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Home My WebLink About1000-21.-2-12 OFFICE LOCATION: °V ®: „ '. MAILINGADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) G�; Telephone: 631 765-1938 Southold, NY 11971 ' LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: August 12, 2024 Re: LWRP Coastal Consistency Review for FUSSY MONKEY PROPERTIES, LLC SCTM# 1000-21-2-12 Taplow Consulting, Ltd. on behalf of FUSSY MONKEY PROPERTIES, LLC requests a Wetland Permit and a Coastal Erosion Permit to install 43 linear feet of rock revetment consisting of 2 to 4 ton stones at a max of 2.5 tons per linear foot along the toe of the bluff; re-vegetating the scarred bluff areas with beach grass plugs 12" on center; installing 2"xl2"terrace boards every 10' along the disturbed bluff face;work to be accomplished by using a crane on the property located at 905 Aquaview Avenue and lowering a small bob- cat, boulders, and terrace boards to beach; all materials to arrive and be stored on the upland site; and the crane will also be used to remove any shoreline storm debris (collapsed trees, construction debris flotsam, etc.). Located: 955 Aquaview Avenue, East Marion. SCTM#1000-21-2-12 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is INCONSISTENT with policy 4 and 6 of the LWRP. The applicant should prove compliance with the October 1992 Board of Trustee decision. • The residential structure does not require a location on the coast and has been constructed in a Coastal Erosion Hazard area applied to regulate such actions. • The structure is subject to loss over time due to storm events including hurricanes. The build-out of the parcel should be amended to adapt to the features and hazards rather than manipulate a bluff ecosystem. 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 of Southold RECEIVED LWRP CONSISTENCY ASSESSMENT FORM AUG 0.6 2024 SouA. INSTRUCTIONS tan o Town Planning Board 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 siaufrcant 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- supportin�-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 web:site.(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 21 2 12 PROJECT NAME, 955 Aquaview Bluff Stabilization 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: Fv Nature and extent of action: The issuance of a Wetland Permit and a Coastal Erosion Permit Location of action: 955 Aquaview Avenue East Marion, NY 11939 Site acreage: •25 Present land use: Single Family 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: Taplow Consulting, Ltd. (b) Mailing address: 72 Prospect Rd Centerport, NY 11939 631 -835-8792 (c) Telephone number: _ _ Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes R1 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: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 LVW Section III—Policies; Page 2 for evaluation criteria. Yes ❑ No ❑ Not Applicable The application is to stabilize a storm damaged bluff by installing protective toe stone revetment; replant damaged areas on the slope;and prevent any future damage to the steep slope and the residential home constructed at the top of the bluff. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LVVIIP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ 'Yes ❑ No ❑� 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 6 through 7 for evaluation criteria 0 Yes ❑ No ❑ Not Applicable Stabilizing the steep slope will prevent trees on the bluff from collapsing onto the beach. 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 Stabilizing the steep slope will prevent damage to structure(home)and Trees(natural resources) on the bluff from collapsing onto the beach. Attach additional-sheets-if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No, ❑✓ Not Applicable 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. 7 Yes ❑No ❑� Not Applicable 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 0 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. ❑ YeEl No_0 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 0 Not Applicable Attach additional sheets if'necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No 0 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 Fv] Not Applicable PREPARED BY P. Setchell, Taplow Consulting, Ltf TITLE Agent for owner DATE June 6, 2021 Detailed Project Description June 10, 2024 Project: 955 Aquaview Bluff Stabilization Location: 955 Aquaview Avenue East Marion, NY 11939 The property is a single-family residential lot on Long Island Sound. The steep slope was damaged in a series of storms in March and April of 2024 resulting in the collapse of vegetation on the face of the slope. This resulted in scaring and movement of the face of the bluff. The owner desires to stabilize and protect the cliff from future storm damage and re-vegetate the slope. The work consists of: installing 43 linear feet (LF) of rock revetment consisting of 2 to 4 ton stones at a max of 2.5 tons per LF along the toe of the bluff; re-vegetating the scared bluff areas with beach grass plugs 12" on center; installing 2" x 12" terrace boards every 10' along the disturbed bluff face. Work will be accomplished using a small bob-cat that will be lowered down from a crane above. The crane will access the site from #905 Aquaview with a separate application for similar work at that address. All material and equipment will arrive on site from upland routes. Material will be stored on the upland site alongside the crane with no items being stored on the beach. The crane will be used to lower-down the bobcat, boulders, and terrace boards. The crane will also be used to remove any shoreline storm debris (remnants of collapsed trees, construction debris flotsam, etc.) and place this debris in upland dumpsters for proper disposal. I � t n R y xwg E�n� HII! 'lit it •�'��' � ..ql�'� ' e� �' P�a ,�� PP, Re+''p .. s �`� fit. � e I � A J� SWtffi §� I II ! si I ail e � IIII I IIII I E IIII 1 I I I I illll �aW=o 48R3�8E8�66"v�6gR!' II ! o�aa�$�R��sss�as#a. Note slippage of steep slope "t Apr t � . _ r • n r � --ice � �� • a' •' '"'• � ,-� t.- .•��f .•r ' v � ':, �of , „, �� •�'.'4 � �� T,j ��...i .�� y � to � ,•f .` - •f• r r ✓ ' �.7T� • r .ir� 7.v lob MHWL View from top of 955 Aquaview June 2024 Damaged steps to be rebuilt to code. Rocks to begin at base of slope # y r : dt ll r i" f, 1� 1 `1 ♦ `s t 'i r + �4 0+ WWI a a r VVWL t. Note: separation crack between sliding glass door and floor of the dwelling's wall facing the waterfront '' �� f r Foundation cracks on R west side of dwelling • h t �t .J � t Note foundation cracks PROPOSED REVETMENT PLAN. LONG ISLAND N 955 AQUAVIEW AVENUE, EAST MARION, NY 11939. SCTM: 1000-021.00-02.00-012.000 SOUND. E SCALE: AS NOTED - DRAWN BY: R.K.H. - DATE: 06-24-2024 w PREPARED BY: TAPLOW CONSULTING LTD. 72 PROSPECT ROAD, CENTERPORT NY 11721 HEN, S EMAIL:TAPLOWCONSULTING®GMAIL.COM - CELL: (631)835-8792 A. 0 5 10 15 20 30 40 * LOW WATER LINE it __ 05.06.2024 NOTES: �L i -SURVEY INFORMATION AS PER HEmECKER LAND SURVEYING, PLLC. ,DATED, MAY 6, 2024. a -ELEVATIONS IN NAVD88 DATUM. w -NO SEAWARD PROJECTION OF PROPOSED REVETMENT BEYOND EXISTING TOR OF BLUFF. -EQUIPMENT WILL BE LOWERED VIA CRANE BETWEEN 905 & 955 AQUAVIN AVENUE. O ~O 594ep �rO RR1Y LINR. -NO EQUIPMENT WILL BE STORED ON BEACH. AROfESSION*� -STABLE VEGETATION WILL REMAIN. _ -ALL DRAINAGE TO BE REDIRECTED LANDWARD TO ON-SITE CONTAINMENT. -EXISTING Woo➢ STAIRS TO BE REMOVED &REBUILT IN ACCORDANCE WITH N.Y.S. BUILDING CODE -�-- UPON COMPLETION OF REVETMENT. -EXISTING NATIVE VEGETATION WITHIN 15ft_ OF TOP OF BLUFF TO REMAIN. TOP OF \ BLUFF HIGH WATER LINE E1.45.0 05.06.2024 I�-III-III-III-III�I I I � _ - MEAN HIGH IIIIiI =1 I ��WATER LINE -Iillll —1 cv 1 BROKEN LANDING AND WASHED OUT STAIRS III PROPOSED 120 L.F. ROCK REVETMENT -I I I CONSISTING OF BOULDERS AT A \ \ + A -1I MAXIMUM OF 2.5 TONS PER LINEAL II= FOOT ALONG EXISTING TOE OF SLOPE. TOE OF MAXIMUM OF 300 TONS. ` ` BLUFF RE-VEGETATE DISTURBED BLUFF WITH CAPE - 'ElII AMERICA BRACH GRASS PLUGS AT 12" PROPOSED UN-TREATED TID?ER 2a12 TERRACE —I I ON-CENTER FOR ENTIRE DISTURBED AREA. BOARDS EVERY 10' ALONG BLUFF FACE IN _ UNSTABIIZi;ED ARRAS ONLY. WOOD PROPOSED UN-TREATED TIMBER 2s12 TERRACE STAIRS\�S` _ BOARDS EVERY 10' ALONG BLUFF FACE IN — UNSTABIIZED AREAS ONLY. _ 1 5 — PROPOSED -III PROPOSED CLEAN SAND FILL '-I I I FROM UPLAND SOURCE MAXIMUM o — loft_ RETURN. 15 OF 40 CuYds. TO BE UTILIZED. ca WOOD _III W o DECK o MAINTENANCE NOTES: oo d �3p_ -SETTLEMENT OF THE STONE REVETMENT IS I M PIE) o RETAINING d o d NORMAL AND EXPECTED. SETTLEMENT OF THE STONE ' —I W gig � WALLS ——35— REVETMENT SHALL NOT BE CONSTRUED AS FAILURE OF 1-2 TON BOULDERS. F O e THE STRUCTURE. MAINTENANCE BY WAY OF RESETTING III=_ o P. ' [-+o PROPOSED 120 L.F. ROCK REVETMENTorn c SOME OF THE STONES AFTER MAJOR STORM EVENTS -� E1.17.0 �✓ o s LS TO BE EXPECTED. _ CONSISTING OF BOULDERS AT A o —40— w O o -THE ALLOWABLE QUANTITY OF CLEAN SANDY BACKFILL I-II MAXIMUM OF 2.5 TONS PER LINEAL �'o FROM AN OFFSITE SOURCE SHALL NOT EXCEED THE II-I FOOT ALONG EXISTING TOE OF SLOPE. A AMOUNT SHOWN ON THIS PLAN DURING CONSTRUCTION. _ICI MAXIMUM OF 300 TONS. IT IS EXPECTED THAT SOME EROSION OF THE —45— BACKFILL MAY OCCUR DURING LARGE STORM EVENTS. v =1 4"-12" BEDDING STONE ATOP STABILIZATION LOSS OF BACKFILL SHALL NOT BE CONSTRUED AS iII I FABRIC CONTINUOUS UNDER REVETMENT. _ FAILURE OF THE STRUCTURE. MAINTENANCE BY WAY .I I— WOOD _ OF REPLACING SOME OF THE BACKFILL FOLLOWING III 2-4 TON BOULDERS. DECK TOP OF MAJOR STORM EVENTS IS TO BE EXPECTED. ALL yy — COASTAL EROSION `BLUFF REPLACEMENT BACKFILL SHALL BE CLEAN SAND AND co i II TOE OF BLUFF HAZARD LINE t2.7 1` COME FROM AN OFF SITE SOURCE. UNDER NO —III EI.6.0 / CIRCUMSTANCE MAY SAND BE REMOVED FROM I1=I �t25ft.—M.H.W. THE BEACH AND USED AS FILL. I�III _ 1 STORY I-i I 1-I I 1-I - I—II I—I I 1I -1 I—I RESIDENCE.CE. MINIMUM IfG EMBEDMENT II .F. 53. INTO EXISTING BEACH. — _ h�I III! i 8ft.-IOft. SECTION A-A. PLAN VIEW. SCALE: (NOT TO SCALE) SCALE: 1"=20' P Unauthorized alteration or addition to this survey is a violation of section 7209, subdivision 2, of the New York State Education Law. Copies of HEIDECKER LAND SURVEYING this survey map not bearing the land surveyor's inked or embossed seal shall not be considered to be a valid copy. Qe J v Q POIN OF BEGIN NG #905 2� SECTION 021.00—BLOCK 02.00—TAX LOT 011.000 Z W 60.00't ROCKY POINT RD. 0 2.5' I I "I Oo& /235.55 z — 6' ST_OCKADE EEN£C4 W 10 9 U N BRICK WAV—W ^ � Loo � o0. o a a J VJ 0 co /— o �// — i I I I ► 7 _14' ` _ I I � 1 11 �Z / Q / / /"-// WD FRAME J C� I lJ�\ I 1111 I f(II IIII/// l �' ) 1 0 Z STONE z ONE LEVEL z !IIII ///// / ) 1 ) I i / I J / z I of WALL BRICK WALK/ �� RESIDENCE ° \\ (+ 1 1 / (/l l ll//l1 //(I(/ / / J ) I 1 / 1 1 W W O ) �/ FF 53.0' n \ I I I\I +J ~ rn I 2.T m 1 1 1 1 1 11 1 IIII(91l l/l/IIII//1 I I I Illlt / / i I 240.58 0 t� /� / �IL�7v� / I I Illoll Il�lllj111111�1111)1)I)1/II H °/ / ^� I /DQ N/ I I ///I I•I III I I / > BRICK / / 1 1 1�rl IIIIII1 1 I I ) 1 Q 3 ( I 11 0 gTpIINJN� W L� 11) )1)I III )//II I I �W i I �j d � / / �� CHIM 1`Y ! I1�� l I IIII I ll l I II IIII(//(l ; ! L v I / 1 I / / / I )I Ill/ 111 Q o CONTAINER �— ,III !!! IIII (IIIII 000 1 � � /o / •�I I I 1 /l / lllli11111i111 TAX LOT 013. O z / PVC FENCE / m,� / /TION 021.p01/BLOCK 02.p0 3 D ——— 6FT ( / SEC J Q` co z MONUMENT z / \\ / a IC MB �I p4•4.9'50 �W F UND A I lJ I #1035 I NOTES SECTION 021.00—BLOCK 02.00—TAX LOT 012.000 1. FIELD WORK WAS CONDUCTED MAY, 2024 BY HEIDECKER LAND SURVEYING, PLLC AND ALL MEASUREMENTS WERE TAKEN ON THE GROUND. LIBER 12836—PAGE 681 2. PROPERTY LINES, BEARINGS, AND NORTH ARROW ARE BASED UPON DEED FILED WITH THE SUFFOLK COUNTY CLERK IN LIBER 12836—PAGE 681. R E E 3. UNDERGROUND UTILITY LINES ARE NOT SHOWN. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CALL "DIG SAFELY NEW YORK" AT 811 AND HAVE ALL UTILITY LOCATIONS MARKED ON THE GROUND. 4. BUILDING TIES SHOWN ARE BASED UPON THE SIDING OF THE STRUCTURE AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. THEY JUL - 2 2024 SHOULD NOT BE USED TO SET PROPERTY LINES, FENCES, BUILDING ADDITIONS, ETC. 5. THIS IS NOT A TITLE SURVEY. 6. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE REPORT AND IS SUBJECT TO ANY STATE OF FACTS A FULL AND CURRENT TITLE REPORT MAY REVEAL. Southold Town ! OF NEW Board of Trustees �P`C� HF/O�O� -7. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AND ARE BASED UPON GPS OBSERVATIONS PERFORMED L. BY HEIDECKER LAND SURVEYING, PLLC. SURVEY PREPARED FOR: z= FUSSY MONKEY PROPERTIES, LLC 0 10 20 30 JOHN GERD HEIDECKER N.Y. STATE LAND SURVEYOR LIC. # 050719 DATE: SHEET NO. METERS TOPOGRAPHIC/BOUNDARY SURVEY MAY 15, 2024 1 OF 1 17= FEET lZ-, ��• 050�`� ��°� P.O. BOX 135 DRAWN BY: B.D. SECTION 021-BLOCK 02-TAX LOT 12 oB No. 0 20 40 60 80 SF4 LAND S� AQUEBOGUE, NEW YORK 11931 955 AQUAVIEW AVENUE 24HLS24 cHK BY: J.H. EAST MARION-TOWN OF SOUTHOLD (631)-772-9604 CAD FILE: GRAPHIC SCALE 1" = 20 jheidecker@heideckerls.com SCALE: 1"= 20' SUFFOLK COUNTY NEW YORK 24HLS24FP.dwg