HomeMy WebLinkAboutBrewer Yacht Yard - File 3 of 4
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DANIEL S. NATCHEZ and ASSOCIATES, Inc.
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Oliice of the President
Supervisor Frank J. Murphy
& Soulhold Town Board Members
Town Hall
53095 Main Road (P. O. Box 728J
Soulhold, New York 11971
RECEIVED
SEP 3 1986
Suite 11 00
555 Aida Road
Mamaroneck, New York 10543.4002
(914) 698.5678
T-.. ('I","" ~"'lfIIold
Augusl 28, 1986
A tin:
Ms. Judi th T. Terry,
Soulhold Town Clerk
RE: BREWER YACHT YARD AT GREENPORT, INC.
APPROVAL of SOil REMOVAL PERMIT AMENDMENTS for
PROPOSED EXCAVATION. RELOCATION of a TRAVEL 1FT
WEll. BUlKHEADING. MAINTENANCE-DREDGING. and
RECONFIGURATION of FLOATING PIER ASSEMBLY
PROJECTCSJ
Deaf SIJp~rYI~or Murphy & Town Board Members:
We have been asked by BREWER YACHT YARD AT GREENPORT, INC,
(herelnaftur BREWER), to assist them in obtaining the necessary SOl J
Removal Perml t to undertake the above-referenced revised Modi f!cations
to previously approved Master Plan ProjectCs) ThIs letler wl I I
supplement our most recent letter to you of 04/22/86 Indicating that
we W 0 U 1 d b e see kin g a n Am end men t toy 0 u r pre v j 0 U S S 0 j IRe m 0 v diP e r m i t
Approval dated 02/05/85.
BHEWEti r~]I~ently received Permits from tht~ Army Corps (NQ. 1:3490), a
Modi fjed P~rml t from the New York State Departm~nt of Envlronmentdl
ConSBrvatlofl (NI). 10-84-0766), a New Yor:~ State Department of Statd
C0nsistancy Cartl ficate (No. F-85-254J, as w~l i as the approvals from
b1lth It),~ Town of Southold Town Board on 2/5/85 and Southold Pl.]onin,]
SOdr~ on 12: 17/34 d~ wel I as approvals from the Vi: I~ge of Grd0nport.
wllle!l w~r~ or :gln11 Iy requested to enabl~ BREWER to expand and upgrade
their "larina. Howaver, sinc~ th~ s~bmlSSIQn of the orjglnal
AppJ IC~tIOfl(1) for tfl~ propo$ed ProjectCs) over two plus years ago and
raC~ipt of at 1 the ne~essary reguJatr,ry approval3 earlier th!5 y~ar.
,.;conO:TlIC .:!.ilrj IOr]i:;tlG fJ.ct,)::-; make it n'~cl~s:'.,J;j to !j:~~~i;, f~rnl:~ndlfl(~nt(;;)
II) the pr~~luu~ly app!'ov~d rroject(j) Th0 req'J,]sted Amen,imentCs)
D~ln~ ~O~gtl~ by BREWER consi~t at a modi fiod de~lgn of the oflgtnJt
proj~c whr~h BREWEn bet ieves IS Inor~ loq.stlca! ly and economically
f,'~a:':'lb;'" t,) Gun,tru';t ann opera.te
BREWER IS now seeKing a revised Soi J Removal Permi t Craplacing the
proviously-expir~d approvalJ 10 excavate a tolal of approximately
thirty-nine tnousand nine hundred thirty cubic yards (39,930 Yds.3)
from an area of approximately sev~nty-ei9ht thousand five hundred
SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
sixty-five square feet 178,565 Ft.-) [see SHEET NO.6 - PROPOSED
EXCAVATION & DOCK REMOVAL!. BREWER is seeking approval to excavate a
boat basin [somewhat smaller than previously approved Isee SHEET NO.5
PROPOSED EXCAVATION & DOCK REMOVAL, Comparison of Previously
Approved Plan & Current Proposal)! and instal I a 25' x 45' in-ground
swimming pool. IThis is a reduction of approximately 30% in area and
25% in c~bic yards over the previous approval by your Board.)
We would like to bring to the Board's attention that the one year time
limit associated with the Soil Removal Permit can interrupt this
Project at a critical stage or can expire just as BREWER receives the
final approvals from all regulatory agencies. In many cases, a
Project such as this can take up to 1.5 to 2 years to construct from
the time all approvals are received from all necessary regulatory
agencies. Further, it can take up to 1 year or more to receive al I
the documentation for all of the approvals. Therefore, we
respectfully request that the Soi I Removal Permi t be approved by your
Board with the condition that the effective date of the Permit to be
on the dav the Proiectls) receives all necessary reaulatory approvals
and construction actually beains. Therefore, the one II) year Permit
will COmmence on said effective date of the actual construction. We
would also request that two (2) six (6) month extensions be approved
at this time, which would allow BREWER to complete the Project Is) in a
timely manner.
Enclosed, please find two (2) copies of our Specific Request for Town
Board Approval of a permit for the Excavation and Relocation of the
Topsoil and Other Materials to the Same Lot and Adjacent Sites, as
Specified in Chapter 81-4 ID and G); "Soil Removal" as required by the
Town Code.
It is important to note that the previously approved ProjectCs) were
given a negative declaration from all environmental regulatory
agencies including the NYS Department of Environmental Conservation on
September 26, 1984, stating:
"The proposed action will not have a significant effect on
the environment... the proposed project wi I I not
significantly affect the freshwater aquifer of the
peninsula. The peninsula periodically floods with tidal
waters there by el iminating the freshwater aquifer from
consideration as a source of potable freshwater to this
area. II
<
The revised excavation and bulkheading aspects of the ProjectCs) wi I I
not cut into the upland Cin a northerly direction) as far as the
previously approved ProjectCs). Previously, the excavation plan was
to create a deep "U" shaped basin Cextending approximately 400' upland
from the existing bulkhead) and now BREWER proposes a "trapezoidal"
shaped boat basin which parallels the shorel ine and extends upland
only approximately 220' from the existing bulkhead at its deepest
<Page 2>
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SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
point (or an approximate forty-five percent [45%] decrease in the
excavation distance from the existing bulkheadl. This comparison is
shown on SHEET NO.5 - PROPOSED EXCAVATION & DOCK REMOVAL.
Deposition of the excavated and dredged material(s) [which will be
approximately 20% less than the originally approved ProjectCs)] will
sti I I be at the previously approved sites at BREWER's upland, at St.
Agnes Cemetery immediately west and adjacent to BREWER's property, and
at St. Agnes Cemetery adjacent to BREWER's on the north side of
Manhanset Avenue. [See SHEET NO. 12 - PROPOSED EXCAVATION & OFF-SITE
DISPOSAL AREAS Existing Topography; SHEET NO. 13 PROPOSED
TOPOGRAPHY of RELOCATION SITES, and SHEET NO. 15 - ON-SITE DISPOSAL &
GRADING PLAN.]
For your further information, we have enclosed copies of documentation
as well as copies of BREWER's ApplicationCs) as specified below,
1 )
Support and
including'
background
information
on the ProjectCs),
a)
Comparison of Previously Approved
Modi fied Proposed ProjectCs),
vs.
Revised
b) Project Description within the Town of Southold,
c) Supporting Information
i) Impact on Fresh Water Supply
i i) Impact on Marsh Area
i i i) Upland Relocation
Ma t e ria I C s )
of
Excavated
and Dredged
2) Southold Board of Town Trustees as required by Chapter
97 of the Town Code - Wet lands;
3 )
Southold
required
from the
Planning Board Site Plan
by Chapter 100-130, "Zoning"
Code of the Town of Southold,
Approval, as
- Article XIII
4) Army Corps of Engineers;
5) N.Y.S. Department of Environmental Conservation;
6 )
N.Y.S.
and
Department of State - Coastal Management Program;
7) Vi I lage of Greenport.
We also specifically cal I your attention to our joint detai led Letter
of Support to the Army Corps of Engineers, the N.Y.S.D.E.C. and the
N.Y.S.D.O.S. dated 08/27/86. This letter discusses the background of
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SOUTHOlD
SUPERVISOR & ~N BOARD MEMBERS
_ BREWER GREEN PORT - REVISED SOil
.
REMOVAL PERMIT - 08/28/86
the marina, aspects of the Project(sl within both the Town of Southold
and the Vi I lage of Greenport, the need for the amended Project(sl, and
the alternatives considered.
We would welcome
convenience. If
ca I I us.
the opportunity to discuss this appl ication at your
you have any questions, please do not hesitate to
Sincerely,
DANIEL S. NATCHEZ and ASSOCIATES. Inc.
4~///./~/--
/V4 ~,~
"'
President
By'
DSN/j I j
Enclosures
cc, Army Corps of Engineers
N.Y.S.D.O.S.
N.Y.S.D.E.C.
V i II age of Greenpor t
Southold Planning Board
Southold Board of Trustees
BREWER YACHT YARD AT GREENPORT, I NC.
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SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
Comparison of
Previouslv Approved vs. Revised Modified Proposed Proiect(s)
There are several differences and
approved Master Plan Project(.)
f 0 I low i n 9 c h art at temp t s top r 0 v ide
similarities between the previously
and the proposed Amendment(s). The
a summary of these:
AMENDED MASTER PLAN PROJECT( S) in TOWN OF SOUTHOLD
I I "0'000' Previously
Approved Net
Expansion Changers)
Mo d I f I cat Ion ( s )
Maximum Number
Boats - Southold 65 90 -28%
(Boats -
Total Pro j e c t) ( 180) ( 180) 0%
Total Excavat ion
I
Cu. Yd.. 39,660 52,950 -25% I
Sq. Ft. 77,440 111,275 -30%
Maximum Depth -8.0'MLW -8.0'MLW 0%
Total Dredg i ng I
Cu. Yds. 450 450 0% II
Sq. Ft. 2,625 2,625 0%
Maximum Depth -8.0'MLW -8.0'MLW 0%
Total Lineal Ft.
Bulkhead 990 1 , 130 -12%
Main Dock(s) 750 425 +43%
F i ng e r Pier(s) 1,080 1.360 -20%
Ramps 48 288 -83%
Total Pi les 65 4 1 +37
'Travelifts' 2 I 1 I + 1 II
Swimming Pool 1 0 + 1
Excava t ion:
Cu. Yd.. 270 0 +270
Sq. F t _ 1.125 0 + 1.125
Boat Buildings 3 2 + 1
Clubhouse Building 1 1 0
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SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08128/86
The basic differences affecting
Removal Permit are as follows:
the
granting of the Soi I
1) The previously approved "UN shaped boat basin extended
upland from the existing bulkhead approximately Four
Hundred Feet C400'). The proposed AmendmentCs) for thi s
aspect of the ProjectCs) proposes a 'trapezoid'
ex ten din g up I and from the ex i s tin g b u I k h e a d
approximately Two Hundred Twenty Feet (220'). This
represents an approximate 45% decrease over the
previously approved ProjectCs) in the distance of
excavation into the upland from the current shorel ine.
I twas prev i ous I y determi ned that the area to be
excavated is on a peninsula which is not considered to
be a source of fresh water for other areas therefore the
previously approved excavation of 645' upland would not
interfere with any sourceCs) of fresh water for the
area.
2) The v 0 I ume 0 f ma t e ria I to bee x c a vat e d to - 8 MS L' from
the approved "UN shaped boat basin was a total of
approximately Fifty-Two Thousand Nine Hundred Fifty
Cubic Yards C52,950 Yds.S) whereas the proposed
Amendment for the 'trapezoidal' excavat ion to -8 MLW'
requires the removal of a total of approximately
Thirty-Nine Thousand Six Hundred Sixty Cubic Yards
C39,660 Yds.S), or a reduction of Thirteen Thousand
Two Hundred Ninety Cubic Yards (13,290 Yds.S), or
approximately Twenty-Five Percent C25%) less than the
original Project(s) volume. The reduction in the volume
of material to be excavated wi I I provide a savings to
B R EWE R 0 v e r the i nit i a I Pro j e c t ( s) co s t for ex c a vat i n g ,
t ran s p 0 r tin g and d i s p 0 s a I 0 f the ma t e ria Is. I n
add i t ion, i t wi I I mo des t I Y red u c e the time n e c e s s a r y to
complete this aspect of the Project(s), and the overal I
time necessary to finish the upgrading and
reconfiguration of BREWER's facility.
3) Two travel ifts wi I I be provided as opposed to one
previously approved. One (1) in-ground swimming pool,
one (1) boat building and one Cl) club house
[relocated] wi I I be constructed which were not covered
in the previously approved project.
PROJECT DESCRIPTION WITHIN THE TOWN OF SOUTHOLD
BREWER is seeking approval to Amend the proposal previously approved
by the Southold Town Board to expand and upgrade their marina, as
follows: CNote: The following description only includes those
portions of the overal I project which are in the Town of Southold.
The project site lies partially within the Incorporated Village of
Greenport and the Town of Southold. The project is contingent upon
receiving approvals from both entities. as wel I as the other governing
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SOUTHOLD
.
SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL
.
REMOVAL PERMIT - 08/28/86
regulatory agencies. For
attached joint Letter of
Engineers, the N.Y.S.D.E.C.,
the complete Project
Support dated 8/27/86 to
and the N.Y.S.D.O.S.)
Description, see
the Army Corps of
1 )
Excavate a "Trapezoid shaped"
approximately 39,660 cu. yds. of
area of approximately 77,440 sq.
PROPOSED EXCAVATION & DOCK REMOVAL].
boat basin and
ma t e ria I from an
ft. [see SHEET
remove
ove r a I I
NO. 6 -
2) Remove approximately 225 lineal feet of existing timber pile
bulkhead that extends from Dock *2 to the lift wel I and is
located along the south end of the proposed boat basin. The
excavated bulkhead wi I I be disposed of upland by a local
carting company [see SHEET NO.6 - PROPOSED EXCAVATION & DOCK
REMOVAL) .
3) Construct and maintain a timber bulkhead totalling
approximately 990 I ineal feet [approximately 955 I ineal feet
of which is along the west. north, and east perimeter of the
proposed boat bas i n and Ii f t we II, and approx imate I y 35
I ineal feet is a wood subterranean bulkhead on the southeast
shorelinel. The wood bulkhead will consist of approximately
3" to 4" thick timber sheeting and approximately 14" diameter
p i I e s d r i v e nap pro x i ma tel y 14 . 3 fee t below Me a n Low Wa t e r
into firm bottom materials to provide an adequate base. In
addition, there wi I I be a sufficient tie-back system
consisting of vertical anchor piles that will be attached to
each timber pile along the bulkhead with 2" diameter
tie-rods. No tie-back system is envisioned in the area of
the subterranean bulkhead. The subterranean bulkhead wi I I
tie into nearby sections of the proposed bulkhead which forms
the east side of the proposed basin [see SHEET NO.3 - SITE
PLAN MAP].
4) Relocate and exoand a travel ift wel I by removing the existing
travel ift consisting of one (1) runway extension
approximately 40' in length located between Dock *3 and Dock
*4. The proposed combined travel ift well (approximately 50'
x 40') wi I I be excavated along the north side of the proposed
boat basin and wi I I be able to accommodate a 20-ton and a
60-ton travel ift [see SHEET NO.3 - SITE PLAN MAP].
5) Construct, Instal I. and maintain a series of new floating
pier (dock) assemblies [see SHEET NO.3 - SITE PLAN MAP and
SHEET NO. 9 RECONFIGURATION of DOCKS, Comparison of
Existing Conditions & Current Proposall. as follows:
DOCK A located along the west perimeter of the proposed
basin consisting of a) approximately 190' x 6' of main
float; b) five (5) finger piers approximately 40' x 4'
located along the east side of the main float; c) one
(1) timber ramp approximately 12' x 3' located along the
<Page 7>
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SOUTHOlD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOil REMOVAL PERMIT - 08/28/86
at the north end of the main fl.
d) eight (8) timber pi les approximately
12" in diameter and 40' in length located
at the ends of each finger pier, adding
stabi I ity to the structures.
DOCK B located in the center of the proposed boat basin,
consisting of: a) One (1) main I ine of floats
a p pro x i ma tel y 1 85 ' x 6 ' , b ) 0 n e ( 1 ) t i mb err amp
approximately 12' x 3' located at the north end of the
ma i n f loa t , c) Six (6) fin g e r pie r sap pro x i ma tel y 35' x
4' located along the east side of the main float; d) six
(6) finger piers, approximately 40' x 4' located along
the west side of the main float; and e) Seventeen (17)
t i mb e r p i I e sap pro x i ma tel y 12" i n d i ame t era n d 40' i n
length located at the ends of each finger pier, adding
stabi I ity to the structure.
DOCK C located in the center of the proposed boat basin,
consisting of: a) one (1) main I ine of floats
approximately 180' x 6', b) one (1) timber ramp
approximately 12' x 3' located at the north end of the
main float, c) five (5) finger piers approximately 35' x
4' located along the west side of the main float, d) and
seven (7) finger piers approximately 30' x 4' along the
east side of the main float, e) twenty (20) timber pi les
approximately 12" in diameter and 40' in length located
at the ends of each finger pier, adding stabi I ity to the
s t r u c t u r e .
DOCK D located on the east side of the proposed boat
basin consisting of a) one (1) main I ine of floats
approximately 195' x 6', b) one (1) timber ramp
approximately 12' x 3' located at the north end of the
main float, c) seven (7) finger piers approximately 30'
x 4' along the west side of the main float, d) eleven
(11) timber pi les approximately 12" in diameter and 40'
in length, located at the end of each finger pier,
adding stabi I ity to the structure.
6) Maintenance-dredae a triangular-shaped area approximately
2,625 sq. ft. to an average depth of 8' below Mean low Water,
and remove approximately 450 cu. yds. of material as measured
IN PLACE [see SHEET NO. 11 - MAINTENANCE-DREDGING MAP]. The
area within the Town of Southold to receive
maintenance-dredging, is located throughout the existing
docking facility. All maintenance-dredging activities will
be undertaken by clam shell and barge andlor dragl ine
ope rat ion s . The ma t e ria I be i n g d red g e d wi I I be p I ace don
BREWER's upland property, semi-dried, and then relocated as
described (in #7) below.
<Page 8>
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SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREEN PORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
7) Ueland Relocation of the Excavated and Dredaed Material:
Approximately 44,090 cu. yds. of material wi I I be excavated
from the pro p 0 sed boa t bas i n wit h a n add I t ion a I 10,500 cu.
yds. of material removed by the maintenance-dredging
operations in both the Town of Southold and the Vi Ilage of
Greenpor t. All of the dredged mater i a I s wi II be mi xed wi th
the ma t e ria I s be i n g ex c a vat e d and de p 0 sit e d up I and at t h r e e
different locations. The proposed disposal sites are: 1)
On-site disposal of approximately 2,500 - 3,500 cu. yds. 2)
St. Agnes Cemetery located adjacent to BREWER MARINA on the
North side of Manhanset Avenue. Approximately 42,100 cu.
yds. wi I I be deposited on this undeveloped 11.8 acre site
[see SHEET NO. 12 - PROPOSED EXCAVATION & OFF-SITE DISPOSAL
AREAS, Existing Topography; SHEET NO. 13 PROPOSED
TOPOGRAPHY of RELOCATION SITES; and SHEET NO. 15 - ON-SITE
DISPOSAL & GRADING PLAN].
8 )
RELOCATE an existing
35' plus additional
bulkhead approximately
bulkhead [see SHEET NO.
upland club house approximately 30' x
decking 20 feet from the existing
70 feet from the to-be-constructed
3 - SITE PLAN MAPJ.
9) CONSTRUCT an upland in-ground swimming pool approximately 25'
x 45' plus accompanying 10' cement apron, fencing, and,
screening approximately 40 feet from the proposed new
bulkheading [see SHEET NO.3 - SITE PLAN MAP].
10) CONSTRUCT an upland boat maintenance and storage bui Iding,
mast shed and bathroom faci I ities total ing approximately 110'
x 120' located approximately 75 feet from the new proposed
bulkhead [see SHEET NO.3 - SITE PLAN MAPJ.
11) CONTINUATION of a Reconfiauration Perimeter Condition which
would allow BREWER to continually change only the
location[s), widthCs), and numberCs) of pileCs), dockCs) and
ramp ( s ) wit h i nth e R e con f i au rat ion Per i me t e rile n vel 0 p ell
[shown on SHEET NO. 10 RECONFIGURATION PERIMETER dated
07/29/86 prepared by DANIEL S. NATCHEZ and ASSOCIATES, Inc.J
provided that the number of boats would not exceed one
hundred eighty (180) and no additional bulkheading, dredging,
excavation or filling could take place without the prior
required regulatory approvalCs).
12) A PERMIT CONSTRUCTION PERIOD ending 06/30/92.
SUPPORTING INFORMATION
Impact on Fresh Water Supply
A I I age n c i e s pre v i 0 u sly e x am i n e din de p t h the po S sib I e
adverse impactCs) on the fresh water supply and concluded
that the previously approved end more extensive ProjectCs)
wi I I have little, if any, effect on the fresh water supply.
<Page 9>
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SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
The proposed
of an ef.fect
ProjectCsl.
revised modified projectCsl will have even
because of the difference in size of
less
the
According to Robert A. Vi I la, P.E., Chief Engineer for the
Suffolk County Division of Environmental Health, professional
hydrologists from the Suffolk County Health Department
conducted a field inspection and reviewed the previously
approved projectCsl which extended into the upland
Forty-Eight and Two-Tenths Percent C48.2%l further than the
presently proposed AmendmentCsl. Their conclusion is, that:
"Since the peninsula where the Project is
i s not rea I I Y a sou r ceo f the V i I I age wa t e r
we CSuffolk Countyl have no objections
proposal.. .11
located
supply,
to the
In order to maintain the integrity of the fresh water/salt
water interface, BREWER proposes to undertake the ProjectCsl
with the use of tight interlocking wood sheeting for the
bulkhead. The bulkhead wi I I be constructed around the entire
area being excavated and wi I I extend from a height of
approximately Six Feet above Mean Seal Level C+6' MSLl, to
approximately Ten Feet below Mean Sea Level C-l0' MSLl.
Imoact on Marsh Area
A recent site investigation indicated that a section of the
marsh, from its south west corner back to an existing
deteriorated subterranean bulkhead, had begun to wash away.
The amendments to the previously approved projectCsl include
replacing the deteriorated existing subterranean bulkhead and
extending the new subterranean bulkhead to stabi I ize the
southern edge of the existing marsh area. The proposed
subterranean bulkhead wi I I be a protective barrier to prevent
further erosion of the marsh due to storms, natural tidal
action, backwash from boats passing through Stirl ing Basin
and activities at the publ ic boat launch directly east of the
marsh.
Upland Relocation of Excavated and Dredged MaterialCsl
The proposed upland relocation of excavated and dredged
materialCs) wi I I be identical to that previously approved but
will be Twenty Percent C20%) less than the previously
approved excavation ProjectCsJ. Excavated materialCs) from
the boat basin, 'travel ift' wet I, and al I maintenance-dredged
materialCs) wi I I total approximately Fifty-Four Thousand Five
Hundred Ninety Cubic Yards C54,590 Yds.3) to be removed
from the projectCsl site. Of this, approximately Ten
Tho usa n d F i f t Y Cub icY a r d s C 10,050 Y d s . 3 ) wi I I be from
maintenance-dredging within the Village of Greenport; Four
Hundred Fifty Cubic Yards C450 Yds.3) from maintenance
<Page 10>
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SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
dredging within the Town of Southold; Thirty Nine Thousand
Six Hundred Sixty Cubic Yards (39,660 Yds.~) from upland
excavation within the Town of Southold; and Four Thousand
Four Hundred Thirty Cubic Yards (4,430 Yds.~) from upland
ex c a vat ion wit h i nth e V i I I age 0 f G r e e n p 0 r t . A P pro x i ma tel y
Two Thousand Five Hundred to Three Thousand Five Hundred
Cubic Yards (2,500 Yds.~ to 3,500 Yds.~) of these
material(s) will be relocated on-site in order to attain the
proper elevation(s) and contour(s) for improving the drainage
patterns and for accommodating the additional related
activities such as automobile parking, boat storage, boat
repair and maintenance services.
There wi I I be approximately Twelve Thousand to Fifteen Thousand Cubic
Yards (12,000 Yds.~ to 15,000 Yds.~) of material(s) deposited
on-si te and along the east side of SI. Agnes Cemetery which is
contiguous to the area that needs to be fi I led along the west side of
BREWER.
A small section of tidal marsh grass (SDartina ~.) located
in the east side towards the southern corner of the site has
been identified; NO FILL WILL BE PLACED ON OR WITHIN
TWENTY-FIVE FEET (25') OF THE MHW LINE IN THIS AREA. This
special condition will help insure the productivity of this
sensitive intertidal marsh zone.
Most of the material being removed [approximately Forty One
Thousand Cubic Yards (41,000 Yds.~)l. wi II be transported
a c r 0 s s Ma n h a n set A v e n u e to a sit e 10 cat e d d ire c t I Y a c r 0 s s
from BREWER. All of the materialCs) will be trucked into the
p rima r y rei 0 cat ion sit eat a poi n t d ire c t I Y a c r 0 s s from
BREWER's entrance drive on Manhanset Avenue. This
undeveloped Eleven and Eight-Tenths (11.8) acre site is owned
and maintained by St. Agnes Church and wi I I be used as a
future cemetery once the area has been upgraded and improved.
There has been further discussion between BREWER's and Saint
Agnes Church regarding the grading and landscaping of St.
Agnes' property. To the extent possible the evergreens that
presently exist Cwhich are relatively young) wi I I be
preserved and replanted on ei ther the Church's or BREWER's
property. The grading wi I I be as shown on the attached Map.
The surface wi I I be protected with straw mulch seeded with a
hear ty grass in a manner s imi lar to that in wh i ch road beds
or other irregular slopes are planted in highway or other
construction projects_ In addition. swales will be graded
around many portions of the property to insure that there
wi I I be no surface runoffs onto the roads and adjacent
pro per tie s . The r e wi I I be a nap pro x i ma t e 25' b u f fer are a
between the existing three wetlands areas and the placement
of the excavated materials. The mature trees which are on
the easterly side of the property and along parts of the berm
of the old disposal area wi I I be preserved.
(Page 11)
.
. .
SOUTHOlD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOil REMOVAL PERMIT - 08/28/86
In short. the primary relocation site does not represent a
significant or critical environmental habitat. In addition.
because of its proximity to BREWER [approximately Fifty Feet
( 50' ) sou t h . a c r 0 s s Ma n h a n set A v en u e I, a I I t r u c kin g
operations to and from the area wi I I not cause any
disturbance to any of the nearby residents. A temporary
a c c e s s d r i ve i n tot he sit e wi I I ex ten d d ire c t I y a c r 0 s s from
the existing entrance drive at BREWER. There are no
o b s t r u c t ion s 0 r t i g h t cur v e sat t his poi n t a Ion g Ma n h a n set
Avenue.
A mo red eta I led des c rip t ion 0 f i s sue s rei ate d tot he pro j e c t ( s) can be
found in the attached joint letter of Support dated 08/27/86 to the
Army Corps of Engineers. the N.Y.S. Department of Environmental
Conservation. and the N.Y.S. Department of State.
DSNI j I j
<Page 12>
(File in' Du~iicat~
..l.v..l,., VJ.' ~........ ...u...........,
.
Fee__
Paid
Tm'~~ CLE?J(' S OFFICE
SQUTHOLD, NEtV YOfLl\.
APPLlCA TION FOR PERMIT FOR SAND AND
GRAVEL PIT OR OTHER EXCAVATION PURPOSES
1. Name of Applicant BrS-:.''2r Yacht Yard at Greenport, Inc.
2. Address of Applicant Manhaset Ave. Village of Greenport TcMn of southold
LOUIU::y 01. ~u.rlul:h. ~UJ.Lt:;: u[ Hew ..l.u.Lk
3. Detailed statement of proposed operations Excavate a trapezoid shaped boat basin
within an area of approxirrately 77,440 sq. ft. to a depth of 8' below MLW and
rerrove approxima.tely 39,660 cu. yds. of rraterial. Excavate an area approximately
.,
1125 sq. ft. to install a 25' x 45' pcxJl ranging fran three to ten feet deep,
rerrovino approximately 270 cu. yds. of material. All materials being rerroved
total of 40,380 cu. yds. fran all excavation and maintenance dredging operat:ions
will be relocated upland at 3 locations. SEE IEI'I'ER FR()M DANIEL S. NA'lUIEZ and
AS~TJ'\'T'R~ TNr. datF-d
4. Names and addressee of all property owners of record within 200 feet of the
outside boundaries of the premises within which operations are proposed to.
be performed. .
West - St. Agnes Church Greenport, New York 11944
East - 'Down of Southold
North - St. Agnes Church - Greenport, New York 11944
5. The following must accompany this application unless waived by the Town
Board. If applicant requests a waiver of any of the following items, applicant
should insert at the end of application subdivisions for which a waiver is
requested.
A. Detailed statement of the proposed operation together with a
plan of the area proposed for excavation or for removal of
top soil which shall show condition of the plot or premises
before operations and the proposed condition of the same
after operations are completed, such plan to be prepared by
a duly licensed engineer or land surveyor and drawn to scale
showing all adjoining streets, location and dimensions of
premises, the location, size and use of any existing buildings.
B. A topographic survey of the premises prepared by a duly
licensed engineer or land surveyor showing contours at 10
foot intervals, using Coast and Geodetic Survey datum.
C. Duly acknowledged consents of the owner of the premises and.
mortgagees, if any.
.
.
D. Receipted tax bills or photostatic copies thereof or other
proof showing payment of all taxes and assessments against
premises for which an application is requested.
E. A proposed comprehensive plan for the rehabilitation of the
premises together with a schedule of progress therefor. Such
plan to Bet forth the ultimate contour and grade of the area
upon completion of work, describing the area to be refilled,
top Boiled and seeded and specifying the amQunt and extent
thereof to be performed before December 31st of the year for
which permit is being applied for.
F. Estimate prepared by a duly licensed engineer or land surveyor
of the total number of cubic yards of material to be removed
from the property during the permit period.
6. Applicant hereby requests a waiver of the requirements of paragraph 5, sub-
divisions , , , , , .
:Ject:"" 5 ;paragraphs Ta1i1l aas-we= Section ll.
Dated:
August 28, 1986
~~Plicant
Brewer Yacht Yard at GreenfX)rt, Inc.
Corporation
By ~~,.~~
i ature of Offi er
Sworn to before me this 28th
day of /?st, /) lJ1~'
<i;~~ / . " ,/; iLl<-'
, Notary I['blic
LESUE J. MILlER
-ry PubIIo. Stat. of N__
No, 4831506
QualifiMi in Westchester County" c z..
Commission Expire. March 30. 19"'-T
-2-
~
'.. -;!':
....I.,.,::...
,"
~". "
.
.
TCWN OF SOUTHOLD
SU""OLK COUNTY. N Y
MAI<EALL
FUNDS
P....,....BLf
'0
51&-7M-t&oJ
SWIS':'413801 'ROlL'SEC':-1
Cl$:510 ACRES: .25
-I "A"HUSET' AVE
:TAX"CODE:: :148
. ..:
RECEIVER OF TAXES
GEORGE MELLAS
TOWN HALL SOUTl-tOlO. N Y 11;11
'"'ON TO 1'''', 1100...... TQ400PU
CLOSED ALL LEGAL HOUOAYS
CLOSeQ.SAT
1983 - 1984 TAX LEVY
TAXES BECOME A LIEN ON DEe 1ST
.1".,. '",,,, ..."t:AA$ ..
......._ 'Y_ OL ""-,... _..... -...
0.,. o"".~" C.............. r...........
C~"......C_."'"-_....
~~~~..:;-'_':':..l;.:= !
TAXA8LE \l'MoUE '
TAXES
BILL NO.
291
COUNT.....
TOWN
.
. ~3;200
,3,iOO -
__~;.200
'101..8
70..9
718..8
SUFFOLK COUNTY TAX MAP NUMBER
3.....6....1
.~.
-'
SCHOOL
SP OISTRICT-
3200
~-'-- "- --"'--"'-"'- f--
. '::;';;:~ --
BREWER"S YACH'll Y1\:RDi\.T
GREENPORT I
MANHANSET AVENuE
GREENPORT, N. '{.
-"- .
~. .<<:."~~,-:-
LAND VALUE
AsseSSED VALUATION
.1000
.,Tl:iER
,
VET EXEMPT
AGED EXEJolPT OTH. EXEMPT
TOTAL TAX
891..6
11944
CODE
SCHOOL DISTRICT
,
- - -- --~ -,--.-
PENALTY
473810
.
TOTAL
RECEIVED PAYI.4ENT FIRST HALF TAX
RECEIVED PAYMENT SECOND HALF OR TOTAL TAX
RECE,PT NC
17691
OA TE PAID
05-31-84
AMOUNT PAID
445.81
REC~'9f% 6
o 1-fd;:~~
.~~~:~
"2~E T"'xE5 .....E P"'...A8LE e... CHECK CASH OR MONEY ORDER. CHECKS
W~L~ Be A.CCEPTED SUBJECT TO COLLECTION ~OR WHICH THIS O~~ICE ASSUMES
Nt; <lE~CaI>;5IS'L1T'" "-C ::AS'" BY ~"'IL NO 31'10 P"'RTY eMfCK POSTAGE ST...""PS
"''':'~ .:.t;CEcTED "0 POST D"'TED CHEC,",S A,CCePTED
NOTICe
SECOND HALF TAX M"'Y SE 1'>\10 AT THE SAME TIME THE ~IRST HALF IS DUE AND PAYABLE
SECOND HALF CAN se: ~AIO A.T ANY TIME UNTIL MAY JI~l. WITHOUT PENALTY
PLEASE READ THE REVERSE SIDE
ORIGINAL
'5l:F~O:..>( COUNT'" NY
MAKE ALL
FUNDS
PAYABLE
'"
RECEIVER OF TAXES
GEORGE MELLAS
SWIS : '473889 ROLL
CLS: 570 ACRES:
IlANHAHSET AVE
TAX-CODE: 145
TOWN I-4ALL SQUTHDLD. NY 11971
MON TOFl'll iOOA.M. TO~OOPM
CLOSED ALL LEGAL HOLlO"'YS
CLOS~ SAT
516-76~laoJ
1983 - 1984 TAX LEVY
Ti"WN OF SOUTHOLD
~
SEC :
9.50
1
TAXABLE VALUE
I
I
I
27,9001
27,9001
21,9001
21,9001
I
i
888.03
1,699.56
6,261.26
253.25
,.~
_~'. . u.....
.... .:.:::..:-~.:.
. -"." ,.. . ........_-,...... I
BILL NO,-
sur;:QI..K COUNTY TAX MAP NUMBER
4396
COUNTY
TOWN
SCHOOL
SP DISTRICT
43.-3-2
:""':"NC '",l.V.:E
I ASSESSED VALUA TlON
1R40C i 27900
e:J.~-.lP": i ..GEe EXEl.lPT! OTH EXEI.tPT j
Brewer's Yacht Yard
Greenport, Inc.
Manhanset Aven:.le
Greenport, N.Y.
At
"!o1Ei=l
i
,
,
'0'" ,^, I
-9,108.10
I
I
,E7
11944
I i PENALTY t
:::,")::E I SCI'<OOL DISTRICT I
TOTAL
473810 I
RECEIVED PAYMENT SECOND HALF OR TOTAL TAX RECEIVED PAYl.lENT FIRST HAL~ TA)(
DATE PAID ...MOUNT PAID RECEIPT ~o DATE PAID "MOUN T PAID
;; ~ .:::.i'T "".:
3341~ 05-31-~4 -~ r - f ,.4,554,,-0), " 29165 01-10-64 4,554.05
"':'~E ~AtES .HIE PAYABLE BY CI-4ECK. C"'SI-4 OR ""ONEY OROER. CHECKS NonCE
,\O_~ E;E "'C:EP~E:J SL:BJECT TO COLLECTION FOR WHICH THIS O~FlCE: ASSUMes SECOND HALF TAX l,.lAY BE PAID AT THE SAl.lE TIME THE FIRST HALF IS DUE "'NO PAYABLE I
'-J 'lESC'::"S.I'''LITY 1\,;0 C"'SH BY M""L NO 3RQ P...FI'N' CHECK POST"'GE ST......PS SECOND HALF C"'N SE PAID AT ANY TIME UNTIL MAY 31M. WIT",ouT PENALTY
...0' ..C'::~"~EJ "'IQ peST OA.TEO CHEC,",S ...ccePTED t
PLEASE READ THE REVERSE SIDE
ORIGINAL;
!
... ;-:--'.
.~, .',"-- ~.
.L'..
-
~.
~ . tj
,
..~
- ~... ...
---0i(.Q~----'~Q:Y\-~~_~Ic_tlkillOii~=-JfiC,ii'i~QE':~~lcL-==~=__--~___
-. -,'-- --_S;-ee__~kL_->>d,_C9.___________ __ _______
-. - 2 -- ~ 3 -.. - 4 - --- 5 6 --- - 7 - 8 =_
---.----- ------- Ae~2."J = ________ _ _u_
------ fiB_ -- cp~k---- ...*t~thv:;- ~.:~ CU'fd-s.---
I 'I- ,.... L
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~-
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I
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p..;-
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8
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--;- Lt.- :1} la L~_~f-Jj_.:z ,r? 1.'i:;'_j..t:
I I!: ~, I ~ i !, '
1 r! . i i 'I!
11
12
14
15
16
17
18
19
20
,
22
2
23
24
i . I ,i
-I~'+- 2
.-f -
2
2
. LI ST of DRAWl NGS .
.
for
BREWER'S YACHT YARD at GREENPORT, In c .
August 28, 1986
SHEET NO. TITLE DATE
1 GENERAL VICINITY MAP 05/19/84
2 LOCAL VICINITY MAP 05/19/84
3 SITE PLAN MAP Rev. 07/29/86
4 EXISTING CONDITIONS 05/19/84
5 PROPOSED EXCAVATION
& DOCK REMOVAL
Comparison of Previously
Approved Plan & Cu r r en t Proposal Rev. 07/29/86
6 PROPOSED EXCAVATION & DOCK REMOVAL Rev. 07/29/86
7 SITE PLAN MAP
Comparison of Previously
Approved Plan & Current Proposal Rev. 07/29/86 I
8 SITE PLAN MAP I
Comparison of Existing
Conditions, Previously
Approved Plan & Current
Proposal Rev. 07/29/86
9 RECONFIGURATION of DOCKS
Comparison of Existing
Conditions & Current
Proposal Rev. 07/29/86
1 0 RECONFIGURATION PERIMETER Rev. 07/29/86
11 MAINTENANCE-DREDGING MAP II
Proposed Dock Conf igurat ion OS/29/86
12 PROPOSED EXCAVATION & OFF-SITE
DISPOSAL AREAS
Existing Topography Rev. 07/29/86
13 PROPOSED TOPOGRAPHY of
RELOCATION SITES Rev. 07/29/86
1 4 LOCATION of SITES for
SOUTHOLD WETLANDS PERMIT Rev. 07/29/86
15 ON-SITE DISPOSAL & GRADING PLAN Rev. 07/29/86
<Sheet 1 of 2>
DRAWING LIST - BREWER 4IFENPORT - 08/28/86
.
SHEET NO. T I HE DATE
16 AREA NAVIGATION MAP Rev. 05/29/86
1 7 RECONFIGURATION of DOCKS
& MOORINGS
Proposed v s . Existing Conditions Rev. 07/29/86
18 AREA UNDERWATER LAND GRANT MAP Rev. 05/29/86
19 SECTION A & SECTION B
Proposed Grading Pro f i Ie s
St. Agnes Sit e. North of
Manhanset Avenue Rev. 05/29/86
20 SECTION 0-0
Proposed Typical Section
East of Boat Basin Rev. 05/29/86
21 SECTION E-E
Proposed Typical Section
Adjacent to Manhanset Avenue Rev. 05/19/84
22 SECTION F
Typical Maintenance-Dredging Rev. 05/29/86
23 SECTION G
Typical Subterranean Bulkhead Rev. 07/29/86
24 SECTION H
Proposed Typical Section
West of Boat Basin Rev. 07/29/86
25 APPROXIMATE LOCATION
of TEST BORINGS Rev. 05/29/86
<Sheet 2 of 2>
.
.
I SHEET NO.
1 - GENERAL VICINITY MAP
/J
\J V. \)
SO
'\ '.
~
II
v.\)
\>-
,S""
~0
",,0
/~ J.nnin9' PI
/
/
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\
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\
\
i
i
i
.
\
(
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COEI
(:>';g,,;'.:~
Plu"tJJiu
Pomt
S.~.hollf
'c.
VICINITY
MAP
10,000'
I
U'''[I T"~~T ,up .l! Gl[fN~QIT. llle.
nULING UUN
eUllIPOIt ""UOI
1,u1l1l"IIH1,tY[HU[
Y1tt"Gt or "IUHro.,
lOliNors.ollTIlOLD
(:Ol,lHU Of 'urrOLI
o
I
2500' 5000'
~m?J~~~~~~I~~~l:~~Drlla
mrT!:UUllu_ 1,)' 'LU"'I~e
-nITAmTInrn-o~
DANIEl. 8. NATCHEI AliD AIlBcerATES, INC.
~~5 UP'" lOAD
W.uU.'OH~.c_I... ~~~ _~~~l IPSt3
.
.
SHEET NO.
2
LOCAL VICINITY MAP
24
10
o
jl
'0
9
.R
o
L
13
13
57
-......
......
"-
"-
........
'-
3.
BREWER
YACHT
YARD
..
2>
39
Youngs Pt
2
67
2
Light.
5
24
I
,
I
ftLights
i5'Ohne
,
/
.'
,
Fannmg
PI
GoII Couf~
.
e
o
C
"0
.
8
"
./
/"
/'
/
/
f
VICINITY
BREWER YACHT 'tARO AT GREEN rOil!, INC.
o
I
1250' 2500'
I I
5000'
I
ST1RlItlG BASIN
GREENPOIlT HAREOR
\.!ANHANSETAVEt.:UE
VILLAGE or GREENPOIlT
TOWN OF SOUTHOLD
COUNTY or SUFfOLK
Dated:
05/19/84
PROPOSED EXCAVATION, BULKHEAU1NG
M^IHIt;N"'M_l:.~l.lHt.Ul>JNG, ANIl
IITCONtlGUHAIION 01- ,LOAIING
p Ilk A~~l:.~llIL Y I'Hllll:.Lll>
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALtlA /10...0
MAI'lAROIH::CK. NEW YOI1K IOs.\J
l!lIL) 698-567t
ST AGNES CHURCH
CEMETERY
PAOPOSE D
DISPOSAL SITE
~l~
--.::-..--'.;.".;........ I, MAA'~
.:'" .... ...........:.:, ...:-..""'v'H4I\1SET
'\ ) "; ". .....-::.:. .--:.~!~ 4VF ....
\ ,'. "" "'- .....//
(~......... ........ .............' .....--..---..:.:.....
\. t... EXISTING ............. .........., .......... ..~................
\ \ ......... CONTOURS .,..........,.., "', kl.,. \
\ \ \ ....\ "'''.. ...... D..........:::::::.. \'t.
.... ..........,
, \ .... ......8._....-..-.... ....
\ \ ".. \ '"
\ \ "'" \ PARKING ~ND WINTEr{ \
\\ '''\ '\.... BOAT l"l)f{AGE \
.. .. " \ fT\
I .. ...... .................., \'..\ ~
I \ ", .. ....._ ,\ . .
\ '. '....... \1 ....... ':1:.
, .
'.. TRANSFORMER .....PROVEo
" .. VAULT \ \ ('H2-e4)
.... .. ..: ...,..S.,
., .... f ~
, "
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NO.
3
SITE
PLAN MAP
.
-
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~
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1....:::86.
DOCK',4
,
,
".
".
.
,
'.
,
,
,
,
..
,
,
,
,
,
,
,
SERVrCE
AREA "
"
<1&0...........,
......,
.......
..............
'.
35~
'mLW~
70'
6i'
T.
36 '
..L
34'
32'
J.:::.8 t' '
/:' DOC/( E;I
~q
,.00
<"~
DO If; 7d '--.t
PROPOSED RECONFIGURATION OF
FlDATING PIER ASSEMBLIES
USED UPON SURVEY BY
YOUIH.. . YOUtlG
1l.LS. LICEHSlD UHtl SURVEYORS
SURVEY DJ.TED JULY 21>, 19B3
ttV\S[O SEPl. I. 1983 Ind DECEI-lB[~ 27, 19B3
DATlIlol1 /.lEAN SEA LEYEl. (IlGYDI
SCALE
o 25' 50' 100'
f.:....... 1
l!RE'o1EIl 'rACHT YUD .AT GlltENPOn, INC.
STIRliNG BAS1H
GREENPORT \lARGOR
UANIIAHSCT AVENUE
VILLAGE or GREENPORT
tOWN OF s.oUtllOLD
COUIlTY or sUrrOLK
~~fi~~~~~~~g~K~;~D1NG
fl'Ct1llTTr;Ufl,l1'ON Ut tlUAllHG
rl~1l "'~~HI~Lr r~u~
--...-..
;j::;~j::;--
::::-:.:N'='T..:.....:-.....
..~..-.,,",.........
-.-...........-
SITE PLAN MAP
DANIEL S. NATCHEZ AND ASSOCIATES, INO
555 UP'" ROAD I
WAlotAtOIli:CK. HEW l'OIlK IOS.U
19141698.561&
. ihy 19. 19B4
Aevlsed:
07/29/86
'Hlll U'OlO WIVU"
'OUN.;;t'OUNC
t,',li, ~ICIHSIP LAwp su.vnon
5U~Vn DAlEO IU~' ;IIi, 19a1
.nlnc SErf, I. IgBl and C[CUUER n, 1M)
CUUNl ..UN SH LlV[~ 11lCVPI
\
-"'-
\
.
,.
SHEET NO. 4
EXISTING CONDITIONS
\ -Y,
EXISTING
CONDITIONS
Cl
Cl
,-
fT\
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"
~
"i
,
--=:- -:"---<::::::.:~ "'0<.4I\1H.4I\1SEJ
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,(............... ............... ~................ '.... ~--_::::.~.........
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\, \ ---""'\ ',.,--_:::~ -~--~~~~:-,""" \~._..
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---------- If ~ SOUTH OLD
/'y ::t!J
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15'
DOCK
5
ST AGNES
CEMETERY
,
.
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.
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"
WOOD
BULKHEAD
..................
-.
"
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1
DOCK
4
SilRLING
BASIN
F~L~
IUVU TACH,,.Utl AT Gt[!II'OIT, IlIe,
STIILlIICIASIN
GU[lI'OPT loIAnOt
kAlINA-NilT ..V[~UE
'IUACEOrCIE[HrO.T
'OWN or ~UTHO~C
COOHTY or surro~[
"O~05[fl nC"'YAno~. .UtlNUtllNG
IHI~11N~N~<.I>.11l~lh~. "N~
U~Uhtl"lIUII.J~ ," tlUAilh..
~IH "~:U.nT HJll~1>
SCALE
o 25' 50'
~
100'
, -
DANtEl S, HATCHEZ ANO ASSOcrATE"S, INC,
5SS..w....O...c
IolAMA.OH[CC loll. TO.I ICS.U
li).1 b91>-~7b
",,';;.19<0'
.
.
PRCPOSED
9.JW~~AD
A UNO
BOA BASIN
"'(l ~ \
~ h1l) "'(l\
[!l ~ffi ~
o-lcn ~
",m -i
.';Uno{
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~ 2
;;j
prilo~ft~D Ee~~~gH
1SPOSA l Y
. \" S/Tt
----~..". .
'. ~"""":"'" .. M41\tH.
". .... .. ~:-'-'.....:-.. :4I\tSE.(
" '\ ..... .....-....._:..:.. Avr
..... :.. .... ..~ c.....
\:" ...... ...... ..-....... .".--.-:.... .",/
\ (.... ....... .................. ....... ....-.:~..:..:~.
\ '..... ....................... -.. ...... ~\" .....
\ \ ........... ...., .... 10... "
\ \ ....... ...... ........-D .........-.... \
\ ..', .... .......---...... \'.....
\ \" ........ ...... '. '"
\ '" \ EXtsTING ........8........----..... .
\ ..... \ COHTOJ~ \
\ ......... \ \
\ '.. \ \ ..
, .. .. \ \
\ \PREVIO'lJSLY '. '\ to
\ ' .... .. . f1"\
I ",PPROVE'G, t......--?---__ ".' 1>
\ EXCAVATION'", I .n..... . ~S
\ '\ '. \ \.. \
..... .... '\ \ \. \
..... \ I ... ~\
.. ..___..:.:~. ::. :.:....t~.~-::..... .. I ..... ,
" .. '" "K--
,...,
~
"i
SHEET NO. 5 -
PROPOSED EXCAVAtION & DOCK REMOVAL
Comparison of Previously
Approved Plan & Current Proposal
--
,,-
\
c\
z '.
m ......
,
,
.
\
,
PROPOSED
NEW
EXCAVATION
........
~oc
{o
~~
--
__001__
~;:;::;;/r.:.;--
=:.:.:;::.-,..:-.....
::::.::.-=:~;.J:~~:.:....
PROPOSED
AND DOCK
EXCAVATION
REMOVAL
BR!\lER HCNT YARn AT CREENPORT. INC.
STlRllNC BASIN
CREENPORT HARBOR
~IA}/HANSET AVENUE
VlllA~E OF CREEHPORT
TO....1l OF SOUTBOlD
COUNTY or SUFFOLK
PROPOSED EXCAVATION. BUlKHEAD1NC
--,;t^HnENANU.~LlMt.lll>ING, ANLl
Ifl~RAIIUNUr~L15AT1ll't;
---vn:J< A~~l:.~IULT ~~U\l:.(,.I~
SCALE
o 25' 50' lod
,..... .
COMPARISON OF PREVIOUSLY
APPROVED PLAN a
CURRENT PROPOSAL
BASED UPON SURVEY BY
YOUlIG " YOUNG
N,Y.S. L1CEUSEO lMiD SURVEYORS
SURVEY DATED JULY 26, 19BJ
REVISED 5[1"1. l. 196) uld DECEMBER 27. 195)
OAfUI.I: \.lEAN SEA u;vtL ltlGVO}
DANIEL S. NATCHEZ AND ASSOCIATES, IN[
555 AlOA ROAD I
MUIAllONECJt, NEW YOMI( losn
191L1696.S676
~hy -19. 198L
RevIsed: 07/29/86
~
"''''-
\
"tl ~ \
~h1G) "tl
m$:zfl
omm ;Ii
o-!cn!8
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R-<IC"C\
So: z....
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~:r: \
\
I
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.
~~lt~o~ Ee~Y~ROf;
~POSAL y
. '" ~IIE
----;..":.~... ...... \ tf1
'. ..'"-...... ". i4NH4N.
". .... ..-..,.... '. 'SEr
\ ) \ ". .....-:-... -:':~.: AVE
" ,t~- ._......... ........ ....-.....~.....- ......... -"
." ". ..-'_..:-:..".,,~
\ t '. .......... .
" .... ...... ........... ......'0 . - "p.
............. "
,\ .............. .' .
\ ...... . "'.. .....".. ............--.. \
\ \ ". ........ ...D.................. \,....
\\ \\" \\ EXlSTtOO .................8..................... ........ '.. '"
\ ...... \ COUTOORS \
\.... \ '"
\ ',,\ \" \'. \'-
\ \ ...... \\ '""'-I
.. .. .. '. fT\
I .. ..... ..-- .... ... --
" \ ..... t" - -- 7 -____ . ~ ('\
: --......:r...
\ " "', \ .~..
\'. \.. " ,
.... ..........- " \
.... ........ \ I
'" .." I
", ,'"
" '\
. .
\
\
.
& DOCK REMOVAL
"-
~
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--
.
",
.
, \
/ ~?;)
... . 0.'
~ ........ ")>
\ 'u ~ Cl
... \
.. \.
, .\.....
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,
: \
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~ : // '\
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I l:t:,' .}"'\
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--- AJ I /f~;<t:c
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. ,.-;",; 4' Ilfh::.)~
........ /.; r.' Q. (;j
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-. ....><1 I --- \
.-.".,-~'"'-,J. ~-.......
. ~i~t.C{:i'%y
12~1 -n.,,EJISTIIiG IV Giiet'Jjf,.,iJ:______
'j ULI\J/tAO 000 '-+(T
_ REMOVED To BE
DOCK '
srIRUN~ DoOK ~
BASIN
.--6.
f ,
\/:'
..
ADJACENT
COfIJ~fi~\WAAL "
oc.;~1.N ,
~600' 60
.it
001(1
6
.
I
.
\
,
.
PRCPOS ED
BJW~~AD
A UNO
BOA BASIN
'.
'.
~.::;.
'~"-'1
U1" .
~""'"
--'
SOALE
o 25' 50' 100'
,...-- ,
~o(
'0
<"~
-....-.
'j;:,jj;:';--
v 1/
-"'''-'-. --......
.."........................
-.-......,........
PROPOSED EXCAVATION
AND DOCK REMOVAL
BREWER YACHT YARD AT GRrENPORT. INC.
STlRLH1G BASIN
CREENPORl HARBOR
ltAHllANSET "VEI/Uf:
VILLAGE or GREEHPORT
TO....II or 50U1110LO
COUNTY or SUFfOLK
PROPOSED EXCAVATION, BUlKHEADING
~IlRn1:r;J:m=r=mrrD"IN", ANIi
,fl'tmrrn:nIf.l;TIT.ilr-m--r11:5rrllRi
---pn:~ A~~.~I~Ll I'HUllCl!>
BASED Uf'OH SURVEY BY
YOUIIG .. YOUt<G
tI.Y.S. lICEUH.O l^,W SURVEYORS
SURVEY DAHD JULY 20, 19aJ
IlEVI5ED SHT. l. ISBJ and PECEhlBO 27.
OATUl~; ME^,~ SEA LEVEL lIleVDl
198]
OANIEL S. NATCHEZ AND ASSOCIATES, IN'
555 ALDA ROAD
lotA~IARON[CK. HEW YaNK 10543
19141696.5578
'.hy'19.1984
RevIsed; 07/2g/86
u.UO uroll suvn IT
'l'OUII(l''I'OUIIG
11.'1'.5, llClIIHO LAlit. s\JunolS
SUlvn D},J[O IULY a, 19d]
ItYIUtI 1EP!. I, IU] ."d llttElISU 21. UI3
DATUI!, )ltAlI UA llYn IHeVlll
.
~
-"'-
\
.
~4_
..... \.... -SlIF
""--:::: ......,",..:::::."" \M41\1IiA:::::-
.... ...... ""v~cr
"\ .") .)... .....-...,.-::,......... 4VF
1 ,..- .' .... ................:...-."1__.........1/
.................. ". ----.
\ t ...... ........, _---.::.-:._
\ ......EXISTING ............. ..... "" ~....._
I \ .... CONTDU~ '. '. -0 .
\ \ ...... ......... I
\ \ \ "\ '.. "'...." .........-... \
I ... '.. ..._........-. \~.
\ \ \" ........... ...... '. .....
" \. \ ....8._.............. "\
".. \ " ~\
\ \, . PARKING AND WINTER \.
\ '. '\ '.... IlOAT STORAGE . \'~'
" '..... '\ ~ ~
' .... .......-........., '. 1. "'bo
\ \. ......'\ 1 ....-...... ~ Il
, oslO.. \
...... PeP.Il~~O\~~.'-d ""
.. ....1'01. ""~ \_
0JRJlm1' PmPa;ED lUJ/\rS
\\
fC
SHEET NO. 1 -
Compar I son of
Approved Plan
Proposal
SITE PLAN MAP
Previously
& Current
=
=
-
PREVIOOSLY APPPCM.D flLl&.TS
ST AGNES CHURCH
CEMETERY
PI1CiPoSEb
DISPOSAL SITE
'mCW
'"
...,co
,0'1
<"~
PROPOSED RECONFIGURATlON Q'
FUAATiNG PIER ASSEMBLIES
COMPARISON OF PREVIOUSLY
APPROVED PLAN a
CURRENT PROPOSAL
U[IIU YACHT YAtD AT GH[HrORT,ll1C:.
'TULING IASII'
GR!lIIrOn IIUSOI
~UJlIl.l.IIStT .I.ytllUE
YILLAGl Of GHEHrORT
TDIIHOf f,QUTIIOlD
tOUllfl or IUrfOL/:
~NMfij~~~~
t1:tOlmmJ.1TOli Of ~ Lu~ I IHli
-nu A~>l~IHl rKuJTtj;;--
-_.,,-~
j:=;jr;--
:;-::.:=l~":"",..
=':.-:'::':::::l~:'::':'-
SITE PLAN MAP
SCALE
o 25'50' roo'
r-I ,
DANIEl. 8. NATCHEZ AND ASSOCIATES, INC,
555 ALDol. .O~D I
)lAl.u.10HtCI,HEIIYOWr ID5J.J
lil(l U'.56H
. 10101' n. I9U
Revised:
07/29/86
lAUD Urol! IIUnT If
TOII~C , 'DUNG
II.T.5. Llc:tIlUD lAMDSUJVUOU
. Sll~YU DAtU JIILT n. "13
atvllto U1T. I. nlJ """ DICUUU n. nu
lIATI/Jolt UlAM ItA LlYlL UtGTDI
.
."
;:,
'"
r
'"
'"
"-
~
SHEET NO. S - SITE PLAN MAP
Comparleon of Exlatlng Condl-
tlona. Prevloualy Approved
Plan & Current Proposal
~~~m&y
'-"'~. -" .M4:"H4NScr
....--..
\
'",-
\
"-
BREWER YACHT YARD
AI GREENPOR,T, INC.
PREVIOUSLY
o APPROVED
CONFIGURATION
~-~-- EXISTING
I...___J FLOATS
NtS ClIUIlC"
SO c~~,^E1EIlY
~,tO
P~o<>-L. SI1E
IlISP .~
· ~h8k~SERND
$~",."
tl;o'"
'0
~
T
"<"
~
CJ
o
Q
QJ
~
o
Q
SCALE
o 25' 50' 100'
r-- ,
(@)~.
~
-~
Q
~
o
Q
IUllE. TACH' TA.OI,T CUtHrOH. IHC.
nUltIlC UUII
CUtNrou HAUO.
J.lAHIlAIIHT AYI/IUt
YlLLAGIor GIUllrou
TO\fNor SOUHOLD
C:OI/NrTor lurrOLl
'IO:~:tO tXCAUTlOH. lUUIIHlIIHl;
ATti~rucTli~zr-
}:!ttI1rmU'U1'U~ VI ILVAliHI;;
L..!.i!!....tll1l1.1 nVIh,,)
---..
j::ij.f,::--
. .
-.'--'---"
::::.:..':;,':.~~:::.:.-
SilF/l..ltvG
';~..o(
~O
~\
8,t.,SIIy
DANIEl. 8. NATCHEZ AND AlISOCIATES, INe
555 ...lOA ~OAD
N..........OII~Cl, HtY TOil IlIf>'J
ItlU 1"."16
".J' I'. lilt
Revised:
07/29/86
lASED UPON SURVn 1IY
YOUNC' YOUNG
N,1'.S. LICENSED LAHO SURVEYORS
SURVEY DATED JULY 26. 1983
REVISED Sr.'T. I. 1,83 ..,d OECEMBtR 17. 1983
DATUMl ~EAN SEA LEVEL (NCVOI
,
-",-
\
S C\\URC\\
51 ~~~1ER~
~flct'OSE~IiE
O\SPoS~\..
............ .
'"
frii. vi
~~;:.;:-~
llot.
~.~
-~
--
----
j;::;~.r:.:--
::::.:_-=.:'-....:...- .,
-..-...........-.-
-..-......-..-
.
~~~~y~
--. .. - . .M4:VH4t\1ScT
....--..
,.,
C>
C>
r
'"
:>)
SHEET NO.9 -
RECONFIGURATION 01 DOCKS
Comparl.on of Exl.tlng Con-
dl lion. & Current Propo..'
.lc:
<:.l
o
Q
"
~
"i
BREWER YACHT YARD
AT GREENPOR,T, INC.
,....--:-...
L..___J
EXISTING
FLOATS
· ~Wlr~SERND
...
'.
-.
,
-- ,
. j./-:'::J
,,..:::~
,',.
~..J'
...{. ~"""
-, .
s~~^'
iitO~
~
-<-
"
<....
T
'l:
.lc:
<:.l
o
Q
"
,.
C..:~t__.
Q:J
if
o
Q
SCALE
o 25' 50' 100'
P""'"'"'I .
<:.l
tf
o
Q
BREWER YACHT TARO AT CREENPOIfT, IHC.
STIRLING IASIH
GIlEEHPORT HUIOIt
NAHHAHSET AVENUE
VILLACE or GREtHPORT
TO....N or SOUTHOLD
COUNTY or surrOLl
PIlOPOSED EXCAVATION. JULIOIEADING
"'A INI ~N"NI..~-UH~Ul..lNl.., "NU
J.l"UNtll..Uk"IIDH Ut ,LUAIINt..
t'1~k A!:I~UllIl.T I'HUlb..l!:l
Q
.lc:
<:.l
o
Q
S "Rv IVG
~o(
~o
~
BA.S,IV
DANIEL S. NATCHEZ AND ASSOCIATES, IN(
555 ALOA ROAD
N....~A110NECK. HEll YORK JDs,l:J
1910698_5676
"hy 19. 19!!
Revised:
07/29/86
.
~
-\0.1_
\
ST AGNES OHUROH
CEMETERY
PROPOSED
DISPOSAL SITE
:12&367,98 N.
2"$2766,4" E.
LAT 4,"06''''',61138''
LONti. T2"21'Z~.096-f.6"
-...........
'-
326124.94 N
Z4$Z709.47E. ..
LAT. 4,"06'J2..,2103 ..
LONG, TZ "2(' 2$.89990
...
~q
"0,,
<"~
--
-_.,,--
;j'::;j,:C;"-
:::-:'IM';J~":"....
~.-=-~~:~l~''::'':''-
lASED UPON SURVEY BY
YOUNG l YOU!JG
N.l,S. LICt1l5ttl LMII.l SUIlVtyORS
5UMVEY DAHn JULY ~6., 19d]
ltVlSED SEPT. I. 1!l!J ....d DEC.E~I9ER 27, 1951
D1.TUloh IlEMI SEA LEVU. IIlGVOI
-
\\
:Q
~
SHEET NO. 10
RECONFIGURATION PERIMETER
RECONFIGURATION
PERIMETER
E2Z3
fJ!~
!.!0 ~h
r. >r,
( (
L1flr: I
I
J b .............. :IZ$966.ZJN.
I "Q -- Z"$.JZJ8.66C
" ~::::. ~ LAT. 4'''06'''013509.
~ ~O",q.7Z"ZI"90Z7l8'
J260&1 58 N.
Z45SZ9l'./lJE.
LAT. 4'''06'.11.68616''
LONG.}'Z" 21"8.24063"
If?'
-_y<5)>
325919.26N. )
~~5l~cr:jY7 '~O.29L60"
LONG. 72~1'19.'1105.
~[R YACHT YAwn AT GRE[HPORT, tHe.
STIRLING IASIN
OIlEENPOIIT llARBOR
LU,Il'lIANSET AYENUE
Y1LLAGt or ORErNPolIT
TO'll" or SOUTlIOLD
COUNTY Of suFFOLK
~ZM~~~m-J~~~r~;~D'NO
fi:c:tmrTCU1J,Tltm Ot t LOA liNG
--vTLk A~HIIHLT nu~
SOALE
o 2S'SO' 100'
f _ 1
DANIEL S. NATCHEZ AND ASSOCIATES. INt:
555 "LDA ROAD I
Ll,l,I.lARO}/~Clt, HE.... YO~X IO~3
19U1 698~Sh'"
. ~hy 191 19U
Revised: 07/29/86
.
~ .
<::>
r
'"
:l)
SHEET NO. 11 -
MAINTENANCE-DREDGING MAP
Proposed Dock Configuration
~ ,,(J, 1~ENES CHU
~-D1S iii-
--
.... -...._. M41\1,uAA.
'-. ..::,""'';SET
-..
--..--
"
~
"i
E
280'
E
.eVE
.-'--::::---
-~
;
~
~
!WI. W0~~c:
rlLb:i DREDGING
SOUNDINGS ARE IN
FEET AND TENTHS
DATUM: MEAN SEA
LEVEL
\
'-1-1_
\
tES ClIURC\\
5T'l2\./.E.\~
~S\"tE .
O\S...V~
o
1;
s~OIy41
l""oQ:-
'I..D
SCALE
o 25' 50' 100'
~ ,
----
j~j~;--
_._Ii .
=--::::.=.:~==-
P 600'
ROPoseD
DoCk
CONFIGU
RATION
STIRLING BASIN
A -..... .....EBB
FLDOD .,.
'.OP~~D []CAVATI0N. IUlrHEADlwG
"""10' I t.,.........t._l.l~t.l".U..... ",Iou
......Vlo. '"Uk"', h.J~ vi , ..';"'1 ,.....
I'll. "'l>l>t.~I~L\ ~~...,I~...Il>
lASED UPON SU'YET I'
YOUNG.. YOUNG
....,..5. LICEWSED u.wD su....nclS
SURVEY DATtD JULY 2/:., 195J
IEVISED SEPl". 1. 1981 and OECtl,tB[J1 27, 19n
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
,~S ALOA 101.1' !
".UUllOHlCJ:. HEW rO~( JOSCJ
191"1 695_S67h
Iol.y 19.1961
.
.
SHEET NO. 12 - PROPOSED EXCAVATION & OFF~SITE
DISPOSAL AREAS
Existing Topography
.
4.0
p\
J?Ev/OUs
s, t~/SPDs-tl.
12
U>
,.
z
o
-<
STIRLING
BASIN
~
....<0
\'&
~'-
-I
110'
_ J--........
UPLAND "--
EXCAVATION AND
OFF - SITE DISPOSAL AREAS
EXISTING TOPOGRAPHY
SCALE
o 50' Dd
~
PROPOSED
UEWE~ YACHT HAll AT GUEHI'On. It/C.
B~5ED UI'OIl
10r(x;~^I"HC 1ool~1'
fiVE [A~HRII to"'H5
511rfCl~ COUIITY. II. T.
511r(1 NO. tll'.LO
surraH [OUNn
DHUn'[~l or PlILllC ,",OU5
D~lUf.l, I-llAlI HA LlV[l
HIRllIICR..,Sll1
GRHHPon HARBOR
......"'IMIHT },"[Hut
VILLAGE or CNHHPORT
lOllI/Of SOUT!IOLD
COUNTY or 5urrou;
I'ROI'OSro nCA"'AnON, BUUHEAUlHG
""'INllH"Hll.unu"IHr... ....u
fi':tll/TTi::lhAlhJII W lLuAIIIR.
rllk"";lll~~
DI\NIEL 5. NATCHEZ AND ASSOCIATES, INC.
~~~ U1M ROAO
"UMNONI.C~. HLW Jon JO,~J
1911 I ~9b.~Ll~
NOr l~, 19h
Revised: 07129/66
.'
.
STIRLING
BASIN
\g
\~
uuo urol!
TOrOOUI'tllCI-IAI'
rl~E usn.1I TolllIl
IUfrOl~ COUNfY. II. Y.
SUHT 110. Ull-~D
lurrOLKCOUIlTt
lIHUUllHT OF i'U~L1C WORU
PATU)h ~1~AH itA u:vn
ilJFrOU ~"""n To> w" ""W"...
'.,n .0... Cuoml (0<_,,,'" : ::::~ ::: ~::::::::: ::::
...".. '>c", U'. U O"'.'OIl. Loc. _ <J..J.l.
.".H.
-".'-10.
.
SHEET NO. 13 - PROPOSED TOPOGRAPHY of RELOCATION SITES
4,0
9,0
GRCly /0
PJ?Op~1d'ACHr
CONr&ig
Co.,
'I',("/~
~1"IO,y
1&0'
u~~~~
,oJjlO,oa
'to
llOOk'
~
N
PROPOSED TOPOGRAPHY
OF RELOCATION SITES
,.""011.'...0<>...." or ULOCU'OI< II,n- ocnu
" ~~j;~{i1:~~=\~!fj;~~~i~':X.~~;~~;~~1.~i~~~~~[~.t~~~
....."y.1L1.kn.'...4.. .._._ilrl .....
I, g:t;~[:,~~:~~':j);;:::~~::::~~~:ii~r;.~.:~f:~:~:i.:::.;~ ,~:F~
JI 0...... ....,,,,, will" ..... ~". .p'''. .."....~ ."..1"..
.. _".n ,..." .",,,., ...,"" u... vI" .. .....".. ~,.... ..........
l.~:.:.:::::....w."."........."...."....."...."."....'"
41~..'''....Iw.\.."'''..............,''"..
Ul
)>
Z
""
OJ
[
o
......
SCALE
o SO' 'Cd
=
IHIIER YAellTVHO UOUfllrOlT. lIIe,
nULlll(llUlll
G,HWrOlT lIARUal
IUIIUAUHT I.VEIWE
V!LUGE afGHEUrOlT
TOl/II Of ~OUTlIOLD
COUIUV or SUHOL~
r'OPO~ED UCAYAT10IIl...IULKUEAIlIIIG
--lm~rnu~r:UtrnGl~C~
m:rtmWll1llt1Tllln"tUAIIIIli
n-n:rrnml'RlJrn:n-
DANIEL 8. NATCtifZ AND ASSOOIATfB, 1/10,
555J.LllA'OU
IUIlHOII~CK. 1/[\1 ya~K 105'3
IgILl(1I-5GU
Ih~ IS. 19U
IlLV'5LD 1O-IS-8_, "EVP8~l>
Rellleed:
07/29/86
.
.
SHEET NO. 14
LOCATION of SITES for
SOUTHOLD TOWN WETLANDS PERMIT
'~ ~ ~,J
~ ~ .It. '
~ ~ \ Jt:. /
Pt. ~ \..,,,,<:,... JL~I..Q" ....
'5- c,'\~~t~---
"'?r-- - c.~)l ..
.
4.0
'"
l>
Z
o
-<
STIRLING
PROPOSED AREA
TO BE DREDGED
BASIN
~
~~
~~
UPL:~:~.
SCALE
o 50' cd
=
LOCATION OF SITES
FOR WETLANDS PERMIT
!HIo'[llAClIl IUD AT GU(II'OJT, INC.
USED UI'OM
10~0<,;~~,nIC l-lAI'
rlH ["~lUII rO~'1I5
iLlHCH !.:Dlllln, II. T.
~IH[l II:). nll.LO
surrou COUNT I
O(PA'lllf~l O. ~UL~IC "';'1110
11"111'" ~l"'H HI. L'~H
loTl.\.INC HUll
C.([II'O'll<,.,UOI
,UIIIlI,..HT AV[NU~
VllL"lOl or GHUI'OIl
10Io'NOFlOUTl,OlO
COullTY or iUFrOU
,.oPOStD (ICAVATIOII, IUIKIlUllllIC
-"lil~rrnl~C[:-Oli~C;:-A1.Ii--
n>:i1lfl'TI;1Jn;nmrurTl"Gffillt
~~TI'rnll~I'
DANIEL 5. NATCHEZ AHO AS'SOCIATES. INC.
loSS HUA 'OAO
"UII"~OI<ICK. 11110' 'OH IO!.:)
" III ~'i.~bJ~
Iht I~. UII
Revised: 07/29/86
.
.
SHEET NO.
15 - ON-SITE DISPOSAL & GRADING PLAN
~_ ~i';i.~R.NES c SECT.
~:OJSmTI!~ 7
.sLtt_ I
-------.... M.A...,-r--
-.... - .... ~:'1i4NScr
'" I
ON-SITE DISPOSAL
AND GRADING PLAN
"
~
"i
\
~...-
\
AREA TO
BE FILLED
NATURAL
SCREENING
tll'.S CIIURC~
s1lr"t1~6
~S\1E
O\SPV'
s~Oij.",
r"oCl>
'i.<:J
SCAlf
o 25'50' 100'
,.......,
'----.
~
~
~(o
~o
~)..
.nvu Hell' 'rAn AT CllltH'On, IHe.
STUtlNG .HIII
liR[[II~On "~uo.
IHIIH~HHl AHllut
V1UAC.( 01 11l[[N~On
10O'1I015.0UlIWUI
[DUlin or 5UJrOU
'.orr'SUI tlCAl/AlIOH, IUUIIIAhlllC
-.hl~JIIIA~LI.UKIU"fN~
frrm:rTr.lhAllUh I" "U'"I1~
----,.TI~ A~.I.U~ll I~,'f~
---"
;j:'::;:'T":;"'-
~::S.~J~':1:.:;..
UHh urN. 5111nr n
lClll"~ . 'UI'IIt;
11.1.5. L'Cl~~l1' LAN" ~U~VIlOII~
5U~1/l' U., 11. Jill T )'" I~~.' :
ltV1UI' Slrl. I. 19~) oftd 1'lfl'lUl" n, ,,~)
PA1UI', MU.' U. L1TlI III',VI..
STIRLI NG BASIN
DANIE:l S. N...TCHCZ. AND ASSOC,ATES, INf
~~~ All" lOA!-
MAMHOIlICL 11111 H'H 1t'~O
I~tll ~9..~(.J.
"or I~. I~h
Revised: 07/29/86
SHEET NO. .- AREA NAVIGATION MAP]
.
'OWn
'.'1
o 250' 500'
1000'
~
AREA NAVIGATION MAP
BREWER YACHT YARD AT GREENPORT, INC.
STIRLING BASIN
GREENPORT HARBOR
MANHANSET AVENUE
VILLAGE OF GREENPORT
TOWN OF SOUTHOLD
COUNTY OF SUFFOLK
PROPOSED EXCAVATION, BULKHEADING
MAIN1ENANCE-DREDGING. AND
RlCONFIGURATION OF FLOA11NG
PIER ASSEMBLY PROJECTS
BASED UPON
DEVELOPMENT PLAN
VILLAGE OF GREENPORT
TOWN OF SOUTHOLD, N. Y.
JUNE, 1967
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALDA ROAD
MAMARONECK, NEW YORK 10543
(914) 698-5678
May 19. 1984
REVISED MAY 29, 1986
.
.
SHEET NO, 17 -
~~.
~
-~
~~~~~lf\a.t
--. .. - , ,M4:VH4NSCT
....-..
"-
~
o
o
.-
'"
'"
"-
~
"l
RECONFIGURATION of DOCKS
& MOORINGS
Proposed va. Existing
Conditions
r--1IDITIONAL
I I ~~~OR
L__.J i"'SOCKS
8 ~~O~~~10
~---~ EXISTING
L.. - - _J FLOATS
· ~WlT~SERND
\
-"'-
\
BREWER YACHT YARD
AI GREEN PO RT, INC.
S ClluRCII
Si t~::tiERi
I'RcROSE~\'lE
Il\Sl'os/.\.
'-- .
".
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, "
s~Qy",
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o
A 2.2
CO ~Ci'/Es
o
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()
o
Q
o
()
f5
o 0
Q
SCALE
o 25'50' 100'
~ .
---..
'i~~r:.;--
=!:s.;.:u~:: ::.:-
o
o
JASEn UPON su~vn BY
YOUHC .. YOUNG
N. r .5. LICEHSED LAHD SU~VEYOA5
SUPVEY DAlLD JULY 2/'. 1~IlJ
REVISED SF-PT. I, 198) .nd DECEMBIR 21, 19B3
D,\YUI.\, "'[hi! SEA L['HL (NGVOI
Sf/RUNG
~o(
~o
~~
BAS/N
IIREWER neHT YARD AT ClttNPORT, 'IlC.
ST11lL1NG 1"'51N
GRE[NrOn HARHOI
M,o,NHAMS[T "VENUE
VILLAGE or CUBlPORT
TOliN or saUTllOlD
COUNTY or surrOll
'ROPOSED EXCAVATION, aULKHEAU1NC;
-rnHIUIoI.IILr._UMLU("INl>. MW
IltLUHfll>Uk"IIOH Uf fLUAIlHl;
PIt k A~~l~IIIL T I' ~Olt....l!>
DANIEL S. N^TCHEZ AND ASSOCIATES. INC
555 "LD" .OAD
NU'''RON[CIC. HEll YORk IOSt3
191(1 '98-5""
....y 19.196'
Revised:
07/29/86
(!)
~
--~
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0::Cf)
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Cf) l1J
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b' ~'9" ae7S1;yrt:
I ~ '~"""'Ep.
CO}
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a
'<.:
.
I
I
I
o
I
125' 250'
SHEET NO. 18 - AREA~DERWATER LAND GRANT MAP
I?oOE"l?r I-l __
/I' ',.,'E"SnJ,v
I.tt(;hAIt/[)
"'" h. CHAPAiAtV
,"U, B.)~..,....
~/
CNJ8..r,,:c <t1~c/
. .:....
. ~ ~
~. .. $V- .
.!.JIY~" I' .
,. '''~.JO
It' I.S0'
'OR~\~S)
it>-C,\\"'\
AREA UNDERWATER
GRANT MAP
LAND
.l'k'l'.!7En'T h
Aj'7 /~ /9.J~ d "."t;JLJr//J/J~
fi',.o.:;:>,.c~,::.) #d ~ .rS4,
d~,? c. . #!J
'Y'
BASED ON A COpy OF WATER GRANT
INDEX MAP 119 Of
SUFFOLK COUNTY
. ~
, /~. ~ti'lll'~ J tfr1'tss 10'
OC/ATION
/tclI,'.S!
s^"pY' BE OI"r N. V. n F 306
O~ G"llr:~9J76 'J. (I .~
~tlg 7, /9) t#'"' f 1)'
BREWER YACHT YARD AT GREENPORT. INC.
STIRLING BASIN
GHEENPORT HARBOR
lolf,NIlANSETAVENUE
VILLAGE Of GREENPORT
TOWN Of SOUTllOlO
COUNTY OF SUfrOlK
PROPOSED EXCAVATION, BUlKHEADINC;
~XT"Rrrm::~rm;TRlo, AtlU
rrcnm'l"C1TllJ.TTCiN m ~LO^IING
- I'II:.H ^~::.!j;IIlLr I'RDjl:.LI ~
500'
DANIEL S. N....TCHEZ AND ASSOCIATES, INC.
555 ALOA ROAD
~^).l^Rmn:Cli:. NEW YOIIK IOs.LJ
191"69B-56711
....y 19,198'
RS~SED MAY 29, 1986
PREVIOUS
,~ SPOILS
~ AREA
.
EXISTING
BERM
PREVIOUS SPOILS
___ AREA
EXISTING
BERM
.
P~POSED
G OUND
PR FILE
SHEET NO. 19 - SECTION A & SECTION B
Proposed Grading Profi les -
St. Agnes Site North of Manhenset Ave.
SECTION A
PROPOSED
FILL
.......:o'!'.. '". _~...
SECTION
B
SCALE
o 25' 50'
I I
FRESH WATER
MANHANSET
AVENUE
. N...~ ,'~~ tgq.
POND
MANHANSET !IS'
AVENUE 10.
S"
o
BREWER YACHT YARD AT GREEHPORT. INC.
STIRLING BASIN
GREENPORT "ARBOR
~^NHANSET AVENUE
VILLAGE OF GREENPORT
TOWN OF SOUTHOLD
COUNTY OF SUFfOLK
PROPOSED EXCAVATION, BULKHEADING
MAIN I t.NANCt.-DRl;.P{jIHG. ANU
Rl;;CONFlGUIlA liON 01' F LOA liNG
rille ^~St.Mlll.l I'ROll...15
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALOA ROAD
MAMARONECK, liEW YORK JOS4J
19W 698-5678
Revised:
OS/29/86
.
S1. AGNES
CEMETERY
.'" .
.
.
s~tJ~~~~
ACCESS
DRIVE
SHEET NO. 20 - SECTION 0-0
Proposed Typical Sect Ion
East of Boat Basin
SECTION
D-D
PLANTERS
(CURB STOPS)
PARKING
o
WALK
PILE
FLOAT
BULKHEAD
BOTTOM
SCALE
o 5' la'
o
20'
,
BREWER YACHT YARD AT GREENPORT. INC.
STIRLING BASIN
GREENPQRT HARBOR
WANHANSET AVENUE
VILLAGE OF GREENPORT
tOWN OF SQUTHOLO
COUNTY OF SUfFOLK
PROPOSED EXCAVATION. BULKHEAOING
M^INI~HANC~-DR~DGlNG. AND
Rt:<.:OHfLGURAIIUN O~ ~LO^llNG
i'1J:::R ^!l~UII:lLl t'ROII::Cl!l
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALOA ROAD
~^M^RONECK. NEW YORK 105l.3
(9141698-5678
Revised:
OS/29/86
.
MANHANSET AVENUE
.
.
SHEET NO. 21 - SECTION E-E
Proposed Typical Section
Adjacent to Manhanset Ave.
SECTION
E-E
NATURAL
SCREENING
FENCE
BOAT
STORAGE
SCALE
o 5' 10' 20'
, .
TRAVELlFT
BOAT
STORAGE
"
BREWER YACHT YARD AT GREENPORT. tNC.
STIRLING EASIN
GREENPORT HARBOR
NANHANSET AVENUE
VILLAGE OF GREENPORT
TOWN OF SOUTHOLD
COUNTY OF SUFFOLK
PROPOSED EXCAVATION. BULKHEADIHG
MAIN II::NANCl:.-Uil.I:.L1l".ING. ANU
IfI::CuNl'luUHAllUN or i'LUAliNG
I'ltR ^~:,dII:lLY I'ROjl::l...l:,
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALOA ROAD
MAMARONECK, NEW YORK 10543
191.') 698-5678
May 19, 19B1.
.
EXISTI NG
BULKHEAD
.
.
SHEET NO. 22 - SECTION F
Typ i ca I Ma i ntenance-Dredg i ng
SECTION - F
TYPICAL
MAINTENANCE DREDGING
255'
SCALE:
10~
VERITICLEO U5
EXISTING BOTTOM
PROFILE
---MHWtI.2'
-- - --MLW-1.2'
PROPOSED
BOTTOM
PROFILE
- 9.2' MSL
"l
>k- 25'
HORI ZONTAL
BREWER YACIlT TARO AT CiREENPORT. INC.
STIRLING BASIN
GREEHPORT !IARDOR
~^HJI^".SET AVEllUE
VILLAGE OF GRE[HPORT
TOWN OF SOUTIIOlO
COUNTY OF' SUffOLK
.
o 10 20
PROPOSED EXCAVATION, BUlKIHAD1NG
--pJ:;TliTrRxm:r:mlW(jIHG, AIll>
flLnHtIGURAIIU/l U~ HOAtlNG
rll:.H ^S~UlI1U i'RUlt:.CI~
DANIEL ;I. NATCHEZ AND ASSOCIATES. INC.
555 ALO.... 1l0AD
).4A"'AROHECIt, HEW YOlO; JOSLJ
191.(1696.567&
May 19. 196'
REVISED MAY 29, 1986
SHEET NO.
23 -
SECTION
Typical
G
Subterranean Bulkhead
SECTION - G
TYPICAL
SUBTERRANEAN BULKHEAD
ANCHOR PILE
5JTO 101 c-c
\
+2.01
GUIDE PILES FOR FLOATS
.
EXISTING UPLAND PROFILE
PROPOSE D FLOATS
-MHW+I.2'
3" TO 4" THICK TIMBER
SHEETING
- -MSL
00
--MLW - 1.2'
PROPOSED BOTTOM PROFILE - 9.2 MSL
EL. -11.5 MSL
.
,
o
5'
,
10'
BREWER YACHT YARD AT GREENPORT. tNC.
ST1 RlING BASIN
GREENPORT HARBOR
IolAHHANSET AVENUE
VILLAGE OF GREEHPORT
TOWN OF SOUTHOLO
COUNTY OF SUrFOLI\:
PROPOSED EXCAVATlall. "SULKMEA01NG
",AINll:.IU,Hl,;I:.-l)IU:.l)l.II;(". AtlU
!fELUHtIGURAJluN Ut tLOAJlNG
..a.1l A!>:,UlijU t'RU[i:.CI5
SCALE
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALOA ROAD
IolAMARotfEClC, HE.... YORK lOSl,3
(91..:J 696-5678
~a)' 19. 198L
Revised:
07/29/86
.
.
.
.
.
PROPOSED BOTTOM
PROFILE
-9.2' MSL
_ ~FiY'_ +J..?~
MLW -1.2'
~
Q
~
SECTION - H
100'
INTERTIDAL
MARSH
100'
!35'
'15'--1
ENCE
PROPOSED POOL
"TIE
25'
911_1211 TlM8ER
SHEETiNG
SCALE,
,
o
SHEET NO. 24 - SECTION H
Proposed Typical Section
West of Boat Basin
1
~--MSL
0.0
FENCE
INTERTIDAL
MARSH
CONCRETE
PAD
_uMS L 0.0
BREWER YACHT YARD AT GREENPORT, INC.
STI RLlNG BASIN
G.EENPORT HARBOR
. MANHANSET A VENUE
VILLAGE OF G.EENPORT
TOWN OF SOUTHOLD
COUNTY OF SUFFOLK
PROPOSZD EXCAVA.TION. 'BULXHEADING
MAINI t,,"IANLt.-OIH.lKiJNG. Aku
JfE<-:~Nr Ic...URAt JUN OJ- i-LOAJ ING
Ylt.~ ^~~e.I~Lr PRUI~CJ~
10' 20.'
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALDA ROA D
MAMARONECX. NE. YORX 1054J
(9H J 69B-5678
~'Y 19. 198'"
Revised:
07/29/86
.
--::--. -:"-"""::::::":'~ \.~f.4t1W.4IVSET
.,.< ') ') "'::.~'--,"-::::'::::::'~:~:::.'::, ".
l : '.'~ ..-~.. ~"_.. '__.. ___:~""
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".. .... ....... - \~
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, \.... 7 ", ~ 1>
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t \ 8.1 .. \ ......... ~\.
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,/\:; o!-II TOWN OF
/:/ ~/; SOUTHOLD
'-'!J ~
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/) r
)....,... .... ../;.' / ( ~
-::... -../ -..--........
- " ".J(J[L
1.../ ii/$Gc
.'
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\
ST AGNES
CEMETERY
...........
"
/i
rnhvJ/ :
_-.:.--- ;t I
.:t. -'
'-mcvi
~..~~, ----
,...-.........-,...~..,.....
J""uJ,,I{n-,.
=-:':.=: a~_ ..:__..
......_.u.,.......,....
---.-.......-.......
IHtl> I,lpoo. UIR~H n
YOU~~ . Y.JO~:;
Ii.W.'. ll(IWH~ LA~L ~U~VlYOR~
~U\.VEY toATED JULY 1<>. 199J
HV1H~ ~EH. l. J~~J .na DEa>lSU 27,
DH."" "lA~ ~lA nVH (WCVDI
EET NO. 25
APPROXIMATE L CATION of TEST BORINGS
APPROXIMATE
LOCAilON OF
TEST BORINGS
+
"-
~
">)
nST BO~l"~~ CO!,"LJU:HLJ n:
SLA~KE n~T b~'~I~;, I~':,
Wb:.l.oHA':l 5.:.IL~ At-D
FOl'~!J'.Tlul; lXfL.:,~,qlUt-S
DAHl- FhHHI' 21, l!t~~
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8-4
....
............
......-
MHW'
STIR.LlNG
EXISTING
DOCKS
... -
FLOOD
BASIN
~
IHWEI YACHT VARI'> At CR[[WP;:'R". I"C.
~T1 ~Ll.;; 1IA~1 ~
GHL~r':'.l HAk~~R
"A~H'H~E 1 AVflo:l'!
VILlACE Of CHf~P;:'RT
10'0'. Of 5.OU1HJUI
CD~Hn OF ~UHOH.
PlIoro~tlo [JCAVAlIO.. IULUIUPI"C;
..AI.II~^..[_""u'\.,j"w. H.
Il._;~/l.h"~::l ~.I;~\ '~"~I'l(~~ ~lli..
SCALE
o 25'50'
-
100'
1
DANIEL 6. NATCHEZ AND ASSOCl4res, INC.
ss~ HilA .O"D
"AIUoW"L:l, NfW YO~l I()~J
I~j.' H~.:>d<>
".yI9.196"
198)
REVISED MAY 29, 1986
. .
,
':.NIEL S. NATCHEZ and ASSOCIA TES, Inc.
.. .....
..
.....
...
..
...
..
..
.......
.... .
..
... .. ....
......
... ...
..
... ..
. .
.. .
... ...
..
..
""""--
upervisor Frank J. Murphy
Southold Town Board Members
own Ha I I
3095 Main Road (P.
oulhold, New York
RECEIVED
~ 1986
Suite 1100
555 Aida Road
Mamaroneck. New York 10543.'
(914) 698.5678
ce of the President
SEP
August 28, 1986
O. Box 728) T_~ (".".1. c:",,+!,oId
11971
U-'l:
Ms. J u d i I h T. T e rr y .
Southold Town Clerk
RE: BREWER YACHT YARD AT GREENPORT, INC.
APPROVAL 0 f SO IL REMOVAL PERlolll AMENDMENTl3~ r
PROPOSED EXCAVATION. RELOCATION of a TRAVElIF
WelL. BULKHEAD I NG. MAII!I~",ANCE-DREDG_IN~-,._n
RECONFIGURATION of FLOATING~IER _ASSEMBL
PROJECHS)
ear Supervisor Murphy & Town Board Members:
e have been asked by BREWER YACHT YARD AT GREENPORT, INC
hereInafter BREWER), to assist them in obtaining the neces~ary Soi
emaval Permi t to unddrtake the abo~e-referenced reVIsed Modi flcation
o previously approved Master Plan ProjecICs). This letter wi I
upplement our most recent letter to you of 04/22/86 indicating tha
e would be seeking an Amendment to your previous Soi I Removal Permi
pproval dated 02/05/85.
REWER recently received Permi t. from the Army Corps CNo. 13490).
odified Permit from th~ New York SLJte D~partment of Envlronmenta
onserv3tlon (No. 10-8~-0766). a New Yor1{ State Department of Stat
onsistcncy Certi ficate (No. F-85-254), a~ wel I as the approvals fro
oth th~ Town of Southold Town B03rd O!l 2/5/85 and Southol,j Plannin
Odrd on 12/17/84 dS wel I as appl'ovals from the Vi I j~q~ of Greenport
111ch wur~ origln11 Iy requested to enable BREWER to expand and upgrad
he~r marina. Howev~r, 5inc~ the submlS510fi or the origina
ppl Ic~ttOn(s) for th! propos~d Projecl(3) ovar two plus years ago an
d c eo I p t 0 f iLLL the n ~ C C $ sa r y r e IJ :J 1 d t () r 'j J. P P r () val.;, ear 1 I e r t his yea r
G () 11 orr: I can II I:) lj , ;; t i G f;, c t ,~! f " rn" ~i.. -:~ n'~ <; ,);).';.J r 01 t G s:~ t'l k A!r.~ n drne n t ( :.)
:) the prevIously appr0v0d r(oJect:~) Th~ req~Jsted Amen,)ment(~
9Jng SOUgilt by BREWER con~!:;t of ~ mod! i ij)d deslJn of th~ orlglna
"'oJcct whIch 8REWEf1 be:ievcs 15 mOi\: 1<J'j.stlr;all'1 and e,;uflomicall'
J')slbrl~ to con'itru'.:t and operate_
4EWER IS now seei<ing a revised Soil Removal Permit (raplacing th~
- e v i 0 U s I 'J'- e x p ire d a p pro val toe:::: c a vat eat 0 t a I 0 f a p p (0 x j ma tel}
lirty-nine thou3and nine hundred thirty cubic yards (39.930 Yds.3_
om a n are a 0 f a p pro x i ma tel 'I s eve" t y - e j 9 h t tho usa n d f i '/!~ h u n d reI
SOUTHOLD
SUPERVISOR & ~WN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL
.
REMOVAL PERMIT - 08/28/86
sixty-five square feet (78,565 Ft.-) Isee SHEET NO.6 - PROPOSED
EXCAVATION & DOCK REMOVAL!. BREWER is seeking approval to excavate a
boat basin Isomewhat smaller than previously approved (see SHEET NO.5
PROPOSED EXCAVATION & DOCK REMOVAL, Comparison of Previously
Approved Plan & Current Proposal)! and install a 25' x 45' in-ground
swimming pool. (This is a reduction of approximately 30% in area and
25% in cubic yards over the previous approval by your Board.)
We would like to bring to the Board's attention that the one year time
limit associated with the Soil Removal Permit can interrupt this
Project at a critical stage or can expire just as BREWER receives the
final approvals from al I regulatory agencies. In many cases, a
Project such as this can take up to 1.5 to 2 years to construct from
the time al I approvals are received from al I necessary regulatory
agencies. Further, it can take up to 1 year or more to receive al I
the documentation for all of the approvals. Therefore, we
respectfully request that the Soi I Removal Permi t be approved by your
Board with the condition that the effective date of the Permit to be
on the day the Proiect(s) receives al I necessary reGulatory aDDrovals
and construction actually beains. Therefore, the one (1) year Permit
wi I I commence on said effective date of the actual construction. We
would also request that two (2) six (6) month extensions be approved
at this time, which would allow BREWER to complete the Project(s) in a
time I y ma n n e r .
Enclosed, please find two (2) copies of our Specific Request for Town
Board Approval of a permit for the Excavation and Relocation of the
Topsoil and Other Materials to the Same Lot and Adjacent Sites, as
Specified in Chapter 81-4 (D and G); "Soil Removal" as required by the
Town Code.
It is important to note that the previously approved Project(s) were
g i v e n a n e gat i ve de c I a rat ion from a II en vir 0 nme n t a Ire g u I at 0 r y
agencies including the NYS Department of Environmental Conservation on
September 26, 1984, stating:
"The proposed action wi II not have a significant effect on
the environment... the proposed project wi I I not
significantly affect the freshwater aquifer of the
peninsula. The peninsula periodically floods with tidal
waters there by el iminating the freshwater aquifer from
consideration as a source of potable freshwater to this
area. II
The revised excavation and bulkheading aspects of the Project(s) wi I I
not cut into the upland (in a northerly direction) as far as the
previously approved Project(s). Previously, the excavation plan was
to create a deep "U" shaped basin (extending approximately 400' upland
from the existing bulkhead) and now BREWER proposes a "trapezoidal"
shaped boat basin which paral leis the shorel ine and extends upland
only approximately 220' from the existing bulkhead at its deepest
<Page 2>
SOUTHOLD
SUPERVISOR & ~WN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL
.
REMOVAL PERMIT - 08/28/86
point Cor an approximate forty-five percent [45%] decrease in the
excavation distance from the existing bulkheadl. This comparison is
shown on SHEET NO.5 - PROPOSED EXCAVATION & DOCK REMOVAL.
Deposition of the excavated and dredged materialCs) [which wi I I be
approximately 20% less than the originally approved ProjectCs)] wi I I
sti I I be at the previously approved sites at BREWER's upland, at St.
Agnes Cemetery immediately west and adjacent to BREWER's property, and
at St. Agnes Cemetery adjacent to BREWER's on the north side of
Manhanset Avenue. [See SHEET NO. 12 - PROPOSED EXCAVATION & OFF-SITE
DISPOSAL AREAS Existing Topography, SHEET NO. 13 PROPOSED
TOPOGRAPHY of RELOCATION SITES; and SHEET NO. 15 - ON-SITE DISPOSAL &
GRADING PLAN.]
For your further information, we have enclosed copies of documentation
as well as copies of BREWER's ApplicationCs) as specified below:
1 )
Support and
including:
background
information
o nth e Pro j e c t C s ) ,
a)
Comparison of Previously Approved
Modified Proposed ProjectCs);
vs.
Revised
b) Project Description within the Town of Southold,
c) Supporting Information
i) Impact on Fresh Water Supply
i i) Impact on Marsh Area
ii) Upland Relocation
Ma t e ria I C s )
of
Excavated and
Dredged
2) Southold Board of Town Trustees as required by Chapter
97 of the Town Code - Wetlands,
3 )
Southold
required
from the
Planning Board Site Plan
by Chapter 100-130; "Zoning"
Code of the Town of Southold,
Approva I, as
- Article XIII
4) Army Corps of Engineers,
5) N.Y.S. Department of Environmental Conservation:
6 )
N.Y.S.
and
Department of State - Coastal Management Program,
7) VI I lage of Greenport.
We also specifically cal I your attention to our joint detal led Letter
of Support to the Army Corps of Engineers, the N.Y.S.D.E.C. and the
N.Y.S.D.O.S. dated 08/27/86. This letter discusses the background of
<Page 3>
. .
SOUTHOlD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOil REMOVAL PERMIT - 08/28/86
the marina, aspects of the Project(s) within both the Town of Southold
and the Vi I lage of Greenport, the need for the amended Project(s), and
the alternatives considered.
We would welcome
convenience. If
ca I Ius.
the opportunity to discuss this appl ication at your
you have any questions, please do not hesitate to
Sincerely,
DANIEL S. NATCHEZ and ASSOCIATES, Inc.
~..../.
,.f ""
.,/."
President
By:
DSNI j I j
Enclosures
cc: Army Corps of Engineers
N.Y.S.D.O.S.
N.Y.S.D.E.C.
Vi llage of Greenport
Southold Planning Board
Southold Board of Trustees
BREWER YACHT YARD AT GREENPORT. I NC.
<Page 4>
SOUTHOLD
SUPERVISOR & fRlN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL
.
REMOVAL PERMIT - 08/28/86
Comparison of
Previouslv Approved vs. Revised Modified Proposed ProiectCs)
There are several differences and
approved Master Plan ProjectCs)
following chart attempts to provide
similarities between the previously
and the proposed AmendmentCs). The
a summary of these:
AMENDED MASTER PLAN PROJECTCS) i n TOWN OF SOUTHOLD
I I "...... Previously
Approved Net
Expansion ChangeCs)
Mo d I f I cat Ion C S )
Maximum Number
Boats - Southold 65 90 -28%
CBoats -
Total Project) C 180) C 180) 0%
Total Excavat ion
Cu. Yd s . 39,660 52,950 -25%
Sq. Ft. 77,440 1 1 1 ,275 -30%
Maximum Depth -8.0'MLW -8.0'MLW 0%
Total Dredging I
Cu. Yds. 450
450 0% I
Sq. Ft. 2,625 2,625 0%
Maximum Depth -8.0'MLW -8.0'MLW 0%
Total Lineal Ft.
Bulkhead 990 1,130 -12%
Main DockCs) 750 425 +43%
Finger Pie r C s ) 1,080 1,360 -20%
Ramps 48 288 -83%
Total Pi les 65 41 +37
'Travelifts' 2 I 1 I + 1 II
Swimmi n9 Pool
1 0 + 1
Excava t ion:
Cu. Yds. 270 0 +270
Sq. Ft. 1,125 0 + 1.125
Boat Buildings 3 2 + 1
Clubhouse Building 1 1 0
<Page 5>
.
.
SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
The basic differences affecting
Removal Permit are as follows:
the
granting of the Soil
1) The previously approved "un shaped boat basin extended
upland from the existing bulkhead approximately Four
Hundred Feet (400'). The proposed Amendment(s) for this
aspect of the Project(s) proposes a 'trapezoid'
extending upland from the existing bulkhead
approximately Two Hundred Twenty Feet (220'). This
represents an approximate 45% decrease over the
previously approved Project(s) in the distance of
excavation into the upland from the current shorel ine.
It was previously determined that the area to be
excavated is on a peninsula which is not considered to
be a source of fresh water for other areas therefore the
previously approved excavation of 645' upland would not
interfere with any source(s) of fresh water for the
area.
2) The volume of material to be excavated to -8 MSL' from
the approved "un shaped boat basin was a total of
approximately Fifty-Two Thousand Nine Hundred Fifty
Cubic Yards (52,950 Yds.a) whereas the proposed
Amendment for the 'trapezoidal' excavation to -8 MLW'
requires the removal of a total of approximately
Thirty-Nine Thousand Six Hundred Sixty Cubic Yards
(39,660 Yds.a), or a reduction of Thirteen Thousand
Two Hundred Ninety Cubic Yards (13,290 Yds.a), or
approximately Twenty-Five Percent (25%) less than the
or i gin a I Pro j e c t ( s) v 0 I ume . The red u c t ion i nth e v 0 I ume
of material to be excavated wi I I provide a savings to
BREWER over the initial Project(s) cost for excavating,
t ran s p 0 r tin g and d i s P 0 s a I 0 f the ma t e ria Is. I n
add i t ion, i t wi I I mo des t I Y red u c e the time n e c e s s a r y to
complete this aspect of the Project(s), and the overal I
time necessary to finish the upgrading and
reconfiguration of BREWER's facility.
3) Two t r a vel i f t s will be pro v ide d as 0 p p 0 sed too n e
previously approved. One (1) in-ground swimming pool,
one (ll boat building and one (ll club house
[relocated) wi I I be constructed which were not covered
in the previously approved project.
PROJECT DESCRIPTION WITHIN THE TOWN OF SOUTHOLD
BREWER is seeking approval to Amend the proposal previously approved
by the Southold Town Board to expand and upgrade their marina, as
follows: (Note: The following description only includes those
portions of the overal I project which are in the Town of Southold.
The project site lies partially within the Incorporated Village of
Greenport and the Town of Southold. The project is contingent upon
receiving approvals from both entities, as well as the other governing
<Page 6>
. .
SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
regulatory agencies. For
attached joint Letter of
Engineers, the N.Y.S.D.E.C.,
the complete Project Description, see
Support dated 8/27/86 to the Army Corps of
and the N.Y.S.D.O.S.)
1)
Excavate a "Trapezoid shaped"
approximately 39,660 cu. yds. of
area of approximately 77,440 sq.
PROPOSED EXCAVATION & DOCK REMOVALl.
boat basin and
ma t e ria I from an
ft. [see SHEET
remove
overall
NO. 6 -
2 ) R emo v e a p pro x i ma tel y 225 I i n e a I fee t 0 f ex i s tin g t 1mb e r p i I e
bu I khead that extends f rom Dock #2 to the Ii f t we II and is
located along the south end of the proposed boat basin. The
excavated bulkhead wi I I be disposed of upland by a local
carting company [see SHEET NO.6 - PROPOSED EXCAVATION & DOCK
REMOVAL 1 .
3) Construct and maintain a timber bulkhead totalling
approximately 990 lineal feet [approximately 955 lineal feet
of which is along the west, north, and east perimeter of the
proposed boat basin and lift well, and approximately 35
I ineal feet is a wood subterranean bulkhead on the southeast
shorelinel. The wood bulkhead will consist of approximately
3" to 4" thick timber sheeting and approximately 14" diameter
pi les driven approximately 14.3 feet below Mean Low Water
into firm bottom materials to provide an adequate base. In
addition, there will be a sufficient tie-back system
consisting of vertical anchor piles that will be attached to
each timber pile along the bulkhead with 2" diameter
tie-rods. No tie-back system is envisioned in the area of
the subterranean bulkhead. The subterranean bulkhead wi I I
tie into nearby sections of the proposed bulkhead which forms
the east side of the proposed basin [see SHEET NO.3 - SITE
PLANMAPl.
4) Relocate and expand a travelift well by removing the existing
travelift consisting of one (1) runway extension
approximately 40' In length located between Dock #3 and Dock
#4. The proposed combined travel ift well (approximately 50'
x 40') wi I I be excavated along the north side of the proposed
boat basin and wi I I be able to accommodate a 20-ton and a
60-ton travelift [see SHEET NO.3 - SITE PLAN MAPl.
5) Construct, Instal I, and maintain a series of new floating
pier (dock) assembl ies [see SHEET NO.3 - SITE PLAN MAP and
SHEET NO. 9 RECONFIGURATION of DOCKS, Comparison of
Existing Conditions & Current Proposall, as follows:
DOCK A located along the west perimeter of the proposed
bas i n con s i s tin g 0 fa) a P pro x i ma tel y 190' x 6' 0 f ma i n
float; b) five (5) finger piers approximately 40' x 4'
located along the east side of the main float; c) one
(1) timber ramp approximately 12' x 3' located along the
<Page 7>
.
.
SOUTHOlD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOil REMOVAL PERMIT - 08/28/86
at the nor the n d 0 f the ma i n fl.
d) eight (8) timber pi les approximately
12" in diameter and 40' in length located
at the ends of each finger pier, adding
stabi I ity to the structures.
DOCK B located in the center of the proposed boat basin,
consisting of: a) One (1) main I ine of floats
approximately 185' x 6', b) One (1) timber ramp
approximately 12' x 3' located at the north end of the
main float; c) Six (6) finger piers approximately 35' x
4 ' 10 cat e d a Ion g the e a s t 5 ide 0 f the ma i n f loa t; d) six
(6) finger piers, approximately 40' x 4' located along
the west side of the main float; and e) Seventeen (17)
t i mb e r p i I e 5 a p pro x i ma tel y 12" i n d i ame t era n d 40' i n
length located at the ends of each finger pier, adding
stabi I ity to the structure.
DOCK C located in the center of the proposed boat basin,
consisting of: a) one (1) main I ine of floats
a p pro x i ma tel y 180' x 6'; b) 0 n e ( 1 ) t i mb err amp
approximately 12' x 3' located at the north end of the
main float, c) five (5) finger piers approximately 35' x
4' located along the west side of the main float; d) and
seven (7) finger piers approximately 30' x 4' along the
east side of the main float; e) twenty (20) timber pi les
approximately 12" in diameter and 40' in length located
at the ends of each finger pier, adding stabi I i ty to the
5 t r u c t u r e .
DOCK D located on the east side of the proposed boat
basin consisting of a) one (1) main I ine of floats
approximately 195' x 6'; b) one (1) timber ramp
approximately 12' x 3' located at the north end of the
ma i n f loa t ; c) s eve n (7) fin g e r pie r sap pro x i ma tel y 30'
x 4' along the west side of the main float; d) eleven
(11) timber pi les approximately 12" in diameter and 40'
in length, located at the end of each finger pier,
adding stabi I ity to the structure.
6) Maintenance-dredoe a triangular-shaped area approximately
2,625 sq. ft. to an average depth of 8' below Mean low Water,
and remove approximately 450 cu. yds. of material as measured
IN PLACE [see SHEET NO. 11 - MAINTENANCE-DREDGING MAPl. The
area within the Town of Southold to receive
maintenance-dredging, is located throughout the existing
docking facility. All maintenance-dredging activities will
be undertaken by clam shel I and barge and/or dragl ine
ope rat ion s . The ma t e ria I be i n g d red g e d wi I I be p I ace don
BREWER's upland property, semi-dried, and then relocated as
described (in #7) below.
<Page 8>
.
.
SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
7) Upland Relocation of the Excavated and Dredaed Material:
Approximately 44,090 cu. yds. of material wi I I be excavated
from the proposed boat basin with an additional 10.500 cu.
yds. of material removed by the maintenance-dredging
operations in both the Town of Southold and the Vi I lage of
G r e e n p 0 r t . A I I 0 f the d red g e d ma t e ria I s wi I I be mix e d wit h
the materials being excavated and deposited upland at three
different locations. The proposed disposal sites are: 1)
On-site disposal of approximately 2.500 - 3.500 cu. yds. 2)
St. Agnes Cemetery located adjacent to BREWER MARINA on the
North side of Manhanset Avenue. Approximately 42.100 cu.
yds. wi I I be deposited on this undeveloped 11.8 acre site
[see SHEET NO. 12 - PROPOSED EXCAVATION & OFF-SITE DISPOSAL
AREAS, Existing Topography; SHEET NO. 13 PROPOSED
TOPOGRAPHY of RELOCATION SITES; and SHEET NO. 15 - ON-SITE
DISPOSAL & GRADING PLAN].
8)
RELOCATE an existing
35' plus additional
bulkhead approximately
bulkhead [see SHEET NO.
upland club house approximately 30' x
de c kin g 20 fee t from the ex i s tin g
70 feet from the to-be-constructed
3 - SITE PLAN MAPJ.
9) CONSTRUCT an upland in-ground swimming pool approximately 25'
x 45' plus accompanying 10' cement apron. fencing, and,
screening approximately 40 feet from the proposed new
bulkheading [see SHEET NO.3 - SITE PLAN MAP].
10) CONSTRUCT an upland boat maintenance and storage bui Iding,
mast shed and bathroom faci I ities total ing approximately 110'
x 120' located approximately 75 feet from the new proposed
bulkhead [see SHEET NO.3 - SITE PLAN MAPJ.
11) CONTINUATION of a Reconfiauration Perimeter Condition which
would allow BREWER to continually change only the
location(s). width[s). and number(s) of pile(s), dock(s) and
ramp(s) within the Reconfiauration Perimeter "envelope"
[shown on SHEET NO. 10 RECONFIGURATION PERIMETER dated
07/29/86 prepared by DANIEL S. NATCHEZ and ASSOCIATES, Inc.]
provided that the number of boats would not exceed one
hundred eighty (180) and no additional bulkheading, dredging,
excavation or filling could take place without the prior
required regulatory approval(s).
12) A PERMIT CONSTRUCTION PERIOD ending 06/30/92.
SUPPORTING INFORMATION
Impact on Fresh Water Supply
AI I agencies previously examined in depth the possible
adverse impact(s) on the fresh water supply and concluded
that the previously approved and more extensive ProjectCs)
wi I I have little. if any. effect on the fresh water supply.
<Page 9>
.
.
SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
The proposed
of an effect
Project(sl.
revised modified Project(sJ wi I I
because of the difference in
have even less
size of the
According to Robert A. Villa, P.E., Chief Engineer for the
Suffolk County Division of Environmental Health, professional
hydrologists from the Suffolk County Health Department
conducted a field inspection and reviewed the previously
approved Project(sJ which extended into the upland
Forty-Eight and Two-Tenths Percent (48.2%J further than the
presently proposed AmendmenlCsl. Their conclusion is, that:
IISince the
is not real
we (Suffolk
proposal..."
peninsula where the Project is
Iy a source of the Vi I lage water
CountyJ have no objections
located
supply,
to the
In order to maintain the integrity of the fresh water/salt
water interface, BREWER proposes to undertake the Project(sJ
with the use of tight interlocking wood sheeting for the
bulkhead. The bulkhead wi I I be constructed around the entire
area being excavated and wi I I extend from a height of
a p pro x i ma tel y Six Fee tab 0 v e Me an Sea I Level (+ 6' MS L J, to
approximately Ten Feet below Mean Sea Level (-10' MSLJ.
Impact on Marsh Area
A recent site investigation indicated that a section of the
ma r S h , from its sou t h we s t cor n e r b a c k to an ex i s tin g
deteriorated subterranean bulkhead, had begun to wash away.
The amendments to the previously approved Project(sJ include
replacing the deteriorated existing subterranean bulkhead and
extending the new subterranean bulkhead to stabi I ize the
southern edge of the existing marsh area. The proposed
subterranean bulkhead wi I I be a protective barrier to prevent
further erosion of the marsh due to storms, natural tidal
action, backwash from boats passing through Stirl ing Basin
and activities at the public boat launch directly east of the
marsh.
Upland Relocation of Excavated and Dredged Material(sJ
The proposed upland relocation of excavated and dredged
material(sJ wi I I be identical to that previously approved but
wi I I be Twenty Percent (20%J less than the previously
approved excavation ProjectCs). Excavated materialCs) from
the boat basin, 'travelift' well, and all maintenance-dredged
mater ial (s) wi II total approximately Fi fty-Four Thousand Five
Hundred Ninety Cubic Yards (54,590 Yds.3) to be removed
from the Project(s) site. Of this, approximately Ten
Tho usa n d F i f t Y Cub icY a r d s ( 10,050 Y d s . 3 ) wi I I be from
maintenance-dredging within the Village of Greenport; Four
Hundred Fifty Cubic Yards (450 Yds.3) from maintenance
<Page 10>
.
.
SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
dredging within the Town of Southold, Thirty Nine Thousand
Six Hundred Sixty Cubic Yards C39,660 Yds.3) from upland
excavation within the Town of Southold, and Four Thousand
Four Hundred Thirty Cubic Yards C4,430 Yds.3) from upland
ex c a vat ion wit h i nth e V i I I age 0 f G r e en p 0 r t . A p pro x i ma tel y
Two Thousand Five Hundred to Three Thousand Five Hundred
Cubic Yards C2,500 Yds.3 to 3,500 Yds.3) of these
materialCs) will be relocated on-site in order to attain the
proper elevationCs) and contourCs) for improving the drainage
pat t ern san d for ace ommo d at i n g the add i t ion a Ire I ate d
activities such as automobile parking, boat storage, boat
repair and maintenance services.
There wi I I be approximately Twelve Thousand to Fifteen Thousand Cubic
Ya r d s C 12,000 Y d s . 3 to 15,000 Y d s .3) 0 f ma t e ria I C s ) de p 0 sit e d
on-site and along the east side of St. Agnes Cemetery which is
contiguous to the area that needs to be fi I led along the west side of
BREWER.
A smal section of tidal marsh grass CSDartina A.U.) located
in the east side towards the southern corner of the site has
been identified, NO FILL WILL BE PLACED ON OR WITHIN
TWENTY-FIVE FEET C25') OF THE MHW LINE IN THIS AREA. This
special condition will help insure the productivity of this
s ens i t i ve i n t e r t i d a I ma r s h Z 0 n e .
Most of the material being removed (approximately Forty One
Thousand Cubic Yards C41,OOO Yds.3)], wi I I be transported
across Manhanset Avenue to a site located directly across
from BREWER. All of the materialCs) will be trucked into the
primary relocation site at a point directly across from
BREWER's entrance drive on Manhanset Avenue. This
undeveloped Eleven and Eight-Tenths Cll.8) acre site is owned
and maintained by St. Agnes Church and wi I I be used as a
future cemetery once the area has been upgraded and improved.
There has been further discussion between BREWER's and Saint
Agnes Church regarding the grading and landscaping of St.
Agnes' property. To the extent possible the evergreens that
presently exist Cwhich are relatively young) will be
preserved and replanted on either the Church's or BREWER's
property. The grading wi I I be as shown on the attached Map.
The surface wi I I be protected with straw mulch seeded with a
hearty grass in a manner simi lar to that in which road beds
or other irregular slopes are planted in highway or other
construction projects. In addition, swales will be graded
around many portions of the property to insure that there
wi I I be no surface runoffs onto the roads and adjacent
properties. There wi I I be an approximate 25' buffer area
between the existing three wetlands areas and the placement
of the excavated materials. The mature trees which are on
the easterly side of the property and along parts of the berm
of the old disposal area wi I I be preserved.
<Page II>
.
.
SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
In short, the primary relocation site does not represent a
significant or critical environmental habitat. In addition,
because of its proximity to BREWER [approximately Fifty Feet
C50') south, across Manhanset Avenue), al I trucking
operations to and from the area wi I I not cause any
disturbance to any of the nearby residents. A temporary
access drive into the site wi I I extend directly across from
the existing entrance drive at BREWER. There are no
obstructions or tight curves at this point along Manhanset
Avenue.
A more detai led description of issues related to the projectCs) can be
found in the attached joint Letter of Support dated 08/27/86 to the
Army Corps of Engineers, the N.Y.S. Department of Environmental
Conservation, and the N.Y.S. Department of State.
DSN/jlj
<Page 12>
(File
in' Du~iica te)
.
..I....... "Li v.!." ...11......... ...~~......._u..'
Tm',:,:; CL~ili<' S OFFICE
.
Fee__
paid_ _
SQUTI-!OLD, NEH YORK
.
APPUCA TION FOR PERMIT FOR SAND AND
GRAVEL PIT OR OTHER EXCAVATION PURPOSES
1. Name of Applicant Br-::;;.ter Yacht Yard at GreenpJrt, Inc.
2. Address of Applicant Manhaset Ave. Village of GreenpJrt Town of Southold
'-OW1cy UL .::>ullu.ik. .;Jl..o.L.t:: u[ Hew ..I.v....k
3. Detailed statement of proposed operations Excavate a trapezoid shaped boat basin
within an area of approximately 77,440 sq. ft. to a depth of 8' below MLW and
rerrove approximately 39,660 cu. yds. of IlE.terial. Excavate an area approxirnately
.,
1125 sq. ft. to install a 25' x 45' p::ol ranging frem three to ten feet deep,
rerrovino approximately 270 cu. yds. of material. All materials being rerroved
total of 40,380 cu. yds. fran all excavation and maintenance dredging operations
will be relocated upland at 3 locations. SEE LEITER FRCM DANIEL S. NATCHEZ and
ASSCCTA'T'RS. TNr dat:P.d
4. Names and addresses of all property owners of record within 200 feet of the
outside boundaries of the premises within which operations are proposed to .
be performed. .
West - St. Agnes Church GreenfOrt, New York 11944
East - ToNn of southo1d
North - St. Agnes Church - GreenfOrt, New York 11944
5. The following must accompany this application unless waived by the Town
Board. If applicant requests a waiver of any of the following items, applicant
should insert at the end of application subdivisions for which a waiver 1s
requested.
A. Detailed statement of the proposed operation together with a
plan of the area proposed for excavation or for removal of
top soil which shall show condition of the plot or premises
before operations and the proposed condition of the same
after operations are completed, such plan to be prepared by
a duly licensed engineer or land surveyor and drawn to Bcale
showing all adjoining streets, location and dimensions of
premises, the location, size .and use of any existing buildings.
B. A topographic survey of the premises prepared by a duly
licensed engineer or land surveyor showing contours at 10
foot intervals, using Coast and Geodetic Survey datum.
C. Duly acknowledged COnsents of the owner of the premises and.
mortgagees, if any.
.'
.
.
D. Receipted tax bills or photostatic copies thereof or other
proof showing payment of all taxes and assessments against
premises for which an application is requested.
E. A proposed comprehensive plan for the rehabilitation of the
premises together with a schedule of progress therefor. Such
plan to set forth the ultimate contour and grade of the area
upon completion of work, describing the area to be refilled,
top Boiled and seeded and apecifying the amount and extent
thereof to be performed before December 31st of the year for
which permit is being applied for.
F. Estimate prepared by a duly licensed engineer or land surveyor
of the total number of cubic yards of material to be removed
from the property during the permit period.
6. Applicant hereby requests a waiver of the requirements of paragraph 5, sub-
divisions , , . , , .
sect. S;paragraphs Ta1iQ aaswe= Section 11.
Dated:
August 28, 1986
dt~Plicant
Brewer Yacht Yard at Greenp:Jrt, Inc.
Corporation
By ~ 'R,.. _~
i ature of OHi er
Sworn to before me this 28th
day 0> ~~st~ /2 1jJ~'
/~( I_~ij~
- Notary l(',blic
LESUE J, MILlER
-.. Public. Statoaf N_York
No, 483' 506
Qualified in Westchester County '7.
Commiaaion Expire. Mtlrch 30, 19..L/
-2-
~
,;~ .-
~':J;,'~~_
. '. .'.~
.
.
TC'WN OF SOUTHOLD
SUFFOLK COUNTY, N. V
......I<E...LL
FLiNDS
PA'I'''6LE
TO
RECEIVER OF TAXES
GEORGE MELLAS
TOWN MALL SOUTMDLO, N Y 111171
MON TOI"Al 1100...... T0400P",
CLOSEO AlllfGAt. I-lOLIOAYS
CLOS~ SAT
:516-76S-1&a;J
1983.1984 TAX LEVY
TAXES BECOMe A LIEN ON DEe 1:
BILL NO. 291
SUFFOLK COUNTY TAX MAP NUM&A
3';"'6-1
SWIS: '473801. 'ROll'SEC':-1
ClS: 570 ACRES: .25
""""ASSn' AVE
:TAX...CODE:: ;148
,.:
TAXABLE V.M.UE
TAXES
"..... ..,,,. ...."..LvI" ..
........_ 'Y_""""~''''''''", --....
00' ''''''""C"""..,.,_,...
Co~"",C___...
I""................__co_
r,_.....~...,_...._
COUNTY
TOWN
. ~3; 20f.J
,3,iOO .
_~~;_20~
-101.;
70,;~
718..~
.~
.'
SCHOOL
SP DISTRICT_
....ET. EXE,",PT
AGED EXEMPT OTH. EXEUPT
-
-~--'- '" --''.. r- -
---- ....c..;.~..
BREWER"S YACH'll 71rn:D"A"T
GREENPORT I
MANHANSET AVErtJE
GREENPORT, N.Y. 11944
... _. .":'~.:-(~~~~:'-c
LAND VALUE ASSESSED VALUATION
.1000 3200
')T~R
,
r
TOTAl. TAX
891';6
coDe
SCHOOL DISTRICT
,
- -- -- .-- .......--
PENAL TV
473810
.
TOTAL
RECEIVED PAYI.4ENT "lRST MALI' TAX
RECEIVED PAYMENT SECOND HALF OR TOTAL TAX
REeE,"T NC
17891
OA TE PAID
05-31-84
AMOUNT PAID
445.81
REC~9f% 6
o 1-~(j;:~'~
A1;~~='ll'2
N2~E TAl.ES ..;:IE ~"YA6LE BY CHEC,< CASH OR MONEY DRDER CHECKS
W'l~ BE ACCE~TED SUS.JECT TO COLLECTION ~OR WHICH THIS OFFICE ASSUMES
.....C <lE~OO"'S'S'lITY "0 ::ASH BY \AAJl NO JRD ~ARTY CHECK POSTAGE STAMPS
....::~ ~C,:!:OTEO "'0 "OST 0'" TED CHEC'<S ACCEPTED
PLEASE READ THE REVERSE SIDE
NOTICE
SECOND HALF TAX MAY SE P"'IO AT THE SAME Tl'-4E THE FIRST HALF IS QUE AND ~AYA8L
seCONQ HAL!'" CAN Be "'Ala A T AN'!' TIME UNTIL '-4A'!' Jhl. WITHOl.!T PENAL TY
ORIGINA
Ti"WN OF SOUTH OLD
Y
UAKE ALL.
FUNDS
PA'!'ABLE
RECEIVER OF TAXES
GEORGE MELLAS
TOWN HALL SOUTHQLD, NY 11971
MON TO~"" 900"''''' TO.OO~M
CLOSED ALL LEGAl... HOllOA'!'S
CLOSeQ SA T
56-16s.-SOJ
1983.1984 TAX LEVY
SL:F~C:..O( COUNTY, N TO , , -
SWIS . '473889 ROll SEt . t TAXA8LE VALUE TAXES
,~~,,~~ . . -
, --
.. " ClS: 570 AC RE S: 9.50
-~'. .......'
" ... - ....".~': .., "'ANHANSET AVE COUNTY 27,900 888.03!
'. ~:~..:- ;::' :~""'''':-:.:::~ r
4396 TAX-CODE: 145 TOWN 27,900 1,699.56,
BILL NO. SCHOOL 27,900 6,267.26
SUF!'"OUC: COUNTY TAX ""AP NUMBER
43.-3-2 SP DISTRICT 27,900 253.25
:..A.N2 '.AL:..:E I ASSESSED VAlUA nON Brewer's Yacht Yard 'HER
At
tR40Ci 27900 Greenport, Inc. -
- , T-.TAL ,~x ,
TAXES 8ECOME A lIEN ON OEC. 1ST
-,,-~
i ,l.GEC EXEMPT! OTH EXEI.1PT 1
Ii'
I
Manhanset Aven:le
Greenport, N.Y.
9,108.10
.':.:7 E:l<::".H':
11944
SCI-100l DIS TRICT
","ALTY I
TOTAL
RECEivED PAYMENT FIAST HALF TAX
I
I
-,
473810
J:lECE:IVED PAYMENT-SECOND HALF 01'1 TOTAL TAX
;:;:-"'P"'..'"'
-'-'3341~
DATE PAID AMOUNT I"AIO
05-31-a4--c r-, _.4,554..0c~",
RECEIPT ~o
29165
DATE PAID
AMOUNT PAID
01-10-84
4,554.05
",-'~E ......ES .l."E p...YABlE BY CHECK, CASH OR MaNE'!' OI'lOER, CHECKS
.~;~~ 6E "'C:Eo~E:J 5~B.JECT TO COLLEcnON FOR WHICH THIS OFFICE: ASSUMES
>.0 <lES"O"'S,E!'lITY NO C"'S'" BY ......'l NO JRO PARTY CHECI< POSTAGE STAMPS
".J~ "'::::~:>-E:l ....0 peST DATED Cf_ECKS ACCE~Teo
PLEASE READ THE REVERSE SIDE
""OTlCE
SECOND HALF TAl( l.AA'I' BE PAID AT THE SAl.AE" TIME THE FII'IST HAL!'" IS CUE AND PAYABLE I
SECOND HALF CAN Sf PAID AT ANV TIME UNTIL J.AAV 31", WITHOUT PENALTV I
ORIGINALj
!
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8 ,,~
3
5
.
LIST of DRAWINGS
.
for
BREWER'S YACHT YARD at GREENPORT, Inc.
August 28, 1986
I I I I
SHEET NO. T I HE DATE
1 GENERAL VICINITY MAP 05/19/84
2 LOCAL VICINITY MAP 05/19/84 I
3 SITE PLAN MAP Rev. 07/29/86
4 EXISTING CONDITIONS 05/19/84
5 PROPOSED EXCAVATION
& DOCK REMOVAL
Comparison of Previously
Approved Plan & Current Proposal Rev. 07/29/86
6 PROPOSED EXCAVATION & DOCK REMOVAL Rev. 07/29/86
7 SITE PLAN MAP
Comparison of Praviously
Approved Plan & Cu r r en t Proposal Rev. 07/29/86 I
8 SITE PLAN MAP I I
Comparison of Existing
Conditions, Previously
Approved Plan & Current
Proposal Rev. 07/29/86
9 RECONFIGURATION of DOCKS
Comparison of Existing
Conditions & Current
Proposal Rev. 07/29/86
10 RECONFIGURATION PER I METER Rev. 07/29/86
11 MAINTENANCE-DREDGING MAP II
Proposed Dock Conf i gurat ion OS/29/86
12 PROPOSED EXCAVATION & OFF-SITE
DISPOSAL AREAS
Existing Topography Rev. 07/29/86
1 3 PROPOSED TOPOGRAPHY of
RELOCATION SITES Rev. 07/29/86
14 LOCATION of SITES for
SOUTHOLD WETLANDS PERMIT Rev. 07/29/86
1 5 ON-SITE DISPOSAL & GRADING PLAN Rev. 07/29/86
<Sheet 1 of 2>
DR~WING LIST - BREWER~EENPORT - 08/28/86 ..
SHEET NO. T I HE DATE
16 AREA NAVIGATION MAP Rev. OS/29/86
17 RECONFIGURATION of DOCKS
& MOORINGS
Proposed v s . Existing Conditions Rev. 07/29/86
18 AREA UNDERWATER LAND GRANT MAP Rev. OS/29/86
19 SECTION A & SECTION B
Proposed Grading Profiles
St. Agnes Sit e. North of
Manhanset Avanue Rev. OS/29/86
20 SECTION D-D
Proposed Typical Section
East of Boat Basin Rev. OS/29/86
21 SECTION E-E
Proposed Typical Section
Adjacent to Manhanset Avenue Rev. 05/19/84
22 SECTION F
Typical Maintenance-Dred9ing Rev. OS/29/86
23 SECTION G
Typical Subterranean Bulkhead Rev. 07/29/86
24 SECTION H
Proposed Typical Section
West of Boat Basin Rev. 07/29/86
25 APPROXIMATE LOCATION
of TEST BORINGS Rev. OS/29/86
<Sheet 2 of 2>
.
.
I SHEET NO.
1 - GENERAL VICINITY MAP
!l
0v..\)
SO
v..'V
\>-
\S"
v..(:)
,,0
.-~--.......
-.-
.--
'Hay BfruA rt
~"~.
. i~'
/ \ I
/~ J,""i.",. If
/
{
5'0 UTHOLD
\
'"
BAY'-........
\
\
i
i
i
\
COf'
(";i':'.;~
D
VICINITY
MAP
10,000'
I
JUIIU He"T HIP n (;ltI~~OIT. INC.
HIIlINC; UUN
I"Hllton llAue.
I.lANIlANHT "UNUt
'lLlA!;l or laUllron
TOVNOf50U1tlClll
eOl/lIuor 5UrfOll
o
I
2500' 5000'
I
~~~?J:~~~~::~~~I~~~I:~~D1NG
nLl1lImlJ'^lllJ~ 1Il 'LUAJ'h~
--nn:-1:mI1itff'l'Olr::n--
DANIEL. II. N^TCHEZ AND "BaOerATetl, INC.
~~~ 'ullA 10Al)
WAW.'ON!:~:. ~~~ .~~~l 11I5,t]
.
.
SHEET NO.
2
LOCAL VICINITY MAP
Goll Coun.e
2
2+
33
LONG ISLAND
10
3'
o
31
10
9
.H
o L
~
13
II
/'
/'
/'
/
I
I
Beach Clu
Shelter
Island
Heights
57
-.......
.......
.......
.......
'-...
'-.
3'
BREWER
YACHT
YARD
<6
22
39
'7
2
5
24
.
8
Dering
Harbor
CheQuit
t
13
"
VICINITY
BREWER YACHT YARD AT GRrtNPORT. INC.
o
I
1250' 2500'
I
5000'
I
STlRlll<G BASI"
GREEHPORT HARBOR
~ANHAHSET AVEHUE
VIl.lAGE OF GREENPORT
TOWN OF SQUTHOLD
COUNTY Of SUffOLK
PROPOSED EXCAYATlON, BULKH[At.llNG
MAINI IN^'',-l-l)lIl11,,I/<H.., ANI.!
IIT"ONfIGUKAI10N Of ,LUAIIN[...
PIllI ^~~H'nl !'Huller!!
Dated:
05/19/84
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALUA ROAD
M.......ARONlCK, NEW YDkl( 10543
'!II' l 69B~S67b
.
.
ST AGNES CHURCH
CEMETERY
PAOPOSE D
DISPOSAL SITE
~l~
~"-"" ....... I u ~
--,.....I'I~". . fy//fA'LJ
.:'" "'~ ...:-..""'v'i.4NScT
", "', \. ....'-... ..-:" .4VE"
,"" .' '"'''' .....-.. ~.'l._ ..........,'
C (..~~ISTING ......... ...........: .::~..~.~'~......
, ......... CONTDU~ ............ .... "1\) ...
\ \ .......\ ............ ......... D....:_.:::::-.... ~.
\\ \, \\.. '\ ..................8._-..---....:.......... '.,~......
\.... \. \
. . ,
\ \ ". '. PARKING AND WINTER ,\
\ '''', \ BOAT ST'ORAGE .. \',
\ " \. \ ~\ OJ
. , '. '"
I \ .. ...... ..--....... 7 . ..."
\ \ .... /" . .... ". .~ ~
\ .. ......,.. \' ...-.......
.. TRANSFORMER \ (:~f20~~~ \
"..... .. VAULT'. - 6 '11
. .. ',: ""-",
" ". f i
. .,
'RESTROOMS' :'
\ l .'
(; \t....
",,\
is
<::>
\-
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SHEET
NO.
3
SITE
PLAN MAP
f
1)]
~
-10{_
\
----.
'.
,
,
'.
'.
'\
,
,
,
,
,
.
,
.
,
,
.
.
.
,
,
,
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mh0 J
~_ c--
.. ri1 CW
TCWN a'
SOUTHOLO
~40'
T.
36
-L
34'
.:
>":::::86"
DOCK;(
/.::::8J' .
/> DOCi'( E3'
-...!q
,0"
<"~
Do~7d'-.,(
PROPOSED RECDNFIGURATlON a'
FLOATING PIER ASSEMBLIES
-=:'.':._-
~::';jr::.;~ -
=o.rH';1~ ~.....
::::..':~~::~J~:'::':'-
SITE PLAN MAP
SCALE
o 25' 50' 100'
f _ 1
BR[~[R Y~CHT YARD AT GRE[NPORT, lHC.
STIRLING BASIN
GREENPORT IlARBOR
l.l....I-IllANSET AVENUE
VillAGE OF GRE[HrDRT
TOWN OF SOUTHOlD
~ouHrY Of SUffOLK
PROPOSED UCAVATIQ&...aULKIIEADIHG
~XTRmAR1:t=nll~DG1RC:, MW
lfl.'tOlltTCUl1;TTl:I'f.l Or rlOAllNli
rl~k A~~HlIlLY r~u~
lASED UPON SURVEY BY
YOUNG' YOUNG
N.Y,S, LICENSED hUll SURVEYORS
SURVEY DJ.TED IULY2f..,1geJ
ltVlSEo SEP1. I, 19B) In!! DECEI-lBER :Z7, 1983
DATUl." ~EA.~ SE.^ LEVEL (NGVD)
PANIEL S. NATCHEZ AND ASSOCIATES, INC.
SSS ALDA ROAD I
UAIolAROH[CK, NE.W YONK lO~J
(SUI 69B-Sb7b
lollY 19. J9B'
Revised:
07/29/86
lAUIlU'tlW suun n
YOUW" l TOU~C;
II.Y,S. LIC[~~[~ U.~D Sll.VnOIS
SUNVn DAHD JULY l!.. 19&1
.EValD SEPT. I, 19<11 ud O(ClIoUU 21, 1911
PATillO, WIA_ SEA llHL INC;VDI
,
-"'-
\
.
4
EXISTING CONDITIONS
NO
EXISTING
CONDITIONS
"
~
I'fj
,
'. . M.
~ -=~"'-""'::':::.:~ ..... :4NH.4NSET
..... ~.. ~~~.... "'-. '..~.~.....-..~.~-~. ....-4VE
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. "'-. --.,:::;-_::::.~~~.
1 ((....... """'" ..---......., ...... ~\ ......
\ ~~-...-.... "-.._--~....'" .......... /0 "'_____. \
\ \ ....~....... .... ........9 ------ - \.,.....
\ '" ....,\ -................- 8 ....--...... ........ " '..
\ "', ... EXISTING \
\ '.. \ \
\ "'" \, CONTOURS '\
I \ .. . ~ ""
\, \, ....... ...-.." 7 ..... \~\';
. :" -------. "'. ~
I , .. .... .~04.
I \ ...._ \ ..... \
\ '\ ....~. . .
," ~ ....
.... ........- ~~: 6 .... ,
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/'l'/ ~!J
, ,
\.. ".....-../,'.~~ ~r
, ..... '/ T/ (
. '~~r~j)/~'?t~l-tw
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DOCK
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CEMETERY
,
"
..........
,
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,
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"
WOOD
BULKHEAD
--
..........
-.
"
,h'
1
DOCK
4
STIRLING
BASIN
F~~ L&e
~
Jtrvn TACIlT 'HRD AT "1[[N'On, IIIC.
STULl"C; US1N
G_HIiPOPT kAUO.
WAN"~_S[J AV[IiUE
YILLAGt or GUEI/POlT
TOWII Of 5oOUTHOLD
CPl!wn or surrOLl
.'01'05[0 UCAVATIOto. IULIHEUoI_C;
IoIAI.lt~AIiL<.I>.I1)~!.~
It.LU.'I...UHII"'~ w' HUh),""
'11' .'~U.H' HUll~"
SCALE
o 25' 50'
~
100'
,
DANIEL 8. HATCHEZ ANO A850ClATES, INC.
555 AU", 'OAD
1oII.HLUOO;ECI. HIi lO~1 105-1.3
1!iI.lb9b.!>t>lb
'Ioy I.. J~'
.
.
ffiCPOS ED
B.J Wrrm AD
A UNO
BOA BAS IN
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omm
o-lCJ>
-m '-{
VI ;:0 () -<
"'-<I
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~ 2
;;j
pjl~1t&~~~v~~~
. I,. OSAl SITE"
___-;..~~~ ..... \ 11
..... "'--....:':..,." ..~~/4NH4NSE.
....., ..... "'. t':" .. ..... '{
\ } '," -::-.'. _::" AVE
,.... 0' '. ...... ~."._.........
I r .............. ......... ........ --..:.//.....
\ t., ........... ............. .......... -"~~'" -"
\ -'.. ......--...... ......~ ""0. '"
\ \ ........-.... ","
. ,'. ""~' ......._-.. \
\ ... ", .......,,,
\ \. \ ,.........8_~.~~~._~:....... ,>..
\ ....... \ EXtsTING '\
\ ........ \ CONTC1l~ \
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\ ~ \ \ ~..~
\ \fREVIOiJ_~LY . ',tT\
I <t\PPROVE'9, t~'-'---7--___ .... \ ~
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\ '\ '. \ \.
...... .... \\ \ '.. \,
'..... \ : ...... ~\
.. ... ..
, " ',~--
"
~
t'l)
SHEET NO. 5 -
PROPOSED EXCAVATION & DOCK REMOVAL
Comparison of Previously
Approved Plan & Current Proposal
--
~
"'-
\
r\
Z ......
rn .....
.
,
,
\
\
PROPOSED
NEW
EXCAVATION
'.
~c
X'O
('~
--
-...---
'j::;;~T::':---
-.-'" ~
::"'..~~.::::~:::':':':':..-
-..-........-.....
SCALE
o 25' 50' 100'
"...... ,
COMPARISON OF PREVIOUSLY
APPROVED PLAN e.
CURRENT PROPOSAL
PROPOSED EXCAVATION
AND DOCK REMOVAL
BRE....ER 'tACH! YARn AT CRtEIl'PORT, lWC.
STIRLING BASIN
CIlEEIl'POlll HARBOR
~lAWllANSET AVENUE
VILLAGE or CREEIl'PORT
TOWIl OF SOUTIlOLO
COUNTY or SUffOLK
PROPOSEO EXCAVATION. JlUlKHEAOIHC
----un~HN^NC\:._UlltDloIHl.o, ANU
lll't"OH'rTIitJR^llUNU~ rl.~
-p-n:1< ^~:'\:.~IIlLY ~RU)l(..l!>
B.UtO UPON SURVEY BY
YOUllG . YOUNG
ll.l.S. LlCEIl~EO tAIHl SURVEYORS
SURVEY OHEO IUlY 26, l'.l~J
HVISEO SErT. I, 1563 and DECEM!H:1l 27. 196)
DAtU....; \.lEAN SO. LEVEL lIJGVDI
DANIEL S. NATCHEZ AND ASSOCIATES. IN
5S5 ALPA ROAO f
NA~IAROHECK. HEW YORK 105~3
19141 69~-5678
l-lay'19.IS8L
RevIled, 01129/86
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SHEET NO.6 -
PROPOSED EXCAVATION & DOCK REMOVAL
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PRCPOS ED
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PROPOSED EXCAVATION
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BRE....EIl YACHT YARD AT GREENPORT, INC.
STIRLING BASil"
eRE-EHrORT HARBOR
It....HllANSET ......[llut
V1LLAGE or GREENPOIlT
TO\{U Of SOUTllOl.D
COUIIT,Y OT SUffOLK
BASED UPON SURVEY BY
YOUl1e; . YOUHG
H,Y.S. lICEU~[D t....:o SURVEYORS
S\lIIVEY D},TEO 11ILY 20, 19a]
R[V1S[O 5l::PT. 1, IS,BJ ln~ DECEhleEll 27,
OAlUl~; l.lEAN SEA LEVEL OlGVDI
PIlOPOSED EXCAVATION, BUlKHEADING
--,:f:x:TFlTrnxm:-r=trrrE'DG1IIG, AND
lIl'tl:5lIF'TWlrrrrrilr1rrTt"'O'J:TTm;;
""'""'"""""Pl1'w A~~U.lllLl I'RUIt.CI~
198)
DANIEL S. N....TCHEZ AND ASSOCIATES, INC.
SSS ALOA ROAD
MAllARD/H:CK, HEW YOIIII I05l3
l~l' I 696.5676
MIY 19. 1~8'
Revised: 07/29/86
USED uroll IU~Yn IT
lOUN"'YIlUIIG
N.'.I, LlCIIIHIl LAlit. IU.ynOn
Iu.vn DAUD JULY 26, 19dJ
UVUID snl. I, 19JJ ...~ D[CUliU Z1, lU3
DATUIol, MUll ItA LULL !IlGVDI
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.... l ..... . \_
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SHEET NO. 7 -
Comparison of
Approved Plan
Proposal
SITE PLAN MAP
Previously
& Current
'mM
\
\
\
....."
=
-
f'REVIClJSLY APf'PCMJ) fl.O\TS
c:tJRRE:ttPKPC:GEJ)FLOI'JS
ST AGNES CHURCH
CEMETERY
PAOPosEb
DISPOSAL SITE
...............
rnh0 .I
~~
...
't.!q
,0"
<"~
PROPOSED RECONFIGURATlON OF
FlDATlNG PIER ASSEMBLIES
COMPARISON OF PREVIOUSLY
APPROVED PLAN 8
CURRENT PROPOSAL
lUll!. Y.!.CIfTYUoAT GUlllrOlf, IIIC.
STULIIIO U51H
GRHHPORT !lUROR
IoIA1UlAIISlTAVfIlU!
YILLAGlOF GRHNrOU
TOVIIOfSOIlTllOlD
tOUNTYOf lurrou;
~~M~~~mJ~~
fi"tClrnr:rrJll.Tlllll UI tI.U^IIJ/G
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:':':::='::::~l~~:':''''
SITE PLAN MAP
SCALE
o 25t50' 100'
r-- ,
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
~5~ "LDA tOAD ,
IoIAW,lOlltCl, NEll YOU IO~J
19U1 691.~U.
. w.~ I'. I9U
Revised:
07/29/66
lAUD UtoHlllnn n
lOU~C; I IOUNG
II.I.S. L1ClHUI LAND 511"'nOIl
. SLl~nl DAHD lUll n, IUJ
InlSED Ut,. I, Itl)..." IIlCUUU 17. Inl
lIAnUlI UUII ItA LlYlL IJlGYDI
.
.
SHEET NO.8 - SITE PLAN MAP
Comparison of ExIsting Condl-
tlona. Previously Approved
Plan & Current Proposal
\
~...-
\
~~~~~
--. " -, M4A1
. . :';Y4-VScr
....-..
BREWER YACHT YARD
AI GREENPORT, INC.
PREVIOUSLY
o APPROVED
CONFIGURATION
~-~-- EXISTING
'-___J FLOATS
· EWk~SE..PND
HE; mIURC\!
s1 tEG"E1ER1
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!n ALIIA lOAD
I,MM'uOKlCl, IIlV 10'& IO~
ItUI u._su.
N'r II, IfU
Revised:
07/29/86
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lASED UPON SURVEY IT
YOUNG l YOUNG
N.T.S. L1CEHSED LAND SU~VE'l'OR5
SURVEY DATED JIlLY 16, 1911J
'[VISED SEPT. I. 198) ...d OECE/04B[1 27, 1983
DATUMl NE"" SEA LEVEL (HGVOI
SHEET NO, 9 -
RECONFIGURATION of DOCKS
Comparison of Exl.tlng Con-
ditions & Current Proposal
"-
_ 4VE
_."-".,_._-_.~
~
BREWER YACHT YARD
AT GREEN PO R,T, INC.
--....-...
L- _ __J
EXISTING
FLOATS
· Eh8lT~SEJ?ND
ClJ
~
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SCALE
o 25' 50' 100'
P"""""I .
Q
tf
o
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.RE....ER YACHT YARD AT GUENPORT. IMC.
STIRLING '''SIN
GRtEMI'ORT HARBOR
M"MNANSET AVENUE
VilLAGE or G:I[ENPORT
TOWN or $OUTHOLD
COUNTY or SUFFOLK
PROrOSED EXCAVATlON, aULlCHEAD1NC
1olA.INI ~N"N\...t-llM.tU~IN", MW
Iltl.UNtllolJk"IlUN Ut ,LUAllNl,o
I' Ilk ^.!I.!Il~IBLJ !'NUll....l:'
Si'Rl..'tvG
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BA.S,tv
DANIEL S. NATCHEZ AND ASSOCIATES, INe
555 ALlIA lOAD
NAHAROHECX, HEW YO'K IOs..:3
1911.1699-5676
th)' 19. 19li.t.
Revised:
07/29/86
3~6124,94N
f~:2::~~;r3~',<I210J" ..
LONG. 72"2" 2$.89990
.
SHEET NO. 10
RECONFIGURATION PERIMETER
~
~
-N_
\
ST AGNES CHUROH
CEMETERY
PROPoSE.D
DISPOSAl. SITE
RECONFIGURATION
PERIMETER
EZZ3
"26"61'.98 N.
24$2766.4" E.
tAT. 4,"OG'''4811.)8-
tONG.T2"21'2",09646"
'--.
-.
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((
(1"'0 I ............
: WJrI?
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I " .......... 24$JZ-'8.66E,
" _::::" ~ tAT. 41.06';S01S50g"
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-'260CI 58 N.
2453J!9?1<.I E.
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LONG. 72~1'19.'1105.
~E1l YACHT YARD AT GREEH!ORT" IH~.
STIRLING IASIH
GREEHPORT llARBOR
~u,IIIlANSET AVENUE
VILLAGE or GREEHrORT
TOWIl or SOUTlIOLO
COUll TV OF SUFFOLK
~~?J~~~~g~~~K~I;tDIIIG
rt'C:mrrrmn1TUlll 01- t LOA IlliG
--r-rn-.n-nmTJfJDrrrrr--
DANIEL S. NATCHEZ AND ASSOCIATE'S, IN
555 ALOA lOAD I
J.l^W.RONECK, IIrw YO~K I05-L3
19HI698.561&
. I-hy 19, 19B'
Revised: 07/29/86
-.
--."-.
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::-:.r_'=1__.....
:::..:.: :';=.~ ~ :~J ~ ~ :;..-
SOAl.E.
o 25' 50' 100'
r.=.. '1
lASED UPOH SURVEY BY
YOUNG' YOUNG
N.Y .5. LIClN~to L~N[J SURVEYORS
SURVEY DAlEO JULY ~I:.. 19aJ
ltV1SED 5[1'1. I, 19!J _lid DECnlBEII 27. 198]
DATUl.h liEU SEA LIv[l WGVDI
, -
--.
'" -....._. M41Vf.'AA'
'-. . .::",,",'vSe-T
"--..
E
-n
CJ
CJ
r
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SHEET NO. 11 -
MAINTENANCE-OREOGING MAP
Proposed Dock Conf Igurat Ion
"
~
'1
\
"1-1_
\
AVe-
-'-
=---
~
~
280' I
E
~
VPI. D~RERp0~~CE
tlLLI.i DGING
~~~~D~6 f8JtHkN
DAruM:MEAN SEA
LEVEL
~tES ClIURC\\
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~S\'tE
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/
/
/
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OJ;if Q:-
"0(0
SCALE
o 25'50' 100'
~ I
PROPOSED
600'
DoCk
----
j:=;j~;--
_._11 .
--_0__..
=--=---=..-.:::::=--
CONFIGURATION
STIRLING BASIN
E88
..... ?
'.O~~~D [XCAVAT10W, IUlXH[ADINC
~"'Ilil LN......~-UItLI,l".j...... ",,1..1
.L...U".ll.oU~"".J~ Ut ,L-.1All""
I'HI< "'""l~I~Ll rlt..,It....I:>
....SED U'ON SURVEY IT
1'OUw~ , TOUNG
M." .5. LICEwsEO LAWO SURVEYORS
SURVEY OATtD JULT 26 I!I~J
.[VISED SEI'T. I, 1953 and D[c[WBU :n. naJ
.A ~
FLOOD
CANIEl S. NATCHEZ AND ASSOCIA.TES, INC.
555 A.LDA ICAII !
.....WAROHlCJ:. W[1o{ YOItK ICs.tJ
I!IILI6911-507b
Nay 19. 196'-
.
.
SHEET NO. 12 - PROPOSED EXCAVATION & OFF-SITE
DISPOSAL AREAS
Existing Topography
\ 4.0
P
l?E'v'OUS
SJr~fS.oOs-il.
Ul
l>
Z
o
-<
STIRLING
BASIN
'"
"';0
\'1,
~~
SCALE
o 50" od
==
PROPOSED EXCAVATION AND
OFF - SITE DISPOSAL AREAS
EXISTING TOPOGRAPHY
U[IIH UCHT YARD AT GREEHI'ORT. IHC.
5TIRLIJ/CU.5111
GUrHPORT KUDOR
IolAHIIAHHT AVEHU~
VillAGE Of GHIIIPOn
TOI/II Of ~OUTflOLO
COUHTY Of SUffOlK
PIOP05UlEXCAVATlOH, BUlKHu'lllHG
..^IHllHAHLl_~WlU"IHL... ""II
tr::mm<:1JHlluN..n ,LIIAI'""
rllk II~,U~~LI PKU~
lASED UPON
tOHl(;HPltlC 1011.'
fiVE EA51 EIII TO~'HS
surrell. COUf/n, H. Y.
SUED NO. 111'_(0
surraH CDUlln
DHAUllIHl Of PU~LIC ,",ORH.
DA1II\.l: IHMI SU LlVU
DANIEl. S. N"TCHEZ "NO ^S-SOCIATES, INC.
~~5 ALIIA RDAIl
looAloMWOH!.(t, HlII YOH~ 1O~:J
191' I b96_5~7"
. "'r U. J9H
Revl,ed: 07/29/86
.
STIRLING
BASIN
..
l(o
\'6
\~
UIEll uroll
toroourlllC MAl'
'IVCUSTUIl TOlo'HI
'UrrOL~ COUNTY. N. Y.
'IIEET NO. Illl-~O
SUffOlk CDUNn
P!rAnlllHT OF Pll~LlC ,,"OUI
IMTUIII ~ltAH itA U:VtL
,~"ou C",,"n H' ~.. ."w....,
....T .~.u e,,",," (OEwm", : =::~ ::: ~::::::::: :::. : ~~ .1':1.
...... lA'''T .... AT ~.....o". ..c. _ 1),-)-),
.
SHEET NO_
13 - PROPOSED TOPOGRAPHY of RELOCATION SITES
9.0
~~€"we /0
J?ClPo1e64CHr
CONr2:ftg
Co..
"~IGU
~}'"IO..v
1&0'
U~~-A~
/".J'iO/Jo
'eo
ODe-\,
~
N
PROPOSED TOPOGRAPHY
OP RELOCATION SITES
"<>0'011","'0<:....., or '''''''",'00 i'l" _ IOOTn
" lli:~:~{:I.:~~Ji~'jg;~~~i::::.~I;'~t~'~~:~~f:t;~:~~;:~;~;
1I.~lt To. lop ,.,/.., .r ,''v", ..." .... .. ~"'""'" ..<..
...,.....vUl................._..rr'LO.,
II :::::;,'~:,,:' ;,...,:::..,.:.:"~'::' :.'~:. .~"~:,,:~l. "::..... t~::::
<....""',,... ..... I,,,,, (0< .(.,..".,1 .m b, .'.... 1\ r,.. 01
lb. ..... ..... ,. .~."" ..~.".,,,.~ ....'"....
l'............'.h."'........."...,......,..."......,.".
.,~Ih."...."..."...."'..."........".,~.".....
lJ ~:.;~.::;::~. n' w...". ...... M.... I"" .n" .."... "... .'1'
"....." ........ 'nl.. .,,,.. ........ ......,...
VI
"
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L
<9;
SCALE
o SO' 'CO
==
IUVU VACIIT fUll AT OH(UrOIT, IIlC,
nllllllClIUlll
IlAHH~OIT UHUQI
UAllllAHStt AVEllut
V!lUGt Of ORUtlfOAT
TOIIllOf SDUTllOlII
COUIITY Of SUHOl~
rROpOS[D UCAVATlOIIL..llllkIlUIl,"O
--anAf!Al~rr:tllrO~IAC:~
~mmmT11lTron'LllAIIIItI
rr-nmTIlTn'ROrrn'--
D"NlEI. 8. tlATCljEZ MlD ASSOCIATEll, triO.
5~5 AlDA ROAD
UHIUOllrc~. N[\'/ vo.e IUS"
191t1t94-SGJ!
Nor l~. I~U
R~ V'S[O 10- '._84. R.""aED
AevllSfld:
07/29/86
.
.
SHEET NO. 14
LOCATION of SITES for
SOUTHOLD TOWN WETLANDS PERMIT
~'1--" __./ ~ ",1
-'-../ -~ .It. '
, ~ \ ~ "
f't ~ ,,,-c,-{ Jl..~I.O'" p"
~ ~~~t~_---~
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.
<.0
12
9~ 9.0
A ~1,J;AO""
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a
l 1
STIRLING
PROPOSED AREA
TO BE DREDGED
BASIN
~
\\
~~
UPL~~:~
SCALE
o 50' od
=
LOCATION OF SITES
FOR WETLANDS PERMIT
!U\I[J Utili TUD U GH[HPOIT. IlIe,
UIUIIIG IHIII
C;UEHPORl IlAUOI
"AHIIANHT.V[Nut
YILLAla Of c,Hu,pon
10\0'11 or il)UTlIOLD
caulITT or SurfOLK
UUD UPOII
TO,oc;~APllIC loll"
fiVE [AST L." TO~'HS
IUHCl5 COllNn. II. T.
SUlCI 11::1.1111_'0
SUffOLI'COUNIY
Dlr.n'111l1 01 '''~LIC ":lUr.
III lUll, WLl" ~l. LLY(l
'lorOHO (.CAVAllD'I, IUl~HUl>tNCi
-UnArrlURcr=1llirr;;;TI:C:-U;'!i--
lfl"Ull1ITi':1Jn.l1U1rurt1-c;mJR.
-"'n-rniun"..rnlrm-
DANIEL S. to,TCHEZ AND As'saCIAlES, INC.
sss AU.. lOA"
loIAlo4AIOllI c_. 1111/ 'O~l IO~:J
It III o".~~l"
'ht l~, uu
Revised: 07/29/86
EDGE OF
MARSH
(APPROX.J
\
''''-
\
.
.
SHEET NO.
15 - ON-SITE DISPOSAL & GRADING PLAN
ON-SITE DISPOSAL
AND GRADING PLAN
_. ~i'I,.~RNf5 eN SECT.
-=!'Q.0F..o1\mTI!~ T
.5lIr_ I
...MA"!HANS;;-
'" I
"0---.. AvE.
"
~
"1
AREA TO
BE FILLED
NATURAL
SCREENING
lIES C\lURCI1
s1 ~"'E1€R~
"~EO
~~l. S\1E
o\SPU'
....
slvCl;o",
r"oc-"
<0
SCALE
o 25' 50' 100'
~ ,
'-------....
~
~
ut\lU YACHT HIli AT CUUIPOIl IHC.
nUL,wG 'HIN
GRUIIPOll K~"O'
IoUIIHAHHT AHHUl
'1'UM:'[ or CH[lI~On
10...1101 SOUlIlOLII
tOUHTYor 5UrlOLJ
~(o
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----
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?:~~~=F.?.;~-:;:.:'~
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'~~AllUhl"llU"'lh~
---rlrr;-J~".IIHI"."~
STIRLING BASIN
O....NIEL S. NATCHel ....ND ASSOCIATES, INI
....Ul_ IIrtl!o; wnn"
l(ll'H~ . I"\'~L
II."~' LlClHHI' lUll W~'"0H~
~UHI Y IlAlll' IUL I 1(., I~~.l :
ltVIUI' 51rl. \, 19~) .n~ "\rtlll"~ 71, ,,~)
DII1U", IHb ~LA LlYll II/',VI',
~',~ AU';' 'L'41'
IUIol410NICl, 11111 HI.r 1~~O
I'll I ~~h.~t.lh
'" ~ ,~. ,~t-.
Revised: 07/29/86
SHEET NO.
.-
.
AREA NAVIGATION MAP
).....,
"'t,
o 250' 500'
I
};
1000' ~ ..,,"
~
~~
h
~
AREA NAVIGATION MAP
BREWER YACHT YARD AT GREENPORT, INC.
STIRLING BASIN
GREENPORT HARBOR
MANHANSET AVENUE
VILLAGE OF GREENPORT
TOWN OF SOUTHOLD
COUNTY OF SUFFOLK
PROPOSED EXCAVATION, BULKHEADING
MAINTENANCE-DREDGING. AND
RlCONF1GURATION OF FLOATING
PIER ASSEMBLY PROJECTS
BASED UPON
DEVELOPMENT PLAN
VILLAGE OF GREENPORT
TOWN OF SOUTHOLD, N. Y.
JUNE, 1967
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALDA ROAD
MAMARONECK, NEW YORK 10543
(914) 698-5678
May 19. 1984
REVISED MAY 29, 1986
.
.
~~~mlf\L1l:
"-'" -- M4:VH.4NScT
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-"'-..-.
,
-"'-
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BREWER YACHT YARD
AT GREENPOR,T1 INC.
S CIIURCII
S1 ".?~1I'.Ri
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lASED UPON SURVtT BY
lOUNe a YOUNG
N.T.S. LICENSED lAND SURVEYORS
sUllvn DAHD JULY 26. 198J
REVISED SF.PT. I. 1'183 .nd DEC[lolB[R ]7, 1983
DklUM, IolEMI ~tA LEVEL CHGVDI
.
SHEET NO. 17-
RECONFIGURATION 0' DOCKS
& MOORINGS
Proposed V!i. Exist Ing
Conditions
r--l iDITIONftL
: I ~~~OR
L..__J ;-"B061<5
8 ~~O~'b~10
~- -- - EXIS TING
L- - - _J FLOATS
. gW&-~SERND
S6vo.vAl
'ltoQ<,
~
SCALE
o 25' 50' 100'
P""'"""'I ,
o
B-4Sltv
BREWER YACHT YARD AT GREtWPORT. IHC.
5lULING IASIN
GRtEHron HAUOR
MANHANSET AnNU[
VILLAGE Dr CREtNPORT
TOWN or 5OUTHOlD
COUNTY or surrOll
I'ROPOSEO EXCAVATION. BULI(HEAtllNC
---p:x-fNllHANLl-llHLUl"IHl",ANr-
KlLWHIl>llilAIION 01 ILUAIINl:;
rail A!>!>l~IHLI rHUIl...l!>
DANIEL S. NATCHEZ AND ASSOCIATES, INC
555 "LOA lOAD
IoCMIAION~CI(. NEW YO~k IOSl3
1910698.5,611>
"hy 19, 196'
Revised: _lULl_91BB
^
I
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-'-
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/::"'t
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SHEET NO.
18 - AREA UNDERWATER LAND GRANT MAP
I?oOE"Rr H. -.
" "n'E"Srrw
l.V(;RANo
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~/
.~ ~~~':!;,;r. PhC~roN
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125' 250'
.cllt......~~.~ ~"'>o'
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~. ...~~.
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500'
tlR~~~Q
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AREA UNDERWATER
GRANT MAP
LAND
~
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.
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t:r /,,-! /9.J~ fJ'h'Or//J/J?
I ~.-D~rC<:'6) d ~ .....$1.
d~./? ~ . "!i
?J.
BASED ON A COPY OF YATER GRANT
INDEX MAP 'l9 OF
SUFFOLK COUNTY
BREWER YACIlT YARD AT GREf:NPORT. INC.
:s ~
I)
"",?' ;rJ'tll'~ -' ~l"l,SS '"
,,"SJoe/AT/oN
S"Ii"Y IIEIl;~r N. V.~'7 1'.106
O~ G/lL~f' '9316 'j, (/ .
/log 7, 19 tI~" f 1)'
STIRLING B^SH~
GREENPORT HARIIOR
t.t...NIlANSET AVENUE
VILLAGE Of GREENPORT
TOWN OF SQUTllOLP
COUNTY OF SUFFOLK
PROPOSED EXCAVATION, BUlKNEAD1NG
---PX1RTlNANCl_OW~G, AkU
1fi.'CrlllrTClfll1.TITitl Ut HUAIINl.
- PIlW ^~~nlllLl rRUltCI:.
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALDA ROAD
~A"'^RONI::CIC. NEW YaNK IO~J
r9UI698-567&
/.I.)' 19,196'
REVTSED MAY 29, 1986
PREVIOUS
, ~ SPOILS
~ AREA
.
EXISTING
BERM
SHEET NO. 19 - SECT ION A & SECT ION B
Proposed Grading Profiles -
St. Agnes Site North of Manhanset Ave.
SECTION
A
~ l ,~.. ,. .,..
SECTION B
PROPOSED
FILL
PREVIOUS SPOILS
___ AREA
EXISTING
BERM
.
EXISTING
GROUND
PROFILE
SCALE
o 25' 50'
I I
MANHANSET
AVENUE
FRESH WATER POND
tlO'
5'
D
~....-- .,~
T --
MANHANSET f 15'
AVENUE 10'
Y
D
BREWER YACHT YARD AT GREENPORT, INC.
STlRllNG BASIN
GREEHPORT HARBOR
MAHHANSET AVENUE
VILLAGE OF CREENPORT
TOWN Of SOUTHOlO
COUNTY OF SUFFOLK
PROPOSED EXCAVATION. BULKHEAOING
M^INTlNANCe_DRlU~IHG. AND
Rl::CDNHGURAIIUN 01- HUAIIHG
I'It:fl A!::l!::lt.MIlU I'ROlll..IS
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALOII ROAD
JolAMARONECK, NE'" YORK J05.(3
{91Ll 698-5676
Revised:
OS/29/86
.
.
ST. AGNES
CE METERY
,'ot
s~~l~~~~
ACCESS
DRIVE
SHEET NO. 20 - SECTION D-D
Proposed Typical Section
East of Boat Basin
SECTION
D-D
PLANTERS
(CURB STO PS)
PARKING
." WALK
"
PILE
FLOAT
BULKHEAD
BOTTOM
SCALE
o 5' 10'
o
20'
,
BREWER YACHT YARD AT GREEHPORT. INC.
STIRLING BASIN
GREEN PORT HARBOR
loIANHAHSET AVENUE
VILLAGE OF GREENPORT
TOWN OF SOUTHOLO
COUNTY OF SUFFOLK
PROPOSED EXCAVATION. BULKHEADING
MI\INIt:.NANI..r.-DREDGING, AND
1fI:.LUN~Il.iUR^IION m ~LU^llNG
I'll:.tl ^~:>I:.MIlLY I'ROJt::U~
DANIEL S. NATCHEZ AND ASSOCIATES. INC.
555 ALOA ROAD
)IlAMARONECK. NEW YORK 105/.3
{SILl 698-5678
Revised:
OS/29/86
.
MANHANSET AVENUE
.
.
SHEET NO. 21 - SECTION E-E
Proposed Typical Section
Adjacent to Manhanset Ave.
SECTION
E-E
NATURAL
SCREENING
FENCE
BOAT
STORAGE
SCALE
o 5' 10' 20'
,
TRAVELlFT
BOAT
STORAGE
~
BREWER YACHT YARD AT GREENPORT. INC.
STIRL.ING BASIN
GREENPORT HARBOR
MANHANSET AVENUE
VILLAGE OF GREEtlPQRT
TOWN OF SOUTHOlD
COUNTY Of SUFFOLK
PROPOSED EXCAVATION, BULKHEADING
MAINI~NANC~-DR~uuINu. AND
IftUJNI-IGUIiAJIUN U~ ~l.O^,INl"
l'it.1< ^:,:,t.!.Il:lL~ rROII::.....15
DANIEL S. NATCHEZ AND ASSOCIATES. INC.
555 ALOA ROAD
MAMARONECK, NEW 'fORK 1050
(914) 698-5676
May 19. 198'-
.
EXISTING
BULKHEAD
.
.
TO BE
REMOVED
t
SHEET NO. 22 - SECTION F
Typical Maintenance-Dredging
SECTION - F
TYPICAL
MAINTENANCE DREDGING
FLOATS B PILES
- - -MHW t 1.2'
-- - --Ml W-I.2'
EXISTING BOTTOM
PROFILE
PROPOSED
BOTTOM
PROFILE
-9.2'MSl
'4..
255'
>/<E- 25'
SCALE:
BREWER YACHT lARD AT GR[ENPORT. INC.
STIRLING BASIN
GRE[NPORT HARPOR
MANUM/SET AVENUE
VILLAGE Of GR[ENPORT
TOWN Of sour HOLD
COUNTY or sur fOLK
PROPOSED EXCAVATION, 8UlKIlEADING
--R'-~.nITEN^Nl,;l-OIlI:.U(jING. ANU
IfICUNtlGIJRAllUl1 U~ tLOAIING
filII AS~UIIlLr t'IIUJlUS-
10 ~
VERITICLEo U 5
HORIZONTAL
.
o 10 20
DANIEL ~. NATCHEZ AND ASSDCIATES, INC.
555 ALO.... ROAD
MAIolARONECK, NEW VOIII( 10S-tJ
(91.:1 6911-56]8
May 19. 198.(
REVISED MAY 29, 1986
SHEET NO.
23 - SECTION
Typical
G
Subterranean Bulkhead
SECTION - G
TYPICAL
SUBTERRANEAN BULKHEAD
ANCHOR PILE
51TO 101 c-c
\
+2..0'
GUIDE PILES FOR FLOATS
EXISTING UPLAND PROFILE
3" TO 4" THICK TIMBER
SHEETING
PROPOSE D FLOATS
- M HW + 1.2'
.
- ---- ----
- -MSL
0.0
- - --MLW - 1.2'
PROPOSED BOTTOM PROFILE -9.2 MSL
EL.-11.5 MSL
,
o
5'
,
10'
!REllER YACHT YARD AT GREENPORT. tNC.
sT1 RUNG BASH~
GREENPORT HARilOR
MAHHANSET AVENUE
VILLAGE Of CREEHPORT
TOWN Of SOUlHOLD
COUNTY OF surrOtlC
PROPOSED EXCAVAT10N, .BULKHEAOIHG
M^INllN^H~l-PNl~~IN~. ANU
IITCUN~IGUIl^rION ur rl..UAllNG
1'11:.11 ^~~l:.MIlLY rRUII:.Cl~
.
SCALE
OANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALOA ROAD
IolAW,ROHECK, HE.... YOIlK J05-(3
19).t;) 696-5678
1.I..y 19. 1518L
Revised:
07/29/86
.
.
.
.
SECTION - H
PROPOSED BOTTOM
PROFILE
-9.2' MSL
:!3S'
FENCE
MHW_ +l.2~
"TIE
MLW -1.2'
9U_rz" TIMBER
f-- SHEETING
~
~
Q
100'
INTERTIDAL
MARSH
100'
l5'-1
PROPOSED POOL
25'
,
a
SCALE,
SHEET NO, 24 - SECTION H
Proposed Typical Sect ion
West of Boat Basin
1
~--MSL
0.0.
FENCE
INTERTIDAL
MARSH
CONCRETE
PAD
___MS L 0.0.
BREYER YACHT YARD AT GREENPORT. INC.
STIRLING BASlII
GREENPORT HARBOR
~ANHANSET AVENUE
VIllAGE Of GREENPORT
TOWN Of SOUTHOlD
COUNTY Of SUffOLK
PROPOSED EXCAVATION. -BUlKHEADING
M^JHI~H^HL~-DWtUGIN~. Aku
IfECONrlGUil:AIWN OJ- rLUA,lNG
1"11::.11 A':'~I::.MtlLt t'ROI!:.CD
la' 20.'
DANIEL S. NATCHEZ AND ASSOCIATES. INC.
555 AlDA ROA 0
MAMARONECK. NE..... YOflX 1054:3
C91,J 698-5678
M.y 19. 198,-
Revised:
07/29/86
.
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lIVIHli son. I, 1~6J .n~ PEa.un 27. 19S3
0.11,.., IolH.. ~LA lHH (11(;"'01
HEET NO. 25
APPROXIMATE LOCATION of TEST BORINGS
APPROXIMATE
LOCAtiON OF
TEST BORINGS
+
r-.
h
~
nST BO~I"~~ cOt>[JU::UI.J ey;
~L.(H THT I>~'hl"-=' II.;:.
~UbSl,jkrhCl ~IL~ 'AM>
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---,XI ip,h TOWN OF
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,..;:) ~/;
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- -' ...J!;LL
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fLOOD
EXISTING
DOCKS
BASIN
~
aRHlE1 Hr~T lUll J,T GREtNP;;lH. INC.
5TIH1N':> U51N
GRU"P;:',T HJ,~~::O'
W^NH",HlT AVr"l'\
VIU"c;t Of c;U[.oIP;;lU
TO;;N Of s.oUTH;;lUI
COUHTY Of !>UffOll
SCALE
o 25' 50'
-
PlOPOS[lJ[lCAVAIIO".IUlKHEUI".C.
--.nTI:l"r'll"n.t_ll'lh..t~~, ,,~,
J.~l'~tt...llUtl.,~ ,'I tlU^.I~..
nil. "~~U.bll ~~Ulld~
100'
1
DANIEl S. NATCHEZ AND ASSOCIATES, INC.
555J,lD^'O^D
w"w.HOtHCK. 'olE" TORk IOSon
(~t.., (,~;._!>.1~
...,19.1906.
REVISED MAY 29, 1986
.
DANIEL S. NATCHEZ and ASSOCIATES, Inc.
.
....... .......
..
. ..
...
.. ...
.. ....
..
. .
..
..
... .
....
. .-
... .
... .. ...
... ...
.... ..
--
....
..
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......
.... ...
..
.....
...... ...
RECEIVED
Suite 1100
555 Aida Road
Mamaroneck. New York 10543-4002
(914) 698-5678
Qlfice of the President
Supervisor Frank J. Murphy
& Southold Town Board Members
Town Ha I I
53095 Main Road (P.
Southold. New York
SEP 3 lY86
1....... rl".I. ",,"thold
August 28, 1986
O. Box
11971
728)
A It n:
Ms. Judith T. Terry,
Southold Town Clerk
RE: BREWER YACHT YARD AT GREENPORT. INC.
APPROVAL of SOIL REMOVAL PERMIT AMENDMENTS for
PROPOSED EXCAVATION. RELOCATION of a TRAVEL 1FT
WELL. BULKHEADING. MAINTENANCE-DREDGING. and
RECONFIGURATION of FLOATING PIER ASSEMBLY
PROJECT( S)
Oedr SIJp~rVISor Murphy & Town Board Member3:
We have been asked by BREWER YACHT YARD AT GREENPORT, INC.
(hereinafter BREWER), to assist them In obtaining the necessary SOl I
Relnoval Permi t to undertake the abo~e-referenced reVised Modi flcations
to previously approved Master Plan ProjectCs) ThiS letter wi I I
supplement our most recent letter to you of 04/22/86 ~ndlcatjng that
we would be seeking an Amendment to your previous Soi I Removal Permi t
Approval dated 02/05/35.
BREWER recently received Permit;;. from th~~ Army Corps (No. 13490), a
Modified Perml t frOtn the New Yl)rk State Department of Environmental
ConservJtlon (No. 10-84-0766), a New Yor\ State Department of Stat~
Consistancy Certi flcate (No_ F-85-254J, as we! I as the appr4lvals from
both th:; Town of S!)uthold Town Board on ~/5/85 and Southold Planning
BOdra all '~!1!/84 d.i wet I as apprOV31s from the VI l ~a1~ of Greenport.
Wlllch wur~ or iglnJI I; requested to enable BREWER to expdnd and upgrade
their mar Ina. Howev~r. sinc~ th~ 5~bmisSlon ot the original
Appl JCJt lon(s) for tll~ proposad Project(3) ovor two plus years ago anlj
r ~ eel p t 0 f ..!'!....L.L the nee e ~ s a r y r t1 9 IJ ! J. tor '/ .J P pro val:5 e ,} :- I ! e r t his y,~ a r .
~c()nGml G and I O(J;:; t i G fac t.jf:3 m,li\e I ~ il':';!j:3sar j S'~\'~\ /.....In!~ndrn(-;n t (::.)
[t) th~ previously approv~d ?roJect(~~ Th0 req'J~zted Amendment(~)
bSlng sought by BREWER cunsl~t of ~ modi fled deSign of th~ or igin3i
prOj~C~ which BRENEn bel jgves IS mor~ 10<]:sttca! iy and Bconomical Iy
(.J,J.::.iblt:: ti) con.'itruct and op~r_1te.
BREWER IS now seeking a revised Soil Removal Permit Cr;}placing the
pre v i 0 u sly - e x p j red a p p (0 val toe:x c a vat eat 0 t a I 0 f a p pro x i ma tel y
thirty-nine thou3and nine hundred thirty cubic y.:trds (39.930 Yd.s.3)
f rom an area of approx ima te I y sevl'tn ty.-e i gh t thousand f i '.Ie hundred
SOUTHOLD
.
SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL
.
REMOVAL PERMIT - 08/28/86
sixty-five square feet (78,565 Ft.R) [see SHEET NO.6 - PROPOSED
EXCAVATION & DOCK REMOVAL!. BREWER is seeking approval to excavate a
boat basin [somewhat smaller than previously approved (see SHEET NO.5
PROPOSED EXCAVATION & DOCK REMOVAL, Comparison of Previously
Approved Plan & Current Proposal)! and install a 25' x 45' in-ground
swimming pool. (This is a reduction of approximately 30% in area and
25% in cubic yards over the previous approval by your Board.)
We wo u I d I i k e to b r i n g tot h e Boa r d's at ten t ion t hat the 0 n eye art i me
limit associated with the Soil Removal Permit can interrupt this
Project at a critical stage or can expire just as BREWER receives the
final approvals from al I regulatory agencies. In many cases, a
Project such as this can take up to 1.5 to 2 years to construct from
the time al I approvals are received from al I necessary regulatory
agencies. Further, it can take up to 1 year or more to receive el I
the documentation for all of the approvals. Therefore, we
respectfully request that the Soi I Removal Permi t be approved by your
Board with the condition that the effective date of the Permit to be
on the dav the Proiect(s) receives all necessary reaulatory aDDrovals
and construction actuallY beains. Therefore. the one (1) year Permit
wi II commence on said effectiye date of the actual construction. We
would also request that two (2) six (6) month extensions be approved
at this time, which would allow BREWER to complete the Project(s) in a
timely manner.
Enclosed, please find two (2) copies of our Specific Request for Town
Board Approval of a permit for the Excavation and Relocation of the
Topsoil and Other Materials to the Same Lot and Adjacent Sites, as
Specified in Chapter 81-4 (D and G); "Soil Removal" as required by the
Town Code.
It is important to note that the previously approved Project(s) were
given a negative declaration from all environmental regulatory
agencies including the NYS Department of Environmental Conservation on
September 26, 1984, stating:
"The proposed action will not have a significant effect on
the environment... the proposed project wi I I not
significantly affect the freshwater aquifer of the
peninsula. The peninsula periodically floods with tidal
wa t e r s the r e bye I i m i n at i n g the f res hwa t era qui fer from
consideration as a source of potable freshwater to this
area. II
The revised excavation and bulkheading aspects of the Project(s) wi II
not cut into the upland (in a northerly direction) as far as the
previously approved Projecl(s). Previously, Ihe excavalion plan was
10 ere a I e a de e p "U" s hap e d bas i n (e x ten din gap pro x i ma tel y 400' up I and
from Ihe existing bulkhead) and now BREWER proposes a "trapezoidal"
shaped boat basin which parallels the shoreline and ex lends upland
only approximately 220' from the exisling bulkhead at its deepest
<Page 2>
. .
SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
point (or an approximate forty-five percent [45%) decrease in the
ex c a vat ion d i s tan c e from the ex i s tin g b u I k he a d 1. T his c omp a r i son i s
shown on SHEET NO.5 - PROPOSED EXCAVATION & DOCK REMOVAL.
De p 0 sit ion 0 f the ex c a vat e d and d red g e d ma t e ria I ( s) [wh i c h wi I I be
approximately 20% less than the originally approved ProjecHs)) will
sti I I be at the previously approved sites at BREWER's upland, at St.
Agnes Cemetery immediately west and adjacent to BREWER's property, and
at St. Agnes Cemetery adjacent to BREWER's on the north side of
Manhanset Avenue. [See SHEET NO. 12 - PROPOSED EXCAVATION & OFF-SITE
DISPOSAL AREAS Existing Topography, SHEET NO. 13 PROPOSED
TOPOGRAPHY of RELOCATION SITES; and SHEET NO. 15 - ON-SITE DISPOSAL &
GRADING PLAN.)
For your further information, we have enclosed copies of documentation
a s we I I a s cop i e s 0 f B R EWE R 's A P P I i cat ion ( s) ass p e c i fie d below,
1 )
Suppor t and
including'
background
i n for ma t ion
on the ProjectCs),
a)
Comparison of Previously Approved
Modified Proposed ProjectCs);
vs.
Revised
b) Project Description within the Town of Southold;
c) Supporting Information
i) Impact on Fresh Water Supply
i) Impact on Marsh Area
iii) Upland Relocation
Ma t e ria I C s )
of
Excavated
and Dredged
2) Southold Board of Town Trustees as required by Chapter
97 of the Town Code - Wet lands,
3 )
Southold
required
from the
Planning Board Site Plan
by Chapter 100-130; "Zoning"
Code of the Town of Southold;
Approval, as
- Article XIII
4) Army Corps of Engineers,
5) N.Y.S. Department of Environmental Conservation,
6)
N.Y.S.
and
Department of State - Coastal Management Program;
7) Vi I lage of Greenport.
We also specifically cal I your attention to our joint detai led Letter
of Support to the Army Corps of Engineers. the N.Y.S.D.E.C. and the
N.Y.S.D.O.S. dated 08/27/86. This letter discusses the background of
<Page 3>
SOUTHOLD
.
SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL
.
REMOVAL PERMIT - 08/28/86
the marina, aspects of the ProjectCs) within both the Town of Southold
and the Vi I lage of Greenport, the need for the amended ProjectCs), and
the alternatives considered.
We would welcome
convenience. If
ca I I us.
the opportunity to discuss this application at your
you have any questions, please do not hesitate to
Sincerely,
DANIEL S. NATCHEZ and ASSOCIATES. Inc.
By:
,/
President
DSNI j I j
Enclosures
cc: Army Corps of Engineers
N.Y.S.D.O.S.
N.Y.S.D.E.C.
Vi Ilage of Greenport
Southold Planning Board
Southold Board of Trustees
BREWER YACHT YARD AT GREENPORT, I NC.
<Page 4>
.
.
SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
Compar i son of
PreviouslY Approyed vs. Revised Modified Proposed ProiectCs)
There are several differences and
approved Master Plan ProjectCs)
f 0 I I ow i n g c h art at temp t s top r 0 v ide
similarities between the previously
and the proposed AmendmentCs). The
a summary of these:
AMENDED MA S TE R PLAN PROJECTCS) in TOWN OF SOUTHOLD
I I ""0000 Previously
Approved Net
Expansion ChangeCs)
Mod,f,cat,onCs)
Maximum Number
Boats - Soulhold 65 90 -28%
CBoats -
Tolal Pro j e c t) C 180) C 180) 0%
Tolal Excava t ion
Cu. Yds. 39,660 52,950 -25%
Sq. Fl. 77,440 111,275 -30%
Maximum Deplh -8.0'MLW -8.0'MLW 0%
Total Dredging I
Cu. Yds.
450 450 0% I
Sq. Ft. 2,625 2,625 0%
Maximum Depth -8.0'MLW -8.0'MLW 0%
Total Lineal Ft.
Bulkhead 990 1 , 130 -12%
Main DockCs) 750 425 +43%
Finger Pie r C s ) 1,080 1,360 -20%
Ramps 48 288 -83%
Total Pi les 65 4 1 +37
'Travelifts' 2 1 I + 1 II
Pool
Swimmi ng 1 0 + 1
Excava t ion:
Cu. Yds. 270 0 +270
Sq. Ft. 1,125 0 +1. 125
Boat Buildings 3 2 + 1
CI ubhouse Building 1 1 0
<Page 5>
. .
SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
The basic differences affecting
Removal Permit are as follows:
the
granting of the Soi I
1) The previously approved "un shaped boat basin extended
upland from the existing bulkhead approximately Four
Hundred Feet 1400'). The proposed Amendmentls) for this
aspect of the Projectls) proposes a 'trapezoid'
extending upland from the existing bulkhead
approximately Two Hundred Twenty Feet 1220'). This
represents an approximate 45% decrease over the
previously approved Project Is) in the distance of
excavation into the upland from the current shorel ine.
It was previously determined that the area to be
excavated is on a peninsula which is not considered to
be a source of fresh water for other areas therefore the
previously approved excavation of 645' upland would not
interfere with any sourcels) of fresh water for the
area.
2) The volume of material to be excavated to -8 MSL' from
the approved "un shaped boat basin was a total of
approximately Fifty-Two Thousand Nine Hundred Fifty
Cubic Yards 152,950 Yds.3) whereas the proposed
Amendment for the 'trapezoidal' excavation to -8 MLW'
requires the removal of a total of approximately
Thirty-Nine Thousand Six Hundred Sixty Cubic Yards
139,660 Yds.3), or a reduction of Thirteen Thousand
Two Hundred Ninety Cubic Yards 113,290 Yds.3), or
approximately Twenty-Five Percent 125%) less than the
or i gin a I Pro j e c tIs) v 0 I ume . The red u c t ion i nth e v 0 I ume
of material to be excavated wi I I provide a savings to
BREWER over the initial Projectls) cost for excavating,
t ran s p 0 r tin g and d i s P 0 s a I 0 f the ma t e ria Is. I n
addition, it will modestly reduce the time necessary to
complete this aspect of the Projectls), and the overal I
time necessary to finish the upgrading and
reconfiguration of BREWER's faci I ity.
3) Two travel ifts wi I I be provided as opposed to one
previously approved. One II) in-ground swimming pool,
one II) boat building and one II) club house
[relocated] wi I I be constructed which were not covered
in the previously approved project.
PROJECT DESCRIPTION WITHIN THE TOWN OF SOUTHOLD
BREWER is seeking approval to Amend the proposal previously approved
by the Southold Town Board to expand and upgrade their marina, as
follows: INote: The following description only includes those
portions of the overall project which are in the Town of Southold.
The project site lies partially within the Incorporated Village of
Greenport and the Town of Southold. The project is contingent upon
receiving approvals from both entities, as wel I as the other governing
<Page 6>
.
.
SOUTHOlD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOil REMOVAL PERMIT - 08128186
regulatory agencies. For
attached joint letter of
Engineers, the N.Y.S.D.E.C.,
the complete Project
Support dated 8/27/86 to
and the N.Y.S.D.O.S.)
Description, see
the Army Corps of
1 )
Excavate a "Trapezoid shaped"
approximately 39,660 cu. yds. of
area of approximately 77,440 sq.
PROPOSED EXCAVATION & DOCK REMOVAll.
boat basin and
ma t e ria I from an
ft. [see SHEET
remove
ove r a I I
NO. 6 -
2 ) R emo v e a p pro x i ma tel y 225 I i n e a I fee t 0 f ex i s tin g t i mb e r p i I e
bulkhead that extends from Dock #2 to the lift wel I and is
located along the south end of the proposed boat basin. The
excavated bulkhead wi I I be disposed of upland by a local
carting company [see SHEET NO.6 - PROPOSED EXCAVATION & DOCK
REMOVAll.
3) Construct and maintain a timber bulkhead total ling
approximately 990 I ineal feet [approximately 955 I ineal feet
of which is along the west, north, and east perimeter of the
proposed boat basin and lift wel I, and approximately 35
I ineal feet is a wood subterranean bulkhead on the southeast
s h 0 rei i n e 1. The wo 0 d b u I k h e a d wi I I con s i s t 0 f a p pro x i ma tel y
3" to 4" thick timber sheeting and approximately 14" diameter
pi les driven approximately 14.3 feet below Mean low Water
i n to fir m bot tom ma t e ria 1st 0 pro v ide a n ad e qua t e bas e . I n
add i t ion, the r e wi I I be a s u f f i c i en t tie - b a c k s Y stem
consisting of vertical anchor piles that will be attached to
each timber pile along the bulkhead with 2" diameter
tie-rods. No tie-back system is envisioned in the area of
the subterranean bulkhead. The subterranean bulkhead wi I I
tie into nearby sections of the proposed bulkhead which forms
the east side of the proposed basin [see SHEET NO.3 - SITE
PLAN MAP 1 .
4) Relocate and exoand a travel ift wel I by removing the existing
travel ift consisting of one (1) runway extension
approximately 40' in length located between Dock #3 and Dock
#4. The proposed combined travel i ft well (approximately 50'
x 40') wi I I be excavated along the north side of the proposed
boat basin and wi I I be able to accommodate a 20-ton and a
60-ton travellft [see SHEET NO.3 - SITE PLAN MAP1.
5) Construct. Instal I, and maintain a series of new floating
pier (dock) assembl ies [see SHEET NO.3 - SITE PLAN MAP and
SHEET NO. 9 RECONFIGURATION of DOCKS, Comparison of
Existing Conditions & Current Proposal], as follows;
DOCK A located along the west perimeter of the proposed
basin consisting of a) approximately 190' x 6' of main
float, b) five (5) finger piers approximately 40' x 4'
located along the east side of the main float, c) one
(1) timber ramp approximately 12' x 3' located along the
<Page 7>
SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
at the north end of the main flo
d) eight (8) timber piles approximately
12" in diameter and 40' In length located
at the ends of each finger pier, adding
stabi I ity to the structures.
DOCK B located in the center of the proposed boat basin,
consisting of, a) One (1) main I ine of floats
approximately 185' x 6'; b) One (1) timber ramp
approximately 12' x 3' located at the north end of the
ma i n f loa t ; c) Six (6) fin g e r pie r sap pro x i ma tel y 35' x
4' located along the east side of the main float; d) six
(6) finger piers, approximately 40' x 4' located along
the west side of the main float; and e) Seventeen (17)
t i mb e r p i I e sap pro x i ma tel y 12" i n d lame t era n d 40' i n
length located at the ends of each finger pier, adding
stabl I ity to the structure.
DOCK C located in the center of the proposed boat basin,
consisting of, a) one (1) main I ine of floats
approximately 180' x 6'; b) one (1) timber ramp
approximately 12' x 3' located at the north end of the
main float; c) five (5) finger piers approximately 35' x
4 ' I 0 cat e d a Ion g the we s t sid e 0 f the ma i n f loa t; d) and
seven (7) finger piers approximately 30' x 4' along the
east side of the main fioat; e) twenty (20) timber piles
approximately 12" in diameter and 40' in length located
at the ends of each finger pier, adding stabi I ity to the
structure.
DOCK D located on the east side of the proposed boat
basin consisting of a) one (1) main line of floats
approximately 195' x 6'; b) one (1) timber ramp
approximately 12' x 3' located at the north end of the
main float; c) seven (7) finger piers approximately 30'
x 4' along the west side of the main float; d) eleven
(11) timber pi les approximately 12" in diameter and 40'
in length, located at the end of each finger pier,
adding stabi I ity to the ~tructure.
6) Maintenance-dredoe a triangular-shaped area approximately
2,625 sq. ft. to an average depth of 8' below Mean Low Water,
and remove approximately 450 cu. yds. of material as measured
IN PLACE [see S'HEET NO. 11 - MAINTENANCE-DREDGING MAPl. The
area within the Town of Southold to receive
maintenance-dredging, is located throughout the existing
docking facility. All maintenance-dredging activities will
be undertaken by clam shell and barge and/or dragl ine
operations. The material being dredged wi I I be placed on
BREWER's upland property, semi-dried, and then relocated as
described [in #7) below.
<Page 8>
.
.
SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
7) Upland Relocation of the Excavated and Dredaed Material:
Approximately 44,090 cu. yds. of material wi I I be excavated
from the pro p 0 sed boa t bas i n wit h a n add i t ion a I 10,500 cu.
yds. of material removed by the maintenance-dredging
operat ions in both the Town of Southold and the Vi Ilage of
G r e e n p 0 r t . A I I 0 f the d red g e d ma t e ria I s wi I I be mix e d wit h
the materials being excavated and deposited upland at three
different locations. The proposed disposal sites are: 1)
On-site disposal of approximately 2,500 - 3,500 cu. yds. 2)
St. Agnes Cemetery located adjacent to BREWER MARINA on the
North side of Manhanset Avenue. Approximately 42,100 cu.
yds. wi I I be deposited on this undeveloped 11.8 acre site
lsee SHEET NO. 12 - PROPOSED EXCAVATION & OFF-SITE DISPOSAL
AREAS, Existing Topography; SHEET NO. 13 PROPOSED
TOPOGRAPHY of RELOCATION SITES; and SHEET NO. 15 - ON-SITE
DISPOSAL & GRADING PLANl.
8)
RELOCATE an existing
35' plus additional
bulkhead approximately
bulkhead lsee SHEET NO.
upland club house approximalely 30' x
de c kin g 20 fee t from the ex i s tin g
70 feet from the to-be-constructed
3 - SITE PLAN MAP].
9) CONSTRUCT an upland in-ground swimming pool approximately 25'
x 45' plus accompanying 10' cement apron, fencing, and,
screening approximately 40 feet from the proposed new
bulkheading lsee SHEET NO.3 - SITE PLAN MAP].
10) CONSTRUCT an upland boat maintenance and storage bui Iding,
mast shed and bathroom faci I ities total ing approximately 110'
x 120' I 0 cat e d a p pro x i ma tel y 75 fee t from the new pro p 0 sed
bulkhead lsee SHEET NO.3 - SITE PLAN MAP].
11) CONTINUATION of a Reconfiauration Perimeter Condition which
wo u I d a II ow B R EWE R to con tin u a II y c h a n g eon I y the
locationes), widthCs), and numberCs) of pileCs), dockCs) and
ramp(s) within the Reconfiauration Perimeter "envelopell
lshown on SHEET NO. 10 RECONFIGURATION PERIMETER dated
07/29/86 prepared by DANIEL S. NATCHEZ and ASSOCIATES, Inc.]
provided that the number of boats would not exceed one
hundred eighty (180) and no additional bulkheading, dredging,
excavation or filling could take place without the prior
required regulatory approvaICs).
12) A PERMIT CONSTRUCTION PERIOD ending 06/30/92.
SUPPORTING INFORMATION
Impact on Fresh Water Supply
All agencies previously examined in depth the possible
adverse impactCs) on the fresh water supply and concluded
that the previously approved and more extensive ProjectCs)
wi I I have little, if any, effect on the fresh water supply.
<Page 9>
.
.
SOUTHOlD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOil REMOVAL PERMIT - 08/28/86
The proposed
of an effect
ProjectCsL
revised modified ProjectCs) wi I I have even less
because of the d if ference ins i ze of the
According to Robert A. Villa, P.E., Chief Engineer for the
Suffolk County Division of Environmental Health, professional
hydrologists from the Suffolk County Health Department
conducted a field inspection and reviewed the previously
approved ProjectCs) which extended into the upland
Forty-Eight and Two-Tenths Percent C48.2%) further than the
presently proposed AmendmentCs). Their conclusion is, that:
"Since the
is not real
we CSuffolk
proposal...1I
peninsula where the Project is
Iy a source of the Vi I lage water
County) have no objections
located
supply,
to the
In order to maintain the integrity of the fresh water/salt
water interface, BREWER proposes to undertake the ProjectCs)
with the use of tight interlocking wood sheeting for the
bulkhead. The bulkhead wi I I be constructed around the entire
are a be i n g ex c a vat e d and wi I I ex ten d from a he i g h t 0 f
a p pro x i ma tel y Six Fee tab 0 v e Me an Sea I level C + 6' MS ll, to
approximately Ten Feet below Mean Sea level C-l0' MSl).
Impact on Marsh Area
A recent site investigation indicated that a section of the
marsh, from its south west corner back to an existing
deteriorated subterranean bulkhead, had begun to wash away.
The amendments to the previously approved ProjectCs) include
replacing the deteriorated existing subterranean bulkhead and
extending the new subterranean bulkhead to stabi I ize the
southern edge of the existing marsh area. The proposed
subterranean bulkhead wi I I be a protective barrier to prevent
further erosion of the marsh due to storms, natural tidal
action, backwash from boats passing through Stirl ing Basin
and activities at the public boat launch directly east of the
marsh.
Upland Relocation of Excavated and Dredged MaterialCs)
The proposed upland relocation of excavated and dredged
materialCs) wi I I be identical to that previously approved but
will be Twenty Percent C20%) less than the previously
approved excavation ProjectCs). Excavated materialCs) from
the boat basin, 'travel ift' wel I, and al I maintenance-dredged
materialCs) will total approximately Fifty-Four Thousand Five
Hundred Ninety Cubic Yards C54,590 Yds.3) to be removed
from the ProjectCs) site. Of this, approximately Ten
Tho usa n d F i f t Y Cub icY a r d s C 10,050 Y d s .3) wi I I be from
maintenance-dredging within the Vi I lage of Greenport; Four
Hundred Fifty Cubic Yards C450 Yds.3) from maintenance
<Page 10>
.
.
SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
dredging within the Town of Southold, Thirty Nine Thousand
Six Hundred Sixty Cubic Yards (39,660 Yds.a) from upland
excavation within the Town of Southold, and Four Thousand
Four Hundred Thirty Cubic Yards (4,430 Yds.a) from upland
excavation within the Village of Greenporl. Approximately
Two Thousand Five Hundred to Three Thousand Five Hundred
Cubic Yards (2,500 Yds.a to 3,500 Yds.a) of these
ma t e ria I ( s ) wi I I be rei 0 cat e don - sit e i nor de r to at t a i nth e
proper elevation(s) and contour(s) for improving the drainage
patterns and for accommodating the additional related
activities such as automobile parking, boat storage, boat
repair and maintenance services.
There wi I I be approximately Twelve Thousand to Fifteen Thousand Cubic
Yards (12,000 Yds.a to 15,000 Yds.a) of material(s) deposited
on-site and along the east side of SI. Agnes Cemetery which is
contiguous to the area that needs to be fi I led along the west side of
BREWER.
A sma I s e c t ion 0 f t i d a I ma r s h g r ass (S D art i n a ~.) I 0 cat e d
in the east side towards the southern corner of the site has
been identified, NO FILL WILL BE PLACED ON OR WITHIN
TWENTY-FIVE FEET (25') OF THE MHW LINE IN THIS AREA. This
special condition will help insure the productivity of this
sensitive intertidal marsh zone.
Most of the material being removed [approximately Forty One
Thousand Cubic Yards (41,000 Yds.a)), will be transported
across Manhanset Avenue to a site located directly across
from BREWER. All of the mater ial (s) wi II be trucked into the
primary relocation site at a point directly across from
BREWER's entrance drive on Manhanset Avenue. This
undeveloped Eleven and Eight-Tenths (11.8) acre site is owned
and maintained by St. Agnes Church and wi I I be used as a
future cemetery once the area has been upgraded and improved.
There has been further discussion between BREWER's and Saint
Agnes Church regarding the grading and landscaping of St.
Agnes' property. To the extent possible the evergreens that
presently exist (which are relatively young) will be
preserved and replanted on either the Church's or BREWER's
property. The grading wi I I be as shown on the attached Map.
The surface wi I I be protected with straw mulch seeded with a
hearty grass in a manner simi lar to that in which road beds
or other irregular slopes are planted in highway or other
construction projects. In addition. swales will be graded
around many portions of the property to insure that there
wi I I be no surface runoffs onto the roads and adjacent
pro per tie s . The r e wi I I be a nap pro x i ma t e 25' b u f fer are a
between the existing three wetlands areas and the placement
of the excavated materials. The mature trees which are on
the easterly side of the property and along parts of the berm
of the old disposal area wi I I be preserved.
<Page II>
.
.
SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
In short, the primary relocation site does not represent a
significant or critical environmental habitat. In addition,
because of its proximity to BREWER [approximately Fifty Feet
(50') south, across Manhanset AvenueJ, al I trucking
operations to and from the area wi I I not cause any
disturbance to any of the nearby residents. A temporary
ace e s s d r i ve i n tot he sit e wi I I ex ten d d ire c t I Y a c r 0 s s from
the existing entrance drive at BREWER. There are no
obstructions or tight curves at this point along Manhanset
Avenue.
A mo red eta i led des c rip t ion 0 f i s sue s rei ate d tot he pro j e c t ( s) can be
found in the attached joint Letter of Support dated 08/27/86 to the
Army Corps of Engineers, the N.Y.S. Department of Environmental
Conservation, and the N.Y.S. Department of State.
DSN/ j I j
<Page 12>
.........".... VJ: .........."..U...............
. (File
in' Du~lica te)
. .
Tm'~~ CLE?-i<' S OFFICE
.
Fee__~
Paic_ ~
.
SOUTEOLD, NEI; YORK
APPUCA TION FOR PERMIT FOR SAND AND
GRAVEL PIT OR OTHER EXCAVATION PURPOSES
1. Name of Applicant Br~'rer Yacht Yard at Greenport, Inc.
2. Address of Applicant Manhaset Ave. Village of GreenpJrt Town of Southold
LOunt.y OL .::>uliutk. .:;>LaL~ vi Hew ';uJ..h.
3. Detailed statement of proposed operations Excavate a trapezoid shaped boat basin
within an area of approximately 77,440 sq. ft. to a depth of 81 belCl'oll MI.W' and
rerrove approximately 39,660 cu. yds. of material. Excavate an area approxin-ately
.,
1125 sq. ft. to install a 251 x 45' p::ol ranging fran three to ten feet deep,
rerrovinq approximately 270 cu. yds. of material. All materials being rerroved
total of 40,380 cu. yds. fran all excavation and maintenance dredging cpera1:ions
will be relocated upland at 3 locations. SEE LEITER FR.CM DANIEL S. NA'!'ClIEZ and
ASscc.TA'T'F.~ TNr dAted
4. Names and addressee of all property ovmers of record within 200 feet of the
outside boundaries of the premises within which operations are proposed to.
be performed. .
West - St. Agnes Church - Greenport, New York 11944
East - Town of southold
North - St. Agnes Church - Greenport, New York 11944
5. The following must accompany this application unless waived by the Town
Board. If applicant requests a waiver of any of the following items, applicant
should insert at the end of application subdivisions for which a waiver is
requested.
A. Detailed statement of the proposed operation together with a
plan of the area proposed for excavation or for removal of
top soil which shall show condition of the plot or premises
before operations and the proposed condition of the same
after operations are completed, such plan to be prepared by
a duly licensed engineer or land surveyor and drawn to Bcale
showing all adjoining streets, location and dimensions of
premises, the location, size .and use of any existing buildings.
B. A topographic survey of the premises prepared by a duly
licensed engineer or land surveyor showing contours at 10
foot intervals, using Coast and Geodetic Survey datum.
C. Duly acknowledged consents of the owner of the premises and.
mortgagees, if any.
.
.
D. Receipted tax bills or photostatic copies thereof or other
proof showing payment of all taxes and assessments against
premises for which an ctpplication is requested.
E. A proposed comprehensive plan for the rehabilitation of the
premises together with a schedule of progreaB therefor. Such
plan to set forth the ultimate contour and grade of the area
upon completion of work, describing the area to be refilled,
top Boiled and seeded and specifying the amount and extent
thereof to be performed before December 31st of the year for
which permit is being applied for.
F. Estimate prepared by a duly licensed engineer or land surveyor
of the total number of cubic yards of material to be removed
from the property during the permit period.
6. Applicant hereby requests a waiver of the requirements of paragraph 5, sub-
divisions , , . , , .
sea:.- S;-paragTIipliS ra:na !r"aS"weIIall'Section 11.
Dated:
August 28, 1986
~~Plicant
Brewer Yacht Yard at Greenport, Inc.
Corporation
By ~ g,. _~
i ature of aHi er
Sworn to before me this 28th
day of /Auaust / ~ :Ji&'
/~-~2( I /j c -~
I-Nota ry 7~~lic
LESUE J. MII.l.ER
-ry Public. Stat. of N__
No. 4831506
Quaml" In Westchester Countv '?
Commiaaion Expire.. March 30. 19..Er
-2-
~
..
.....,
'.. ~:!:
"''''''>'-:'''
SUFFOLK COU....TY. NY
......KE...LL
FUNDS
PA.,....BLE
'0
RECEIVER OF TAXES
GEORGE MELLAS
TOw". M"'LL SOUTMOLD, HY lli7l
MaN TOFRI 900...... T04ooP",
CLOSED ALLI.EG"'L MOLIO....,.S
CLOSl!'Q SA T
51&.1~lllO3
1983 . 1984 TAX LEVY
TAXES BECO"'E A LIEN ON OEe 1ST
TC'iNN OF SOUTHOLD
BIll NO.-
SW IS" : . 4138 01 . 'ROLL' Set . : . 1
Cl$: 510 ACRES: .25
IIAllflASSn" AVE
:TAX~CODE:; :14,~
TAXABLE \l'M..UE
TAXES
Jt ..... .0'. ....Au.IIS ..
.'"""_ "1_01'.....,......,_ -....
&<l' <OO'.~"c""......'_,...
Cc~......c_"'_....
100p.amcu......__r;o_
T._........,......_....._!
291
,,-
COUNTY ", ~ 3;2IW
TOWN ,3,iOO .
SCHOOL .,:3;200
I ,SP .~I~TR~~ ~~.~,;~k.:..; .'
')T!..ER
I
:
'101;'8~
7D~9~
718..8~
SUFfOLK COUNTY TAX MAP NUMBER
3~"'6"'"1
..;. ~~
VET. EXEMPT
"'GED EXEMPT OTk. EXEMPT
.
_"-.0... c.;. -'""--.=-= f--
,:~',~ ..
BREWER"S YACH'll 'Y1ffiD7.T
GREENPORT I
MANHANSET AVENuE
GREENPORT, N.Y. 11944
TOTAL TAX
891~6~
LAND VALUE ASSeSSED VALUATION
'1000 3200
CODE
SCHOOL DISTRICT
,
__ H_ '_'_
PENAL TV
473810
fOUL
RECEIVED PAYIrolENT SECOND HALF OR TOTAL TAX
RECEIVED PAYMENT FIRST HALF TAX
i=lECE,PT NC
171191
DATE PAID
05-31-84
AMOUNT P"'IO
445.81
AEC~'9f% 6
o 1-f"d~~~
'~~'g:1l'2
N2~E TAXES A;:lE P....,....SlE BY Cl-ieCl(, C"'S,", OR MONE'" ORDER. CMECKS
W'L~ BE "'CCEPTED SUSJEC'T TO COLLECTION FOR WMICM TMI$ OFFICE: ASSU....ES
"'Co <lE~"''.JNSIS'LlT'l' "0 ::"'5.... SY '-'AIL NO JRO PAi=lTY CHECK POST"'GE ST...l.APS
....::~ ':'C':!:."'TED "'0 POST D"'TEO Cl-iECKS ACCEPTED
NOTICE
SECOND M"'LF TAX MAY SE PAID AT T""E SAME TIME TME FIRST M"'LF IS DUE AND PAYABLE
SECOND MALF CAN SE ~AID"'T ANY TIME UNTIL MAY 31s1. WITHOUT PENAL TY
PLEASE READ THE REVERSE SIDE
ORIGINAL
-
TOWN H"'LI. SOUTHOLD. I'll'" 11911
......KE ALL RECEIVER OF TAXES "'ON TOFi=l. too...... TO"oo"M 1983 - 1984 TAX lEVY
Ti"WN OF SOUTHOLD FUNDS CLOSED ALL lEGAl. MaUD'" 'IS
PAYAeLE GEORGE MELLAS CLOSetl SAT TAXES BECOME A LIEN ON DEe 1ST
SLF,,"O~'< COUNTY. NY TO 516-16!l-ISC3
SWIS . '4738g9 ROLL set : 1 TAX...BlE VALl:E T"'XES
. .
- ,.' "'c~ ", --- CLS: 570 AC RE S: 9.50
" -~'. .....,.....
. .M......M.:;:..' COUNTY 27,900 888.03 !
. ~'........ ",', IlANHANSET AVE
""." ,..' .."..-....,....
I 4396 TAX-CODE: 145 TOWN 27,900 1,699.56
BILL NO.
5U~FO!..1( COuNTY TAX Io4...P NUMBER SCHOOL ",90; 6,261.26
43.-3-2 SP DISTRICT 21,90 253.25
:......../'-,;;) '..AL:.:E ! ASSESSED VALUA TlON Brewer's Yacht Yard 'HER
At
11\40('; 27900 Greenport, Inc. I .
. . . .. , 'rOTAL T,l,.X ,
~
.E7 ,,:l:;''.l'"
i "'...,EC E)(EMPTI OTM EXEJ.,IPT !
Manhanset Aven:.le
Greenport, N.Y; 11944
9,108.10
I I PENALTY I
::::-::€ I SC,..OOL DISHIICT I
TOTAL
473810 I
RECEiVED PA.,.MENT SECOND HALF OR TOTAL TAX RECEivED PAYMENT FIRST MALI' TAX
::;=..:::';::-."': C"'TE P...ID AMOUNT P"'iD RECEIPT NO O"'TE PAlO "'MOUNT PAID
3341 ;; 05-31-~t,.-~ r - , ,.4 ,554.. O)i' " 29165 01-10-84 4,554.05
,,"~E -.UES :.<lE P"''l''''SLE BY CMECK CAS.... Oi=l MONEy ORDER. CMECKS NOTICE
'''~CL 6E "'C:EP~E:J Sl..'8JECT TO COLLECTiON FOR W,",ICH THIS OFFICE: ASSU"'ES SECOND HALF TAX M"'Y BE PAID AT TME SAYE TIME TME FIRST HALF IS DUE "'NO PAY"'BLE. I
..Q OlES"'0"'lS.E:!'UT'l' "l0 C"'SM BY MAil NO Ji=lD P"'RTY CHECK POS1:'GE ST......PS SECONO MALF C"'N 9E PAIO"'T ANY TIME UNTIL y",y )151, WITHOUT PENAL TY
....). ",,::,:~o-EO "0 pes'r o...rED CHECKS "'CCE"'TEO I
PLEASE READ THE REVERSE SIDE
ORIGINAL;
!
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37 '1 Il__ _L-,L.. i ! I I! r-I, ' . '
lld1~;t{'l. . !!.J,-IILULJJi'.: ,Fir
,
.
LIS'!' of DRAWINGS
.
lor
BREWER'S YACHT YARD at GREENPORT. Inc.
August 28, 1986
SHEET NO. TITLE DATE
1 GENERAL VICINITY MAP 05/19/84
2 LOCAL VICINITY MAP 05/19/84 I
3 SITE PLAN MAP Rev. 07/29/86
4 EXISTING CONDITIONS 05/19/84
5 PROPOSED EXCAVATION
& DOCK REMOVAL
Comparison 01 Previously
Approved Plan & Current Proposal Rev. 07/29/86
6 PROPOSED EXCAVATION & DOCK REMOVAL Rev. 07/29/86
7 SITE PLAN MAP
Comparison 01 Previously
Approved Plan & Current Proposal Rev. 07/29/86 I
8 SITE PLAN MAP I
Comparison 01 Existing
Conditions, Previously
Approved Plan & Current
Proposal Rev. 07/29/86
9 RECONFIGURATION 01 DOCKS
Comparison 01 Existing
Conditions & Current
Proposal Rev. 07/29/86
1 0 RECONFIGURATION PERIMETER Rev. 07/29/86
11 MAINTENANCE-DREDGING MAP II
Proposed Dock ConI igurat ion OS/29/86
12 PROPOSED EXCAVATION & OFF-SITE
DISPOSAL AREAS
Existing Topography Rev. 07/29/86
1 3 PROPOSED TOPOGRAPHY 01
RELOCATION SITES Rev. 07/29/86
1 4 LOCATION 01 SITES lor
SOUTHOLD WETLANDS PERMIT Rev. 07/29/86
1 5 ON-S I TE DISPOSAL & GRADING PLAN Rev. 07/29/86
<Sheet 1 of 2>
DRAWIN~ LIST - BREWER 4IJENPORT - 08/28/86
.
SHEET NO. T I HE DATE ~
16 AREA NAVIGATION MAP Rev. OS/29/86 I
17 RECONFIGURATION of DOCKS
& MOORINGS
Proposed v s . Existing Conditions Rev. 07/29/86
18 AREA UNDERWATER LAND GRANT MAP Rev. OS/29/86
19 SECTION A & SECTION B
Proposed Grading Profiles
St. Agnes Sit e. North of
Manhanset Avenue Rev. OS/29/86
20 SECTION D-D
Proposed Typical Section
East of Boat Basin Rev. OS/29/86
21 SECTION E-E
Proposed Typical Section
Adjacent to Manhanset Avenue Rev. 05/19/84
22 SECTION F
Typical Maintenance-Dredging Rev. OS/29/86
23 SECTION G
Typical Subterranean Bulkhead Rev. 07/29/86
24 SECTION H
Proposed Typical Section
West of Boat Basin Rev. 07/29/86
25 APPROXIMATE LOCATION
of TEST BORINGS Rev. OS/29/86
<Sheet 2 of 2>
.
.
I SHEET NO.
1 - GENERAL VICINITY MAP
"
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2500' 5000'
I
10,000'
I
.Hllt, YACHT HIP AT C"n[~~on. 11iC..
nlUI~e USIII
C'Hllrou ItAlIot
~UIIIIAHSET ,\HHlIf
Yln.!;! or CUlliton
101/11 or SOIlTIIOLD
COlllITT of iurrou
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fiLmlffill."jIUH U~ IlU~llwt
--p-;~. ..".ITnTI'TCl!'rrn---
DANIEl. fl. NATCHEZ AND ASSOCIATES, INC.
~~s ALD.. 'DAD
W."W.IOllf;~"l ~~~_<~~:l 11l5.l.3
.
.
I SHEET NO.
2
LOCAL VICINITY MAP
u
33
LONG ISLAND
10
o
31
10
.
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,
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BREWER
YACHT
YARD
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13
3'
67
~
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.
s
Dering
Harbor
Chequit
t
11
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/
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VICINITY
o
I
1250' 2500'
I I
5000'
\
B~EWER VACHT YARD AT GIlEENPORT. INC.
STIIlLING BASIN
GREENPORT HARBOR
MANHAN5ET AVENUE
VILLAGE or GREEN PORT
TOWN OF SOUTHOLD
COUNTY or surrOLK
PROPOSED EXCAVATION, BUlKHEAlI1NG
MAINIl:.N..."ll:.-LJI!I:.l)(,IM.... ANI)
lllLONtl"U~^rIUN 0. ,LOAlINl"
t'IU, ^~~HI~LY I'HdILLll>
Dated:
05/19/84
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALlIA ROAD
UAMARONI::CK. NE.... YOIlK 10543
(!I10 69B~567b
.
NO.
3 - SITE PLAN MAP
ST AGNES CHURCH
CEMETERY
PAOPOSE D
DISPOSAL SITE
-41_
'. \, -Sl.!E
--'.;."" ........ \ M4"
. ""'" ........::, "':-" ,vH4NSET
.... .... '.
\ ) '). .....-::.:......:..~ 4VF '"
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\ .... CO NTOU De "" .... '. . '" ,
\ \ ........... '""" ..... ....... .u..... \
\ \.... ........ ....---.... \
\ \ ", ", ..1J................. \\.
\ \ \ ........... .......... ". ......
'\ . .... "...8._....., . .~
' .. \ '..
\ ...... '. "
\ \ ". .. PARKING AND WINTER \ '.\
\ ". \ BOAT STORAGE \ \'
\ \ . . II to
\ ...... \. \ t"T'\
I ' ...... .....----... ., '\ " "b
\ \ ......:' ..-.----- '. ~. 'l
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SOUTHOLD
>':::::86'
DOC~
/.::::8r .
,to DOCKs-'
~q
,0"
<"~
OO7;;7d'--./
PROPOSED RECONFIGURATION a'
Fl!lATING PIER ASSEMBLIES
-.
-.....-..
;i:::;~,jC:"-
~r~'=l~":'....
:::'::.~~~:'J~'.::l.-
SITE PLAN MAP
SCALE
o 25' 50' 100'
f ~ 1
unlER YACHT YARD AT GREENPORT, lHC,
STIRLING BASIN
GlUENPORT HARBOR
UANllANS[T AVENUE
VILLAGE or ORHNPORT
TOWN or SOUTIIOLD
COUNTY or surfOL~
PROPOSED EXCAVAT1~DULKHrADUIC
lir~~~tT&t
--n~1I A~~UI~lf rHu~
UUD UPON SURVEY BY
YOUNCi . YOUNG
N.Y,S. LICE-NSED UNLJ SURVEYORS
SURVEY DATED JULY 21>, 19dJ
UVISEtl SEPlo I, 1983 Ind PECBl8ER 21. 1963
DATUM I l.lUN SEh lEVEL !}IGVD)
DANIEL S. NATCHEZ AND ASSOCIATES, INC,
5S5 ALPA ROAD I
UAWoRotHCl, NEW YORI 10543
19141698-561&
WIY 19j 198i
Revised:
07/29/86
uno U'l)II SUIVU If
TOU~'; I lOUWG
I.T.s. LlCt~stD L.,uo su.vnou
suwvn DAltO lUll 2lI. 1981
.lYli[D up," I. 19BJ ud DEClWB(1 n. 1M}
DATU", wuw SU LEVU II/GVOI
\
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.
.
SHEET NO. 4
EXISTING CONDITIONS
EXISTING
CONDITIONS
"
~
"1
,
- -=.:.-..<:::.:---,.. '-.M4J\1H4J\1SET
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. "7:.;~J.J(~~l/4ltw
15'
DOCK
5
ST AGNES
CEMETERY
.
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STlItlwc; ....UH
GU[~'OPT IIAUO'
IHHIIAWHT Avr~UE
VillAGE or G'EEW~on
TOW~ or IoOUTIIJlD
COU~JT or surrOll
I"O'OS[~ nCAYnlO~. .ULlIIUllIHG
"~I~'lN."~<.U"D~'~~
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SCALE
o 25' 50'
r--
100'
,
DANIEl a. NATCHEZ AND ASSOCIATES, INC.
5SSALlMIOAP
W~WA'OHICl. ~E~. YOH Ie5./.3
!9'';1 ~....Si>7b
..., h. 1\lO.l,
PRCPOS ED
8JAW~~AD
UNO
BOA BAS IN
.
.
,....
~
"l
SHEET NO. 5 -
PROPOSED EXCAVATION & DOCK REMOVAL
ComparIson of Previously
Approved Plan & Current Proposal
".
",
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NEW
EXCAVATION
'~....
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d~../J::.:---
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-.-.................
SCALE
o 25' 50' 100'
~ .
COMPARISON OF PREVIOUSLY
APPROVED PLAN e.
CURRENT PROPOSAL
EXCAVATION
REMOVAL
PROPOSED
AND DOCK
BREWER YACHT YARD AT GIlEEWPORT, INC.
STlRL\NG BASIN
GREEHPQRT HARBOR
),tAlWAHSET AVENUE
V1LLAGE or GREENPORT
TOWIl OF SOUTllOLO
COUNTY OT SUFfOlX
PROPOSED EXCAVATION. aUlKHEA01NG
---UXlRTEHAHCt.~HtOuING, ANO
n~=
----p:n:k "'::'::'U.I~Ll r ~ullC I::'
BAstC UPON SUIlVEY BY
YOUl/G II YOUNG
N.Y.S. LICEl1SEO l.A1W SURVEYORS
SURVEY DATED lULY 26, 1963
!lEVISED SHT. l. IS63 and DECEMBER 27. 1951
DAtUM; lHAN SEA lEVEL IIlGVOI
DANIEL S. NATCHEZ AND ASSOCIATES, lNr
555 AlDA ROAD r
t.lUtARONECIt, NE~ YORK 105U
HilL I 696-56711
~.Y '1'.1. 1911t
Revised: 07/29/86
~
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SHEET NO. 6 -
PROPOSED EXCAVATION & DOCK REMOVAL
r-..
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--
PRCPOSED
9JW~~AD
A UNO
BOA BASIN
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: 1/:1 '\'~
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I I::;' _" ,\\
. . . ',J ."
. ,",.
" /,'//1 ~
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... g i/J >V 3:Q
9. "1 ~;, U>I
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"-:,;J 4'. 'j;:::.)~
~' '" r) bj
,.... ,',,; I 1
,~."\, , t '
. .-.~,-~ ~.....,,--.
. i/itrJ.t.cfb ~y
EXISTING Gii<~E' c'k...........
" e~l(JitA~OPO ~r
"'" MOVED D eE
-',
.
6
.
,
.
\
,
,
."
PROPOSED
LIFT WELLS
""'<In
,.... "'0'
Q,
.. ,
\
"
195'
/
.l
DOck.
SCALE
o 25' 50' 100'
,.....- ,
I'
~O(
~O
<"~
__04__
"u';:';;/;::';"'-
If ~
BAS~CI<. ~
-..,..-.-.--....
"................."........
_4_.................
PROPOSED EXCAVATION
AND DOCK REMOVAL
BREVER YACHT YARD AT GREENPORT. IWC.
STIRLING BASIN
OREEHPORT HARBOR
l.lAHlIAHSET AVEtlUE
VILLAGE Of GRE(HPORT
TOWII OF SOUTllOLD
COUNTY or SUffOLK
PROPOSED EXCAVATION, BUlKHEAD1HG
--,:.{IHlmx-m:-r-1r!l:rDGIN(.,. AWL!
1flTIWl'TmJlfXTIT,i'fl'-m--rt1:rrrT1R;
---pn:~ A~5HjBLY I'WllllCIl>
BAStD UPON SURVEY BY
YOUUG " YOUNG
H.Y.S. L1CEt/SED lAUD SURVEYORS
SURVEY DATED IULY 26, 1911J
REVISED StPT. 1, l~aJ and DECEh\8ER 27.
DAlUI~; ~EAN SEA LEVEL lIlGVDl
1953
DA.NIEL S. NATCHEZ AND ASSOCI....TES. INr
555 ALDA ROAD
UAllAROHlCX, HEW tONK IOSU
(91'1698.5&78
"lay'I'J, 196'
RllV lied: 07/29/66
~
-N_
\
.
~1~
-...::..-'-:.,'~:::::...~ '. M4M~
..:---... ....,::, ''':-'' WANser
" ", .)... .....-.....-:.. 4"~
..- . -.. ~~ "t-
\,. ....... .... ....... "':--... .......,/
\ t.... ....... ........"1 --.---:.:..,:;.
, ", EXISTING ..... .... ". ~....,_
I \ ........... CONTOURS ................ ..........t.. \
\ '''.. ,.... 'U. \
\ \ \ .... ".. ......1'1 ..........-... \
l '.. '.. ............_......... \h
\ \ \" ........ ...... ',.....
\ \. \ ......8_................ ...
\ \\ ...... \, PARKING AND WINTER \~..
\ \ BCl.I.r smJ:V.GE \ .~..
" ..... " :.~
'\ '. -.-----1 . . 't>
\ ' ..........\" --------- ". ~: ';i,
'p05~O ~ .
',~~'-O\t<~.td "
". ..,..... :::::;ti:',
.. '......
""'~
%
,-
~
iC
ST AGNES CHURCH
CEMETERY
POOPosEb
DISPOSAL SITE
I
rnh~/
'r!\M-
.
SHEET NO.7 -
Campar i son of
Approved Plan
Proposal
SITE PLAN MAP
Previously
& Current
"""""
=
-
PREm:CUSLY APPPOJUl F'l.ClM'S
0JRRENr PKlPOSED FImTS
~''''hJ,rl~~.yI''
. f.,~
..
~q
,00
<"~
PROPOSED RECONFIGURATlON OF
FlW.TING PIER ASSEMBLIES
COMPARISON OF PREVIOUSLY
APPROVED PLAN 8
CURRENT PROPOSAL
--"'-"
j~j,r.:.:--
:=-:'IM~~"':"_"
:::'::.-:::'::::~l:::': :.:,...
....UO UPON su,vn IT
YDU~" . YLlUIl(l
N,l,S, LltlNS(P uue.. SUIVElclS
IUlvn DAT!O JULY 26, 19dJ
nVI5lP SEPT. I, I"J on. OtCUIBU 27, lUJ
PA!UIlIItUH SU LtvtL IHIiVPI
SITE PLAN MAP
SCALE
o 25'50' 100'
,......, ,
"E\lU YAel/TlUD AT GUlI/POn,IHC.
STULINQ USIN
CIUHrcn llAno.
1,u'III1AMSETAVtHUE
YILLAlil Of GREEHrOH
TDIINDISOUTllDtD
tOUNTY01 $urroU
~~M:i~mJ~~
tl'ttlJrnt1Tnl1nli UI I ~u~ II HI;;
rlt~ A~H)llllJ rRUrrrrr-
DANIEL 8. NATCHEZ AND ASSOCIATES, INC.
5SSALPA'OAO ,
llil.l.u.10N~CX. NEil TOU IOSl.J
lilt! 691.S~H
. Ilor Ig, 191{
Revised:
07/29/86
aUIlI uroll 1\I~yt' If
"O\l~Ci I fOVNCi
..f.S. LIl:tHJUlUIlD nJnnOIl
. slInu DAUD JULY Z'. IUJ
UYlSlD urr. I, ItlJ lI.d lItclIatJ 17.1113
DATUM, lolEA-1I SUI UYlL IN!;lYIII
.
."
o
Cl
r
'"
."
SHEET NO. S - SITE PLAN MAP
Comparison of Existing Condl-
tlona. Previously Approved
Plan & Current Proposal
\
-"'-
\
~~~~5m\m:
--. MA
'. - -. '. ~:"'f;4NS.:r
....-.. "-
"-
~
BREWER YACHT YARD
Ar GREENPOR,Tj INC.
PREVIOUSLY
o APPROVED
CONFIGURATION
~---- EXISTING
'-___J FLOATS
",-S CIIURCII
s1 t~"EW1.t
pR<:J;<l;t~IiE
DISPOSJ-\..
I;ROPOSED
· ~~TS AND
.~
..!V"",
t"o9>
~
t. ~"".
iJ '.
T
"
tf
o
Q
llJ
tf
o
Q
SCALE
o 25'50' lOa'
1""'-1 .
CJ
ti
o
Q
~~:;:'\
m- .
~'-
-=
Q
tf
o
Q
UtVu "'CKT fAUU CH[HPOJt. IHe..
ITULIWC IUIII
CHENPOIt IIAUOI
IolAHH""lttAYlHlI[
YILUG[OPGIHIlPOAf
TOIIHorSOUTHlILlI
c;OUIlU or nrroLl
l'o~~~u UC"UTIOH. IUUIJnllIH(j
HllH"'Hl.l.U~[U!;11i~~
~lL~ILlHurrlu"'ljHtl
rlhlJ HUJh.J~
---..
j;::;j,?:,:-
~iZ.:~".:~:::;.~
S"/IRI.//y(j
~o(
,,'>0
~
fJ,d,SI/y
DANIEl.. a. N^TCHU ANO ASSOCIATES,IHC
S55ALDAKOAD
J4A.MUOlllCl, 11[11 TO'I IDSQ
1I1e! "1-5".
Mol' It, 1111
Revised:
07/29/86
lASED UPON SURVEY IT
YOUNG.II YOUNG
N.T.5. LICENSED LAND SU"VEYORS
SURVEY DATED JULY 26. 198J
REVISED SEPT. I. 1983 ....d DECEIolB[1I 21. 19113
DATU"', WEAN SEA LEVEL (HeVDI
.
~~~~~
--. '. - -. . .MA:VHANSCT
".-..
"-
-"
o
o
.-
'"
'"
SHEET NO. 9 -
RECONFIGURATION of DOCKS
Comparlaon 01 Exl.tlng Con-
dl tlona & Current Proposal
.
"-
~
'1
\
-"'-
\
BREWER YACHT YARD
AT GREENPOR,T/ INC.
r_--_...
L- _ __J
EXISTING
FLOATS
· ~Wk~SERND
S CIIURCIl
S1 ~~:;€1ER'(
~\<Cfi'OSE~IiE
tlISPOS.A.L
,,..~:;,
.',.
'::......
S~~1v
'ltor:"
~
-I.......
"'1', .
T
"
~
(.)
o
Cl
l%)
is
o
Cl
SCALE
o 25'50' 100'
P"""""'l .
(.)
~
o
Cl
8Ilt'lol'ElI ,,,CKT YARD AT Glt[NPOIIT. THC.
STIIlLIHG IASHI
GUtNI'Oll NARlO.
NANHMISET AVtHUE
VILLAGE or CUtHrOll
TO'lol'II or SOUTHOLD
COUIITY or surrOLl
,101'05Eo EXCAVATION. JULXHEAOING
.......NIt.N...N...t._UHt.Ul.oINl.o. ANU
1t....UIHll.oUUIlIUN Ut rLU....lli'llo
!'It.k "'~~HIIlLJ I'MUIL..I~
Cl
tJ
o
Cl
~~.
~
-""'
---.
j;:;j.y-;--
.. .
SiIRl.!lyG
~O(
~O
~~
DANIEL S. NATCHEZ ANO ASSOCIATES. IN'
555 "LDA 1I0...D
Io4...MAIIOHl::CIt. HEll TOIPI{ lD5-4J
191J.'698-5676
"h)' 19. 195!
---.- ---.
=-'";;:..~:-.."':::::::':'-
BAS/Iy
Revised:
07/29/86
.
.
SHEET NO. 10
RECONFIGURATION PERIMETER
~
~J
((
(1"'0 I ~
: -4(,yIf/
/ ~ ....... !1Z~~~IS.Z!1 N.
! "Q .......... Z45:J2J(1.66E
" .:::::' ~ tAr. 41.06':]01$509"
~ LONG.7'Z"ZI'/!JO;?71tJ'
~l~
--.....,....". M4N.~
.-..... ,,:.:4Nscr
-....a
f
~
-"'-
\
ST AGNES OHURCH
CEMETERY
PAOP:lSE b
DISPOSAL SITE
/'
./
:12&-'67'.98 N.
Z452T66.4J E.
tAT. 4,"Q6',]48113(1"
LONG.1'Z"ZI'Z5.0fUH/S"
e
/[Jj
326124.94 H
f~:'2:,o..~;rJ~'_of210J- ..
l.ONG. TZ" 2"25,89990
...
~O
",0"
I"~
Iff'
-_yG9
J25919.26N. )
~~5rD<fiY7 '~O.29~60-
LONG. n9f;I'19.'IIOS"
--
-....-..
:i:':;;:ijC;--
Er:~~::~J~~~"
....SED UPON SURVEY BY
YOUI-h. . YOUNG
ll. 'r .~. Lie lWstD L~Hu SURVEYORS
5URVEY nAHD JULY 21:0, 19~J
ItV\SEn SEP1. I, IS!) Irld PEC.HIHR :1:1. 1953
D,l,TUJ.1L IHAH SEA LEVEL IHGYDJ
SCALE
o 25' 50' 100'
r.:-. 1
RECONFIGURATION
PERIMETER
ELZ3
:1260(;158 IV.
245529/'./l) E.
LAr 4,006',)/.68616"
LONG. 1'2" ZI'J8,Z406J.
!.!!.'1ER YACHT YARD AT GREtNPOllT, lNe:,
STIRLING BASIN
CR[ENPORT HARBOR
laNIlANStT AVENUE
VILLAGE or GREEHPORT
TOWN or SOUTllOLD
COUNTY OF SUffOLK
~~~~ij~mJ~~~X~;tD'HG
IIl'Crnrrrrmnnnll Ut t LUA lIIo'G
I'ltk A~)~lTBtTl'Jtl~
DANIEl. S. NATCHEZ AND ASSOCIATES, rNe
555 ALDA ROAD I
UAa.u.ROH~CK, NEW YONI( IOSLJ
19UI698_S67h
. ~.Y 19, 19B,
Revised: 07/29/86
280'
.
.
- ~AMfiENES CHu
~-D~ il1-
SHEET NO. 11 -
MAINTENANCE-OREOGING MAP
Proposed Dock Conf 19urat Ion
----
'. -....._. Af4/VI-'A.,
'-. . '7""vSc.-r
-..~..
E
"
~
"i
\
-,..!-
\
E
V%7i. DlW~~~c
!'lL.u.:i REDGING
SOUNDINGS ARE r~
FEET AND TENTHS
DAJUM:MEAN SEA
LEVEL
,s;tES Cl\URC\\
5'\'. cE\.Ir.iER'l'
~~rt~ .
OIS"".
o
s~C\y,y
'lfaCl:>
~
SCALE
o 25'50' 100'
P""-- I
----
;;:;jr:;--
_._11 .
::.::-===::::::-:.'::-
------...-
PRop 600'
05ED Do
Ok
IUEO UP'ON SUIVEl' IT
YOUNG .II YOU..."
liI.r.s. LIC[W5ED UUO SUIV[TOlfS
SUIIVEY DATED JULY 26 l'3eJ
'[VISCO 5t1'T. I, 19n and DECtl.lBU n. 1983
CONFIGUl'lA
'II-lTION
STIRLING BASIN
EBB
...... ?
PIOPOSt:D EXCAVATION, IUlXH[ADlilG
......HI U....Io...t~I.lIlLU...jlo.... ..hI.>
.~...Ulo; lr..l.I..,AlloJlo ..H ,L\.JAlllo"
,. It. Alol>t ~l b l.. I I' ~.....l t'- j l>
A _
FLDOD
DANIEL s. NATCHEZ AND ....SSOCIATES. INC.
555 ALDol. IOAt' :
WAIUROi'lLCI, HE\( 10111( J05.l.J
1'31.1:16911-5-671>
May 151. 196"
.
.
SHEET NO. 12 - PROPOSED EXCAVATION & OFF~SITE
DISPOSAL AREAS
Existing Topography
..--~~ -,,,J
~ ~.li:. Jt. "
'1- ~ ..lk.. \",G~ JL~I..9/ ....
1-- ~,:~~Q;. ---
'VU>---~~~ ;
.
\ '.0
~
~IOl!s
Slr~'SPOs~1.
8fr'; 9.0
- (f,,~tt-CH7'
PORe "-RD
. 'Nt
'"
,.
z
a
-<
OJ
l
STIRLING
BASIN
'"
'<[0
\~
~~
SCALE
o 50' nd
~
PROPOSED EXCAVATION AND
OFF -SITE DISPOSAL AREAS
EXISTING TOPOGRAPHY
UtWH Utili HRD AT ,"'Hllron. 'He.
STUlING BASIN
GRHHrOn H^R~O'
l<AHIlMISH AV[Hlll
VILLAGE or GAUI/POn
lOl.'Nor SOUlIlOtD
COUIITY or svrrOL~
IASEDurOH
TO~O(;~APIIIC !.lA'
FIVE HSHRN TO.'IIS
5UHCl~ CQUIIH, H. Y.
SlIiET NO. 111!.~O
sunOL~ COUIITY
OHARHnn 01 rU~llC "OHS,
[lAlliI-<. "LAII HA lLV[L
'ROPOSED[XCAVATlOII. BVLKH[AIlING
IHIHlt.liANLt_(JlIlU"IHl.. Ahlj
lfl-:TIllIH,U'..lluH 01 1l-UXTlll't
r1U.^"UIllLl~KU~
DANIEl. 5. NATCHEZ AND ASSOCIATES, lNC.
~~~ ^Ll.IA RDAIl
W"MkOH1.~K. lit" lON. IO~~l
(910 "96.~~)~
. Iol. ~ l~, 19h
Revised: 01/29/86
. .
STIRLING
BASIN
..
<0
,'6
~\.
IUEP UPON
TO,OOU.tllC HAP
rl~~ EASTEIH TOIl"E
IlIrrOLX eoullTY. II. ~.
InHT 1I0.1II1-tD
IUftOLIlCOUIIH
IltrUUllNT OF I'U~I.IC lIORIlI
PATU)h ~IUIl HA ll:vn
'""g,. COII"T11.. .,. .u......,
"'v, 00"" C11""" KllI"'U, : ~:~ ::: ~:::::~::: :::: : ~L~:lo.
"'v.. YACHT ".0., o,,..ron, ,.<. _ 4l..J.I.
SHEET NO. 13 - PROPOSED TOPOGRAPHY of RELOCATION SITES
9.0
~qE1yf "'0
J?DP01E'64CHr
CONr~
Co..
'''I:,Gu
~"IO..v
100'
u;~~~
hliotJo
"eo
ODo~
~
N
PROPOSED TOPOGRAPHY
Of RELOCATION SITES
"01'0I'. ,OPOO"'"' U, "UXOT'''" .".. - octn
" ~~~I:,::;.:.:,:;:::::~~,::~::-,.~'~,:.~".w.~~ ,~.';.v~'~:.r;::;:;:,':;i::i~'::
:~~...1':~~:1 "':;~:,,"::' .';;.,r,\~"~~'.\~. 'o::..:::,,~::":"..~~. "'I:~~
1I.I"t h...' ,.,r... o! ,,,.,, To." ,,,I AI ."......... I.,..
......... w"'....",..........w....... "'..
I' g~~~}~~~.:~:?:ll;;if:~;:~K~:ii;~:;.~.:~f:~~:':.:::.~ ,~:F~
"....... .......h will... .1... ..,," .p'''' oon..... .......,._
"~,....,,.......,,"...w",..p'............,.........
" ::';:..~~:::. "n' W.h,n' ,..... w"," .,n. .", w.II,n' ..... will
,,~l.!!'............,..w"'..........'n........
'"
)>
Z
o
-<
0]
[
B
SCALE
o 50' Kld
==
IUIIEr YACHt rAIP At GHfll~tIlT, lilt.
STULllla lAlli'
CUlllrOIt UUDO.
IHIIllAIlHT AHllllE
VIllAGE orclHIIPOIt
101111 or ,OllTWlllI
COUflH or 5UHOLI,
,ROPOSEII 'XCAVAT!OUL..IUUlffADIIlG
-..nQf[RI~rr:m[lIGfRC~
~mrunnnJrnnl:OAllfm
l'r.f!;mTm-vlll~
DANIEl. B. )IATC/fEI AND ABSOCIATEB. It/O,
~~S ALClA ROAD
IUHHOfIL'Cl, lUll YO~l 10SU
19'( I t~I.~t,a
Iby 1~. 19~'
R[ VI5EO 10 -1'-84, R~vI8[O
Revised:
07129/86
.
.
SHEET NO. 14
LOCATION of SITES for
SOUTHOLD TOWN WETLANDS PERMIT
'~ ~ ",1
~ " .... '
~ ~ \ Jt. "
"1 ~ \~c,-( JL~1.0'" ~,
~ ~~~t~-----
':')1-- - c.t\1 ..
4.0
IZ
.~ 9.0
· ~1Ek.O'"
Poq, "4qo
. life
'"
>-
z
o
-<
a>
"'"
>-
n
:I:
STIRLING
PROPOSED AREA
TO BE DREDGED
BASIN
~
~'b
~'-
UPL~~:~
SCALE
o 50' pd
=
LOCATION OF SITES
FOR WETLANDS PERMIT
!HNH UOlT fUll At GHTw'On, INC.
STilLING .~SlN
GU[N~OJl IIAUOI
"'^NlIANHl AY[NU(
VILlAGl or GH(tI'OIT
101lNorlOlITI,DLIl
tOUNTY or sunDLl
,.0'0\[11 (lOVATIOtl, IUIU!tA\llN(i
-oJOIIITIUllcr:nl<n;;;n;t;:-n;r;--
ll17nl!l1l':un;nmrurn"G.(TJ1'"
~1it....-ml!...!:....!1
DANIEL S. HATCHEZ AHO AS'SOCI...TES, INC.
SS)AlI.IAIOAl>
IIUIHONI(~. HIli YO~1 IO~a
It! (I ~"_~1,1"
Ih, I~, lih
usn urON
TOrtx;.""IIICIol^,
rl~C [^~ll.N 10""115
5unCH COUN". II. Y.
~llt(J NO. tIll_IO
5\HrOL~ tOUN1T
IIHAI1111'II01 rULlIC W;JUs.
\lUU": IolLAH SI.A lL'iU
Revised:
07/29/86
EDGE OF
MARSH
(APPROX.J
.
.
SHEET NO.
15 - ON SITE DISPOSAL & GRADING PLAN
~_ riR~R.NES c SECT.
-'''iQ8i~IF.D~tbi1f~ T
--- ~+-
.... -... M4NH4N~
"h. .... oJ-c:r
":---'-,.4VE;
ON-SITE DISPOSAL
AND GRADING PLAN
,
~t-l_
\
AREA TO
BE FILLED
NATURAL
SCREENING
tIES Cl\URC"
Sl ~"'E1~6
~>\lE
OISPu,
oS'
s!v~",
'''oCr.
1.iJ
SCALE
o 25' 50' 100'
P"""""I .
............
e.....
.~'~\
~.
...."..:~
..t\ltJ Hell' fUll AT GUtHrOIl llle,
51lUl11G US111
CR tElI~O" liAR .0.
~AII~~IIH' AVEI/Ill
VlllH.t Of (';U[lIrOI1
10..11 01 SOUHIOLll
coulln or 5UI10L~
r(o
~o
~
-....-..
j::;;I,;C:--
~:=~~.:?:::l~
"orflstfl t1CUH10Il, IULKIIIAlollI(';
---,:I^'~IIH~ll_I'Hl>"'~~
f~.AlIU~ ell '~W.II~~
-"11 II A~.I.I'~ll 1..'1rnr-
STIRLI NG BASIN
OANIE:L s. ,.."TCH[l. AND ASSOCIATES, INt
~',~ AlI'A UIA"
IolUIA'OIlI,~. 11111 H'"' 11':'0
t~lj 1 ~~~.~l.l~
~'Y I~. 1~1,.
Revised: 07/29/86
IHtl' url\/. WU'l" n
'[\l'"~ I .,)1.'111;
101.1,5. LlC,.HI_ LUll. ~1l"VI'u~!.
5U.WI' \!A Ill' lllll 11., l'~.l .
UV1Hll 51rl. " 19~) .~d IJlrlluOlI- 77, n~}
DA' u", llt~. ~L ~ L" L I I M'.'"I',
.
SHEET NO. ~ - AREA NAVIGATION MAP ]
l.."
l...,
o 250' 500'
1000'
~
AREA NAVIGATION MAP
BREWER YACHT YARD AT GREENPORT. INC.
STIRLING BASIN
GREENPORT HARBOR
MANHANSET AVENUE
VILLAGE OF GREENPORT
TOWN OF SOUTHOLD
COUNTY OF SUFFOLK
PROPOSED EXCAVATION. BULKHEADING
MAINTENANCE-DREDGING, AND
RlCONFIGURArlON OF FLOA11NG
PIER ASSEMBLY PROIECrS
BASED UPON
DEVELOPMENT PLAN
VILLAGE OF GREENPORT
TOWN OF SOUTHOLD, N. Y.
JUNE, 1967
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALDA ROAD
MAMARONECK, NEW YORK 10543
(914) 698-5678
May 19. 1984
REVISED MAY 29, 1986
.
.
SHEET NO. 17 -
~~':.;:'~
W'
~'~
-~
~~~~m\ll~
--... - . M4:"'HANSCT
....--..
~
'"
'"
.-
'"
':1.l
"
!t
"l
RECONFIGURATION 01 DOCKS
& MOORINGS
Proposed VI. Existing
Conditions
r - -1 ~~9F'ON.AL
L__Jj~JOR
8 ~~O~~~10
~---~ EXISTING
L- - - _J FLOATS
· ~Wk~SERND
,
-....-
\
BREWER YACHT YARD
AT GREENPOF\T, INC.
llE.S C\\URC\\
Si ~~I.\"iE.R'(
C~SE.D
p~;:\. sl1E
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o 25' 50' 100'
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IIR[W[R y....CIlT YAJ:O AT GR[[NP01!.T. INC.
STlllLlNG '''SIN
GREEllrORT HUBOI
~"'IIH^NSET "VEliUE
VILLAGE or CIlUNPOtT
TOIo'N or SOUTHOLO
COUNrT or surrOlk
'IO,.OSEO nc....vATION. IUUHEAllUIC
--w:tRT!11111tI':lrRlll(,j 1 Ill., ANIl
Il.lLUlHlloUko'.llUN or tlUAIINl"
rllk ^~~HIULJ I'NU!ll-l~
....SEO UP'OH SURVEY IT
YOUNG a YOUNG
N.Y.S. LICENSEO lAND SUIlVtyoRS
SURVEY OAHD JUtY lit. 1963
REVISED SF-PT. I, 198) Ind DECEMBER 27. 19BJ
DATUMl I-lU.M SE.A LtVrL CNCVDI
OANIEL S. NATCHEZ AND ASSOCIATES, INe
SSS AlOA 1101.0
W.....IAIIO,..~O:. WE'll YORk IOSl,]
1911169B.S6?b
"'.y 19. 195'
Rev ISluL~ 07/29/66
o
I
125' 250'
(!)
<-
--<-
-./--
~Cf)
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06., P~8' 'heSroN
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~
<,;
CN-'4'..rJ~.tIcaOI
. .'
,
. ~ ~
J.ctf~it-l$J".
I.so'
500'
SHEET NO. 18 - AREA UNDERWATER LAND GRANT MAP
no8E"~r H -..
,,' ~rr'E"$ro.v
ltrCIiAA/D
'-'" I? C/(APAt4N
. '.", 8_1~.Q....
~/
AREA
UNDERWATER
GRANT MAP
LAND
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S~NO'1' PfA~~r N.I-\n 1'306
O~ G"L~f /9376 'j, II .
/1119 7, 19 O~"" f 1)'
:s ~
I'
DASED ON A COPY OF ~^TER GRANT
INDEX !.lAP 119 Of
SUffOLK COUNTY
8REWER HClIT YARD AT GREENPORT, 1NC.
STlRllNG BASI!:
GRHNPORT "ARBOR
l.tAlHlANSETAVEtJUE
VILLAGE OF GREEtJPORT
TO....N OF SOUTllOlD
COUNTY OF surFOlK
PROPOSED EXCAVATION, BUlKHEADING
---;;JJ\1RTrlTAHTI::lTIlrm:T11",. AI<O
Irrtn\.trTliUlI1:ntlu m ~ LOA I !fiG
1'11:.11 ^~~n:\IILY t'IIUII:.Cf~
DANIEL s. NATCHEZ AND ASSOCIATES, INC.
555 AlPA ROAD
~^M^RON(CI(, NEW rOil I( IO~3
1910696-567&
I-l.)' 19, 1981.
RE.VISED MAY 29, 1986
PREVIOUS
.~ SPOILS
~ Ap,EA
.
EXISTING
8Ep,M
SHEET NO. 19 - SECTION A & SECTION B
Proposed Grading Profiles
St. Agnes Site North of Manhanset Ave.
SECTION
A
PREVIOUS SPOILS
___ A~EA
EXISTING
BERM
.
SCALE
o 25' 50'
I I
'~,:o":'.. .' .,.~...
SECTION
B
MANHANSET
AVENUE
FRESH
~'O'
5'
o
WATER
POND
.N....-:..'~
MANHANSET !'5'
AVENUE 10'
Y
o
BREWER YACHT rARD AT GREEHPORT. INC.
STIRLING BASIN
GREEN PORT HARBOR
NANHANSET AVENUE
VILLAGE or GREENPORT
TOWN Of SOUTHOtO
COUNTY OF SUFFOLK
PROPOSED EXCAVATION, BULKHEAD1NG
M^INjeN^NC~-UHeUGIHG. AND
Ilt.:CONFlGURAIIUN 01- HUAIING
1'1l:.1C ^~St.!>IJ:jU t'ROIl:.1..l5
DANIEL S. NATCHEZ AND ASSOCIATES. INC.
555 ...LOA ROAD
WAMAROHECK. NEV YORK 1054J
191Ll698-S678
Revised:
OS/29/86
.
.
ST. AGNES
CE METERY
,',f
s~t~~~~
ACCESS
DRIVE
SHEET NO. 20 - SECTION D-D
Proposed Typ i cs i Sec t ion
East of Boat Basin
SECTION
D-D
PLANTERS
(CURB STOPS)
PARKING
o
WALK
PILE
FLOAT
BULKHEAD
BOT TOM
SCALE
o 5' 10'
o
20'
.
BREWER YACHT YARD AT GREENPORT. tHe.
STIRLING BASIN
GREENPOR! HARBOR
WANHANSET AVENUE
VILLAGE OF GREEHPORT
TOWN OF SOUTHOLD
COUNTY OF SUFfOLK
PROPOSEO EXCAVATION, BULKHEADING
MAIN I i::JiANl.:.t.-l)HI:.I.lc..INl>-, AND
1lJ::l:ON~LGURAIIUN O~ tlOAILNG
1'11::11 A~:>l:.MIH.l I'ROtt:CI.!>
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 "LOA ROAD
MAMARONECK, NEW' YORK 10543
{9141 698-5678
Revised:
OS/29/86
.
MANHANSET AVENUE
.
SHEET NO. 21 - SECTION E-E
Proposed Typ I ca I Sect Ion
Adjacent to Manhanset AVe.
SECTION
E-E
NATURAL
SOREENING
FENOE
BOAT
STORAGE
SCALE
o 5' 10' 20'
. .
TRAVELlFT
BOAT
STORAGE
~
BREWER YACHT YARD AT GREENPORT. INC.
STIRLING BASIN
GREEN PORT HARBOR
NANHANSET AVENUE
VILLAGE OF GREENPORT
TOWN OF SOUTHOlD
COUNTY OF SUFFOLK
PROPOSED EXCAVATION, BULKHEAOING
MAINllNAN~l-OKlOvlN~. "NU
R""!c,:,mi'lGURAI1UN m ~LUAIING
!'llK ^~;j..:.UjLl I'RUjl:.,-IS
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 HDA ROAD
MAMARONECK. NEW YORK 1050
(914)698-5678
May 19, 19Bt.
.
EXISTING
BULKHEAD
.
.
TO BE
REMOVED
t
SHEET NO. 22 - SECTION F
Typical Maintenance-Dredging
SECTION - F
TYPICAL
MAINTENANCE DREDGING
FLOATS 8 PILES
EXISTING BOTTOM
PROFILE
-- - -MHW + 1.2'
h - --MlW-1.2'
PROPOSED
BOTTOM
PROFILE
- 9.2' MSl
'il..
255'
>k- 25'
SCALE:
BREWER YACHT YARD AT CR[EHPORT, INC.
STI RL lNG BASIN
CREEHPORT BARPOR
I-lANIlAHSET AVENUE
VILLAGE Of GREEHPORT
TOIo'N OF SOUTllOLD
COUNTY or SUffOl~
PROPOSED EXCAVATION, BULKHEAD1HG
MA1HTt.NMjU..DItI:.UGIIH., }o/iU
IfrCOIrrEURAllUH U~ tLOAJIHG
YILt! ^l>~I:.~IIll.Y PROllClr--
10 ~
VERI TIC LEO U 5
HORllONTAL
,
o 10 20
DANIEL ~. NATCHEZ AND ASSOCIATES, INC.
555 ALOA ROAD
WAMARONECK, HEW YOlO; 10~J
{9aI698-567&
1.1&1 19. 196L
REVISED MAY 29, 1986
SHEET NO.
23 - SECTION
Typical
G
Subterranean Bulkhead
SECTION - G
TYPICAL
SUBTERRANEAN BULKHEAD
ANCHOR PILE
5ITOI01C-C
\
+2.0'
GUIDE PILES FOR FLOATS
EXISTING UPLAND PROFILE
.
3" TO 4" THI CK TIM B E R
SHEETING
PROPOSED FLOATS
-MHW+1.2'
- -MSL 0.0
__ __ _________MLW-1.2"
PROPOSED BOTTOM PROFILE - 9.2 MSL
EL. -11.5 MSL
,
o
5'
,
10'
BREWER YACHT YARD ;.T GREENPORT. INC.
STIRLING BASIN
GREEt/PORT HUBOR
MAHHANSET AVENUE
VILLAGE OF GREENPORT
TOWN OF SQUTHOLD
COUNTY OF SUFFOLK
PROPOSED EXCAVAT10N. .gUUOlEADINC
lolAJt<lI:.HANLt.-DIIl:.utd/'H... ANU
fiCON; lGURAllON U~ HU^IIH~
t'lt.1I ^!>!>I:.MilLY t'ROII:.l...lll
.
SCALE
DANIEL S. NATCHEZ AND ASSOCIATES. INC.
555 ALOA ROAD
W,MAROHECK, HEW YOIIK 105"3
{9J,U 698-567b
May 19. 198'
Revised:
07/29/86
.
.
.
SECTION - H
100'
PROPOSED BOTTOM
PROFILE
-9.2' MSL
MHW +1.2~
MLW -1.2'
~
~
Q
!3Si
FENCE
rTIE ROD
9"_/2l! TIMBER
SHEETING
100'
l5'-1
PROPOSED POOL
25'
ANCHOR PI LING
~~SYSTEM
seA LE,
SHEET NO., 24 - SECTlo.N H
Proposed Typical Section
West of Boat Basin
'I INTERTIDAL
MARSH
~--MSL
0.0
FENCE
INTERTIDAL
MARSH
CONCRETE
PAD
___MS L 0.0.
BRE~ER YACHT YARD AT GREEHPORT. INC.
STI RUNG BASIN
G.EENPORT HARBOR
'J.<ANHANSET A VENUE
VILLAGE OF GREENPORT
TOWN OF SOUTHOlD
COUNTY OF SUF,OlK
,
o I a' 20.'
PROPOSED EXC.A.VAilON, .BUlXHEADING
MAJN1~HANC~-DW~UGJHG. Aku
If'ECUNrIGUh!AtJUN Ot- t-LUAI1NG
PI.t.~ A~~dl!:lLt PRU/J::CJ:::I
DANIEL S. NATCHEZ AND ASSOCIATES, INC,
555 ALDA ROA 0
).(AMARONECX. HE'''' YONX 1054:.J
(9J~ J 69B-5678
J.<'Y 19. 1981
Revised:
07/29/86
..
.
NO. 25
APPROXIMATE LOCATION of TEST BORINGS
ST AGNES
CEMETERY
,
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APPROXIMATE
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TEST BORINGS
HST IiORIN':;~ COl;lJU:Hl.J er;
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!:.l!bl,jkfhCl s.:.IL~ Atoll
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fLOOD
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STlf1L1NG
UfWEI YACHT YAU' AT GH[Nr0J:T. t~C.
SlIHU:';; 'A~l~
GHt...r..;t IIA~~~.
"ANItA"! L1 Avr~\"1
VILLAGl Of GntllP0U
lO~'1i Of SOUTII.)L[l
(OUNTT or SUHOl~
-..,..-............-....
....._.u.......""._
--..",.-.......---
SCALE
o 25'50'
-
100'
I
'.O'O~[I' nCAYATIOI;. Ull~IIH[lING
~TTl1l"I:_i_l>.li',"I~w.A~.
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~.'"S. lIC1N!ll.- LAt.L SUIlVt101l~
W'VHloAHD/Ul1~. 19o}
.iEVl1t~ srn. I. l~t} .nd DraNBER l1. liB}
DAlVN, NH. HA llV[l lWGVlIl
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
55~ AlllA lOAD
wuu.IOWI':_, NUl TO.~ 105.43
l~l~' ~...!>t7..
Nay Ii. 196.
REVISED MAY 29, 1986
.
DANIEL S. NA TCHEZ and ASSOCIATES, Inc.
.
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RECEIVED
Suite 1100
555 A/da Road
Mamaroneck, New York 10543.4002
(914) 698.5678
Office of the President
Supervisor Frank J. Murphy
& Southold Town Board Members
Town Hall
53095 Main Road (P. O. Box 728)
Southold, New York 11971
SEP 3 )~~6
August 28, 1986
T",,- C'~", C;",.tItold
A.l.11!. :
Ms. Judith T. Terry,
Southold Town Clerk
RE: BREWER YACHT YARD AT GREENPORT. INC.
APPROVAL of SOIL REMOVAL PERMIT AMENDMENTS for
PROPOSED EXCAVATION. RELOCATION of a TRAVEL 1FT
WELL. BULKHEADING. MAINTENANCE-DREDGING. and
RECONFIGURATION of FLOATING PIER ASSEMBLY
PROJECHS)
Dear Supervisor Murphy & Town Board Members:
We have been asked by BREWER YACHT YARD AT GREENPORT. INC.
(hereinafter BREWER), to assist them In obtaining the necessary SOl I
Removal P~rml t to undertake the above-referenced revised Modifications
to previously approved Master Plan Project(s). This letter wi I I
supplement our most recent letter to you of 04/22/86 indicating that
we would be seeking an Amendment to your previous Soi I Removal Permi t
Approval dated 02/05/85.
BREWER rel:ently received Perml ts from the Army Corps (No. 13490), a
Modified Permit froln the New York State Department of Envlronment...,,1
Conservation (No. 10-8~-0766), a New Ycr!, State Department of Stat~
Consi5t~nGY Certl ficate (No. F-85-254), as wel I as the approvdls frOln
b"th the Town of S(Juthold Town BOJ.rd on 2/5/85 and Southold Planning
Board on 12/1(/84 dj wel I as approvals from the V~ I lage of Greenport.
Wh1~h wur,~ orlglnl! Iy requested to enable BREWER to e~pdnd and upgrade
their marrna However, since the submi5S~Ofi of the oriyinal
Appl II~Jt Il)n(~) for ttl~ prop0sed ProjectCs) ov~r two plus Y~Jrs ago and
rdc~lpt of ~ th~ nl:cQ~~;iJry rt)'Julatory approval~) earli~r thl:i y'~a(.
~c()notnl c and 10']! '; t, C f,lC t'.Jr_~ make I ~ "'::I;\;::..").J( '/ to s:~t_~X Aif1enl11llcn t C:3-;
Amen,jmen t (:; 1
prevlou~lj approv0d ProJect(3) Th'~ (equ~sted
sought by BREWER con51~t of a modl f'l)d de~lgn of
whIch BRE'NEn b<JI'8VCS IS more lot)Lstically an,j
th;~ origin-.11
e(;l)n(lmi ca II y
t () the
being
p (,) j to' C r
f d as i 0 J I':
toe:) n :, t r 1j '; ~
J.nd
o p ~ r 3. ~ (: _
BREWER IS now seeking a revised Soil Removal Permit (replacing the
previously-expired approval to excavate a total of approximately
thirty-nine thcu3and nine hundred thirty cubic yards (39,930 Yd.'5_3)
from an area of approximately seventy-eight thousand tive hundred
. .
SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
_ BREWER GREEN PORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
sixty-five square feet 178,565 Ft..) lsee SHEET NO.6 - PROPOSED
EXCAVATION & DOCK REMOVAL]. BREWER is seeking approval to excavate a
boat basin lsomewhat smaller than previously approved Isee SHEET NO.5
PROPOSED EXCAVATION & DOCK REMOVAL, Comparison of Previously
Approved Plan & Current Proposal)] and install a 25' x 45' in-ground
swimming pool. IThis is a reduction of approximately 30% in area and
25% in cubic yards over the previous approval by your Board.)
We would I ike to bring to the Board's attention that the one year time
I i m ita s s 0 cia t e d wit h the So i I R emo val Per m i tea n i n t err up t t his
Project at a critical stage or can expire just as BREWER receives the
fin a I a p pro val s from a I Ire g u I at 0 r y age n c i e s . I n ma n yea s e s, a
Project such as this can take up to 1.5 to 2 years to construct from
the time all approvals are received from all necessary regulatory
agencies. Further, it can take up to 1 year or more to receive al I
the documentation for all of the approvals. Therefore, we
respectfully request that the Soi I Removal Permit be approved by your
Board with the condition that the effective date of the Permit to be
on the dav the Proiectls) receives all necessary reaulatory approvals
and construction actually beains. Therefore, the one II) year Permit
will commence on said effective date of the actual construction. We
would also request that two (2) six (6) month extensions be approved
at this time, which would allow BREWER to complete the Project Is) in a
timely manner.
Enclosed, please find two (2) copies of our Specific Request for Town
Board Approval of a permit for the Excavation and Relocation of the
Topsoil and Other Materials to the Same Lot and Adjacent Sites, as
Specified in Chapter 81-4 10 and G); "Soi I Removal" as required by the
Town Code.
It is important to note that the previously approved Project Is) were
given a negative declaration from all environmental regulatory
agencies including the NYS Department of Environmental Conservation on
September 26, 1984, stating:
"The proposed action wi I I not have a significant effect on
the environment... the proposed project wi I I not
significantly affect the freshwater aquifer of the
peninsula. The peninsula periodically floods with tidal
waters there by eliminating the freshwater aquifer from
consideration as a source of potable freshwater to this
area. It
The revised excavation and bulkheading aspects of the Project Is) wi II
not cut into the upland (in a northerly direction) as far as the
previously approved Projectlsl. Previously. the excavation plan was
to create a deep "U" shaped basin lextending approximately 400' upland
from the existing bulkhead) and now BREWER proposes a "trapezoidal"
shaped boat basin which paral leis the shorel ine and extends upland
only approximately 220' from the existing bulkhead at its deepest
<Page 2>
. .
SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
point (or an approximate forty-five percent [45%] decrease in the
ex c a vat ion d i s tan c e from the ex i s tin g b u I k h e ad) . T his c omp a r i son i s
shown on SHEET NO.5 - PROPOSED EXCAVATION & DOCK REMOVAL.
Deposition of the excavated and dredged material(s) [which wi I I be
approximately 20% less than the originally approved Project(s)] will
sti I I be at the previously approved sites at BREWER's upland, at St.
Agnes Cemetery immediately west and adjacent to BREWER's property, and
at St. Agnes Cemetery adjacent to BREWER's on the north side of
Manhanset Avenue. [See SHEET NO. 12 - PROPOSED EXCAVATION & OFF-SITE
DISPOSAL AREAS Existing Topography; SHEET NO. 13 PROPOSED
TOPOGRAPHY of RELOCATION SITES; and SHEET NO. 15 - ON-SITE DISPOSAL &
GRADING PLAN.]
For your further information, we have enclosed copies of documentation
a s well a s cop i e s 0 f B R EWE R 's A P P I i cat ion C s) ass p e c i fie d below:
1 )
Support and background
including:
information on the ProjectCs),
a) Comparison of Previously Approved vs. Revised
Modi f ied Proposed Project(s);
b) Project Description within the Town of Southold:
c) Supporting Information
i) Impact on Fresh Water Supply
i i) Impact on Marsh Area
i i i) Upland Relocation of Excavated and Dredged
Ma t e ria I C s )
2) Southold Board of Town Trustees as required by Chapter
97 of the Town Code - Wet lands;
3 )
Southold
required
from the
Planning Board Site Plan
by Chapter 100-130; "Zoning"
Code of the Town of Southold;
Approval, as
- Article XIII
4) Army Corps of Engineers:
5) N.Y.S. Department of Environmental Conservation;
6 )
N.Y.S.
and
Department of State - Coastal Management Program;
7) Vi I lage of Greenport.
We also specifically cal I your attention to our joint detai led Letter
of Support to the Army Corps of Engineers, the N.Y.S.D.E.C. and the
NY.S.DO.S. dated 08/27/86. This letter discusses the background of
<Page 3>
. .
SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
the ma r i n a, asp e c t s 0 f the Pro j e c t C s) wit h i n bot h the Tow n 0 f Sou tho I d
and the Vi I lage of Greenport, the need for the amended ProjectCs), and
the alternatives considered.
We would welcome
conven i ence. If
ca I Ius.
the opportunity to discuss this application at your
you have any questions, please do not hesitate to
Sincerely,
DANIEL S. NATCHEZ and ASSOCIATES. Inc.
By,
/'
President
OSN/jl j
Enclosures
cc, Army Corps of Engineers
N.Y.S.O.O.S.
N.Y.S.O.E.C.
Vi Ilage of Greenport
Southold Planning Board
Southold Board of Trustees
BREWER YACHT YARD AT GREENPORT, I NC.
<Page 4>
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SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
Comparison of
Previouslv Approved vs. Revised Modified Proposed ProiectCsl
There are several differences and
approved Master Plan ProjectCsl
f 0 I I ow i n g c h art at temp t s top r 0 v ide
similarities between the previously
and the proposed AmendmentCsl. The
a summary of these:
AMENDED MA S TE R PLAN PROJECTCS) in TOWN OF SOUTHOLD
I I ."".., Previously
Approved Net
Expansion ChangeCsl
Modificat ionCs)
Maximum Number
Boats - Southold 65 90 -28%
CBoats -
Total Project) C 180 l C 180) 0%
Total Excavat ion
Cu. Yds. 39,660 52,950 -25%
Sq. Ft. 77,440 1 11 ,275 -30%
Maximum Depth -8.0'MLW -8.0'MLW 0%
Total Dredging I
Cu. Yds. 450
450 0% I
Sq. Ft. 2,625 2,625 0%
Maximum Depth -8.0'MLW -8.0'MLW 0%
Total Lineal Ft.
Bulkhead 990 1,130 -12%
Main DockCs) 750 425 +43%
Finger Pie r C s) 1,080 1,360 -20%
Ramps 48 288 -83%
Total Pi les 65 4 1 +37
'Travelifts' 2 1 I + 1 II
Swimming Pool
1 0 + 1
Excava t ion:
Cu. Yds. 270 0 +270
Sq. Ft. 1,125 0 +1.125
Boat Buildings 3 2 + 1
Clubhouse Bui Iding 1 1 0
<Page 5>
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SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
The basic differences affecting
Removal Permit are as follows:
the
granting of the Soil
1) The previously approved "UN shaped boat basin extended
upland from the existing bulkhead approximately Four
Hundred Feet C400'). The proposed AmendmentCs) for this
aspect of the ProjectCs) proposes a 'trapezoid'
extending upland from the existing bulkhead
approximately Two Hundred Twenty Feet C220'). This
represents an approximate 45% decrease over the
previously approved ProjectCs) in the distance of
ex c a vat ion i n tot he up I and from the cur r en t s h 0 rei i n e .
It was previously determined that the area to be
excavated is on a pen i nsu I a wh i ch is not cons i dered to
be a source of fresh water for other areas therefore the
previously approved excavation of 645' upland would not
interfere with any sourceCs) of fresh water for the
area.
2) The volume of material to be excavated to -8 MSL' from
the approved "UN shaped boat basin was a total of
approximately Fifty-Two Thousand Nine Hundred Fifty
Cubic Yards C52,950 Yds.3) whereas the proposed
Amendment for the 'trapezoidal' excavation to -8 MLW'
r e qui res the r emo val 0 fat 0 t a I 0 f a p pro x i ma tel y
Thirty-Nine Thousand Six Hundred Sixty Cubic Yards
C39,660 Yds.3), or a reduction of Thirteen Thousand
Two Hundred Ninety Cubic Yards C13,290 Yds.3), or
approximately Twenty-Five Percent C25%) less than the
original Project(s) volume. The reduction in the volume
of material to be excavated wi I I provide a savings to
BREWER over the initial ProjectCs) cost for excavating,
t ran s po r tin g and d i s P 0 s a I 0 f the ma t e ria Is. I n
add i t ion, i t wi I I mo des t I Y red u c e the time n e c e s s a r y to
complete this aspect of the ProjectCs), and the overal I
time necessary to finish the upgrading and
r e con fig u rat ion 0 f B R EWE R 's fa c i lit Y .
3) Two travel ifts wi I I be provided as opposed to one
previously approved. One (1) in-ground swimming pool,
one Cl) boat building and one (1) club house
[relocated] wi I I be constructed which were not covered
in the previously approved project.
PROJECT DESCRIPTION WITHIN THE TOWN OF SOUTHOLD
BREWER is seeking approval to Amend the proposal previously approved
by the Southold Town Board to expand and upgrade their marina, as
follows: CNote: The following description only includes those
portions of the overal I project which are in the Town of Southold.
The project site lies partially within the Incorporated Village of
Greenport and the Town of Southold. The project is contingent upon
receiving approvals from both entities, as well as the other governing
<Page 6>
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SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
regulatory agencies. For
attached joint Letter of
Engineers, the N.Y.S.D.E.C.,
the complete Project
Support dated 8/27/86 to
and the N.Y.S.D.O.S.)
Description, see
the Army Corps of
1)
Excavate a "Trapezoid shaped"
approximately 39,660 cu. yds. of
area of approximately 77,440 sq.
PROPOSED EXCAVATION & DOCK REMOVAL).
boat basin and
ma t e ria I from an
ft. [see SHEET
remove
overall
NO. 6 -
2 ) R emo v e a p pro x i ma tel y 225 I i n e a I fee t 0 f ex i s tin g t i mb e r p i I e
bulkhead that extends from Dock *2 to the lift wel I and is
located along the south end of the proposed boat basin. The
excavated bulkhead wi I I be disposed of upland by a local
carting company [see SHEET NO.6 - PROPOSED EXCAVATION & DOCK
REMOVAL J .
3 ) Co n s t r u c tan d ma i n t a i n a t i mb e r b u I k h e a d tot a II I n g
approximately 990 I ineal feet [approximately 955 I ineal feet
of which is along the west, north, and east perimeter of the
proposed boat basin and lift wel I, and approximately 35
lineal feet is a wood subterranean bulkhead on the southeast
shorel inel. The wood bulkhead wi II consist of approximately
3" to 4" thick timber sheeting and approximately 14" diameter
pi les driven approximately 14.3 feet below Mean Low Water
into firm bottom materials to provide an adequate base. In
addition, there will be a sufficient tie-back system
consisting of vertical anchor piles that will be attached to
each timber pile along the bulkhead with 2" diameter
tie - rod s . Not i e - b a c k s Y stem i s en vis ion e din the are a 0 f
the subterranean bulkhead. The subterranean bulkhead wi I I
tie into nearby sections of the proposed bulkhead which forms
the east side of the proposed basin [see SHEET NO.3 - SITE
PLAN MAP J .
4) Re locate and eXDand a t rave Ii f t we II by remov i ng the ex i st i ng
travel ift consisting of one (1) runway extension
approximately 40' in length located between Dock *3 and Dock
*4. The proposed combined travelift well (approximately 50'
x 40') wi I I be excavated along the north side of the proposed
boat basin and wi I I be able to accommodate a 20-ton and a
60-ton t rave Ii f t [see SHEET NO. 3 - SITE PLAN MAPl.
5) Construct. Inslal I. and maintain a series of new floating
pier (dock) assembl ies [see SHEET NO.3 - SITE PLAN MAP and
SHEET NO. 9 RECONFIGURATION of DOCKS, Comparison of
Existing Conditions & Current Proposal], as follows:
DOCK A located along the wesl perimeter of the proposed
bas I n con 5 1st i n g 0 fa) a p pro x I ma tel y 190' x 6' 0 f ma i n
float; b) five (5) finger piers approximately 40' x 4'
I 0 cat e d a Ion 9 the e a 5 t sid e 0 f the ma i n f loa t; c) 0 n e
(1) limber ramp approximately 12' x 3' located along the
<Page 7>
SOUTHOLD
- BREWER GREENPORT - REVISED
.
SUPERVISOR ~OWN BOARD MEMBERS
SOIL REMOVAL PERMIT - 08/28/86
at the nor the n d 0 f the ma i n f I 0
d) eight (8) timber piles approximately
12" in diameter and 40' in length located
at the ends of each finger pier, adding
stabi I ity to the structures.
DOCK B located in the center of the proposed boat basin,
consisting of: a) One (1) main I ine of floats
a p pro x i ma tel y 1 85 ' x 6 '; b ) 0 n e ( 1 ) t i mb err amp
approximately 12' x 3' located at the north end of the
main float; c) Six (6) finger piers approximately 35' x
4' located along the east side of the main float; d) six
(6) finger piers, approximately 40' x 4' located along
the west side of the main float; and e) Seventeen (17)
t i mb e r p i I e sap pro x i ma tel y 12" i n d i ame t era n d 40' i n
length located at the ends of each finger pier, adding
stabi I ity to the structure.
DOCK C located in the center of the proposed boat basin,
consisting of: a) one (1) main I ine of floats
approximately 180' x 6'; b) one (1) timber ramp
approximately 12' x 3' located at the north end of the
main float; c) five (5) finger piers approximately 35' x
4' located along the west side of the main float; d) and
seven (7) finger piers approximately 30' x 4' along the
east side of the main float; e) twenty (20) timber pi les
a p pro x i ma tel y 12" i n d i ame t era n d 40' i n I en g t h I 0 cat e d
at the ends of each finger pier, adding stabi I ity to the
s t r u c t u r e .
DOCK D located on the east side of the proposed boat
basin consisting of a) one (1) main line of floats
approximately 195' x 6'; b) one (1) timber ramp
approximately 12' x 3' located at the north end of the
ma i n f loa t ; c) s eve n (7) fin g e r pie r sap pro x i ma tel y 30'
x 4' along the west side of the main float; d) eleven
Ill) timber pi les approximately 12" in diameter and 40'
in length, located at the end of each finger pier,
adding stabi I ity to the structure.
6) Maintenance-dredae a triangular-shaped area approximately
2,625 sq. ft. to an average depth of 8' below Mean Low Water,
and remove approximately 450 cu. yds. of material as measured
IN PLACE [see SHEET NO. 11 - MAINTENANCE-DREDGING MAPl. The
area within the Town of Southold to receive
maintenance-dredging, is located throughout the existing
docking facility. All maintenance-dredging activities will
be undertaken by clam shel' and barge andlor dragl ine
operations. The material being dredged wi I I be placed on
BREWER's upland property, semi-dried, and then relocated as
described (in #7) below.
<Page 8>
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SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
7) Uoland Relocation of the Excavated and Dredaed Material:
Approximately 44,090 cu. yds. of material wi I I be excavated
from the proposed boat basin with an additional 10,500 cu.
yds. of material removed by the maintenance-dredging
operat ions in both the Town of Southold and the Vi Ilage of
G r e e n p 0 r t . A I I 0 f the d red g e d ma t e ria I s wi I I be mix e d wit h
the materials being excavated and deposited upland at three
different locations. The proposed disposal sites are: 1)
On-site disposal of approximately 2,500 - 3,500 cu. yds. 2)
St. Agnes Cemetery located adjacent to BREWER MARINA on the
North side of Manhanset Avenue. Approximately 42,100 cu.
yds. wi II be deposi ted on this undeveloped 11.8 acre si te
lsee SHEET NO. 12 - PROPOSED EXCAVATION & OFF-SITE DISPOSAL
AREAS, Existing Topography; SHEET NO. 13 PROPOSED
TOPOGRAPHY of RELOCATION SITES; and SHEET NO. 15 - ON-SITE
DISPOSAL & GRADING PLAN].
8 )
RELOCATE an existing
35' plus additional
bulkhead approximately
bulkhead lsee SHEET NO.
upland club house approximately 30' x
decking 20 feet from the existing
70 feet from the to-be-constructed
3 - SITE PLAN MAP].
9) CONSTRUCT an upland in-ground swimming pool approximately 25'
x 45' plus accompanying 10' cement apron, fencing, and,
screening approximately 40 feet from the proposed new
bulkheading lsee SHEET NO.3 - SITE PLAN MAP].
10) CONSTRUCT an upland boat maintenance and storage bui Iding,
mast shed and bathroom faci I ities total ing approximately 110'
x 120' located approximately 75 feet from the new proposed
bulkhead lsee SHEET NO.3 - SITE PLAN MAP].
11) CONTINUATION of a Reconfiauration Perimeter Condition which
would allow BREWER to continually change only the
10cationCs), widthCs), and numberCs) of pi leCs), dockCs) and
ramp(s) within the Reconfiouration Perimeter lIenvelopell
[shown on SHEET NO. 10 RECONFIGURATION PERIMETER dated
07/29/86 prepared by DANIEL S. NATCHEZ and ASSOCIATES, Inc.]
provided that the number of boats would not exceed one
hundred eighty (180) and no additional bUlkheading, dredging,
excavation or filling could take place without the prior
required regulatory approvaICs).
12) A PERMIT CONSTRUCTION PERIOD ending 06/30/92.
SUPPORTING INFORMATION
Impact on Fresh Water Supply
All agencies previously examined in depth the possible
adverse impactCs) on the fresh water supply and concluded
that the previously approved and more extensive ProjectCs)
wi I I have little, if any, effect on the fresh water supply.
<Page 9>
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SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
The proposed
of an effect
Projectcsl.
revised modified ProjectCsJ will have even less
because of the difference in size of the
According to Robert A. Villa, P.E., Chief Engineer for the
Suffolk County Division of Environmental Health, professional
hydrologists from the Suffolk County Health Department
conducted a field inspection and reviewed the previously
approved ProjectcsJ which extended into the upland
Forty-Eight and Two-Tenths Percent C48.2%J further than the
presently proposed AmendmentCsl. Their conclusion is, that:
"Since the peninsula where the Project is
is not really a source of the Vi Ilage water
we CSuffolk CountyJ have no objections
proposal.. .11
located
supply,
to the
In order to maintain the integrity of the fresh water/salt
water interface, BREWER proposes to undertake the ProjectCsJ
with the use of tight interlocking wood sheeting for the
bulkhead. The bulkhead wi I I be constructed around the entire
area being excavated and wi I I extend from a height of
approximately Six Feet above Mean Seal Level C+6' MSLJ, to
approximately Ten Feet below Mean Sea Level C-l0' MSLJ.
Impact on Marsh Area
A recent site investigation indicated that a section of the
marsh, from its south west corner back to an existing
deteriorated subterranean bulkhead, had begun to wash away.
The amendments to the previously approved ProjectCsJ include
replacing the deteriorated existing subterranean bulkhead and
extending the new subterranean bulkhead to stabi I ize the
southern edge of the existing marsh area. The proposed
subterranean bulkhead wi I I be a protective barrier to prevent
further erosion of the marsh due to storms, natural tidal
action, backwash from boats passing through Stirl ing Basin
and activities at the publ ic boat launch directly east of the
marsh.
Upland Relocation of Excavated and Dredged Material(sJ
The proposed upland relocation of excavated and dredged
materialCs) wi I I be identical to that previously approved but
wi I I be Twenty Percent C20%) less than the previously
approved excavation ProjectCs). Excavated materialCs) from
the boat basin, 'travel ift' wel I, and al I maintenance-dredged
materialCs) will total approximately Fifty-Four Thousand Five
Hundred Ninety Cubic Yards C54,590 Yds.3) to be removed
from the ProjectCs) site. Of this, approximately Ten
Thousand Fifty Cubic Yards C10,050 Yds.3) wi I I be from
maintenance-dredging within the Village of Greenport; Four
Hun d red F i f t Y Cub icY a r d s C 450 Y d s . 3 J from ma i n ten an c e
<Page 10>
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SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
dredging within the Town of Southold; Thirty Nine Thousand
Six Hundred Sixty Cubic Yards 139,660 Yds.3) from upland
excavation within the Town of Southold; and Four Thousand
Four Hundred Thirty Cubic Yards 14,430 Yds.3) from upland
excavation within the Village of Greenport. Approximately
Two Thousand Five Hundred to Three Thousand Five Hundred
Cubic Yards 12,500 Yds.3 to 3,500 Yds.3) of these
ma t e ria lIs) wi I I be rei 0 cat e don - sit e i nor de r to at t a i nth e
proper elevationls) and contourls) for improving the drainage
pat t ern san d for ace ommo d at i n g the add i t ion a Ire I ate d
activities such as automobile parking, boat storage, boat
repair and maintenance services.
There wi I I be approximately Twelve Thousand to Fifteen Thousand Cubic
Ya r d s 1 12,000 Y d s . 3 to 15,000 Y d s .3) 0 f ma t e ria I ( s ) de p 0 sit e d
on-site and along the east side of St. Agnes Cemetery which is
contiguous to the area that needs to be fi I led along the west side of
BREWER.
A small section of tidal marsh grass (Soartina Al..!..) located
in the east side towards the southern corner of the site has
been identified; NO FILL WILL BE PLACED ON OR WITHIN
TWENTY-FIVE FEET (25') OF THE MHW LINE IN THIS AREA. This
special condition will help insure the productivity of this
sensi tive intertidal marsh zone.
Most of the material being removed [approximately Forty One
Thousand Cubic Yards (41,000 Yds.3)], will be transported
across Manhanset Avenue to a site located directly across
from BREWER. All of the mater ial (s) wi II be trucked into the
primary relocation site at a point directly across from
BREWER's entrance drive on Manhanset Avenue. This
un d eve I oped E I even and E i g h t -Ten t h s (11. 8) a ere sit e i s owned
and maintained by St. Agnes Church and wi I I be used as a
future cemetery once the area has been upgraded and improved.
There has been further discussion between BREWER's and Saint
Agnes Church regarding the grading and landscaping of St.
Agnes' property. To the extent possible the evergreens that
presently exist (which are relatively young) wi I I be
preserved and replanted on either the Church's or BREWER's
property. The grading wi I I be as shown on the attached Map.
The surface wi I I be protected with straw mulch seeded with a
hearty grass in a manner simi lar to that in which road beds
or other irregular slopes are planted in highway or other
construction projects. In addition, swales will be graded
around many portions of the property to insure that there
wi I I be no surface runoffs onto the roads and adjacent
pro per tie s . The r e wi I I be a nap pro x i ma t e 25' b u f fer are a
between the existing three wetlands areas and the placement
of the excavated materials. The mature trees which are on
the easterly side of the property and along parts of the berm
of the old disposal area wi II be preserved.
<Page II>
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.
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SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
In short, the primary relocation site does not represent a
significant or critical environmental habitat. In addition,
because of its proximity to BREWER [approximately Fifty Feet
(50') south, across Manhanset Avenue], al I trucking
operations to and from the area wi I I not cause any
disturbance to any of the nearby residents. A temporary
a c c e s s d r i ve i n tot he sit e wi I I ex ten d d ire c t I Y a c r 0 s s from
the existing entrance drive at BREWER. There are no
obstructions or tight curves at this point along Manhanset
Avenue.
A more detai led description of issues related to the project(s) can be
found in the attached joint Letter of Support dated 08/27/86 to the
Army Corps of Engineers, the N.Y.S. Department of Environmental
Conservation, and the N.Y.S. Department of State.
DSNI j I j
<Page 12>
<<
(File
i~' Du~iiC.)
"''-'''~; u..: o,)u,", ......"".....J,.I
.
TO:';:~ CLE?..K t S OFFICE
Fee__
paid__
.
SQUTHOLD, NEN YOR..v\
APPLICA TION FOR PERMIT FOR SAND AND
GRAVEL PIT OR OTHER EXCAVATION PURPOSES
1. Name of Applicant Br'2':'rer Yacht Yard at Greenport, Inc.
2. Address of Applicant Manhaset Ave. Village of Greenport To.-m of Southold
UJUI1C.Y OL ;:'U.L.LU!k. 3 LclU:~ vI l~w ~tU.LJ....
3. Detailed statement of proposed operations Excavate a trapezoid shaped boat basin
within an area of approxirrately 77 ,440 sq. ft. to a depth of 8' below MLW and
renove approximately 39,660 cu. yds. of naterial. Excavate an area approximately
.,
1125 sq. ft. to install a 25' x 45' p::>ol ranging fran three to ten feet deep,
rerrovinq approximately 270 cu. yds. of material. All materials being rerroved
total of 40,380 cu. yds. fran all excavation and maintenance dredging operations
will be relocated upland at 3 locations.
SEE IEITER FRCM DANIEL S. NATCHEZ and
ASSOCTA'l'F.C; TN\.. dated
4. Names and addresses of all property owners of record within 200 feet of the
outside boundaries of the premises wtthin which operations are proposed to .
be performed. .
West - St. Agnes Church - Greenp:::>rt, New- York 11944
EaSt - 'Down of Southold
North - St. Agnes Church - Greenp:::>rt, New York 11944
5. The following must accompany this application unless waived by the Town
Board. If applicant requests a waiver of any of the following itema, applicant
should insert at the end of application subdivisions for which a waiver is
requested.
A. Detailed statement of the proposed operation together with a
plan of the area proposed for excavation or for removal of
top soil which shall show condition of the plot or premises
before operations and the proposed condition of the same
after operations are completed, such plan to be prepared by
a duly licensed engineer or land surveyor and drawn to Bcale
showing all adjoining streets, location and dimensions of
premises, the location, size and use of any existing buildings.
B. A topographic survey of the premises prepared by a duly
licensed engineer or land surveyor showing contours at 10
foot intervals, using Coast and Geodetic Survey datum.
C. Duly acknowledged COnsents of the owner of the premises and.
mortgagees, if any.
.'
-
.
.
D. Receipted tax bills or photostatic copies thereof or other
proof showing payment of all taxes and assessments against
premises [or which an application is requested.
E. A proposed comprehensive plan for the rehabilitation of the
premises together with a schedule of progress therefor. Such
plan to set forth the ultimate contour and grade of the area
upon completion of work, describing the area to be refilled,
top Boiled and seeded and specifying the amount and extent
thereof to be performed before December 31st of the year for
which permit is being applied for.
F. Estimate prepared by a duly licensed engineer or land surveyor
of the total number of cubic yards of material to be removed
from the property during the permit period.
6. Applicant hereby requests a waiver of the requirements of paragraph 5, sub-
divisions , , , , , .
seer.- 5 ;-paragraphs Tana aas-wel"I"im Section 11.
Dated:
August 28, 1986
~~Plicant
Brewer Yacht Yard at Greenp:>rt, Inc.
Corporation
By ~R,.. ~
i ature of aHi er
Sworn to before me this 28th
day of /' Aiiqust
/~d, ~
-/..-Ntitary 7,~lic '
~ 1986 "
/l/l1?l
LESUE J. MIUER
-ry Public. Stat. 01 N..._
No. 4831606
Ou.llfied in Westchester County C' 7_
Commiaaion Expir.. March 30. 19.<L..r
-2-
.'
~
<!:
~.':j.",~,-
.
..--
.
TC'WN OF SOUTHOLD
SUFFOLK COUNTY, N.Y
MAKE ALL
FUNDS
PAYABLE
TO
RECEIVER OF TAXES
GEORGE MELLAS
TOWN HALL SOUTHOlO. N Y l1lJ1T
t.lQN TQFl'l1 gooAU TO~OOPW
ClOSEO ALL LEGAL HOLlOAYS
CLOSffi SAT
516-1e.5-1llro
1983.1984 TAX LEVY
TAXES BECOME A l.IEN ON DEe 1ST
BILL NO.-
SWIS: '413801. 'ROll'SEC' :'1
ClS: 510 ACRES: .25
IlA"HASSEl'AVE
:TAX-CODE:; :148
..:
TAXABLE VA.I.,.UE
291
TOWN
'~3;200
;3,~OO '
,3,200
, .':','
~' -~:.-~-~~~~:;-
TAXES
--
'101.. 8
70;. 9
718.. 8
~ ,.,. ..,,'. ....."LAAS ..
,'-_ 'Y_ or ",-,..,... ,_ -...
~, ..,....u"c""~,_,...
COu....,c____...
~':'.=".~=-..:~::..~= 1
COUNTY
.~
SCHOOL
SP DISTRICT.
SUFFOLK COUNTY TAX. MAP NUMBER
3';-6-1
..- ',.
"'ET EXEMPT
AGED EXEI.4PT QlH. EXEMPT
-""~ "" -''''''_0",",,-- f- ~
. ~.~.-
BREWER"S YACH'll Y1\lID"'A'T
GREENPORT I
MANHANSET AVENuE
GREENPORT, N.Y. 11944
')THER
I
LANO VALUE ASSESSED YA.l..UATION
,1000 3200
TOTAl.. TAX C
891;'6
CODe
SCHOOL DISTRICT
- _. ..-- "-- '"'---
PatAlTY
473810
TOT"'L
RECEIVED PAYMENT SECOND HALF OR TOTAL TAX
RECEIVED PAYMENT FIRST HALF TAX
Reee,!'>T NC
17691
DATE !'>Alo
05-31-64
AMOUNT PAID
445.81
R'C~9f%6
o 1-~"d;:~~
A4"~rg:1fz
N::'~E T.\.;o.ES ....E P"Y"BLE BY C"'ECl{ CAS'" OR MONEY ORDfR_ CHECl{S
WI~~ BE "CCEPTED SU9JECT TO COLLECTION "-OR WHICH TH1$ OF,,"ICE ASSUMES
....c ;IE~o:)r-;SI9'LlTY ..c ::.o,S>< 81' "'AIL NO JRD PARTY C""Eel< POSTAGE STAMPS
..~; ~c.;:E"TEC "0 POST DA,EO CfiECl{S ACCEPT EO
NOTICE.
SECOND HALF TAX MAY 9E PAID AT THE SAME TIME THE FIRST HALF IS Due AND PAYABLE
SECOND HALF CAN Be: ;:>.1.10 AT ANY TIME UNTIL MAY J1st. WIThOUT PENAL TY
PLEASE READ THE REVERSE SIDE
ORIGINA
-
TOWN fiALL SOUTHOLC. N 'I' 11971
MAI<E ALL RECEIVER OF TAXES "'ON TO FRI 900 A ... TO. 00 P'" 1983. 1984 TAX LEVY
Ti"WN OF SOUTHOLD FUNDS CLOSEO All lEGAl.. ""OUCAYS
PAYABLE GEORGE MELLAS ClOSeQ SAT TAXES BECOME A LIEN ON DEC. 1ST
'31.. 1= FO:"I{ COUNTY NY TO 51f).165-1MJ
SWIS . '473889 ROll SEt : 1 TAXABLE \lAlI:E TAXES
'=~"~~ .
...-.....-....,' - ClS: 570 ~C RE S: 9.50
. 0 _"'. o.~...~.
--....-...;... "ANHANSET ~VE COUNTY 27,900 888.03 !
'. '.:;'.:. ;~ ..~~'::-:,:::~ I
4396 TAX-CODE: 145 TOWN 27,900 1,699.56,
BILL NO,- SCHOOL 27,900 6,267.26
SUFFOLK COUNTY TAX MAP NUMBER
43.-3-2 SP DISTRICT 27,900 253.25
:"~Nc:' ';AL'--'= ! ASSESSED VALUATION Brewer's Yacht Yard At .HER
1R40Ci 27900 Greenport, Inc.
" , - ,- , 'fe.TAL ~,l.X , -9 108.10
,E. ,,).:\A"'.
i ,.."EC EXEMPTI OTH EXEMPT I
Manhanset Aven,.le
Greenport, N.Y; 11944
,
I i PENALTY
::J::E I SCI-<OOL DISTRICT
TOTAL
473810 ;::IRS1' HAL~ TAX
- RECEIVED PAYMENT SECOND HALF OR TOTAL TAX RECEiVED PAYMENT
DATE PAID "MOUNT PAID RECEIPT NO DATE PAlO "MOUNT PAID
:;:~:::.i'T i'o:
33 41 ~ 05-31-Q-Ir~s r - r ,.4 . 5 5 4.. 0,,, ''l. 29165 01-10-84 4,554.05
"'-'~E ....~ES ...r::E P.o,Y"BlE BY CHECl{ CASI-I OR ...ONEY OROER. CI"IECKS NOTICE
,,,;c:' oE "'C:E"''''-E.J SI..;BJECT TO COLLECTioN FOR WHIC"" TtHS OFFICE ASSUMES SECOND HALF TAX MAY BE PAID AT TI-!E SAl,IlE TIME THE FIRST HALF IS OUE AND PAYABLE
"'.:J "lEsoG..s.E!ILln NO C"'SI-I BY UAIL NO JRQ PARTY CHECK POSTAGE ST......PS SECOND HALF CAN 9E PAID AT ANY TIME U"'TlL MAY Jl". WITHOUT PEN"'LTY
.....0. ":::~"-E:J "'0 "'CST DATED CfiECl{S ACCEPTED
PLEASE READ THE REVERSE SIDE
I
I
ORIGINAL I
!
.
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(
19
20
2
2
3
4
5
6
7
2
4
,
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9
10 '
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12
13
14
15
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38
39
,
,
.
LIST of DRAWINGS
.
for
BREWER'S YACHT YARD at GREENPORT. Inc.
Augus t 28. 1986
SHEET NO. T I HE DATE
1 GENERAL VICINITY MAP 05/19/84
2 LOCAL VICINITY MAP 05/19/84 I
3 SITE PLAN MAP Rev. 07129186
4 EXISTING CONDITIONS 05/19/84
5 PROPOSED EXCAVATION
& DOCK REMOVAL
Comparison of Previously
Approved Plan & Current Proposal Rev. 07129186
6 PROPOSED EXCAVATION & DOCK REMOVAL Rev. 07/29/86
7 SITE PLAN MAP
Comparison of Previously
Approved Plan & Current Proposal Rev. 07/29/86
8 SITE PLAN MAP I I
Comparison of Existing
Conditions, Previously
Approved Plan & Cur ren t
Proposal Rev. 07/29/86
9 RECONFIGURATION of DOCKS
Compa r i son of Existing
Conditions & Current
Proposal Rev. 07/29/86
10 RECONFIGURATION PER IMETER Rev. 07/29/86
11 MAINTENANCE-DREDGING MAP II
Proposed Dock Configuration 05/29/86
12 PROPOSED EXCAVATION & OFF-SITE
DISPOSAL AREAS
Existing Topography Rev. 07/29/86
1 3 PROPOSED TOPOGRAPHY of
RELOCATION SITES Rev. 07/29/86
14 LOCATION of SITES for
SOUTHOLD WETLANDS PERMIT Rev. 07/29/86
1 5 ON-SITE DISPOSAL & GRADING PLAN Rev. 07/29/86
<Sheel 1 of 2>
DRAWI~G LIST - BREWER ~ENPORT - 08/28/86
, ~ ...
.
SHEET NO. T I HE DATE I
16 AREA NAVIGATION MAP Rev. OS/29/86 I
1 7 RECONFIGURATION
of DOCKS
& MOORINGS
Proposed v s . Existing Conditions Rev. 07/29/86
18 AREA UNDERWATER LAND GRANT MAP Rev. OS/29/86
19 SECTION A & SECTION B
Proposed Grading Pro f i I es
St. Agnes Sit e. North of
Manhanset Avenue Rev. OS/29/86
20 SECTION D-D
Proposed Typical Section
East of Boat Basin Rev. OS/29/86
21 SECTION E-E
Proposed Typical Section
Adjacent to Manhanset Avenue Rev. 05/19/84
22 SECTION F
Typical Maintenance-Dredging Rev. OS/29/86
23 SECTION G
Typical Subterranean Bulkhead Rev. 07/29/86
24 SECTION H
Proposed Typical Section
West of Boat Basin Rev. 07/29/86
25 APPROXIMATE LOCATION
of TEST BORINGS Rev. OS/29/86
<Sheet 2 of 2>
.
.
I SHEET NO.
1 - GENERAL VICINITY MAP
11
\J~\J
cp
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JtlUll1G 1~51N
~"UNron lI~"OI
IUNUAHsn UINut
'flLl""t Dr CUIWrOIT
TOIINOf50U1HOlll
COUNTY Of iurfOLl
o
I
2500' 5000'
I
'Iorouo nCAVATION, 'Ul~HUD1HlI
--graTT1lnrr<-ll~.U~IH~. "NU
fttUIImD"^IIU~ U~ ILU'IIHCi
til. "~;l-nITr7Tlllr::rr-
DANIEl.!. NATCHEZ: AND ASBOCIATES, INC.
~)~ AlIlA 'DAD
loIA~(.uOH:;,K,'l ~~~_.~~:l IOS.U
.
,
.
.
SHEET NO.
2
LOCAL VICINITY MAP
Golt Cou~
2
..
10
34
o
31
10
.
BH
o
L
13
/
,
/
ftlights
170hnt!
,
,-
,.
,-
Fanning
PI
57
~ --..
.......
.......
.......
.......
"
34
BREWER
YACHT
YARD
26
22
3'
67
2
5
""
.
.
B
Dering
Harbor
Chequit
I
13
11
/'
/.......
/
I
I
Beach Clu
Shelter _-
Island
Heights
"
VICINITY
BREWER YACHT Y....RD AT GREUIPORT. INC.
o
I
1250' 2500'
I I
5000'
I
STIRLING BASIN
GREEHPORT HARBOR
MANHANSET AVENUE
VILLAGE OF GREENPDRT
TOWN OF SOUTHOLD
COUNTY OF SUfFOLK
Dated,
05/19/84
PROPOSED EXCAVATION, BUlKHEADING
J.1AJNlt.NI\t>(.;t.-LlIlt.U"ltH., ANLJ
llt...UNtIGlJIIAIlllN OJ- tLUAlIN!;;
rill! ^~~Hlnl rHOll!.:l!>
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 AllM ROAD
IoIAIIIAWNlCCK. NEW YORK I05LJ
1\lIL) 69B-S1>7b
.
,
.
NO.
3
SITE PLAN MAP
5T AGNES CHURCH
CEMETERY
PROPOSE D
DISPOSAL SITE
--4~_
'. \. ..su:r
-~'.,," ........ \ M4"
.:'" '"-"'::" "':'" 'v'HANSer
'. ...) .. ""'- .liVE'
'I' ) .... ':;~~'.:"~...- .......//
( C..~~ISTING............. ...........~ .::~:-.---.::.,~......_
\ \ ...~......_.... CONTOURS ............... ......... 'k> \
\ ,........ ....... ........ ......~_..-.... \
\ \ " D........._...... \'t.
\ \ ~\ .......... ........... ". .......
'\ \ \..' ........8._.......--...... ...
\ .... \ ..
\ \ .... ... PARKING AND WINTER \
\ ...., \ BOAT STOR,AGE ..
, \ \'0 '\ \ fT\
I '. .. .. '---
.. ...... ,......-..--...., . ....-
\ \ ". : -....-.- ". ~\"l
'" TRAN::;RMER \ ~(I'PROVe:D ...
.... .. VAUL T \ \ ~-12-84)
...... .. '. I "',-6...
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DocKi
R81' .
... DOCK?
~q
,00
I"~
Do 'c;7 d '-.i
PROPOSED RECONFIGURATlON OF
FLJ)ATING PIER ASSEMBLIES
-.
~-""_.
~::;~,~:--
:;;,rN";J~":"....
::::'::.~~~:'.1~~:":'-
SITE PLAN MAP
SCALE
o 25' 50' 100'
r _ "1
uno'ER YACHT YARD AT OREEHPORT. IIlC.
STiRlING BASIN
GR[[WPORT 1l^/lBOR
1.o,IlIlANSrt AVENUE
VILLAGE Of GREENPORT
t01l1l or r.oUTlIOLD
COUNTY Of surfOL~
PROPOSED nCAVAT1~BULI(IlEAD1NG
---gXTATrRXRtt=U]lDGIAC, ANU
fl:tmrnrmnTlnll or ~LO^lINCi
l'llk A~SU1IlLr t'RU~
hSED UPO>> SUIIVEV BY
YOUNG' YOUNG
H.Y.S. LICENSED LANtl SURVEYORS
SURVEY DAltO JULY 2f1. 19~3
UVlStO SErl. 1, 19ft) .,.d DEC.EMBU 27, 1983
DA1Ulotl l.IUH SEA LEnL (NGVD!
DANIEl. S. NATCHEZ AND ASSOCIATES, INC.
s~s ALDA JlO...D I
l.IAMARONIiCK, HEll' YOIIl( IOSJ.3
19UI698.567&
tot.)' 19,1964
Revised:
07/29/86
....iED 11'011 &\lnn n
VOU~"; a VOuwc
I.V.5, LlClNHD L.UD SlIlvnon
SUWYlT I>~UD JlllY 2lb, 1~1)
lnolnD SHT. I, 1911l u4 DEtUlItl n, 1911)
DAhlW, WiAH SU LtVlL IWGYDl
,
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-4
NO.
EXISTING CONDITIONS
SHEET
EXISTING
CONDITIONS
"-
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15'
DOCK
5
ST AGNES
CEMETERY
,
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4
S"RLING
BASIN
F%~L~
nEwn YACHT VUD AT CiU[II'On
IIIC.
HULINCi lU11I
GUEti,OPT 11.....0.
W"'NII~HHl "'H~UE
'fILLAGEotCI([N'OIT
TowllotloOUTItOLD
COONn or surroLl
".o,onD [le"VATION, IVUIIUltlNG
1,IAIN I tN~IIL<_lJ.il.l~'Nv. "'N~
'<\"UNII"U"II.J~ oJ, Ilu... 'IN...
~Hln-'Ild.
SCALE
o 25' 50'
~
100'
,
DANIEL a. NATCHEZ AND ASSOCIATES, INC.
55SALIM.OAD
IU.lU.ON[Cl, Hti '0._ IDS/.]
lil.lt,ojl>.!>bJo
W.ylji.l~
.
C}
<:>
<:>
,
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.
PR<POS EO
afFfmAD
A UNO
BOA BAS IN
"-
~
"i
SHEET NO. 5 -
PROPOSED EXCAVATION & DOCK REMOVAL
Comparison of Previously
Approved Plan & Current Proposal
--
~
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--
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-.-.........-.....
SCALE
o 25' 50' 100'
. - .
COMPARISON OF PRE VIOUSL Y
APPROVED PL A N e.
CURRENT PROPOSAL
PROPOSED EXCAVATION
AND DOCK REMOVAL
i!Rf:....Efl Y1.CHT YARD AT GR[[MI'ORT, INC.
STlRLlNG IlAS1H
GR[ENPOIlT HARIIOR
),tAHIIAHSET .......EllUE
V1LlAGE or ORE[HPORT
To....n Of SOUTlIOLD
COUNTY Of surfOLX
PROPOSED EXCAVATION, BULKllEA01HG
--UXHITEHAHLt.-URll.Il"IHI.o. ANU
1fl~1lXT\1lO
----mil ;.!>!>HIIILT rHUILLl:.
USED UI'ON SUllVEY BY
YOUUG . YOUNG
H,Y.S. L\C[llSEO lo'.l>D SURVEYORS
SUIlVEY D^ TED JULY 26. 19~J
REVISED 5EI'T. I, 1963 and DECEMBER 27. 1963
DATUk: MEAN SEA LEVEL !tlGVDI
DANIEL S. NATCHEZ AND ASSOCIATES, IN
555 ALOA ROAD I
"'A"'ARONECK, NE\! YO~K IO$U
l'3ltI6'3S-5678
1-1''1'1'3. 1911L
Reviled: 07/29/66
"U ~
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SHEET NO.6 -
PROPOSED EXCAVATION & DOCK REMOVAL
"
~
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DOC!( ,
sr'RUN~ DoCK ~
BA.SIN
6
.
.
.
\
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EXISTING
CONTOJRS
PRCPOSED
9JW~~.l.D
A UNO
BOA BAS IN
,'.
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SCALE
o 25' 50' 100'
~ ,
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--
---.,;--
d:::;';;!::;--
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-.....-.-.--....
......._...........c..._
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PROPOSED
AND DOCK
EXCAVATION
REMOVAL
BRt:\lER YACHT YARO AT GREENPORT. INC.
STIRLING BASIN
CR[ENPORl HARBOR
'tAHllAIISET AVEIlU[
VILLAGE or GREENPORT
TO.....1l or SQUTllOLD
COUNT,Y or SUffOLK
PROPOSED EXCAVATION, BULKHEADIHC
--,:{ATflTtllA1R:r:ml'rllGlh'u, AND
JI1.~I11:TlU~l5XTTl/C
-mil A~SHlil\.Y t'ROIL(.:H
BASED UPON SURVEY BY
yaUUG 1 YOUNG
H.Y.S. LIC[J~~[D lAND SURVEYORS
5URVEY Duro JULY 2a, 19dJ
REVISED SHT. I, IS83 IlId DECEMBER 21,
DATUI~: MEArl SEA LEVEL llIGVDI
1953
DANIEL S. NATCHEZ AND ASSOCIATES, IN
555 ALOA ROAD
I.lA~tAROIl1::CK. HEW YOHK 105'3
19ILI6911-567B
lollY -J9. 198L
Revised: 07/29/86
....UD UPOJI lunn IT
,"ouw.:;a YOUIIG
Il.l.5, LltlllHII LUlt/ sunIYOU
allnn IIH!1l JULY a, 19dJ
nVlStD un. I, 19JJ..,d DtCE\I8U n, UIl
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\ (~..~ ~~~...'~ ........ ':':-~~.~"--::--'''I~'':::.'.'II.
\ (. EXISTING .............. ........... 'i..,.. ---....:.':.:::w.....~....
\" ........~... CONTOURS ...~.......... ........Ib \
\ \ ........ ..... ....... .. -.~~~-.. \
\ \ \. "\.. "lJ..___.~_ l\.
\ \ "', ......~. ...... ". ".-
'.. ..... \ ....8_...-...." ...
\ \\ .....,. \. PARKING tND WINTER \~..
\ \ OOA.T TORAGE \ \'..
" ....... '\ \\ OJ
, '. ...---.. 7 .. \ ~
l \ .... l -- ----_ ". .~..~
\... PROP~~e.~ ....l.\. \' -....
.... B~'-,~........1.d ~ '..
~ . .... '..~
SHEET NO. 7 -
Compar i son of
Approved Plan
Proposal
SITE PLAN MAP
Previously
& Current
=
=
-
PREVICUSLY ;,pproJEO f1.ClIl.TS
0JRRENr l'AJPaim Fl..OI\TS
ST AGNl'S CHURCH
CEMETERY
PRoPosED
DISPOSAL SITE
'meW'
,to
~q
,00
<"~
PROPOSED RECONFIGURATlON OF
FLOATING PIER ASSEMBLIES
COMPARISON OF PREVIOUSLY
APPROVED PLAN a
CURRENT PROPOSAL
'Hilt) 'l'ACIlTYAlDAT eR[[IIPOIY.1IIC.
STIRLIIlO 'HIH
CUll/POn llAno.
LlAllltAIISn AVEI/UE
VllLAGI 0' elUIIPoRT
TOil II Of 5OUTUOLll
tOUl/ry or SUr'Oll:
~~MI~~m~~:~
n"tOlm~J.TlUIi UI ILlMllllCi
---ntJo A~H)lnT rluITCTS--
--...-..
~::;j:C;---
~r_'::1':"'''':''~..
~:;::'::::~I~:::':'''''
,SITE PLAN MAP
SCALE
o 25' 50' 100'
~ ,
DANIEL 8. NATCHEZ AND ASaOCIATES, INC,
5~5 ALOA lOAD ,
IoIAlUlOllrCl, NEil TO~' loSl.J
UIO 69'_561.
'Mor 19. 19U
Revised:
07/29/86
UUD UrOlll\llYlrn
'fOUNllITOVNG
I,T.5. LlC:lNHIl LAIlD JIIAVlTalS
. 5U~Vn DAUIl IIILt n, "13
IUIStD n/'T. I. IU] .IId I!lCClollU 17. UIl
DATUM. loI1.u itA LUlL IIIG"II
.
"
c,
o
r
'"
'"
SHEET NO.8 - SITE PLAN MAP
Comparleon of ExIsting Condi-
tIons. Previously Approved
Plan & Current Proposal
\
''''-
\
-Ea&~Mt~~~
~"'-, M'4..v.
-. . . . ;<(.4NScr
""-..
"-
~
BREWER YACHT YARD
Ar GREENPOR,T, INC.
PREVIOUSLY
o APPROVED
CONFIGURATION
~-~-, EXISTING
'-___J FLOATS
. !;~POSED
/:lmTS AND
He' CIIURCIl
ST t!;"E1ER1
'~,EO
P><-;,\. sl1E
lJ\'PO'~
'i-:-
&ci'"",
'!toEt
'-:~
.~
c-._""_
li
T
"
~
CJ
o
Q
co
iJ
o
Q
SCALE
o 25'50' 100'
~ ,
Q
iJ
o
Q
JUlin 'fACKTTA_DAT llllENrOn, IIIC,
STIHllle 1AU/1
C~[EIl'OIT HAUOR
IolAIlKAIIHT"YIIIUl
YILlAGt or ll_u"rOlT
TOIIII or SOUHIO~1I
eOl/IITTOrll/nOLi
'IO~~~[1l [JCAUTlON. 11IlIH[ADINC
1!ITlrntr-tn'["[lC11l~U-
.!~~~t:~Ir,,:~k~~~I~:1 u;~01~~~ ~ lilt;
~~.
~
-=
----
j'::;:;,f,::-
:=-:.:__...:.....:...~..
=.-::.:~~.::;:.::::.:.-
S IfR.!../ tvB
~..o(
~O
~
BAS/tv
DANIEL 8. HATCHEZ AHD ASSOCIATES, INe
S55 "~IIA 10AII
...."MA.OlllCt. 11[11 TOil IDSJ.J
!l11I "1-5511
,..,II,1I1t
Revised:
07/29/86
JASED UP'ON SURVEY IT
YOUNG l YOUNG
N.Y.S. L1CENSED lAND SURVEYORS
SURVEY DAHDJULT 26.1963
REVISED Sr.I'T. I. 1983 .nd DECEMBER 27, 1963
DATUIolI MEAN SEA LEVEL INCYOI
\
-"'-
\
S C\\\lRC\\
S1 "~~1ER~
~Rci?OSE~Iit.
Q\SPOS"\.
............ .
".
~~~.~.~
ti,t.
&'~
-'"
--
----
J;:;:;jr:.;--
=.:.-::::~;..-.:~::::.:.~
.
~~~~m\Ln:
-... - -. . .M4:VH4Nscr
....-..
'.-
SHEET NO. 9 -
RECONFIGURATION of DOCKS
ComparIson of Existing Con-
dl t Ions & Current Proposal
""
CO
CO
r
'"
."
"
A
~
BREWER YACHT YARD
Ai GREENPOR,T, INC.
EXISTING
FLOATS
· ~Wk~SERND
'-------.
l- _ __J
t-
~
()
o
c
.
-~::.~..
. ,', ~.:J
&~'"
'ito""
~
'f-:::~
.'"
":..../.
"" ~.....
...,", .
..E.~ ~:. .
--.
T
"<:"
~
()
o
c
"
..
C~~L._.
l1J
if
o
c
SCALE
o 25' 50' 100'
,....... ,
()
if
o
c
BREWER TACKT YAllD AT GRt:ENPORT. INC.
STlRLlNGJASIN
GREENP'ORT MARIOll
WANHAHSET AYENUE
VILLAGE OF CREEHI'OllT
TOWK or SOUTHOtD
COUNTT or surreLl
PROP'OSED EXCAVATION. II,lUHEADING
)oIAINllNANl..l_llNlll"IH", ANIl
IlLUNt ILL/kAIIUN Ur ,LUAIIN"
!'Ilk A~~HIBLf !'RUILd:'
c
if
o
c
Si/RL./tvG
~O(
~O
~
BA.S/tv
DANIEL S. NATCHEZ ANO ASSOCIATES, INC
555 AlOA lOAD
"'^"ARON~CIC, HEll YO.lK IDs.L3
191"698-567&
J"-y 19.195(
Revised:
07/29/86
,
.
.
SHEET NO. 10
RECONFIGURATION PERIMETER
~
~~
((
(INo 1 ~
: 'I/-t.yIV
/:J ...... S~S966.ZS N.
I v .......... Z~$SZJ6 fiSC'
" .::::" ~ LAr. 41.06'JO]$$O~.
~ LO/ll6. 72 02/"9 02716'
-
f
~
-N_
\
ST AGNES OHURCH
CEMETERY
P!1OFOSE b
DISPOSAL SITE
"26.167.96 N.
24$2766.4.1 E.
LAr4'''06'J4BIISII''
LONG. 7Z"21'2~.09646"
............
'.
it!!
.126124,94/11
2452709,''': E. ~
LAT. 4/"06 32.42/0.1 "
LO;'I(;, 72 "2"2$.89990
,..
~O
,0"
I"~
I?'
--y~
325919.26H. )
~~V:~iR7 ';0.29460"
LONG. 72~1'19.'1105.
--
--.,,--
:i::;;j:C;--
~!:=:~:~l~''::!'"
SCALE
025'50' 100'
r.:-. '1
lAnD UI'OIl SURVEY IlY
YOIlWG . YOUflG
".'t.!.. LICtNHD l~Ht. SUIIVEYORS
SURVEY PAlED JULY 2b, 19BJ
nV\!.[tl St1'l. I, IS!) uld DECHIBER '27. I9!3
DkTUl.l. l.lE/..N SH Lt'ltl IHGYDI
RECONFIGURATION
PERIMETER
EZZ2
.'1260el 58 /II.
24:IJ.?9l'./vC'.
LAr 4/D06'.JJ.68616~
LONG.1'2. Z,'/8.2406,J"
~ER YACHT YAIID AT GREENPORT. lNc,
STULlHO BASIN
GR[[NPORT lIARBOR
~ANIlANSET AVtNUE
VILLAGE or GREEHPORT
'lOWH or sou'lllOLD
COUNTY OF SUfFOLK
PROPOSED [XC^VATI~UlKHE^DIHG
---uhlAirRXArr:n1lDGIH~, AHU
tyC:~T1!lll Ot rLUAlltlG
-nrrrnrlTDtr1'lfll~
DANIEL 9, NATCHEZ AND ASSOCIATES, INr
SSS ALoA ao...o I
~^\'u'ROII[CK, HEW YOMI( IO~4J
19U1 6~8-567b
. J.l.)' 19, 19a,
Revised: 07/29/86
~tES ~\lRC\l
5'1". cE~E1ER6
~S\"tE
tl\St'~-
.
.
. ~FfJ.1R!f€s CHu
~"-o9i i{i.
SHEET NO. 11 -
MAINTENANCE-DREDGING MAP
Proposed Dock Cont Igurat ion
E
I'-
-'"
~
--- ~,
... -....._. ~f41\1~AA,
.-. . '7"'''IScr
-..--..
\
"'l-l-
\
E
PROPOSED
MAINTENANCE
DREDGING -
~~~~D~6 f~1HkN
DA1UM: .MEAN SEA
LEVEL
WJ
D
s~Q:yJ\l
rlto9:>
~
SCALE
o 25'50' 100'
......-- I
PROPOSED
600'
DoCk
---.
j:=;:J~;--
'::"'--.:=~~~.
=.-=...-=..-.:::::=--
CONFIGU
RATION
STIRLING BASIN
A ~ ...EB~
FLOOD.
'.O~~[D [%CAVAT10N, IUlKW[ADINC
....INILl...'h...t.UWtl,l..j"... ,u..u
.L....O..; IL.UW"', l;')l> ,jt .Lu...llh...
1'1 L_ ...l>~U.l~Ll 1'~..,IL,-Il>
IA5EO UP'OIoI SURVEY 11'
YOUNG . YOUNG
".1'.5. LICUl5ED UNO !>UIIIETOIfS
5UllVn DATtD JULY ~ 19"1
![VISED Si:!'T. 1. 19"3 and DECtWBtR 21, US]
CAHIEL S. NATCHEZ AND ASSOCIATES, INC.
5SS ALDA 'OAt' !
NANARONlC.l. N[1o' YOWl" JOS<:J
(91.1:1695-5076
'hy 19.196.1.
.
.
SHEET NO. 12 - PROPOSED EXCAVATION & OFF-SITE
DISPOSAL AREAS
Existing Topography
p\
~/OUs
SIT~ISJ)OS",l.
..0
12
.~ 9.0
A :fq1,h'ACIq
Pdq, Y.qo
, 1He.
u>
'"
z
o
-<
'"
'"
"
n
:J:
STIRLING
BASIN
~
t9J
~~
-"
SCALE
o 50' IOd
=
PROPOSED
OFF-SITE DISPOSAL
EXISTING
EXCAVATION AND
AREAS
TOPOGRAPHY
HEliER Hetty fUll AT C;~[[IIPO.T. INC.
STUlING 8~5111
G~HNPOKT HH80~
IotANI1ANSET AV[HU~
VILLAG[ orCU(NPOAT
TOIo'NOFSOUlIlOltl
CO\WH OF surrOLK
BASEDurOH
TOr(l(;~APl(lC MAP
riVe [^SH~N TO",'1I5
5UrfCU COlllln. II. Y.
511rE1 11:1. HIl_W
S.UHOU eDlIlln
lltHKHllNT or rUkoLIC ....J~~s
UA1UI" "'l"'fSI.A LLVEL
'.0'05[[1 nCAVATION, BUUHrAUIHC
II'" I II II.H^Hl.l-U~ ell" I 11(.. A"I)
n~l"I"'U~^lh.lH <.It tl-urnm-..
rll.~A"UI~LlrNU~
OANIEL S. NATCHEZ AND AS'SOCIATES, INC.
sssuu. 'OAO
"."'WQHICK. Ill'" TOH lC;.~J
19H I o~r._SLJ~
lol,y l~, 19"
Revl sed: 07/29/86
.
4'
STIRLING
BASIN
\g
\\.
UUD U~ON
toroauPlIlc J.{AP
'IV&USTUIl TOIIII'
lurrOLXCOUIlTr,Il,Y.
EIlUT IHI, 1l1l-tQ
5urtOLKCOUIlT1
IltrUUltllT OF rll~L1C WCRIlI
PATU)II)Iu'IlIiULtVtL
",nou cou.n TU ~.. ".11"".
..,..,. 'Go" <""'cu <"N"'''' : =.:~ :: ~::::::::: :::. : il :~::~.
....u,^'""...PUG....WIT. '"',_"._1->
.
SHEET NO.
13 - PROPOSED TOPOGRAPHY of RELOCATION SITES
<.0
'.0
~I?Elyf /0
~opo~d"4CHr
CO}tr~
CO..v,e-
'Gv
~rION
160'
U~~'A~
P-90..o0
"0
000~
~
N
PROPOSED TOPOGRAPHY
OF RELOCATION SITES
',OPOIIO "'.00""" ot nc",,""" "Tn_"CTn
" ~f~~~;~{:~::j~;:~~J/]~~k~':W~;:::~:~~;~~~y'~;~~~[i~~~
.....", ~"'... 1>.,...... ..ow. _ .'" .....
11 ~g~t;:]~~~.:~~':!1;;;f:;:::~~ii:r;5.:~!:~:~:':.~..: ,~~F~
)l ....... ........" ~m.. .'u' w". _,l..d .."..... ~....,.".
"."w,.',,," ."..,..............w"'...mu...w.".,..".....
SO ~:.;~.:;::~. n. w.".." ...." w.". .".. '.' w."... ..... _oil
"~'.TO'.....v.'..wlll..........,...<"..
Ul
)>
Z
~
E5
l
is>
SCALE
o 50' nd
=
JUIIEI VJ,CUTYAlD n ljRtlllPOIT. IWC.
UlRtlllo BUill
GIELI/POIl lIA~UD.
I.uUUAII~ET AHtlUt
VILLAGt Of OAHII,on
TO....fIOfSoulIiOLO
CoulltyorsuHOLl
r,O'OUO[ICAVITloflL..IULKlIUOII/Il
--Rl:TIlTnXCer;o'Rr~GTPc~
~mWnTTtJTrnn-rOllffltl
rr-nmTmI'Rorrrrr-
DANIEl. a. t!ATCtlEZ AND ABSOCIATE8. IIl0.
3~5 ,uPI lOAD
..UW....OllfCK, 1101 YOU 10513
l~fll tll_~~l!
~I)' IS. IS6~
lIeVISElJ W.I~'94. ll~vIS~O
Revised:
07/29/66
.
.
SHEET NO. 14
LOCATION of SITES for
SOUTHOLD TOWN WETLANDS PERMIT
...- _______ / .'lL /
:;::.~ -It Jt.,,'
~\.Jt. "
\~(j-{ .JtJ.g~.....
:\~~t'Vl-__--#-
.
'.0
U>
,.
z
o
-<
STIRLING
PROPOSED AREA
TO BE DREDGED
BASIN
~
~o
\'b
~'-
UPL;~:~
SCALE
o 50' pd
=
LOCATION OF SITES
FOR WETLANDS PERMIT
!IlWU ucnT THD U C;U[N'OH, IIIC.
HIHIIlG HHI<
GUll/rORT It....uo.
~....HIIAIIStt AV(NUE
VlllAla or eHll/roll
lO\o'lIorSOUlI,OlO
COllIHf or SUHOU
usn urON
torll(;_A'lIlC ~Ar
rlH U~HkN 10,"'11$
5UHc:n CUUIUl. II. Y.
SIlHI II~. IIII_AO
SUrrOl\;COUII1Y
IllPU11111l101 l'ulollC W:lUS
IIA1U.., MlAN !oLio LLVU.
"OPOHP[ICAYATIOII, .UIKllrAlllllG
--U;nRrrrnflCr:y,~~C;-Xk(j --
tlu1llnnJnTl"J1nrrTl'Gml~
~IltTl'IffiI'''I~
D,l,N1EL S. NATCHEZ MW o\S'SOCIATES. IHC.
SSS ALUA 'OAP
NAIoIA~O"1 ~l. Ill" 'O"l IO~!l
I'll I b9'.~b1"
. l.tor l~, 1!l1I
Revised:
07/29/86
EDGE OF
MARSH
(APPROX.J
.
.
SHEET NO. 15
ON-SITE DISPOSAL & GRADING PLAN
':':'
<::>
<::>
.-
'"
'"
ON-SITE DISPOSAL
AND GRADING PLAN
\
~,..-
\
__ ri;,\.jR.NES eN SECT.
~:nJSm1f~ ~
SllJ::_ I
M41\1}f. -,--..
.... . '.4I\1SCT
'.. I ..~.. ~Vl:
'.'-
.::-",
'.'
AREA TO
BE FilLED
,...
~
"i
~
t:%
~
NATURAL
SCREENING
tttS C\lURC~
S1 ~"'E.1~6
~S\1E
O\SPU'
oJ'
sfvC#",
r"oc:"
'-b
SCALE
o 25' so' 100'
~
,
~
---"
J;::;tr.:.:--
---_.- --..,
_.._.w~..,._._
-.-.......--.
~o
<<&\.
"
,.rYE' HtHT fUll U CUlllron IHt.
nUlllIC 'A~lH
CU[l/rOIl IIAUO.
I,UNIIAIIHl AV[IIU[
V1LLAGl Of cunwon
lO,",1I011.OU11l0lD
(Olllln or ~urlOL~
'.O'l'lSU' UCAVATIOII, IUtnIlAl'IIlC
~AI~lII1A~Ll_~nll...rll~
~~:~~ ~;~tll~1 ~:,irrW~
STIRLING BASIN
UUI' url\l; '\'11'1'1 n
1(11'11';'. hll'''L
11.1.'. lltlHU' tOllh W.VllUW~
~UHl' U'lU' lULl )1., lq~.l .
nVIHI' ~1r\. I. I~~) ORd lllrllll"~ n. "~l
OA1UI/, ..[.~ ~l' UHI IN',\"I',
Olo.NI(L S. N,I.,TCHU. AND ",SSOCIATES, INI
~~~ ALl.. lOA I'
1ol'1ol'IO~1 (l, ~I II YI>H Ir~L.l
I ~ll' L~~.~I.J~
"" ~ l~, '~I-.
Revised: 07/a9/86
.
I SHEET NO - . - AREA NAV I GAT ION MAP
'"''
h-"
o 250' 500'
I
1000'
~
~f!#
h
~
AREA NAVIGATION MAP
BREWER YACHT YARD AT GREENPORT. INC.
STIRLING BASIN
GREENPORT HARBOR
MANHANSET AVENUE
VILLAGE OF GREENPORT
TOWN OF SOUTHOLD
COUNTY OF SUFFOLK
PROPOSED EXCAVATION, BULKHEADING
MAINIENANCE-DREDGING. AND
RtCONFIGURAIION OF FLOATING
PIER ASSEMBLY PROJECTS
BASED UPON
DEVELOPMENT PLAN
VILLAGE OF GREENPORT
TOWN OF SOUTHOLD. N. Y.
JUNE. 1967
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALDA ROAD
MAMARONECK, NEW YORK ID543
19141 698-5678
May 19. 1984
REVISED MAY 29, 1986
.
.
.
SHEET NO. 17 -
RECONFIGURATION of DOCKS
& MOORINGS
Proposed VI. Existing
Conditione
~~.
~
-~
~~iS~m\n:
--. '. -. -. . M4NH.4NScr
.....--..
"-
"'"
D
D
r
''''
";1>
"-
~
"l
r--l iDITION.AL.
: I ~~~OR
l..__.J "I BOCKS
0) ~~o~~~10
~---- EXISTING
L- - - _J FLOATS
,
-""-
\
BREWER YACHT YARD
Ai GREEN PO R,Tj INC.
S CI1URCI1
51 ~~~lER~
~flcii'OSE.~ 11t.
O\SPOS~1.
gROPOSEDND
Ie Ph:itsTS At
~" ~,~...
...,
. ,.
s~~,...
iftO[t
.r-::::t
"
~~I ,
"
-'
--.
-- - T
--
----
0""
~
(J
o
c
- -
o
A ~.~
en CRos
o
lJ
o
c
o
SCALE
o 25'50' 100'
.....-.! ,
o
o
c
~
(J
o
c
BREWER HCIIT YAIlD AT GRtEHI'ORT. IHC.
STIRLING US1N
CREENI'OU HUle.
J.I...N\I....IlSETAVENUE
YILL^GE or GR[[NrORT
TOWN or SOUTHOlD
COUNfY or surrOLl
I'ROPOSEO [XC....VAT\ON. .UUHE....01NG
---.rAIIH IN,o.NCl-DRlU(,INl,,, ANU-
HLUHtl<..UhI\IIUIl UI tlU"IING
I'!t.k A~~HI~l..I t'~UJL...llo
---..
'j;::;-..r.:-;--
~:-=:.;.:-.:~:: :.:.~
o
o
....!iED UPON 5URVty BY
YOUNG 1 YOUNG
N.T.S. LICENSED LANO 5URvnoRS
SURvn DAltD jUlY 21>. 1983
REVISED SF.PT. I. 1963 tnd DECEMBER 17. 1983
01.TUI-I, I-lE^N SE^ LEV[l INGVDI
s I{ RU No
~~.o(
~o
"'\ .
0'0>"'-
8~SIN
DANIEl. S. NATCHEZ AND ASSOCIATES, IHe
5SS^LDA ROAD
W.\lo(ARON1Cll.. N(" lORt IOSl;3
19"1 698-Sb7l>
Iohy 19. 196'
Revised:
OU2JU86
(!)
~
--~
-1__
CJ:U)
J::':t
CI) l1J
.Ii '1~;~"T. PhCrTrJN
.t Ahn:1;'.9"~ 6E7P;!yTt:
I~ ,. ~E:l"
90}
I ~v~
.a
<,;
.
o
I
125' 250'
.
SHEET NO. 18 - AREA UNDERWATER LAND GRANT MAP
I?OOFf:?r I-l __
(J' ',.,'FSnw
I.VGRAA/[)
"'" f:? CHAPMAN
. "'1 b.t~,Q't.
I
I
I
~/
c-N"'..r.J::''''~O'
'" .:.1.
. t., ~
~. ....r~.
"",,,, .
" . ~-J(J
If' 1.so.
'i>R~~~O
il>-C\\~
AREA UNDERWATER
GRANT MAP
LAND
'//.c---9'BEn>T Fi
t~ /"i /9u d /.'..-9LJI/.rj/11
'....,D.=>rcO!,/.:.) ~ .". #"$1,
dt:"~ Co . "!J
71.
BASED ON A COPY OF WATER GRAWT
INDEX MAP 119 OF
SUffOLK COUNTY
jr,tt/l'~- -' Ifr1't.fS ",'
;A.SJOCIA110N
SAJlDY' PfAC~r N. V. (71'306
01' GlfLl\,':9J76 1. (I .~
/\/19 7, 19) L!~'" f V'
BREWER YAClI! YARD AT GREENPORT. HIC.
STIRLING IlASltl
GREENPORT tlAR1!OR
t-l"NllANSET AVENUE
VILLAGE OF GREENPORT
TOWN Of SOUTltOLD
COUNTY OF SUFFOLK
PROPOSED EXCAVATION, BUlKHEAD1NG
---,;rXT'RTtll~rnr:TI1G.AI<D
IITcn~TmN m ,LUAIING
-~5nlllLY rHllIl:J.:I~
500'
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALOA ROAD
~^M^RONt:CI(. HEW YOHI( lDStJ
191'1698-567&
I.hy 19. 19B'
~v~SED MAY 29, 1986
PREVIOUS
,~ SPOILS
~ AREA
.
EXISTING
BERM
P~POSED
G OUND
PR FILE
PREVIOUS SPOILS
___ AREA
EXISTING
BERM
.
SCALE
o 25' 50'
I '
SHEET NO. 19 - SECTION A & SECTION B
Proposed Grading Prof! les -
SI. Agnes Site North of Manhanset Ave.
SECTION A
PROPOSED
FILL
~ .~~.. " ...~....
SECTION B
MANHANSET
AVENUE
FRESH WATER
~'O'
5'
o
POND
.N....~.'~
MANHANSET t15'
AVENUE 10'
Y
o
7 --
BREWER YACHT YARD AT GREENPORT. INC.
STIRLING BASIN
GREENPORT HARBOR
MANHAHSET AVENUE
VilLAGE OF GREENPORT
tOWN OF SOUTHOLD
COUNTY OF SUFFOLK
PROPOSED EXCAVATION, BUlKHEADIHG
M^INT~NANLe-UR~D~IN~. AND
Rl::COIHIGURAIIOH OF HUAIING
i"lJ::fl ^5~t.MIlLY t'ROII:.I..fS
DANIEL S. NATCHEZ AND ASSOCIATES. INC.
555 ALOA ROAD
MAMAROHECK, IiEW YORK 105.1;3
[914)698-5678
Revised:
OS/29/86
.
.
ST. AGNES
CEMETERY
-",
s~~l~~~~
SHEET NO. 20 - SECTION 0-0
Proposed Typ I ea I See t Ion
East of Boat Basin
SECTION
0-0
PLANTERS
(CURB STO PS)
PARKING
ACCESS
DRIVE
.'" WALK
o
PILE
FLOAT
BULKHEAD
SCALE
o S' la'
.
BOT TOM
2d
BREWER YACHT YARD AT GREENPORT, INC.
STIRLING BASIN
GREENPORT HARBOR
WANHANSET AVENUE
VILLAGE OF GREENPORT
towN OF SOUTH01.D
COUNTY OF SUFFOLK
PROPOSED EXCAVATION, BU1.KHEADING
MAIN I eNANC.t.-lJlI.l:.DGING, ANI.l
RI::\.':UNt IGUIlAIIUN Ot t-LUAIING
I'tl::ii: ^~:>I:.MKLY I'IIOII:.l..15
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 AL.OA ROAD
MAMARONECK. NE\lI YORK lOSl.J
(914) 698-5678
Revised:
OS/29/86
.
MANHANSET AVENUE
.
SHEET NO. 21 - SECTION E-E
Proposed Typicel Sect Ion
Adjacent to Manhanaet Ave.
SECTION
E-E
NATURAL
SCREENING
FENCE
BOAT
STORAGE
SCALE
o S' 10' 20'
. ,
TRAVELlFT
BOAT
STORAGE
~
BREWER YACHT YARD AT GREENPQRT. INC.
STIRLING BASIN
GREENPORT HARBOR
WANHANSET AVENUE
VILLAGE OF GREENPORT
TOWN OF SOUlHOLD
COUNTY OF SUFFOLK
PROPOSED EXCAVATION, BULKHEAOING
MAINII:.NANLz:.-l.lRI:.Ul.!NG, ANU
lfrCiJN~luUR^IION Or i'LUAllNG
I'II:.R AS5t.Mt)LY I'ROIl:.I...IS
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALDA ROAD
MAMARONECK, NEW YORK 105l.3
19J4) 69B-5678
MilY 19. 1984
.
EXISTING
BULKHEAD
.
c'
SHEET NO. 22 - SECTION F
Typ i ca I Ma I nlenance-Dredg i ng
SECTION - F
TYPICAL
MAINTENANCE DREDGING
FLOATS B PILES
TO BE
REMOVED
t
PROPOSED
BOTTOM
PROFILE
- 9.2' MSl
'-l!.
255'
SCALE:
10 ~
VERITICLEO U5
HORr ZONTAL
.
o 10 20
EXISTING BOTTOM
PROFILE
- - -MHW + 1.2'
---MlW-1.2'
)1~251
IIREWER YACHT YARD AT GREENPORT. INC.
STIRLING BASIN
CREtNPORT IiARBOR
}./ANllMfSET AVENUE
VILLAGE or CREEHPORT
TOWN Of SOUTlIOLD
COUHTY or surFOl~
PROPOSED EXCAVATION. BUlKJlEADltiG
I-lAIHTElI'Xll'Lr:mlTU?;TJ1G. }'fllI
If1LnHtlGURAllOlj U~ I-LOAJIHC
Pllll ASSUlIll..r 1'1l01EC1~
DANIEL ;I. NATCHEZ AND ASSOCIATES, INC.
555 AlDA ROAD
J.lAMARONECK. HEV YOIIK 10s..:3
{91J.1698-S67&
May 19, 198L
REVISED MAY 29, 1986
SHEET NO.
23 - SECTION
Typical
G
Subterranean Bulkhead
SECTION - G
TYPICAL
SUBTERRANEAN BULKHEAD
ANCHOR PILE
51TO 101 c-c
\
...2..0'
GUIDE PILES FOR FLOATS
EXISTING UPLAND PROFILE
.
3" TO 4" THI CK TIM B E R
SHEETING
PROPOSED FLOATS
- - M H W + 1.2'
- -MSL
0.0
- - --MLW - 1.2'
-------
PROPOSED BOTTOM PROFILE - 9.2 MSL
EL. -11,5 MSL
,
o
5'
,
10'
IIREWER ,,,eMT YARD AT GREENPORT. lNC.
STIRLtNG BAsn~
GREEHPORT HARBOR
~AHHAHSET AVENUE
VILLAGE OF GREEN PORT
TOWN OF SQUTHOLD
COUNTY or SUFfOLl
PROPOSED EXCAVATION. .BULKMEADIHG
MAIHII:.t<AHL.I:.-L>NlLluIHu. ~tl~
fiCUN ~ IGURA l JON UI' t LUA liNG
PitH ^!l!>HlllL.Y 1'1I011:.L.1~
.
SCALE
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALOA ROAD
UAMAROtfECK, NE'oi YORK 10543
{9141696-567&
~.l&y 19. 1984
Revised:
07/29/86
.
.
SHEET NO. 24 - SECTION H
Proposed Typ I ea I Seet Ion
West of Boat Basin
SECTION - H
100'
PROPOSED BOTTOM
PROFILE
-9.2' MSL
_ _ ~~_ +J.3~
- MLW _1~2o
~
~
g
!3S'
9"_1211 TIMBER
SHEETING
100'
FENCE
'15'-1
".--TIE
PROPOSED POOL
25'
,
o
'I INTERTIDAL
MARSH
~--MSL
0.0
FENCE
INTERTIDAL
MARSH
CONCRETE
PAD
___MS L 0.0
BREWER YACHT YARD AT GREENPORT, INC.
SCALE,
STIRLING BASIN
G~EENPORT "ARBOR
. J.<ANHANSET A VENUE
VILLAGE Of GREENPORT
TOWN Of SOUTNOLD
COUNTY Of SUFFOLK
PROPOSED EXCAVATION, .BULKHHDIHG
~AJH.~NANL~-DWtDGJNG. Aku
IfECONrlGURA1JON Of t-LOAlING
t'Lt.rl A~~dIHL1 t'RUI!::Ci::I
10' 20'
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALOA ROAD
J.l'!.MARONEO::. NE" YOflX 10s..c:.J
f9Hl 698-56)B
....y 19. ]98<.
Revised:
07/29/86
, .
EET NO. 25
APPROXIMATE
CATION of TEST BORINGS
ST AGNES
CEMETERY
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DANIEL 6. NATCHEZ AND ASSOCIATES. tHe.
555"LI>"'0"1I
WAMA'OIlI~l. H!:" Ton IO~3
I~hl H~.,.7b
",.,. ,~. 19C>~
REVISED MAY 29, 1986
.
.-.~
.
DANIEL S. NATCHEZ and ASSOCIA TES, Inc.
..-
. .
. ..
.. .
COpy FOR YOUR
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..
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Suite 11 00
555 Alda Road
Mamaroneck, New York 10543.4002
(914) 698-5678
Office of the President
RECEMD
Cha i rman Bennet Or I owsk i, Jr.
& Planning Board Members
TOWN of SOUTHOLD
Town Hall
53095 Main Road (P. O. Box 728)
Southold, New York 11971
SEP :3 l~db
August 28, 1986
'1- ,.1".1. c""o+!lold
RE: BREWER YACHT YARD at GREENPORT. INC.
SITE PLAN APPROVAL for
PROPOSED EXCAVATION. RELOCATION OF A TRAVEL 1FT
WELL. BULKHEADING. MAINTENANCE-DREDGING. and
RECONFIGURATION OF FLOATING PIER ASSEMBLY
PROJECTCS)
Dear Chairman Orlowski & Planning Board Members:
We have been asked by BREWER YACHT YARD at GREENPORT, INC.
(hereinafter BREWER), to assist them in obtaining the necessary
Amendment(s) for Site Plan Approval [see SHEET NO.3 - SITE PLAN MAPl
to undertake the above-referenced revised modi flcations to the
previously approved SI te Plan and Project(s) your Board granted on
12/ 1 7 / 84.
Enclosed, please find three (3) copies of BREWER's Application to the
Southold Town Planning Board together wi th the required .25.00 fl I 'n9
fee. We are hereby requesting a presubmission conference to be
scheduled as requi red by Chapter 100-130; Zoning - ArtIcle XI I I. "SI Ie
Plan Aparoval" from the Code of the Town of Southold.
The requested AmendmentCsJ
12/17/84 would allow BREWER's
to your previous Si te Plan approval
to:
dated
1) Excavate approximately thirty-nine thousand six hundred sixty
cubic yards (39.660 Yds.3) from an approximate
sev~ntY-5euen thousand four hundred forty squarJ foot (77,440
Ft.~) area [see SHEET NO. 5 - PROPOSED EXCAVATION & DOCK
REMOVAL, Comparison of Previously Approved Plap & Current
Proposal and SHEET NO_ 6 PROPOSED EXCAVATION & DOCK
REMOVAL]
2) Bulkhead approximately nine hundred ninety (990) lIneal feet
(IncludIng approximately thirty-five (35) lineal feet of
subterranean bulkht}ad) tsee SHEET NO.3 - Slrc: PLAN MAP}.
.
-'
.
BREWER GREENPORT - SOUTHOLD PLANNING BOARD
- SITE PLAN APPROVAL - 08/28/86
3) Instal I approximately seven hundred fifty (750) I ineal feet
of main dock, approximately one thousand eighty (1,080)
lineal feet of finger piers, approximately sixty-five (65)
pi 18S, and approximately ninety-six (96) ramps [see SHEET NO.
3 - SITE PLAN MAP];
4 )
Construct two
PLAN MAP];
( 2 )
travelift wells
[see SHEET NO.3 - SITE
5 )
Construct
45' wit h
MAP] ;
one (1) in-ground swimming pool approximately 25' x
associated decking [see SHEET NO.3 - SITE PLAN
6 )
Construct one
approximately
and
(1) boat maintenance and storage building
110' x 120'; [see SHEET NO.3 - SITE PLAN MAP];
7) Relocate one (1) clubhouse building approximately 30' x 35'
with associated decking [see SHEET NO.3 - SITE PLAN MAP].
BREWER recen t I Y rece i ved Permi ts f rom the Army Corps (No. 13490), a
Modified Permit from the New York State Department of Environmental
Conservation (No. 10-84-0766), a New York State Department of State
Consistency Certificate (No. F-85-254), as wet I as the approvals from
both the Town of Southold Town Board on 2/5/85 and Southold Planning
Board on 12/17/84 as wel I as approvals from the Vi I lage of Greenport,
w hie h we reo rig i n a I I Y r e que s t e d toe nab I e B R EWE R toe x pan d and up g r a d e
the Irma r i n a .
However.
proposed
necessary
necessary
since the submission of the original Application(s) for the
Project(s) over two plus years ago and receipt of ~ the
regulatory approvals, economic and logistic factors make it
to seek Amendment(s) to the previously approved Project(s).
The requested Amendment(s) being
modified design of the original
believes is more logistically and
and operate.
sought by BREWER consist of a
Master Plan Project which BREWER
economically feasible to construct
It is important to note that the previously approved Project(s) were
given a negative declaration from af I environmental regulatory
agencies including the NYS Department of Environmental Conservation on
September 26, 1984, stating:
"The proposed action will not have a significant effect on
the environment... the proposed Project wi I I not
significantly affect the freshwater aquifer of the
peninsula. The peninsula periodically floods with tidal
waters there by eliminating the freshwater aquifer from
consideration as a source of potable freshwater to this
area. ..
<Page 2>
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~
.
BREWER GREEN PORT - SOUTHOlD PLANNING BOARD
- SITE PLAN APPROVAL - 08/28/86
ComDa r i son of
PreviouslY ADD roved vs. Revised Modified ProDosed Proiect(s)
There are
previously
Amendment(s).
of these:
several differences and similarities between the
approved Project(s) and the proposed
The following chart tries to provide a summary
AMENDED MASTER PLAN PROJECHS) in TOWN OF SOUTHOLD
I I "0"'" Previously
Approved Net
Expansion Change(s)
Mo d I f I cat Ion ( s )
Maximum Number
Boats - Southold 65 90 -28%
(Boats -
Total Project ( 180) ( 180) ( 0%)
To ta I Excava t ion
Cu. Yds. 39,660 52,950 -25%
Sq_ Ft. 77,440 111,275 -30%
Maximum Depth -8.0'MLW -8_0'MLW 0%
Total Dredging
Cu. Yds. 450 450 I 0% II
Sq_ Ft. 2,625 2,625 0%
Maximum Depth -8_0'MLW -8.0'MlW 0%
Total lineal Ft.
Bulkhead 990 1,130 -12%
Main DocUs) 750 425 +43%
Fin ge r Pier(s) 1,080 1,360 -20%
Ramp(s) 48 300 -84%
Total Pi Ie 5 65 41 +37%
'Travelifts' II 2 I 1 + 1 I
Swimmi ng Pool I 1 I 0 I + 1 II
Excava t ion: I I II
Cu. Yds. I 270 . 0 +270
I
Sq_ F I_ I 1,125 I 0 + 1.125
Soal
Sui Idings I 3 I 2 I + 1 ]\
Clubhouse
Sui Iding I 1 1 0 I
<Page 3>
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.-'
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BREWER GREENPORT - SOUTHOLD PLANNING BOARD
- SITE PLAN APPROVAL - 08/28/86
The basic differences affecting the granting of the Site
Plan Approval are as follows:
1l The previously approved "U" shaped boat basin
extended upland from the existing bulkhead
approximately Four Hundred Feet C400'l. The
proposed AmendmentCsl for this aspect of the
ProjectCsl proposes a 'trapezoid' extending
upland from the existing bulkhead
approximately Two Hundred Twenty Feet C220'l.
This represents an approximate 45% decrease
over the previously approved ProjectCsl in the
distance of excavation into the upland from
the current shorel ine. [see SHEET NO.5 -
PROPOSED EXCAVATION AND DOCK REMOVALl It was
previously determined that the area to be
excavated is on a peninsula which is not
considered to be a source of fresh water for
other areas therefore the previously approved
excavation of 400' upland would not interfere
with any sourceCsl of fresh water for the area
[see SHEET NO.5 - PROPOSED EXCAVATION & DOCK
REMOVAL, Comparison of Previously Approved
Plan & Current ProposalJ.
2l The volume of material to be excavated to -8
MSL' from the approved "U" shaped boat basin
was a total of approximately Fifty-Two
Thousand Nine Hundred Fifty Cubic Yards
C52,950 Yds.3l whereas the proposed
Amendment for the 'trapezoidal' excavation to
-8 MLW' requi res the removal of a total of
approximately Thirty-Nine Thousand Six Hundred
Sixty Cubic Yards C39,660 Yds.3l, or a
reduction of Thirteen Thousand Two Hundred
Ninety Cubic Yards C13,290 Yds.3l, or
approximately Twenty-Five Percent C25%l
less than the original ProjectCsl volume.
The upland relocation of the excavated and
dredged materialCsl wi I I sti I I be on-site at
BREWER's and at St. Agnes Cemetery located
adjacent to BREWER's and on the north side of
Manhanset Avenue. [SEE SHEET NO. 12 PROPOSED
EXCAVATION & OFF-SITE DISPOSAL AREA - EXISTING
TOPOGRAPHY; SHEET NO. 13 PROPOSED TOPOGRAPHY
of RELOCATION SITE; and SHEET NO. 14 ON-SITE
DISPOSAL & GRADING PLAN]
The reduction in the volume of material to be
excavated wi I I provide a savings to BREWER
over the initial ProjectCsl cost for
excavating, transporting and disposal of the
materials. In addl tion, it wi I I modestly
<Page 4>
.
._~"
.
BREWER GREENPORT - SOUTHOLD PLANNING BOARD
- SITE PLAN APPROVAL - 08/28/86
reduce the time necessary to complete
aspect of the Projectls), and the overal I
necessary to fin i sh the upgrad i ng
reconfiguration of BREWER's facility.
this
time
and
3) The layout at the floating dock assemblies
will be slightly modified, but tll.. docks and
piles will be within the previously approved
Reconstruction Perimeter. The total number of
boats for the entire Projectls) wi I I not
increase [see SHEET NO. 3 - SITE PLAN MAP;
SHEET NO. 7 SITE PLAN MAP, Comparison of
Previously Approved Plan & Current Proposal;
SHEET NO. 9 RECONFIGURATION of DOCKS,
Comparison of Existing Conditions & Current
Proposal; and SHEET NO. 10 - RECONFIGURATION
PER I METER J .
4) Two travel ifts wi I I be provided as opposed to
one previously approved. One in-ground
swimming pool wi I I be constructed which was
not covered in the previously approved
Projectls). An addi tional (1) upland boat
bui Iding wi II be constructed and one (1)
clubhouse building will be relocated [see
SHEET NO.3 - SITE PLAN MAP).
The applicable fees for the net additional marine structures and/or
activities undertaken within the Town of Southold. are as follows:
i)
Net new docks approximately
8,370 sq. ft. @ SO.25/sq. ft. =
$2.092.50
i)
Net new bulkhead approximately
765 lin. ft. @ $3.00/lin. ft. =
2,295.00
i) Net new pi les approximately
62 pi les @ $5.00/pi Ie =
310.00
i v)
Maintenance Dredging
450 cu. yds. @. $2.00/cu. yd. =
+ 900.00
TOTAL Mar i ne Project FEES
$5.597.50
LESS minimum fee Ipreviously paid)
5.00
TOTAL ADDITIONAL FEES to be paid to Town
aft era D 0 r 0 val but 0 r i 0 r toe omme n c erne n t 0 f
Pro i e c tIs )
$4,305.00
<Page 5>
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BREWER GREENPORT - SOUTHOLD PLANNING BOARD
- SITE PLAN APPROVAL - 08/28/86
For your information
supplementary information,
and review,
including:
we
have
enclosed
copies
of
1) Prolect Description within the Town of Southold
i) Supporting Information
a) Impact on Fresh Water Supply
b) Impact on Marsh Area
i) Upland Relocation of Excavated and Dredged Material(s)
as well as copies
regulatory agencies:
of
BREWER's Application(s)
to
the
fo II owi ng
1) Southold Town Board - Soil Removal Application;
2) Southold Board of Town Trustees - Appl ication as required by
Chapter 97 of the Town Code - "Wetlands";
3) Army Corps of Engineers;
4) N.Y.S. Department of Environmental Conservation;
5) N.Y.S. Department of State - COASTAL MANAGEMENT PROGRAM; and
6) Vi II age of Greenpor t.
We also specifically call your attention to our enclosed Project
Description in Town of Southold and a detailed joint Letter of Support
dated 08/27/86 to the Army Corps of Engineers, the N.Y.S.D.E.C. and
the N.Y.S.D.O.S. This letter discusses the background of the marina,
aspects of the Project within both the Town of Southold and the
Vi I lage of Greenport, the need for the amended Project(s), and the
alternatives considered.
We would welcome
convenience. If
call us.
the opportunity to discuss this application at your
you have any questions, please do not hesitate to
Sincerely,
DANIEL S. NATCHEZ and ASSOCIATES. Inc.
By:
DSN/jl j
Enclosures
President
cc: Army Corps of Engineers
N.Y.S.D.O.S.
N.Y.S.D.E.C.
Vi Ilage of Greenport
Southold Planning Board
Southold Board of Trustees
Brewer Yacht Yard at Greenport, Inc.
<Page 6>
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.
BREWER GREENPORT - SOUTHOLD PLANNING BOARD
- SITE PLAN APPROVAL - 08/28/86
PROJECTCS) DESCRIPTION WITHIN THE TOWN OF SOUTHOLD
BREWER is seeking approval to amend a proposal previously approved by
the Southold Town Board to expand and upgrade their marina, as
follows: (Note: The following description only includes those
portions of the overal I Project which are in the Town of Southold.
The Project site lies partially within the Incorporated Village of
Greenport and the Town of Southold. The Project is contingent upon
receiving approvals from both entities, as wel I as the other governing
reg u I at 0 r y age n c i e s . For the c omp let e Pro j e c t Des c rip t ion, see
attached letter dated 8/27/86 to the Army Corps of Engineers.)
1 )
Excavate a "Trapezoid shaped"
approximately 39,660 cu. yds. of
area of approximately 77,440 sq. ft.
boat basin and remove
mater i a I f rom an overa II
2) Remove approximately 225 lineal feet of existing timber pile
bulkhead that extends from Dock #2 to the lift wel I and is
located along the south end of the proposed boat basin. The
excavated bulkhead wi I I be disposed of upland by a local
carting company [see SHEET NO 6 - PROPOSED EXCAVATION & DOCK
REMOVAL J .
3) Construct and maintain a timber bulkhead totaling
approximately 990 I ineal feet with approximately 955 lineal
feet being alon9 the west. north, and east perimeter of the
proposed boat basin and lift wel I, and approximately 35
lineal feet being timber subterranean bulkhead on the
southeast shorel ine. The wood bulkhead wi I I consist of
approximately 3" to 4" thick timber sheeting and 14" diameter
pi les driven approximately 14.3 feet below Mean Low Water
into firm bottom materials to provide an adequate base. In
addition, there will be a sufficient tie-back system
consisting of vertical anchor piles that will be attached to
each timber pile along the bulkhead with 2" diameter
tie-rods. No tie-back system is envisioned in the area of
the subterranean bulkhead. The subterranean bulkhead wi I I
tie into nearby sections of the proposed bulkhead which forms
the east side of the proposed basin [see SHEET NO.3 - SITE
PLAN MAP J .
4) Relocate and expand a travel ift wel I by removing the existing
travel ift consisting of one (1) runway extension
approximately 40' in length located between Dock #3 and Dock
#4. The proposed combined travelift well (approximately 50'
x 40') wi I I be excavated along the north side of the proposed
boat basin and wi I I be able to accommodate a 20-ton and a
60-ton travel ift [see SHEET NO.3 - SITE PLAN MAP. and SHEET
NO. 9 RECONFIGURATION of DOCKS, Comparison of Existing
Conditions & Current ProposalL
<Page 7>
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-.:
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BREWER GREEN PORT - SOUTHOLD PLANNING BOARD
- SITE PLAN APPROVAL - 08/28/86
5) Co n s t r u c to Ins t a I I. and ma i n t a i n a s e r i e s 0 f new f loa tin g
pier (dock) assembl ies, as follows [see SHEET NO.3 - SITE
PLAN MAP and SHEET NO. 9 RECONFIGURATION of DOCKS,
Comparison of Existing Conditions & Current Proposal]:
DOCK A located along the west perimeter of the proposed
basin consisting of a) approximately 190' x 6' of main
float, b) five (5) finger piers approximately 40' x 4'
located along the east side of the main float,c) one
(1) timber ramp approximately 12' x 3' located along the
at the north end of the main float, and d) eight (8)
t i mb e r p i I e sap pro x i ma tel y 12" i n d i ame t era n d 40' i n
length located at the ends of each finger pier, adding
stabi I ity to the structures.
DOCK B located in the center of the proposed boat basin,
consisting of: a) One (1) main line of floats
approximately 185' x 6', b) One (1) timber ramp
approximately 12' x 3' located at the north end of the
main float, c) Six (6) finger piers approximately 35' x
4' I 0 cat e d a r 0 n g the e a s t sid e 0 f the ma i n f loa t, d) six
(6) finger piers, approximately 40' x 4' located along
the west side of the main float, and e) seventeen (17)
timber pi les approximately 12" in diameter and 40' in
length located at the ends of each finger pier, adding
stabi I ity to the structure.
DOCK C located in the center of the proposed boat basin,
con s i s tin g 0 f : a) 0 n e ( 1 ) ma i n I i n e 0 f f loa t s
approximately 180' x 6', b) one (1) timber ramp
approximately 12' x 3' located at the north end of the
main float, c) five (5) finger piers approximately 35' x
4' located along the west side of the main float, d) and
seven (7) finger piers approximately 30' x 4' along the
east side of the main float, e) twenty (20) timber piles
a p pro x i ma tel y 12" i n d i ame t era n d 40' i n I en g t h I 0 cat e d
at the ends of each finger pier, adding stabi I ity to the
s t r u c t u r e .
DOCK D located on the east side of the proposed boat
bas i n con s i s tin g 0 fa) 0 n e ( 1 ) ma i n I i n e 0 f f loa t s
approximately 195' x 6', b) one (1) timber ramp
approximately 12' x 3' located at the north end of the
main float, c) seven (7) finger piers approximately 30'
x 4' along the west side of the main float, d) eleven
(11) timber pi les approximately 12" in diameter and 40'
in length, located at the end of each finger pier,
adding stabi I ity to the structure.
6) Maintenance-dredoe a triangular-shaped area approximately
2,625 sq. ft. to an average depth of 8' below Mean Low Water,
and remove approximately 450 cu. yd5- of mater ial as measured
IN PLACE [see SHEET NO. 11 - MAINTENANCE-DREDGING MAP]. The
<Page 8>
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BREWER GREEN PORT - SOUTHOLD PLANNING BOARD
- SITE PLAN APPROVAL - 08/28/86
area within the Town of Southold to receive maintenance
d red gin g act i v i tie s wi I I be un d e r t a ken by clams h e I I and bar g e
and/or dragline operations. The materialls) being dredged
wi I I be placed on BREWER'S upland property, semi-dried, and
then relocated as described lin #7) below.
7) UP I and Re I ocat i on of the Excavated and Dredaed Mater i a I:
Approximately 44,090 cu. yds. of material wi I I be excavated
from the proposed boat basin, approximately 270 cu. yds. of
ma t e r I a I wi I I bee x c a vat e d for the i n - g r 0 u n d pool. and
approximately 10,500 cu. yds. of mater ial wi II be removed by
the maintenance-dredging operations in both the Town of
Southold and the Vi Ilage of Greenport. All of the dredged
materials wi I I be mixed with the materials being excavated
and deposited upland at three different locations. The
proposed disposal sites are: 1) On-site disposal of
approximately 2.500 3,500 cu. yds. 2) St. Agnes Cemetery
located adjacent to BREWER MARINA on the North side of
Manhanset Avenue. Approximately 42.100 cu. yds. wi I I be
deposited on this undeveloped 11.8 acre site [see SHEET NO.
12 PROPOSED EXCAVATION & OFF-SITE DISPOSAL AREAS. Existing
Topography; SHEET NO. 13 - PROPOSED TOPOGRAPHY of RELOCATION
SITES; and SHEET NO. 15 - ON-SITE DISPOSAL & GRADING PLAN).
8 )
RELOCATE an existing
35' plus additional
bulkhead approximately
bulkhead [see SHEET NO.
upland club house approximately 30' x
de c kin g 20 fee t from the ex i 5 tin g
70 feet from the to-be-constructed
3 - SITE PLAN MAPl.
9) CONSTRUCT an upland in-ground swimming pool approximately 25'
x 45' plus accompanying 10' cement apron. fencing, and,
screening approximately 40 feet from the proposed new
bulkheading [see SHEET NO.3 - SITE PLAN MAPl.
10) CONSTRUCT an upland boat maintenance and storage bui Iding,
ma s t she d and bat h room fa c i lit i est 0 t a I i n gap pro x i ma tel y 110'
x 120' located approximately 75 feet from the new proposed
bulkhead [see SHEET NO.3 - SITE PLAN MAPl.
11) CONTINUATION of a Reconfiauration Perimeter Condition which
would allow BREWER to continually change only the
locationls), widthls), and numberls) of pi leIs), dockls) and
ramp(s) within the Reconfiauration Per~meter llenvelopell
[shown on SHEET NO. 10 - RECONFIGURATION PERIMETER. dated
07/29/86 prepared by DANIEL S. NATCHEZ and ASSOCIATES. Inc.]
provided that the number of boats would not exceed one
hundred eighty (180) and no additional bulkheading, dredging,
excavation or filling could take place without.the prior
required regulatory approvalls).
12) A PERMIT CONSTRUCTION PERIOD expiring on 06/30/92.
<Page 9>
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BREWER GREEN PORT - SOUTHOLD PLANNING BOARD
- SITE PLAN APPROVAL - 08/28/86
SUPPORTING INFORMATION
Impact on Fresh Water Supply
All agencies previously examined in depth the possible
adverse impactCs) on the fresh water supply and concluded
that the previously approved and more extensive ProjectCs)
wi I I have I ittle. if any. effect on the fresh water supply.
The proposed revised modified ProjectCs) wi I I have even less
of an effect because of the difference in size of the
Pro j e c t C s ) .
According to Robert A. Villa. P.E.. Chief Engineer for the
Suffolk County Division of Environmental Health. professional
hydr.ologists from the Suffolk County Health Department
conducted a field inspection and reviewed the previously
approved ProjectCs) which extended into the upland
Forty-Eight and Two-Tenths Percent C48.2%) further than the
presently proposed AmendmentCsl. Their conclusion is. that:
"Since
the
peninsula where the Project is located
i s not rea I I Y a sou r ceo f the V i I I age wa t e r 5 u p ply.
we
CSuffolk
County)
have no objections
to
the
proposal.. ."
In order to maintain the integrity of the fresh water/salt
water interface. BREWER proposes to undertake the ProjectCs)
with the use of tight interlocking wood sheeting for the
bulkhead. The bulkhead wi I I be constructed around the entire
area being excavated and wi I I extend from a height of
a p pro x i ma tel y Six Fee tab 0 v e Me a n Sea I Level C + 6' MS L ). to
approximately Ten Feet below Mean Sea level C-10' MSl).
Impact on Marsh Area
A recent site investigation indicated that a section of the
marsh. from its south west corner back to an existing
deteriorated subterranean bulkhead. had begun to wash away.
The amendments to the previously approved ProjectCs) include
replacing the deteriorated existing subterranean bulkhead and
extending the new subterranean bulkhead to stabi I ize the
southern edge of the existing marsh area. The proposed
subterranean bulkhead wi II be a protective barr ier to prevent
further erosion ()f the marsh due to storms. natural tidal
action. backwash from boats passing through Stirl ing Basin
and activities at the public boat launch directly east of the
marsh.
<Page 10>
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BREWER GREENPORT - SOUTHOLD PLANNING BOARD
- SITE PLAN APPROVAL - 08/28/86
The proposed subterranean bulkhead wi I I not involve any
excavation or fi I I ing of areas near the marsh. The timber
sheet i ng wi II be suppor ted by a ser i es of pi I es and the
subterranean bulkhead wil I be anchored to the bulkhead that
forms the east wal I of the proposed boat basin. Therefore,
none of the upland Marsh area wi I I be disturbed for bulkhead
anchoring purposes and the proposed subterranean bulkhead
wi I I he I p top res e r vet he ma r s h i nit s pre s e n t con d i t ion.
Upland Relocation of Excavated and DredQed Material(s)
The proposed upland relocation of excavated and dredged
material(s) will be identical to that previously approved but
wi I I be Twenty Percent (20%) less than the previously
approved excavation Project(s). Excavated material(s) from
the boat basin, 'travelift' well, in-ground pool and all
maintenance-dredged material(s) will total approximately
Fifty-Four Thousand Eight Hundred Sixty Cubic Yards (54,860
Yds.3) to be removed from the Project(s) site. Of this,
approximately Ten Thousand Fifty Cubic Yards (10,050 Yds.3)
will be from maintenance-dredging within the Village of
Greenport; Four Hundred Fifty Cubic Yards (450 Yds.3) from
maintenance-dredging within the Town of Southold; Thirty Nine
Thousand Nine Hundred Thirty Cubic Yards (39,930 Yds.3)
from upland excavation within the Town of Southold; and Four
Thousand Four Hundred Thirty Cubic Yards (4,430 Yds.3) from
upland excavation .within the Village of Greenport.
Approximately Two Thousand Five Hundred to Three Thousand
Five Hundred Cubic Yards (2,500 Yds.3 to 3,500 Yds.3) of
these material(s) will be relocated on-site in order to
attain the proper elevation(s) and contour(s) for improving
the d r a i nag e p a II ern san d for ace ommo d at i n g the add i t ion a I
related activities such as automobile parking, boat storage,
boat repair and maintenance .services.
There wi I I be approximately Twelve Thousand to Fifteen Thousand Cubic
Yards (12,000 Yds.3 to 15,000 Yds.3) of material(s) deposited
on-site and along the east side of St. Agnes Cemetery which is
contiguous to the area that needs to be fi I led along the west side of
BREWER.
A small section of tidal marsh grass (Spartina ~.) located
in the east side towards the southern corner of the site has
been identified; NO FILL WILL BE PLACED ON OR WITHIN
TWENTY-FIVE FEET (25') OF THE MHW LINE IN THIS AREA. This
special condi tion wi I I help insure the productivity of this
sensitive intertidal marsh zone.
Most of the material being removed [approximately Forty One
Thousand Cubic Yards (41.000 Yds.3)1, wi II be transported
across Manhanset Avenue to a site located directly across
from BREWER. All of the material(s) will be trucked into the
primary relocation site at a point directly across from
<Page 11>
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--
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BREWER GREENPORT - SOUTHOLD PLANNING BOARD
- SITE PLAN APPROVAL - 08/28/86
BREWER's entrance drive on Manhanset Avenue. This
undeveloped Eleven and Eight-Tenths 111.8) acre site is owned
and maintained by st. Agnes Church and wi I I be used as a
future cemetery once the area has been upgraded and improved.
There has been further discussion between BREWER's and Saint
Agnes Church regarding the grading and landscaping of St.
Agnes' property. To the extent possible the evergreens that
presently exist Iwhich are relatively young) wi I I be
preserved and replanted on either the Church's or BREWER's
property. The grading wi I I be as shown on the attached Map.
The surface wi I I be protected with straw mulch seeded with a
hearty grass in a manner simi lar to that in which road beds
or other irregular slopes are planted in highway or other
construction Projects. In addition, swales wi I I be graded
around many portions of the property to insure that there
wi I I be no surface runoffs onto the roads and adjacent
properties. There wi II be an approximate 25' buffer area
between the existing three wetlands areas and the placement
of the excavated materials. The mature trees which are on
the easterly side of the property and along parts of the berm
of the old disposal area wi I I be preserved.
In short, the primary relocation site does not represent a
significant or critical environmental habitat. In addition,
because of its proximity to BREWER [approximately Fifty Feet
ISO') south, across Manhanset Avenue), al I trucking
operations to and from the area wi I I not cause any
disturbance to any of the nearby residents. A temporary
access drive into the site wi I I extend directly across from
the existing entrance drive at BREWER. There are no
obstructions or light curves at this point along Manhanset
Avenue.
A more detai led description of issues related to the Projectls) can be
found in the attached joint letter to the Army Corps of Engineers,
N.Y.S. Department of State and N.Y.S. Department of Environmental
Conservation dated 8/27/86.
DSN/jl j
<Page 12>
.
....: ~.f' .,.',' . >
- ':.,." FORM NO.1...., '.
. TOWN OF SOUTHOlD
BUilDING DEPARTMENT
TOWN HAll
SQUTHOLD, N.Y. 11971
TEL.: 765.1802
',,',
.
'.
Examined. . . . . . . . . . . .. . ." 19 . . .
Received.......... .,19...
Approved ... . . . . . . . . . . . . ". 19 . . . Pennit No. . . . . . . . . . . .
Disapproved ale .....................................
(Building Inspector)
APPLICATION FOR BUilDING PERMIT
Dale. A1.1CJl\S.t, .2.8. . . . . . . ., 1!)8.6. .
INSTRUCTIONS
a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 3
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets
or areas, and giving a detailed df:Scription of layout of property must be drawn on the diagram which is part of this appli-
cation. '.,". .; . "-'.'" ,',_ _):.-';,
..: c. ,:The work covered by this application may not be commenced before issuance of Building Pennit. i;.' ,:~,
d. Upon approval of this application, the Building Inspector will issued a Building Pennit to the applicant. Such permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy
shall have been granted by the Building Inspector.
APPLICATION IS HEREBY MADE to the Building Departmertt for the issuance of a Building Penn it pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described.
The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to
admit authorized inspectors on premises and in building for necessary inspections.
~'.S. .~~:t.AfP. .a.t. ~.~.r. ~~.'.........
(Signature of applicant, or name, if a corporation)
~.~~ l'~v.e...&:i'1=ft.ch .R:3.'.'. .qr~.€!lf?F:t.'.~. .1.1~~P..
(Mailing address of applicant)
State whether applicant is own,:r, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder.
Applicant is the avner and
~~~ .~.. .~~~.~ .~S.CPA~,. .lA~.. A~ AP'p'~~~~I.S. .~9.~~...............................~.....
Name of owner of premises . .~~.Y:~ .Y:~ .~~ .q~~,. .~C:'. .. . . ...... . .. .. .. . . . ..... ........ ...
(as on the tax roll or latest deed)
If applicant is a ~ration, signature of duly authorized officer.
. . . d~~~'ti'ti~ ~i. . ;;~r~i~ ~ffi~;;)" . . . ... .
John Brewer, Jr. - Presl. mt
Builder's License No. .........................
Plumber's License No. ...,....................
,I.'
Electrician's License No. .......................
Other Trade's License No.
1. Location ofland on which proposed work will be done. Co.rner. Manhanset:. A.venue. &. Beach. Rd.. . . . . . . . . . . . . .
House Number
............'..............................................................................
Street
Hamlet
County Tax Map No. 1000 Section ...Q..4.:l............ Block... D3. . . . . . . .. . . .. Lot. D2. . . . . . . .
Subdivision. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Filed Map No. .............. Lot.......
. (Name)
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy ...Boat.Yar.d.and.cameci.cal Mad..n.a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.,
b. Intended use and occupancy ..Boat.Yau:1.and.Q::mreJ:c..i...MaI:iJ1.a...................................
3. Nature of work (check WhiaPIiCable): New Building" .X:'-~'~"~..',. 'Addition.._ -... Alter~~edd 'c1rtdLocks
Repair .............. . val .'.:!....~...... Demolition .............. OtherWork........ ......
SWinming Pook & Travelifts " .'. t..'. (Description)
$2B4,766 .
4. Estimated Cost. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Fee. . .. . . . . . . . . . . . . . . . . .. . . . . ._. . . . . . . . . . .
"- (to be paid on filing this application)
5. If dwelling, number of dwelling units . .t:l'I.~. . . . . . . . .. Number of dwelling units on each floor. . . .. . . . . " . . . . . .
If garage, number of cars .................................................................... '.' . .
6. If business, commercial or mixl:d occupancy. specify nature and extent of each type of use 2.00%. COHJneJ;"ci:a,l,. . . . . .
7. Dimensions of existing structures, if any: FrontW/A:... ,. ....... Rear..........., ,. Depth,....,...
Height ".,.,.,..,..,. NUlnber of Stories. . . , . . . . . . , . . . . . . , . . . . . . . . . . . . , .. . . , . , . . . , . . . . . , . .. . . . . . .
Dimensions of same structure with alterations or additions: Front . ~/{\. . . . . . . , , . . " Rear,.........,,,......
Depth.. ,'. , , ..... , .... , , , '.. Height, , ..... ...., ....., '. ,. Number of Stories.,.. .... , ., ... "......
8. Dimensions of entire new construction: Front, J.,}..9,'....,...., Rear . ~~9.'....,..... Depth J.f9.',....,.""
HeightApprox.., 35.'.,., . Numher of Stories .. ~"',........................,...,....,....,..,.,....
9. Size of lot: Front See. att.ached Sunrey. .. Rear,..................... Depth .............."......
1 0, Date of Purchase "...,.,...",.....,."...... Name of Former Owner ....................."......
II. Zone or use district in which premises are situated. . W2.":". Waterfront.Cannercia,l. . .. . . . , . . . , . , . . . . , , . . . . .
12, Does proposed construction violate any zoning law, ordinance or regulation: tJO. . . . , .. . . . . . . . . . , , . , , . . . . . . . , .
13. Will lot be regraded . -yY-at, , , .... .........,. ,.. , Will excess fill be removed from premises: Yes No
14. Name of Owner of premises Bl1Imro= :tARlII . Address~et AY-e.,.&.E'.E>i\ctl'~e No.. .B.J.6J..4.7J.-959.4. .
Name of Architect. , ... ,.~~ , , ' , , , . ,~>, ,J?:c:',... Address., ......... ..... ... Phone No, ......, . .'.. , ., .
Name of Contractor. . . . . . . , . . . . . . . .. . .. . . . . . . Address. . .. . . . .. .. ... '. . . . . Phone No. ....... , . . . . . ..
PLOT DIAGRAM
Locate clearly and distinctly all buildings, whether existing or proposed, and. indicate all set.back dimensions from
property lines. Give street and block. number or description according to deed, and show street names and indicate whether
interior or corner lot.
. SEE> ATIACHED MAPS and SITE PLANS
..,1-;
I' .
."!
",I.,;l(,',;i\;.. :S,.'"
,J ,;...l~' ..': I'
.1;;..
STA TE OF NEW YORK. S.S
COUNTY OF Westchester' . . . .
. , . . Jol1f1, ~;r~~/..;:rr ~, . . . . . . . . . . . . . . , . . . . . . . . . . . ., being duly sworn, deposes and says that he is the applicant
(Name of individual signing contract)
above named.
He is the . rf:"~J5~9.~:t. . . . . , . . . , . . , , . . . . , , . , . . . . . , . , , . . . . . . , . , . . . . . . , . . , , . . . , . , , . . . . . . . . . . , . , , , . . . , . .
(Contractor, agent, corporate officer, e'tc.)
of said owner or owners, and is duly authorized to perform or have perfonned the said work and to make and file this
application; that all statements contained in this application are true to the best of his knowledge and belief; and that the
work will be performed in the manner set forth in the application filed therewith.
Swom to before me this
I U:~ A
~1)--" . '"
....."..... do"~A..... ..day of.. t:;J!.~'"''''''''", 19 ..N-
,...---: ,:/
N t P bl' .. .,". , C
o ary u Ie, "..Wes~i:.ef' ;'0;. ,-/ ~;;,-~y:......... ounty
...<=. . I. // //
,/, -1..-..%....>: c..c.,J .' c<:C:.A:...C,,- -- {..f~,~/
Notary ~~:tc~~i8~~~NRIM'Yort . , J6bji/~~~,~j'Jt:~). .. . . (Si.g~~t~~. ~i ~~~li~a.n't)
No. 483'506 . "- .
QusHfied in Westchester County r :2.
CommISSIon ExpIres March 30,19>.:-/
.
.
COpy f'~R VC
INfUI\",iIIUI~
DANIEL S. NATCHEZ and ASSOCIATES, Inc.
. .
A" .
... . ..
. .
........~
.. .
... ..
.......... ..
...
. ....
..... ,
. .
--
A"
.......
.. ....
Office of the President
RECEIVED
Suite 11 00
555 Aida Road
Mamaroneck, New York 10543.4002
(914) 698.5678
SEP 3 1ge6
Mr. Henry P. Smith, President
& Board of Town Trustees
Town of Southold
Town Hall
53095 Main Road (P.
Southold, New York
Augus t 28, 1986
T...._ !'"I~." <.....tl,old
O. Box
11971
728)
RE: BREWER YACHT YARD at GREENPORT, INC.
WETLANDS PERMIT for
PROPOSED EXCAVATION. BULKHEADING.
MAINTENANCE-DREDGING. and RECONFIGURATION of
FLOATING PIER ASSEMBLY PROJECTS
Dear Pre.sld~nt Smith & Town Trust~':!'s:
We have been retained by BREWER YACHT YARD at
after BREWER), to assist them In obtaining the
Perm; t to under take Amendmen ts to the
a boo v e - r d fer e il c e d Ma s t e r P I do n Pro i ~ c t ( 5) I 0 cat e d
GREENPORT. INC. (her.,n
newly required Wetlands
prevIously approved
in St i rl ing Basin.
We havd talked With the Town's CorporatIon Counsel, Robert W. Tasker
who has informed us that under chaptef 97 of the Town Coue, A Wet lands
Perml t from your Board probably 1$ not required for those aspe~ts
of tll" Pro)"ct In the Town of Southold 13e" SHEET NO. 14 - LOCATION of
SITES for SOIJTHOLD WETLANOS PERMI i] d"" Ii n'J Wi t h,
I)
Dr2dglng of appro<lmat~lf
a p p r I) ~ I ma tel y 2 . f) 2. 5 s q U iJ r d
a~or0verl by Southoi'j);
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T~) 'JV 11
.
BREWER GREENPORT
08/28/86
.
SOUTHOLD BOARD OF TOWN TRUSTEES
This aspect of the Project(sl is unchanged from the previous
approvals and retains the N.V.S.D.E.C.'s previous Permit
conditions requiring instal I ing a snow fence around the
freshwater wetland at the St. Agnes site north of Mentioned
Avenue and no fill to be placed within 25' of the edge of the
wetland.
Mr. Tasker has further informed us that all or some of the aspects of
the Project(sl are subject to reapproval from Southold's Town Board,
Planning Board, and Building Department.
As you wi I I recal I, Attorney Tasker wrote to the Town Board of
Trustees on May 12, 1982, (copy enclosed) rendering an opinion that
the Town Board of Trustees does not have jurisdiction in Sterl ing
Basin. In order to insure that BREWER's is in compliance with Town
Law, BREWER's is hereby requesting an updated determination as to
whether you have jurisdiction over any aspects of the Project
Amendment(s). (Vou previously wrote us on 07/03/84 stating that your
Board did not have jurisdiction over the original Project(s).
We are writing and advising you of the proposed Amendment(s) to the
original Project(s) and are seeking your determination of
jurisdi~tion. In the event that the Town Board of Trustees has
j u r i s die t ion, B R EWE R ' s ish ere i n en c I 0 sin g a We t I and sAp P Ii cat ion
together with a $50.00 Application Fee. Should your Board not have
jurisdiction over this Project(s), we would appreciate your returning
the Application Fee and voiding the Application.
The rest of
perspecti ve on
Southold and the
this letter wi II attempt to provide some background and
the Project(s) which are located both in the Town of
Vi Ilage of Greenport.
BREWER recently received Permits from the Army Corps (No. 13490), a
Modified Permit from the New Vork State Department of Environmental
Conservation (No. 10-84-0766), a New York State Department of State
Consistency Certificate (No. f-85-254), as well as the appropriate
approvals from both the Town of Southold and the Vi lIage of Greenport.
w hie h we reo rig i n a I I Y r e que s t e d toe nab I e B R EWE R toe x pan d and up g r ad e
their marina. However, since the submission of the original
Appl ication(s) for the proposed Project(s) over two plus years ago and
receipt of ~ the necessary regulatory approvals this year, economic
and logistic factors now make it necessary to seek Amendment(s) to the
previously approved Projecl(s). The requested Amendment(s) being
sought by BREWER consist of a modified design of the original Master
Plan Project(s) which BREWER believes is more logistically and
economically feasible to construct and operate.
I t is important to note that
Changes. and Amendment(s) thereto
oreviously aooroved waterside
al I of the proposed Modifications.
are designed to be whollv within the
Reconfiauration Perimeter. The
<Page 2>
. .
BREWER GREENPORT - SOUTHOLD BOARD OF TOWN TRUSTEES - 08/28/86
reconfiguration of the docks for the proposed Amendmentls) will not
exceed the previously approved Ninety (90) boats, will not
encroach or interfere with navigation in Stirling Basin or in the
Federal Channel, and will not extend further from shore than the
previously approved RECONFIGURATION PERIMETER which is also the
southern most boundary of the existing floats.
The proposed dredging
MAINTENANCE-DREDGING.]
Project
is UNCHANGED.
[See SHEET NO. 11-
There will be pumpout facilities at the reconstructed marina.
Deposition of the excavated and dredged materialls) [which will be
approximately 20% less than the originally approved Projectls)] will
sti I I be at the previously approved sites at BREWER's upland, at St.
Agnes Cemetery immediately west and adjacent to BREWER's property, and
at st. Agnes Cemetery adjacent to BREWER's on the north side of
Manhanset Avenue. [See SHEET NO. 12 - PROPOSED EXCAVATION & OFF-SITE
DISPOSAL AREAS, Existing Topography; SHEET NO. 13 PROPOSED
TOPOGRAPHY of RELOCATION SITES; and SHEET NO. 15 - ON-SITE DISPOSAL &
GRADING PLAN.]
Attached for your information are
Applicationls), as detailed below.
copylies) documents and BREWER's
1) Further information on the Prolectls), including:
a)
Comparison of Previously Approved
Modif ied Propos~d Projectls);
v s .
Revised
b) Project Description within the Town of Southold;
c) Supporting Information
i)
i i)
i i i)
Impact on Fresh Water
Impact on Marsh Areas
Upland Relocation
Ma t" ria I l s)
Supply
of Excavated
&
Dredged
2) Application to the Southold Town Board for Soil Removal
Permit as required in Chapter 81-4 "Soil Removal"; and
3) Appl ication to the Southold Planning Board for approval
of the overal I site development plan as required by
Chapter 100 130; "Zoning" - Article XIII; Site Plan
Approval from the Code of the Town of Southold.
We specifically call your
Support dated 08/21/86
N.Y.S.D.E.C. and the N
background of BREWER, the
approved Projectls), and the
attention to our detai led jOint letter of
to the Army Corps of Engineers, the
.Y.S.D.O.S. This letter discusses the
need for the proposed Amendmentl.) to the
alternatives considered.
<Page 3>
BREWER GREEN PORT
.
SOUTHOLD BOARD OF TOWN
.
TRUSTEES -
06/26/66
For your further information. we have enclosed a
Application(sl for these Amendment(sl to the Army Corps
New York Department of State. New York Department of
Conservation, and the Incorporated Vi Ilage of Greenport.
copy of our
of Engineers.
Env i ronmen ta I
We would welcome
convenience. If
c a I Ius.
the opportunity to discuss this application at your
you have any questions. please do not hesitate to
With warm regards__.
Sincerely.
DANIEL S. NATCHEZ and ASSOCIATES. Inc.
By:
DSN/j I j
Enclosures
cc: Army Corps of Engineers
N.Y.S.D.O.S.
N.Y.S.D.E.C.
Vi Ilage of Greenpor t
Southold Planning Board
Southold Board of Trustees
BREWER YACHT YARD AT GREENPORT. I NC.
<Page 4>
. .
BREWER GREENPORT - SOUTtiOlD BOARD OF TOWN TRUSTEES - 08/28/86
Comparison of
Previouslv Approved vs. Revised Modified Proposed ProiectCs)
There are several differences and similarities between
approved Project(s) and the proposed Amendment(s).
chart tries to provide a summary of these:
the previously
The f 0 I I ow i n g
I AMENDED MASTER PLAN PROJECTCS) in TOWN OF SOUTHOLD
I ] Previously
Proposed Approved Net
Modi f icat ion(s) Expansion Change(s)
I Maximum Number
Boats - Southold 65 90 -28%
(Boats -
To ta I Project C 180) ( 180) ( 0%)
Total Excavat ion
Cu. Yds. 39,660 52,950 -25%
Sq. Ft. 77,440 111,275 -30%
Maximum Depth -8.0'MLW -8.0'MlW 0%
Tota I Dredging
Cu. Yds. 450 450 0%
Sq. Ft. 2.625 2.625 0%
Maximum Depth -8.0'MLW -8.0'MlW 0%
Total lineal Ft.
Bulkhead 990 1.130 -12%
Main Dock(s) 750 425 +43%
F i nge r Pie r (s) 1.080 1,360 -20%
Ramp(s) 48 288 -83%
Total Pi Ie s 65 4 1 I +37%
. T r a vel i f t s ' 2 1 + 1
Swimming Pool 1 0 + 1
Excavation:
Cu. Yds. 270 0 +270
Sq. Ft. 1, 125 0 + 1.125
Boat Buildings 3 2 + 1
Clubhouse Building I 1 I 1 I 0 II
<Page 5>
.
BREWER GREEN PORT
08/28/86
.
SOUTHOLD BOARD OF TOWN TRUSTEES
The basic di'fferences
are approved would be as
in the Project(s)
follows:
i f
the Amendment(s)
1) The previously approved .U. shaped boat basin required
1 , 130 I i 11 . ft. 0 far 0 u n d the per i me t e r The pro p 0 sed
Amendment of a 'trapezoid' basin requires only Nine
Hundred Fifty-Five feet (955') of bulkheading around the
perimeter of the boat basin. Additionally Thirty-Five
(35') of subterranean bulkhead wi I I be placed along the
southern edge of the existing marsh area to prevent that
edge of the marsh form washing away [see SHEET NO.5 -
PROPOSED EXCAVATION & DOCK REMOVAL, Comparison of
Previously Approved Plan & Current Proposal J.
2) Ins t a I I at ion 0 f the i n - g r 0 u n d pool bet we e nth e e a s t wa I I
of the proposed basin and the existing marsh [see SHEET
NO. 3 SITE PLAN MAPJ. The alternative to siting of
the swimmi ng poo I in the proposed I ocat ion, is not to
have a swimming pool or to place same on the north side
of the boat sheds. Placing the pool on the north side
of the boat sheds wi I I prevent interference with
automobile parking during the summer and boat storage
during the winter. Not having a sWimming pool would
deprive the patrons of BREWERS of an esthetic
enhancement which has been proven to be a desirable
asset to other marinas in the area.
3) The layout at the floating dock assemblies will be
s I i g h t I Y mo d i fie d . The tot a I I i n e a I fee t 0 f doc k s wi I I
increase approximately 43% and the total number of pi les
to support the docks wi I I increase approximately 28%.
However, llJ. docks and piles will be within the
previously approved reconstruction perimeter. The total
number of boats wi I I not increase [see SHEET NO.3 -
SITE PLAN MAP; SHEET NO.7 - SITE PLAN MAP, Comparison
of Previously Approved Plan & Current Proposal; SHEET
NO. 9 - RECONFIGURATION of DOCKS, Comparison of Existing
Conditions & Current Proposal; and SHEET NO. 10
RECONFIGURATION PERIMETERJ.
PROJECT DESCRIPTION WITHIN THE TOWN OF SOUTHOLD
BREWER is seeking approval to amend a proposal previously approved by
the Southold Town Board to expand and upgrade their marina, as
follows: (Note: The following description only includes those
portions of the overall Project which are in the Town of Southold.
The Project site lies partially within the Incorporated Village of
Greenport and the Town of Southold. The Project is contingent upon
receiving approvals from both entities. as wel I as the other governing
regulatory agencies_ For the complete Project Description. see
attached joint Letter of Support dated 08/27/86 to the Army Corps
of Engineers, the N.Y.S.D.E.C. and the N.Y.S.D.O.S.
<Page 6>
.
BREWER GREEN PORT
08/28/86
.
SOUTHOLD BOARD OF TOWN TRUSTEES
1 )
Excavate a "Trapezoid shaped"
approximately 39,660 cu. yds. of
area of approximately 77,440 sq.
PROPOSED EXCAVATION & DOCK REMOVAL]
boat bas i nand
ma t e ria I from an
ft. [see SHEET
remove
over a I I
NO. 6 -
2) Remove approximately 225 lineal feet of existing timber pile
bulkhead that extends from Dock #2 to the lift well and is
located along the south end of the proposed boat basin. The
excavated bulkhead wi I I be disposed of upland by a local
carting company [see SHEET NO.6 - PROPOSED EXCAVATION & DOCK
REMOVAL] .
3) Construct and maintain a timber bulkhead approximately 955
I ineal feet along the west, north, and east perimeter of the
proposed boat basin and lift wel I, and 35' of subterranean
bulkhead on the southeast shorel ine. The wood bulkhead wi I I
consist of approximately 3" to 4" thick timber sheeting and
14" diameter piles driven approximately 14.3 feet below Mean
Low Water into firm bottom materials to provide an adequate
base. In addition, there will be a sufficient tie-back
system consisting of vertical anchor piles that will be
at t a c h e d toe a c h t i mb e r p i I e a Ion g the b u I k he a d wit h 2"
diameter tie-rods. No tie-back system is envisioned in the
area of the subterranean bulkhead. The subterranean bulkhead
will tie into nearby sections of the proposed bulkhead which
forms the east side of the proposed basin [see SHEET NO.3 -
SITE PLAN MAP!.
4) Relocate and exoand a travel ift wel I by removing the existing
travel ift consisting of one (1) runway extension
approximately 40' in length located between Dock #3 and Dock
#4. The proposed combined travel ift wel I (approximately 50'
x 40') wi I I be excavated along the north side of the proposed
boat basin and wi I I be able to accommodate a 20-ton and a
60-ton travel ift [see SHEET NO.3 - SITE PLAN MAP and SHEET
NO. 9 RECONFIGURATION of DOCKS, Comparison of Existing
Conditions & Current Proposal!.
5) Construct, Instal I, and maintain a series of new floating
pier (dock) assemblies, as follows [see SHEET NO.3 - SITE
PLAN MAP and SHEET NO. 9 RECONFIGURATION of DOCKS,
Comparison of Existing Condi tions & Cur~ent Proposal]'
DOCK A located along the west perimeter of the proposed
basin consisting of a) approximately 190' x 6' of main
float; b) five (5) finger piers approximately 40' x 4'
located along the east side of the main float, c) one
(1) timber ramp approximately 12' x 3' located at the
north end of the main float, and d) eight (8) timber
p i I e sap pro x i ma tel y 12" i n d i ame t era n d 40' i n I en g t h
located at the ends of each finger pier, adding
stabi I ity to the structures.
<Page 7>
.
BREWER GREEN PORT
08/28/86
SOUTHOLD
.
BOARD OF TOWN TRUSTEES -
DOCK B located in the center of the proposed boat basin,
consisting of: a) One (1) main I ine of floats
a p pro x i ma tel y 1 85 ' x 6 '; b ) 0 n e ( 1 ) t i mb err amp
approximately 12' x 3' located at the north end of the
main float; c) Six (6) finger piers approximately 35' x
4' located along the east side of the main float; d) six
(6) finger piers, approximately 40' x 4' located along
the west side of the main float; and e) seventeen (17)
t i mb e r p i I e sap pro x i ma tel y 12" i n d i ame t era n d 40' i n
length located at the ends of each finger pier. adding
stabi I ity to the structure.
DOCK C located in the center of the proposed boat basin,
consisting of: a) one (1) main I ine of floats
approximately 180' x 6'; b) one (1) timber ramp
approximately 12' x 3' located at the north end of the
main float; c) five (5) finger piers approximately 35' x
4' located along the west side of the main float; dJ and
seven (7) finger piers approximately 30' x 4' along the
east side of the main float, eJ twenty (20) timber piles
approximately 12" in diameter and 40' in length located
at the ends of each finger pier, adding stabi I ity to the
structure.
DOCK D located on the east side of the proposed boat
basin consisting of a) one (1) main I ine of floats
approximately 195' x 6'; b) one (1) timber ramp
approximately 12' x 3' located at the north end of the
main float; c) seven (7) finger piers approximately 30'
x 4' along the west side of the main float; d) eleven
( 1 1 ) t 1mb e r p i I e sap pro x i ma tel y 12" I n d i ame t era n d 40'
in length, located at the end of each finger pier,
adding stabi I ity to the structure.
6) Maintenance-dredoe a triangular-shaped area approximately
2,625 sq. ft. to an average depth of 8' below Mean Low Water,
and remove approximately 450 cu. yds. of material as measured
IN PLACE (see SHEET NO. 11 - MAINTENANCE-DREDGING MAPJ. The
area within the Town of Southold to receive
maintenance-dredging, is located throughout the existing
docking facility. All maintenance-dredging activities will
be undertaken by clam shell and barge and/or dragllne
operations. The material being dredged wi I I be placed on
BREWER's upland property, semi-dried, and then relocated as
des c rib e d (i n # 7) below.
7) Uoland Relocation of the Excavated and Dredoed.Material:
Approximately 44,090 cu. yds. of material will be excavated
from the proposed boat basin with an additional 10,500 cu.
yds. of material removed by the maintenance-dredging
operat ions in both the Town of Southold and the Vi Ilage of
Greenport. All of the dredged materials will be mixed with
the materials being excavated and deposited upland at three
<Page 8>
.
BREWER GREENPORT
08/28/86
.
SOUTHOLD BOARD OF TOWN TRUSTEES
different locations. The proposed disposal sites are: 1)
On-site disposal of approximately 2,500 - 3,500 cu. yds. 2)
St. Agnes Cemetery located adjacent to BREWER MARINA on the
North side of Manhanset Avenue. Approximately 42,100 cu.
yds. wi II be deposi ted on this undeveloped 11.8 acre si te
[see SHEET NO. 12 - PROPOSED EXCAVATION & OFF-SITE DISPOSAL
AREAS, Existing Topography: SHEET NO. 13 PROPOSED
TOPOGRAPHY of RELOCATION SITES: and SHEET NO. 15 - ON-SITE
DISPOSAL & GRADING PLANI.
8)
RELOCATE an existing
35' plus additional
bulkhead approximately
bulkhead [see SHEET NO.
upland club house approximately 30' x
decking 20 feet from the existing
70 feet from the to-be-constructed
3 - SITE PLAN MAPI.
9) CONSTRUCT an upland in-ground swimming pool approximately 25'
x 45' plus accompanying 10' cement apron, fencing, and,
screening approximately 40 feet from the proposed new
bulkheading [see SHEET NO.3 - SITE PLAN MAPI.
10) CONSTRUCT an upland boat maintenance and storage bui Iding,
mast shed and bathroom faci I ities total ing approximately 110'
x 120' located approximately 75 feet from the new proposed
bulkhead [see SHEET NO.3 - SITE PLAN MAPI.
III CONTINUATION of a ReconfiQuration Perimeter Condition which
would allow BREWER to continually change only the
10cationCs), widthCs), and numberCs) of pi leCs), dockCs) and
rampCs) within the ReconfiQuration Perimeter "envelope"
[shown on the SHEET NO. 10 - RECONFIGURATION PERIMETER, dated
07/29/86 prepared by DANIEL S. NATCHEZ and ASSOCIATES, Inc.1
provided that the number of boats would not exceed one
hundred eighty (180) and no additional bulkheading, dredging,
excavation or filling could take place without the prior
required regulatory approvaICs).
12) A PERMIT CONSTRUCTION PERIOD expiring on 06/30/92.
SUPPORTING INFORMATION
Impact on Fresh Water Supply
AI I agencies previously examined in depth the possible
adverse impactCs) on the fresh water supply and concluded
that the previously approved and more extensive ProjectCs)
wi I I have little, if any. effect on the fresh water supply_
The proposed revised modified ProjectCs) WI I I have even less
of an effect because of the difference in size of the
Pro j e c t C s ) .
According to Robert A. Villa, P.E., Chief Engineer for the
Suffolk County Division of Environmental Health, professional
hydrologists from the Suffolk County Health Department
<Page 9>
. .
BREWER GREENPORT - SOUTHOLD BOARD OF TOWN TRUSTEES - 08/28/86
conducted a field inspection and reviewed the previously
approved projectCs) which extended into the upland
Forty-Eight and Two-Tenths Percent C48.2%) further than the
presently proposed AmendmentCs). Their conclusion is, that:
"Since the
is not real
we CSuffolk
proposal.. ."
peninsula where the Project is
Iy a source of the Vi I lage water
County) have no objections
located
supply,
to the
In order to maintain the integrity of the fresh water/salt
water interface, BREWER proposes to undertake the ProjectCs)
with the use of tight interlocking wood sheeting for the
bulkhead. The bulkhead wi I I be constructed around the entire
area being excavated and wi I I extend from a height of
approximately Six Feet above Mean Seal Level C+6' MSLJ. to
approximately Ten Feet below Mean Sea Level C-l0' MSL).
ImDact on Marsh Area
A recent site investigation indicated that a section of the
marsh, from its south west corner back to an existing
deteriorated subterranean bulkhead. had begun to wash away.
The amendments to the previously approved ProjectCs) include
replacing the deteriorated existing subterranean bulkhead and
extending the new subterranean bulkhead to stabi I ize the
southern edge of the existing marsh area. The proposed
subterranean bulkhead wi I I be a protective barrier to prevent
further erosion of the marsh due to storms, natural tidal
action, backwash from boats passing through Stirl ing Basin
and activities at the public boat launch directly east of the
marsh.
The proposed subterranean bulkhead wi I I not involve any
ex c a vat ion 0 r fill i n g 0 far e a s n ear the ma r s h . The t i mb e r
sheet i ng wi II be suppor ted by a ser i es of pi I es and the
subterranean bulkhead wi I I be anchored to the bulkhead that
forms the east wal I of the proposed boat basin. Therefore.
none of the upland Marsh area wi I I be disturbed for bulkhead
anchoring purposes and the proposed subterranean bulkhead
will help to preserve the marsh in its present condition.
UDland Relocation of Excavated and Dredaed Material(s)
The proposed upland relocation of excavated and dredged
materialCs) will be identical to that previously approved but
wi I I be Twenty Percent C20%) less than the previously
a p pro v e d ex c a vat i () n Pro j e c t C s ) . Ex c a vat e d ma t e ria I C s) from
the boat basin, 'travel ift' wel I, and al I maintenance-dredged
materialCs) will total approximately Fifty-Four Thousand Five
Hundred Ninety Cubic Yards C54,590 Yds.3) to be removed
<Page 10>
.
.
BREWER GREENPORT - :SOUTHOLD BOARD OF TOWN TRUSTEES - 08/28/86
from the Project Is) site. Of this, approximately Ten
Thousand Fifty Cubic Yards 110,050 Yds.3) wi I I be from
maintenance-dredging within the Vi I lage of Greenport, Four
Hundred Fifty Cubic Yards 1450 Yds.3) from
maintenance-dredging within the Town of Southold, Thirty Nine
Thousand Six Hundred Sixty Cubic Yards 139,660 Yds.3) from
upland excavation within the Town of Southold, and Four
Thousand Four Hundred Thirty Cubic Yards 14,430 Yds.3) from
upland excavation within the Village of Greenport.
Approximately Two Thousand Five Hundred to Three Thousand
Five Hundred Cubic Yards 12,500 Yds.3 to 3,500 Yds.3) of
the s e ma t e ria lIs) wi I I be rei 0 cat e don - sit e i nor de r to
attain the proper elevationls) and contourls) for improving
the drainage patterns and for accommodating the additional
related activities such as automobile parking, boat storage,
boat repair and maintenance services.
There wi I I be approximately Twelve Thousand to Fifteen Thousand Cubic
Ya r d s 1 12 , 000 Y d s .3 to 15,000 Y d s .3) 0 f ma t e ria lIs) de p 0 sit e d
on-site and along the east side of St. Agnes Cemetery which is
contiguous to the area that needs to be fi I led along the west side of
BREWER.
A smal section of tidal marsh grass ISpartina lLU..) located
in the east side towards the southern corner of the site has
been identified, NO FILL WILL BE PLACED ON OR WITHIN
TWENTY-FIVE FEET 125') OF THE MHW LINE IN THIS AREA. This
special condition will help insure the productivity of this
s ens i t i ve i n t e r t i d a I ma r s h Z 0 n e .
Most of the material being removed (approximately Forty One
Thousand Cubic Yards 141,000 Yds.3)), wi I I be transported
across Manhanset Avenue to a site located directly across
from BREWER. All of the mater ialls) wi II be trucked into the
primary relocation site at a point directly across from
BREWER's entrance drive on Manhanset Avenue. This
undeveloped Eleven and Eight-Tenths 111.8) acre site is owned
and maintained by St. Agnes Church and wi I I be used as a
future cemetery once the area has been upgraded and improved.
There has been further discussion between BREWER's and Saint
Agnes Church regarding the grading and landscaping of St.
Agnes' property. To the extent possible the evergreens that
presently exist Iwhich are relatively young) will be
preserved and replanted on either the Church's or BREWER's
property. The grading wi I I be as shown on the attached Map.
The surface wi II be protected with straw mulch seeded with a
hearty grass in a manner similar to that in which road.beds
or other irregular slopes are planted in highway or other
construction Projectls). In addition, swales wi I I be graded
around many portions of the property to insure that there
wi I I be no surface runoffs onto the roads and adjacent
properties_ There wi I I be an approximate 25' buffer area
<Page II>
.
.
BREWER GREENPORT - SOUTHOLD BOARD OF TOWN TRUSTEES - 08/28/86
between the existing three wetlands areas and the placement
of the excavated materials. The mature trees which are on
the easterly side of the property and along parts of the berm
of the old disposal area wi I I be preserved.
In short, the primary relocation site does not represent a
significant or critical environmental habitat. In addition.
because of its proximity to BREWER [approximately Fifty Feet
( 50' 1 sou t h . a c r 0 s s Ma n h a n set A v e n u e] . a I I t r u c kin g
operations to and from the area wi I I not cause any
disturbance to any of the nearby residents. A temporary
a c c e s s d r i ve i n t 0, the sit e wi I I ex ten d d ire c t I Y a c r 0 s s from
the existing entrance drive at BREWER. There are no
obstructions or tight curves at this point along Manhanset
Avenue.
A more detai led description of issues related to the Project(sl can be
found in the attached joint Letter of Support dated 08/27/86 to the
Army Corps of Engineers. the N.Y.S.D.E.C.. and the N.Y.S.D.O.S.
DSN/KW/ j I j
<Page 12>
.
.
. _.........."
IT ,-
~
TELEPHONE
(516) 765-1892
BOARD OF TOWN TRlSTEES
TOWN OF SOUTHOLD
Town Hall, 53095 Main Road
P.O. Box 728
Southold, New York 11971
July 3, 1984
Mr. Daniel S. Natchez
Daniel S. Natchez and Associates, Inc.
Suite HOO
555 AIda Road
Mamaroneck, New York 10543
Re: Brewer Yacht Yard at Greenport
Dear Mr. Natchez:
Attached herewith is your check in the amount of $5.00.
Please be advised that the Trustees have no jurisdiction
in regard to the project referenced above.
Very
yo~~~
~
Henry P. Smith, President
Board of Town Trustees
HPS:ip
Attachment
.
.
. ROBERT W. TASKER
Town Attorney
TELEPHONE . ~ ~ ~:'
(516) 477.1400
RNEY.
425 MAIN ST.
GREENPORT, L.I., NEW YORK 11944
,.
'.~' ,"~'
.~', -
May 19, 1982
...1
,"'.,'"
. :~:.
-"f:
;".
To: Town Board of Trustees
Re: Sterling Creek or Basin
,
Dear Sirs:
:;"";":
From time to time in the past, and most recently in the case of the wetland
application of Farr, the question has aris~ as to whether or not Sterling
Creek is within the boundaries of the lands granted to the Town of Southold
under the Andros Patent, dated October 30, 1676, and thus under the juris'- .
diction of the Town Trustees. I believe that it will assist the trustees if I
reviewed the court decisions involving the language of this Patent.
-.-.;
It would appear'that in the early years of this century, the town claimed that ..'
~~~;~dt~~l:o~n t~~~:::c:rd:~ ~~i::~:r:j~~tG:e~;;~~~ ~:;~:i~~a~~~r~_A~;~;t{~~,;
from a 64 1/2 acre tract of land in "Town Harbor" or "Southold, Bay"..The ....._.:.,,:;,.~.
defendants claimed title by virtue of a conveyance from Suffolk County pursuant \.;,;t..:~:.
to an act of the State Legislature passed in 1884, which act ceded to Suffolk;i~Si:F#.?
County certain lands under Peconic Bay for purposes of oyster culture. >:.':'/:/
:"~.: ~.-~~~;~;i.;;~~~
The town's position in this lawsuit was thatPeconic Bay was within the lands '. .... .
granted under the Andros Patent and therefore owned by the town. The;?,.:"j{J'L
defendants claimed that Peconic Bay was not within the lands granted under '. ; .. ..p
the Patent and were therefore owned by the State of New York. The Supreme/';::.~.<J";'
Court of Suffolk County held that the Patent did not convey Gardiners and '".,:~.><;,~,};
Peconic Bays to the town(41 Misc. 456, 84 N. Y.S. 1078). This decision was"'>::.:].';":'
affirmed by the Appellate Division (97-Aj)j):-fiiv. 636, 90 N. Y.S. 1116) and by':~';~:\,
the Court of Appeals (183 N. Y. 513). In essence, the court held that the Patent.X/;i',Kii.
described the north boundary as "bounded... on the north with the sound...; If, .,x;~;:;r!~:g
- ._.-.,.-,...~...I
and that since it described the south boundary as "bounded. . . on the south with. ' ~r',:.:&
arme of the sea or rive!' which runneth up between Southampton land... ", that :::;2',(~:(~:;
)- t -.. . ~
the intent was to exclude Long Island Sound on the north and Peconic Bay on the .:;,';;f';i:.C
- .,;;*;~l.(~~;.~,.
- -. . ,'.-(". ,"- ~.~ .~.', -.-.< .
. ,,-.
.
.
Town Board of Trustees
-2-
May 19, 1982
..t..
south. For your information, I am enclosing a copy of the decision in the Park's
case.
,.
In 1929, the State made a grant of land under Sterling Creek to Ralph T. Preston.
The Town' of Southold brought an action against the. State of New York and Preston
and asked the court to adjudge that the Town of So.uthold was the owner of the
lands under the waters of Sterling Creek, and to declare the State grant null and "
void. The court held that Sterling Creek constituted a part of Greenport Harbor, .
which is part of the "arme of the sea" mentioned in the Andros Patent as the
southerly boundary of Southold Town, and that therefore, Sterling Creek is not'
within the limits of the land granted under the Andros Patent and that title thereto
was vested in the State of New York. The Preston case was appealed to the
Appellate Division and aifirmed (252 N. Y. S. 957). A motion for leave to appeal
to the Court of Appeals was denied (253 N. Y.S. 1002).
r
For the information of the Trustees, I am enclosing a copy of the Case on Appeal
in the Preston Case, among other documents, which include the trial testimony;
findings of fact and conclusions of Law; Opinion; Judgement; and Order of
Affirmance by the Appellate Division.
c".
. ,~,
....
,'.
Yours very truly,
; ~
ROBERT W. TASKER
RWT :aa
encs.
"
:'},""
... ~. ;.-
'.-.';.
'-:'":c'
~: "
'.,
..
.
.
TELEPHONE
(516) 765-1892
BOARD OF TOWN TRl'STEES
TOWN OF SOUTHOLD
Town Hall, 53095 Main Road
P.O. Box 728
Southold, New York 11971
APPLICATION IS HEREBY MADE TO THE TOWN TRUSTEES OF THE TOWN OF
SOUTHOLD, SUFFOLK COUNTY, NEW YORK FOR THE ISSUANCE OF A PERMIT
PURSUANT TO THE I.AWS. ORD I NANCES AND REGULAT IONS GOVERN I NG THE
COASTAL AND INTERIOR WETLANDS, FLOOD PLAINS AND DRAINAGE AREAS
OF THE TOWN OF SOUTHOLD, AND THE ISSUANCE OF PERMITS PURSUANT
TO CHAPTER 32 OF THE CODES OF THE TOWN OF SOUTHOLD.
APPLICATION NO._~______________DATE OF APPLICATION__~~~2~_1986 ___
(516) 477-959
I DENT I TY OF APPL I CANT BREWER YACHT YARD at GREENPORI', Inc. PHONE NO
--
ADDRESS OF APPL I CANT _~pnllP F" RP".cbJlQad~-.<_NY 11940______
TAX MAP NO.
- - 043.,.3-2
AGENT __DANIEL S, NA~Z and ASSOCIATES, Inc.
(914) 698-5678
PHONE NO.
PERMIT REQUESTED TO M"int:PJ1an~$, installation of EQQ.l within 75' of ____
__ ;n1_p>::+-in;;' m;;ro;h, ilpposit [iJl ~ial within 75' of freshwater wetland
LOCAT I ON OF PROPERTY FOR WH I CH PERM I T WANTED BREWER YA,CHT YARD at GREENPORI',_.
T"r' .n" Stirling Ba.:in; St. Agnes property north of Manhanset Avenue.
AGENT
HOME ADDRESS OF PERMIT ~ IF DIFFERENT FROM AFORESAID LOCATION
555 Alda Road, Marnaroneck, NY 10543-4002
CREEK, BAY OR HARBOR FRONTING PROPERTY
~t-;rl;n9 'R..=lc:::;n
SIZE OF PROPOSED WORK_Mairlt-p"A"r.P-r1rPiigp 4~n r;, y"" rr"" 75-!~4S-!,-~-4--
fill located 25' fra:n. existing freshwater wetland. '
LENGTH_~ - Seo......at-t-Ar'hpo J.eJ::t.eLnf ~'ll"'rt. ,_1;;1_"'" nR 1?7/ZG_____________~
f (
WI DTH__ VARIES--=_fi~~tachedJ.eJ::t.eL.o.f~ ,_1;;1_"'" OR,f?7,1.B.6___________________
HEIGHT ABOVE HIGH WATER~"'"'_See..;;1-1-;;r'hp,-1 T"'1-1-pr..of-~-datc~7f86_,
.
.
DEPTH
BELOW LOW WATER Maintenance dredge to -8 'MLW
TO BE EXCAVATED Appro:>:,. 270 CU. Yds. for in-ground p004 450 CU. Yds. for
y ARDS -~€fo------------------._---,---------~
Regrading approx. 1.82 acres by placing 3,000 CU. Yds of materia
YARDS TO BE F" I LLE:Dlolithin 7~' but not_cJoser _thaI:l ?5...'. ot_a :!:.l...ill'.re_t:@13h,!>,:~~L..BQnd
area.
WIDTH OF CANAL. CREEK OR BAY FRONT I NG PROPERTY VARIES - See attached Letter 0
------support dateall1l727,7B
DEPTH AT LOW T I DE: VARIES - See attached maps
AVERAGE RISE IN TIDE
2.5'
DISTANCE TO THE NEAREST CHANNEL__~__FT.
DISTANCE PROJECT EXTENDS BEYOND SIMILAR PROJECTS IN THE AREA__~~___F"T
IS THIS F"OR PRIVATE OR BUSINESS USE? Business - Boat Yard & Carmerial Marina
AREA ZONING
Gree..'lport - Southold - WC (Waterfront Corrmercial) C (Light Industrial
MANNER IN WHICH MATERIAL WILL BE REMOVED OR DEPOSITEDnrPrlging~baJkIDe~
,,-l~l:!~ll ~_Q.W..SI~U!DIU9Ldragline o~illQ!h._.EilLt.Q....be...iI:~.r:t.ed..b:>, t-n]cokisL___~
I NTENDED USE OF" PROPERTY __ Full.13~rvicELBoat Yard .ill),;Ll1ilrinil.___________
DESCRIBE ANY KNOWN PRIOR OPERATIONS CONDUCTED ON THE PREMISE
Pierce Marina - Cc:mnercial Boat Yard
AND WHETHER ANY PRIOR LICENSE OR PERMITS HAVE BEEN ISSUED TO ERRECT
STRUCTURES OR TO DREDGE OR DEPOSIT F"ILL ON SAID PREMISES AND WHETHER
ANY PERMITS OR LICENSES WERE EVER SUSPENDED OR REVOKED BY A GOVERNMENTAl
AGENCY--P,...~jo,....+_(c) ~.7~ .::lrp cOAlr-i~..to.....mcd..if..Y-...was---PJ::elTi'""'l1c:::ly ~[i['rnuM ry .::Ill reryl1.::lt-f"'lry_
authorities in T<Mn of Southold, Village of Greenport, Anny Corps of Engineers (Permit
!l349DJ.-......N..Y..s..n..E r Mrv1i ri Prl Pprmi t- JUi)-R4-n7h6.;....amLN..Y....5. n () ~ rrmc:i "t-pnqL__._
Certificate #F-85-254.
DESCRIBE F"ULLY THE REHABILITATION AND PROPOSED CONDITION OF THE
PREMISES AF"TER THE WORK IS COMPLETED INCLUDE AN ADDITIONAL SURVEY OF
THE PROJECT SITE IF" NECESSARY (;rrlning..oL.s~.sbc&zn..nn rlt-t-riconPrlllJaPS-
so as to prevent runoff into roads and adjacent property. Surface of filled area will
be...p=t-prt-Prl wi t-n stJ::aN. mlll con "PPrlPrl wi t-n nprirty ']rri"" /--=is-Hn'] ynlln'J e.=greens...._._
will be preserved. For JOClre detailed information see attached Letter of Support
nrit-pn nR/?7,LB.6.....fr.cmJ1/1NTF:T. S~ N/I'1'rHR7. ..aDcLASSa::ms.......Iru::-.______._________
WRITTEN CONSENT OF THE OWNER OF THE PROPERTY. IF NOT THE SAME AS THE
APPLICANT.
ARE THERE ANY COVENANTS OR RESTRICTIONS IN YOUR DEED THAT WOULD
PROHIBIT THIS PRO.JECT? NO
.
.
COUNTY OF WESTCHESTER.)
STATE .OF NEW YORK )55:
.Jack Brewer I Jr. I P]~esident
BEING DULY SWORN DEPOSES
AND SAYS THAT HE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS,
AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST
OF HIS KNOWLEDGE AND BELIEF, THAT THE WORK WILL BE DONE IN THE
MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY
THE TOWN BOARD OF THE TOWN OF SOUTHOLD. THE APPLICANT AGREES TO
HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES HARMLESS AND
.REE .ROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY
VIRTUE O. SAID PERMIT, IF GRANTED.
In completing this application I hereby authorize the Trustees/
agent or representatlve to enter onto my property to inspect tne
premises in conjunction with review~o,f thiS/~PPli\cation.
K..I.--'
SIG~ U E ~F APPL (:;ANT.ri t
~ ;/;"ewer r J;/;". ( K;Ij~4em
BREWER'S YACHT YARD at GREENPORl', INC.
SWORN TO BE.ORE ME THIS
28th
~-
AUEjUGt
/ -ie-V 7 k. ,,/
I ,. ///7 fT
(, ,/ //_'0 / ~~--C-'i /
~./ NOTARY PUBLIC
,
19Sa
DAY O.
(/ I'
// -,,, //1/--C..I
LESUE J. MIU.ER
NGwy Public. Stm!lf.... 'AIrIc
No. 48311i08
0ualIfled in West~ Caunly L>/)_
Commiaaion Expires Men:h 30. 1ll!r
EXAMINED
APPROVED "WETLANDS" PERMIT (CHAPTER 97)
APPROVED "S0AT, DOCKS, WHARVES" PERMIT (CHAPTER 32)
DISAPPROVED "WETLANDS PERMIT" (CHAPTER 97)
DISAPPROVED II BOATS ,DOCKS, WHARVES" PERMIT (CHAPTER 32)
CONDITIONS, IF ANY
EXAMINING BODY
SIGNATURE OF CHAIRMAN
COMPUTATION OF FEES
Approved 2/27/85
.
.
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
SHORT ENVIRONMENTAL ASSESSMENT FORM
"
Project Information (T" be completed by Applicant or Project sponsor)
1. Applicant/sponsor
BREWER YACHT YARD at GREENPORI', Inc.
12. Project Name
BREWER'fACHT YARD at GREENPORT, Inc.'
3. Project location:. Manhanset ,Ave. & Beach Rd.
Municipality ...,.~ , 1 ,.c ........ - r
4. Is proposed action:
o New 0 Expansion
.rounty
1t-
o Modification!alteration
s. D",,,bopcoi'" b",jlv' Maintenance-dredge approx. 450 Cu.Yds. of material(sl from approx.
2,625 Sq.Ft. triangular area within existing boat basin, depositing dredged materiaHs)
at sites described in attached letter, with fill being placed no closer than 25' to
outenrost edge of freshwater wetland; Construct 990 lineal feet of bulkheading, indue;
35 lineal feet of sub1:erranean bulkhead; Install 25 'x45' pool with 3' to 10 depth.
6. Precise location (ruad intersections, prominent landmarks. etc. or pro~ide milp)
See attached maps.
7. ^maunl 01 land affected;
Initiallv t;
acres
Ultimately
5
acres
for all Project(sl
8. WJLProposed action comply With existing lOning or other existing land use restrictionsl
~ Yes 0 No It No, dl~scribe brlefly
9. What is present land use in vicinity of prolecO
o Residential 0 Industrial KX Commercial
Describe:
o Agriculture
o Parkland/open space
o Other
Waterfront Ccmrercial - Full servioe boat yard and marina.
10 Does a.ctlOn involve a. permit/approval, or funding, now or ultimately, from any other governmental agency {Federal, state or locaJH
26a Yes 0 No If yes, list agency{s) and permit/approvals Anny CorpS of Engineers, N.Y.S.D.E.C.,
N.Y.S.D.O.S., Village of Greenport's Town Board and Planning Board; and Town of
Southold's
11. Does any aspect of the action have a currently valid permit or approvaU "
l0 y 0 N.Y.S.D.E.C. Modified Pernut HO-84-0766
es No If yes, list agency name and permit/approval type
valid l2/l0/84 thru l2/3l/89; Anny Corps
Modified permit H3490 valid 02/14/85 thru 02/l4/90; and N.Y.S.D.O.S. Consistency
~~~"ficate #F 85-254.
12. ~rl"sult of proposed actiOn will existing permit/approval require modificationl
yIy:J Yes 0 No
Appllc3nt/sponsor
I CERTIFY THAT THE INFORMATION PROVIDED AOOVE IS TRUE TO THE BEST OF MY KNOWLEDGE
John Brewer, Jr., President
",m, BREWER YACHT YARD at GREENPORr, Inc.
-><t-L':;]:" ---I
/ "") \
Date:
Cl8/28/86
Signature:
~
--2
.
TCWN of SOUTHOm
.
EAF
El!vIRO;lHElfTAL ASSESSHE/fT - PART
Project Information
NOTICE; This dacume~t is desicned :0 assist in determining wnethe~ the action proposed may have a significant
effect on the envf~r.ment. P~e~se co~lete the entire Da~a She:t. Answers to these Questions will be consicered
as Dart of the appli;:ation for apprcval and may be subject to fur:her verification and public: revie'W. Provide
any additional infonmation you believe will be needed to comolet~ PA~TS Z and 3.
!t is expec:ea tnat ccmolot;cn of ~~e EAF will be dependent an infa~ation cu"ently available and will not
'nva1ve new stud'es. 'esed'~i.a' investiaation. If infonmation ,"~ui,in9 suco additional wo,. is unavJ'~ole.
so f"d1ca~e and specify each lns~ance.
R~E OF PROJECT:
AGENT
!fAME A~O AODRESS 01Xllli/OC~ (I f Diff..ent)
P.PlO\"TIO'O Yn("'qlTl VZ'1DD ~t ro'!:Tl\WQRr, "tr:J.C"
DANIEL S. NAlalEz and ASSOCIATES, Inc.
(Name)
ADDRESS ANO NAME OF APPLICANT;
~~5 '\lea Thnd
( reet:
~~ vn.~ Vtlpn ::If- t":Olf'l:i'I\TD("'IP"l'
ame ,
Tn,...
Marnaroneck.
(P.~. )
Manhanset Avenue & Beach Road
(St,"""t)
Greenport NY 11944
(P.o. i (State) (L1p)
BUS":~:SS P~ONE;
NY
(State)
(914) 698-5678
10543-4002
(Zlp)
OESCRIPTIO~ OF pqOJECT, (Bdefly desc,ibe type of projeo: 0' at:ion) Amendment (s) to previOUSly-approved
Master Plan Project(s) of excavation, bulkheading, maintenance-dredging and recOnfigurati,
of floaLb~~ pier as6~~1} rrejcct(3).
Also see attached Letter of SUPPOrt dated 08/27/86 by DANIEL S. NAlalEz and ASSOC., Inc.
(PL-SlSE CO~PLETE EACH ryUES,Iml - Indicat. N.~. If not applicable).
A. SiIE DESCRIPTION
(Physical setti~9 of Dverail project. both deveioned and un~eveloo~d areas)
1. Gon..a1 ch..act., of tne land: r.en."l1y unifor.1l slope --X-- ".n..ally uneven and f'0111n9 0' i".~ul",
2.
Present land use: ~ro~n . Industrial
_, Agriculture _:"'iJ""ther
3. Total acreage of ~roject area:JL2.Q~cres.
Commercial ~. Subu~an _____I Rural
F')rest
.'
Acproximate acreage:
Pr"esently After Complet.ion
.3~acres 0.,0 acres
Presently After ~ornpletion
Meadow or Brushland
Hater Surface Area
2.30 aC":5
4,.95"."
Forested
_acres
__acres
Unvegetated (rock.
."Ul 0' fill )
8.67
_ac-es
6.42
~ac,es
AClricultural
__a.cres
_acres
~etland (Freshwater or
Tidal ~s Der Ar:icles
24. ~~ o~ ~.C.l_)
." 35 acres
~ 35 acres
~oadsl buildinos
and other ;:laved:
sur7'rlC!!S
.40 .
~acres
35
~ac:-es
4.
~-lhat is 'Jredcminant soil t;.-pe(s) on
Ot!'ler (ind~cate ty"'e) _ac:-es acres
of'O;eot sit.? Coarse to fine brown sand & gravel, some silt.
o:>..c::....t.. fi.l.l...t:I..\....nu.J .tU:..t"uRI' ~
5_ i. .:'re tl1en~ ~pdrod outcl""'O;lo1ncs on "\rnjPC: sit~? _Yf'S -X--_~o
t:. ~hc1: is de:Jth to 1:ledrod::?
T\1/~
(~n ""e~t)
9/1/-:8
.
6. A;:pra.:r.i.....J.te :;JercentJ.ge of ~ra.PClsed orojeo::~ .s_~.te with slaoes: O-lr)l..~~['i";1~;; _:; l~: Cr
gredtl~r _1.. , .
Is pnJject contiguous to. or c:.clntain a bu:idin~ or site listed on the National Resister of Histc:.ric
Places? ______yes ~Na
7.
B.
9.
Variee~_: 3' 8" to 6' 5" below ground surface.
What is the depth to the water table? fe.~
00 hunting or fishing opportunities presently exist in the project area? _Yes ~No
SEE A'lTACHED LET
10.
Does project site conta1r any $pecies of plant or animal life that is identified as thr~atened or
endanoered - _Yes ~lo" according tc - Identify each species
11.
Are there any unique or unusual land forms on t~e project site? (i.e. c~;ffs, dunes, other geological
formations - ______yes ~No. (Describe
12.
Is the prpject site p"esently \lSed by ~he cOlm1unitydo" neiqhiorhood as an om ~Eeffroot:'aR9f recreational be,
area - ~Yes _No. Pro]ect sJ.te prOVl es poo J.C access
13.
in~
Does the present site offer or inc1u,de seeni" vie"'ls Qr. v;s~s known to, be~~~etre cOlm'lunity?
X Yes No Waterfront VJ.ews pI: Stir.nng J:\aSJ.n WJ..L.L .
-, - j
14.
Streams within or contiguous tel project area:
a. Name of stream and name of river to whiCh it ;s tributary
Stirling Basin
15.
lakes, Ponds, 'r!etland areas within or contiguous to project area:
Stirling Basin
+35
a.
flame
Size (in acres)
; b.
16. What is the dominant land use a,nd zoning classification within a 1/4 mile radius of the ~roject (e.g_
single family "esidential, R-2l and the scale of develooment (e.9. 2 story). 2-story RA-low denisty single
family residential and agricultural; w:::.7 - Waterfront cannercial and light industrial
B. PROJECT DESCRIPTION boat yards and marinas.
1. Physical dimensions and scale of project (fill in dimensions as a;Jpropriate)
a. Total contiguous acreage Qwne,d by project Sponsor
9.77
acres.
b.
Project acreage
develooed: ~.42 ac"", initially: 9_.4:1:"es ultimately.
.35. tida,l we.tlMds
c.
Project acreage to remain unc:eveloped
d. lengtll of project, in miles: N(!A.
(i f aopropri a te)
e. If project is an expansion of existing. indicate percent of excansion proposed: building square foot-
age ; developed acr'eage . SEE ATrACHED:
f. Humber of off-strEP.t parking spaces existina 90-95 ; proposed '2:.160-
g. Maximum vehicul aT" trips gene:"'ated per hour
li-10 (uoon cexnpletian of projec':.)
h.
If resid~ntial:
Number and type of housing units:
~ne Fami 1y
N/A
Multiple Family
Condominium
Two Famil.v
Initial
U1 timate
i. If:
Ol"'ienta':.ion (
:!ei ghbarhood-Ci ty-Regi on~ A
Estimated Emcloyment
Corrrnerd a t
Industrial
j. Total height of tallest "reposed structure _W~_}eet.
.2-
2.
How much natural materi~.e. rOCk.~.~r:h,
Approx. Total e.-xcavation & rnaintenance-dredg.
etc.) will be re!T'Cved .the site _
N/I\
.
.54,860
tons
cubic yards.
3. How many acres of vegetation (tree:s. shrubs. ground covers} w111 be ref"lQved fro~ site _ --.3.5..acres.
4. Will any mat;,;re forest (ovler l!:O years old) or other locally-important vegetation be removed by this
project? _Yes X-NIJ
5. Are thpre any plans for re.-vegetation to I"'eplace: that relT'Oved dudng construction? 4-Yes _:10
6. If single ohase ;lroject: ~~nticipated period of construC":';on _months, (including dementian).
7. rf m~l~;-~n'!sec! oreject: il. Total number of phases an~icfoated ~No.
b. An:icicated dat.e of ::oll'lTlencement wMase 1 lr--month, -86-vear (including
d2:'l'Olition)
(:. Acproximate cc::mcletion date final :Jhase 06
IT'(l:'ltl''l...9.2..Jea''.
d.
Is phase 1 financially dependent on Subseauent ohases? ______yes
_NO
x
8~ Wi11 blas:ing occur during construction? _____yes ~~a
9. Number of jobs generated: during ccnstruc:icn ~: after project ;s comoTete 15 .
10. Number of jobs eliminated tlY this project None..
11. Will project require reloca:tion of any proje,:!s or facilities? .x Yes No. If yes. exolain:
Existing floating pier assemblies & travelift rill be constJ;ucted i>pdlZelOC~ted,
12. a. Is surface or subsurface liquid waste disposal involved? _Yes ~!io.
b.
If yes. indicate type of 'Waste (sewage. industrial. etc.)
N/i\
discharged
N/li';
c.
If surface disoosal na~~ of stream into which effluent will be
13. Will surface area of existing lakes. ponds. streams. bays or other surface 'Waterways be inc~eased or
decreased by crooosal? ~__Yes ~o.
1-1. Is project or any portion of project located in the 100 year flood plain? ~Yes _No
15.
a.
Does project involve disoosa! of solid waste? -:*-oYes _Ho Dredged IlJi'\te.rip,lCSL
If yes, will an existi~g solid waste dis"osal facility be used? _Yes ~~'lo l1a,teri?,1{sLl?l~ced
upland, on-site and adjacent St, Agnes CerTletery I?lZO~
If yes. give name: U,^ : locatlon n/1J,' .
I
Vil1 any wastes not go into a sewage disoosal system or-into a sanitary landfill? ______yes __~~o
b.
c.
d.
16.
17.
Will g~nject use herbicides or p~sticides? _____yes ~~o
~ill project routinely produce odors (~re than one hour oer day)? ______yes ~No
18. Will project produce ooerating noise exceeding the local ambience noise levels? ______yes ~No
19. Lli11 project resuit in an ilrlc~ease in energy use? _Yes ~No. If yes. indicate type~s)
20. If wate~ sucoly is from wells indicate oumoing caoacity ~/l\
gal s/fIlinute.
21.
Total anticioated water usage per day _N(A_Qals/day.
22. Zoning: a. I'Shat is dcninant zoning classification of site?
b. Cun-ent soedf'ic zoning c1ass~fica,tion of site
c. !s orooosed USl~ CO"lsi'stp.nt '<fitI'! present zoning?
d. If no. indicate desired zoning N/A
WC-Naterfront CClllJl)erci:al-Green)?Ort
C-oLigfit: Industdal ..,. Southold
r-T, i gJ>t. Ihdu.s-trial
Yes
-J-
26.
Is any Fedeapenni t reQui red? --1L-Yes No .
b. Does projec~volve State~or Federal funding or financing?
Approvals: A.
c. Local and Re9~ional approvals:
Approval Required
(Ves, No) (Type)
AMENDED
City, Town, V111a~}e Board Yes..- P~:rmi-t-
City, Town, Vl1lage Planning Board Yes- l\ppro'olli
City. Town, Zonin~; Board b1o--
City, County Heal':h Department Ne-
Other local agendes Town Tnustees Yes- Pp1'm;+-
Other regional a91~nc'es No--
State Agencies ............. m~c:
Federal Agencies Yes- II
Greenport-Brd. of Trustees Yes Pe:rltu.t
C. INFORMATIONAL DETAILS
Yes -x--No
Submittal
(Date)
Approva 1
(Date)
..o..aL2BL86 PeJlding
0\1/2\1/86 "
08128;186
, ,
1m86
86
86
"
1\
..
Attach any additional infonnatiol' as may be needed to clarify your project. If there are Dr may be any
adverse impacts associated with 'the proposal. please discuss such impacts and the measures which can be
taken to mitigate Or avoid them. __ r--
PREPARER'S SIGNATURE: ~-k--G .l.n--/\
/" Jo Bre~I Jr. I
TITLE: '______ -President
REPRESENTING: BREWER. YACHT YARD at GHEENPORr, Inc.
08/28/86
DATE:
"
-4_
.-
.
.
.- TCX\IN of SOUTHOLD
EAF
ENVIRONMENTAL ASSESSMENT - PART II
Project Impacts and Their Maqnitude
General Information (Read Carefully)
- In completing the fenn the rE!viewer should be guided by the question: Have my decisions and deter'!Tlinations
been reasonable? The reviewer is not expected to be an expert environmental analyst.
- Identifying that an effect will be potentially large (column 2) does not mean that it
sionificant. Any large effect must be evaluated in PART 3 to determine significance.
'effect in column 2 simply asks that It be looked at further.
is also necessari1}l
By identifying an
- The Examoles provided are to assist the reviewer by showing types of effects and wherever possible the threshold
of magnltude that would trigger a response in column 2. The examples are generally applicable throughout the
State and for most situations. But~ for any specific project or site other examples and/or lower thresholds
may be more appropriate for a Potential Large Impact rating.
- Each project. on each site. in each locality, will vary. Therefore. the examples have been offered as guidance.
They do not constitute an exhaustive list of impacts and thresholds to answer each question.
~ The number of examples per question does not indicate the importance of each question.
INSTRUCTIONS (Read Carefully)
a. Answer each of the 18 questions in PART 2. Answer Ves if there will be !!!.'I. effect.
b. Maybe answers should be considered as Yes answers.
c. If answering Yes to a auestion then check the appropriate box (column 1 or Z) to indicate the potential
size of the imcact. If impact threshold equals or exceeds any example provided, check column 2. If
impact will occur but threshold is lower than example, check column 1.
d. If reviewer has doubt about the size of the impact tt)en consider the imoact as potentially large and
proceed to PART 3.
e. If a potentially large impact or effect can be reduced by a change in the project to a less than large
magnitude, place a Yes in l:01ur.'IO 3. A No response indicates that such a reduction is not possible.
12.3
1. WILL THERE BE AN EFFECT AS A RESULT OF A PHVSICAL CHAnGE TO
PROJECT SITE?
NO VES
08
. . .
SMALL TO POTENTIAL CAN IMPACT BE
MODERATE LARGE REDUCED BV
IMPACT ''''PACT PROJECT CHANGE
- - -
- - -
- - -
- - -
-*- - -
----1L - -
- - -
IMPACT ON LANO
<xamoles that Would Acply to Column 2
Any construction on slopes of lS: or greater, (15 foot rise per
100 foot of length), Or where the general slopes in the project
area exceed 10:.
Construction on land where the depth to the water table is less
than 3 feet.
ronstruction of oaved aark.inc:r are.. f'(lr 1, ~')~ or more vehicles.
,
Construction on land where bedrock is ex~osed or generally
within,3 feet of existing ground surface.
L Construction that will contirlue for more than year or involve
mare than one ~hase or stage.
x
Excavation far mining purposes that would remove more than 1,000
tons of natural material (i.e. rock or soil) per vear.
For re=eational boating purposes .
Construction of any new sanitary landfill.
-5-
.
.-
.
Construction tn a designated fioodway.
..x. Other lmpacts:TO!X)oraohv of ProiectCs) Site will
improved & church properties will be enhanced
If.)
2. WILL THERE BE AN EFFECT TO ANY UNIOUE qR UNUSUAL lJI.Nq roRllS IX\r\
FOUND ON THE SITE? (I.e. cliffs, dunes, ~eolog1ca1 fo"",- VV
Uons, etc.)
Specific land forms:
IflPACT ON WATER
NO
3. WILL PROJECT AFFECT ANY WATER BODY DESIGNATED AS ..........r'::\
PROTECTED? (Under Articles 15, 24, 25 of the Envlr- \2Y
onmental Conservation law, E.C.L.)
Examoles that Would Apply to Column 2
Dredging rrt]re than 101) cubic yards of material fn::cn
channel of a protected stream.
Construction 1n a designated fres~ater or tidal wetland.
Other impacts:
4. WILL PROJECT AFFECT ANY NON-PROTECTED EXISTING OR NFH NO
BODY OF HATER? .............................. ..............0
Examoles that Would Apply to Column 2
A 10: increase or decrease tn the surface area of any body
of water or mor-e than a 10 acre increase or decrease.
Construction of I body of water that exceeds 1n acres of
surface area.
X Other inmacts: Project(s) will enhance recreationa
- opportUnities by Creating a trapizoidal shaped
heaL bftgiI. Elt'l'-LOX. 77,440 Oq. rL. NO
5. WILL PROJECT AFFECT SURFACF OR GROU'ID"ATER nIlALlTY? 0
Examoles that Hould Ap~ly to Column 2
Project will require a discharge permit.
Project requires use of a source of water that does not have
aporoval to serve ,reposed project.
Project requires water sUDply from wells with "reater
than 45 gallons per minute ,umping capacity. .
Construction or operation causing any contamination
of a public water suoply system.
Project wilt adversely affect groundwater.
Liquid effluent will be conveyed off the s1te to
faciltties which presently do not exist or have
inadequate capacity.
Project reQutring a facility that would use water in
excess of zn,nao gallons per day.
_ Pt'"Oject will likely cause siltation or other discharge
. into an exfsting b::::!y of water to the extent that there
will be an obvious visual contrast to natural conditions.
-,-
.
1. 2.. 3.
~~.ALL TO PDTE.'lTIAL CAN I~PACT BE
~DE~~E l~RGE REDUCED BY
lMPA IMPACT P~OJECT CHANGE
- - -
be X
- -
.
YES - - -
- - -
- - -
YES
C
- - -
- - -
- - -
- - -
YES
0
- - -
- - -
1 X
- - -
YES - - -
C
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
'.
.
.~
-i.
3.
.~
,'2..
6.
'\ALL Te POTENTIAL CArl IIIPACT BE
"IOE;lATE LARGE REOUCEiJ CY
~:",Y~C:- I....CT PR~JECT CHArlGE
- - -
- - -
- - -
- - -
- - -
-X.. - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
.
- -- -
- - -
~th.r I"'Dacts: See previously suhnitted letters
f H2M dated 01/31/84 & Suffolk County dated
r'6l\ 0'll12/R4
:4ILL PRnJECT ALTER ORAI"M;, FL~". PATTE~'IS OR SIIRfAr.1: !'lATE1(~o YES
RVNaFF? ................................................... 00
Exam!)le that ~ould ~,"ply to Colunn Z ,
Project would lnMede flood water flows.
Project is likely to cause substantial erosion.
Project ;5 incolT'patible "'lith existing drainage patterns.
..x..
Other
Impacts: PrQject [B) wi 11 iTllPrClv<"
patten1s and flCMS.
IMPACT ~N AIR
c1r~iT'lrlgp
7.
110 YES
WILL PROJECT AFFECT AIR QUALlTY?..........................0 0
F.xamDles that Would Apply to Column 2
Project will fl'Jduce 1.~mO or IOOre vehtc1e trips in any given
hour.
Project will result in the incineration of more than 1 ten
~f refuse per hour.
Project emission rate of all conta~inants will excp.eri 5
lbs. Del'" hour or a heat source ~roduc;ng mor~ than l~
million BTU's p~r hour.
Other imoacts:
I~D~C7 ON DlANTS AND ANr~AlS
8.
wrLL PROJECT AFFECT ANY THREATENED OR ENOANr"REO SPECIES?
NO YES'
GO
Examcles that Would Apoly to Column 2
Rp.duction of one ar more species listed on the New York
or Federal list, using the site. over or near site or
found on the site.
Removal of anv ~or:ion of a critical or sianificant wild~
Ii f. t>.bi ut.
Ao"lication of P~sticide or !'terl:lici de over mo~ than
b';c~ a yea!. ocher thdn fDr ll9'...~~..ut.t,p."'"l pOlTJ'O"i~S.
Qt.:,.'!:r ir.:oacts:
9. SILL PROJECT SUBSTA::nALL Y AFFECT r~ON- THREATE:1EO OR NO YES
E~IOANr,EREO SPECIES? .......................................0 0
Examole that Would Apoly to Colu~n 2 ,
rroject would substantially inte"'fere with an~' resident
or migrat.ory fish or ....ildt ire species.
Project reouires the rp.moval of r=lore than 111 ac!"es of
mature forest (over l~n ye3rs in ane) or other locallY
im~or~ant veget2tion.
-7-
.-
.
.
Examnles that llouid A;:lply tel Column 2
m y
00
2.. 3.
~ALL T~ DeTE/!TlAL eMl n~PACT BE
O~ERA TE LARGE REDUCED ~Y
r"'po.cr ro.r.o-CT PRflJECT Oto.UGE
.,
< -
- - -
- - -
- - -
- - -
- - -
5
- - -
- - -
- - -
- - -
5
- - -
- - -
X
- - -
- - -
- - .-
- - -
- - -
- - -
I~'''ACT (I:: ':IS~'''L ~~S~l~RCE
1~.. \!ILl THE PtlOJfCT ~Frt:c: VIF::II~. vISTAS C:l T!lr Vl$tl4L
C!-IAq:ACTER OF THE :1F.IGHBI'lR;JtXIO or. CO"''''''t!HTV1 ..............
An .jncomNtible visual affect caused by the introduction
of ne\-I materials. colors and/or fonr.s in contrast to the
surroundin~ landsca~e.
A oreject easily visible. not easily screened, that is
obviously different fror.l nth~rs ar-ound it.
Project will result in the el;~;nation or ~ajor
screening of scenic views or vistas kno\'ln to be
important to the area.
Other impacts:
IMPACT ON HI"ORIC RESOURCES
11. WILL PROJECT WPACT ANY SlOE OR STRUCTURE OF HISTORIC, NO YE
PRE-lmTno IC nR PALE~rlTOr.rCAL Ir'r~PTA~CE? .................<::) 0
Examoles that l~ould Aool.v to ColUl"':n 2
Prt'.lect accurina wholly or nartially within Qr conticuous
to any facilitv or site listed on the National Reoister of
historic ;:llaces.
Any impact to an archeological site or fossil b~d located
within the project site.
Other im:;lacts:
I"PACT ON OPEN SPACE & RECREATlD/:
12. I/ILL THE PRnJECT AFFECT THE OUAllTlTY OR QUALITY OF EXISTltIG NO YE
OR FUTURE OPEII SPACES OR RECRLATlO/lAL OPPORTU~IITlES?..... 0 €)
Examoles that ~Iould Aopl.v to C:olumn 2
rt,e pemanent foreclosure of a future recreational oooortunit:'.
A major reduction of an open spac!! important to the cotJT.1unity.
X Other imoacts; Will increase public access to water-
trenE, ana recrcatiOfii:U B6atir,'l' epfOOl. LtlldLies.
I"oocr ON TRANSFORTATlO~
13. I'ILL THERE BE All EFFECT TO EXISTIIIG TRANSPORTATrON
SYSTE""S? ...............................................
Examoles that Would 4,1J!"ly to CCllumn 2
Alteration of present j:latterns of r.1Qvel"1ent of reople'
and/or goods.
NO YES
00
Project will result in severe traffic :Jrcb1ems.
Other irr.pacts;
-R-
.-
"
.
'-
I~PACT ON ENERGY
14. IHLl PROJECT AFFECT THE COMMUNITIES SOURCES DF FUEL OR NO Y
ENERr,y SUPPLY? . . .. . . . . .. . . . . . . . . .. . . .. .. . . .. .. .. . . .. . . - "e) 0
Examoles that Would Apoly to Column 2
Project causing qreater ttlan 5: increase in any fonn of
energy used in municipality.
Project requiring the crea,tic" or extension of an energy
transmission or supoly system to serve more than 50 sinQle
or two family residences.
Other impacts:
IMPACT ON NOISE
15. WILL THERE BE OBJECTIONABLE OOORS, NOISE. GLARE, VIBRATIO~ NO Y
or ELECTRICAL DISTURBANCE ,IS A RESULT OF THIS PROJECT? ....00
Examoles that Would Aooly to Column 2
Blasting wi thin 1 ,50!) feet of a hospital I school or other
sensitive facility.
Odors ~ill occur routinely (more than One hour per day).
Projec~ will oroduce ooerating noise exceedinn the
local ambient noise levels for noise outside of structures.
PiOject will re~ve natural bar~iers that would act as a
noise Screen.
nther ir.1pacts:
I~PAC O~! HEALTH & HAZARDS
110 YF
~6 .
HILL PPO.JECT AFFECT PUBl!e ilEAL TH AND SAFETY?
.............00)
Exampl,::os that li'ou1d 8,pply to Column 2
Pr~je<;t will cause a risk of eX'Jlcsion or release of hazardous
substances {i .e. oil, pesticidr.s, chemicals. ra(fiation, etc.}
in the event of accident or uoset conditions. or there will
~e a chronic low level discharge Or e~ission.
Proj~ct that will result in the burial of "hazardous wastes"
(i .2. toxic, poisonous, highly reactive. radioactive. irritating.
infectious. etc.. inc1udinf'l wastes that are solid. semi-solid.
liquid or contain gases.)
Storace faciht"ips for one million or more 9al1oflS of liouified
n~tural gas or othe~ liouids.
1L ".the" ;",oacts: Proiect(s) will allow safPI navigation i'\
low tides by restoring previously--existing depths
[UL Llc"'<' <.h.ctf L LuaL". E' LU j=..;L GL wIll Ittodp pLULect
public health by providing needed punpout facilities.
+
.
1
2.
~
.
SMAll TO P".TENTIAl CAil IMPACT CE
rmOERPTE lA~GE REDUCED BY
IMPACT I'lPACT PROJECT CHANGE
ES
.
- - -
- - -
- - -
- - -
ES
- - -
- - -
- - -
- - -
- - -
- - -
S
- - -
- - -
- - -
---X.. - -
- - -
.-
powmAL
LARGE
!IIP~CT
CAN (MPACT BE
REDUCEO BY
PROJECT CHANGE
. .
.
.-.
IMPACT orl GROWTH AND CHARACTJ'R Ill' CollllUNITY OR ~IElr,HAOR~nQo
17. WILL PROJECT AFFECT THE CHAP^CTE' OF THE EXISTING NO YES
Co~MUNITY? .. .... ............ ...... ....... ........ ..........<:) 0
Example that Would ApoTy to Clllumn 2
The population of the City, TtlWn or Village in which the
project is located is likely .~o 9row by more than 51 or
resident human population.
The municipal budgets for cap'itaT expenditures or opera-
ting services will increase b~f more than 5% per ~"ear as a
result of this project.
Will involve any ::Jermanent fadlity of a non-agricultural
use in an agricultural distric:t or remo....e "rime agricultural
lands from cultivation.
The: project will replace or e'liminate existing facilities.
structures or areas of histor"ic importance to the corrmunity.
Development will induce an influx of a particular age
group with special needs.
Project will set an important precedent for future proiects.
Project will relocate 15 or ~Jre em~loyees in one or ~re
businesses.
Other imoacts:
~O YES
18.
IS THERE PUBLIC CONTRCVeRSY CIlNCERNrNG THE PR~JECT?
.......<:) 0
Examoles that \.lould Apply to Column 2
Ei ther government or ci ti zens of adj acent COlTmun; ties
have expressed ooposition or rejected the project or have
not been contact.ed.
Objections to the oroject from within the corrmunitv.
IF ANY ACTION It: P.~RT 2 IS loEllTIFlEO AS A
pOmmAL LARGE IMPACT DR IF YOU CANNOT OETERMrNE
THE MAGlIITUOE OF IMPACT. PROCEED TO PART 3.
PORTIONS OF EAF C0I1PLETEO FOR THIS PROJECT:
DETERMINATION PART I _ PART II _ PnRT 3 _
Upon review of the fnformation recorded on this EAF (Parts 1. 2
..and 3) and considerinq both the maonitude and irnnortance of each
impact. it is reasonably determined that: PREP^RE A ~IEr.~TIVE OECLARI.TION
A. The proj ect ~i 11 result in no major impacts and. therefore. ~ SEE ATI'l\CllED,
is one which may not cause significant dama~e to the environment.
B. Although the project could have- a significant effect Q!l the
~nvironment. there will not be a significant f!:Uect in this case PREPARE A NEr~TIVE nECLARATIOH
because the mitigation measures described in PART 3 have been 0
included as part of the oroposed project.
C. The project will result in one or more major adverse impacts PREP.~RE PCSITIVE OECLARATIO~I PROCEED ~ITH EIS
that cannot be reducec and may cause significant damage to 0
the en v i ronmen t.
Oate
Signature-of R~spons;ble Official in Lead
Agency
Signature of Prenarer (if different from responsible officer)
Pr1"n t cr :'y~e nare of responsibie official
in Lead I\gerlcv
.
,
,.
BREWER YACHT YARD at GREENPORT. INC.
Town of Southold
Vi Ilage of Greenport
PROPOSED EXCAVATION. BULKHEADING. RELOCATION
OF TRAVELIFT WELL, MAINTENANCE-DREDGING.
and RECONFIGURATION of FLOATING PIER ASSEMBLY PROJECTCSl
ENVIRONMENTAL ASSESSMENT
Town of Southold
NEGATIVE DECLARATION
The proposed ProjectCsl at BREWER YACHT YARD at GREENPORT, INC.,
previously approved on 03/22/85, wi I I have NO adverse environmental
impacts of effects on: the Appl icant's property being excavated, the
area being maintenance-dredged; the proposed relocation siteCsl; or
the surrounding upland, wetlandCsl, and water areas. In fact, the
proposed Project(sl 'will have a significant positive impact by:
i n c rea sin g r e c rea t ion a I act i v i tie san d 0 P P 0 r tun i tie s; a I I ow i n g sa fer
utilization of the existing waterways; protecting existing wetlandCsl;
providing additional job opportunities; and improving the overall
aesthetic quality of the marina and neighboring propertyCiesl.
~~~
~.....:... -~
ohn rewer, Jr J, Pres i dent
BREW YACHT YARD at GREENPORT,
In c.
Date:
U8/28/86
..
'.
.
.COPY FOR YOUR
INFORMATiON
DANIEL S. NATCHEZ and ASSOCIA TES, Inc.
. ...
-,
...
... ... ." ..
.....
........
. ... .....
.... ....
........... ... ..... ~
...
.. ...
.... ... .. .. ..
... .... .. ...
RECEMD
Suite 11 00
555 Aida Road
Mamaroneck. New York 10543.4002
(914) 698.5678
SEP 31986
Office of the President
T_ ('I"..l, C;"..+llClld
August 27, 1986
ARMY CORPS of ENGINEERS
New York District
26 Federal Plaza - 19th Floor
New York, New York 10017
CERTIFIED MAil. P 447 711 915
.iU.11l :
Mr. James Mansky, Chief
Regulatory Branch
New York State CERTIFIED MAil. P 447 711 916
DEPT. of ENVIRONMENTAL CONSERVATION
Region 1
S.U.N.Y. - Building 40
Stony Brook, New York 11794
.iU.11l :
Mr. Robert Green.
Perml t Admi n i s t rator
New York State
Department of State
COASTAL MANAGEMENT PROGRAM
162 Washington Avenue
Albany, New York 12231
CERTIFIED MAil. P 447 711 918
.iU.11l :
Mr. Kev inCross
RE: BREWER YACHT YARD at GREENPORT. INC.
PROPOSED EXCAVATION. BULKHEADING. MAINTENANCE DREDGING. and
RECONFIGURATION of FLOATING PIER ASSEMBLY PROJECT(Sl
AMENDMENT(S) to:
Corps' Modified Permit No. 13490
N.Y.S.D.E.C. Modified Permit .10-84-0766
N.Y.S.D.O.S. Consistency Cert. .F-85-254
Gen t Il~men:
BREWER YACHT YARD at GREENPORT. INC.. (hereinafter BREWERl has asked
us to assist them in obtaining the necessary AmendmentCs) [see SHEET
NO. 3 - SirE PLAN MAP] to the respective prevIous regulatory approvals
to undertake the above-referenced Modifications to the previously
approved Master Plan ProJect(sl [see SHEET NO.5 - PROPOSED EXCAVATION
& DOCK REMOVAL, Comparison of Previously Approved Plan & Current
Proposal and SHEET NO. 3 SITE PLAN MAP, Comparison of EXisting
Condi tions, Previously Approved Plan & Current Proposal]. Whi Ie we
believe that separate new Application forms are not required. we have
completed and enclosed same should any regulatory agency subsequently
, ~REWER GREENPORT -CORP~YSDEC~NYSDOS-PERMIT AMEN~TCSl -08/27/86
require same. This letter wi I I provide the necessary information on
BREWER's proposed AmendmentCsl to undertake the revised Modified
Master Plan ProjectCs) as fol lows:
I.
BACKGROUND of PREVIOUS APPROVALS and
PROPOSED AMENDMENTCSl
the NEED
for
the
II.
COMPARISON
PROJECTCS)
of
PREVIOUSLY APPROVED
vs.
PROPOSED MODIFIED
I I I PROPOSED AMENDMENTCS) to CORPS and NYSDEC PERMITCS)
IV. PROJECT DESCRIPTION
a) Proposed AmendmentCs)
bJ Presently Existing Faci ityCies)
v.
BACKGROUND on
THEIR MARINA
BREWERS and NEED for UPGRADING and EXPANDING
VI ADDITIONAL SUPPORTING INFORMATION
V II ALTERNAT I VES
I.
BACKGROUND of
AMENDMENTCS)
PREVIOUS APPROVALS and
the NEED for the PROPOSED
BREWER recently received Permits from the Army Corps CNo. 13490),
a Modified Permit from the New York State Department of
Environmental Conservation CNo. 10-84-0766), a New York State
Department of State Consistency Certificate CNo. F-85-254), as
wet I as the appropriate approvals from bo~h the Town of Southold
and the Village of Greenport. which were originally requested to
enable BREWER to expand and upgrade their marina in a Master Plan
Approach. Howe'ver. since the submission of the original
Appl icationCs) for the proposed ProjectCs) over two plus years ago
and receipt of J!..!..l. the necessary regulatory approvals this year,
economic and logistic factors make it necessary to seek
AmendmentCs) to the previously approved ProjectCs). The requested
AmendmentCs) being sought by BREWER consist of a modified design
of the original project which BREWER believes is more logistically
and ecoflomical Iy feasible to construct and operate.
I t is important to note that al I of the proposed modifications,
changes, and AmendmentCs) thereto are designed to be wholly within
th~:} previously atloroved waterside Reconfiauration Perimeter. The
reGontlguration ot the docks for the proposed AmendmentCs) will
not exceed the previously approved One Hundred Eighty (180) boat
slips; will not encroach or interfere with navigation in
Stirl ing Basin or in the Federal Channel; and wi' I not extend
<Page 2>
.
'.
BREWER GREENPO'"
-08/27/86
-C~RPS/NYSDEC/NYSDOS-~IT
AMENDMENTCS)
further from shore than the previously approved RECONFIGURATION
PERIMETER which is also the southern most boundary of the existing
f loa t s.
The revised excavation and bulkheading aspects of the ProjectCs)
wi I I n~t cut into the upland Cin a northerly direction) as far
as the previously approved ProjectCs). Previously, the excavation
plan was to create a deep "U" shaped basin Cextending 400' upland
from the existing bulkhead) and now BREWER proposes a
"trapezoidal" shaped boat basin which parallels the shoreline and
extends upland only approximately 220' from the existing
bulkhead. This comparison is shown on SHEET NO.5 - PROPOSED
EXCAVATION & DOCK REMOVAL, Comparison of Previously Approved Plan
& Current Proposal.
The proposed dredging Project is UNCHANGED. [See SHEET NO. 11
- MAINTENANCE DREDGING MAP, Proposed Dock Configuration.
In addl tion, deposition of the excavated and dredged materialCs)
[ w hie h w i I I be a p pro x i ma tel y 20% I e s s t h ant he 0 rig I n a I I yap pro v e d
ProjectCs)] wi I I sti I I be at the previously approved sites at
BREWER's upland, at St. Agnes Cemetery immediately west and
adjacent to BREWER's property, and at St. Agnes Cemetery adjacent
to BREWER's on the north side of Manhanset Avenue. [See SHEET
NO. 12 - PROPOSED EXCAVATION & OFF-SITE DISPOSAL AREAS - Existing
Topography; SHEET NO. 13 PROPOSED TOPOGRAPHY of RELOCATION
SITES; SHEET NO. 15 - ON-SITE DISPOSAL & GRADING PLAN.]
<Page 3>
BREWER GREE~RT
-08/27/86
:CORPS/NYSDEC/NYSDOS~RMIT AMENDMENTCS)
I I. COMPARISON OF PREVIOUSLY APPROVED vs. REVISED MODIFIED
PROPOSED PROJECTCS)
There are severa I d if ferences and s imi I ar i ties between the
previously approved Master Plan Project(s) and the proposed
Amendmenl(sl. The following chart tries to provide a summary
of lhese:
I AMENDED PLAN PROJECHS) II
MASTER I
,
I ] Previously
Proposed Approved Net
Mo d i f i cat ion ( s ) Expans ion ChangeCs)
I
Maximum Number
Boats 180 180 0%
Total Excavat ion
Cu. Yds. 44,090 I 55,250 -20% I
Sq. Ft. 86,365 115,825 -25% I
Maximum Deplh -8.0'MLW -8.0'MLW 0%
I
Tolal Dredging I I II
Cu. Yds. 10,500 10,500 0% I
Sq. Ft. 120,800 120,800 0%
Maximum Depth -8.0'MLW -8.0'MLW 0%
Total lineal Ft.
Bulkhead 1,135 1. 195 -5%
Main Dock(s) 1 ,735 1,425 + 18%
Fin ge r Pie r (s) 2,840 2,955 -4%
Ramps 84 324 I -74% II
P I Ie s
Total 173 95 +45% I
'Travelifts'
2 1 + 1 ,
II
Swimming Pool
1 0 + 1 II
Excava t ion:
Cu. Yds. 270 0 +270 I
Sq. Ft. 1 , 125 0 + 1 , 125 I
I
Boat Buildings 3 2 + 1 II
Clubhouse Sui I din 9 1 I 1 0 'I
I . I,
<Page 4>
BREWER GREENPORT -CORP~YSDEC~NYSDOS-PERMIT AMEND~TCSJ -08/27/86
The basIc differences are as follows:
1) The previously approved "un shaped boat basin extended
upland from the eXisting bulkhead approximately Four
Hundred Feet (400'). The proposed AmendmentCs) for this
aspect of the ProjectCs) proposes a 'trapezoid'
extending upland from the existing bulkhead only
approximately Two Hundred Twenty Feet C220'). This
represents an approximate 45% decrease in the distance
o f up I and ex c a vat ion from the cur r en t s h 0 rei i n e 0 v e r the
previously approved Project(s) It was previously
determined that the area to be excavated is on a
peninsula which is not considered to be a source of
fresh water for other areas therefore the previously
approved excavation of 400' upland would not interfere
wi th any source(s) of fresh water for the area.
2) The volume of material to be excavated to -8 MSL' from
the approved "un shaped boat basin was a total of
approximately Fifty-Five Thousand Two Hundred Fifty
Cubic Yards C55,250 Yds.3) whereas the proposed
Amendment for the 'trapezoidal' excavation to -8 MLW'
r e qUI res the r emo val 0 fat 0 t a I 0 f a p pro x i ma tel y
Forty-Four Thousand Ninety Cubic Yards (44,090 Yds.3),
or a reduction of Eleven Thousand One Hundred Sixty
Cubic Yards (11,160 Yds.3J, or approximately Twenty
Percent (20%) less than the original Project(s)
volume. 'The reduction in the volume of material to be
excavated wi I I provide a savings to BREWER over the
ini tial ProjectCs) cost for excavating, transporting and
disposal of the materials. In addition, it wi I I
modestly reduce the time necessary to complete this
aspect of the Project(s), and the overal I time necessary
to finish the upgrading and reconfiguration of BREWER's
facility.
3) The I a you t 0 f the f loa tin g doc k ass emb Ii e s will be
51 ightly modified, but ~ docks and pi les wi I I be
within the previously approved Reconfiauration
Perimeter.. The total number of boats wi I I not increase.
4) Two (2) travellfts wi I I be provided as opposed to one
previously approved. One (1) in-ground swimming pool
wi I I be constructed which was not covered in the
previously approved Project(s). An additional upland
building will be constructed and a club house building
wi I I be relocated.
<Page 5>
B~EWER GREENPORT -CORP~YSDEC~NYSDOS-PERMIT AMEN~TIS) -08/27/86
I I I .PROPOSED AMENDMENTIS) to ARMY CORPS and N.Y.S.D.E.C. PERMITS
To Amend Army Corps'
CertifIcation #F-85-254
fa I lows:
Permit #13490, N.Y.S.D.O.S. Consistency
and N.Y.S.D.E.C. Permit #10-84-0766 as
i) To Amend the approved One Thousand One Hundred Ninety Five
11,195) I ineal feet of bulkheadinQ to approximately One
Thousand One Hundred Thirty Five 11.135) lineal feet of
bulkhead,ng. including One Hundred Ten (110) I ineal feet of
subterranean bulkhead;
i i) To Amend the approved Fifty Five Thousand Two Hundred Fifty
Cubic Yards 155,250 Yds.3) of excavation for One Hundred
Fi fteen Thousand Eight Hundred Twenty Five Square Feet
(115,825 Ft.~) to approximately Forty Four Thousand Ninety
Cubic Yards 144,090 Yds.3) of excavatIon for Eighty SIX
Thousand Three Hundred Sixty Five Square Feet 186,365
Ft."), and
Iii) To Amend the epproved One Thousand Four Hundred Twenty Five
I 1. 425) I I n e ad fee t 0 f ma i n doc k san d Two Tho usa n d N i n e
Hundred Fifty Five 12,955) I ineal feet of finger piers lin
varying widths from 4' to 6'), with Three Hundred Twenty Four
(324) I ineal feet of adjustable ramps and Ninety Five (95)
p I I es to One Thousand Seven Hundred Th I r ty Five 11.735)
I ineal feet of main ducks and Two Thousand EiQht Hundred
Forty 12.840J I ineal feet of finQer piers lin varyinQ widths
from 4' to 6'), wi th EiQhty-four (84) I ineal feet of
adiustable ramps and One Hundred Seventy Three (173) piles.
iv) To Amend the approved relocation of a single travelift wel
to construct a wel I that accommodates two (2) travel ifts;
v) To Amend the expiration date for construction of the proposed
Proiectls) to 06/30/92.
vj) To continue the Reconfiauration Perimeter as shown on
attached SHEET NO. 10 - RECONFIGURATION PERIMETER which would
allow BREWER only to reconfiQure the docks. piles and ramps
w j t h i nth i 3 II ~~ n vel oDe ,. .
Add i! ion a Ire que s t e dAme n dme n t s tot heN. Y . S . 0 . E . C. Per m i t
V I I)
To relocate
approximately
for t y fee t
bulkhead.
an
30' x
( 40' )
exist ing
35' plus
from
upland club house facility
wood decking to be approximately
the proposed to-be-constructed
<Page 6>
BREWER GREEeRT
-08/27/86
~CORPS/NYSDEC/NYSDO~"'RMIT AMENDMENT(S)
VI I I) To construct a new upland in-ground swimming pool
approximately 25' x 45' together with associated decking,
fencing and screening approximately 40 feet from the proposed
new bulkhead and 110 feet from the subterranean bulkhead.
ix) To construct a new boat building approximately 110' x 120'
approximately 70 feet north of the proposed bulkhead.
IV BACKGROUND on BREWERS and NEED for UPGRADING and EXPANDING THEIR
MARINA.
As discussed in our 06/15/84 Letter of Support for the original
Appl ication(s) for the Project(s) BREWER is a recreationally
oriented commercial marina located on the north side of Stirl ing
Basin, in Greenport Harbor. BREWER is located in both the Town of
Southold and the Incorporated Village of Greenport, County of
Suffolk, New York. The exact location of BREWER is shown on SHEET
NO.1 - GENERAL VICINITY MAP that is attached to the Application.
BREWER has been the home for approximately One Hundred Four to One
Hundred Nine (104 to 109) recreational Iy oriented boats [fourteen
(14) on moorings plus ninety to ninety-five (90 to 95) at
docks] which range in lengths up to fifty plus feet (50+').
BREWER recently received al I regulatory approvals to expand to
approximately one hundred eighty (180) boats [see first paragraph
of 'I.' aboveJ. BREWER provides additional related marina
services including: boat repair and maintenance operations; a
20-ton travel 1ft, and wet and dry boat storage faci I ities. AI I of
these support services are designed to enhance recreational
boating actlv; ties and provide a means for publ ic access to
Stirl ing Basin, Greenport Harbor, Long Island Sound and the
Atlantic Ocean.
For the past several years, pleasure boating has represented one
of New York's fastest growing recreational activities. In order
to help accommodate this increasing demand for recreational boats,
there wi I I have to be a proportional increase in the amount of
docking faci I j ties and related services such as repair and
launching operations. The Stirl ing Basin and Greenport Harbor
are a j s no ex c e p t ion tot his i n ere as i n 9 d ema n d for pub lie ace e 5 5
to the waterfront. There are several reasons for this. some of
which include:
1 )
The V I II age of Greenpor t' sand
prox imi ty to the New York
approximately eighty to ninety (80
the Town of Southold's
metropol i tan area
to 901 mi les east;
2 )
Th~ nearby
provides easy
GardIner's Bay;
location
access
o f
to
a deep water
the Atlantic
channel that
Ocean thfough
31 Naturally-protected harbors and bays, and
<Page 7>
BREWER GREE~RT
-08/27/86
~CORPS/NYSDEC/NYSDOS"'RMIT
AMENDMENT(S)
4) A steady increase in the amount of tourism throughout the
area because of Greenport's smal I town atmosphere, seaport
ambience. and historic architecture.
The Village of Greenport and Town of Southold have always relied
greatly on the water for their primary economic base. Long ago
t his too k the for m 0 f s hip b u i I din g and c omme r cia I f ish i n g
operat ions. Unfortunately, the area is now exper iencing some
economic and employment problems. To help broaden and expand the
local economic base, the area has been supporting and enhancing a
variety of recreation and tourist activi ties. Over the years the
demand for publ ic access to recreational faci I ities has grown to
acute proportions, whi Ie the avai lable space for these faci I i ties
has decreased significantly. Since boating represents one of New
York's fastest growing recreational activi ties, the most effective
way to meet the demand. of additional docking facilities is to
up 9 r ad e and ex pan d the I i m i t e d numb e r 0 f ex j 5 tin 9 ma r j n as. T his
approach was supported by the approvals of all of the requi red
regulatory bodies for the previously approved Project(s).
In short, the proposed. modified marina redesign Project(s) at
BREWER wi I I continue to help restore and revital ize this
waterfront area for marine-related recreational uses. The
proposed Project(s) wi I I help strengthen the economic base of the
Greenport Harbor area by developing and enhancing boating-related
activi tIes which are in the spirit of Greenport's unique mari time
identl ty. In addition, including pumpout facl I ities wi th the
Project(s) will help encourage the use of an important and
sought-after sanitary waste system
V. PROJECT DESCRIPTION
a) Summary and Proieet(s) Description
1) EXCAVATE and remove a total of approximately Forty-four
Thousand Ninety Cubic Yards (44,090 Yds.3) of
materialCs) from an irregular "trapezoidal" shaped boat
basin and a fifty foot by forty foot (50' x 40')
combination 'travel ift' wel I wi thin an overal I area of
approximately Eighty-six Thousand Three Hundred Sixty
Five square feet (86,365 Ft.2) [see SHEET NO 6
PROPOSED EXCAVATION & DOCK REMOVAL];
2) REMOVE approximately Four Hundred Five (405) I ineal feet
of eXisting timber pi Ie bulkhead that extends from
existing DOCK #1 to DOCK #5, located along the present
shorel ine which wi I I be the south end of the proposed
boat basin In addi tion. approximately 46 feet of
deteriorating subterranean bulkhead wi I I be removed and
replanted as described in 113)'1 below. The excavated
bulkhead will be disposed of upland by a local carting
company at an approved location [see SHEET NO 6-
PROPOSED EXCAVATION & DOCK REMOVAL].
<Page 8>
BREWER . GREENPORT
AMENDMEN ) -081-27/86
-CORPS~YSDEC/NYSDOS-PERMIT
3) CONSTRUCT and MAINTAIN approximately One Thousand
Twenty-five (1,025) I ineal feet of new, interlocking
timber bulkhead along the entire west, north and east
perimeter of the proposed boat basin and lift wel I,
including approximately one hundred ten (110') lineal
feet of subterranean bulkheading on the southeast
shoreline. The wood bulkhead will consist of three inch
to four inch (3" to 4") thick interlocking timber
sheeting and up to fourteen inches (14") diameter pi les
driven down to a depth of approximately fourteen and
three-tenths feet below Mean Low Water (-14.3' MLW) into
firm bottom materials to provide an adequate base. In
addi tion, there wi I I be a sufficient tie-back system,
consisting of vertical anchor pi les that wi I I be
a t t a c h e d toe a c h t 1mb e r p i I e a Ion g the b u I k he a d wit h 0 n e
inch to two inch (11. to 211) diameter tie rods. No
tie-back system is envisioned in the area of the
subterranean bulkhead. The proposed subterranean
bulkhead wi I I tie into nearby sections of the proposed
bulkhead which forms the east side of the proposed basin
[see SHEET NO.3 - SITE PLAN MAP]
4) RELOCATE and EXPAND a 'travel ift' by removing one (1)
runway extension approximately Forty Feet (40') in
length, located between eXisting DOCK #3 and DOCK #4.
The proposed combined 'travelift' well (approximately
50' x 40'), wi I I be excavated along the north side of
the proposed boat baSin and WI I I be able to accommodate
both a twenty (20) ton and a sixty (60) ton' travel ift'
[see SHEET NO. 3 SITE PLAN MAP and SHEET NO.9 -
RECONFIGURATION of DOCKS, Comparison of Existing
Condi tlons & Current Proposall.
5) CONSTRUCT, INSTALL and MAINTAIN a series of new floating
pier (dock) assembl ies total ing approximately One
Thousand Seven Hundred Thirty Five (1,735) I ineal feet
of floating main pier; With al ternating Widths of
between Four feet (4') and S'x feet (6'); and One
Hundred Seventy Three (173) piles as follows [see SHEET
NO 3 - SITE PLAN MAP and SHEET NO.9 - RECONFIGURATION
of DOCKS, Comparison of Existing Condi tions & Current
ProposalL
DOCK A located on the west side of the proposed boat
basin and in the vicini ty of existing DOCKS #1 AND #2,
consisting of: a) Two (2) main lines of floats
a p pro x i ma tel y 1 gO' x 6' and 245' x 6': b) Two (2) t i mb e r
ramps approximately 12' x 3' located at the north end of
each main float: c) Six (6) finger piers approximately
40' x 4' located along the west side of the second main
float: dl One (1) dingy dock approximately 20' x 15'
located along the west side of the second main float: e)
A total of Twelve (12) finger piers approximately 40' x
<Page 9>
BREWER . GREENPORT
AMENDMEN ) -08r27/86
-CORPS~SDEC/NYSDOS-PERMIT
4 ' I 0 cat ,e d a Ion g the e a s t sid e 0 f the ma i n f loa t s, f)
Twenty Nine (29) timber piles approximately 12" in
diameter and 40' in length located at the ends of each
finger pier and main float I ines, adding stabi I ity to
the structures, g) Twenty-two (22) timber pi les
approximately 12" in diameter and 40' in length located
between finger piers to provide safe docking for larger
boats, and h) One triangular shaped walkway
approximately 6' x 20' connecting the southern edge of
the first main float to the north east edge of the
second main float;
DOCK B located in the center of the proposed boat
basin and in the vicinity of existing DOCK #3,
consisting of, a) One (1) main I,ne of floats
approximately 395' x 6'; b) One (1) timber ramp
a p pro x i ma tel y 12' x 3' 10 cat e d at the nor the n d 0 f the
main float; c) Thirteen (13) finger piers approximately
40' x 4' located along the east side of the main float;
d) Thirteen (13) finger piers approximately 35' x 4'
located along the west side of the main float; and e)
Forty (40) timber piles approximately 12" in diameter
and 40' in length, located at the ends of each finger
pier and the main float I ine, adding stabi I i ty to the
s t rue t u r e ;
DOCK C located in the center of the proposed boat
basin and in the vicinity of existing DOCK #4,
consisting of, a) One (1) primary I ine of main floats
approximately 360' x 6', b) One (1) timber ramp
approximately 12' x 3' located at the north end of the
primary float; c) Twelve (12) finger piers approximately
35' x 4' located along the east side of the primary
float; d) Thirteen (13) finger piers approximately 30' x
4' located along the west side of the primary float, e)
Thirty Nine (39) timber piles approximately 12" in
diameter and 40' in length, located at the ends of each
finger pier and the main float I ine, adding stabi I i ty to
the s t r u c t u r e ;
DOCK D located on the east side of the proposed boat
basin and in the vicinity of existing DOCK !IS,
consisting of: a) One (1) main I ine of floats
approximately 345' x 6', b) One (1) timber ramp
approximately 12' x 3' located at the north end of the
main float; c) Two timber ramps approximately 2' 6" x
11' extending north and south off a fixed deck located
approximately 15' north of the ilL" shaped service dock.
d) Twelve (12) finger piers approximately '30' x 4'
located along the east side of the main float; e) Two
(2) secondary main floats approximately 100' x 6'
located paral lei to one another and extending from the
east side of the primary float, f) Three (3) finger
piers approximately 25' x 4' located on the north side
of the
<Page 10>
BREWER ~ GREENPORT
AMENDME~S) -08127/86
-CORP.YSDEC/NYSDOS-PERMIT
southernmost secondary float; g) Two (2) finger piers
approximately 40' x 4' located on the south side of the
southernmost secondary float; and h) Thirty One (31)
timber pi les approximately 12" in diameter and 40' ih
length located at the ends of each finger pier and along
the primary and secondary float I ines, adding stab. I Ity
to the sltructures, and
ONE Cl) "L" SHAPED FLOATING SERVICE DOCK located on
the easl side of the proposed boat basin and immediately
south 01 the proposed subterranean bulkhead consisting
of: alOne Cl) I ine of floats approximately 25' x 6'
located parallel to the proposed bulkhead, and b) Seven
(7) timber pi les approximately 12" in diameter and 40'
in length located at the end and along the side of the
service Iloat, adding stability to the structure
6) MAINTENANCE DREDGE the irregularly-shaped area, as
previously approved, which is approximately One Hundred
Twenty Thousand Eight Hundred Square Feet 1120,800
Ft.-) to an average depth of eight feet below Mean Low
Water 1-8' MLWl and remove approximately Ten Thousand
Five Hundred Cubic Yards 110,500 Yds.3) of material,
AS MEASURED IN PLACE, lapproximately 10.050 Yds.3 from
an area within the Village of Greenport and 450 Yds.3
from within the Town of Southoldl [see SHEET NO. 11 -
MAINTENANCE-DREDGING MAP, Proposed Dock Configuration].
The area. to receive maintenance-dredging is located
throughout the existing docking faci I Ity and includes
the additional water areas lapproximately 23,960 Ft..)
that are required for the proposed pier configuration.
All maintenance-dredging act.vities will be undertaken
by clamshell and barge and/or drag line operations. The
material being dredged wi I I be placed on BREWER's upland
property, semi-dried and then relocated as part of No.8
below; and
7) UPLAND RELOCATION of the EXCAVATED and DREDGED
MATERIALlS): There wi II be a total of approximately
Fifty-Four Thousand Six Hundred Cubic Yards 154,600
Yds.3) of material removed from the ProjectCs) site.
T his i n c Iud e sap pro x i ma t e i y For t y - F 0 u r Tho u. and N i net y
Cubic Yards C44,090 Yds.3) of material being excavated
from the proposed boat basin, and approximately Ten
Thousand Five Hundred Cubic Yards 110,500 Yds.3) of
mater.al removed by the maintenance-dredging
ope rat. 0 n S . A I I 0 f the d red g e d ma t e ria I s w I I I be mix e d
with thl~ materials being excavated and deposited upland
at three (3) di fferent locations. The proposed disposal
sites a,'e: 1) On-site disposal of approximately 2,500
to 3,500 Cu. Yds., 21 Approximately 10,000 to 11,500 Cu.
Yds. wi I I be deposi ted in St. Agnes Cemetery located
Immedlat"ly west and adjacent to BREWER's property to
<Page 11>
BREWER GREENPORT
AMENDMEN~) -08r27/86
-CORPS~YSDEC/NYSDOS-PERMIT
increase the average ground elevation by approximately
2' to 4'; and 3) Approximately 42,100 Cu. Yds. will be
deposited on an undeveloped 11.8 acre site in St. Agnes
Cemetery, adjacent to BREWER's on the north side of
Manhanset Avenue. No fi I I wi I I be placed within
twenty-five feet C25') of any freshwater wetlandCs) and
a snow fence wi I I be placed during construction to
delineate such wetlandCs) [see SHEET NO. 12 - PROPOSED
EXCAVATION & OFF-SITE DISPOSAL AREAS, Existing
Topography; SHEET NO. 13 PROPOSED TOPOGRAPHY of
RELOCATION SITES; and SHEET NO. 15 - ON-SITE DISPOSAL &
GRADING PLAN].
8)
RELOCATE an existing upland club house
x 35' plus additional decking 20 feet
bulkhead to approximately 70
to-be-constructed bulkhead [see SHEET
MAP] .
approximately 30'
from the existing
feet from the
NO.3 - SITE PLAN
9) CONSTRUCT an upland in-ground swimming pool
approximately 25' x 45' plus accompanying 10' cement
apron, fencing, and, screening approximately 40 feet
from the proposed new bulkheading [see SHEET NO.3 -
SITE PLAN MAP!.
10)
CONSTRUCT an
b u i I din g , ma s t
a p pro x i ma tel y
from the new
PLAN MAP!.
upland boat maintenance and storage
shed and bathroom faci I itles total ing
110' x 120' located approximately 75 feet
proposed bulkhead [see SHEET NO.3 - SITE
11) CONTINUATION of a Reconfiauration Perimeter Condition
which would allow BREWER to continually change only the
location(s), width(s), and number(s) of pi le(s), dockCs)
and rarnpCs) wi thin the Recenf iauration Per imeter
"envelope" [shown on the SHEET NO. 10 - RECONFIGURATION
PERIMETER dated 07/29/86 prepared by DANIEL S. NATCHEZ
and ASSOCIATES, Inc.] provided that the number of boats
would not exceed one hundred eighty (180) and no
additional bulkheading, dredging, excavation or filling
could take place without the prior required regulatory
approval(s).
12) A PERMIT CONSTRUCTION PERIOD expiring 06/30/92.
b) Presentlv Existina FacilitvCies)
REMOVE the existing floating pier assemblies as follows:
i)
DOCK .1 located on the
consisting of: a) One
approximately 60' x 8';
located on the south end of
west side
(1) ma i n
and b) One
the dock;
oft he ma r i n a .
I ine of floats
( 1) t i mb e r p I I e
<Page 12>
BREWER GREENPORT
AMENDMEN.l -081'27/86
-CORPS~YSDEC/NYSDOS-PERMIT
i 1 DOCK #2 located on the west side of the marina,
consisting of: a 1 One (1 ) ma i n line of floats
approximately 184 ' x 6' ; b) One (1 ) II T" head float
approximately 60' x 6 ' located perpendicular to the
south end of the main f loa t I In e i c) Eleven (11 ) finger
pie r s approximately 25' x 4 ' located along the east and
west sid e s of the main f loa t ; d) One ( 1 1 float
approximately 45 ' x 5 ' located perpendicular to the
no r t h end of the main f loa t ; and e) Thirteen ( 13) t imbe r
pi Ie s located at the ends of each finger pie r and "T"
head f loa t ;
i il DOCK #3 located on the west side of the marina,
consisting of: a) One (1) main I ine of floats
approximately 140' x 6'; b) One (1) "T" head float
approximately 60' x 6' located perpendicular to the
south end of the main float I ine; c) Ten (10) finger
piers approximately 25' x 4' located along the east and
west sides of the main float; d) Two (2) finger piers
approximately 35' x 4' located perpendicular to the "T"
head float; e) One (1) float approximately 45' x 5'
located perpendicular to the north end of the main
float; and fl Fourteen (14) timber piles located at the
ends of each finger pier and IIT.I head float;
ivl DOCK #4 located on the east side of the marina
consisting of: a) One (1) main line of floats
approximately 114' x 6'; b) One (1) "T" head float
a p pro x i ma tel y 60 ' x 6' 10 cat e d per pen d I cui art 0 the
south end of the main float I ine; c) S'x (6) finger
pie r sap pro x i ma tel y 28' x 4' 10 cat e d a Ion g the e a s tan d
west sides of the main float; d) One (1) float
approximately 45' x 5' located perpendicular to the
north end of the main float; and e) Eight (8) timber
pi les located at the ends of each finger pier and "T"
head float; and
vl DOCK #5 located on the east side of the marina,
consisting of: a) One (1) main I ine of floats
approximately 114~ x 6'; b) One (1) "T" head float
approximately 60' x 6' located perpendicular to the
south end of the main float I Ine; c) Six (6) finger
piers approximately 28' x 4' located along the east and
west sides of the main float; dl One (1) float
approximately 45' x 5' located perpendicular to the
nor the n d 0 f the ma I n f loa t; and e lEi g h t (8) t 1mb e r
pi les located at the ends of each finger pier and IITII
head float.
<Page 13>
BREWER GREENPORT
-CORP~YSDEC~NYSDOS-PERMIT AMEND~TCSJ
-08/27/86
VI. ADDITIONAL SUPPORTING INFORMATION
Impact on Fresh Water Supply
A I I age n c i e s pre v i 0 us lye x am i n e din de p t h the po s sib I e a d v e r s e
impactCsJ on the fresh water supply and concluded that the
previously approved and more extensive ProjectCsJ wi I I have
I ittle, if any, effect on the fresh water supply. The proposed
revised modified ProjectCsJ wi I I have even less of an effect
because of the difference in size of the ProjectCsJ.
Any excavation Project in this region of Long Island must be
undertaken in a manner that WI I I insure that the Project wi I I not
deplete and/or endanger the area's fresh water supply. The
avai labi I i ty of fresh water throughout the region has become the
subject of recent concern. and several reports and analyses have
shown that future development in the Greenport/Southold area
s h 0 u I don I y be a I I owe d i f the r e wi I I not be any d a n g e r tot he
local fresh water supply. BREWER shares these concerns and has
conducted various tests and consul ted with notable professionals
to make sure that there wi I I be no adverse impacts as a result of
the proposed excavation ProjectCs).
As can be seen from the attached SHEET NO.1 - GENERAL VICINITY
MAP, BREWER is located on a peninsula that was created as a resul t
of major excavation Project(s) that were undertaken over time.
These existing canals and boat basins "culll much further inland
than the proposed "t rapezo i da I" ex cava t i on proposed a t BREWER.
Thus, in several are~sr the existing sal t water/fresh water
interface protrudes Inland a greater distance than the proposed
excavation ProjectCsJ at BREWER. In addition, the peninsula is
almost entirely served by the V, I lage of Greenport Water Uti I ity's
piped water. There are no public wells or publiC well fields
within Four Thousand Five Hundred Feet C4,500'J of the ProjectCs)
si Ie. The peninsula is considered by many to have been el iminated
as a source of fresh water supply for other areas because of the
previOUS excavations and the low water table contours. For these
reasons, the proposed ex cava t i on Pro j ec t (s) a t BREWER cannot be
considered as "inland" excavation.
According to Robert A. Villa. P.E. Chief Engineer for the Suffolk
County Division of Environmental Heal th, professional hydrologists
from the Suffolk County Health Department conducted a field
inspection and reviewed the previously approved ProjectCsJ which
extended into the upland Forty-Eight and Two-Tenths Percent
C48.2%) further than the presently proposed Amendment!s) Their
conclusion is. that:
II Sin c e
rea I I Y
Coun tyJ
the peninsula where
a source of the Vi
have no objections to
the Project is located is not
I I age wa t e r sup ply, we (S u f f 0 I k
the proposa I..."
'Page 14>
BREWER
-08/27/86
GREENPO.
-C~RPS /NYSDEC/NYSDOS'-WM IT
AMENDMENTCS)
A summary of their report was attached to the Application.
Furthermore, H2M which is the consulting engineering firm for
t h" V i I I age 0 f G r e e n par tan d the V i I I age 0 f G r e e n po r t Wa t e r
Ut, I ity has determined that the proposed excavation Project(s)
wi I I not have a substantive impact on the fresh ground water
storage. Again. the primary reason for this is that the
Project(s) site is located on a peninsula and is completely
isolated from thE> Village of Greenport water supply's existing
wel Is. The H2M report is included as part of the original
Application. In addition, Malcome Pirnie, which was the major
author of the 1967 study of the Southold and Greenport areas for
fresh water resources has been taking part in other current
studies updating their knowledge of the demands of the area. In
their letter of August 2, 1984 (copy ~reviously suppl ied), they
state II. _ .Based on our evaluation of existina data. we feel
t hat _ . the II _ .J:> rOD os e d Pro i e c t ( 5) wi I I h a v e ami n j ma I n e a at i ve
impact on the fresh water resources of the oeninsula where the
marina basin is to be si ted. We are also of the opinion that the
.Q..!_.oposed Proiect's) would not cause sal t water encroachment to
maior fregh water resources of the North Folk and should not
threaten publ ic water supply sources The Project(s) does not
constitute an lIinland excavation" and we concur with Robert A.
Villa, Chief EnQineer of the Division of Environmental SCDHS that
there should be no obiection to the proposal II
In recent years some of the tidal creeks and coastal areas have
be., n par t I a I I Y f !I I led wit h d red g e d a n oj 0 the r ma t e ria Is, I n c Iud I n g
most of the area of the proposed excavation ProjectCs). Other
areas 01 the peninsula on al I Sides 01 the Project(s) were
excavated further into the peninsula than the proposed
Project(s). These excavations al lowed the salt/fresh water
interlace to be significantly further into the peninsula than (and
on al I sides of! the proposed Pro)ect(s!. Consequently, the
peninSUla has not been, and the ProjectCs) area has never been, a
dependable resource for fresh ground water because of the natural
configuration.
In order to maintain the integri ty of the fresh water/salt water
Interface, BREWER proposes to undertake the Project(s) with the
Ug" of tight interlocking wood sheeting for the bulkhead. The
bulkhead wi I I be constructed around the entire area being
ex c a vat e d and will I ex ten d I r om a he I g h tal a p pro x i ma tel y Six Fee t
above Mean Seal Level (+6' MSLJ, to approximately Ten Feet below
Mean Sea Level (-la' MSLJ.
Imoact on Marsh Area
A recent 5i te inve$tigation indicated that a section of the marsh,
from its south west corner back to an existing deteriorated
subterranean bulkhead, had begun to wash away. The amendments to
the previously approved project(sJ include replacing the
deteriorated existing subterranean bulkhead and extending the new
subterranean bulkhead to stabi I jze the southern edge of the
'Page 15>
BREWER
-08/27/86
GREEN PORe
-C~RPS/NYSDEC/NYSDOS-P~IT
AMENDMENT(S)
existing marsh area. The proposed subterranean bulkhead wi I I be a
protective barr,er to prevent further erosion of the marsh due to
storms, natural tidal action, backwash from boats passing through
Stirl ing Basin and act.vi ties at the publ ic boat launch directly
east of the marsh.
The proposed subterranean bulkhead wi II not Involve any ex"avation
or filling of ar,.as near the marsh. The t,mber sheeting will be
supported by a series of pi les and the subterranean bulkhead WI I I
be anchored to the bulkhead that forms the east wall of the
proposed boat basin. Therefore, none of the upland Marsh area
wi I I be disturbed for bulkhead anchoring purposes and the proposed
subterranean bulkhead wi I I help to preserve the marsh in its
present condi tion.
Impact on Naviaation
All regulatory ,agencies previously examined the
navigation and determined that the previously approved
would not interfere with navigation in the area.
impact on
Project(s)
The proposed revised modified Project(s) does NOT extend past
the previously approved RECONFIGURATION PERIMETER boundaries for
the floating pier assembl ies and the proposed changes wi II not
encroach on or interfere with navigation in Stirling Basin. This
Includes the Federal Basin located an average of approximately
Sixty Feet (60') from the south end of the proposed docking
faci I i ty and the Federal Channel located approximately Three
Hundred to Four Hundred Feet (300' to 400') south of the proposed
floating pIer assemblies. The reconfiguration of DOCK C on the
east side of the marina, wi I I not extend any farther into Stirl ing
Basin than the overall lengths of the two (2) existing docks (DOCK
#4 AND #5) currently located in this area.
Upon completion, the west side of the marina (DOCK A and DOCK B)
wi II be extended approximately Forty-Five Feet (45') and wi II
cover an additional water area of approximately One-Quarter (1/4)
acre. It should be noted, however, that boats being moored along
the southwest end of the proposed docking faci I ,ty(ies) [DOCK A
and DOCK BJ, will still be further away from the north side of the
Federal BasIn than the existIng and authorized lengths of DOCKS #4
and #5 located on the east side of the marina. In addi tion, the
proposed lengths of DOCK A and DOCK B on the west side of the
marina, wi I I be increased to the point where they form a straight
I ine with the ends of docks on the east side of the property (DOCK
C) and wi th the docks located at Stirl ing Harbor Marina located
approximately SIX Hundred Feet (600') west of BREWER.
BREWER IS aware of the fact that there are several under water
land grants withIn Stirling Basin. Upon completion of the
reconflguration Project(s), the new docking faci I i ty wi I I be an
average of approximately Fifty Feet (50') shoreward of the Two
Hundred Ninety-Three Thousand Three Hundred Seventy Square Foot
<Page 16>
BREWER
-08/27/86
GR'EENPO_
-C~RPS/NYSDEC/NYSDOS-P'lrIT
AMENDMENTCS)
C293,370 Ft..) parcel of under water land that was granted to
Herbert Fordham on May 18,1934. In addition, the new docks will
range from approximately Forty Feet to One Hundred Feet C40' to
100') shoreward of the Pier and Bulkhead Line that was approved by
the Secretary of War on January 5, 1894, As can be seen from the
attached maps CSHEETS 15 and 17), the Pier and Bulkhead Line
appears to be in the same relative location as the Feder,al Basin
Line.
In return for the previously approved expansion on the west side
of the marina, BREWER has already removed al I Eleven Cll)
single-swing moorings located immediately south of the existing
docking faci I i ty, returning the area to the Vi I lage of Greenport.
These Eleven Cll) single-swing moorings previously occupied a
water area of approximately Two and One-Quarter C2.25) acres.
Furthermore, since only One-Quarter C.25) acres of water space
Will be required for the extension of the docks on the west side
of the marina, the removal of the single-SWing moorings has
provided an additional Two (2) acres of water space available for
navigation in this area.
Upland Relocation of Excavated and Dredaed MaterialCs)
The proposed upland relocation of excavated and dredged
materialCs) wi I I be identical to that previously approved but wi I I
be Twenty Percent C20%) less than the previously approved
excavation ProjectCs). Excavated materialCs) from the boat basin,
'travel ift' wel I, and al I maintenance-dredged materialCs) wi I I
total approximately Fifty-Four Thousand Five Hundred Ninety Cubic
Yards C54,590 Yds.3) to be removed from the ProjectCs) site. Of
this, approximately Ten Thousand Fifty Cubic Yards Cl0,050
Y d s .3) wi I I be from ma i n ten a n c e - d red gin g wit h i nth e V i I I age 0 f
Greenport, Four Hundred Fifty Cubic Yards C450 Yds.3) from
maintenance-dredging within the Town of Southold, Thirty Nine
Thousand Six Hundred Sixty Cubic Yards C39,660 Yds.3) from
upland excavation within the Town of Southold, and Four Thousand
Four Hundred Thirty Cub.c Yards C4,430 Yds.3) from upland
excavation within the Village of Greenport. Approximately Two
Thousand Five Hundred to Three Thousand Five Hundred Cubic Yards
C2,500 Yds.3 to 3,500 Yds.3) of these materialCs) will be
relocated on-site in order to attain the proper elevationCs) and
contourCs) for improving the drainage patterns and for
accommodating the additional related activities such as automobile
parking, boat storage, boat repair and maintenance services.
Currently there is a difference of approximately Five and One-Half
Feet C5.5') in elevation from Manhanset Avenue to the water's
edge. Unfortunately. there are a few "Iow" areas throughout the
site that have created minor drainage problems dUring periods of
heavy rainfal I _ The most apparent "Iowll area is approximately One
Hundred Twenty Thousand Square Feet C120,000 Ft..) located along
the west side of the property and includes the east side of St.
Agnes Cemetery. The average elevationCs) throughout this area
<Page 17>
BREWER
-08/27/86
GREENPO.
-C~RPS/NYSDEC/NYSDOS-P~MIT
AMENOMENTCS)
range from approximately Two to Four Feet above Mean Sea Level
(+2' to +4' MSL) This areawillbebuiltuptoanaverage
ground elevation of approximately Five to Seven Feet above MSL
(+5' to +7' MSL). It is desired to have the entire site at a
relatively flat elevation so there wi I I be no major constraints
for parking and winter boat storage purposes. AI together there
wi II be approximately Twelve Thousand to Fi fteen Thousand Cubic
Yards (12,000 Yds.' to 15,000 Yds.') of material(s) deposited
on-si te and along the east side of St. Agnes Cemetery which is
contIguous to the area that needs to be fi I led along the west side
of BREWER.
In addition, there is a smal I
(Spartina ~.) located in the
corner of the si te. NO FILL
TWENTY-FIVE FEET (25') OF THE MHW
condition wi 1 I help insure the
intertidal marsh zone.
section of tidal
east side towards
WILL BE PLACED
LINE IN TH I S AREA.
productivity of
marsh grass
the southern
ON OR WITHIN
ThiS special
this sensi live
Most of the material being removed [approximately Forty One
Thousand Cubic Yards (41,000 Yds.')], wi I I be transported across
Manhanset Avenue to a site located directly across from BREWER.
AI I of the material(s) Wi I I be trucked into the primary relocation
Sl te at a point directly across from BREWER's entrance drive on
Manhanset Avenue. ThiS undeveloped Eleven and Eight-Tenths (11.81
acre si te is owned and maintained by St Agnes Church and wi I I be
used as a future cemetery once the area has been upgraded and
improved.
In order for this site to be used as a future cemetery, however, a
larg~ amount of fi I I wi I I first be needed to increase the average
elevation(s) throughout the property. As can be seen from the
attached TOPOGRAPHIC MAP, there is an extensive low area
throughout the site which is approximately One Hundred Ninety-Five
Thousand Square Feet (195,000 Ft.2), or Four and One-Half (4.5)
acres in size. The site is primarily an old field which is
bee om i n g 0 v erg row n wit h d i ve r s eve get a t ion. The mo s t
distinguishable environmental feature is a smal I fresh water pond
approximately Two to Three (2 to 3) acres in size, depending on
the amount of ralnfat I and subsequent ground water elevation. The
pond is located on the south edge of the si te and along Manhanset
Avenue. St Agnes Church real jzes the environmental and aesthetic
value of this pond, and wishes to accentuate this area as a major
focal point around which the cemetery wi I I be developed.
Absolutely NO FILL MATERIAL WILL BE PLACED ON OR WITHIN
TWENTY-FIVE FEET (25') of this pond. Thus, the pond wi I I be
completely protected and even enhanced.
The northern boundary of the primary disposal si Ie is comprised of
d earth dike that was constructed several years ago to retain a
large quantity of dredged spoi Is. This previous disposal sl te is
currently undeveloped. and has an average elevation of
approximately Two and One-Half to Four Feet above MSL (+2.5' to
<Page 18>
BREWER
-08/27/86
GREENPOit
-C~RPS/NYSDEC/NYSDOS-P~MIT
AMENOMENTCSI
+4' MSLI. This area wi I I serve as the pr imary drainage basin for
the northwest section of the proposed relocation site.
The western edge of the primary disposal site is delineated by a
tidal marsh that forms a natural and scenic boundary between St
Agnes Cemetery and the already developed Stirl ing Cemetery.
Similar to the fresh water pond, St Agnes Church is aware of the
significance of this intertidal marsh zone. In order to protect
this area. NO MATERIAL WILL BE DEPOSITED WITHIN TWENTY-FIVE FEET
(25'1 OF THE EDGE OF THE HIGH WATER LINE.
The remaining Eight plus (8+1 acres of upland are gradually
becoming overgrown with small trees, shrubs and various plants
that are common throughout Eastern Long Island. The vegetation
includes: black locust, black cherry. red maple, red cedar. grey
birch and oak. The more open sections of the field are dominated
by: bay berry. poison ivy, golden rod and switchgrass. In
addi tion, the site is frequently used as a dumping ground for al I
kinds of rubbish. including old tires. furniture, etc.
As can be seen from the attached SHEET NO. 13. PROPOSED TOPOGRAPHY
of RELOCATION SITES. the new topography of the primary relocation
site will not exceed an elevation of approximately Fifteen Feet
above MSL (+15' MSLI. In addi tion, the si te wi I I be graded to an
approximate Six Percent (6%1 slope. The resul ting drainage
pattern has been designed to channel runoff towards the fol lowing
areas:
II The previous spoils area located on the north
side of the si tel
21 The fresh water pond located on the south edge
of the site; and
31 The salt marsh located on the east side of the
sit e .
The fresh and salt water ponds as wel I as the previous spoi Is area
wi I I act as retention basins for the anticipated runoff from the
disposal site. Drainage swales will be graded to help channel the
runoff toward these natural retention areas. In addi tion. the
drainage swales WI I I be revegetated wi th grass to help protect
against erosion and sedimentation by reducing the velocity of
flow. Also. vegetative measures will be used to provide a
temporary cover to help control erosion during construction. The
temporary vegetation wi I I consist of mulch and/or perennial rye
grass which are frequently used to protect recently constructed
slopes. These types of protective ground cover wi I I help reduce
runoff by allowing' more water to infiltrate the sOil. In
addi tion, mulch and other forms of temporary cover are essential
for establ ishlng good stands of grasses by reducing the loss of
soil moisture by evaporation, holding seeds and fertilizer in
place. and reducing seedl ing damage from the heaving of the soi I
caused by freezing and thaws. During construction fi I I material
<Page 19>
,
BREWER
-08/27/86
GREENPO~
-C~RPS/NYSDEC/NYSDOS-P4IrIT
AMENDMENTISJ
wi I I only be placed in one area at a time to avoid having a large
area bare and unprotected. As construction is completed in one
area, grading wi I 1 then proceed to another.
In short, the primary relocation site does not represent a
significant or critical environmental habi tat. In addi tion,
because of its prox.mi ty to BREWER (approximately Fifty Feet ISO')
south, across Manhanset Avenue], al I trucking operations to and
from the area wi I I not cause any disturbance to any of the nearby
residents. A temporary access drive into the site wi I I extend
directly across from the existing entrance drive at BREWER's.
There are no obstructions or tight curves at this point along
Manhanset Avenue.
VI I .ALTERNATIVES
Upon investigation, it IS clear that the proposed Amendmentls) to
the previously approved Projectls) offer the most practical and
economically viable approach for BREWER to meet the increasing
demand for publ ic access to the waterfront. Given the existing
design and marina configuration, we find the proposed Amendmentls)
to the previously approved Project(s) is a more practical and
economical plan for upgrading BREWER's docking faci I ities and
provide 51 ip space for the recreational Iy-oriented boats in the
area which are increasingly .n demand by the publ ic.
Several al ternatives were considered and found to be
unacceptable. If no excavation or dredging takes place, the only
way to increase the amount of docking faci I ities would be to
extend existing docks into the Federal Basin. This alternative is
completeiy unacceptable since the docks would interfere with
navigation in the Stirl iog Basin.
Another
docking
Basin
property
owners.
unacceptable alternative would be to extend the existing
faci I ity along the east and/or west shorel ines of Stirl ing
beyond the littoral Iriparian) boundaries of the marina's
and directly in front of their neighboring property
Another alternative that was considered was to undertake a smaller
Projectls), ei ther by cutting back the excavation of the boat
basin to only one-half or one-third 11/2 or 1/3) the total
distance that is currently proposed, or by reducing the extensions
of DOCKS A and B by Forty-Five feet 145') At the present time
there are long wai ling lists for 51 ips at the marina. In fact.
the proposed increase In the number of sl ips upon compietion of
the ProJect Is) [approximately Eighty 180lJ, wi I I actually be les.
than the current demand. In short. the scale of the proposed
Project Is) is at a point where there would not be a reasonable
economic payback or justification jf there was any reduction in
the size of the proposed boat basin and/or the number of boat
31 ~ps.
<Page 20>
BREWER
-08/27/86
GREENPO_
-C~RPS/NYSDEC/NYSDOS-P~IT
AMENDMENTCS)
The alternatives to bulkheadlng around the proposed boat basin
would be stone riprapping. or leaving the slopes bare and
unprotected. These al ternatives are impractical for several
reasons. By using stone riprap or leaving the banks unprotected.
a much larger basin would have to be excavated in order to
construct the same number of boat 51 ips that are currently
proposed. The reason for this is that bulkheading allows full use
of the adjacent waterfront. whereas rlprap would have to be placed
along a sloping bank which results in additional space that cannot
be used for boat mooring purposes. An unprotected shorel ine would
erode quickly. resul ting in increased si Itation and maintenance
costs The accumulation of si I t that is caused by eroding banks
reduces the effectiveness of floating docks. AI50, protection of
the fresh water/salt water interface would be much less effective
as c omp are d wit h the pro p 0 5 e d b u I k he ad.
Alternat,ves to the proposed subterranean bulkhead along the South
east corner of the proposed boat basin would include, stone
riprap. dredging the edge of the area to bui Id a typical bulkhead
or leaving the South west corner of the marsh unprotected and let
the existing subterranean bulkhead continue to deteriorate. Using
stone riprap would affect a larger area of land both above and
below the water resulting in less available space for docks. A
t Y piC a I b u I k h e a d b u i I t a Ion g sid e the ma r 5 his not a c c e p tab I e
because the dredging and anchoring systems required for the
structure would greatly disturb the marsh. If BREWER leaves the
marsh edge unprotected. and falls to repair or extend the eXisting
subterranean bulkhead the entire southern edge of the marsh wi I I
continue to erode due to tidal action, storms backwash from boats
and activity at the publ ic boat launch directly east of the marsh.
The al ternative for the siting of the swimming pool in the
proposed location, is not to have a swimming pool or to place same
on the north side of the boat sheds. Placing the pool on the
north side of the boat sheds wi I I prevent interference with
automobile parking during the summer and boat storage during the
win t e r . No I h a v i n gas w i mm i n g pool w 0 u I d de p r i vet he p a I r 0 n 5 0 f
BREWERS of an esthetic enhancement which has been proven to be a
desi rable asset to other marinas in the area.
The al ternatlve to the siting of the new proposed boat bui Iding
would be to place same in a different location. Any other
location would not be conducive to efficient operations of the new
proposed travel lifts and would also create problems in both the
s umme r t r a f f j c f Iowan d par kin gas we I I as win t e r s tor age.
Finally. the only other al ternatlve avai lable 10 BREWER would be
to not expand and upgrade their marina doing nothing at
al I ThiS alternative is completely unacceptable if one of our
major goals is to help satisfy the increasing demand for public
access to the waterfront In addl tion, from the standpoint of the
local economy, this alternative would be unfortunate. The
inabi I i ty of a commercial marIna to upgrade, expand and increase
<Page 21)
BREWER
-08/27/86
GREENPOit
-CORPS/NYSDEC/NYSDOS-P~MIT
AMENDMENTCS)
the amount of docking fac~ I I t le5 as demand for them Increases.
would force the recreational boaters to look elsewhere for
avai lable docking space Ttlis would resul t ~n the [OS5 of whdt
could have been a substantial gain for the local economy. BREWER
has estimated that approximately Fifteen (15) temporary jobs will
be created during the construction phase of the ProJectCs), and
approximately Fifteen to Twenty C15 to 20) full-time jobs ran
increase of Three Hundred Percent (300%)] WI I I be created on
camplet Ion of the ProjectCs)
In short we bel ieve the proposed AmendmentCs) to the previously
approved Projectes) WI I I I as or Iglnal Iy proposed and previously
approved, enhance the aesthetic and economic value of the waterfront.
These ProJectCs) WI I prevent the area from decaYing and/or being used
for purposes which would resul t In a loss of pub! ic access to the
waterfront
Wi: would
excavated
Firs t ,
Second. i t
It W I I I
Pro J e G t C s )
I i k e
mater
to emphasize
ialCs) woulo
I I reduce
reduGp. the
the averal
the reductIon In the volume of the
resul In a three-fold posi tive impact:
the area of envl ronmental disturbance;
In! t ial cost of the Project(s); and, Thi rd
logistical complexi ty to completd the
I t wi
WI I I
reduce
Therefore. we
AmendmentCs)
approval of
que5t ions you
Amendmen t (s)_
respectfully request a prompt review of the proposed
to the previously approved Projectes) and a prompt
same_ We would be pleased to meet WI th you to answer any
may have or to dIscuss in greater detai I the proposed
W, th warm regards.
Sincerely.
DANIEL S. NATCHEZ and ASSOCIATES. Inc.
By:
DSN/ I Jm
Enclosures
cc: Brewer Yacht Yard at Grdenport. Inc.
Town of Southold
Vi I lage of Greenport
<Page 22>
.
NEW YORK STATE DEPARTMENT or STATE
COASTAL MANAGEHENT PROGRAM
.
Federal Con~i$tency Assessment Form
cOpy FOR YOUR
INFORMATION
An applicant. seeking a permit, license, ".her. certification or similar type of approval from II fedenll IgeFlcy
""lch is subject to the New York State Coastal Management Progf8m (OHP). sha'1 complete this assessment form for any
proposed activity that Rill occur within and/or directly affect the State'. Coastal Area. Th1, form 1s intended to
assist an applicant in certifying that the proposed activity is consistent with New York State's CMP 15 required by
U.S. DepartJnent of COImIcrce regulatfof'ls (15 eFR 930.57). It should be completed at the time .men the federal
appHclItion is prepared. The l:lepartment of State "ill use the completed form a"d accompanying information in It:!>
review of the applicant':. certlfication of con:.lltency.
A. APPLICANT
1. Name:
BREWER YAa-rr YARD at GREENPORI', Inc.
(plene print)
2. Address: Hanhanset Avenue & Beach Road, Greenport, NY 11944
3. Telephone: Area Code (51p 477-9594
B. PROPOSED ACTIVITY
1. Brief description of activity: Amendina N.Y.S.D.D.S. Consistencv r.F!rt ~F-RS-2S4 CYlvp.rinn
previous lv-approved excavation. bulkheadincr. rna.intp.naI1ce-dred.oi no. and rF!r.nnfi \}llri'lti nn of
floating pier assanbly Project (5) .
2. Purpose of activity: To AMEND oreviouslv-aooroved M:::xlified Ma!';tp-r Plan Prn-;F!r.tl!';)
3. location of activity:
Village of Greenportl
'ITS':::R sf f:8~lei
City, Tow" or Village
Manhanset l\ye. & Beach 1'4.
GL"::"'l~ fu...... "
St.ree ~ Site Description
~1,f'f',....11.-
County
.. Type of federal permft/licel1:.e required: Aurrr Corps. of Enoineers
Permit
5. Federal~nlJ'llber, if know,,: M::xli:f;ied pennit .#~3490
6.
If a state permit/lice~'se Wll:. issued or is required
provide the application or permit number, if kn~n:
for the proposed Ictivity, identify the state agency and
N.Y.S.D.F. r.. MnnifiAn Pprm;r iln-Ad-n7~~
c.
COASTAL ASSESSMENT Check e"lther ''Yes'' or "No" for each of the following questions.
question refer to the po1ic:ie5 described in the CMP document (see footnote on page
the propo:.ed activity.
The number:. f0110"ing each
2) fthi ch may be affected by
1. Will the proposed Ictivity ~ t" a"y of the following:
e. large phY5ical change to a site within the coastll area Which "ill require the
preparation of In environmental impact statement? (11.22,25.32.37,38,41, _3)...........
b. Phy~lcal alterltion of more than two Icres of llnd alo"g the shoreline, land under
water or coastal waters? (2, 11, 12, 20, 28, 35, .4NmDING-G::EHP:.~5-Z5~.......... ~
c. Revitalization/redevelopment of e deteriorlted or underutilized wlterfront site? (1)........ ~
d. Reduction of existing or potential public Iccess to or along coastal waters? (19. 20).......
e. Adverse effect upon the commercial or recreationll use of coastal fish resources? (9, 10)...
f. Siting of a flcility e5sentiaf to the explorltion, development and production of energy
resources in coastal waters or on the Outer Continental Shelf? (29).........................
g. Siting of I flcflity essential to the generation or transmission of energy? (27)............
h. Hining, exclvation. or dredging activities. or the pllcement of dredged or fill materials
in cOllstal "aters? (15, 35)..~;LNG.Q;RI'.....#.i'rS5...264................................ ~
t. Discharge of toxics. hazardous substances or other pollutlnts into coastal waters? (15, 35).
j. Draining of stormwater runoff or le"er overflows into coastal ,,"ters? (33)..................
k. Trllnsport. storlge. treatment, or disposal of solid wastes or hlzardous materills? (36, 39).
1. Adverse effect upon. land or "ater uses within the Stlte's small harbors? (4)...............
2. .'11 the proposed activity affect or be located in, on. or Idjacent to any of the following:
e.
b.
State designated freshwater or tidal wetland? (44)..........................................
Federl1ly designated flood and/or stlte designlted erosion hazard area? ('1, 12, 17)........
Stllte designated significant fish and/or wildlife habitat? (7).............................:
State designated significant scenic resource or Irea? (21t}..................................
State designated inlportllnt Igricultural lands? (26).........................................
Beach, dune or barrier island? (12).........................................................
Major ports of Alb~ny, Buffalo. Ogdensburg, Oswego or Ne" York? (3).........................
State, county, or local park? (19. 20)......................................................
Historic resource listed on the Hationll or State Register of Historic Place5? (23)........
o.
d.
e.
f.
g.
h.
1.
-, -
YES !!Q.
-4-
-*-
-*-
-*-
'"*-
""*-
""*-
""*-
*"'
---
---
-7!-
-7!-
-
-
-
-
---
.
.
.
!Q
!!9.
3. Will the propo~ed activity rec.uire any of the fo11Of1'in9:
iI. Weterfl"'ont lite? (2, 21. 221.....W33:iE..~............................................ ~
b. Provision of new public services or infrastructure in undeveloped or sparlely
populated sections of the coutal .reeT (S)..ffltIN!~.mTIl.~Rcnr.~ce.<Al.......... X
c. Construction or reconstruction of II flood or erosion control structure? (13, 14, 16)........ X
d. State wlIter qUIIHty permit or certification? {30, 38, ,.0)................................... X
e. State air quality permit or certification? (41, _3)......................................... ~
,.. .ill the proposed activity occur .lthfn lind/or affect 11/'1 Irell covered by II State
approved local waterfront revitalization program? (see policies in local program document.)....
- .JL
D. ADDITIONAL STEPS
1. If all of the questions in Section C are answered "No". then the applicant or agent shall complete Section E
and lubmit the documentation required by Section F.
2. If any of the question:s in Section C are answered "Yes". then the applicant or agent 11 adldled to consult
the CHP or. where appropriate. the local waterfront revitalization program document.. The proposed activity
mUlt be analyzed in more detail wi~ respect to the applicable state or local coastal policies. In the space
provided belo" or on a separate page(s), the applical'lt or agent Ihall: (a) identify. by their policy
numbers. which coastal policies are effected by the activity, (b) briefly assess the effects of the activity
upon the policYi and, (cl state ho" the activity is consistent "ith each p01lcy. Following the completion of
this "ritten assessme~lt. the applicant or agent Ihall complete Section E a,..d submit the doclnentatio'"
required by Section F.
E. CERTIFICATION
The applicant or agent must certify that the proposed activity is consistent "fth the State's CMP or the approved
local "aterfront revitalization program, as approprhte. If thh certification cannot be made, the proposed
activity Ihall not be undertaken, If thil certification can be made, complete this Section.
'~he proposed activity complies "ith New York State's approved Coastal Management Program, or "ith the applicable
approved local waterfront revitalization program, and ,,111 be conducted in a manner consistent with such
program."
Applicant/~Name:
BREWER YACHT YARD at GREENPORI', Inc.
Addreu: M;;t*3RS9t ?L~'QA,yQ [ QS21SFJ P.s218., ~FeeHp8a. ~TY 111H1.
Telephone: Area Code 616) .477_Qt:;Q.1
Appllc'"t~Si,"ot"", .~-;~_- =+
J~ " Jr" P:tesident
Date: nR/?R/R~
F. SUBMISSION REQUIREMENTS
1. The applicant or agent shall submit the following documents to the New York State Departme~t of State, Office
of Local Government Services, Coastal Management Program. 162 Washington Avenue, Albany, New York 12231.
eo Original sig~ed form.
b. Copy of the completed federal agency application,
c. Other available information which would lupport the certification of consistency.
2. The applicant or agent shall also $ubmi~ e copy of this completed form along "ith his/her application to the
federal agency.
3. If there are any quelitio,..s regarding the submission of, this form. contact the Department of State at
(518) 474-3642.
)!'OI\ FtJR['!!EF. INPORW\TIO\ 01\ AW QUESTllNS I\ELA;l'rNG TO
THIS CERrIFICATrCN, PLEASE CCNTAC!' ~ A,GENT:
DANIEL S '. NA'ICHEZ and ASSOCIATES r Inc t
555 lIlda I\Oad
Mam3.roneck, NY l0543-4 J02
c/o Daniel S. N~tchez, ~"esident
(914) 698-5678
SEE ATrACHED INFORMilTICN
*These state and local documents are available for i",spection at the offices of many federal agenCies, Department
of Environmental ConservatIon and Department of State regional offices, a,..d the approprhte regional and county
planning agencies. Local program docunents are aho available for inspection at the offices of the appropriate
local government.
- 2 -
FCAF Revised 8/8~
SUPPLE~T TO fEDERAL CONSISTENCY"'RM
BREWER'S YACHT YARD at GREENPORT, INC.
AMENDMENTCS) to N.Y.S.D.O.S.
CONSISTENCY CERTIFICATE .F-85-254 for
BULKHEADING and MAINTENANCE-DREDGING PROJECTCS)
The following information is being supplied in
Sections If) and Ig) of the Federal Consistency Form:
c omp I i an c e wit h
The pol icies of the State of New York Coastal Management Program that
could be viewed as being appl icable to the above-referenced Projectls)
at BREWER'S YACHT YARD at GREENPORT, INC. include Policy Numbers (1),
(2) , (4) , (6) , (9) , 111), (13), (14), (15), I 19), (21), (22), (35),
and 144l.
The proposed Projectls) Is consistent with the New York State Coastal
Management Program andl all impacts as a result of this Project Is) will
be consistent and positive with such policies. The Project Is) will
not adversely affect, interfere with, or contradict either the stated
policies, their intent, or philosophy.
The Projectls) is an amendina of Excavation. Shorel ine Protection.
Bulkheadina and Constructina of Bui Idinals) Prolectls) at BREWER'S
YACHT YARD at GREENPORT, INC., in Stirling Basin. The Project Is) is
located in the Village of Greenport, the Town of Southold, and the
County of Suffolk, which are the governing bodies of the upland and
water areas and charged with water safety and pol ice protection. The
Projectls) is designed to excavate a smaller boat basin, replace
deteriorating bulkheadls), construct two (2) travelifts, one II) boat
maintenance and storage bui Iding, one III in-ground swimming pool, and
relocate one clubhouse as shown on the Projectls) maps attached to the
en c I 0 sed A p p lie at ion s . The Pro j e c tIs) Ame n dme n tIs) r e qui re sAme n d e d
Permits from the N.Y.S.D.E.C. as wel I as the Army Corps of Engineers.
Copies of these Appl ications are enclosed. The Projectls) is
consistent with the above-referenced policies of the State of New York
Coastal Management Program as follows:
The Project Is) will revitalize what is becoming an under utilized
waterfront area III and help faci I itate more water dependent
recreational uses by expanding access to the waterfront (21, 191,
(19), and (21). In addition, these Projectls)s wi I I help preserve
and enhance the tidal flows of the area (15), 1351, and 1441. It
is important that this Projectlsl consistency certification
receive a prompt review 161 in order for the Projectlsl to take
place in the reasonable future. Bulkheading rehabi I itation 1131
and 1141 and dredging are processes that normally have to be
undertaken every 15-30 years depending on the elements and degree
of si Itation in the area. Without the new bulkheading, the
deter iorat ing bul~~head would collapse into the water creat ing a
significant erosion and l'fi I I ing", further preventing use of the
area for recreational boating. The buildinglsl have been located
to faci I i tate recreational boating and other recreational
activities consistent with waterfront activities 1111 and 1221.
In short, the Projectlsl is fully consistent with the State of New
York Coastal Zone Management Program.
Ene I 0 sed pie a s e Ii n d cop Y lie s I 0 f the Am end e d A P P lie a t ion I sIt 0 the
Army Corps of Engineer. and the N.Y.S.D.E.C.
APPLICATION FOR DEPA
ENT OF THE ARMY PERMIT
.
OMB APPROVAL NO. 0702.0036
Expires 3 I
(3~1 CFR 325)
The Department of the Army permit progrllm is authorized by Section 10 of the River and Harbor Act of 18991 'ftMftlf.WTcl,..e
Clean Water Act and Section 103 of the Marine, Protection. Research and Sanctuaries Act. These laws require perm~tr aUlmH.Ki\\
activities in or affecting navigable waters of' the United States, the discharge of dredged or fill material into waters of the United States,
and the transportation of dredged "llaterial for the purpose of dumping it into ocean waters. Information provided on this form will be
used in evaluating the application for a permit. Information in this application is made a matter of public record through issuance of a
public notice. Disclosure of the information requested is voluntary; however, the data requested are necessary in order to communicate
with the applicant and to evaluate the permit application. If necessary information is not provided, the permit application cannot be
processed nor can a permit be i.ssu~d.
One set of original drawings or good reproducible copies which show the location and character ot the proposed activity must be
attached to this application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over
the location of the proposed activity. An application that is not completed in full will be returned.
1. APPLICATION NUMBER (To be a..iined by Cor']'"
3. NAME, ADDRESS, AND TITLE OF AUTHORIZED AGENT_
M:xJ.ified pennit #13490 - AMENDED
DANIEL S. NATCHEZ and ASSOCIATES, Inc.
555 Alda Road
Marraroneck, NY 10543-4002
2. NAME AND ADDRESS OF APPLICANT
BREWER YACHT YARD at GREENPOIIT, Inc.
Manhanset Avenue & Beach Road
Greenport, NY 11944
Telephone no. during business hours
A/C 914 I
A/C 914 I
I';qR ~1';7R
698-t:;t::7R
(Re.idenee)
(Office)
Statement of AutMoriution: I hereby designate and authorize DAN'IEL S.
NATCHEZ and ASSOCIATES , InC.
to act In my beM.1f a. mV
TelepMon. no. during business Mours
agent in tMe processing of tMis permit application and to furnish, upon r~ulI$t.
supplemental information in support of the appllC81tlon.
AlC ( 5161 477-9594
AIC ( ).
(Re.idence)
SIG~ATURE OF ~T
~ L:~-
DATE
(Office]
08/28/86
4. DETAILED DESCRIPTION OF PROPOSED ACTIVITY
.,
4.. ACTIVITY
SEE A'ITACllED SUPPLEMENT and Letter of Support dated 08/27/86 by DANIEL S. NATCHEZ and
ASSOCIATES, Inc.
4b. PURPOSE
SEE A'ITACHED SUPPLEMENT and Letter of Support dated 08/27/86 by DANIEL S. NATCHEZ and
ASSOCIATES, Inc.
4c. DISCHARGE OF DREDGED OR FILL MATERIAL
SEE ATI'ACHED SUPPLEMENT and Letter of Support dated 08/27/86 by DANIEL S. NATCHEZ and
ASSOCIATES, Inc.
ENG FORM 4345, Apr 83
EDITION OF 1 OCT 77 IS OBSOLETE
(Proponent: DAEN-CWO.NI
APPletlon
___SUPPLEMENT to .
for Department of the Army P.
(33 CFR 325)
ENG FORM 4345
BREWER'S YACHT YARD at GREENPORT. INC.
4. DETAILED DESCRIPTION of PRoposeo ACTIVITY
4&. ACTIVITY
I) To Amend the approved One Thousand One Hundred Ninety Five
(1,195) lineal feet of bulkheadino to aooroximatelv One
Thousand One Hundred Thirtv Five (1.135) lineal feet of
bulkheadlng, Including One Hundred Ten (110) lIneal feet of
lubterranean bulkheadl
I i) To Amend the approved Fifty Five Thousand Two Hundred Fifty
Cubic Yards (55,250 Yds.~) of excavation for One Hundred
Fifteen Thousand Eight Hundred Twenty Five Square Feet
(115,825 Ft.-) to aooroximatelv Fortv Four Thousand Ninety
Cubic Yards (44.090 Yds.S) of excavation for Eighty Six
Thousand Three Hundred Sixty Five Square Feet (86,365
Ft.-)I and
I I I) To Amend the approved One Thousand Four Hundred Twenty Five
(1,425) lineal feet of main docks and Two Thousand Nine
Hundred Fifty Five (2,955) lineal feet of finger piers (in
varying widths from 4' to 6'), with Three Hundred Twenty Four
(324) I ineal feet of adjultable ramps and Ninety Five (95)
piles to One Thousand Seven Hundred Thlrtv Five C1.735)
lineal feet of main docks and Two Thousand Eioht Hundred
Fortv (2.840) lineal feet of . inaer Diers C in varvlna widths
from 4' to 6'). with EiohtY-four (84) lineal feet of
adiustable ramos and One Hundred Seven tv Three (173) Diles.
Iv) To Amend the approved relocation of a lingle travell.t wel
to construct a wel I that accommodates two (2) travel iftsl
v) To Amend the eXDl rat Ion date for construct Ion of the Drooosed
ProiectCs) to 06/30/92.
vi) To continue the Reconfiauration Perimeter as shown on
attached SHEET NO. 10 - RECONFIGURATION PERIMETER which would
allow BREWER onlv to reconfloure the docks. Diles and ramDS
within this "envelooe".
4b. PURPOSE
AmendmentCs) to previously-approved Master Plan ProjectCs) for
upgrading and expanding BREWER'S facility, Including Excavation,
Bulkheading. Maintenance-Dredging and Reconflguratlon of Floating
Pier Assembly ProjectCs), to provide lafer navlgat lon, prevent
erosion and provide more access to the public to the waterfront
for recreational boating and other recreational waterfront
activi ties.
4c. DISCHARGE of DREDGED or Fill NATERIAl
There will be a total of approxImately Fifty-Four Thousand Six
Hundred Cubic Yards (54,600 Yds..) of material removed from the
Project(s) lite. ThIs Includes approximately Forty-Four Thousand
Ninety Cubic Yards C44,090 Yds..) of mater ial being excavated
from tha proposed boat basin, and approximately Ten Thousand Five
Hundred Cubic Yards (10,500 Yds.a) of material removed by the
maintenance-dredging operations. All of the dredged materials
w I I I be m I xed wit h the ma t e r I a I s bel n g ex c a vat e d and de p 0 sit e d
upland at three (3) different locations. The proposed disposal
sItes are: t) On-site disposal of approximately 2,500 to 3,600
Cu. Yds., 2) Approximately 10,000 to 11.500 Cu. Yds. wi I I ~e
deposited in St. Agnes Cemetery located Immediately west and
adjacent to BREWER's property to Increase the average ground
elevation by approximately 2' to 4', and 3) Approximately 42,100
Cu. Yds. wi II be deposl ted on an undeveloped 11.8 acre sl te in St.
Agnes Cemet~ry, adjacent to BREWER's on the north side of
Manhanset AVE/nue. No fill wIll be placed within twenty-five feet
C25') of any freshwater wetlandCs) and a snow fence wi I I be placed
during construction to delIneate luch wetlandCs) [see SHEET NO. 12
PROPOSED EXCAVATION & OFF-SITE DISPOSAL AREAS, Existing
Topography; SHEET NO. 13 PROPOSED TOPOGRAPHY of RELOCATION
SITES, and SHEET NO. 15 - ON-SITE DISPOSAL & GRADING PLAN].
.-
5. NAMES AND ADDRESSES OF ADJOINING PI~OPERTY OWNERS, LESSEES, ETC., WHOSE PAQPE
ALSO ADJOINS THE WATERWAY
West - St. Agnes Cemetery
St. Agnes Church
Greenport, NY 11944
East - Town of Southold
53095 Main Road
Southold, NY 11971
6. WATERBOOY AND LOCATION ON WATERBODY WHERE ACTIVITY EXISTS OR IS PROPOSED
Greenport Harbor - Stirling Basin
7. LOCATION ON LAND WHERE ACTIVITY E);ISTS OR IS PROPOSED
ADDRESS:
Manhanset Avenue & Beach Road
STREET, ROAD, ROUTE OR OTHER DESCRIPTIVE LOCATION
Suffolk
COUNTY
New York
STATE
11944
ZIP CODE
Vi11aoe of Greenoort/l'own of Southold
LOCAL GOVERNING BODY WITH JURISDICTION OVER SITE
8. II any portion of tn. activity for which authorization is sought now complete? 0 YES xes NO
If answar il "Va," give re..onl, month and yeer the activity W.$ completed. Indicate the 811lining work on the drawings.
9. List all approval, or certification. and danials rllceived from other federal, inter,tete, state or local agenciel for any ,tructurel, construction,
discharges or other actlvitie, de,crlbed in thil application.
ISSUING AGENCY
N.Y.S.D.E.C.
N.Y.S.D.O.S.
Greenport
Southold
Planning Brd. Site Plan Ap.Amend.
Brd.of Trustees pennit Amend.
Town Board penni t Amend.
TYPE APPROVAL
pennit Amend"
Con; Cert.Amend.
pennit Amend.
IDENTIFICATION NO.
DATE OF APPLICATION
08/28/86
08/28/86
08/28/86
OATE OF APPROVAL
Pending
Pending
Pending
DATE OF DENIAL
08/28/86
08/28/86
Pending
Pending
10. ApplicatIon I. hereby made for a permit or pflrmlt, to authorize the activltie, delcribed herein. I certify that I am familiar with the InformatIon contained In
this application, and that to tne best of my knowledge and belief ,ucn information II true, complete, and accurate. I further certify that I po.... the
authority to undertake the pro pOled 8ctlvltle'l or I am acting al the duly authorized agent of the epplicant.
~
/ '~
/ /~/L
~,c;?________ oe 126 leg ;/~4"'J~U7Z,_'1// QIl 1:611 Ilia
J'i:lfillAB'i-W,gf-~Pj1L:~NPresident ' DAtE /.!Danie"iG~Tm't~~~Nhesi~ent DhE '
BREWER YACHT YARD at GREENPORT, Inc. DANIEL S. NATCHEZ and f'SS~, Inc.
The application must be signed by the person who desires to undertake the proposed actiuity (applicant) or it mq-y be $igned by a duly
authorized agent if the statement in Block 3 has been {Illed out and signed. '..J
18 D.S.C. Section 1001 provides that; Whoever, in any manner within the jurisdiction of any department or agency of The United States
knowingly and willfully falsifies, concea.ls, or covers up by any trick, scheme, or device a material fact or makes any false, fictitious or
fraudulent statements or representation:s or makes or uses any false writing or document knowing same to contain any false..fiditious or
fraudulent statement or entry, shall be fined not more than $10,000 or imprisoned not more than five years, or both.
Do not send a permit processing fee with this application. The appropriate fee will be assessed when a permit is issued.
.
-
.
SUPPLEMENT TO ENG FORH-4345
, -
Complete and submit, along with materials requested below arid executed ENG
Fonn-4345, "Application for a oA permit". If necessary, continue item on an
additional sheet. Identify entry by item number.
GENERAL
: 1. Period of time .required to complete the proposed work. Both actual work time and
duration of the project are required (i.e., three weeks of work time over a two-
month neriod). - M"" ,aa~ - +-;~. ~<; +-~ 'l()
2. Information characteristIc of neighborhood (i.e., high, medium, or low density; .
.
res iden t is 1, commercial, or industrial).
IDw density residential & Waterfront eomrercial - marinas I boat yards, tec.
3. Types of adjacent marine structures and approximate distance f rOr.l the project si te.
Adjacent bOat basin (bulkhead and pile anchored floa1:-"l - approx. 600' west.
.
4. ois tance to noise sensitive areas !i.e., schools, hospitals, etc ).
Hospital - approx. 1,200' wouthwest (across Stirling Basin)
School - approx. 5,000' south (across Stirling Basin)
Sch=l - approx. 8,000' north
5. Types of constrUction equipment to be used during constructinn and number of each
type (i. e.. bulldozers, trucks, cra1lp.s. etc) .
,
Backhoe ; 2-3 trucks; piledriver; clamshell and barge and/or drageline dredge operation.
I
6. Submit representative photographs, color.if possible, of the project area.
Ident~tv pictures ~~.e., view from north, east, etc., time and date taken). Out-
,,__ '; ..,__ _ ,h -. .._~" ._ .h. _ h SEE ATI'ACHED
7. Indicate on your project plans and nn photographs of the si~~(s} the 1 nca Hnn nf any
we tlands vege ta tian (such as cordgrass, reed grass and ca t ta i1 s) in the construction
area. Identifv ohotoEraohs as indicated in box 6. SEE ATI'ACHED
8. Indica t~ t;,e location of' any known historical or archaeological site(s) within the
project limits. .
.
None known.
. -
q. Submit cn~y of any completed environmental studies or reports on the~os~d
project. ee attaChed Letter of Support dated 08/27/86 by DANIEL S. NA Z and ASSCC., fn
" . - - ':.' . -". ~.. .
10. Discuss ~lt~rnatives to the proposed"pro jec t whicl. we re investiga te-d' including -,
a 1 te"rna t lve locations, disposal areas, construction techniques etc. and why they
were rejected.
See attached Letter ~f Support dated 08/27/86 by DAIDEL S. NATCHEZ and ASSOCIATES I, Inc.
.
,
j
!
.
c
1
NANY FOP)"- 201
.
.
~
12.
l}
2)
3}
DREDGING - UPLAND DISPOSAL
Submit specific locations and photographs, color if possible
~~~~~:~A~oint~~yd~po~~;ion of dredged material. Identify all
Describ~ the present land use of the d~spo.al site(s).
On-site disposal - boat yard and corrmercial marina operation
St. Agnes West - exist:ing cemetery
St. Agnes. North- future cerretery (currently undeveloped)
of the proposed
photograph. as
11.
13. Indicatr. physical n,'ure of dredged material (i.e., sand, silt, clay etc). Give
percent'ges of the ~ari~us fractions, if available.
Sandy with some silt and small percentage of clay and gravel.
14. Fpr maintenance rlredging, DA permits are generally issued f"r a 10 year period.
Indicate the nu~ber of times dredging is anticipated over a 10 year period and
the totAl capacity (cubic yards) of the prnp~sed disposal ~lte(~l w~c~~e
used to accor.1l1loda te the dreqged ma terl~ 1. MaJ.ll::enance-~edgJ.llg W1. 1 S;
3-4 times over a ten-year penOd. Capac~t:y of disposal s~te - N/A. Dredged matenaH~}
will be mixed with uPland excavated materiaHs) and used as fill. SEE ATI'ACHED.
15. Describ~ ~ethod "f dredged material containment (i.e., embank~ent, bulkhead, etc).
Earth embankment: Dredqed material will be deposited on~site, semi-dried, mixed with
excavated materiaHs) and then relocated. SEE ATl'ACHED.
DREDGING - OPEN WATER DISPOSAL
L6. For maintenance dredging, DA Pennits are generally issued for a In yp,r period.
Indicate the number of times dredging is anticipated over a 10 year period.
17. Submit required testing data (testing criteria will be furnished upon request).
18. Discuss alternatives to open water disposal of dredged material and ~hy they
were rejected.
I
MOORING FACILITIES
19. Number of water craft using the present marina facility. Are pumpout facilities
available? Approx. 90-94 recreational boats. No purnpout facilities currently provide.
20. Number and type of water craft which will utilize the proposed marina or docking
facility. Will purnpout facilities be .provided for? APprox. ~70-J.80 recreat~onal
boats. Pumpout facilities will be prov~ded.
LAND FILL
tl
21.
u~. .". '1
Indicate type of structures to be built on the proposed fillMausoleum structures
,
" .
Type of fill to be used (Le., sand, stone, rubble, earth, etc).Gravel, sand, silt
- ~'~H
Method of fill placement. I
Dump truck (s) .
22.
23.
24. Describe any proposed methods for controlling turbidity during filling operation.
N/A - All material (s) will be placed upland
Absolutely no fill will be placed on or within 25' of any MHW Line.. SEE A'l'I'ACHED.
\.I~"'rv C'l"\nu "'1"1
\
.
'-.
.
BREWER'S YACHT YARD at GREENPORT, INC_
PROPOSED AMENDMENTCS) to PERMIT _13490 for
EXCAVATION. BULKHEADING. MAINTENANCE-DREDGING and
RECONFIGURATION of FLOATING PIER ASSEMBLY PROJECTCS)
Stirling Basin
Village of Greenport
Town of Southold
County of Suffolk
State of New York
COASTAL ZONE MANAGEMENT STATEMENT
BREWER'S YACHT YARD at GREENPORT, INC. hereby certifies that where
a p p lie a b I e and tot he be s t 0 f the i r a b i lit Y and know led g e, the
proposed modified activities contained in the ApplicationCs) dated
August 28, 1986, together wi th all subsequent f i I ings wi th the New
York State Department of Environmental Conservation covering the
PROPOSED AMENDMENTCS) to PERMIT lI13490 complies with and will be
conducted in a manner consistent with the State of New York's approved
Coastal Zone Management Program. The issuance of a new Letter of
Certification and/or AmendmentCs) to Certificate lIF-85-254 from the
State of New York's Department of State wi I I constitute concurrence by
the State of New York with this Statement of Consistency.
BREWER'S YACHT YARD at GREENPORT, I NC.
.~~
J ~ ewe r, Jr., 'f res ide n t
<Sheet 1 of 1>
. \
95 19.2 (11-83\ .i" YOR~;;~;~~;~~ E~V~;;;~~O~VATION APPUCA TlON NUMBER
M:xlified Pennit
lflO-R4-071i1i
Read Instructions on back before completing this application. Please type 0' pnnt cle.Jrly ,n ink. Use separate addenda and
exhibits to provide all data and explan,iJtions for which space on this form is inadequate.
o ARTICLE 15, TiTlE 3 (CONTROl OF AQUATIC INSECTS, WEEDS" OR UNDESIRABLE FISH) ('DPY FOR YOUR
eg ARTICLE 15, TITlE 5 (PROTECTION OF WATERS)
0 For the construction, reconstrucrion, or repair of a DAM or other impoundment structure. INFORMAnOJW
0 For the disturbance of a STREAM BED or excavation in or fill of navigable waters.
0 ARTICLE 15, TITlE 15 0 WATER SU PPL Y 0 LONG ISLAND WELL
IKJ ARTICLE 24 (FRESHWATER WETLANDS) o Per~it 0 letter of Permission
IXI ARTICLE 25 (Tidal Wetlands)
1. NAME OF APPLICANT: .
BREWER YACHT YARD at GREENPORT, Inc.
2. APPLICANT IS NAN o Individual o Partnership 0 Association XX Corporation 0 Municipality [] Governmental Agency
J. NAME AND TITlE OF OFFICIAL SIGNING AP,DlICATlON I PHONE
John Brewer. Jr.. President (516J 477-9594
STREET ADDRESS/POST OFFICE
ManhansRt Avenue & !3P13ch R"",,,
POST Off ICE STATE I ZIP CODE
NY 11944
4. NAME AND ADDRESS OF~ (If not appiicantl I PHONE
DJINTm". S N/I'lrR"P.7. ~nn /IS,' Tn,.. (914) I>qR-~1>78
STREET ADDRESS/POST OFFICE
'i'i'i /llrli'l Rnrlrl
POST OFFICE STATE ~~: CODE
-, NV 543-4002
5. PROJECT LOCATION NAME OF STREAM OR OTHER WATER BODY. 6. WILL PROJECT
al City or VillaF\e If appropr:ate; ir un-named. show on map-See UTILIZE STATE.
lIem 5b! OWNED LAND?
Town Stirling Basin DYes 0 No
County
Snffol'"
bl Spe<:ifk proiect site or area is marked on U.S.G.5 or equivalent map. at'acht'd as Exhibit Number' SHEE'rS NO.. ~ and NO. 2
7. PROPOSED USE: o Privale B. PROPOSED STARTING DATE: 9. APPROXIMATE COMPLETION DA IE: 10 FEE OF
o Publi<: ~ Commercial ASAP May ~992 s 50.00 Enclosed
II. PROJECT DESCRIPTION:
Feet of rip-rap new channel; cubic yards of malt'flal to be removed: draining. dredging. filling. ,u~d location of disposal sites; type of structure to be installed: height
of dam; size oi impoundent; capacities of propsed water sources: extent or distribution system: ete.
SEE ATI'AOlED SUPPLEMENT and Letter of Support dated 08/27/86 oy DANIEL S. ~
and ASSOCIA'IES, Inc.
12 THIS PROJECT WILL REQUIRE ADDITIONAL PERMITS. APPLICATIONS FOR WHICH ARE THE RESPONSIBILITY OF OTHERS:
o Dam OE\lH'.!II"'l o Stream Disturbance o 5PDES/NPDE5 o Water Supply o l.1.WelJs o Freshwater Wetland o Tidal Wetlands
Fdl
13 NAME AND ADDRESS OF OFFICIAL NEWSPAPER OF LOCALITY WHERE PROPOSED WORKS ARE lOCA TEO:
"SUFFOLK TIMES"
Main Street
Green~Y'i- NY
14. IS ANY PORTION OF THE ACTIVITY FOR WHICH A PERMIT IS SOUGHT NOW BEGUN OR COMPLETED!
DYes XlQ No If YES. e)(plain in addenda. giving reasons and dates. and show existing work on drawings or mJp.
15 CERTIFICATION.
I hereby aHirm that under penalily of perjury th~t information provided on this form and JII anachments submitted herewith IS true to the best of my knowll:'dge
and belief. False statements m.lde herein are puni';hable as a Class A misdemeanor purSU,lnt 10 Section 210.45 of thl:' Pen.lIL.lw. As a condition to the issuancE' of a
permit, the applicant accepts full responsibility for all damage. direct or indirE'CI. of whatever nature. and by whomever suffered, arising out of the proiect deSCribed
herein and agrees to indemnify and save harmless Ihe State from suits. anions. damages and costs of every name and description resulting from said project
08/28/86 ~<Cl~____
DATE oJ er, Jr., PreS;i~TuRE
-SEE REVERSE SIDE-
PE;::iMIT AC:'JJli'J:STR:"iCR
.
.
SUPPLEMENT to
New York State Department of Environmental Conservation
Application for Permit
to AMEND N.Y.S.D.E.C. Modified Permit .10-84-0188
BREWER'S YACHT YARD at GREENPORT, INC.
11. PROJ€CT DESCRIPTION
i) To Amend the approved One Thousand One Hundred Ninety Five
(1,195) I ineal feet of bulkheadino to aooroximatelv One
Thousand One Hundred Thirtv Five (1.135) I ineal feet of
bulkheading, including One Hundred Ten (110) I ineal feet of
subterranean bulkhead;
i) To Amend the approved Fifty Five Thousand Two Hundred Fifty
Cubic Yards (55,250 Yds.a) of excavation for One Hundred
Fifteen Thousand Eight Hundred Twenty Five Square Feet
(115,825 Ft.2) to aooroximatelv Fortv Four Thousand Ninetv
Cubic Yards (44,090 Yds.a) of excavation for Eighty Six
Thousand Three Hundred Sixty Five Square Feet (86,365
Ft .2); and
i) To Amend the approved One Thousand Four Hundred Twenty Five
(1,425) I ineal feet of main docks and Two Thousand Nine
Hundred Fifty Five (2.955) I ineal feet of finger piers (in
varying widths from 4' to 6'), with Three Hundred Twenty Four
(324) I ineal feet of adjustable ramps and Ninety Five (95)
piles to One Thousand Seven Hundred Thirtv Five (1.735)
I ineal feet of main docks and Two Thousand Eioht Hundred
Fortv (2,840) I ineal feet of finoer Diers (in varvino widths
from 4 ' to 6'), wit h E i 0 h t v - f 0 u r ( 84) I i n e a I fee t 0 f
adiustable ramos and One Hundred Seven tv Three (173) oi les.
iv) To Amend the approved relocation of a single travel ift wel
to construct a wel I that accommodates two (2) travel ifts;
v ) To Ame n d the ex 0 i rat ion d ate for con s t rue t ion 0 f the 0 roo 0 sed
Prolect(s) to 06/30/92.
vi) To continue the Aeconfiouration Perimeter as shown on
attached SHEET NO_ 10 - AECONFIGURATION PERIMETER which would
a " ow B R EWE A 0 n I v tor e con f i 0 u r e the doc k s. 0 i I e san d r amo s
within this "envelooetl.
vii)
To relocate
approximately
forty feet
bulkhead.
an
30' x
(40' )
existing
35' plus
from
upland club house faci I ity
wood decking to be approximately
the proposed to-be-constructed
vi i i) To construct a new upland in-ground swimming pool
approximately 25' x 45' together with associated decking,
fencing and screening approximately 40 feet from the proposed
new bulkhead and 110 feet from the subterranean bulkhead.
i x)
To construct a
approximately 70
new boat building approximately 110' x
feet north of the proposed bulkhead_
<Sheet 1 of 1>
120'
NEll YORK STATE DEPARTIlENT OF EllVIRONllEllTAL CONSERVATION
.OJECT PER}IIT REQUIREllENT QUESTIONNAIRE.
The purpose of this questionnaire Is to assist the applicant 1n determining what,
if any, Department Permit or approvals must be obtained before starting work on a
proposed project. If you are not sure if the action proposed Is a regulated ac-
tivity or Is within a:o. area subject to Department regulations (tidal wetlands,
freshwater wetlands. etc.) contact our regional office for clarification. A pre-
application conference with our staff to obtain guidance in the Department's
permit application re'vlew process can be arranged.
ANSWER IiLL QUESTIONS
NAME OF APPLIcANT: BHEWER yAQfl' YAFD at GREENPORl', Inc.
DETAILED PROJECT DESCRIPTION & LOCATION: R=king ~nArrv>nr (I'd Tn N. Y .S.D F. r.
llrixlified Permit #10-:34-0766. SEE ATIAOfED SUPPLEMENT.
1. Realty Subdivision Approvals in Nassau County
Does project involve subdivision of land into 5 or
more reaidential lots that will be served by a
public or community sewage disposal system?
2. Minin~ Permits
Does project involve the tnininr. and cotmnercial sale
or off-site use of 1.000 tons of material within 12
calendar months (excepting excavation or grading in
connection with on site construction or farming)?
3. Air Contamination Permits
a) New or !wdifled sources:
Does project involve the coustruction. modification
or operation of a boiler greater than 1 million
BTU/hr rated heat input, an incinerator or an in-
dustrial process.
b) Indirect Source:
Does project involve construction or modification of
a highway, airport or a parking facUity with 250 or
more spaces?
4. Solid Waste Management Permit
Does project involve the storage. transfer, processing
or disposal of solid wastes?
5. WUd. Scenic & Recreational Rivers Permit
Only applies to certain lands within a ~ mile of
the Carmans River. Consult D.E.C. Regional Office
for exact determination.
6. Water Supply Perm!!
Does project involve the acquisition of land or con-
struction of facilities for water supply or distri-
bution purposes?
7. Lon~ Island Well Permit
a) Does project involve the construction of a new
well or deepening or increasing the capacity of
an existing well to withdraw water at a rate
greater than 4S gallons a minute?
b) Will project require the temporary lowering of
groundwater lev'els for construction purposes?
8. Protection of Waters Permit
a) Will project change, modify or otherwise disturb
the course. chs,unel or bed of any stream class-
ified C(T) or higher? (Conou1t the Regional
Office for Classifications).
b) Does project in,valve the temporary or per-
manent artif1c1,al obstruction of a natural
stream or wate~'course?
c) Does project iD.volve the construction or re-
pair of a perma.nent dock. pier or wharf havit1Jl;
a top surface a,rea more than 200-square feet?
d) Does project iD.volve any excavation or placing
of fill 1n the navigable waters of the State
and adjacent wEitlands?
NOT
~
~
!!Q.
x
x
x
x
x
x
x
x
x
x
x
x
,
:!
,
\
[
\
"
, \\
',.'
I
,
)
'J
.
-2-
d) Does project: involve any e."tcavatlon or
placing of fill in the navigable waters
of the Statel and adjacent wetlands?
9. Tidal Wetlands Permit
1. Will projec:t be located:
a) in tidal waters?
b) within 300 feet of either the land-
ward edge of a tidal wetland boundary
or a tidal body of water?
II. Will there be any subdivision of land or
physical alterations of land or water?
Exemptions to the above regulation location if:
1) Project will be located at a ground
elevaticlO of 10 feet or higher above
mean Se.!:L level (excepting on the face
of a bluff or cliff).
2) A 8ub8t~tntlalt man-made structure
(such Sf! a paved street or bulkhead)
100 feet or longer exists between the
project site and tidal wetlands or
tidal water. (Consult D.E.C. Regional
Office If unsure).
10. Freshwater Wetlands Permit
a) Will project area be within, or within 100
feet of a freshwater wetland or freshwater
body of 12.l. acres or larger?
b) Will project involve draining, dredging,
filling, exl:avating, erecting structures.
roads, util:lties or other alterations or
placing any form of pollution in a wetland?
(Consult D.g.C. Regional Office if unsure).
. 11. Section 401--~111ter Quality Certification Letter
Does project 01[." activity require a Federal Permit
or License? I;E so, this State certification may
be required pr:Lor to Fedet:al approval.
12. State Pol1utanlt Dlscharste"'El1mination Svstem--
(SPDES) Pernit
Does Project 111volve:
a) A proposed l:IUbdlvislon of five or more units?
b) A proposed IJr existing discharge of 1,000
gallons per day of sewage or any discharge
of industria.l or other wastea to ground waters?
c) Any dlscharl~e of sewage, industrial or other
wastes to surface water?
d) Any disposal of stormwater containing sewage
industrial or other wastes?
e) Any storage and disposal of potentially toxic
or hazardoul!I wastes?
13. The following ildditional required D.E.C.permfts
have been appl:1ed for:
Type of Appli<:ation
Permi t Number
.
YES
NOT
KNOWN
~
x
x
x
x
x
x
x
x
x
x
---i{
X
X
X
Application
PilinR Date
Applicant's Name (if different on
application now being submitted)
14. List all other
government:
Type of Permit
or approval
Penni t llrrendnent
Certification .Amendment
penni t Arrendrrent
Penni t Arrendment-
Permit ~y that the above
Site Plan Approval Arrenclment
permits, licenses or approvals required by other agencies of
Governmental
A~ency
Anny Corps Pending
N.Y.S.D.O.S. Pending
GreenPJrt Pending
Southold - Town Board Pending
information ia. ~to~~t ~~owledge.
- Planning Board Pending
~~ "
SIGNA ~1. ~F-'f~~~R AUTHORIzED-REPRESENT AT: -
IV ohn Brewer, Jr., President
BREWER YACHT YARD at GREENPORI', Inc.
{)~?R/Rh
DTE
Status
. .
C:)"PLr:7J: ,\PPl.IC.\Tlil'! CEEC:LI:"1'
S~:[IT FU'Tl r"J:~i;l:A-r.:1 1'FTI..A'{n~" TIDAL f':1'I..A.:!!)S & Pi10T::r'!'I0'T OF 1I.^TI:'1S M'rl1.rc...i!'.....L
To avoid delay be sure all inforr'...atlon indicated belo\i
able) Wit!l your !Jubmittal. If you have cueations call
1s included (~.rt"l.ere applic-
(516) 751-7000.
f'TJ~~rI!'ITD :
~ust include pro-
specific ~lrnensions~
11..-
1. IIAPJ.tICATIO~: FOR:ts" (in triplicate) Instructions on reverse;
ject descri?tlon--9t~te t~e of atructure(~) or work pro~o8ed &
areas, amount8, etc:. involved. It also !'lust be signed.
2. "NA:1E flY P!',ZV!OUS WID OlJ"lTF.~" 1\1/n
3. "P~':'T"""'T P::'"III It,-- 'IIl8!~'n' ",uIl.,,-.......,d'P'D-n
4. "AUTI!OTl.IZA':'ION LE'I"I'LRII (if applicant 1s other than owner)
5. "tOCA'r'IO:J :LA....ull (in triplicate) map of general location of project site suffic-
ient to t.::lcate the site; name roads, bodies of water, landmarks, telephone: !lole f;,
stre~. address, etc:. Copy of tax section !'lAp Is usually clearest. X--
9,",,~Tt n~ ENVrRO~tLNTAL ASSESSHEN'I FOIU.1'trf you're aware: your project is a Type r
action as defined in snqn, Art. 8, Part 617 request 10" form, complete P3rt r &
submit with application. This may be reQuired on such tnlisted actions .s Subdiv-
isions, Condominiums\. CO'!l:lllercial Development, ~{a.jor Beach Control t'!ork. )ta.jor Dred-
K1n~, r~ads, Brid~e8.J ~
1. "PLAl~Sn (in triplicate) (five sets for pro1ects listed In Of. above). Plans need
to show area of wetland/waterway directly affected. Attach a statement as to feas-
able alternatives. Provide as cuch data as possible to clearly delineate project.
Show: dim,ensions, distances from fixed objects (oonuments, adjoin..1n.g structures,
centerlin,e of road, etc.) F.levations (existin~ & proposed); distances from rerulat-
ed wetlands & watercourses, mean high water (:nrv.). Additional data needed accord-
ing to tyre of structure(s), work or action proposed as listed below: S~ ~~~~
A. Cf)NSTRUCTIOlf!l'lOt:tK in adjacent area e.~. buildings, accessory structures such
as pools, decks, tennis courts, etc., fl1linr., excavation (for excavation below ~J
see dredgin~ below) gradin~, c1earcuttin~, roads, subdivisions, condominiums. On
a recent plan you must show:
(1) :';:Z~ line and/or uetland line, state hov this was determined.
**(2) SpE!cific location 1n outline of proposed. structure(s), work area(s) proposed
subdivisions line, etc. --X--
**(3) ShclW on plan: sanitary syatem(s) & dry yell location with recent test hole
& distance to ,~~t: or ~letland edlle; data to show ~roundwater level.
**(4) If fill1n~ (a) amount in cubic yards; type of material & source.
(b) ey.istinp. & proposed elevation must be shown on plan.
(5) ThE~ lot on plans has been in 8io9.1e & separate ownership since:
(DATE)
(6) Submit flood zone desiROAtion; name, number and date of map.
B. BULKHEAD. REVETNE~rr. RETAI~nHG ~!.ALL O'P. GABIO!ol show on a recent survey: ~
**(1) Lo<:atioo of proposed structure(s), ~r:: or wetland ed~e; state distances to
existlnp, structure(s) e.p'. house, road, property line, mon~cnt. ~
(2) Cr()ss-sect. & Plan view of structure(s); type of material; MmI, existing &
pr()posed elevations seaward & landward of proposed structure according to
USGVD. Show construction detail, state specific dirleosions. ..x.....-
(3) Outline of excavation &/or fill. State amt., type & source of fill. ~
C. DOCK. CATHALK. PIZP.. SnIDGt:. !'I.CAD ~TRUCTU!tES on site plan or survey:
**(1) Location of proposed 8tructure(s) in relation to HE}!--or wetland edge, dis-
tances to exi8tin~ structure(s) i.e. house, road, property line. X
(2) CrIJs.-sect. &: planvil!'l:/, show dimensions & elev. above ~4Jnl & wetland. -X--
D. DREXING (reooval of material f.elov tiHW to establish or increase water depth)
(1) On plan: licits of dredging referenced to lands adjacent to waterway. ~
**(2) On plan: outline limits of proposed spoil site. ~
(3) Sp<oil site owner's authorization if different from applicant. X-
(4) Cr,OSS-8ect. view of area to be dred"ed & spoil area with dimensions & elev-
ations of exi8t1n~ & pro~osed depths referenced to USGVD.
(5) Amount in cu. yd.. type of material to be dredged (sand, sIlt, ~ck)
(6) ;fean8 of dredg1n~ (hydraulic, bucket, etc.) _____
E. JETTIES, GaDr:13, nREAKlIATERS, FILLED !lOcy_~ N)A
(1) Plan view showing location of structure(s), dimeo.ions & distances to MHG ad-
jacent land areas & existing structures within 100' of mean hi~h uater._
(2) Cross-sect. view of structure: dmensions, elev., !'fl!U, MLW,.luterials _
(3) Profile elev. of structure relative to ey.lstlnR landform8 usin~ USG~ _
r.. "~.mC:::{T PHOTOS OF PROJECT .t'..nE.Au are required (label with ovner's naMe)
~
x
-X...-
~
.JL...
*
~
**?TOTE: LL'"1ITS OF 'ffi1.K ~ST 1\E ST:U:IJ), LABEL SEAtTA~D STft...KES AT SITI: rRIon. Tn n~'P,!,' 81
FIELD nl'SPECTIOH: I~rCATE 8ELOU nIAT SITE '!AS 'l\EE:N Qt'. NOT BF.E:'-T ~TAFT.1J_ /t. FIEL"'l
I:'l'SPECTlot! ~lILL HOT lE '!ADE UN'IIL t,j'1:I.ITI'EN ~lOTICE IS RECEIVlID. SIIO-! STAKt LOCATIO::
O~I r'lXiS._
STAfr)
i:IOT STAK.!:l>, t::tIT'!'EN NOTICE SENT AT LATE:t DATY.
APPLICA1'IO~i IS Ii.IC"~E1'E ut,rrIL STAl~I:iG IS oo:m & WRITrE;:i ~TICE :a:Cr.IVED. J
/ ~_ JOhn J:\rewer( r.
P~P.\ItC;~ SIG<!ATt:RJ: >~-<(:- ~~ TI'!'LE President
;u:rllEsz:m';G BREWER__YACh'T YARD at GREIENPO~l' , liA<Pl OH/2H/H6
.
APP::~DlX A
EAF
EHVIRD;IME.~TAl ASS!':SSMEIlT - PART I
.
Profect Information
NOTICE: This document is desicned to assist in detenmining whether the action proposed may have a significant
effect on the envf~r,ment. P1e3se co~lete the entire Data She~t. Answers to these questions will be considered
as Dart of the appli.:ation for apprcval and may be subject to further verification and public review. Provide
any additional information you believe will be ne~ded to comolet~ PARTS 2 and 3.
!t is expec~ed tnat ccmeloticn of t~e EAF will be dependent on information currently available and will not
lnvolve n:w stud'es, research. or investiqation. If information requirin~ sucp additional war. is unav"~ole,
so 1l'1dica..e and specify each lnsta,nce.
~ANE OF PROJECT:
AGENT
NAME A"D ADDRESS O~ (If Different)
RRJ<'rAn:o''O vn~ vZ\'Qn at CF]'l<'I\TDr\~, 1I1C"
DANIEL S. NATCHEz and ASSOCIATES, Inc.
(Name)
ADORESS AND NANE OF APPLICANT:
(~~r~ett-Gb FiB3.d
B'R~ VZ:..rwP V'n.pn ~+- r:Dli'f:i'1\lOn"R'"fl T'rl,.....
tHa~ .
Mamaroneck. NY
(P.~.) (State)
10543-4002
(Zlp)
Manhanset Avenue
(St,."et)
Greenport
(P.O.)
& Beach Road
BUS"!":SS P~DNE:
(914) 698-5678
NY
11944
(Z,p I
(State)
DESCRIPTlO~ OF pqOJECT, (Brien), describe type of project or action) Amendment (s) to previously-approved
Master Plan Project (s) of excavation, bulkheading, ffi3.intenance-dredging and reconfiguratioj
of floa.tiI~':1 pier ZtSef:11ll31}" I":r:6jcct (s) .
Also see attached Letter of Support dated 08/27/86 by DANIEL S. NATCHEZ and ASSOC., Inc.
(PL;:AS~ CD~PLITE EACH nUES,lnl/ - Indicate N.A. if not applicable)'
A. SiTE DESCRIPTIO"
(Physical settbg of over-ail ,project. both deveioned and unj'eveloo~d areas)
1.. Ge:neral character of the h.nd: Generally unffor:n slope -1L- r;eneral1y uneven and rol1fn~ or irre'Jular
2. Present land use: :!rool" . Industrial
_' Agriculture _,l)ther
J. Total acreage of oroject area:12.0~cres.
Ccmnerdal ~. Subunan _~. Rural
F"lrest
Aoproximate acreage:
Pn~sently After Comj.lletion
Meadow or B~shland
.3~~acres
~acres
Presently After Completion
Hater Surface Area
2,3U acres
4,95ac.05
Forested
__acres
__acres
Unvegetated (rock,
e~rth or fi 11)
8,67 6.42
______ac~es ~acres
AQricultural
___a.cres
_acres
Yetland (Freshwater Or
Tidal ~s Oer Articles
24. ,5 O~ f.C.l.)
~ 35 acres
~ 35 acres
~oads. buildinas
and other ;Ja....ed
sUrfac~s
,40
_acres
35
~ac~es
4. ~hat is ~redominant soil type{s) on
Other (indicate ty~e) ______acres ______acT~s
oro;e~t site' Coarse to fine brown sand & gravel, some silt.
.::J..c....t:.. RJ. J...i-il...t1l::J.) ~uRI'.
Yps ~ .~C'
s. a.. .!.re theil~ bpdrock outcro?oincs on "rnjp~t sit~?
9.'1/7B
L ~hat is de:Jth to bed:-ock?
1\T/~
(!n feet)
.6.
A;PtoxiNte p:ercentage of ;JraPZ orojec:' site ....ith slaoes: O-lO\-e-fr%-':':.lS:':; _:'; 15: Or
greater~. .
Is project contiguous to. or contain a building or site listed on the National Register of Historic
Places? ______yes ~No
7:
8.
Varies: 3' 8" to 6' 5" below ground surface. SEE ATI'ACHED LETI'
What is the depth to the water table? _teet
g.
00 hunting or fishing opportunities presently exist in the project area? Yes X No
- -
10.
Does project site contaip any species of plant or animal life that is identified as thr'!atened or
endancered - _Yes ~Io. according tc - Identify each species
11. Are t~ere any unique or unusual land forms on t~e project site? {i.e. c;iffs. dunes. other geological
formations - _____yes ~No. {Describe
Is the prpject site presently ~sed by the cOllTTlunity or neiqhbc:u-hood as an o~~ ~EE,x'frOfi'E'arm recreational
area - ~Yes _No. ProJect slte prOVlaes pl1DllC access
13. Does the present site offer or inc1u,de seeni.c: views .or. vistas k.nown to. be.JlI!Po~b1~etre c:omnur.;ty?
-2L-l.es _No Waterfroni: VleWS pI: Stlrllng l:laSill WlJ.l 0<= .
12.
boa
ing
14. Streams within or contiguous to project area:
a. Name of stream and name of r"iver to which it is tributary
Stirling Basin
15.
lak.es~ Ponds, lJetland areas wittl;" or contiguous to project area:
Stirling Basin
flame
; b.
Size (in acres)
+35
a.
16. What is the dominant land use arid zoning c1assificatian within a 1/4 mile radius of the j:lroject (e.g.
single family residential, R-2) and the scale of develooment (e.g. 2 story). 2-story RA-low denisty single
family residential and asrricultural; WC7 - Waterfront ccxrmercial and light industrial _
8. PROJECT DESCRIPilON boat yards and marinas.
1. Physical dimensions and scale of project {fill in dimensions as a~propriate}
a. Total contiguous acreage o....ned by project sponsor
9.77
acres.
b.
Project acreage
develooed: 9.42 acres initially; ~lcres ultimately.
,35 tida,l wetlands
c.
Project acreage to remain und~~veloped
d. Length of project. in miles: _ N(~
(if acprcpf"'iate)
e.
If project is an expansion of existing. indicate percent~!~~ion proposed:
age ; develoced acn!age . SEE. JU".L:t\CI:i.tD!
Number of off-strEP.t park.ing ~ipaces existina 90-95 ; proposed :::-=!:.160
building square foot-
f.
g. Maximum vehicular trips gene:"'clted per hour
S-lO (uoan completion of pr-ojec:)
h.
If resid:ntial: Number and tyee of housing units:
~ne Family
Two Family
N!A
Mul tiple Family
Condominium
Initial
Ul timate
i. If:
Orienta~'ion (
:!ei ghbornood-Ci ty-Regi onW A
Estimated Emoloyment
COl7l11erci a 1
Industrial
j. Total height of tallest "ronosed structure _W...h_Jeet.
-2-
2.
How much natural material~. rOCK. ~arth, etc.} ~il1 be removed f~e site _
Approx. Total excavation & rnaintenance-dredg.
N/I\
,
720
tons
cubic yards.
3.
How many acres of vegetation {tre~s. shrubs, ground covers} will be r"e!"1Qved frol'" site. Q!p.9acres.
Will any mat~re forest (aver l~O years old) or other locally-important vegetation be removed by this
project'? _Yes ~No
4.
5. Are thprr. any plans far re-v~getatian to replace that removed during construction? ~Yes _____~o
6. If single ohase ~roject: Anticipated period of canstruc-:ion _monthS. (including demolition].
7. :f mul~i-::,hi!.sec ol"'oject: a. Total number of ;:lhases antic~oated ~No.
b. An:icioated date of commencement phase 1 ~month ~vear (including
de~lit;cn)
c. Aoproximate ccmolet;on date final =,nase
Q6
IT'():1th ..12.......vea,..
d.
Is phase 1 financially de~endent on subseouent o~ases? _____yes
_NO
x
8. Wil! blas:ing Occur during construction? _____yes ~~o
9. Number of jobs generated: during construction ~: after project is comole~e 15 .
10. Number of jobs eliminated b.y this project None..
11. Will project require relocation of any projects or facilities? X Yes No. If yes. exolain:
Existing floating pier assemblies & travelift will be constructed apdrelOC'\ted,
12. !. Is surface or subsurfac:,e liquid waste discosal involved? _Yes ~!io.
boo
If yes. indicate type of waste (sewage. industrial. etc.)
N/l'"
c.
If surface discosal "a~ of stream into which effluent will be discharged
N/~
13. Will surface area of existing Takes, ponds, streams. bays or other surface waterways be increased or
decreased by crooosal? ~_Yes _No.
U. Is project or any cortian of project located in the 100 year flood clain? ~Yes _Ho
15. a.
Does project involve di:\oosal of solid .aste? -c*-Yes _No Dredged rna,teria,lCSL
waste di soosa1 facil i ty be used? Yes X ,'10 -"Ja,teria,J..CSL placed
upland;. on-site and adjC\cent St-;- Agnes Cemetery properti,
. locatlon N/A .
sewage disoosa1 system or into a sanitary landfill? _____yes __~~o
16. Will prnject use herbicides or p~sticides? _____yes ~~o
17. Will project routinely produce odors (r.r:Ire than one hour oer day)? _Yes ~~o
b, If j'es, ""i 11 an existi!19 sol id
c, If yes, give name: N/A
d, !Jill any was tes not go into a
18. Will project produce ooerat'ing noise exce~ding the local ambience noise levels? _Yes .x..-No
19. Uill project resuit in an inc:-ease in energy use? _Yes 2-~o. If yes, indicate tY::le~s)
20.
21.
If wate!'" sueoly is from weT 'Is indicate pumoing caoacity N!A
Total anticinated water usage per day _N!A_Qals/day.
Zoning: a. Hhat is dC:1inant zoning classification of site?
ga1s/l'T\inute.
22.
WC-WC\terfront CartJlJerc:tC\l---Green)?Ort
C-,Ligfit Industrial .". Soutbold
b. Cur~ent Soe~if'ic zoning classificwtion of site
c. !s orooosed USE! cO'1sisVnt ,,,ith oresent zoning?
C-Li 9'111- Tndustrial
Yes
d. If no, indicate! desired zoning N/A
-J-
26.
A~prova 1 s: !.
Is any Feder,enmlt required? ~Yes No ~
b. Does project valve State or Federal funding or financing? _____yes
-X...- No
C. local and Regional approvals:
Approval Requi",d
(Yes, No) (Type)
AMENDED
City. Town. Village Boan:! Ye.s.- Ppnnit-
City, Town, Village Planning Board Yes- }"ppro';al
City. Town. Zoning Board No--
City, County Health Department Ne-
Other local agencies Town Tnustees Ye.s..- P1=lol'TT'lir
Other regional agencles ~~
State Agencies ~ ~~
Federal Agencies ~ 'A.
Greenport-Brd. of Trustees Yes Penrut
C. INFORMATIONAL DETAILS
Submittal Approval
(Date) (Date)
08/28L86 Pending
gll/Jll/86 n
08128)86
, ,
086 -,,--
86 ..
86-~
II
Attach any additional information as may be needed to clarify yeur project. If there are or may be any
adverse impacts associated with the proposal, please discuss such impacts and the measures which can be
taken to mitigate Qr avoid them.
PREPARER'S SIGNATURE: (~~~~,
TITLE: ~-~s~dent
REPRESENTING: RRF.WF.R YACHT YARD at G~ORl', Ine.
08/28/86
DATE:
'.
-4-
.
.
EAF
ENVIRONMENTAL ASSESSMENT - PART II
Proiect Impacts and Their Maqnitude
General Information (Read Carefully)
In completing the form the reviewer should be guided by the question: Have my decisions and determinations
been reasonable? The reviewer is not expected to be an expert environmental analyst.
Identifying that an effect will be potentially large (column 2) does not mean that it
Sij"ificant. Any large effect must be evaluated in PART 3 to detennine significance.
oef act in column 2 simply asks that it be looked at further.
- The Examoles provided are to assist the reviewer by showing types of effects and wherever possible the threshold
of magnltude that would tri9ger a response in column 2. The examples are generally applicable throughout the
State and for most situations. But. for any specific project or site other examples and/or lower thresholds
may be more appropriate for <I Potential large Impact rating.
is also necessarily
By identifying an
- Each project. on each site. in each locality. will vary. Therefore. the examples have been offered as guidance.
They do not constitute an exhaustive list of impacts and thresholds to answer each question.
- The number of examples per question does not indicate the importance of each question.
INSTRUCTIONS (Read Carefully)
a. Answer each of the 18 questions in PART 2. Answer Yes if there will be ~ effect.
b. Maybe answers should be considered as Yes answers.
c. If answering Yes to a auestion then check the appropriate box (column 1 or 2) to indicate the potential
size of the imoact. If impact threshold equals or exceeds any example provided. check: column 2. If
impact will occur but threshold is lower than example. check column 1.
d. If reviewer has doubt about the size of the imoact tl)en consider the imoact as !,otentially large and
proceed to PART 3.
e. If a potentially large imlJact or effect can be reduced by a change in the project to a less than large
magnitude, place a Yes in col~n 3. A No response indicates that such a reduction is not possible.
1. 2.. 3.
NO YES
SMALL TO POTENTIAL CAN IMPACT BE
MOOERATE LARGE REDUCED BY
IMPACT I"PACT PROJECT CHANGE
- - -
- - -
- - -
- - -
-*- - -
---1L - -
- - -
IMPACT ON LAND
1. WILL THERE BE AN EFFECT AS A RESULT OF A PHYS I CAl CHAllGE TO 0 €)
PROJECT SITE?
'Examoles that Would ADply to Column 2
Any construction on slopes of 15: or greater, (15 foot rise per
100 foot of length). or where the general slopes in the project
area exceed 10'.:.
Construction on Land where the depth to the water table is less
than 3 feet.
ronstruction of oaved oarkino are.. ft:lr l~~,,)~ or more vehicles.
,
Genstruction on land where bedrock is eXlJosed or generally
within,3 feet of existing gl~ound surface.
L Construction that will continue for more than 1 .'''ear or involve
more than one ~hase or stage.
x
Excavation for mining ~urposes that would remove mare than 1,000
tons of natural mat~rial (i.e. rock or sail) per year.
For recreationa~ boating purposes .
Construction of any new sanitary landfill.
-5-
.
-X.
Construction in a designated floodway.
Other irnpacts:Torxxrraohv of Prolect(s) Site will
improved & church properties will be enhanced
N'J
WILL THERE BE AN EFFECT TO ANY UNIQUE ~R UNUSUAL Lft.N~ FnRMS IX\r"\
FOUND ON THE SITE? (i.e. cl1ffs, dunes, qeo10qica1 fo.....- V\...J
t~s, etc.) . .
Specific land forms:
2.
mPACT ON WATER'
3.
NO
WILL PROJECT AFFECT ANY WATER BODY DESIGNATED AS ..........~
PROTECTED? (Under Articles 15, 24, 25 of the Envir- 0
onmental Conservation law, E.C.l.)
EXAmoles that Would Apply to Column 2
Dredging more than 100 cubic yards of material from
channel of a protected stream.
Construction in a designated fres~ater or tidal wetland.
Other impacts:
4. WILL PROJECT AFFECT ANY NON-PROTECTED EXISTINr. OR NFH NO
BOOY OF tIATER? .......................................:....0
Examoles that Would Apply to Column 2
A 10% increase or decrease 1n the :5urface area of Iny body
of water or more than is 10 acre fnl:rease or decrease.
Construction of a body of water thilt exceeds 10 acres of
surface area.
X Other impacts: Project Cs) will enhance recreation
opportunities by creating a trapizoidal shaped
heal b!3..!lir, at'FJ::6X. 77 ,440 0(';. rl. NO
WILL PROJECT AFFECT SURFACE OR r,ROlJND"ATER nIlALlTY? G)
Examcles that Would Ap~ly t.o Column Z
5.
Project will require a discharge p~rmit.
Project requires use of a source of water that does not have
aporoval to serve ~roposed project.
Project requires water supply from wells with greater
than ~5 gallons per minute ~umping capacity.
Construction or operation causing any contamination
of a public water sUDply system.
Project will adversely affect groundwater.
Liquid effluent will be conveyed off the sfte tc
facilities which presently do not exist or have
inadequate capacity.
Project re~ufring a facility that would use water 1n
excess of 2".1100 gallons pel'" day.
Project will l1kely cause siltation or other discharge
----: into an existing b~::ly of water to the extent that there
will be an obvious visual contrast tlJ natural conditions.
-<-
.
1. 2.. 3.
~~ALL TO POTE:tTIAL CAN I~PACT BE
'"'DERATE L~RGE REDUCED BY
!"PArT IMPACT P~OJECT CHANGE
- - -
be X
- - -
.
YES - - -
- - -
- - -
YES
0
- - -
- - -
- - -
- - -
YES
()
- - -
- - -
al X
- - -
YES - - -
0
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
.
.
1.
'2.
3.
Examoles that Would Apoly to Column 2
~ YES
GO
f\ALL Tr POTENTIAL CArl II1PACT BE
'1DEilATE LARGE REDUCEiJ or
::J.;nc:' IUPACT PR~J ECT CHAr'GE
- - -
- - -
- - -
- - -
- - -
-X.. - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
.
- -- -
- - -
6.
~th.r Imoacts: See previously submitted letters
f H2M dated 01/31/84 & Suffolk County dated
rem 01/12/R4
NILL PROJECT ALTER DR~I~AGi' FL~I!. P~TTE'~IS OR SlIR;At:1: 1ATEJl'~O YES
RUNOFF? ............. .... .............................. ...... 00
bam"te that. "!ould JI,"ply to Celum 2 I
Project wnuld im.,ede flood water flo.....s.
Project is likely to CaUSl! substantial erosion.
Project is incorl'patible wan existing drainage patterns.
..x.
Other
Impacts: Project (s) wi 11 in:provp
patterns and flows.
IMPACl" "N ~IR
nr;:l;T1?jgp
7.
110 YES
IHLL PROJECT AFFECT AIR OUALITY?...........................0 0
F.xamoles that Hould Apply 1:0 Colum 2
Project will foduce 11~nO or more vehicle trips in any given
hour.
Project w;l1 result in thE~ incineration of more thM 1 ton
~f refuse p!!r hour.
Project emission rate of ~11 conta~ina"ts w;11 excp.eri 5
lbs. cer hour or a heat S~IUl"'ce ~roducin9 mol"'~ tnan l~
million BTU's per hour.
Othl!1'" imoacts:
I,.PACi ON oLANTS AND ANr~Al S
8.
WILL PROJECT AFFECT ANY THREATENED OR ENDANG,RED SPECIES?
Reduction of one or mor-e s;oecies listed on the New York
or Federal list. using the~ site. over 01'" near site 01'"
found on the site.
Removal of anv Dor:ion of a critical or si~nificant wild-
1 if. /l.b1 Wt..
Aorylicatinn of Pesticide o~ ~erhicide over mote than
t",'ice a yea!' other- than f(lrbj"':C;Jlwr~l p;.l:"'f'O'i..~s.
IJt:'~r ir.loacts:
9. HILL PROJECT SU8STA:lTIAlLY A'FECT !~ON-THREATE;lED OR NO YES
PIOANGER,D SPECIES? .......................................00
Examole that Would Apoly tel Colu~n Z I
rroject would substantially inte~fel"'e with an:' ~esident
01'" migratory fis~ or wildlife species.
Project reot.:ires the I"p.ma\'al of r.'lore than 1'1 ac~es of
mature forest (over Em ye~3rs in ane) or other locally
im~or:~nt vegetaticn.
-7-
.
.
1.
2..
;;
EXJmnles that Hculd Apply to Column 2
W! y
00
b"ALL T~ Dcn/mAL eMl n~p^CT RE
~CDERATE LARGE REDUCED ~Y
Ir-lPn.cr Y"lrn,CT PRnJECT CH.l\r~GE
"<
,.
- - -
- - -
- - -
- - -
- - -
S
- - -
- - -
- - -
- - -
S
- - -
- - -
X
- - -
- - -
- - -
- - -
- - -
- - -
P'f\!\CT 0'; ':lS~I"L !:;ls:.s~:~RCE
l~.. IHLl THE pO(1JfCT ~FrEC" VI~~IS. ItISTAS ~~ T!IF VT~J1I\L
CJ-Ift,qACTER OF THE ;SFIGH8~R;.J~IQD f)r! CO"'~'I!jITV? ..............
An -incompatible visual affect caused by the introc'uctinn
of ne\~ materials, colors and/or forms in contrast to the
surroundin9 landsca~e.
A oreject easily visible. n,:>t easily screened,t!lat is
obviously di fferent fror.l "th~rs around it.
Project will result in the l~lil"ination or Major
screening of scenic views 0]" vistas knOl"Jn to be
important to the area.
Other impacts:
IMPACT ON HI'TCi~IC RESOURcES
11. WILL PROJECT n'PACT ANY SITE OR STRUCTURE OF HISTORIC, 1lO YE
PRE.III"no IC OR PALE~rITDr.rCAL II'r~PTANCE? .................<:) 0
Examoles that t%uld Acolv to ::olurn 2
Prt".lect occ::urino wholly or nal"'tially within or contiouous
to any facility or site listed on the National Reoister of
historic ~laces.
Any impact to an archeologic,al site or fossil b~d located
withl" the project site.
I)ther im:Jacts:
IMPACT ON OPEN SPACE & RECREATIO~
12. lHLL THE PROJECT AFFECT THE CiUAtlTrTY OR OUALITY OF EXISTHlG NO y,
OR FUTURE OPEII SPACES OR RECP(~TrOtlAL OPPORTU~I!TrES?..... 0 €)
Examoles that Would Aoply to Column 2
The pernanent foreclosure of a future recre"tional ODoortunit~l.
A major l"'p.duction of an open spac~ important to the community.
X Other imoacts: Will increase public access to water-
fl"'efrt, afld n:creatiooal !:>eating epjOOL LtllliLies.
r~p~CT tlN rAANS?ORTATIO~
13.
I'ILL THERE BE AN EFFECT TO EXISTl/lC TRANSPQRTATrON
SYSTEMS? ....._............ ........... ....... .........,.
NO YES
00
Examoles that Would ~~~ly to Colu~n 2
Alteration of present ;latterns of r.1Qve1"!ent of reople'
and/or goods.
Project wi 11 result in severe tra ffi c .')rob 1 ems.
Other irr.pacts:
.R.
.
I~PACT O~ E~ERGY
14. W[LL PROJECT AFFECT THE COMMUNITIES SOURCES OF FUEL OR NO Y
ENERr,y SUPPLY? .......... . . . .. .. ................... .......e:> 0
Examoles that Would Apoly to Column 2
Project causing qreater tnan 5: increase in any form of
energy used in municioality.
Project reoui ring the creation or extension of an energy
transmission or supoly system to serve more than 50 sinqle
or two far.l'ily residences.
Other impacts:
IMPACT ON NOISE
15. WILL THERE BE OBJECTIONABLE ODORS. NOISE, GLARE, VIBRATION NO YE
or ELECTRICAL DISTURBANCE AS A RESULT OF THIS PROJECT? ... (90
Examoles that Houlc1 Aooly tel Column 2
Blasting within l.SOn feet (If a hospital, school or other
sensitive facility.
Odors .....;11 Occur routinely (roore than One hour per day).
Projec~ will oroduce ooer~ting noise exceedi"" the
local ambient noise levels for noise outside of structures.
Project will r"err(lve natural bar!"'i~rs that would act itS ~
noise Screen.
Other il':1pac~s:
~ 6.
I~PAC O'! HEALTH & HAZARDS
'Hce PPO~ECT AFFECT PUBLIC ilEAL TH AND SAFETY?
.............O~
NO YF
ExamOlPS that Wou:d ~pply to Column 2
Pr~~e~t will caus~ a risk of ex~losion or release of hazardous
sub~tances (i.e. ~il. pesticidr.s, chemicals, rapiation, etc.)
in the event of accident or Lioset conditions, or there will
~e c chron~c low level dischcrge or e~ission.
Proj'=!ct that will result in the burial of "hazardous wastes"
(i.2. toxic. poisonous, nighly reactive, radioactive, irritating.
infectious. etc.. inc1u::!inn wastes that are solid. semi-solid.
liquid or contain gases.)
Storaoe f~c~lit;.,..s far one million or mOre 93110)15 of liQuified
natural gas or ~ther liauids.
1L cthe" imoacts: Pro"iect(sl will allow safer navigation a
low tides by restoring previously-existing depths
[UL J",,", ilict[L LuctL". :~Luj,,<.;LC>;l wIll hell.> pLutect
public health by providing needed pumpout facilities.
-9-
.
1
2.
~
S'lALL TO PcTENTlAL CArl IMPACT CE
r~OOERATE LA~GE REDUCED ay
IMPACT 1'1PACT PROJECT CHANGE
ES
- - -
- - -
- - -
- - -
S
- - -
- - -
- - -
- - -
- - -
- - -
S
- - -
- - -
- - -
.t ---X.. - -
- - -
.
POWITIAL
LARGE
JIlP.~CT
C N IMPA BE
REDUCED BY
PROJECT CHANGE
IMPACT Or! GROWTH AND CHARACTeR OF CO/ltlUNlTY OR 'lEIGHR~R"noO
17. WILL PROJECT AFFECT THE CHAP~CTE' OF THE EXISTING ND YES
CO~MUNlTY? ...................................... ........ ..~ 0
Example that Would Apoly to Column Z
The population of the City, Town or Village in which the
project is located is likely to grow by more than 5% or
resident human population.
The municipal budgets for C!;lital expenditures or opera-
ting services will increase I~y more than 5% per ....ear as a
result of this project.
Will involve any :Jermanent f;!c;lity of a non-agricultural
use in an agricultural district or remove nr~me agricultural
lands from cultivation.
The project will replace or eliminate existing facilities,
structures or areas of nistol'";C importance to the cOlTJ'lunity.
Development will induce an influx of a particular age
group with special needs.
Project will set an importan,: precedent for future proiects.
Project will relocate 15 or more eml'lloyees in one or ~re
businesses.
Other imoacts:
~O YES
lB.
IS THERE PUBLIC CONTROV",SY CONCERNI~G THE PR~JECT?
......60
Examoles that Would Apply to Column 2
Either government or citizen~; of adjacent carrmunities
have expressed oopasition or rejected the proiect or have
not been contacted.
Objections to the nroject frclm within the COlTlTlunity.
IF ANY ACTION II: PART 2 IS IDE~lTIFlED AS A
POTEilTlAL LARGE IMPACT OR IF YOU CANNOT DETERMINE
THE MAGNITUDE OF IMPACT, PROCEED TO PART J.
PORTIONS OF EAF COMPLETED FOR THIS PROJECT:
DETERMINATION PART I _ PART " _ PMT 3_
Upon review of the information recorded on this EAF (Parts 1, 2
.-.and 3) and considerinq both the maanitude and iml'lortance of each
impact. it is rp.asonably determined that: PREP^RE A tIEr::"'TIVE DSCLARATION
A. The project \oiill result in no major impacts and. therefore. <9 SEE ATI'AOJED.
is one which may not cause significant dama~e to the environment.
B. Althou9h the project could have a significant effect on the
~nvironment. there will not be a significant effect in this case PREPARE A NEGATIVE DECLARATIOH
because the mitigation measures described in PART 3 have been 0
included as part of the oroposed project.
C. The project will result in one or more major adverse impacts PREP:'R( pos r iIVE DECLARA T rO~1 PROCESO .ITH EIS
that cannot be reduced and may cause significant damage to 0
the environment.
nate
Signature-of R~sponsible Official in lead
_~genc.v
Signature of Prenarer (i f di fferent from responsible officer)
Pr"lnt cr Z-)'ae naFe of "'espo:1sibie official
in lead!\ge:'lcv
.
.
.
BREWER YACHT YARD at GREENPORT. INC.
Town of Southold
Vi Ilage of Greenport
PROPOSED EXCAVATION. BULKHEADING. RELOCATION
OF TRAVELIFT WELL, MAINTENANCE-DREDGING.
and RECONFIGURATION of FLOATING PIER ASSEMBLY PROJECTCS)
ENVIRONMENTAL ASSESSMENT
New York State Department of Environmental Conservation
NEGATIVE DECLARATION
The proposed ProjectCs) at BREWER YACHT YARD at GREENPORT, INC.,
previously approved on 03/22/85, wi I I have NO adverse environmental
impacts of effects on: the Appl icant's property being excavated, the
area being maintenance-dredged; the proposed relocation siteCs), or
the surrounding upland, wetlandCs), and water areas. In fact, the
proposed ProjectCs) wi I I have a significant positive impact by:
i n ere a sin g r e ere at ion a I act i v i tie san d 0 P P 0 r tun i tie s, a I I ow i n g sa fer
uti I i z at ion 0 f the ex i s tin g wa t e r wa y s; pro tee tin g ex i s tin g we t I and C s ) ;
providing additional job opportunities, and improving the overall
aesthetic quality of the marina and neighboring propertyCies).
~'~
BR~:n~~~~e~~R~\~;
President
GREENPORT,
In c.
Date:
08/28/86