HomeMy WebLinkAbout1000-56.-7-1 OFFICE LOCATION: ®��®f S1) MAILING ADDRESS:
Town Hall Annex °L ® P.O. Box 1179
54375 State Route 25 !�6 Southold, NY 11971
(cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938
Southold, NY 11971 ® �®
C4UNTY,�
LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
To: Glenn Goldsmith, President
Town of Southold Board of Trustees
From: Mark Terry, AICP
LWRP Coordinator
Date: September 8, 2023
Re: LWRP Coastal Consistency Review for GOLDSMITH'S BOAT SHOP
SCTM# 1000-56-7-1
The NYSDEC granted a Wetlands permit for the proposal in August 2023 (1-4738-01165/00012)
Michael Kimack on behalf of GOLDSMITH'S BOAT SHOP requests a Wetland Permit to construct a
concrete boat ramp 15' in width by 65' in length by 8" thick, consisting of 15'x20' poured in place
and (45) pre-formed 3'x5'x8' concrete blocks, set on 12" of course stone base; construct±560 linear
feet of hybrid bulkhead at mean low water (MLW) with every 4th sheet cut out from mean high
water (MHW) to 6" above MLW line; backfill with(approximately 300 cubic yards of dewatered
dredged spoils; cover with approximately 7,300sq.ft. of jute erosion control blanket from toe of
eroded bank to 5' landward from top of bank; construct ±804 linear feet of hybrid bulkhead with
every 6th sheet cut out 6" above MHW line; backfill with approximately 475 cubic yards of
dewatered dredged spoils, cover with approximately 12,000sq.ft. of jute erosion control blanket from
toe of eroded bank to 5' landward of top of bank; planting for both MLW and MHW bulkheads
landward areas: plant from toe to top of bank with iva frutescens and upper baccharis halimifloria;
plant from top of bank to 5' landward with American beach grass @ 1' o.c.; dredge approximately
81,500sq.ft. of area to an average depth of 4' below MLW(-1.5' El. avg.); remove approximately
5,450 cubic yards of dredge spoils and stockpile in designated area with continuous silt fence and
hay bale surround; dredging and stockpiling to dewater dredged spoils is planned to occur in three
(3) stages over a three (3) year period; dewatered dredged spoils to be used to backfill area
landward of new hybrid bulkhead, with the remainder spread over the property with the condition of
the use of a silt boom during construction to control sediment. Located: 64150 Route 25, Southold.
SCTM# 1000-56-7-1
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 provided the following is considered to further Policy 6.
1. Minimize impacts to spartina spp. Will the existing wetland vegetation plants be harvested
and used in the replanting? Burying the existing vegetation would result in a loss of
established wetland vegetation and habitat.
2. Turbidity controls are required pursuant to Chapter 275 of the Southold Town Code.
3. Minimize CCA-treated wood in construction. —
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 �� r a
L� l��
IMRP CONSISTEIN CY ASSESSMENT FORM SEP 0,.1 2023
A. INSTRUCTIONS outhatd ovuh
9�lannir�g �a�1`cl
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 mxnisterial 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 signilic�u�t
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 I)e explained in detail listing both supporting and uora-
sunpo1-tim, facts. If an action cannot be certified as consistent with the LWRP policy standards and
conditions, it shall not be madertaken.
A copy of the I,WRP is available in the following places: online at the Town of Southold 's
website (southoldta"mmorthfork.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#
PROJECT NAME T �&/) /77- ✓� ,g�A�J'�D� /NG
The Application has been submitted to(check appropriate response):
Town Board ❑ Planning Board❑ Building Dept, ❑ Board of Trustees M
1. Category of Town of Southold agency action (check appropriate response):
(a) Action undertaken directly by Town agency(e.g. capital ❑
constructions planning activity, agency regulation,land transaction)
EJ
(b) Financial assistance(e.g, grant, loan, subsidy)
(c) Permit, approval, license,certification:
Nature and extent of action:
PROJECT DESCRIPTION
PROPOSED CONCRETE RAMP
Construct proposed Concrete Boat Ramp: 15 ft. in width by 65 ft. in length by 8"thick,_consisting of
15 Ft.x 20 Ft. poured in place and (45)pre formed 3 Ft.x 5 ft.x 8'Conc. blocks,set on 12"of course
stone base(see cross section).
PROPOSED BANK STABILIZATION
Construct proposed 560 Lin. Ft.+/-of Hybrid Bulkhead at MLW with every 4tn sheet cutout from
MHW line to 6"above MLW line. Backfill with approx. 300 cu.yds.of dewatered dredged spoils,
cover with approx.7300 SF of jute erosion control blanket from toe of eroded bank to 5 ft.landward
from top of bank. Construct proposed 804 LF+/-of Hybrid Bulkhead with every 6th sheet cut out 6"
above MHW line.Backfill with approx.475 cu.yds.of dewatered dredged spoils,cover with approx.
12,000 SF of jute erosion control blanket from toe of eroded bank to 5 ft. landward of top of bank.
Planting for both MLW and MHW bulkheads landward areas: plant from toe to top of bank with iva
frutescens and upper baccharis halimifloria. Plant from top of bank to 5 ft. landward with American
Beach grass @ one(1 )ft.O.C.
PROPOSED DREDGING PLAN
Dredge approx.81,500 SF of area to an average depth of 4 ft. below MLW(-1.5 Ft. El.avg.). Remove
approx. 5450 cu.Yds.of dredge spoils,stockpile in designated area with continuous silt fence and hay
bale surround. Dredging and stockpiling to dewater dredged spoils is planned to occur in three(3)
stages over a three (3)year period.Dewatered dredged spoils to be used to backfill area landward of
new Hybrid Bulkhead,with the remainder spread over the property with the condition of the use of a
silt boom during construction to control sediment.
Location of action: '/C�
Site acreage:_
Presentland use: 'C®/�, ,QC/'4Z
Present zoning classification:
OKP CEO f.41L fM LES
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:_ G®L
(b) Mailing address:_fo 4 A Q HA
J'ovVS 04-,), IV: Y !r 9 Z/
(c) Telephone number: Area Code
(d) Application number, if any: /v/—'.____
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?
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 effiicient use of infrastructure, makes beneficial use of a coastal location, and
minimizes adverse effectsi of development. See LW1R:P Section III—Policies; Page 2 for evaluation
criteria.
, Yes ❑ No I,__j Not Applicable
"n /'11''t rFrj' (,[J/CL f Adel�7F_ �.Qbl�l�t/� G3_•U�[I,L�S'
_—% AFC l4CCE1'S �'7 Cl>i , ?G[1 YS ,4A/�
Attach additional sheets if necessary
Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See
LVVRP Section III—Policies Pages 3 through 6 for evaluation criteria
❑ Yes 0 No ;R Ndt Applicable
/S` /!//S l -.4Z
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
QC> TO V/S_��T Q 7f(ZE
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
Al1 _Z1 4417
Attach additional sheets if necessary
Policy 5. Protect and improve water quality and supply in the Town of,Southold. See LWRP Section III
—PoIicies Pages 16 through 21 for evaluation criteria
Yes ❑ No -k—"J 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 evaluations criteria.
❑ ,❑
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 ❑ Noo Not Applicable
Attach additional sheets if necessary
Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazalydous
substances and wastes. See LWRP Section III—p(jlicies; Pages 34 through 38 for evaluation criteria.
❑ Yes ❑ No 0 Not Applicable
F-O/ C A .4 ,7�0 77W ?D
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 LWRIP Section III=Policies; Pages 38 through 46 for evaluation
criteria.
❑ Not;Applicable
'�'e❑ No
ANC A J P in g-
Attach additional sheets if necessary
WORIUNC 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,❑ Not Applicable
r lgp/�1�1�1t . f�0�7, C7 _GdJ/LL . 1Wr.4.1A1 f/ Pear �T
h,M_0&N6E Td} ZIM16
LIZ
Attach additional sheets if necessary
Policy 11. Promote sustainable use of living atarine 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 J7!'f'<j1 Not Applicable
�/f� ?"1 18 /1 11� 11,E D.r //'1.�i� CZ—
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 ❑ NoZ Not Applicable -
I�OL/CYO A 7 0 171/1
.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 271 Not Applicable
PREPARED BY /t?/C ,4F/ ,A TITLE—,CI. �/� T- DATr�
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GOLDSMITH DRAWN BY- 1 inch - 50 feet Legend
MARINA Dennis Cole
REENPORT 05.03.22 E DRONE PHOTO BY CES MHW
o. Revised Soundings, MHW, MLW
10.26.22 �' s by Robert Fox BULKHEAD
`;Prom Consultation to cmwfetton"
631-369-9445 02.15.23 ........I MLW
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Taken Oct.17 2020
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TOP OF PERMEABLE BULKHEAD
PROPOSED POINT OF MLVV TO INCREASE TO 4.5 FT.EL.ON
TOP OF BANK:3.5 FT.EL. TOP OF PERMEABLE BULKHEAD; BOTH SIDES OF CHANEL TO
14.0 FT.EL @ BASE OF RAMP TERMINUS ON WESTERLY SIDE
5ft.LANDWARD OF MHW AND PERMEABLE BULKHEAD
EXISTING POINT OF MLW ui!MHW LINE ON EASTERLY SIDE
MHW:1.0 FT.EL
APPROX 8 DEGREE EXISTING BOTTOM:-2.5 IT.EL.(AVG.)
APRON:5 IT. SLOPE (14%GRADE) PROPOSED DREDGED BOTTOM.:
LENGTH OF PROPOSED CONCRETE RAMP:60 FT. -5.5 FT.EL. AVERAGE
PROPOSED DREDGED SPOILS 6 FEET
OVERALL LENGTH:65 FT.
{I 5 COATED REBAR.td 12"BOTH WAYS I
WI CENTERED RECESSED DAYTON _ W
ONE TON SWIFTLIFT 01E uW.
CROSS SECTION
SCALE.1 INCH=10 FEET j
61NCHES
PROPOSED BULKHEAD
. I
PREPOURED CONC.SLAB
—- -- SCALE:1 INCH=3 FEET CORRUGATED SURFACE.4314-
.. ---- WIDTH W1/3116 SPACES
dD 1/4"DEEP(CONTINOUS)
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Uj / CQ i•M
H 12"DEEP 314"
I a COURSE STONE BASE
POURED IN PLACE CONC. (50)ern 50 tln.,feet TYPICAL CROSS SECTION
PRE-FORMED 3FT.X 5 FT.CONC.BLOCKS
SCALE:1 INCH=3 FEET
15 LIN.FEET
GOLDSMITHS BOAT SHOP, INC.
V ��' JUL 2 4 2�23 64150 Main Road, Southold
TOP VIEW
SCALE,1 INCH= 10 FEET PROPOSED CONCRETE BOA'S RAMP
Sou`utiold Town
Board of Trustees ( By: Aldo A. Kimack Dated: September 24, 2020
Rev. March10,2021 Rev.August 6,2022
FROM TOP OF BANK TO TOE: I'
5
FROM TOB TO MIN. FT.LANDWARD:
PLANT WITH LOWER OVA FRUTESCENS '
AND UPPER BACCHARIS HALIMIFLOLIA A PLANT WITH SALT TOLERANT AM.
,g�6'O.C.FILL BETWEEN WITH SPARTINA
BEACH GRASS AT V O.C. I' INTERTIDAL ZONE FROM MLW FROM TOP OF BANK TO TOE.
PATENS 6 i'O.C.
TO MHW:PLANT NON VEGETATED PLANT WITH LOWER IVA FRUYESCENS
AREAS W!LAYER OF JUTE EROSION
AND UPPER BACCHARIS HALIMIFLOLIA
CONTROL BLANKET AND SPARTINA 4 6.O.C.FILL BETWEEN WITH SPARTINA
SHEETS WILL BE JETTED IN
ALTENEFLORAgi)1 FT.O.C. PATENS Q).1'O.C.
SO AS NOT TO DISTURB
WETLAND VEGETATION J j FROM TOO TO MIN-5 FT.LANDWARD:
TOP OF BULKEAD;+3.5 FT.EL. PLANT WITH SALT TOLERANT AM.
I, 0 TOP OF RAMP TO+4.5 FT.EL. BEACH GRASS AT 1'O.C.
TOP OF BULKHEAD; 4.5 FT.EL. rN 2 CONNECTIONS WITH MHW
GRADE AT TOB VARIES FROMfj TOB:+4.5 FT.EL. BULKHEAD
3.6 FT TO 4.7 FT, j'
I � II
REESTABLISH ERODED BANK WITH FILL SET
MHW:+1.0 FT.EL.
P ru!A MAXIMUM SLOPE OF 2 TO I.USE JUTE
EROSION CONTROL BLANKET FROM TOE MHW;+1.0 FT.EL. ; r• GRADE IN CHANNEL VARIES
TO MINIMUM 5 FT.LANDWARD OF TOB r FROM 3.5 FT.EL.r1 TOP OF RAMP
I , TO 4.5 FT.EL.CONNECTION
f W!MHW BULKHEAD(pT 2 LOCATIONS
MLW; -1.5 FT.EL. MLW:-1.5 FT.EL.
FILL APPROX.300 CU.YDS.
TO BE TRUCKED FROM _
UPLAND SOURCE AS NEEDED i 0 ( I REESTABLISH ERODED BANK WITH FILL SET
A MAXIMUM SLOPE OF 2 TO I.USE JUTE
AREA FROM MLW TO MHW ig�PERMEABLE BULKHEAD EROSION CONTROL BLANKET FROM TOE
TO BE LEFT UNDISTURBED WITH NO ADDITIONAL PLANTING i TO MINIMUM 5 FT.LANDWARD OF TOO
TYPICAL CROSS SECTION: d
PERMEABLE BULKHEAD @ MHW TYPICAL CROSS SECTION
SCALE:1 INCH=5 FEET , PERMEABLE BULKHEAD @ MLW
f SCALE:1 INCH=5 FEET
I
6 FT.TO CENTERLINE OF PILINGS TOP OF BULKHEAD;+4.5 FT.EL.
i
f - -- -_
T.�_.. .._ --_ 4 .
6 FT.TO CENTERLINE OF PILINGS TOP OF BULKHEAD;+4.5 FT.EL.
i'
8"DIAM.PILING 0 6 FT.O.C. MHW:+1.0 FT.EL.
i 2"X2"X 16"CCA TOP CAP
3"X6"CCA BACK BOARD
e 11'X 12"CUTOUT '! (2)6"X6'WHALERS 11"X 24"CUTOUT
u 6 FT.O.C. SHOREGUARD CL 9900 VINYL SHEETS +6!4 FT.O.C.
d MHW:+1.0 FT.EL. MLW:-1.5 FT.EL.
I
T
_ HELICAL ANCHORS PLACED
ALONG BULKHEAD DISCRETION BOTTOM OF CUT
!, OF CONTRACTOR FOR ADDITIONAL TYPICAL ELEVATION «�—1.0 FT.EL.
SUPPORT AS NEEDED ----PfRML1� — —
BOTTOM OF CUT C C =-I
S MLW
I +1.5 FT.EL.
IUDLDSMITH'S BOAT SHOP, INC
TYPICAL ELEVATION �• I
J U L 2 4 2023
PERMEABLE BULKHEAD @ MHW 6 150 Main Road, Southold
SCALE;1 INCH=3 FEET i' Southold Town
Board ofTnlsteos PROPOSED PERMEABLE BULKHEAD .
PERMEAB�E BULKHEAD DETAIL @ MHW AND MLW W/ PLANTINGS
SCALE:'>I INCH=5 FEET
By., M. A. Kimack Dated: August 69 2022
Rev. Feb. 4, 2023
•2 2 `
GOLDSMITH'S BOAT SHOPS IN
7 3 .s � °�~� �s� ,ssR
\2 � 114 u � •6 � � ♦3'2 �2
. t �33 \',1 OTT 3
64150 Main Road, (Southold A
PROPOSED PERMEABLE BULKHEAD ,UL 2 4 2023 6 `� '0 �.`.��9,� o" S `3,4 \♦S96 ``s36 ♦131 ,2 s
pr
@ MHW AND MLW ?9 `�, J ;� ,2 8 6 ,`3 3
� 'A `sr: ,3 S� `6 T � �`� 3 S 3 �3 O
Southold Town \ s `S � \\ `09,1 8'P `•,\ems ` > `S sr6
T ` `�
Board of Trustees G 3 , T
MLW PERMEABLE BULKHEAD: 560 LIN. + / 0 91�ssff�` a)'`� ,� '6 \R 8�r ♦\6z `� \�AT� R`�4
2 T s \ `, .'K s . o
MHW PERMEABLE BULKHEAD: 804 LIN. FT. + I -
TOTAL MHW I MLW PERMABLE BULKHEADS: 1364 LIN. FT. + ! - 8 �s s `s
T ♦s T ��
By: M. A. Kimack Dated: August 6, 2022 `� 1 �� 0% s. s�
131
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' ♦ •''� SCALE:ON INCH=50 FEET 0 ;,
S.C.T.M.# DIST: 1000 SEC: 56 BLK: 7 LOT: 1 �oo
M AIN RoAD
E 89
7s:12'
—" 00 E 178.62' S '52'00" 152.58'
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JUL 2 4 2023
i l
Southold Town
Board of Trustees \
/77
D //c62 owo L1BER 12664 PG.63
TOz— -643' OVCRLAP
I CO
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1
RapoSEpeipAE
1 A R O/GS 1
GRAPHIC SCALE
I ` I ,o w iao avo
IN Fzrr
/ /---J �� �/ �' �"/ �J /—� � �J �� �� �,+�=/ �J �4g0• �� �/ PROPERTY LINE DIMENSIONS AS SHOWN
ON PREVIOUS SURVEY PREPARED
�� =l BY VAN TUYL AND SON, LISCC. 25626 THE NAaR xPFcr,+ncz aornaas AM¢smear
t EC pNlC �/ �/ \ .\ �� �, .1 l }7'20«�/—' �J �/ �/ /--/ DATED MAY 9. 1966 :Av aeDA✓'.QBT�Ra, 7TCR rTavr
�.
AREA: 701,850 SQ.FT. or 16.11 ACRES ¢EWencwDATUu.
— W / UNAUnrOR12ED ALIERAnOV oR ADDITION TO THIS SURVEY IS A WMABQV OF SFCROW 72M Lip THE NEW YORK STA7E EMCA77ON LAW.. COPIES Cr MIS SURVEY
NOT BEAPoNG Nr LAND SURVEYORY EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID]RUE COPY. GUARANTEES/NDICA7ED HEREON SHALL RUN
I6`4B,16• l ONLY TO 7W PERSON FOR WOM RIF SIIRWY IS PREPARED AND LW HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENOWG INSR7URON
USIEO NEREOV,AND TO THE ASSIGNEES OF THE LENDOCG INSVNnM,,GUARANTEES ARE NOr TRANSFERABLE
J STONE LSO CONC. IMF O'F n m OMEN90VS SNOW HEREON FROM NE PROPERTY LINES TO NE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE INEREFORE THEY ARE
RUBBLE JETTY J �/ NOT IN7ENCED 70 M0/1UMENT 7K PROPERTY LINES OR TO GUIDE RE ERECRON OF FENCES,ADDIDONAL STRUCTURES OR AND OTHER IMPROVFYENTS EASEmw7S
AND/OR SUBSURFACE STRUCTURES RECOWED OR UNRECORDED ARE NOT GUARA TEED UNLESS PHYSICALLY ENDENT ON 7NE PREULffS A T THE RME OF SURVEY
suavEY or.DESCRIBED PROPERTY CERTIFIED To: ALVAH GOLDSMITH JR.;
1LAP OF: LENEX ENTERPRISES INC.;
^1 aNy � EAGLE ABSTRACT CORP.; (TITLE FTI-S-24015)
��O I L STATED AT.GREENPORT FIDELITY NATIONAL TITLE INSURANCE COMPANY;
row OF:SOUTHOLD ffi7NSPB lA AOYCHUE IAND SU[MEYING,PLI.0
w SUFFOLK COUNTY,NEW YORK '"� Protoeelo..I Lad Sur,.yi g e 1 De-W
—
P.O.Bo:153 AqueDogue,Ne York m 11931
E 0 75-92 SCALE:1"=50'DAIS:JUNE' 12. 2015 mom(p'A98-lees FAX(031)29f L6C
N.Y.S.USC.NO.050882 mLLa,Yeiy W nm,Y.7 mewa T.emnep•a®e0]L roFo,«e
- ------------
°
H dro ra hic & Topographic Survey \
Goldsmiths Boat Shop Inc. -,a,w P, "IV Irv,�ti
Surveyed: January 20119 �� �° � q
' ;� N
Town: Southold ^� �� �P 11,
Suffolk County, NY ° ° \
c, � ,:'�\ W E
Datum: NAVD'88 �\ o
b'
/ p b
^7 0•.'b�q �h p•
•.
50' __;:_ '' b S
- b' ^� % y
•' b D� � i'q�jh r �� ` 0 q � b• b• / i,/ ' h/ �ro/�b�
/I Ly r.,;,,+. - / �;• b ry ,�. !, „� p,• 4fy. / ro• p
GO BOAT SHOP E r b °
IV
64150 Main Road, Southold ____ �.-_:.:. "_.: _.__.___� _.._1 ' o-M1 0 0 �° b !� Qc b� // �( A
o �\
)' 0 / / r,- b
PROPOSED DREDGING PLAN q q '/ i!��, ro F ! i ^• (3 \
SCTM 1000- 56-7 1 ' ^ "� 1 ' b t"0. 0
b /
By: M. A. Kimack Dated: October 17, 2020 ^ 0� ^ / / b� q ti i' i 1 i! `' bq '�/o ` 0�. q \
ti / A,' 0
y. 0 0 ' � r / / O b /O'�0 / ro'
V7 A:)' 0 000,' 0 i i'/ y o- / 1' / 0 b ' o- y. \
AD
NOTES. .', b b' ! b ! A,-
(1)
0 i / / O' h
1. Existing water depths surveyed January, 2019 "' ° b ° b \
/g
' ,b•�'7 q / '/°^.;` j/o , / 1 b'h r�, ( ^�° /��`•l',\ ' 0),q``'11 b // '•'1• �O ,rl,`•'\ \ ',
2. MLW set as -1�.5 El. as shown on survey q' a ti'i
Co. q
3. Proposed water depths throughout dredging area to be -5.5 El. `� ° b J /
b b ^���� ! / e ' �051
�'
4. Volume of dredging spoils to be removed is 5450 cubic yards q�q
i1
5. Dredging spoils to remain on site �� h� 7 p�' ^
ill Ibe accomplished with a combination back hoe and J ' b `} ' CO �q�q NO'
P o
6. Dredging w q
/9 b I i / ° ;'
dragline on bargesy l/ 1 0� <
/ it / 1 tJ j d • ,
v q �/ , / b' • ✓ \ b h i/ (^• , 0• O / •0 q Q
q•goj0 / q•
TYPICAL SECTION VIEWS b 4. 0/ ¢ b / °' C
SECTION A , ti.,'
h '\' 1 °' ti ' q- 5 0• / 1
/ o- 'h / h' 1 !/ / I� o o- O , ,\' o- /,� O. 1- / q- 0 / /
EL.��sc�G) �,by �\ s
..�.T ti ' b h� r ' �y 0 A ,// �' ' ' b ' i \ �o / 0io'gryr� ' y / �q' � ��\\/, ' '/6 a Y Zp S
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/ "�" 0 / �• � / / �/ � , v\• � / q• '1 / h 0^0 j�,�;'^. / // rema�l'!5�� } \ �s •�•J,6`
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A y /SQf7�Y. VW / b• 0 ' � 0 / i O �q. tk
1� '�
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SECTION B o� / h,/
O %, q /: ° ro / rL 4
Aj 1 / 0. 0 ' -'A } / , g• 0 S / 1• q 11ti , G \ a,
N.
g 0 , 0 br i b r' J 5. / / ,�`,L o. ,'V .). f ` s \ .
riD ET�i•..IA�V+� / ^�' O / �' o / i O'� '\ ; o b 4 h' ! J ^D' / h / a i p/ J1 \ \ d •r R
-� ,EFL.(AVU)(ivE"W1�0772?f!� b o q' h I
i4PiQ 700 YOS• RE/l®i�iF� / h' i f o q ! i ti .; ,o b 1°: ,�• / 0 .6 q' '°
' h' i r °' 0 h' I 1 b . ' /'
/ t. 0 / 6j' O r O' i /b o h ' ; L' 1 b� l ',1' b0 /i ii O O \ q
b' o , �. 0 i fo' b% ,, � o. / r b' / ' h q ,�' o \g o ,s
SECTION BB �.e �' `� b \ ( /.! `? o L b ! cr
Mtn u/ / / �i' r o- / / q o'Ib (0 0 /If 3 0
�' a v / �' / 0 0 r \ 'O \
� °' h °i )� `° 6 ti /s \ o l�o
-�Sor,ez.(NEk,'BD�J7� b• 0 i + .c o "'I ^ � ; � \, i,�y�� 6• q1 / � 4,1' � �
' ��^ / // Q i! '\ r, r� �b b 'v 1 / ° O lib' q � \\ \ \.,. rn�°
' �• �, E
---,QPPROX ?Sa CU•YDS, ,. q I i /"
h 9 b q/ 07 ( / h te q 1 O 5 0 I } ' g• , y? a 5 �\ \\ tt�.�u'
h'0^ O 1 - / 1\ ^O o °0 b S \ /b16 iy \� ; O \ \W i
SECTION C �, ^ �' b r o' \ \ \ b. g ,p�. \`� ,� .• \ do •O'�0
\\ '\ o-y 1 \ i s '� \ \ \ \� .gym
t r i1
" ,54F. • EL (Q )(N ) ~' o / / � ' 0' 4 C o /1 O ' e \ ' XS� //bry0 ! ( 1 �i� \��• Ss�� ` \ m��
/ t. b ti ti 1 + ( ��. t' o. �' 0 0' 5 \ /' �� ,a h 1 G, O,() f \\ •�s
A�PROx• /dSaCV YDS RFMD(/BU b' b q b i// r l! O,� c ,^°^C) 1. a O ��\ \ '\,5kg '�ri 00C � � \�� �o'r
0 /ry 0 \ / nj ti / y 1 0 r l u • ° O O / O' \ \ \ '\.y
/`\ 1 0 ' � ,), O i O.�j c� � � O ,\ O 'tom /� ' O Q` \ "�t,1. ° ° }'
SECTION D ' �y;1�-� It C(5/p• ,bi / ry 1 ^n; - �, \ � -�\ V ' q i O A \', '� '.\• �( ,
° / ,r h ,c , ' \ \ 100 Ft. x 120 Mon site storageN.
` °' sitefor approx. 5450 Cu. yds. of m,�s \mow •o
/ ° '\ b a Ib 0 > dredged spoils. To remain on site -5' Ir
qD
° ti / o y / e o`' a \ \\ b o. 1 1 as fill once dried.
AGPKD�'• lDOO CU. Y,DS. REryOVED o' 0 �" �' et / p
q c , , `L p fe
1 i p \ O' b ' 0 1 ' , 6 ' \ 1 0 a' c9 c
tib ti 0t ,�' -"56-
h I 0
/ 2 � .. 0• \ 6 r
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SECTION E /1'•
'' / 00 ,q 0 ' \ \ 25 i' \• , \ ii �2 \ 5 ��
\ \. / cJ 0 / o' b o. c C1,
5 0 1 q \ 1 ,i/ �3 9 \ kt S \ \
0 f b / o• q' / y \ i' \ 6 \ \S p \�ry�
\ \ / o ' o ' / 2'L '�' ' 0 ,O� / O 1\\ Ay ¢ \' �0 g ii 9 .a' \ \ O
0'� / 0 1 / t. O' / 6 2\ s 's
,EL (AvG)G�EW B T1. rL o. O' 0% 1 o- p• ,p" i.\ 5 �t�' 2,
0 / /�. ,\ / q / f \` O p!7 M < a o 1• ,�i'IC" �'L
Irb
APPROX. ?7.5-CU.YDS RE�tovED /v ,\ C `\,Oa S /ro6� 0�6 1 0 q \ r J9,'' 0• %i, 5 5p i5�
ti o' 3 1 1 a / .o'o
7 ��. 0 , ry. o. , 0� . 1 0 0 ` t Y: 3'a .o
/ ro
p• 0' / ro / g '�' / \ \ Q 0 i i2 �A• 2 8 A •9 i
I 1 0, \ h h \, � - Sr• �3 6 �`�• erg•
ti 0 ' ' oo. �1. \\ ~ 1 2 ,a a1 y S �y9 5.a
SECTION F . . q / �• o ' ,q 1. o° � �..� o "� - �- q '� • 1 -O� i' '
/ /ry N q / '/�? b , 01 \\ 6�', > / �� `,�Oh / 1' 0 /1 ro 1Q(� i+ \ 2 -ii 32 Ag 5,2 y� �yg 51
Iv q y / \, c 2 0 0 ' o 1 'h '1 IVY 1 `�" eet C
,rY rV O O ry. /1 O. \ /0 O r i , q ra ,} ♦ , } ` a� 6' �.i 2 5 /A ro 8 1 1 \
\, 0� �, 0• 1�\ S 3?3 a9 y' 9 5a 56 55 a9
e /� O ♦ O• , c
uElv �rmH) ti ° b o-h E 0 0 o b
S.SF7.El (AV&.)( o "� q y 6 �.
ti• ,� \•./`' o• 3• «' � •y 6• d�- \ 3•` . ' � , ' � ,5•A ,g• s 56 5� g5 y•a
2 ,\' L rc 6' \ y 1 i 0' '� 5 6 �y 9 9 - a �5 6 9
/ L'U YOS. Mt'}ViE.0 y l ti/ q y. o- , \� -- _ - a I. r r q dory / rO0 ' -0. 2� �° g �r� 1 9 -5
�(PPROX. 1 a - - - 5
a' , ro 5 i i' �C
,y tij _ R•y O�' �' : 'S- b / 1 �w 6• ro. \ 2•i! \ Si' 4� a 'S 9 6' A 3
q ro• \ i 1 / c 3 5 9 -g O
r /•\ / q. O \ , y• ^) rV• 0 L' 1. �, l �- - _ , �.� / 0 h. / 1 a• �2' a y 6
/ / \ / q• ° / b' O ' �' 0 ti� t �. 2 �� . 6 Jh ' °j /0. \ % 0
/ / t \ O' - Sb 6� O i5B
000ry \ ' b / 0q �'/ � 2 qO /1/ qq rl 0 Oa - - - q / ��' 3 k '\ �/ /a a9 I 0 ,6 6
_
,5• /�' O ,L' ^ b �2.� " i �29 a5 'S ,51 5' q
/ o-' OCO r 9 'r.' 2
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If If
moo' - \' ".� \ A 5 \ � ,a 6 ,5'2 �5 ,5• I � r - Dredge Spoils Storage
0 g1 ' \\� / ti• y ,^� 5 - -
! / / 0' t q / A:)
0 /\1• q /'��' E> �' /1' 05 �' O• `eC g. a -9
\ 0' 0� / y'Oq ^ \ 0 b / M �.� v , '5\ O ` �. \ _ \a �09 A ' /hE
/ \ / 5 , S 5 6 _ �/ ------ -
IF5
/ ! \ / o �� 2 ' o 2 � - _ .O '0 3 6 a 8 c 2 Surroundingsilt fence w/ha bales
b.
1 2'
0 / 0' ° ' t•' h 'S' r , ''� 2 '2 8 5� e ..ir•:;.;..;';-r.• A ,;:;•/h..Me- -�-''4.+•••,.••.. ..,i,,..
00
0 / 0 CD
e
1 �3 A • �3 '�a �3 a� �3 6 2 0 3 .6 f00 feet 40 feet To Wetland
/0 `L �0 01 yro i /33 �. .3A ' `�
// \\ ,0/05 3 \; 01 1 ' y� 1 as /35 �3� /3
/ lk \ �3 a /�3 TYPICAL DREDGE SPOILS STORAGE
\ 0- -35 1 I 3• SCALE;1 INCH= 3 FEET
ti t 5 b ROBERT H. FOX
NYS PLS# 50197
P. 0. Box 366
Aquebogue, NY 11931
/ \ /�•y 2A3/2014 6,56•21AM CAVIxu is 00 5ett"\bob for\De5ktop\90ldwiths 2019 Mpro