HomeMy WebLinkAbout1000-117.-3-6 OFFICE LOCATION: OF SUUjyO MAILING ADDRESS:
Town Hall Annex ,`� l0 P.O. Box 1179
54375 State Route 25 Southold, NY 11971
(cor. Main Rd. &Youngs Ave.) N Telephone: 631 765-1938
Southold, NY 11971 i0
COUNT`I
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: January 13, 2022
Re: LWRP Coastal Consistency Review for KOEHLER FAMILY LIMITED PARTNERSHIP
SCTM#1000-117-3-6
Land Use Ecological Services, Inc. on behalf of KOEHLER FAMILY LIMITED PARTNERSHIP
requests a Wetland Permit to reconstruct all three (3) of the existing groins and wing groins at the
site utilizing vinyl sheathing; the groins are proposed to be reconstructed so the groins do not
extend seaward of apparent low water and are no higher than 18" above sediment grade on the
down drift side; the existing groin to the south is 79' long with two wing groins facing north (11.4'
and 12' long) is to be reconstructed to be 69' long; the existing groin in the middle is 78' long with
four wings groins, two facing north (8.2' and 6.7'), and two facing south (7.7' and 11.4'), as indicated
is to be reconstructed to be 65' long; the existing groin to the north is 77' long with four wing groins,
two facing north (9.4' and 7.4'), and two facing south (11' and 8.4'), as indicated is proposed to be
reconstructed to 59' long; no fill is proposed; the top elevation of the proposed reconstructed groins
is to be no higher than 18" above sediment grade on the down drift side of the groins. Located: 575
Old Harbor Road, New Suffolk. SCTM# 1000-117-3-6
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 CONSISTENT with the Policy Standards and therefore is CONSISTENT with
the LWRP. This determination was based on the following:
1. Two of the groins will be shortened from current lengths.
2. The groins appear to function and add stability to the shoreline.
3. The groins do not appear to impede public access along the foreshore.
Pursuant to Chapter 268, the Board of Trustess shall consider this recommendation in preparing its
written determination regarding the consistency of the proposed action.
Cc: Damon Hagan, Assistant Town Attorney
Koehler — 575 Old Harbor Road, New Suffolk,
Project Description: r
JAN
(12-7-2021) L 112��2
-J
The applicant is proposing to reconstruct all three of the existing groins and o'lY�i6' ;
at the site utilizing vinyl sheathing. The groins are proposed to be reconstructed so the groins o
not extend seaward of apparent low water and are no higher than 18"above sediment grade on
the down drift side. The existing groin to the south is 79' long with two wing groins facing north
(11.4' and 12' long) is to be reconstructed to be 69' long. The existing groin in the middle is 78'
long with four wing groins,two facing north(8.2' and 6.7') and two facing south(7.7' and 11.4')
as indicated is to be reconstructed to be 65' long. The existing groin to the north is 77' long with
four wing groins, two facing north(9.4' and 7.4') and two facing south(11' and 8.4') as
indicated is proposed to be reconstructed to be 59' long.. No fill is proposed. The top elevation
of the proposed reconstructed groins is to be no higher than 18" above sediment grade on the
down drift side of the groins (see section views/details).
1-1ECE VE
DEC 102021
Buard of Tr,
0 \ MEET EX.BULKHEAD MEET EX.BULKHEAD
EX.TOP OF GROIN M-M S•S EX.TOP OF GROIN
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S.W.L.EL.2.85 6X6 CCA WHALER i l 6X6 CCA WHALER
EX.9.4'LONG TIMBER GROIN PROPOSED TO BE RECONSTRUCTED A.H.W.M.EL.2.1 i L S.W.L.EL.2.85
- - - - - - -
-� sf� IN PLACE WITH VINYL SHEATHING. NEW GROIN TO BE =
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A V/1/ ` O �� PROPOSED RECONSTRUCTED TIMBER
F {� k 7t Y �!la I+' F� GROINS IN CUTCHOGUE HARBOR AT NEW
&� - ----- -- SUFFOLK,TOWN OF SOUTHOLD,COUNTY
�J OF SUFFOLK,STATE OF NEW YORK
NOTE: D EC 1 0 2021
1. PROVIDE SEDIMENT CONTROL WITH THE
INSTALLATION OF A SILT CURTAIN OR SILT BOOM Seut :,,i los n 12/6/21 NYSDOS COMMENTS
DURING CONSTRUCTION. ' REVISIONS
2. REMOVAL OF EXISTING GROINS AND BULKHEAD TO
BE COMPLETED AT LOW TIDE TO LIMIT
DISTURBANCE OF SEDIMENT.
Plans are prepared by Condon Engineering,P.C. It is a violation of the New SOF NEW
3. TOPOGRAPHIC AND BOUNDARY INFORMATION BY York State Education Law,Article 145,Section 7209,for any person unless t
JM SURVEYING DATED APRIL 13,2021. acting under the direction of a licensed Professional Engineer,Architect,or t��P 1p5EPH 0 �.p�
Land Surveyor,to alter any item in any way.III an item bearing the seal of an * oma'
4. ALL GROINS TO BE INSTALLED WITH A MAXIMUM Engineer,Architect,or Land Surveyor is altereld,the altering Engineer, F,�
18" Architect,or Land Surveyor shall affix to the item his/her seal and the notation r y�
HEIGHT OF DR ABOVE THE EXISTING GRADE ON "Altered by"followed by his/her signature andl the date of such alterations,and
THE DOWN-DRIFT SIDE OF THE GROIN(TYP.).
a specific description of the alteration. 9 V
5. NEW TIMBER PILES&SHEET PILING TO BE DRIVEN sFOp oats 2
8'MIN.BELOW EX.GRADE. RO g�2 10N
S.C.T.M.: DIST. 1000 SEC. 1,17 BLK" 3 LOT. 6
Scale:AS SHOWN Condon Engineering, P.C. KOEHLER RESIDENCE
1755 Si sbee Road - 575 OLD HARBOR ROAD of
Drawn by:JJC Mattituck, New York 11952 NEW SUFFOLK, NY
Date:9/16/2021 (631) 298-1986 (631)298-2651 fax
www.condonengineering.com OVERALL SITE PLAN