FT FLOA•01gITH AL DOLPHIN PILES 0•\ UP',`` / / EDGE OF WETLANDS AS FLAGGED BY Dr. RON ABRAMS OF DRU 2 ALA550GIA 5 ON pop, / APRIL 6, 021 AL APPARENT HIGH -0.8 \\� RATER MARK All APPARENT LOW 1-� WATER MARK=0.0' . 1E ®y//8 V E 07 APPARENT HIGH / y WATER MARK=2.6' APR 1 5 2022 `\0.9 / �� POST CONSTRUCTION EXISTING BOTTOM SITE PLAN Southold Town / �` CONTOUR O EXISTING BOTTOM /// E N LA RG M E N T Board of Trustees / CONTOUR-0.5 CATWALK AND PATH �0.6 -- / / EXI5TINGBOTTOM / SCALE:1/8V-0.. PASSARO SALICE / AL/ CONTOUR-1 A a 10 20 30 RESIDENCE '�/ O•/ SOUTHOLD, NEW YORK / /0 DATE:January 13,2022 URAL TALGAT ARCHITECT A 436 7th STREET �,( GREENPORT,NEW YORK 11944 v (631)477-6963 SURVEY OF PROPERTY S60���, rp T, SITUATED AT Www 0f �'a�ic 1" \4 wo �00, \ ' •• ; : wgTFR ?�� S 0 U T H 0 LD X04 °" TOWN OF SOUTHOLD %�� `a. . RFFrJ O SUFFOLK COUNTY, NEW YORK \ �7Rq�M S.C. TAX No. 1000-87-05-25 SCALE 1 "=50' FEBRUARY 189 2000 � .00. MAY 9, 2000 LOCATED WETLANDS MAY 25, 2000 REVISED SITE PLAN JUNE 29, 2000 LATH FOR N.Y.S.D.E.C. INSPECTION SEPTEMBER 16, 2000 ADDED WETLANDS DECEMBER 6, 2000 REVISED PLOT PLAN DECEMBER 14, 2000 REVISED BUFFER JANUARY 6, 2001 SET LATH FOR N.Y.S.D.E.C. INSPECTION APRIL 23, 2001 REVISED MAP JULY 19, 2001 ADDED TEST HOLE No. 2 °R+vtTvgy�Ec..•., " a' SEPTEMBER 17, 2001 REVISED SITE PLAN NOVEMBER 6, 2001 ADDED SETBACKS TO R.O.W.'S DECEMBER 6, 2001 REVISED PROPOSED DRAINAGE RINGS OCTOBER 5, 2004 REVISED PROPOSED POOL & HOUSE NOVEMBER 21, 2005 PILE & GIRDER LOCATION • �' FEBRUARY 3, 2006 ADDED POOL HOUSE JULY 28, 2006 FINAL SURVEY • NOVEMBER 3, 2006 UPDATE FINAL SURVEY - AUGUST 9, 2020 UPDATE SURVEY APRIL 13, 2021 LOCATE WETLANDS AREA = 148,418.19 sq. ft. (TO TIE LINE) 3.407 ac. S.C.D.H.S. No. R10-99-0212 CER TIFIED TO: 610 of CHARLES V. SALICE ycoo CAMILLE PASSARO ' QQ_ FIDELITY NATIONAL TITLE INSURANCE COMPANY t�3 00 04/� J452 1*0 B4 0 9i �pcldXib ofNG i ; .0'901,• /? �.•.• ./J y. ,' �:'• '• 2? / ,: ' ,y0 19 ^ oo '�oJO�QQ 17 00D D DECK �S ' 4 i i � 'V •'i Aj W31 OIL f 5 32 O -L� ' G }'Oy3C�°ry^ W26 �° i ,�2• i O s w� / ' , °AQP' % wt4 J�yp o� 7 /. rt 5 / W13 Ol' w35 , iW� �C5 W36 i�i W37 % f 36 i' RGRDWN�' W1 W40 , i woo jG we W41 w7 W42 / ,PR 1 5 2022 Southold Town , Board of Trustees W5 , v ' W43 / / / 4� / , W44 UNAUTHORIZED ALTERATION OR ADDITION W3 , TO THIS SURVEY IS A VIOLATION OF W45 SECTIOION209 OF THE NEW YORK STATE EDUCATCOPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 46 CERTIFICATIONS INDICATED HEREON SHALL RUN IS PREPARED, AND ON HIS BEHALF TO THE ONLY TO THE PERSON FOR WHOM THE SURVEY TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. ' AND/OR EASEMENTS OF RECORD, IF yes• / THE EXISTENCE OF RIGHT OF WAYS ANY, NOT SHOWN ARE NOT GUARANTEED. \ / ti ` PREPARED IN ACCORDANCE WITH THE MINIMUM FOR TITLE SURVEYS AS STANDA.f \ DS BY THERLI.A.LS. AND APPROVED AND ADOPTEDD Nathan Taft Corwin III y1 O FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. N ' Land Surveyor X8'44'30" W _ �"� 114.24• Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. N 6 Title Surveys — Subdivisions — Site Plans — Construction Layout COREY CREEK ?�` ?9'w PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 N.Y.S. Lic. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 40-183A