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HomeMy WebLinkAbout1000-21.-2-13 OFFICE LOCATION: �` � cl , MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) us Southold, NY 11971 Telephone: fi31 765-1938 d., LOCAL. WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: November 12, 2024 Re: LWRP Coastal Consistency Review for TONY& MARIA KOSTOULAS SCTM# 1000-21-2-13 Taplow Consulting, Ltd. on behalf of TONY & MARIA KOSTOULAS requests a Wetland Permit and a Coastal Erosion Permit to install 60 linear feet of rock revetment including 10' east return consisting of boulders at a max of 2.5 tons per linear foot along existing toe of bluff; re-vegetate bluff area with beach grass plugs 12" on-center; install 2"x12" terracing boards every 10' along disturbed bluff face; install a 1' high berm with approximate base of 5' at top of bluff, cover with one layer of jute matting o/e; establish and perpetually maintain a 12' wide non-turf vegetated buffer including the berm along the landward side of the top of bluff. Located: 1035 Aquaview Avenue, East Marion. SCTM# 1000-21-2-13 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 CONSISTENT with the LWRP. 1. Preserve and integrate existing vegetation in the design to further Policy 6. 2. Require access route for project construction from the landowner. 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 I Town of Southold RECEIVED LWRP CONSISTENCY ASSESSMENT FORM NOV 0.16 2024 Southold Town A. INSTRUCTIONS 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 sisnzifidant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). I 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION`- ` i SCTM# 21 _ 2 _ 13 PROJECT NAME 1035 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: ❑✓ Nature and extent of action: The issuance of a Wetland Permit and a Coastal Erosion Permit Location of action: 1035 Aquaview Avenue East Marion, NY 11939 Site acreage: .28 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 (c) Telephone number: 631 -835-8792 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? 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 LWRP Section III—Policies; Page 2 for evaluation criteria. V 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 i 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 Z 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 ❑✓ 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 I 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 i c I h i i I 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. i ❑ 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 LW12P Section III—Policies; Pages 34 through 38 for evaluation criteria. I ❑ 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 LWl2P Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye❑ No❑✓ Not Applicable Attach additional sheets if necessary r 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❑✓ 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 0 Not Applicable I 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 PREPARED BY P. Setchell, Taplow Consulting, L6 TITLE Agent for owner DATE 6/25/2024 ,stt 02 27- oi.u�o�a _ •• ,f rz a 1. it _ _ 'dyer. .T fY� &a �-•�. ., ';.� . 9.tfi'nic].,ol AuetlfG9iRau—Hx.7xcrWtu✓ha � a u _ MAT4 LINE �• �C\ L ?. SEE BEC NO-0]0' Imo,\\ .,.......,.,,.,y _�_ •, COUNTY OF SUFFOLK RM P-peal 1 S © `�" rx,rce �a�rw loon _ ;" — •••,• O •��• —�._ ,��'� rrxe AK enar Q v sEc.iw w y >•n N r y 5uri0.n sn,,:__—•—— uav_—_"'_— ru. —__— r...r...... (21) mro..�, vi�au nx, n waxwN o M: m a V �•� �'•Rs w,w.r ,,. r Erosion at toe of slope June. 2024 Ile } .. y 1 ` ►da F . View of erosion at toe of slope. Rock would be ? z placed at toe, and areas above revegetated. �" - -,�.tea' •.' e rr y w � + k� idiom t � C k_ } k 1035 r } Aquaview pump house • • cabana. Rock will • between • ^ ti. i Rock will be placed between pumpouse on right, and cabana on left. Note that slats under cabana have been removed 00 - ry Y .. :i .:• •. fir, y i � ' J� Photos date June, 2024 ' Unauthorized alteration or addition to this survey is a violation of section 7209, subdivision 2, of the New York State Education Low. 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 coo py. w I Q LL -TAX LOT p12.000 /// 218.00, 11 #955 0 o S TONO2�.00LOC POINT OF BEGINNING ) o 11.4' `\j� 1 I / IIII BRICK / ll Ill 111j1 )`//1(l� � BLD. p O W 1020.0 to ROCKY POINT RD. /I / / I I i 1 /// lllllllllllllll I I l/III ONE LEVEL i I ° MONUMENT / / // / 1 1 1 1 1 1 / l IIII IIII l l l l l l I It l 1111 111/1 1 \ wooD / i I �1LijVJ FOUND 6FT PVC FENCE 1 1 0 /l / / //l / 11�11/Ill1I1IIiIII//ll/ \ FRAME / i NI a BRICK WALK I ` 1 in 1/ l / l l// llIl i ll 11 111 I I / e! c SASTAIRT N = I � 11 // ///// // l/l//lllllllllllllJlllll II 8.3' // 1 ` z, N 04°49 50� � o /)III`(/////II11111 /Jlll I m _ CGRATE a _n c mil) IlIlil Il1j11111 , 1111/l � w � ? Z r�+ / Ljj M J / 37.7' r r 36.1' AWNING 0 co I I I I 11110/1 8.3' / \ J ^ % I WOOD DEC �. 1' DECK r #1035 / / _n WD FRAME 11 1 1 1 I I I lol i t � I � � / I / l l l l l I I IIIIIIII N III1111 / / _. 221.0 I / w TWO LEVEL { I l r 111 to/I I I I I I 111 IIII//IIII/ / ! 00 /BRICK DRIVEWAY) ten Z M ' RESIDENCE I 1 / / / / I J I I I IIII 1 1111111////// r / .8' N N FF55.1 III111IIIl11/1// l /IIII ) lll / t j / ''I 1 STONE UNDIERRCH U) o� / 1 10 11111 1 1 1 1 1 I 1 1 / l l I I LU j �? 1 = I I 2ND FLOOR z / / 21.8'"' \ BALCIONY rn 4 ` / m CHIMNEY 1 W3 1 ➢ w 11.0'w A OAWP`KwP( f L W GUY Q v O R0° �PVCm 6FT �EpN vCEE �2 00E�S T PX LOT 0 00 014. ELECP O/ _SE POECE .3\-OCK (Crz O0 a=N W V O S W I UP MONUMENT o0 FOUND o U NOTES 1. FIELD WORK WAS CONDUCTED MAY, 2024 BY HEIDECKER LAND SURVEYING, PLLC AND ALL MEASUREMENTS WERE TAKEN ON THE GROUND. SECTION 021.00-BLOCK 02.00-TAX LOT 013.000 2. PROPERTY LINES, BEARINGS, AND NORTH ARROW ARE BASED UPON DEED FILED WITH THE SUFFOLK COUNTY CLERK IN LIBER 11199—PAGE 205. LIBER 11199-PAGE 206 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 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. 7. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AND ARE BASED UPON GPS OBSERVATIONS PERFORMED BY � �OF N e oY� HEIDECKER LAND SURVEYING, PLLC. H O vJ G �� SURVEY YPPREPARED FOR: V p,, D T� �+ T T 0 10 20 30 O 1 Uf ` W d �C, MAIbIA M. I'1 O T® QJ LA S SHEET NO. METERS JOHN GERD HEIDECKER N.Y. STATE LAND SURVEYOR LIC. # 050719 DATE: TOPOGRAPHIC/BOUNDARY SURVEY 1 OF 1 MAY 15, 2024 FEET �% No �� o� P.O. BOX 135 SECTION 021-BLOCK 02-TAX LOT 12 JOB NO. ';41 050� �� AQUEBOGUE, NEW YORK 11931 DRAWN BY: B.D. 1035 A UAVIEW AVENUE 24HLS24 0 20 40 60 80 T. LAND 5��� Q (631),772-9604 cHK BY: J.H. EAST MARION-TOWN OF SOUTHOLD CAD FILE: GRAPHIC SCALE 1" = 20' jheidecker@heideckerls.com SCALE: 1"= 20' SUFFOLK COUNTY,- NEW YORK 24HLS24FP.dwg PROPOSED REVETMENT PLAN. 2"s4" HANDRAIL.4" TOP-RAIL. LONG ISLAND N 1035 A UAVIEW AVENUE, EAST MARION. NY 11939. 2"x � SCTM: 1000-021.00-02.00-013.000 - _ SOUND. E SCALE: AS NOTED - DRAWN BY: R.K.H. - DATE: 07-30-2024 -" __ LOW WATER LINE 4"a4" POST. PREPARED BY: TAPLOW CONSULTING LTD. 2s4" MID-RAIL. 72 PROSPECT ROAD, CENTERPORT NY 11721 _ 05.06.2024 S _ EMAIL: TAPLOWCONSULTING®GMAIL.COM - CELL: (631) 835-8792 2"a12" TREAD. 0 5 10 30 0 2"x12" STRINGER, 15 20 4 _ NOTES: _ -SURVEY INFORMATION AS PER HEIDECKER LAND SURVEYING, PLLC. ,DATED, MAY 6, 2024. -ELEVATIONS IN NAVD88 DATUM. 12" - -NO SEAWARD PROJECTION OF PROPOSED REVETMENT BEYOND EXISTING TOE OF BLUFF. A -EQUIPMENT WILL BE LOWERED VIA CRANE BETWEEN 905 & 955 AQUAVIEW AVENUE. z m -NO EQUIPMENT WILL BE STORED ON BRACH, r� -STABLE VEGETATION WILL REMAIN. m -ALL DRAINAGE TO BE REDIRECTED LANDWARD TO ON-SITE CONTAINMENT. NOTES: PROPER -BOTTOM PORTION OF EXISTING WOODEN STAIRS TO BE REMOVED & REBUILT IN ACCORDANCE WITH •BOTTOM PORTION OF EXISTING 77 ENE N.Y.S. BUILDING CODE UPON COMPLETION OF REVETMENT. WOODEN STAIRS TO BE REMOVED. -_ __ HIGH WATER LINE -EXISTING NATIVE VEGETATION WITHIN 15ft. OF TOP OF BLUFF TO REMAIN. •PROPOSED STAIRS TO BE BUILT AS PER -- __ 05.06.2024 N.Y.S. CODE AND DESIGN TO BE TOP OF ADJUSTED PER CURRENT SITE CONDITIONS \ BLUFF AT THE DISCRETION OF THE CONTRACTOR. -I I ---- — — EL50.0 STAIR DETAIL. __\ _ MEAN HIGH WATER LINE i I i i i III SCALE: (NOT TO SCALE) ' \ NOTES: BOTTOM PORTION OF STING CONSTRUCT A lft. ffiGH BERM I— MFW •WOODEN STAIRS TO BE REMOVED. WOOD WITH AN APPROXIMATE BASS OF —III � 1. M O'O S.FRAME STAIRS � (NOT SHOWN FOR CLARITY) 5ft. AT TOP OF BLUFF. COVER — I Ed -PROPOSED STAIRS TO BE BUILT AS PER WITH ONE LAYER OF JUTE 0/E. I — �� BUILDING \ }1 N.Y.S. CODE AND DESIGN TO BE PROVIDE A 12ft. NON TURF III— * 14XB ADJUSTED PER CURRENT SITE CONDITIONS BUFFER LANDWARD OF BLUFF, AT THE DISCRETION OF THE CONTRACTOR. INCLUDING BERM. PLANT -III PROPOSED 60 L.F. ROCK REVETMENT BLOCK NON-TURF BUFFER WITH —I I CONSISTING OF BOULDERS AT A BUILDINGF.F. g 71 WOOD TOE OF r� PERMISSIBLE VEGETATION. —I w OF EAL B DECK / BLUFF F00 MAXIMUM G EXISTING TOE OFSL E. 1L IIIIII _ ti0 4®p V MAXIMUM OF 300 TONS. —I OA 59 act, 70 p — l ROFESSION�\. — rA 44 15 I — ` l PROPOft SED -III I PROPOSED UN-TREATED TIMBER 2%12 TERRACE ! -20- _ _ RE-VEGETATE DISTURBED BLUFF WITH CAPE BOARDS EVERY 10' ALONG BLUFF FACE IN I I I I ON-CENTER CERICA BEACH GRASS PLUGS AT 12"NTER FOR ENTIRE DISTURBED AREA. UNSTABIIJZED AREAS ONLY. _25- WOOD — — �I PROPOSED OPOSES EVERY OTED TIMBELUFFI TERRACE 3p ` DECK I I— UNSTABILIZED AREAS ONLY. -- IIIII PROPOSED CLEAN SAND FILL FROM UPLAND SOURCE MAXIMUM WOOD STAIRS — OF 40 CuYds. TO BE UTILIZED. 40 AND LANDING o w MAINTENANCE NOTES: -SETTLEMENT OF THE STONE REVETMENT IS NORMAL AND EXPECTED. SETTLEMENT OF THE STONE REVETMENT SHALL NOT BE CONSTRUED AS FAILURE OF ICI— 1-2 TON BOULDERS. THE STRUCTURE. MAINTENANCE BY WAY OF RESETTING + N� SOME OF THE STONES AFTER MAJOR STORM EVENTS III PROPOSED 60 L.F. ROCK REVETMENT H o t a G p o� IS TO BE EXPECTED. CONSISTING OF BOULDERS AT A moo. -THE ALLOWABLE QUANTITY OF CLEAN SANDY BACKFILL —I MAXIMUM OF 2.5 TONS PER LINEAL Vj o �O� — o FROM AN OFFSITE SOURCE SHALL NOT EXCEED THE I —I FOOT ALONG EXISTING TOE OF SLOPE. U)aC) 0 WOOD AMOUNT SHOWN ON THIS PLAN DURING CONSTRUCTION. _III MAXIMUM OF 300 TONS. oo ECK IT IS EXPECTED THAT SOME EROSION OF THE Gam+ BACKFILL MAY OCCUR DURING LARGE STORM EVENTS. �- — 4"-12" BEDDING STONE ATOP STABILIZATION PA TOP OF LOSS OF BACKFILL SHALL NOT BE CONSTRUED AS FABRIC CONTINUOUS UNDER REVETMENT. BLUFF FAILURE OF THE STRUCTURE. MAINTENANCE BY WAY -III— — M REPLACING SOME I THE BACKFILL FOLLOWING IIII TOE OF B2-4 OIN BOULDERS.FF BASE OF 5CT AT TOP IG BLUFF. COVER WITH ONE LAYER LWOOD HAZARD LINE MAJOR STORM EVENTS IS TO BE EXPECTED. ALL w — CONSTRUCT A ift. HIGH BERM WITH AN APPROXIMATE COASTAL EROSION REPLACEMENT BACKFILL SHALL BE CLEAN SAND AND CO COME FROM AN OFF SITE SOURCE. UNDER NO - EI.7.0 OF JUTE O/E. PROVIDE A 12ft. NON TURF BUFFER DECK CIRCUMSTANCE MAY SAND BE REMOVED FROM �_ '27ft.-M.H.W. LANDWARD OF BLUFF, INCLUDING BERM. PLANT THE BEACH AND USED AS FILL. =III I — NON-TURF BUFFER WITH PERMISSIBLE VEGETATION. A 9.3 -1 I MINIMUM lft EMBEDMENT _I—� I I—IIII—I I 11=I —I =II —1 I I= o.1035INTO EXISTING BEACH. — I 2�sTORY 8ft.-1Oft. RESIDENCE. SECTION A—A. PLAN VIEW. F.F. 53.1 SCALE: (NOT TO SCALE) SCALE: 1"=20'