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Home My WebLink About1000-40.-1-19 OFFICE LOCATION: �O��o� l0 MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 �pQ Telephone: 631 765-1938 '00UNT`1,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: August 8, 2019 Re: LWRP Coastal Consistency Review for DONNA HOBSON CAMPBELL SCTM# 1000-40-1-19. Michael Kimack on behalf of DONNA HOBSON CAMPBELL requests a Wetland Permit and a Coastal Erosion Permit to install approximately 24 linear feet of 2'x4'x2" (96sq.ft.) bluestone walkway to staircase at top of bluff; construct a set of bluff stairs with landings consisting of 3'x2' (6sq.ft.) staircase at top of bluff to a 4'x6' (96sq.ft.) top landing to a 3'x18.3' (164.7sq.ft.) staircase to a 4'x6' (96sq.ft.) upper middle landing to a 3'x18.3' (164.7sq.ft.) staircase to a 4'x6' (96sq.ft.) middle landing to a 3'x18.3' (164sq.ft.) staircase to a 4'x6' (96sq.ft.) lower middle landing to a 3'x12.8' (38.4sq.ft.) staircase to a 4'x4' (1 6sq.ft.) bottom landing with 3'x6' (18sq.ft.) steps to beach for a combined total of landing and staircases from top of bluff to beach to be 333.1sq.ft.; construct a stone revetment wall at eroded toe of slope approximately 3' in height at approximately 95' in length, consisting of Y2 to 1 ton stones set approximately two (2) feet below grade at approximately 1 '/2 to 1 slope; place two (2) layers of burlap over disturbed areas of under and around proposed staircase and eroded and/or disturbed area above stone revetment and plant American Beach grass @ 1' o.c. Located: 63429 County Road 48, Greenport. SCTM# 1000-40-1-19. 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 on the new submittal and my assessment, the proposed action to construct 24 linear feet of 2'x4'x2" (96sq.ft.) bluestone walkway to staircase at top of bluff; construct a set of bluff stairs with landings consisting of 3'x2' (6sq.ft.) staircase at top of bluff to a 4'x6' (96sq.ft.) top landing to a 3'x18.3' (164.7sq.ft.) staircase to a 4'x6' (96sq.ft.) upper middle landing to a 3'x18.3' (164.7sq.ft.) staircase to a 4'x6' (96sq.ft.) middle landing to a 3'x18.3' (164sq.ft.) staircase to a 4'x6' (96sq.ft.) lower middle landing to a 3'x12.8' (38.4sq.ft.) staircase to a for a combined total of landing and staircases from top of bluff to beach to be 333.1 sq.ft is recommended as CONSISTENT with the LWRP. The proposed construction of a 4'x4' (1 6sq.ft.) bottom landing with 3'x6' (18sq.ft.) steps to beach rock revetment is recommended as INCONSISTENT with Policies 4 and 9. 1 The site plan shows the structures extending 25' seaward onto the public beach therefore reducing public access now and in the future. 2. The rock revetment, once constructed, can cause accelerated erosion to the properties without erosion control to the east and west of the parcel during storm events. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney TYPICAL LAUDWIS &STAJR ROMMRS . ELE-VATION. FROM NATURAL GRADE B Proposed 4ft. x 22 ft. (approx..) 2 ft.x 4 ft. slate walkway on grade r C Proposed (4) 4ft. x 6ft. landings 0�q z r D Proposed (3) 3 ft. x 18.3 ft. Staircase w/ (20) 11" treads & (21) 7" risers 2 , ,p .__, E Proposed (1) 3ft. x 12.8 ft. staircase w/ (14) 11" treads & (15)7 " risers ` F Proposed (1) 3 ft.x 4 ft. landing w/ (7) 11"treads & (8) 7" risers G Proposed 95 ft. (approx..)armored toe of slope w/%2 to 1 ton stone Set at alpprox.. 1%to 1 repose O NOTES C All support posts,runners,treads, AN cross braces,railing posts to be r - �-` ACQ CP min. pressure 0.6 I � F Landings&railings to be Trex O/E " F• 7---X �s�,CQ OC is.' Field verify dimensions ceoss , • - - -OiAI�EL�SC�E�L17_.i�QL'PXIODF7s�h n� H i mi JUL 2019 # S�tia!%t/Gi�d�VD j SQuthpl„ IOtYI - r/ " _ - ;_ L_ Board(,t LANfl�tN� ELEVATION D'f'FA#•L - 10 SCALE: 1 — 10 FEET- -• P�rrQrsru.�D: - . - -- 30 SCALE:1"=3 FEET � �.�L� _GSS FASTENER LG£Nfl . w- , l a !L rMl j �Ta!Ta�V S)'b�ttf 1. 6"X6"POSTS TO 3"X12"RUNNERS:(2)5/8"X10"GALV.BOLTS W/WASHERS ( � -- T ?&r�j�� - 5 2. 4"X4' POSTS TO 3"X12'RUNNERS:(2)5/8"X 8'GALV.BOLTS W/WASHERS f _ 2-54`�44TZR.Sa A*4 -. �� 3. 3"X 12"TREADS TO r X12"RUNNERS:(3)7/16"X 4'GALV.LAG BOLTS `' 4. 3"X12"CROSS BRACE TO 6"X 6"POSTS:(2)5/8 X 10"GALV.BOLTS W/WASHER EA.SIDE q !� , � S j�� ,. ZAIII 8,q I�f/N . . 5. LANDINGS DECKING:8 WIDE TREX O/E:(2)3"EXTEMOR SCREWS EA.BEAM =x { - = �_>• r•t.� j 6. TREX O/E RAILING:(2)3"EXT.SCREWS @ EA.POST&2'OC STAGGEREDB€T1YI/E€N f ..L.+��I�QJJ�L2_!V`?FE—. F _ �14�.—`= rel .�• f + .. _ — S.rpo •� • 'l s - �- •a= I � :E'VAT Si'A RWAY 9 WD 6-` `�D.C. � �eA:- . �.� Liu A_ _ WITH LANDINGS and ARMORED TOE OF SLOPE STAtkAk ELEVATION OETA4i. 4YFG, CAMPBELL RESIDENCE : 63429 CR 48, GR_ EENPORT 30 SM— ;1'=3 FEET ARMORED TOE DETAIL Drawn By : M.A.-Kimack Date:April 14, ,9 �7 _ 20 SCALE: 1" = 2 FEET Revised July 1, 2019 k-ECEIVED JUL 2 9 2019 PROJECT DESCRIPTION Southold Town Planning Board Install approx.. 24 lin. Ft. of 2' x4' x2" bluestone walkway to staircase at top of bluff. (96 sf).,V/ Construct a 3'x 2' staircase (6sf) at top of bluff to first landing.✓ Construct a staircase on slope to beach with the following components: 1 (4) landings @ 4' x6" each (96 sf) and (1) landing @ 4' x4' (16sf) 2. (3) staircases @ 3' x18.3' each (164.7 sf); (1) staircase @ 3' x 12.8 sf (38.4 sf) (1) staircase @ 3' x 6' (18sf). Total landings and staircases from top of bluff to beach: (333.1 sf) Construct stone revetment wall @ eroded toe of slope approx. 3 ' in height @ approx. 95 ft in length, consisting of%Z to 1 ton stones set approx. 2 feet below grade at approx. 1 %to 1 slope Place 2 layers of burlap over disturbed areas of under and around proposed staircase and eroded and/or disturbed area above stone revetment and plant Am. Beach grass @ 1ft. OC. it fY) JUL 3 2019 c ova �0-n S 0,,, G L-&J1 SURVEY OF PROPERTY A T OREENPORT TOWN OF SO UTHOLD IV SUFFOLK' COUNTY, N. Y. 1000-40-01-19 JUL 16 2019 SCALE.- 1 =30 NO VEMBER 30, 2018 i s"'j"q'"1 cwn FEBRUI RY 4, 2019 (STAIRS) 1 Baar of Tr s'ae APRIL 15, 2019 (REV STAIRS, CALL OUTS) JULY 15, 2019 (COASTAL EROSION HAZARD LINE) MOORES LANE NORTH 1 I i LIMIT OF DISTURBANCE WINE COUNTRYOPR � OM011ON LLC ONE FOOT ON EITHER COASTAL EROSION REVETMENT WALL SIDE OF PROPOSED HAZARd LINE TYP. 1 OF 1/2 TON — STRUCTURE ( ) RET. WALL CONC. PAD 4.2'E t 1 TON STONE » 1.9E Oo »>aaaaa�►L� ��. �,� � p 2.s xs' CONC. \ Q a P? 6' 6+ CMF S24!56'30 E REFUSE STORAGE PAD 463.00' 12.5' 12.5' S24'5630 RET. WALL "E I N 343.18 N 0 I \\&§1 52<11 OECD <� \\\\\\ \ \\ \\\````�`\ \�`\` \ \ \ \ `\` `\` \ \ \ \ `\ \ 000\ 3 0 STONE DRIVEWAY I \ �� \ \ \ `\ `\ \ `\� \ 2 Nus II MECAPBLL0j 0D \ O \ O •,'. � J•\\ \ \ \` \\\\ �\ \\ \\ \\ \ \` \` .�\\`� `\ `� •� \ FR. OUT. SHOWER W,q� PROPANE TANK I O I `C 0 AC UNIT FENCE I PICKET I I OSE PAD 1\ \ \ \\ \` \` \ \\ `� `� \ `\ \\ \` `\ \` \\ `` \` ` L X in 0.3'E I r ri c6 I �� 10, PIPE S TOP OF , ATIO POOL EQUIP. ON REVETMENT WALLo ' O FR. GARAGE CONC. PAD\,� \ > \ \ N \ o 0 0 \ N25'43 10"W 416.00 a — 25' ROWOF 1/2 TON 4' x 6' ALL LANDINGS NOT0 �1 TON STONE ` LANDING TO EXCEED 4' x 6' I N S27'01'40"E 355.94 (TYP.) PROPOSED N I co ELEVATED STAIRWAY W WITH LANDINGS /O./H AIS -- - - - - - - - -- `� KEY OO = REBAR ® = WELL ® = STAKE = TEST HOLE • = PIPE ® = MONUMENT ` = WETLAND FLAG OF HEHE{l4v '0--) = UTILITY POLEQ ELEVATIONS AND CONTOURS REFERENCED TO NAVD 88 ANY AL7ERA77ON OR ADDITION TO THIS SGRVEY IS A VIOLATION OF _:`� , <• ,a '1V. IC. NO. 49618 SEC7701V 7209OF THE NEW YORK STATE EkIUCA77ON LAW. EXCEPT AS AREA = 36,338 SOFT TO TIE LINE PEC0NIC�SURVE-Y0RS, P.C. PER SECTION 7209—SUBDIVISION 2. ALL C11T71FlCA710NS HEREON (631)45:0.0'FAX (631) 765--1797 ARE VALID FOR THIS MAP AND COPIES TH.:REOF ONLY IF SAID MAP AREA = 0.834 ACRES TO TIE LINE P.O. BOX 909 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNA7URE APPEARS HEREON. 1230 TRAVELER STREET SOU'.-HOLD, N.Y. 11971 99-276