HomeMy WebLinkAboutBrewer Yacht Yard - File 1 of 4
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DAN I E L S. N ATe H E Z and ASS 0 C I ATE S, Inc.
Office of the President
Suite 1100
555 Aida Road
Mamaroneck, New York 10543.4002
(914) 698.5678
June 18, 1984
RECEIVED
Planning Board
Town of Southo1d
~lain Road
Southold, NY 11971
JUN 2: 0 1984
Town Clerk Soufhold
Attn: Bennett Orlowski, Jr.
Chairman
RE: BREWER YACHT YARD AT GREENPORT, INC.
PROPOSED
RELOCATION
~\A I NTENANCE
OF FLOATING
EXCAVATION,
OF TRAVEL
DREDGING &
PIER ASSEMBLY
BULKHUDING.
Ll FT i~ EL L ,
RECONFIGURATlON
PROJECTS
Dear Board Members:
We have been asked by BREWER YACHT YARD AT GREENPORT, INC., to
assist them in obtaining the necessary regulatory approvals to undertake
the above-referenced projects. These projects are designed to upgrade
and enlarge the present marina in order to better accom",odate the
publlC need for access to the waterfront.
Enclosed, please fwd three(J) copies of our appl1cation to the Southold
Town Planmng Board together with the required $25.00 fil1ng fee. We
are hereby requesting a presubmission conference to be scheduled as
reqUlred by Chapter 100-130; Zoning - Article XI II, "Site Plan A;:>proval"
from the Code of the Town of Southold. For your review.. w.e have
enclosed copies of our appl1catlOns to the following agencies:
I) Southold Town Board:
A) Specific Request for Town Board Approval for the
Excavation and Relocation of Topsoil and Other
Materials to the Same Lot and Adjacent Sites, as
Specified in Chapter 81-4 (D and G); "Soil Removal"
from the Code of the Town of Southold.
B) Appl1cation for Wetlands Permit Chapter 97;
"Wetlands" from the Code of the Town of Southold.
2) Southo1d Board of Town Trustees:
A) Appl1cation Form A/2 - ApplicatlOn for Fixed andlor
Floating Docks. Chapter 32: "Boats. Docks and
Wharves" from the Code of the Town of Southo1d.
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B) Application Form A/3 - Application for a Bulkhead,
Dike, or Jetty Chapter 32; "Boats, Docks and
Wharves" from the Code of the Town of Southold.
C) Application Form A/I. Application to Dredge
and/or Fill Chapter 32; "Boats, Docks and
Wharves" from the Code of the Town of Southold.,
3) Village of Greenport
4) Army Corps of Engineers
51
New York
Conservation.
State
Department
of
Environmental
6) New York State Department of State
If you have any questions, please do not hesitate to contact us. We look
forward to the upcoming meeting with the Planning Board to discuss the
proposed projects at BREWER YACHT Y ARD AT GREENPORT, INC.
Sincerely,
DANIEL S. NATCHEZ and ASSOCIATE, Inc.
BY:
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,/
,A
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DSN/dst
Enclosu res
cc: Army Corps of Engineers
N.Y.S.D.O.S.
N.Y.S.D.E.C.
Southold Town Board
Southold Board of Trustees
Village of Greenport
BREWER YACHT YARD AT GREENPORT, INC.
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BRE~ER YACHT YARD AT GREE~PORT, INC.
PROPOSED EXCAVATION, BULKHEADING, MAINTENANCE
AND RECONFIGURATIO~ OF FLOATING PIER ASSEMBLY
JUNE Ib, 19b4
PROJECT DESCRIPTION WITHIN THE TOWN OF SOUTHOLD
DREDGING
P RuJ ECTS
BRE"\\ERS is seekmg approval to expand and upgrade their manna, 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 part1ally wIthm the Incorporated Village of Greenport and the Town
of Southold. The project is contingent ui'.:m receiving approvals from
both entities, as well as the other governing regulatory agenc1es. For
tfle complete Project Description, see attached letter dated June 15, 1984
to the Army Corps of Engineers.)
1 )
Excavate a
52, ~50 cu.
approximately
"V-shaped"
yds. of
111,275
boat basin and
material from
sq. ft.
remove approximately
an overall area of
2) Remove approximately 225 lineal feet of existing timber p1le
bulkhead that extends from Dock #2 to the lift well and 1S
located along the south end of the proposed boat basin. The
excavated bulkhead will be d1sposed of upland by a local
carting company.
3) Construct and maintain a timber bulkhead approximately 1,130
lineal feet along the west, north, and east perimeter of the
proposed boat basin and lift well. The wood bulkhead ,>'ill
consist of approximately 3" x 12" timber sheeting and 14"
d1ameter 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 systeln
cons1sting of continuous (reinforced concrete) "deadma n"
anchors that w111 be attached to each timber pile along the
bulkhead wIth 2" d1ameter tie-rods. The proposed bulkhead
will tie into the existing timber bulkhead that runs from east
to west along the south shoreline of the ~Iarina.
4) Relocate and expand a travelift well by removing the exist1ng
travelift consisting of one( 1) runway extension approximately
40' in length located between Dock #3 and Dock #4. The
proposed 60' x 24' lift well will be excavated along the west
side of the proposed boat basin and will be able to
accommodate a 60-ton travelift
5) Construct, Install, and ma inta in a series of new floating pier
(dock) assemblies, as follows:
Twenty-two(22l finger piers approximately 40' x 4' located
along the east, north, and west perimeter of the proposed
boat basin; Twenty-two(22) timber ramps approximately 12' x
4' located along the bulkhead and attached to each finger
pier; and 22 timber piles approximately 12" in diameter and
40' in length located at the ends of each finger pier, adding
stability to the structures.
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Dock B located in the center of the proposed boat basin,
consisting of: a) One(l) main line of floats approximatelv
425' x 8'; b) One(l) timber ramp approximately 12' x 6-'
located at the north end of the proposed boat basin and
attached to the main float; c) Twenty-one finger piers
approximately 30' x 4' located along the east and west sides
of the main float; and d) Twenty-foud24) timber plles
approximately 12" in diameter and 40' in length located at
the ends of each finger pier, adding stability to the
structure.
"L-shaped" floating service dock located on the east side of
the proposed boat basin and adjacent to the proposed lift
well, consisting of: a) One(l) float approximately 34' x 5'
located perpendicular to the proposed bulkhead; b) One (I)
float approximately 25' x 6' located parallel to the pro;.>osed
bulkhead; c) One\]) timber ramp approximately 12' x 4';
and d) Three(3) timber plles approximately 12" in diameter
and 40' in length located at the ends ana along the side of
the "L-shaped" service float, adding stability to the
structure.
b j ~la lntenance-dredge a triangular-sha ped area a pproxllna tely
2,(2) sq. ft. to an average depth of 8' below ~.Iean Low
Water. and remove approximately 450 cu. yds. of material as
measured IN PLACE. The area within the Town of Southold to
recei ve ma intenance-dredg ing, is located throughout the
existing docking facility. All maintenance-dredging activities
will be undertaken by clam shell and barge and/or dragline
operations. The material being dredged .>'ill be placed on
BREWERS upland property, semi-dried, and then relocated as
described (in #7l below.
7l U land Relocation of the Excavated and Dred ed Material:
Approximate y cu. y s. 0 materia wi 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 V1l1age of
Greenport. All of the dredged materials w1l1 be mixed with the
materials being excavated and deposited upland at three
different locations. The proposed disposal sites are: I) On-site
disposal of approximately 2.500 - 3,500 cu. yds. 2) St. Agnes
Cemetery located immediately west and adjacent to BREv. ER' S
property. Approximnately 10,000 11,500 cu. yds. will be
deposited at this location to increase the average ground
elevation by approximately 2 - 4'; and 3) St. Agnes Cemetery
located adjacent to BREWER MARINA on the North side of
Manhanset Avenue. Approximately 52,000 cu. yds. will be
deposited on this undeveloped 11.& acre site.
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TOWN OF SOUTHOLD
SHORT ENVIRONMENTAL ASSESSMENT FORM
INSTRUCTIONS:
(a) In order to answer the questions in this short EAF it is assume
that the preparer will use currently available information concerning the
project and the likely impacts of the action. It is not expected that
additional studies, research or other investigations will be undertaken.
(b) If any question has been answered Yes the project may be
significant and a campleted Environmental Assessment Form is necessary.
(c) If all questions have been answered Na it is likely that this
project is not significant.
(d) Environmental Assessment
1. Will project result in a large physical change
to the project site or phrSiCally altex more
th 10 f 1 d? Pro ect will enhance area. x Y
an acres 0 an. .,. .................... es
2. Will there be a major change to any unique ar ---
unusual land form found on the site?......... Yes x No
3. Will project alter or have a large effect on --- ---
existina. b~dYwof wate~r?'iI~:'tl). ~1"'1c~r;e!,!,<: .w.a~"'r;f.r??~ .a;:;ax Yes No
, W' 11 axar.Lao 8 r recrelit na. pu access. . t --- ---
... .L proJe 1; ave a p en a .Large .Lmpac .
on groundwater quality?...................... Yes x No
5. Will project significantly effect drainage --- -----
flow on adjacent sites? .I:~oj~..t. ~~n .ipq)];qv.e.~r;a.i?~gex Yes No
6. Will project affect any threatened or ---
endangered plant or animal species?.......... Yes x No
7. Will project result in a major adverse effect ---
on air quality?............................... Yes x No
8. Will project have a major effect on visual ---
character of the community ar scenic views or
vistas known to be important to the community? Yes x No
9. Will project adversely impact any site or ---
structure of historic, prehistoric or
paleontological importance or any site
designated as a critical environmental area
by a local agency?.............~..................___Yes x No
10. Will project have a major effect On existing
a: futUrE; q',flriiJj.q.Qeha't~~'I."tun..bUtfu\H~~~!'~t; ~g~Yes___No
11. VI.Lll proJect resul.! 1n maJor 'tI'rafhc problems
or cause a majar effect to existing
transpartation systems?......................
12. Will project regularly cause objectionable
odors, noise, glare, vibration, or electrical
disturbance as a result of the project's
operation?...... ..... .................. ...... Yes x No
13. Will project have any impact on public health --- ---
or saf et y?f.qj~,,~ .w.i;L!!~rQxe. ~\I~l"ihge.r).~Q .by. pt;o.~~:....x....Y e s No
14. Will project affect th~j~~stl~~ ~b~~unity by ---
directly causing a growth in permanent
population of more than 5 percent over 0 ane
year period ~ have a major negative effect
on the character of the community or
neighborhood? .. .. .. .... ... ...... ... ........ . . Yes x No
15. Is there public controversy concerning the --- ---
project?...... Yes x No
N::>
Yes x No
PREPARER'S SIGNATURE
NATCHEZ and ASSOCIATES, . on behalf of
REPRESENTING BREWER YACHT YARD AT GREENPORT, INC.
, President, DANIEL S.
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DA T E June 18, 1984
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TO"::: OF SOrTHOLD
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EAf
fJo1'fli\J;P"E~TAl ASS~SShlEl<ii 'PA~T 1
p~~~::~ I,.,f:.-...;t~:ln
~OTrC[; T~,s oOCu~~~ .~ oes'~"'~d t~ assist In d!te~~;ninQ .~ether the a :~on ,rc~osed may hay! a si;~~lica~~
effect on t..l' E"'.vl":''"'Io,>nt. r~f'H~ c:-r--.:::1ete t"e e,.,t~re ~hta S"':eet. Al'Is.....e s :~ VeSt :'Jest1::l'"!~ .,]; :;~ ::;~s'~el"ec
IS C..,.t of t~e "'D1~::a~~on for aC":"cv/ll ano l'r'o!y be sut'Ject tc fu,.t~er vel" f~::.1J,:;on aM Dutdic reV1h. Pr-ov1oe
an)' .ddltl,,.,,l In(=~Gtlon you tlell!v! ...ill be neede" to co~=letP PAI;:7$ Z anC 2. '
It is e.c!ctea ~~~t CC-:i~t~~~ of t~. 'A' .,11
. ~e deDe~=e~t on 'r.)~~t'o~ c~""e~t~y a.ai~a~'~ a~o
1nvolve new st~Ole~. "esP~"r~ ~,. ~I".~~"".'~~ ';
. ." 'r"::-~t>:;~ "e"l,j':-1nc suer, aCdltion"l WOro.: 1S UM'.ol~!...;1l>..
so 1ndl:.te an: spec1.j ~6C~ lnStanc!. - ~
:IA.[ or "~:[:7,BREWER YACHT YARD AT
GREENPORT INC.-Proposed Excavation
Bulkheail1ng, Maintenance-urectpn6 and
Reconfiguration of Floating Pler Asse~b1)
i'roJects.
NAW: A~Q ~::~~s~ 0=
Agent
"'............ "wJi.l:M-':;-;.;u:
~....,., --.,
DPSIEL S.'~ATCHEZ and ASSOCIATES,
{"'a-ei
Inc.
.l:::;l[~~ ,!,.,:; .,A....E~= .!.;;~'_': ~'i...:
555 AIda Road
(S:re~!.
BREWER YACHT YARD AT GREEKPORT, IKC.
{J.,a.'l'l!)
Manhanset Avenue & Beach Road
{Str'!HJ
Mamaroneck,
~
\r.y./
( . ~ ;:; I
B~S'l~:SS PHO~E:
New York
($t!te)
(914) 698-56i8
10543
Greenport
{'. J. I
KY
11944
\ L ~ ~}
l~t! ~e i
t'~5:Q:n::., cr :::J':EC':'. (S!"'ief1r d!scr1~! ty~e of ~l""Oj!ct or action) See Attached Letter 'by
D&\IEL S. NATCHEZ and ASSOCIATES, Inc., dated June 15, 1984.
(P~E~SE CC~PLETE E~:~ 0~ES7:n~j - Indicate N.A. if not a~plic3bie)
A. S17E ~ESC~:~T:C~
(P~ys;cal se~t~n; of overail project, botn develoned and undeyelooed areas)
1. G.en!ral cnaracter of tr.e land: r,enerally unHor-m slope ~ G.!nerally uneyen and rollino or irr!l)ular
2.
Pr-esent land use: L!rOi\n , Indust!"';al
_____, Agrlculture _____.~r
70tal acreage of orOJe:t a~a;12.07acres.
COlT1"'oerc.,a I
x
-'
Suour:lln
Rural
F"~reH
J.
Aogrox'~att acreage:
Presently A~~er Co~~let;on
Presentl) ~fter :c~~letlcn
Meaco_ or 9rusnland
. ~.cr..
~.cr.s
Uater Surface Area
2.30.cr.s
4.95
___ac"~s
Fortsted ______acres
Aorl::ultural acre~
__acres
Unv!getated (rOCl,
e"rtn or f;11)
8..:~~.ms
~~3acres
_acres
Roads. buildinos
and otl'ier ;:lhed
surf.llces
~~w.s
.354C..es
'I~tidro {~re"ih~ate" or
71dd] AS l"Ier ~rt'cles
'4. :~ or '. C. L. ' . ~~.cr..
.35
_acres
('ltl'ier (inc:l~cHe ty"e) _acres _a:"e~
Coarse to fine brown sand & gravel, some silt
---.--.- --- -- -- o_u - -- --SeeXftachea Keport.
'(~s __X_ "le
4
.ln~ l! .....~doml"i'I...t so;i t.'lOt:'(S) on '"lr('~!ct Site'
5.
· ~! ~ner~ ~pOro:~ outcr010'nC$ c~ ~r'"llP:t Sltg~
9: 1.';6
r. ~"a:~; CPJ~" ~c ~ed"ccl~
N/A
-------.-
('" .eet
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6. A;orOI1r"a~f' ;erce~tace of ~rO;losed OI"OJfCt site wl~h slo':lfs: J-11J~lOO~~~; 1"-1~. _1. 15: or
greater ______1.
7.
Is prc~e:~ :~~:\guous to, or contaln a ou;ldin~ or site listed on the ~at~onal Re;ister of H'stor~:
Places? _____yes ~No
8.
Varies: 3'8"_6'5"
table7 _____feet
below ground surface. See Attached
Lt: t t ~ r
What is t~e Ce:t~ to the water
9. Do ~untlng or flShl~S o~portunities presently !X'st in the prOject area? _____yes ~NO
10.
Does pro~ect site cont!}f any speC1es of plant or a~imal life that is identlfied as threatened or
e~:a~~~re~ - _____yes _____:10. accordln; to . Ident'~Y eacn S?eClfS
11. A,..e thfrl!' any uni~:.Je or unusual land faMl"s on t"'!e projec":. sHe? (Le. c~;ffs. dunes. other geological
fOn"'U1ons ~ _Yes ~~IO. (:'escri~e
12.
I, 1'0 O'OJOCI '110 O'O,oo.lly .v'od by.tno comvnlty 0' no,,<bo"ood as on .0Bo, ,o>cof' '~E'O"ic'
area. X Yes No.l'rO]ect S1.te prOVloes pUOllC access [ 1,..al:er ron
- - for recreational boating.
DO~5 ~~e pre5e~t site offer or include sce~ic views or vistas kno.~ to be ;mpor:ant to t~e co~un1tj?
_'0' _No Waterfront views of Stirling Basin will be enhanced.
Strea~s witrin or contiguous to proJect area:
13.
14.
iL ~a.'"'Ie cf strea:"l c'1d r.ane of ,..i"er to ","11C", it is trltlutar-y
Stirling Basin
15. lakes, Ponds. ~etland areas within or contiguous to pro~ect area:
a. :;a"'" Stirling Basin
+35
: b. Size (in acres)
1:.
.r-H is t"'~ d~~inant land use and zoning classif~cat'ol'\ wit!'!in a 1/: M"11e radius of U'lf...p!"'o;ect (~.9. .
"'0'0 1o"ly '0\'~ont1.11R-2)d.nd the ,,,,,10 0' ~"b.,..,.t (o,p. 1 "0,,"1 2-storv ({A-llo"daeo~c,\.
family resldentla an agr1.CUla~Ura.l, \\Iv IL - ",,'dterrrortt commerCla an 1.1.6" ~
industrial - Boat Yards and Marlnas.
B. P~~~~:7 ~ES:~:P71:~
si:1t;le
1.
P~j~~cal dl~~SlO~S Ino scale of p~oJect (fill in d~~e~s'ons !S a~o~co~iate)
.
Total :O~t1;~O~S acreage owned by oroject s~onsor
~ro:e=t acreage de....eloped: 9.42acres initially;
9.77
acres upland.
b.
9. ~2 1 1
acres u timate y.
tidal wetlands
c.
P~ject acreage to remain undeveloped
.35
d. lerr;tll of project, ;1'1 mihs:
N/A
(if aopropriate)
o.
:f =~~ect is an exoansion of existing, indicate cercent of exoa~s;on proposed: building square foot-
ag! ; developed acreage . See Attached.
f.
90-95
160+
~Iu"t:er of off-s:"E:Pt oarKing spaces !lnstHlO
; pr-oaosee
g.
/"!aXll"1Um ve~icular trios generated Der hour 5-10
(uoon completion of project)
h, !f resld:ont;al- NUr'lber and type of houslnQ ur'1itS: N/A
:ne F"al"l; 1y
Two Family
Multiple Family
Condominium
Inl t la'
Ul~irrate
1. :f'
N/A
Estlmated Emoloy~ent
rJr1en~ation
'e';~~ornooo-Clty-Regjonal
Cor-rerCl a 1
InC;Js:r141
J. Tctal l'e19>;t cf talJe.H "lro")oseO structure _Nj~__.feet.
~ 2 ~
.
.
z.
Ho..l'T'vC" natul""'] materlal (Le. roc~. eart~. etc.) will be rel"'()ved from tt1e s.He
Total excavation and
maintenance-dredging, apprcximately
NIA
65,750 cw,,-
-- .
j~r:s
tons
3. Ho_ !"'!I"Y !!ocres Of \/!>ae':.~':.'c~ {tr-ees, s~r;..;:s. groul'1d coven.:; ~':1 be 1"et"C\le::! +'1"'''' S1t~ . ~~:..~:
..
MHure fores':. (ove~
_'es ~NC
lJO years Old) or other 'c:ai1y.'~oorta~t vegetat10n ~e re~\/e: ~j
W,11 a""
pro~ e:':.'
S. Are t~PI'"I" a":" pla!"s for re-\l~?etat'on to reolace that re""Cved dunng CQns!p'u::tion' ~y,=,~> ',,:
6. If s1r"gie O"i!'i(' ~..:~~':t. Ar'lt1c'oated oer'od cf :0"StI"U::t1011 _mor.t~s. (lnc1uc1nc de"c' ~:'::"
7. If ~ult'."'hcHec cro~ec:' a. Tota1 l'1Uf"!ber of "has!!. !i"ltlc,pated 3-4 No.
b. A"ti:ioated date 0' co~el'1:e~ent ;~ase ~ Oct~or.t~ ~~eal" (in:' ..:'
del"lC1 i t 1 O!"l)
,
A::-":li-i!:e c::-:~e:':1'1 d!:e .r'ra' ,"He May
'89
'"'C~+:''''__..e:!''
d, Is ~hase 1 financia11! de~e~cel'1t 01'1 su~seoue..t ~~ases' _____rei X,:
8. Will b)astl~g occur dur'~g construction? _____yes ~No
9. NlT't-e" Of Jobs ge"'eratec' dur~~c: constructia".l.2.- afte" era;!:t ;s co!""olete 1..2.....
10. "r~e..::f ~'::;s e' '~\natec ~'.' t~.:; pro.:ec~ None.
11. Wnl DI"O.:ect "eCJlre relocation of !T'lY prOJect:; or fac~1ities? 2-.Yes '"'0. If yes, ex:~a'~.
Existing Floating Pier Assemblies and Travelift will be constructed and relocated
1 Z. I. I, surface or subsurface 1; Qui d "'aste di s,csa 1 involved? _____y!S ~~o.
,. If yes, indicate type of \IIr!s~e (se"'age. ;1'1~Jit"i!l . etc. ) N/A
c. If s..-"ace dls~csa: nll!"'e of st"ea:"' il"tto ...,.,iC"l e""'l :Jel'1t w111 be di sCr".,sn;ed NIl<
13. .',11 s.Jr"ace area 0" uistil'lQ 1a~es. cc"~s, strea"'s. ba.',s 0" ot;,!r surface "'ate~a....s be iT'l:"~ase~ '"
cec-ease~ ~j or:o:sal? ~Ye~ _____~c.
14. :s :r:Je:~ 01'" ary pcr':.i~., of c"oject locateo in t"e laC year f~ccc olain? ~ves _____~:
l'
dredged materials
a. ~:es :rc;ec~ involve d~s~:sal of sol'c ",as~e' ~ves _____~~
b.
If yes. \IIi 11
dis10sal fac,l;ty be used" Yes x ~jc materials
and adjacent St. Agne~emeterY-properties.
: 10C4':.10r. ~/A
placed
an exis~ing so1ij waste
upland; QIlsi te
name: NIP.
c.
If yes. gi ve
d. ~lill any wastes not go into a SE"wag! dis:osal s.vste'" or into a sanitary 'a~i:"'lP _Yes x .....
15.
will ornJect use herbicides or p~stic'des" 'e, X ~o
-
\oj i ~ ~ p":;e:t routinel)' o"odJce ooon (~re than on. 1'10u" 'e' daj)? 'e, X ~o
-
Wi]; prOject preduce o~e"atil"lg nOl se !lceedlng ~he 1 oca ~ arr=:lence no,se leoveols? _Yes x
~:
17.
lB.
19.
\oj'"
result 11"1 an increase 1M energy use'
c":Ject
'e'
~~o.
If yes. ;l"ld1cate tyoe's;
ZOo
Zl.
Z2.
N/A gals/""I"lute
We-Waterfront Commercial-Village of
C-Light Industrial DistV1tt~P~~~~ of
Southola
If _a!e" supoly is fr~~ wellS il"ldlcate ou~o'~g caoacity
Total ant~:1T'\ated ....a~~r usa9'~ :oe" da_" _Nl~ _cals/dav.
Zon, r.;'
l1l'1a~ 1 S
Zo~~ng c1as~~f~:4tlon 0" site'
d~rtnaf't
.
b.
Cur"!'I'1: s:e::1f~: zcr''''Q c:13SS1"':.!tlOI' 0" s'te C=.1i.iht._InlLugrial
~s or::"o;erl use::"'s'stP"-: .nto. :-r!'se"lt :01"1''':' Yes
d.
If no. lI'C1cat!' ::les~re::l ::''''~O J1L. ___ _______
26.
A;:;I1"'o.,.,h:
Is any
'eder.' perm'~"red'
..
...ll..-YeS
NO
.
b. Doe!:> :lrOJe::t involve State or f'f"deral ~:.JndH\; or f~nanClng? Yes _~~o
.
c. loca~ a"o R.eg,onal aODr':'\la1s'
,,~~ Town. -\Li-1-4~~ Boa rod
'+-1-;', Town, J,I.~'It~ Plar."1ing Board
~~. Tcwr. :c".~~ B~a~d
~~~ Cou~ty ~ealt" Ot~art~~t
Ot"'er- 1c:al aoel"\:'esTown Trustees
O~her reg'onal agencies
State AQencies
Federal Agen::1ts
Village sf ~f~~~Eg~t Board
C. INFOR."..ITIONAL C[TAILS
Aool'"o.a1 ~~~vlred
(Yes, No) (TYDe)
~
~8s
~
Vli
:::fuL
~
~
Yes
Permi t
_Ap.l?Lo-Y.il.1_
Let<;r of Appv.
Perclt
NYSDOS /KYSDEC
Armv Corps
Permi t
SU:i'"'i ttal
(Jate)
A==1"0:;'.1I1
(Date)
Pe:1dir:~
-~-~
J/1L/84
Pf'f>,...li:1~
~g~
PeSGinb
Att!C~ a.,y I!.::::it'onal ir:~c~tion as rrlay be needed to chrify your DP'oject. If t"1!'''"e are 0" r:-;ay be a~.....
beverSf 1i'"'ca:ts assoc'ate~ .lth t~e pro~osa1, ole~se aisc~ss s~cn '~~acts a~c t~e ~!SJres wnicn car. ~e
Ua,en to r:'i1t1;llte Or av01j tf'lerTl. // ,
///
P=~:'A:~P'S $JG....:....~:~~ -' / '" i -/ /'"
TITLE:
President, DANIEL S. NAT
BRn-ER YACHT YARD AT G~
Juroe IS, 1984
JiE?~ES~.~7:~G :
or, :
Z and ASSOClATES, Inc., on behalf 2f
INC.
-4-
,
.
.
EAF
.
ENV!i\J\"'~';:AL ASSE:SIolPi: ~ Pt.~T n
PrC'ie:~ !"'::JJC~S ~nd ThO'''' ~aQ,.,1tJ,;oe
~r".."~' !..(--.!: l:~ '''':~'_ ':""'~.:,;~ 1y)
In co-:1~:,~~ :~(
been re~s:~~~:~~
fc- ~~e rev' ewer sho~1c be g;1~e~ :j t'f cuestl0n. ~a~e my decis~~ns arc ce:f~'~dt':~s
~he re~lewer is not eXOected to be an ex~e~t en~'ron~ental analyst.
Identi.Y1ng tl-:.!t u effect ...;11 be Dotent;ally large (colwl"'ln 2) does "ct ~ean tl'1at it
s;C~''''':3~t ':'r\f ;l!"o" pffe:t !'!':ust be ~'o'~llJa:e:: 1r: ~ART 3 t: de:eM"'lne slg:-,l';':ance.
rflec: 1n c.~lu;TJn' 2 slI"oly asks that it be looked at furtner.
~ s :)1 ~ J "',e.: e <; s dr' ; !
Ry lee"': -, i''', an
The Exa-:1es prOviOec are to assist the reVlewer by showlng types of effects and whe"~ver Oossl:'e t,e t~res"~'
of mag~l:~=e tnat wc~'d tr;ocer a res~onse in colu~~ Z. The e~3~~les Ire Qe~era'~v a~:'i:3~le ~~~~~:~:J: ~~e
State and fer r."Ost Slt;,;at1oriS:. But. for any s~eclfic prCJ~ct or site other e.la:"":les al'1d/or lo..er t"':~esnc1cs
may ~e mere aD~ro~riate for a Potential large Imoact rating.
- Eac'" P'''CJect, on fa.:~ site, in eac~ bcality, ..ill vary. Therefore, the exa~:::les r.a'o'e beer. of.ere: as g~lca"<f
They ~o net cor.sti~;,;te an ex~austive list of imoacts and tnresnolds to ans"er eac~ nues:~on.
The n~.~er of e~a~~:es ~er ~ue5~~Dn dO~5 not ~ncicat~ t~e '~:ort3I'1ce cf ea=h c~est~on.
INS7~~CT:~~$ (~ead Caref~11y)
I. Answer eac~ of the 18 Questions in PA:(T 2. Ans..er ~ if thE"~e will tle n. eHe:t.
b. ~ answers Should be considered as Yes ans~ers.
c. If answering Yes to a ouestion then check the !porooriate box (colu~~ 1 or 2) to ;~d~cate t-e ~cte~tial
s~ze of tr"1e Hl'::nct. If lft'.oact tnreshoic eowals 01'" exceeds any exa~pie prov'~ec, c!"\e::k ::CliJ~"': 2. :f
i~~a:~ ~;11 occur out thresnold is lo..er t~an examole. check co1~~n 1.
d. If re....ie....er ~as dor..:~<;: about the size of tt':e ilT':oact ~~e" cons,der t~e ;r-,oact as l)otential1y lar;e a"1d
o~::eeo <;:0 PA~7 3.
e. If a ~ote~~ial'y lar~e ;~oac~ or effect ca"1 ~e red~ced by a change in the project to a less t~a~ ~a~;e
ma9~'::';':;l:', tia.:e il. 'es ;"1 CO'i"i:'":n 3. A ~o reS:lOMSe indH:ates that SUCh a redJctlon 1S ne: ~cS!.':;ie
1 2. 3
IlO YeS
S~ALL TO PDTtNTI AL C;.~ !~,P:'CT BE
~DJE;<ATE LARGE J::Cr'I"'":-''' BY
....... ..-.,.I
I-PACT !,.PACT PRCJE:7 CHA~S~
- - -
- - -
- - -
- - -
x
- - -
x
- - -
- - -
i""p~C. (ll,j ~t.~;J
1.
",
III......
-~:-=::- ::;,
. - --.
:~ ~t"t"E:- 's 4 RES0LT OF A PHYSICA~ CHA~~E 10
There will be an increase in public
access to the waterfront.
WOU1~ ~rolj' to [olumM Z
00
PR0JE ':7 S; T [?
Ex.!!~,l~S tha~
;""Y ::~"'StrU:tl"", ::I" ~l::oes of 15: or greater, (15 foot rise ner
lOC' foct of leng':'~:, ~,. whe!"'t' trte general slooes in the project
area eJl.ceej 10"",.
Ccr.s~r~ct~o~ on land ~herp' the de~th to the ...ater table is less
tha~ 3 feet.
rcr:str~ctlon of niwed nari..iI1Q are~ ""'1" 1 ,"''''' or more vehlcles.
V;rl~:f'"uctHi~ 0" 13~: whe"e ~edl'"oo lS eJ')osed 01'" Cf'fleraJ 1.'0'
wlt~ln 3 feet of ex'st~ng grcu~d Surface.
...1i. ~c~s'~r:J-:~''''''' V'i'!" will c.0l'1t1nue for mo"e t~dr' 1 Veal" or- ,n'Jol'Je
r.'IQ"'e tl'1ar:<r.!:, "'~a:::'(' ('II" ~tage.
X [.r:~'J'-~,on ~Ol' -'''''1'1<; 'U~:loses t!'la~ would ~e'"'lO'o'e More than l,uOC
;o~s sf ~~:~"a) ~:te"lal (j,e. rOCk Or SO,l) per- wear.
For recreational boating purposes.
Cc~Str~C:10'" Of ~,..y new san'ta"'y 1andl-11.
-5-
.
.1
1. 2.. 3.
"...., .') pnrE~: ::"1. C:'1'l ) 'l~;'C ~ '"
'"';~~;[ "'
l"PG: P[=,~C(: Bv
'w::,a-" IW1"'t.~'" po,::(:'" >,':'I;~:
- - -
- - -
x
v,s - - -
- - -
- - -
0
- - -
- - -
- - -
- - -
v::s
Q
,.
- - -
- - -
- - -
x
C - - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
.
CO"S:~~ctlon 1M I eeSl~na~ed flooOw.!.
X O,^<, '"""" Topography of Proj _e.~ :i~.: wi~be
improved & church properties will be enhanced
-----11'
\JIll ;""':(;([ st' "" [f'rr::r TI') A.SY UN:O'JE I)R UN~JSUAl l'Nf'l F,jQ:~S ~
FC..;'J C~ THE s:7t' (ce. cJ1ff.. dUr'les. ceelo~'cal fOnl\l- ~
!t(Yls. etc.)
z.
S~eclflC lano fe~s:
f"O':'C" :"i lo.:..::;.
3. "'L~ r:::-~';ECT AFf'Ecr A'iY WAiE:P BODY O(S~';~A'!"ED AS
r;~.(:.~:' ~_~e!~ Art1cles 15, 2~. 25 of t~e E~~ir.
o"'-.e~,:a~ Conse"~dtl0n law, LC.L.)
El<!J-:leos t".at ""oull:! .401'1)' to COhlM 2
Dre~~'~= I"'Clre t~an 1(;'1 cu~ic yards of mater1a1 from
c~ar"el of a ~rote'ted stream.
ro"'str~ctjon 1M a deS1;~tted fres"water or tidal wet1and.
C't~er --oacts.
~n
"0
Co~st~u:tion of a bOdy of ~ate~ tnat exceecs In acres Of
surfa::e aru.
Project will enhance recreational
Ot.'1tr lfl'lfHICt"S: . !!n.!' 1..._~.........t>
opportun1tl..~ by ~h'n;;""--..r--s=f"O"'~~
basin approximately 115,825 sq. ft.
~
(9
4. ~!LL P~~~E:T ArFE:- AN' NON-P~OTEtTEO Ex:sr!,~ QR ~FY
8:0'1' OF t'.nt:~? .......................................
[l~~=les tnat .o~lo Ace11 to Colu~n 2
A 1::1 il'lcr"!as! 0" d~creas! in th! surf!C! lr!a 0' any OOCY
of wa:er or '"(ire tr,an I 10 ac!"e increase or deer!H!.
'I.
~:LL ~~O:E:~ ~rrt:T
~L'~r:.cC" ~i:! r,~1)l,I~DI.JAiER nlIAL:;Y'
[l.!l"':':~5 t/",at ~"oulc! Ap~Jy t.o Colum Z
Pr"'~ect will rt'lulre a discharge permit.
~O
o
P!"':~E":! "eeulres use of a sO:.s"ce of wattr that does not nave
ap~"'~al to serve ,ropostd prOJect.
P~;e:~ reeUlr!s ~ater supply from ~elJs ~;th ~re6ttr
t~an ~S cllJo~5 per "1nute ~umolng capac1ty.
CJnstr~ctlon or oc~ratjon cauS1ng any ContaMinatIon
of a ;:~:.llC ",ate'" Su=~ll s.....stem.
PrOjeCt .111 adversely affect groundwater.
ll:;:U1C eHlwent wll1 be conveyed off the site to
f"~:.!1tles .r'llCr. oresently do not eX1St Or ha...e
l~a~e~~ate ca~a::lt/.
P"oJe:: r!Ou1r,ng a faci 111y that would use water 1l'1
tlCe~s of 2r,~00 ;allons per da....
p~~~e':t. ,.111 "kel! caus~ siltatlon 0" o:ne" d1scnarQe
'''~O a., !l'S~ln:; ~:::y of wlte,. to tl'le eJ:t~nt that t"!re
w,11 ~e an ~O~10VS Ylsual contrast to natural cO,.,a,t1ons.
.,.
.
;~"'l,... I~::lH:s
See Attached Letters from H2M dated
the Co~nty -;'f Suff~lk dat-ed- 3/12/84
1/31/84 &
i.
',': L ~ p ~'" :::-
:.;.:.. : 1.;: ";F ~.. 'I" ,
:-~"'n"'i( :--~ ::..,"':':~.t 'A""[: ~n YES
....................OQ
,,~ . :.
~t.."t~~ P
[xd......lp :"a: ':ol,;ld holy to Colu~ 2
Prt")fct IW!'l.de- 'Il'''lede floo(' _!tel" 11('1"'5.
P"':\tC!. 15 Hre:_, ~o cause su~s:antlal ~""Os\on.
O~:t:t 15 lncO~Pllt1blt .ith eX1st1"g dra;neot patterns.
X r:",e" ;...:,<!::s Project ",.rill improve drainage pa~tern
and Il.QWS.
I"P~~'" ...~ '!Ii
110 'l'FS
..... ............~ <:::>
7. 1-:.... ;;;::t::- A:;::~ .AlP O..:AL:~!~.
Fl~"o~es t"e: hCl.:ld Apply to Colur"TI Z
Proje:! will induce 1.~~O or ~r! venicl! tri,s in II'IY given
J'\ou!" .
""'OJ!:t _i11 reSlOlt in t~e ;I'l,ineratjol'l o~ I'!'Clre t"'An 1 ton
rf re"l,ise ,er Mour.
P"'Cjec! p.1SS10rl rate 01 all cor:l~il"lI"!S .'11 fXC,.e!'1 5
ltls. ~e" "'Ou" 01" /I "'ea: Sl'lurce "1""O:.J"n9 ,.,,.. t"lan l~
mi '.1'0" Il':'L" S tltr .'lOur.
O~"t~ ;~a~ts.
!"'c...... ':'~ P: A','." A"'~ ~~''''~
a.
~ YES
GO
~ll~ P?C~ECT AFFE:~ A~Y THREA-E~ED :P E~OANr,EREJ S~EC:ES:
Ela~~ltS th.~ Would ADoly to Column 2
Cll'!euct,o" of O"t or no~ SOtc:;es 1; stpd 0" tht Nt... York
o~ ~~dtral list. us'''g tnt sitt, ovtr or "par 51te or
f::.md 01'1 tl"le SHt.
R.e:':'Oval o~ any "or~'o'" of a critical or Siontfica"t ...11d.
l'f~ ,.....b.Wt..
6.:l-'~'cat.r"r'! o~ Ptst,cide o~ "Ip''bici,jL' Ovtr I!t:Ire th.n
t. 'C~ III vea" O~"tr ttu" for ~~:'."t.u"..1 l).I1"'f'O'.?S.
"~'.r i:'7"oacts;
9.
,'j~L ~=':J":E:'7' SL'~S.:':;TlA.llY MFTCT r~:'I"'.';'HR.E~TC~D
E~JA~~E~E~ SPEC1ES' . ......,.."......
0, NO YES
. .... ......<:;:) <:::>
~ ~"at ~oul~ Apply to Colu~ ~
rrOl~ct ...ould substa,.,t,a11y lnttr'tre ...It" an:' rtSl~~nt
or ~1~ratory f1S~ or ...lldl1f~ soeC1~s.
P"01t::: reOUlres t"t r"l"'()val of Mort Ulall 1" ac:~E'S ...~
~a:~rt '~r~st (over l0~ ve~rs 11'1 anel or Ot"pr ::~allv
l~~orta1'1t vegetatlO~.
.)-
.
1.
2.,
~
'\Ill " pniE"I''7' j",~ ~ A', : ~ ~,? ..:. : .
..
{JOE ~.ATE LHG~ ~~:w:~: :.
; .~;;.:.:-:' !'."tC. .. .. .' . -- ,~:
- - -
- - -
- - -
- - -
- - -
X
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
.
- ~ ..., ~ --
.' -.
1;. :':'.:" "ur ::.... 'r~- .:.r:-~:" ',: ~ ~. "~~..:.: ,--.,
.,
,:..;:;.:.:-::: :~ T'; _',:-;>:-:-"'1:: :,r :~...., .:,..,,~
00
EI~-"'~~ ~-~~ :rou'~ ':';;-'.., :0 ::-l;.;..,n ;
t., 1r.:"'-:"3:'~~e ...~..d; d~~e:: :~'~>e::::. :"e ,,,:,,~A_:~....._
of 'l[>W r"oI:(!"\al'i>, co1c"s a";::,'2r ~:::"r-~ 1(' c,:,r.:ra,: :.... t'e
s~rro~~c~~'" larCS:d~e.
J, o"',:e:: ~B.l.. ~'S':-~'? "'~: ,?~~"i s:ree"":,:'la: ~s
0:"'0..., c~f.eier": fro- ..t~,..:..S dr:.": ._
t "":):~: t .1 1! re'it J': ; r t ",e F ~ ~ -, 'la t 1:" ::.. -a.':::"
s,:re!'''l''~ of s::er.~::: ....1e...'5 or ....1St!':. I;n~\.." :: De
'~:,rtd": :: :"e ar-ea.
~:"f''' '~;d:tS'
l~C':'''. C~ ~.~_..:.~
::-0::"':":-:-<:
- - . - - ~
.,
".
"~':'
". ~..
:":;'::- ;."... S :-~ :.::
S'7;:'J:":~'':l ~
: ~ ...': S "':.;l:: ,
'j:} VEt
"00
H:'_'; <:;..,:;: ~p ~.:.:..r;';78"::':~ P':"~~"A',:E?
rl~-:l~ES :..~: .:...'c .:.~,o~.. :, :::.J-:~' :
D "'C' 1 e ::: ::::;;... '" c .. ...:: t 1.. 0 I'" "1 a .. ':. ' a ' :.' ..' t:- ~" C" c: ... ~ ~ :: '''; c..; s
to 111"_1' 4"~:,1,:... cr $'te ]is':.ec on t~e "!t~:l"al ~e~';:er cf
111$ ':.Orl c ,1 aces.
:.,..1' 1~oa:: ':.0 ar. a":"'e:ic::~co!li site or f~H;l t~c ~:::a:ec
...i!:'l1r: :"',e pro:e::: s~:e.
i') t "'er ~ -::ac t5 :
JUD:~. ~~ ~o~, 5P~:r ~ prC:E~.:~':
12. WIll ~~E P:~JE:T O~~E:T TWE O~:"~7:7Y O~ C~~L~7Y O~ [X:S~:~iG NO yr~
OR Fl,;71.i~t OPL': SPACES CR REC~E"';IO~;Al OPP'JRTU'1I7IES?..... 0 r\
EJ~-,les that ~loulj A:olv to ColJMr: 2 ~
T":e :>err1o!lnt.,t foreclosure of o!l futwre r!'cre,Hiol'1al oooortunlt".
A r14Jor l"'f'dJc:t;on of an ooen SOllca '"'Dor-tant to tJ,t comunlty.
Will increase public access to water-
I')t"!!r '~!:a::~:
front, and recreational boating opportuniti7s.
JlolOe.:. "'j T;'::~ISD,:,=.~.!:,'~
; 3. ~'ILl T"t;~ :~ :O'l UFECT TO DISTtlC rRA~;SP:I;!;"";T""'1
SVS.~u5' ..................................,....
"10 YES
GO
r.a"'c'es ~r:o!l':. ....auld O,,"lv to Colur1r'l 2
Al':.eratlo~ Of :>resen':. =a':.ter~s Of nove~ent ~f ~eo~le
ar.c/or 1;:)CCS.
~"o'e:t ~~1 I ~esult lr sev~~e traff1c ,roele~s.
_ ~t"er l"':acts:
------~--- -.. ---_.
"~
.
1.
2..
~
'^
." . . .~ . ; , : " ; '. ". ,
~~-~~~ . . .
, . l , , ~ . . . . .
. . ..
u:-:. . - . ,,' , . , " , . . : . ,
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
x
- - -
- - -
- - -
- - -
- - -
.
- - -
.
.
IYD::~ ~~ r"~~sY
14.
~!IL~ P~2~EC~ ~r~ECT THE CJ~~U~I~IES S~u~CES QF FJEL OR
ESERr;v S~ir:t'L Y?
..........................................(uO
fxa-~l~s tMat ~ould t~oly to Column 2
PrOject causing oreater than 5: ;r.cre~se in a~y fo~ of
enerqy usee 1n ~unlcl~dl'tj.
P~'e:t r~o~'~'~: tre cr!3~'O~ or exte~s;cn of an enpI"9Y
tra~s~'ss10n or sUPoly syste~ to serve more than sn s;nQle
or two fa~ily res'ce~ces.
Ot"ler 1r:pacts:
pl't'~~... ~'l ~~~SE
15.
WI ~l TIJ[;[ 5E
or ElEC7RIC:'l
D5JECT:nNASLE ODORS. NOISE. r,L44E. VIB~TlnN ~O YES
~:S"RSA~CE AS A RESULT 0, TH:S ,ROJECT? ... 'I?O
llou1~ Aoo1y to Co1_ Z \.!;)
Ex~-,les tr:at
Slast;ng ....it~'n l.5r')~ fHt of is hospital, school or oHler
sensltive facility.
ndo~s ....'11 Occur routj~ely (more than one nour per day).
P~~ect ~i'l ~~oduce ooer~ting noise exceed;n~ t~e
leca] a~tI'ent nO'5e levels for noise o~ts;ce of structures.
Pr<:'~e:t ,,"-;1'1 rel"t)ve na~;Jra1 barr;l!I"S that would i!lct as tlI
nen.e screen.
nther In;1acts:
Il-fPACT O~! HEAL TIJ & I-lA.ZAIl:"lS
15.
~n HS
.............00
';:~~ PROJECT H"CT PUBLIC ilEAL TH AND SA,[Ty?
Eu"'olps t;,at l~ould flpply to Column Z
Project ~ill cause a risk of e~,losion or release of hazardous
substances (i.e. 011, Destic;dr.s. Chemicals, rarliatl0n. etc.)
1" t~e event of acciOent or uoset conditlons, or there will
he a ChronIC 101'1 level discharge or en1ssion.
x
Proj~ct t~at ~111 result in the burial of "hazardnu5 wastes"
(1.!. toxle, onisonous. hi~hl~ reactive. radioactive, irritating.
i"fectlOUs. etc., ;nclU~lnl1 ...aste-s that Are solid. sel"1;asol1d,
liQuid or contain qase!..)
Storaoe facilltips for one million or more callnns of liouified
natural ;as or ot~er liouids.
n ProJ'ect will allow safer navigation at
.t"el'" lr-:;acts'
low tides by restoring pre;iously~~;isting depths
for aeep- dla.fl.. bVdl..b. -. _____u --.-- _.____ _ _,'
Project will help protect public health by providing
needed pumpout facilities.
^.
.
1
2.
~
NO
S"ALL T~ pnTE~Tl~L CA;l ....:~:~
..
'~c~~rt lAr>GE RE2 r ~ ~ a,
l~r~CT l'~P~C7 I"ll~~ -- ~I..i':'l; :~
.
.
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
x
- - -
x
- - -
YES
.
.
S.'.....;,.L ..
ODE<lTE
I!'P;'~":'
UIH;E
I '~D to C i
L"', ,1oI...M. :It
lfEDl;Cr: By
l:'~,)":ECi (o...A"Gr
... -' ~".......
I'.Itl,,~. ~': :;:'....~....... ~...~ C-:":l).C.~c ....c C......'''..;:.y ":l ',r'-:..:"tl..l"""
17. WIll Ptl:J;r~":' .UFEC" T,..~ C..;A.~.''\:':'E:l I'\C' TI-'[ rx:s":':',:-;
CC.."t..:\l ":''f'~ ..
El.ai""=l~ ~",at ',;::lule A:l::lh to Col~~n Z
:1'1~ oO;:ul.s:1ol"1 of tl'\e C,:y. To...n or Village 1'1 ""'lie'". ~",e
~!"C'_'e"t 1~ lo':~~ecl is likely to gro..... ty MOre tna., 5~ ~F
reS10ent nUMi!ln :o~ula~jcn.
liO YES
..00
T~! ~ul"licl:~l ~~dge!S fc~ ca:ital eX::leI"lC'!~":es or o~erd-
t11"19 se.....H:es .,11 \ncrea~~ :: l'"()re :"4" 5~ :le'" .veillr iH a
res:..1 t of t"ll S :;rOJec:.
Will l"vo"..~ .!I"V ~~-!"e": ~aci:1t, ~~ ill I"Icl"-a:..i':u~t~"al
use 11'1 .~ a;l"lcultOJra\ dlstr"t or' re"'CI....e "rl~,e illg?"'lcultural
lines tr"Cl!\ ciJltivat,on.
Tnt CI"'O'ect ..ill re:>lace or el1l""'il"late ex;s~'~:: <I"!,:;';~'es.
str-....:~~.;:~S 0" ar-eas Of "115::"': ,-;:~:!.._~,: tc't~e C;:HT'ur-1~J'
~~"'e1::,~..~ ..i~1 ''",=.=F a'" ,...<I"1l.;.1:f i! :>3r-':.~::~~p /Ice
g~...:;::: .: tn s;le::l~l l"eecs.
Pr-;::ec~ .111 set an ;~;c!"'ti!n-:. pr-ecede"-:, for future prciects.
:r-o:e:t .li1 relocate 15 or mor-e e~~loyees in one or ~r-e
OJSlneHes.
Ctl'1l!'l" 1'""=acts:
18. IS ~~[~E PLe~i: C:~~~:ir~SY C~SCERN:~~ T~E :;~;E:-' ..
NO V:S
E~!~~1~S ~~at ~ouic Ao~l! t: ;olu~ :
GO
E~~~er ;o"'er~~..':. 0" cit~zenS of adji!ce~t C:~u...l:'es
f'he eJ;"esse: :::CS1 t~on or r-e]ecte: t"e ;"")'ec: coo ~i!"'e
n:: :ee... c:":!::ec.
C~le:::10'1s t:l ~"e ~r:Je:t from within the CO"'rlU"itv,
IF ",~Y ACTIC," If: '4RT 2 IS IDE~ITIFIED AS A
p~T[;m4l lARr,E I.PACT 0, IF YOU CANNOT DET[~lfjE
THE /'tAG~Hii.!D[ O~ I IoIPA C'r . PROCEED TO PART 3.
P~RiIONS OF EAF COMPLE7ED FOR THIS PRC~ECi:
:E~E?"j":"'T)N
PART I _ PART II _ P^RT l_
U~on reY1~ ~f tr.e inf:~at;on recorded on this EAr (Parts'. Z
a~: j) /I~O ::~s'~er-I~Q ~otn tke ~aonltuce and jm~ortanCt 0<1" tach
1rrpa::':.. it H r"uonaol v dtttl"mintd tnat:
PRE'^RE A "Er.ATIVE DECLARATION
CV SEE ATTACHED.
A. TI-oe or"'OJec~ "'111 result 1n no ma)or ir'10/!c'::S and. tt'ltrtf:;:lre.
1S one .nlch ~ay not cause s;gniflcant damaot to tn~ enYll"Onment.
B. ~lthouon t~e cr-o~ect could nav~ a significant effect on the
en~lr'OI'!'"le"':, ~"~"e ..-i11 net be a signiflcant offect 'In this case
teC!use tne ~1t'~at~on measures described ,n PAR: 3 hay~ been
lnclvCed as ;~rt of tne nrOPosed prOJect.
rd~e
PREflA;E :.. ",[(,.HIvE n~CLAii:ATlor,
o
PREP.\RE 'c~ITIIE ORATIe" 'ROCEED WITH EIS
C. T~e prOject w111 r-esult 1n one or more ~a)or adyer-se imOdcts
that cannot 'e reduced and may cause s'~n,flcant da~age to
t~e en..., ror.~e~t.
~lgr/!tvr-e at ~re~ar-er- (If Clff~rent fr-om resnons,ol~ Of;'cer)
S"i"Onat-;;:-e-O'f O(Ds;::-ns,tle OH1C1ai In l..eaj
Agency
Pr-Int or :j=e na-e OT r-eSDpnS1pie orflela1
1n leac:l Agenc...
-/(.'"
.
.
.
[I'
[!i~:P1'i~E~7'L tSSESS'~~~T
PA;\i Ii I
[~;. :.'~', ~~ .~~ 'u~~~.:';:E nr I~~::-S
I .jr:;:;....~ ';' r :-::J
Part 3 is ;Jre:dred 'f :..,:: -:... "'ler\? 1~::!.:: :.. e"C4e:o. ~s :,::,,::'~e"ed ~:) b~ ~ote"\tidlly larae.
The ancunt of Wr'!1nc neceSSary to answer Part 3 ~av b~ deter~;n~d by answeri"\g t~e ouestic~: r~ ~"'~~'.
com~ltt;~n ~~e ins~ruc:'ors teiow M!ve ! nlacec 1~ !~is re:ord s~f~i:~e~t 'rf:~atlon to in~':ate ~
reasona~:e~ess o. ~v ce:1s'a~s?
INSTK::CTIC'/S
Co~lete t~e folJo.l~q f~r !3Cn imoact Or effect ide":'&'ec in C:lu~r 2 or Part Z:
J. Briefly cescr'~e t~e l~'act.
z. Jesc!"ite (.;f ap::hca:le: no... the il'"':oact 1"':19"t be IT'i~.;gated or reduc!'d to a less !'li!l" li""~e ~!"''''a:: :.0' ~ _..:.
He! c"an::;e.
3. ~asec O~ t~e ;nfo~atic"\ availa:le, dec~:e if it lS re!s:~!~le t~ ccnci~~e trat this i~~~C~ ;s ~_~~~:~~:
to t~-e 1"'1111ci:ality {C:1ty, to....'"I or v111a,;eJ 1n \"''''c.'1 ti'le proJect is locate::l.
To anS~er the oUest~on of i~~or~!n:e. c~n!'~er:
The proba~ility of the impact Or ~~fect Cc:~rrinq
Tne d~ration of t~e im~a~t or effect
its ;rreverSibility, including pe~ane~tly lost resources or values
~~et~er the j~~act or effect can be c~ntr~lled
T~e reg;~nal consequence cf the i~~act or eff~ct
:ts ~ote.,tial diver~ence fro~ local ne!'cs al'l~ goals
~'1ether ~I'lo~n o~je:tions to t.,e prnJe:: a~~ly tc this i~Dact or effect.
DEiERWP'l,qJf)N OF SIG,"jF'!CA';CE
^n actlcn is consicered to b~ significant if.
nne (Ol'" r'()re', i-::;ilct
above, is l~~or:a"t.
is dete~lned to both ~ and its (t~eir) conseouence. based On the revie~
PA~j 111 Si~7E~~\jS
(Cnrt1r.ue on f~ta:h~ents. as needed)
"
.
.
BRE~ER YACHT YARD AT GREE~PORT, INC.
PHOPOSED EX~AVATION, B~LKHEAU1~G, RELO~AT]O~ OF TRAVELIFT ~ELL,
~AI~TENANCE-DREDGING, AND RECONFIGURATION OF
FLOATING PIER ASSEMbLY PROJECTS
ATTACHj\IE~T 2
ENVIHO~ME~TAL ASSESS~,iENT
TOWi, OF SOl'THOLD
NEGATIVE DECLARATION
The proposed projects at BREv.ER YACHT YARD AT GREENPORT, I,\~., ,,111
have NO adverse environmental in;pacts or effects upon; the appLca,.:' s
property belng excavated, the area bemg maintenanced-dredged, tc.e
pro;.>osed relocation s1tes, or the surroundlng upland and water area5.
-,)ulte the contrary, the proposed projects ,,"'ill have a slgnlflcJrt
pOSltlve impact by; increasing recreational activlties and o?portur.lt:es.
allo,,'ing safer utllization of the existIng ,,'ater,,'ays, "ro\'lc;c,~
addltlOnal job opportunltles, and imprOVIng the overall aesthetlc qual:!.
of tne manna and nelghbonng propertles.
/ /
.~. /:> _. //)/. ( I ~
UANIEL S. ~ATCHEZ and ASSO A ES,
On Behalf of BRE~ER ACHT
GREENPORT, INC.
,
",,-,
at
DA~IEL S. NATCHEZ AND ASSO~IATES, INC.,
555 AIda Hoad
Mamaroneck, New York 1051.3
(911.i 69ti5b76
.
VICINI. MAP
NO.7
Ro,lr..v Pt
h
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~
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G'Ullron )lAltot
.AIlIUlIUT A"E!lU(
YlLUGt or G_UllrOll
TOWN Of" IOUtltOLD
covnT OIF surrOLl
VICINITY
MAP
o
r
2500' 5000'
I I
P'~~ L~;~~~J:i*IIiI:~~I::~DlI1G
........... I..u~"'l"'" U' '~U'" ,,,"
..It.. ,.~LII...' ".UIL'-',.
DANIEL S. NATCHEZ NUl AHOCtATEI, INC.
5!5!lALDA_D
IUllUlltOfllCI.1I1WTOIllI05043
1'141 698-5oli7b
.
.
VICINITY
MAP
NO.
2
33
LONG ISLAND
,
10
,<
31
o
10
.
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13
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VICINITY
o
.
1250' 2500'
I I
5000'
I
H[VEIl YACHT YAItD -.1 C;ltttNPORT, tNC.
STULINe; l"stN
GIt[[NPORT KAtIO.
W,I,NIt.\NSn AY[Io'U[
VILl.AGE OF CiR[[NPORT
TO"1t Of $OUT/tOLD
COUNTY OF surrOll
'IO'05[D EXCAVATION. IULKMEADINCi
."I..IUII..,..t..PIlLUt"I"..... "'Nil
1t.I..UN~I~UIl""1UN O~ fI.OATI"'l.o
rail A:':'l.,IlLI "Ihllll.';:.
DANiEl S. NATCHEZ AND ASSOCIATES, INC.
555 ALUA 1l0AO
WAMAItONiCIC. NEw YOIl~ IO~3
19H.1 698-567~
.~
~1
j /1 ~~~
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.;":;; ~ ~ ,~,~",.. "'<0 / '"
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~~~~~...;.. ~"-<:.. b;:~,.;..
<---~~:J(, ~~~~
~ 6'4S'/~
SuRvE Y FOR _
BReWeR YACHT YARD ~::" :., .
AT GReeNPOI/T, INC "C, '.<?,:)\
TOWN OF SOUTHOLD ,I ~ . J
SUFFOLK COUNTY, NY c...
SCALe 1"'40' .:;, .
JULY26,1983 _..
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.
EXISTING
CONDITIONS
ST AGNES
CEMETERY
,
- -::"':..:::::""-, \,M.4NH.4NSET
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.~~.....' I..." ,'l ~." Uf ,..'II, ,..
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..Y.I. UCU5tD UlilD ",nUOI5
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KVlle 101". 1. 1113...01 DICUIIU 17. I~
DATUM: .lAJI 111I uvn UtGVPI
SCALE
o 25'SO'
,
100'
,
D~ .. .....TCHEZ MID aaaoca.TES, IHe
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AND RElOC4TEO 0Cj( C 01(
STIRLING BASIN
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................1....._....._........
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EXCAVATICHI
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ED .....
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eoAT~IN
........
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PROPOSEDK
AND DOC
EXCAVATION
REMOVAL
GUtHrOI!. INC.
. TAeHY YARt) AT
'REVE AS1N
STIIL1NC ~1I0R
GlEENPOn VENUE
MANKANS:TC:[ENPORT
YlLLAGE 0 SOUTHOLD
tOWN orOF surreLl
aMlMTT IHEADINC
VAT lOtI. IUL ANIl
'ROPOSED ~~~~I;."lllCt.lXol"t\;o~UA 1111"
"A~~~t"IVU~"'IIUN, g:Il\JIt.I.I~
.I;.l"...... A:t:IUIIL .
FII:II 0 ASSOCIATES. IN
... TCHEZ AN
DANIEL S. N 555 ALDt'll'~~K 105'-3
MAMA'OHICK,) ~9&-S67&
l:~~ 19, 198'"
VPOIl SUIVIY 11
IAS~DOUMG . Ll:"trIYEYOU
'.T,Sjvi~C~:;~ JU~TD~E~::~ 27. 1"3
.EVISED :rt. 1.'I~:'~:ft1.IVEL (lIGYDI
DATUM;
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". PROPOSED DOCKS
I TOWN OF SOUTHOLD
.
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<:>
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ST AGNES CHURCH
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PROPOSED RECONFIGUR,f.T10N OF
FLOAT ING PIER ,t.SSEMBlIES
k..:::96'~
~~A
k.:.68'~
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o 25'50' 100'
-
USED UPON SURVEY IY
YOUNG., YOUNG
N.Y.S. LIC.ENSED LAtH> SURVEYORS
SUIVU DATED JULY 26. 1983
IlEVISED SEPT. I. 1983 and DECEMBER 27.
DATUM: WlAN SEA LEVEL (NevOI
""
..
VIIIIIII.
I~sm
IN F~HE
N 0
OUTHOLD
~~S~~D
&~r
.
TCM'N OF
SOUTHOLD
U[WEIl YACHT JAlO AT GREENPOIlT. INC.
STilLING I"SIN
CRE[NPORT HARBOR
W"NHANSEl AVENUE
VILLAGE OF CIEEHPORT
TOWN or SOUTHOLO
COUNTY or SUFFOLK
'IO'OSEO [ICAVATI~. JUlKHEADING
MAIN1L"AN~~_UHLU~lh~. AhU
.t.\,.UtI~I\oUIlAIIUfi 0. tLUAI1NG
rlLII A~~UIIILT I'IIUIt.,-I~
DANIEL S. HATCHEZ AND ASSOCIATES, INC.
5SS "LOA lOAD
M"fotAIlONECK, MtW r01l1 lO~3
19lLl 69&-567&
May 19. 19S4
.
~
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....
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MAINTENANCE DREDGING MAP
TOWN OF SOUTHOLD
~~~i!fy
--. M4~
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~CE
TOWN OF
SOUTHOlD
PROPOSED
MAINTENANCE
DFf:DGING
~W~D~ fEWTH~N
DAruM: ~Rl.OW
280'
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6.1
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lASED UPON $U'VEl at
TOUNe; . YOUNG
M.T.S. LICENSED UNO SURVEYORS
WRVEY DAHD JULY>>. 1M3
aEVISEO SE'''. 1. IM~ .'ul OECIIIlIU 27, lMJ
DATUM, NEAN stA LEVEL (NCVDI
44 _
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COUNTY OF SUFFOLK
PROPOSED EXCAVATION, BULKHEADING
MAINTENANC~-DREDUINUt AND
ftCONFIGURATION OF FLOATING
PIER ASSEMBLY PROJECTS
DANIEL S. NATCHEZ AND ASSOCIATES. INC.
555 ALDA ROAD
MAMARONECK, NEW YORK 10543
(914) 698-5678
May 19. 1984
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HA TCttEZ AND
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PREVIOUS SPOILS
~ AREA
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FILL
EXIS TlNG
BERM
.
SCALE
o 25' 50'
MANHANSET
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~IO'
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o
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5'
o
BREWER YACHT YARD AT GREENPORT. INC,
STIRLING BASIN
GREENPORT HARBOR
MANHANSET AVENUE
VILLAGE OF GREENPORT
TOWN OF SOUTHOLD
COUNTY OF SUFFOLK
PROPOSED EXCAVATIONe BULKHEADING
M^IN1~N^NC~-DRED lNG, AND
RECONflGU!lATlON Of HOAIING
PIER ASSEMBLY PROII::CTS
DANIEL S. NATCHEZ AND ASSOCIATES. INC.
555 ALDA ROAD
MAMARQHECK. NEW YORK 105L3
191') 696-5678
May 19. 198"
.
.
SECTION C
AREA TO BE FILLED
Illftf~iB --
BUILDING TO
BE R,EMOVED
BOTTOM EL.- 8.0' BELOW MLW
ST. AGNES
CEMETERY
Per"
PROPOSED FLOATS
AND PILE~
288'
68'
30~ 8'~30'
>!<
70'_~40~
~40~_70'
MHW +1.2'
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ACCESS DRIVE
PARKING
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PLANTINGS
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I
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50'
.
100'
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BREWER YACHT YARD AT GREENPORT, INC.
STIRLING BASIN
GREEN PORT HARBOR
NANHANSET AVENUE
VILLAGE or GREENPORT
TOWN OF SOUTHOLD
COUNTY or surrOLK
PROPOSED EICAVATIONe BULKHEAOING
MAIN1~NANLE-DR~U ING. AND
RECQNFIGURAIION ot' HOAIING
PitH ASSBttlLY t'ROlt:l,;T5
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 "LDA ROAD
MAMARONECK, NEW YORK 10543
(9IG) 698-5678
MIl.Y 19. I~Bi.
s6W~~~~
. ST. AGNES
CE METERY
..
.
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0-0
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(CURB STOPS)
PARKING
ACCESS
DRIVE
o
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o 5' 10'
.
20'
.
BULKHEAD
PILE
FLOAT
BOT TOM
8RE~ER YACHT YARD AT GREENPORT. INC.
STIRLING BASIN
GREENPQRT HARBOR
NANHANSET AVENUE
VILLAGE OF GREENPORT
TOliN Of SOUTHOLD
COUNTY OF SUFFOLK
PROPOSED EXCAVATION. BULKHEAVING
MAINI~NANC[-DREPGING. AND
RECONFIGURA1ION Of FLOA1ING
t'IER ^S~UIBLY I'KOIt.:CTS
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALDA ROAD
MAMARONECK. NEW yaNK 1051;3
(91' J 698-5678
M~y 19. 1951.
.
MANHANSET AVENUE
.
FENCE
SECTION
E-E
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BOAT
STORAGE
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o 5' 10'
o
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TRAVELlFT
j
BOAT
STORAGE
BREWER YACHT YARD AT GREENPORT. INC.
STIRLING BASIN
GREENPORT HARBOR
NANHANSET AVENUE
VILLAGE OF GREENPORT
TOWN Of SOUTHOLD
COUNTY or SUFFOLK
PROPOSED EXCAVATION, 8ULKHEADING
M^INT~N^NCE-DREDGING. AND
IU:;CONfIGURATlUN Ut FLOAIIHG
PIt::X A5SBIHLY PROIECIS
DANIEL S. NATCHEZ AND ASSOCIATES. INC.
555 ALOA ROAD
MAMARONECK, NEW YORK 10543
{91O 698-5678
May 19. J984
SECTION - F
TYPICAL
MAINTENANCE DREDGING
tN/STING FI.QjlJS
"'1Wl PILES
.
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125'
+
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5~; "~N K':
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SLACKE TEST BORING, INC,
y~y~~g~6~
4 MAIN STREET, PO. BOX 64, KINGS PARK, L.I., NEW YORK 11754 . (516) 544-0404
I Mrs.1 Sally Ann Slacka, Pra,;danl
Boring No.
1 Job No 2945-84 Date: February 21, 1984
Brewer Yacht Yard at Greenport, Beach Road & Manhasset Avenue, Greeport, N.'
Job location
Datum
Ground Surface Elevation
6.0
Water level IS
6' 5"
10:20 A.M. - probable Tidal
DEPTH :10" 110., ".notr.tion
CLASSIFICATION Of SOil h"'pl. .f Spoon CASING aLOWS
fro", To Sp.O" I" '"ch..
Ground brown Silty DRILLED IN CASING
S...rface I' FI LL - Coarse to Fine USED (HSA)
Sand, some Gravel
I' 2'6" Brown & gray Silt, trace Gravel
2'6" 9' Coarse to Fine brown Sand & Gravel
trace Silt
Sample #1 @ 2'6" to 4' 7-7- 8 18" WATER SAMPLES
Sample #1 - 1 0' casin~
Sample #2 @ 4' to 5'6" 10- 1 0- 1 2 18" in ground
9' 20' Coarse to Fine brown Sand, trace Sample #2 - 18'6"
Fine Gravel casing in
Sample #3 @ 9' to 10'6" 5-1-2 18" ground
Sample #4 @ 14' to 15'6" 8- 6-1 0 18"
Sample #5 @ 18'6" to 20' 8- 8- 9 18"
below Ground Surface
.
.
SLACKE TEST BORING, INC.
y~y~ gt'g~g~
4 MAIN STREET, P.O. BOX 64, KINGS PARK, L.I., NEW YORK 11754. (516) 544-0404
I Mrs.1 S.IIy Ann SI.cke, President
Boring No.
2
Job No.
2945- 84
Date:
February 21, 1984
Job Location Brewer Yacht Yard at Greenport, Beach Road & Manhasset Avenue, Greenport, N.
Datum
Ground Surface Elevation
5.8
Water Level IS
5' 1"
below Ground Surface
11 :45 A.M. - orobable Tidal
DU'TH 30" II0wI Ponet,.tio"
CLASSIFICATION Of SOIL h"'PM .f Spoon CASING BLOWS
f,o", T. Sp.on In Inch..
(,rOv"d Dark brown Silt, trace Gravel DRILLED IN CASING
Surface 3" FILL - USED (HSA)
3" 2' Brown Silt, some Medium to Fine
Gravel, trace Medium to Fine brown
Sand WATER SAMPLES
2' 4' Medium to Fine brown Sand, trace Sample #1 10' casir
Fine Gravel -
in groun
Sample #1 @ 2' 6" to 4' 4- 5-6 18" Sample #2 18'6"
-
4' 9' Coarse to Fine brown Sand & Gravel casing ir
trace Silt ground
Sample #2 @ 4' to 5'6" 8-9-12 18"
Sample #3 @ 5' 6" to 7' 1 2-1 3-1 3 18"
9' 14' Coarse to Fine brown Sand, trace
Fine Gravel
Sample #4 @ 9' to 10'6" 3-4-4 18"
14' 20' Medium to Fine brown Sand
Sample #5 @ 14' to 15'6" 6- 7- 7 18"
Sample #6 @ 18'6" to 20' 8-8-8 18"
---
.
.
SLACKE TEST BORING, INC.
y~y~ lVjl~6~
4 MAIN STREET, PO. BOX 64, KINGS PARK, L.I., NEW YORK 11754 . (516) 544-0404
I Mrs.' S.lIy Ann SI.cke, Pres;d.nt
Boring No.
Job locafion
Datum
*
3
2945- 84
Date: February 22, 1984
Job No
Brewer Yacht Yard at Greenport, Beach Road & Manhasset Avenue, Greenport, N
4.5
3' 8"
Ground Surface Elevation
DE'TH
fro", To
Ground
Surf.,e
2'6"
2'611
4'
4'
5'6"
516"
9'
9'
14'
14'
20'
Water level is
1 n. In A M
robable Ti lal
below Ground Surface
CLASSIFICATION OF SOIL
30" 110..
5.lmp"
Spoon
!tofl.fr..i.n
of 5poo"
1ft Iflcho.
PROBABLE FILL - Medium to Fine
brown Sand, some Gravel, some Silt
Dark gray Organic Silt
Sample #1 @ 2'6" to 4'
2- 2- 3
18"
Brown & gray Silt
Sample #2 @ 4' to 5'6"
4-4-5
18"
Brown Silt, some Gravel, some Medium
to Fine brown Sand
Sample #3 @ 5'6" to 7'
7- 8- 8
18"
Coarse to Fine brown Sand, trace
Fine Gravel
Sample #4 @ 9' to 10'6"
7- 7 - 8
18"
Coarse to Fine brown Sand, some
Fine Gravel
Sample #5 @ 14' to 15'6"
13-11-13
18"
Sample #6 @ 18'6" to 20'
9-11-13
18"
CASING BLOWS
*boring was relocate
as indicated on print
DRILLED IN CASING
USED (HSAl
WA TER SAMPLES
Sample #1 - 10' casir
in ground
Sample #2 - 18'6"
casing in ground
.
.
SLACKE TEST BORING, INC.
y~y~~g~g~
4 MAIN STREET, P.O. BOX 64, KINGS PARK, L.I., NEW YORK 117540 (516) 544-0404
I Mrs. I S.lIy Ann SI.cko, Prosidont
Boring No.
*
4
2945- 84
Date: February 21, 1984
Job No.
Brewer Yacht Yard at Greenport, Beach Road & Manhasset Avenue, Greenport, N.'
Job location
Datum
4.6
4' 8"
Water level is below Ground Surface
2: 00 P.M. - probable Tidal
Ground Surface Elevation
DEPT"
Fr.... To
Ground
Surf.c~ '161i
1'6" 5'6"
5'6"
19'
19' 3D'
CLASSIFICATION OF SOIL
30" IlowI
SOIlllP"
Spoerl
CASING 'LOWS
'onolr.,io..
.f Spoo"
In Incho.
FILL - Coarse to Fine brown Silty
Sand, some Gravel
*relocated 13 feet
west (as indicated
on Print)
Coarse to Fine brown Sand, some
Medium to Fine Gravel, trace Silt
DRILLED IN CASING
USED (HSA)
Sample #1 @ 2'6" to 4'
Sample #2 @ 4' to 5'6"
Dark gray Organic Silt
Sample #3 @ 5'6" to 7'
Sample #4 @ 9' to 14'
4- 2- 2
18"
2- 2- 2
18"
WATER SAMPLE
Sample #1 - 24 feet
of casing in grounc
1-1-1
18"
No other sample take
due to Silty soil.
pushed 5 feet with
weight Of rods
Sample #5 @ 14' to 18'
pushed 4 feet with
weight 01 rods
Coarse to Fine brown Sand, trace
Fine Gravel
Sample #6 @ 19' to 20'6"
Sample #7 @ 24' to 25'6"
Sample #8 @ 28'6" to 3D'
11-12-16
18"
8-10-11
18"
9-9-10
18"
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CAVID CARBEN, P.C.
(20fUu.iUn., E 119'f1LU
713 MUNRO AVENUE
""AMARQNte", N. Y. 10543
'114 - QWEN. .-D138
DESIGN CRITERIA
The bulkhead for this project was designed on subsoil
infor~ation taken from Borings B1 thru B4 Incl, taken by Slacke
Test Boring Inc. Because of the extremely wet and poor surface
condi tions, no borings '''.'ere taken along the west edge of the
proposed bulkhead. However, a sounding was made to determine the
depth of the soft material. The underlayment below this level
was arrived at by interpolation from known subsoil data.
It should be noted that portions of the existing bulkhead
at the southeast and southwest extremities are not to be replaced.
Should it be desired to increase the water depth at these areas,
the bulkhead should be carefully checked and any changes that
involve an increase of water depth of more than two feet will
probably require additional strengthening.
.
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.
COUNTY OF SUFFOLK
PETER F. COHALAN
SUFFOLK COUNTY EXECUTIVE
DEPARTMENT OF HEALTH SERVICES
DAVID HARRIS. M.D.. M.F.H.
COMMISSIONER
March 12, 1984
Mr. Daniel S. Natchez
Daniel S. ~atchez and Associates, Inc.
Suite 11 0
555 AIda Road
Mamaroneck, New York 10543
Dear Mr. Natchez:
Dr. David Harris, Commissioner of the Department of Health Services, has asked
me to reply to your letter of January 24, 1984. I apologize for the delay in
answering your letter. However, there were certain aspects of the proposal
that had to be checked and verified.
A field inspection of the site by members of the staff, plus a review of site
data by the department's hydrogeologist, indicate that, with certain precautions,
the effect on the freshwater-saltwater interface will be minimal.
The use of proper sheet piling or bulkheading, as proposed, should m1n1m1ze
the impact to the freshwater supply in the area. Since the peninsula where
the project is located is not really a source of the village water supply, we
have no objections to the proposal as outlined in your letter.
Very truly yours,
/--??~ C\ ul~
Robert A. Villa, P.E.
Chief Engineer
Division of Environmental Health
RAV/lst
cc David Harris, M.D., M.P.H.
2ZS RAlBRO DRIVE EAST
HAU"PAUGE. N.Y. 11788
1!51 el 3"8-2817
--.
.
.~/-
ti~
HOLZMACHER, McLENDON and MURRELL, PC . CONSULTING ENGINEERS, ENVIRONMENTAL SCIENTISTS and PLANNERS
125 BAYLIS ROAD. SUITE 1.0. MELVILLE. N.Y. 117.7 . 51H52.l106O
January 31, 1984
Mayor George Hubbard
Inc. Village of Greenport
236 Third Street
Greenport, New York 11944
Re: Inc. Village of Greenport
Proposed Marina
Brewer Yacht Yard
GRPT 84-50
Dear M'Yor Hubbard:
In accordance with your request, we have reviewed the
proposed Brewer Yacht Yard Marina as shown on Young , Young
Drawing No. 83-549 (December 1982).
An excavation for a marina such as that proposed by
Brewer Yacht Yard can have a substantial impact on the fresh
groundwater in an area. It removes fresh water from storage
which lies in the ground within the area of the excavation.
More importantly, it increases the area from which fresh water
can flow into salt water, causing a continuous drain on the
fresh water in the area. This permanently reduces the thick-
ness of the fresh water layer in the vicinity of the excavation,
making effective use of this resource difficult.
Since the proposed excavation is on a peninsula and for
most purposes can be considered to be hydraulically isolated
from the Greenport Water Supply's existing wells, the develop-
ment of the marina does not threaten these wells or any that
might be conceived in the future. As a matter of good planning,
it is always desirable to maintain and protect whatever fresh
water resource that is available. To reduce the fresh water
underflow caused by the excavation, we recommend that the
Village require that tight sheathing be used as bulkheading
material. This should be used around the perimeter of the
basin and, if properly installed, should maintain the fresh
water layer very close to its existing condition. Depending on
/'14tPrt. J.I. U OI.J/H1.()
- .ALI. /avsree-s
~2/f'f I~
.
.
Mayor George Hubbard
Inc. Village of Greenport
-2-
January 31, 1984
existing soil/water interface permeability, the sheathing may
even increase slightly the water elevation in the immediate
vicinity.
We return your folder with the letter and plan. Please
send us a copy of the plan when beyond "preliminary" stage.
If you need.us further in this matter, please advise.
Very truly yours,
seMI' .
,J J ..
Enclosure
& MURRELL, P.C.
cc: James I. Monsell
Supt. of Utilities
t
. .
ST. AGNES R. C. CHURCH
.
FRONT STREET
GREENPORT, NEW YORK 11944
(5161477-0048
June 15, 1984
Mr. Ed Vianney, Manager
BREWER YACHT YARD AT GREENPORT, INC.
Manhanset Ave. & Beach Rd.,
Greenport, NY 11944
RE: Proposed Redevelopment of Marina and
Relocation of Excavated and Dredged Materials
Dear Mr. Vianney:
On behalf of St. Agnes Church, we are confirming the Church's
desire and need for approximately 63,000 cu. yds. of fill mat-
erial from your property which will be used to help improve the
two cemetery properties located along Manhanset Avenue. Our
proposes, including; enhancing the overall scenic ~uality of
both our waterfront and upland areas, insuring adequate space
for future cemetery needs, and increasing public access to the
waterfront for recreational purposes.
For quite some time now, St. Agnes has been looking for a large
quantity of fill to be used for increasing the elevations of
several low spots on both properties. As you know, the Church
property located on the south side of Manhanset Avenue and ad-
jacent to your marina, is currently being used as a cemetery.
There is however, a substantial portion of this site that cannot
be used as a cemetery, unless and until the area is built up to
an elevation that is at least equal to the remainder of the
cemetery.
On the other hand, the Church property located on the north side
of Manhanset Avenue is not yet being used as a cemetery. This
site however, has been reserved for use as a future cemetery.
Unfortunately, this property has been illegally used by others
as a dump site, which we have been unable to prevent. St. Agnes
would like to upgrade and improve this area by cleaning up the
refuse and increasing the overall elevation of the site. The
site would then be landscaped with "rolling hills" and the nat-
ural pond and marsh areas would be enhanced as major focal
points. To preserve as much open space as possible, St. Agnes
would like to develop mausoleum structures on this property
rather than using the standard cemetery plots which require a
much larger amount of space.
We have specifically reviewed the proposed projects at BREWER
YACHT YARD, including the proposed Site Plan and Topographic
Maps for both of the Church sites
"
. .
ST. AGNES R. C. CHURCH
.
.
,
FRONT STREET
GREENPORT. NEW YORK 11944
(516) 477-0048
and for the relocation of the fill. We feel these maps accur-
ately depict the Church's future plans for these areas. In
addition, we have reviewed the plans for the excavation of the
boat basin adjacent to St. Agnes Cemetery, and have no objections
with the propoesed 55' setback from our property which will be
used for an access drive and one row of 900 parking. In fact,
we believe that your proposed development will be a positive
addition to the area and we strongly support it.
We fully endorse the proposed plan of BREWER YACHT YARD and by
this letter, formally request the use of the excavated and
dredged materials.
Reverend Rocco Gallitelli
IC"'\ ~ fi l~r- I' .
'-2> '-<<.-. ~-<-c-" .-i-f-
..
..
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TELEPHO'E
15161765-1892
BOARD OF TO'" TRl qEE:,
TOWN OF SOlJTHOLD
Town Hall. 53095 Main Road
P.O Box 728
Southold. New York 11971
December 20, 1983
Mr. Daniel S. Natchez and Associates
Suite 1100
555 Alda Road
Mamaroneck, New York 10543
Dear Mr. Natchez:
At our monthly meeting the Southold Board of Trustees
again reviewed your proposal and look forward to seeing your
finalized plan, in the near future.
We are glad you are open to comments and recommendations
from this board. We hope you will incorporate the suggested
pump out facilities we spoke about at our first meeting.
This will be a major asset to the area and will go a long way
in correcting some of the problems caused by heavy boating in
Sterling Creek.
Looking forward to hearing from you in the near future.
Very truly yours,
Board of Town Trustees
Rzd ~J:t~-uLi-r~~_~, of'
Paul Stoutenburgh
President
PS:ip
cc: Planning Board/
Building Dept./
Town Board /
Trustees ,/
(
,
.
.
. DAN I E L 5. N ATe H E Z and ASS 0 C I ATE 5, Inc.
Office of the President
RECEIVED
JUN 201984
Suite 1100
555 Aide Road
Mamaroneck, New York 10543.4002
(914) 698.5678
Town Clerk Southold
June 18, 1984
Army Corps of Engineers
New York District
19th Floor
20 Federal Plaza
\ew York, t-iY 10278
;,ttn: Richard L. Tomer
Chief, Construction Permits East
RE: BREWER YACHT YARD AT GREENPORT, INC.
PROPOSED EXCA V A nON, RELOCA nON OF A
TRAVELlFT WELL, BULKHEADlNG,
MAINTENANCE-DREDGING, AND RECONFlGURAnON OF
FLOATING PIER ASSEMBLY PROJECTS.
Stirling Basin
Greenport Harbor
Village of Greenport
Town of Southold
County of Suffolk
State of New York
Gentlemen:
',,'e have been asked by BREWER YACHT YARD AT GREF\PORT. I\C.. to
assist them in their desire to undertake the above-referenced proJects.
Attached, please fInd a copy of the following items:
I) The Army Corps of Englneers' ApplicaUon Et-iG Form 4345.
2) The Army Corps of Engineers' NANY Form - 201, supplementing
Form 4345.
3) Our letter dated June IS, 1984 supplementing the above
application.
4) A copy of our applications to N.Y.S.D.E.C. and N.Y.S.D.O.S. -
Federal Consistency CertificatlOn Form.
5) A copy of our applications to the Village of Greenport.
.
.
BREWER YACHT YARD AT GREENPORT. INC.-6/18/8L.-Page 2
6) A copy of our appl1cations to the Town of Southold, including:
a) Southold Town Board,
b) Southold Board of Town Trustees, and
c) Southold Planning Board
We would be happy to discuss this appltcation and answer an\' qJestions
you may have.
Sincerely,
DANIEL S. NATCHEZ and ASSOCIATES, Inc.
,-----)
?'
BY:
/
/
(/>~
DSN/dst
Enclosures
cc: BREWEWR YACHT YARD AT GREENPORT. INC.
N. Y .S.D.E.C.
N.Y.S.D.O.S.
Village of Greenport
Southold Planning Board
Southold Town Board
Southold Board of Town Trustees
. APPLICATION FOR DEPARTM.OF THE ARMY PERMIT ~B APPROVAL NO. 0702.0036
(33 CFR 325) Expires 30 Ju.ne 1986
..The Department of the Army permit program is authorized by Section 10 of the River and Harbor Act of 1899, Section 404 of the
Clean Water Act and Section 103 of the Marine, Protection, Research and Sanctuaries Act. These laws require permits authorizing
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 material 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 issu~d.
One set of original drawings or good reproducible copies which show the location and character of 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 beas.i,ned by Corp., 3. NAME, ADDRESS, AND TITLE OF AUTHORIZED AGENT
DANIEL S. NATCHEZ and ASSOCIATES, Inc.
555 AIda Road
Mamaroneck, New York 10543
2. "'AME AND ADDRESS OF APPLICANT TellJphone no. during busine.. hours
BREWER YACHT YARD AT GREENPORT , INC.
Manhanset Avenue and Beach Road Ale (914) 698-5678 (Re.tdence)
Greenport, New York 11944 kC ( ) (Office)
Statement of Authorization: I hareby designata and authorize
to act in my bahalf as my
Telephone no. during business hours agant in the processing of this parmit application and to furnish, upon request,
supplemental information in support of the application,
A,C ( 516, 477-9594 (Residence) SIGNATURE OF APPLICANT DATE
AIC ( , (Office) FRVe" , 6 - I ~( -''is,"!
4 DETAILED DESCRIPTION OF PROPOSED ACTIVITY I
4, ACTIVITY
The projects covered by this application. include: 1) Excavation of a "U" shaped
boat basin down to a depth of S' below Mean Low Water. with the removal of
approximately 55,250 cu. yds. from an overall area of approximately 115,825 sq.
ft. ; 2) Removal of approximately 405 lineal feet of existing timber pile bulkhead;
3) Re loc a tion of a travel lift well; 4) Construction of approximately 1,195 lineal
feet of interlocking wood sheeting bulkhead around the perimeter of the proposed
boat basin and travel lift well; 5) Removal of the existing docking facility
SEE ATTACHED SUPPLEMENT.
4b PURPOSE
- Upgrade the quality of the local recreational docking facilities, while
providing an increase in the amount of pu b lic access to the waterfront;
- Increase boat-hauling and launch ing capacities by providing a lift well that
can accommodate a 60 ton tra velift;
- Improve the efficiency of on-site boat storage;
- Improve the efficiency of on-site automobile parking and circulation:
<
SEE ATTACHED SUPPLEMENT.
4, D;SCHARGE OF DREDGED OR FILL MATERIAL
The dredged materials (approximately 10,500 cu. yds.) , will be placed on the
applicant's property, semi-dried, mixed with the materia 1 being excavated, and
then deposited upland at three locations: 1) On-site disposal of a pproxima tely
2,500 - 3.500 cu. yds. 2) St. Agnes Cemetery located immediately west of the
applicant's property. This 95,000+ sq. ft. area will accommodate approximately
10,000 - 11 , 500 cu. yds. The existing ground elevation is approximately 2' - 4'
above Mean Sea Level, and will be raised to an average of approximately 5' - 7'
SEE ATTACHED SUPPLEMENT.
-
=NG FORM 4345, Apr 83
EDITION OF 1 OCT 77 IS OBSOLETE
(Proponant: OAEN.CWO-N)
.
5. NAMES AND ADDRESSES OF ADJOINING PROPERTY OWNERS, LESSEES, ETC., WHOSE PROPERTY ALSO ADJOINS THE WATERWAY
West - St. Agnes Cemetery
St. Agnes Church, Greenport, NY
11944
East - Town of Southold
Main Road
Southold, NY 11971
6 WATERBODY AND LOCATION ON WATERBODY WHERE ACTIVITY eXISTS OR IS PROPOSED
Greenport Harbor - Stirling Basin
7. LOCATION ON LAND WHERE ACTIVITY EXISTS OR IS PAOPOSED
ADDRESS:
Manhanset Avenue and Beach Road
STPEET, RCAC, ROUTE OR OTHER DESCRIPTIVE LOCATION
Suffolk
COUNTY
New York
STATE
11944
ZIP CODE
Village of Greenport Town of Southold
LOCAL GOVERNING BODY WITH JURISDICTION OVER SITE
8. Is any portion of tne activity for which authorization is sought now complete? 0 YES [XNO
It answer is "Yes" give reasons, month and veef tMe acti"dty IIIIIIS completed. Indicate the existing work on tn. drawings.
9 List all aporovals or certifications and denials received from other federal, interstate, state or local agencies for any structures, construction,
J.s.:harges or Otner activities described in this application.
ISSUING AGENCY
N.Y.S.D.E.C.
II.Y.S.D.O.S.
Village of
GreenQort
Town or Southold
Planning Board
Town Board of
Trustees
Town Board
TYPE APPROVAL IDENTIFICATION NO.
Permit
Consistency Cert.
Permit
Site Plan Approval
Permit
Permit
DATE OF APPLICATION
DATE OF APPROVAL
Pending
"
DATE OF DENIAL
"
"
"
"
~ 0 Appl icatlon is hereby made for II permit or permits to authorize the activities described herein, I certify that I am familiar with the information contllined in
this application, end that to the best of my knowledge end belief such informatiOn is true, complete, and accurete, I further certify that I pOS$8ss the
authority to undertake the proposed activities or I am .cting as the duly authorized agent of the applicant.
(,-''''/-1;<-)
DATE .
7
lll'/;"
DATE
The application must be signed by the person who desires to undertake the proposed actiLrity (applicant) or it may be signed by a duly
authorized agent if the statement in Block 3 has been filled out and signed.
18 LT,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, conceals, or covers up by any trick, scheme, or device a material fact or makes any false, fictitious or
fr:l.Udulent statements or representations or makes or uses any false writing or document knowing same to contain any false~fictitious 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.
. .
BREWER YACHT YARD AT GREENPORT. INC.
PROPOSED EXCAVATION. BULKHEADING. MAINTENANCE DREDGING
AND RECONFIGURATION OF FLOATING PIER ASSEMBLY PROJECTS
JUNE Hi. 19B4
SUPPLEMENT TO ARMY CORPS FORM 4345
4. DETAILED DESCRIPTION OF PROPOSED ACTIVITY
4a. Activity (cont.)
consisting of approximately 655 lineal feet of main dock. 51 finger piers. and 42
piles; 6) Construction of ne.... floating pier (dock) assemblies consisting of a total
of 1.450 lineal feet of main dock. 90 finger piers. and 95 piles; 7l
~laintenance-dredging by clam shell and barge and/or drag line of an
irregularly-shaped area of approximately 120.800 sq. ft. and the removal of
approximately 10.500 cu. yds. of material. 8) Upland relocation of approximately
65,750 cu. yds. of dredged and excavated materials.
4b. Purpose (cont.)
Increase the
Provide St.
upgrade and
llIlprove the
properties.
quality and quantity of boat maintenance and repair services;
Agnes Church ....ith a majority of the fill material needed to
improve their properties for use as cemeteries;
overall aesthetic quality of the marina and neighboring church
4c. Discharge of Dredged or Fill Material (cont.)
upon completion of the filling project. 3) St. Agnes Cemetery located along the
north side of Manhanset Ave.. and directly across from the applicant's property.
Tins undeveloped 11.8 acre site ....ill accommodate approximately 52.000 cu. yds. of
matenal. The existing elevation of this site ranges from approximately 2.0 to 8.0
feet above :dean Sea Level. Upon completion of the filling project. the average
elevation of the site ....ill be approximately 10.0' feet above Mean Sea Level.
.
SUPPLEMENT TO ENe FOIM-4345
-
Complete and .ubmit. alODg vith material. requ..t.d below .nd .xecut.d ENe
FOT\ll-4345. "Application for a OA pat'lllit". If DlC....TY. continue ttem on In
additional .heet. Identify eatTY by item aumber.
CEK!\l.AL
1. Period of time required to complete the propo.ed _rk. loth actual _rk time and
duration of the project are re~uired (i.e.. three weeks of _rk t~ oYer a ~-
month "eriod), Oct.I984-May 198 Actual construction time - 25 to 30 months.
2. Information char.cteristic of neighborhood (i.e.. high. medium. or low density;
residential. commercial. or industrial). Low density residential and
waterfront commercial - marinas, boat yards, etc.
3. Types of .djacent marine structures and approximate distance fron the project site.
Adjacent boat basin (bulkhead and pile anchored floats)-approximately 600' west
Swing moorings maintained by BREWERS and being removed - approximately 50-90' south of
existing docking facility.
4. Distance to noise sensitive areas !i.e.. .choola. ho.pitals, ete).
Hospital - approximately 1,200' southwest (across Stirling Basin)
School - approximately 5,000' south (across Stirling Basin)
School - approximately 8,000' north
5. Types of constrUction equipment to be used during constructinn and number of each
type (i.e. , '>ulldozers. trucks. cran~s, etc). Backhoe, 2 - 3 trucks, piledriver,
clamshell and barge and/or dragline dredge operation.
6. Submit representative photographs, color.if possible. of the project area.
Ident~!: ~ictures (i.e.. view from north. ~~~t.. etc.. time and da te 1" ken). Out-
. .__ ...& ...: - ..._l. __ ... See Attac ed.
7. Iadicate on your project plans and nn photographs of the li~.(I} the Incatinn nf any
wetlands vegetation (such as cordgras~, reedgrass and cattails) in the construction
area. Identifv ohoto2raohs as indicated in box 6. SEE ATTACHED.
8. Indicate the locallon ~~ known historical or archaenlogieal site(.) within the
one 0 .
project limits.
'I. Submit enpy of any completed environmental .tudies or reports on the prol'osetl
project. See Attached Letter by DANIEL S. NATCHEZ and ASSOCIATES, Inc. dated 6/15/84
10. Di.cu.s .Iternative. to the propo.ed project which were investigated including
alternative locatinn.. disposal areas. construction techniques etc. and why they
were relected See Attached Letter by DANIEL S. NATCHEZ and ASSOCIATES, Inc. dated
_ . 6/15/84
.
.
NANY F0Rl1-201
Feb 78
",
.
11.
DRlDGI!lC - UPt.AllD DISPOSAL
Submit s~cific 10~tion. and photol~aph.. c010~ if possib1.{
sit.(s} fo~ the depo!ktion of a~edged mate~ia1. Identify a1
of the p~opo..d
photographs as
: --.I '.hi...~' E ATTACHED. ,
12. ~sMH'E'e ~;\fNfll.t c\M,~rnl1 oka~f~ d!~l?:tlOl~ ite (s). ,
2) St. Agnes West - existing cemetery
3) St. Agnes North - future cemetery (currently undeveloped)
13. Indicatr. physical MA>ure of d~edged mAte~ial (i.e. . sllnd. sl1 t. clay ~ tc). Give
pe~cent'ges of the ~arious f~actions. if available.
sandy, with some silt and small percentage of clay, gravel.
14. For maintenance ~~edging. DA permits a~e generally issced f~~ a 10 year perl~d.
Indicate the number of times dredging is anticipated over a 10 year period and
the totAl capacity (cubic yards) of the proposed disposal sire(.) which will he
used to accommodate the dredged material. Maintenance-dredging will be undertaken 3-4
times over a ten-ye~r period. Capacity of disposal site - N/A. Dredged material will
be mixed with upland excavated materials and used as fill. SEE ATTACHED.
15. Describ~ !l1ethod of dredged material containment ({.e.. emban~~ent. bulkhead. etc).
earth embankment - dredged material will be deposited onsite, semi-dried, mixed with
excavated material and then relocated. SEE ATTACHED.
DREDGING - O~EN WATER DISPOSAL
16. Por maintenance dredging. DA Permits are generally issued for a In y".r pe~icd.
Indicate the number of times dredging is anticipated over a In year period.
17. Submit required testine data (testing criteria wi 11 be furnished upon reqcest).
18. Discuss alternatives to open wster disposal of dredged material and why they
were rejected.
MOORING FACILITIES .
19. Number of water craft using the present marina facility. Are pumpout facilities
available? Approximately 90-94 recreational boats. No pumpout facilities are
currently provided.
20. Numb.r and type of water craft which will utilize the proposed marina or docking
facility. Will pumpout facilities be provided for? Approximately 170-180
recreational boats. Pumpout facilities will be provided.
LAND FILL .
2l. Indicate type of structur.s to b. built 0" the proposed l_f!~-' ~Is '-'eme~e~_~'?~t~
fl1 . Ma 0 eum struc ures
graves.
22. Type of fill to be used (i.... sand. stone. rubble. earth. etc). gravel, sand, silt
and some clay.
23. Method of fill plscement. ;
Dump truck.
24. Describe any proposed methods for control line turbidity during filling operatio".
J.)f A -,,+1 ,materials- will be placed upland
solutely no fill will be placed on or within 25' of ~ny MHW line. SEE ATTACHED.
NAN'! FORM-201
F.." 18
(back)
.
.
DAN I E L S. N ATe H E Z and ASS 0 C I ATE S, Inc.
Office of the President
Suite 1100
555 Aida Road
Mamaroneck, New York 10543-4002
(914) 698-5678
June 15. 1984
Army Corps of Engineers
New York District
26 Federal Plaza
New York, New York
Attn: Richard L. Tomer
Chief, Construction Permits East
RE: BREWER YACHT YARD AT GREENPORT, INC.
PROPOSED EXCAVATION, BULKHEADING
MAINTENANCE-DREDGING, AND RECONFIGURATION OF
FLOATING PIER ASSE~BLY PROJECTS
Gentlemen:
BREWER YACHT YARD AT GREENPORT, INC., (hereinafter referred to as -
BREWERS) has asked us to assist them in obtaining the necessary
regulatory approvals for undertaking the above-referenced projects. This
letter provides additional information supporting the proposed proJects,
and is dlvided into the following sections:
1. PROJECT DESCRIPTION
11. BACKGROUND ON BREWERS AND THE NEED FOR UPGRADING
AND EXPANDING THEIR MARINA
Ill. ADDITIONAL SUPPORTING INFOR~ATION
IV. ALTERNATIVES
I. DESCRIPTION OF THE PROJECT:
BREWERS is seeking approval to expand and upgrade their marina. as
follows:
1) Excavate a "U" shaped boat basin and
travelift well within an overall area of
115,825 sq. ft. , and remove a total of
55,250 cu. yds. of material.
a 24' x 60'
approximately
approximately
2) Remove approximately 405 lineal feet
pile bulkhead that extends from Dock
is located along the south end of
basin. The excavated bulkhead will be
by a local carting company.
of existing timber
#1 to Dock #5 and
the proposed boat
disposed of upland
.
.
BYY AG-Corps-Letter of Support-6/l5/84, Page 2.
3) Construct and Maintain a new timber bulkhead
approximately 1,195 lineal feet along the entire west,
north, and east perimeter of the proposed boat basin and
lift well. The wood bulkhead will consist of 3" x 12"
interlocking timber sheeting and 14" diameter piles driven
down to a depth 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 uf continuous (reinforced concrete)
"deadman" anchors that will be attached to each timber
pile along the bulkhead with 2" diameter tie rods. The
proposed bulkhead will tie into the existing timber
bulkhead that runs from east to west along the south
shoreline of the ~larina.
4) Relocate and expand a travelift by removing one runway
extension approximately 40' in length located between
Dock #3 and Dock #4. The proposed travelift well
(approximately 60' x 24'), will be excavated along the
east side of the proposed boat basin and will be able to
accommodate an approximate 60-ton travelift.
5) Remove the existing floating pier assemblies as follows:
Dock "1 located on
consisting of: a!
approximately 60'
pile located on the
the west side of the marina,
One(l) main line of floats
x 8'; and b) One (1 ) timber
south end of the dock.
Dock #2 located on the west side of the manna,
consisting of: a) One( 1) main line of floats
approximately lSL' x 6'; b) One liT" head fleat
approximately 60' x 6' located perpendicular to
the south end of the main float line; cJ
Eleven( 11) finger piers approximately 25' xl.'
located along the east and west sides of the
main float; d) One(l) float approximately 45' x
5' located perpendicular to the north end of the
main float; and e) 13 timber piles located at the
ends of each finger pier and "T" head float.
Dock #3 located on the west side of the marina,
consisting of: a) One!.lJ main line of floats
a pproxima tely 140' x 6'; b) One ( 1 ) "T" head
float approxima tely 60' x 6' loca ted
perpendicular to the south end of the main float
line; cJ Ten( 10) finger piers approximately 25'
xl.' located along the east and west sides of
the main float; d! Twol2:' finger piers
approximately 35' xl.' located perpendicular to
.
.
BYY AG-Corps-Letter of Support-6/15/84, Page 3.
the "T" head float; e) One(1) float approximately
45' x 5' located perpendicular to the north end
of the main float; and fi 12 timber piles located
at the ends of each finger pier and "T" head
no at.
Dock #4 located on the east side of the marina,
consisting of: a) One(l) main line of floats
approximately 114' x 6'; b) One(IJ "T" head
float approximately 60' x 6' located
perpendicular to the south end of the main float
line; c) Six(6) finger piers approximately 28' x
4' located along the east and west sides of the
main float; di C;-,ei,l/ float approximately L5' x
5' located perpendicular to the north end of the
main float; and e) 8 timber piles located at the
ends of each finger pier and "T" head float.
Dock #5 located on the east side of the marina,
consisting of: aJ One( 1) main line 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
line; cJ Six(6) finger piers approximately 28' x
4' located along the east and west sides of the
main float; d) One( I) float approximately 45' x
5' located perpendicular to the north end of the
main float; and e) 8 timber piles located at the
ends of each finger pier and "T" heat float.
6) Construct, Install and Maintain a series of new
floating pier (dock) assemblies as follows:
Dock A located on the ','est slde of the proposed
boat basin and in the vicinity where Docks #1
and #2 are currently in place, consisting of: a)
Onell) main line of floats approximately 245' x
6'; b) One(l) timber ramp approximately 12' x
4' located at the north end of the main float; cJ
SiX(bJ finger piers approXimately 50' xl,'
located along the west side of the main float; d)
One(l) finger pier approximately 35' x 40
located along the west side of the main float; e)
Six(6) finger piers approximately 40' x 4'
located along the east side of the main float;
and f) 13 timber piles approximately 12" in
diameter and 40' in length located at the ends
of each finger pier and main float line, adding
stability to the structure.
.
.
BYY AG-Corps-Letter of Support-6/15/84, Page 4.
Dock B located in the center of the proposed
boat basin and in the vicinity where Dock #3 is
currently in place, consisting of: a) One( 1)
main line of floats approximately 645' x 8'; b)
One(l) timber ramp approximately 12' x 4'
located at the north end of the main float; c) 36
finger piers approximately 30' x 4' located
along the east and west sides of the main float;
and e) 40 timber piles approximately 12" in
diameter and 40' in length, located at the ends
of each fi:1ger pier and the main float line,
adding stability to the structure.
Dock C located on tne east side of tne proposed
boat basin and in the vicinity where Docks #4
and ,;5 are currently in place, consisting of: a)
One( 1) primary line of main floats approximately
125' x 6'; b) OneIl) timber ramp approximately
12' x 4' located at the north end of the primary
float and connected to the eXIsting timber
bulkhead; c) Three(3) finger piers approximately
40' x 4' located along the west side of the
primary float; d) Two(2) secondary main floats
approximately 205' x 6' located parallel to one
another and extending perpendicular from the
east side of the primary float; e) Eight(8)
finger piers approximately 25' x 4' located
along the north side of the southern-most
secondary float; f) Fi ve (5) finger piers
approximately 50' x 4' located along the south
side of the southern-most secondary float; and
gl 15 timber piles approximately 12" in diameter
and 40' in length located at the ends of each
finger pier and along the primary and secondary
float lines, adding stability to the structure.
Twenty-foud24) finger piers approximately W' X
4' located along the east, north, and west
perimeter of the proposed boat basin with
twenty-fourr 24) timber ramps approximately 12' x
[.' located along the proposed boat basin and
connected to each finger pier; and 24 timber
piles approximately 12" in diameter and 40' in
length located at the ends of each finger pier.
adding stability to the structures.
One(l) "L" shaped floating service dock located
on the east side of the proposed boat basin and
immediately north of the proposed lift well,
consisting of: a) One(l) line of floats
approximately 25' X 6' located parallel to the
.
.,
BYY AG-Corps-Letter of Support-6/l5/84, Page 5.
proposed bulkhead; b) One (1 ) line of floats
approximately 34' x 6' located perpendicular to
the proposed bulkhead; and c) 3 timber piles
approxImately 12" in diameter and 40' in length
located at the end and along the side of the
service float, adding stability to the structure.
7) Maintenance-dredge an irregularly-shaped area
approximately 120,800 sq. ft. to an average depth of
8' below Mean Low Water and remove approximately
10,500 cubic yards of material as measured IN PLACE,
(Approximately 10,050 cu. yds. from an area within
the Village of Greenport, and L.50 cu. yds. from within
the Town of Southold) . The area to recei ve
maintenance-dredging is located throughout the existing
docking facility and includes the additional water
areas (approximately 23,960 sq, ft.) that are required
for the proposed pier configuration. All
maintenance-dredging activities will be undertaken by
clamshell and barge and/or drag line operations. The
material being dredged will be placed on BREWER'S
upland property, semi-dried, and then relocated as
part of No. 8 below.
8) Upland Relocation of the Excavated and Dredged
\laterial: There will be a total of approximately 65,750
cu. yds. of material removed from the project site. This
includes approximately 55,250 cubic yards of material
being excavated from the proposed boat basin, and
approximately 10,500 cubic yards of material removed
by the maintenance-dredging operations. All of the
dredged materials will 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 cubic yards; 2)
St. Agnes Cemetery located immediately west and
adjacent to BREWER'S property. Approximately 10,000 -
11,500 cubic yards will be deposited in this location to
Increase the average ground elevation by approxImately
2 - 4'; and 3) St. Agnes Cemetery located adjacent to
BREWER MARINA on the North side of Manhanset Avenue.
Approximately 52,000 cubic yards will be deposited on
this undeveloped 11.8 acre site.
11. BACKGROUND ON BREWER YACHT YARD AND NEED FOR THE PROJECTS
BREWERS is a recreationally-oriented commercial marina located on the
north side of Stirling Basin, in Greenport Harbor. BREWERS is located in
both the Town of Southold and the Incorporated Village of Greenport,
County of Suffolk, :\ew York. The exact location of BRE\'JERS is shown en
the vicinity maps that are attached to this application.
.
.
BYY AG-Corps-Letter of Support-6/15/84, Page 6,
BREWERS is the home for approximately 90-95 recreational boats which
range in lengths up to 50+'. BREWERS provides additional related marina
services including: boat repair and maintenance operations, a 20-ton
travelift, and wet and dry boat storage facilities. All of these support
services are designed to enhance recreational boating activities and
provide a means for public access to Stirling 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 will
have to be a proportional increase in the amount of docking facilities
and related services such as repair and launching operations. The
Stirling Basin and Greenport Harbor area is no exception to this
increasing demand for public access to the waterfront. There are several
reasons for this, some of which include:
1) The Village of Greenport' s and the Town of Southold' s proximity
to the New York metropolitan area - approximately 80-90 miles
east;
2) The nearby location of a deep water channel that provides easy
access to the Atlantic Ocean through Gardiners Bay:
31 Naturally-protected harbors and bays; and
[.) A steady increase in the amount of tourism throughout the area
because of Greenport' s small 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, this
took the form of ship-building and commercial fishmg cperatlOns.
Unfortunately, the area is now experiencing some economic and
employment problems. To help broaden and expand the local economic
base, the area has been supporting and enhancing a variety of
recrea tion and tourist activities. Over the years, the demand for public
access to recreational facilities has grown to acute proportions, while
the amount of available space for these facilities has decreased
significantly. Since boating represents one of New York's fastest growing
recreational activities, one very effective way to help accomplish the
goal of providing additional docking facilities, is to upgrade and
expand the limited number of existing marinas.
In short, the proposed marina redesign projects at BREWERS will help
restore and revitalize this waterfront area for marine-related
recreational uses. The proposed projects will help strengthen the
economic base of the Greenport Harbor area by developing and enhancing
boating-related activities which are in the spirit of Greenport's unique
maritime identity. In addition, by providing pur;:pout facilities, the
project will help encourage the use of an important and sought-after
sanitary waste system.
.
.
BYY AG-Corps-Letter of Support-6/15/84, Page 7.
111. ADD1T10NAL SUPPORTI~G INFORMATION
lmpact on Fresh Water Supply
Any excavation project in this region of Long lsland, must be
undertaken in a manner that will insure that the project will not
deplete and/or endanger the area's fresh water supply. The availability
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 should only be allowed if
there will not be any danger to the local fresh water supply. BREWERS
shares these concerns and has conducted various tests and consulted
,...'ith notable pI'ofessi0nals to maKe sure that there ....;,ill be no adverse
impacts as a result of the proposed excavation projects.
As can be seen from the attached vicinity maps, BREWERS is located on
a peninsula that was created as a result of major excavation projects
that were undertaken over time. These existing canals and boat basins
"cut" much farther inland than the proposed "U-shaped" excavation at
BRE\~ERS. Thus, in several areas, the existing salt-water/fresh water
mterface protrudes inland a greater distance than the proposed
excavation project at BREWERS. In addition, the peninsula is almost
entirely served by the Village of Greenport Water Uhlity's plped water.
There are no public wells or public well fields within 4500' of the
project site. The peninsula is considered by many to have been
e:i;];lnatec 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 excavation project at BREWERS, cannot be
considered as "inland" excavation.
According to Robert A. Villa, P. E., Chief Engineer for the Suffolk
County DlVision of Environmental Health, professional hydrologists from
the Suffolk County Hea:th Dept. conducted a field inspecti:cn and
reviewed the proposed projects. Their conclusion is, that: "Since the
peninsula where the project is located is not really a source of the
Village water supply, we (Suffolk County) have no objections to the
proposaL.." A summary of their report is attached to the application.
Furthermore, H2M which is the Consulting Engineering Firm for the
Village of Greenport and the Vlllage of Greenport Water Utillty, has
determined that the proposed excavation project will not have a
substantive impact on the fresh ground water storage. Again, the
primary reason for this is that the project site is located on a
peninsula and is completely isolated from the Village of Greenport water
supply's existing wells. The H2M report is included as part of the
application.
ln order to maintain the lntegrity of the fresh water/salt water
interface, BREIIERS pr:cposes to undertake the project with the use of
tight interlocking wood sheeting for the bulkhead. The bulkhead will be
constructed around the entire area bemg excavated and will extend from
a height of approximately 6' above Mean Sea Level, to approximately
10' below ~Iean Sea Level.
.
.
BYY AG-Corps-Letter of Support-6/1S/84, Page 8.
Impact on Navigation
The proposed reconfiguration of the floating pier assemblies will not
encroach on or interfere with navigation in Stirling Basin. This includes
the Federal Basin located an average of approximately 60' from the
south end of the proposed docking facility and the Federal Channel
located approx1mately 300' - 400' south of the proposed floating pier
assemblies. The reconfiguration of Dock C on the east side of the
manna, will not extend any farther into Stirling Basm than the overall
lengths of the two existing docks (Dock #4 and #5) currently located in
this area.
Upon completion, the west side of the marina (Dock A and Dock B), w111
. be extended approximately 45', and will cover an additional water area
of approximately one-quarter of an acre. It should be noted however,
that boats being 1T,00red along the southwest end of the proposed docking
facility (Dock A and Dock B), will still be farther away from the north
slde of the Federal Basin than the existing and authorized lengths of
Docks #4 and #5 located on the east side of the marina. In addition,
the proposed lengths of Dock A and Dock B on the west side of the
marina, will be increased to the point where they form a straight line
wlth the ends of docks on the east side of the property, (Dock C) and
wah the docks located at Stirling Harbor Marina located approximately
600' west of BREWERS.
BRE\\ERS is aware of the fact that there are several underwater land
grants within Stirling Basin. Upon completion of the reconfiguration
projects, the new dockmg facility will be an average of approximately
50' shoreward of the 293,370 sq. ft. parcel of underwater land that was
granted to Herbert Fordham on May 18, 1934. ln addition, the new docks
will range from approximately 40' 100' shoreward of the Pier and
Bulkhead Line that was apnroved by the Secretary of War back on
January 5, 1894. As can be seen from the attached maps, the Pier and
Bulkhead Line appears to be in the same relative location as the
Federal Basin line.
In return for the expansion on the west side of the marina, BREWERS
will remove eight (8) eleven (11) swing moorings located 1mmediately
south of the existing docking facility. These eight(8) - eleven! II) swing
moorings currently occupy a water area of approximately 2.25 acres.
Furthermore, since only .25 acres of water space will be required for
the extension of the docks on the west side of the marina, once the
swing moorings are removed, there will be an additional 2.0 acres of
water space available for navigation m this area.
Upland Relocation of the Excavated and Dredged Material
Includmg the boat basin, the travelift well, and all
mamtenance-dredging activities, there will be approximately 65,750 cubic
yards of material removed from the project site. Of this, approximately
10,050 cu. yds. will be from maintenance-dredging within the Village of
.
.
.
BYY AG-Corps-Letter of Support-6/15/84, Page 9.
Greenport; 450 cu. yds. from maintenance-dredging within the Town of
Southold; 52.950 cu. yds. from upland excavation within the Town of
Southold; and 2,300 cu. yds. from upland excavation within the Village
of Greenport. Approximately 2,500 - 3,500 cubic yards of this material
will be relocated on-site, in order to attain the proper elevations and
contours 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:).) feet in elevation
from Manhanset Ave. to the water'b edge. Unfortunately, there are a few
"low" areas throughout the site that have created minor drainage
problems during periods of heavy rainfall. The most apparent "low" area
IS approximately 120,000 sq. ft. located along the west side of the
property and mcludes the east side of St. Agnes Cemetery. The average
elevatIOns throughout this area range from approXImately 2' - 4' above
Mean Sea Level. This area will be built up to an average ground
elevation of approximately 5' - 7' above '.l.S.L. It is desired to have
the entire site at a relatively flat elevation' so there will be no major
constrain ts for parking and winter boat-storage purposes. Altogether,
there Will be approximately 12,000 15,000 cu. yds. of material
deposited on-site and along the east side of St. Agnes Cemetery which is
contiguous to the area that needs to be filled along the west side of
BRE'.~i:.RS.
In addition, there is a sty,all section of tidal marsh grass iSpartina)
locatec' in tree southeast corner of the site. NO FlLL WILL BE PLACED ON
OR WlTHIN 25' OF THE M.H.W. UNE IN TH1S AREA. This special
condition will help to insure the productivity of this sensitive intertidal
marsh zone.
"tost of the material being removed (approximately 52,000 cubic yards),
w111 be transported across ~Ianhanset Avenue to a site located directly
acress free, BREWER YACHT YARD. All of the rr.aterial "..ill be trucked
mto the primary relocation site at a point directly across from BREWERS
entrance drive located on Manhanset Avenue. This undeveloped 11.8 acre
site is owned and maintained by St. Agnes Church, and will 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 large
amount of fill will first be needed to increase the average elevation
throughout the property. As can be seen from the attached Topographic
"lap, there is an extensive low area throughout the site which is
approximately 195,000 sq. ft. or 4.5 acres in size. The site is primarily
an old field which is becoming overgrown with diverse vegetation. The
most distinguishable environmental feature is a small fresh-water pond
-- approximately two to three acres in size, depending on the amount of
rainfall and subsequent ground water elevation. The pond is located on
the south edge of the site and along ;,lanhanset Avenue. St. Agnes
Church realizes the environmental and aesthetic value of this pond, and
Wishes to accentuate this area as a major focal point around which the
cemetery will be developed. Absolutely NO FILL MATERIAL WILL BE
PLACED ON OR WlTHIN 25 feet of this pond. Thus, the pond will be
completely protected and even enhanced.
.
.
BYY AG-Corps-Letter of Support-6/15/84, Page 10.
The northern boundary of the primary disposal site is comprised of a
earth dike that was constructed several years ago to retain a large
quantity of dredged spoils. This previous disposal site is currently
undeveloped, and has an average elevation of approximately 2.5 - 4.0
feet above Mean Sea Level. This area will serve as the primary
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 ::1. Agnes
Cemetery and the already-developed Stirling Cemetery. Similar to the
fresh water pond, S1. Agnes Church is aware of the significance of this
lntertidal marsh zone. ln order to protect thiS area, no matenal ".111 be
deposited within 25' from the edge of the hlghwater l1ne.
The remaining 8+ acres of upland are gradually becoming overgrown
with small trees, shrubs. and various plants that are common broughout
Eastern Long lsland. The vegetation includes; black locust, black
cherry, red maple. red cedar, grey birch and oak. The more open
sectlOns of the field are dominated by: bay berry, poison lVy, golden
rod, and switchgrass. ln addition, the site is frequently used as a
dumping ground for all kinds of rubbish, including old tires, furniture,
etc.
As can be seen from the attached Grading Plan, the new topography of
the primary relocation site will not exceed an elevation of approximately
15' above ;'iSL. ln addition, the site will be graded to an apprOX1IT,ate
6% slope. The resulting drainage pattern has been designed to channel
runoff towards the following areas: 1) The previous spoils area located
cn the north side of the site; 2) The fresh water pond located on the
south edge of the site; and 3) the salt marsh located on the east side
of the site.
The fresh and salt water ponds as well as the previOUS spoils area,
will act as retention basins for the anticipated runoff from the disposal
site. Drainage swales will be gn.ded to help channel the runoff toward
these natural retention areas. ln addition, the drainage s".ales Will be
revegetated with 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 will consist of mulch and/or perennial rye
grass WhlCh are frequently used to protect recently-constructed slopes.
These types of protective ground cover will help reduce runoff by
allowing more water to infiltrate the soil. ln addition, mulch and other
forms of temporary cover are essential for establ1shing good stands of
grasses by reducing the loss of soil mOisture by evaporation, holding
seeds and fertilizer in place, and reducing seedling damage from the
heaving of the soil caused by freezing and thaws. During constructlOn,
fill material will only be placed in one area at a time to avoid having
a lar,;e area bare and unprotected. As construction is completed in one
area, grading will then proceed to another.
.
.
BYY AG-Corps- Letter of Su pport-6/15/84, Page 11.
In short, the primary relocation site does not represent a significant or
critical environmental habitat. In addition, because of its proximity to
B REWE R YACHT YARD (approximately 50 feet south across Manhanset
Avenue), all trucking operations to and from this area will not cause
any disturbance to any of the nearby residents. A temporary access
drive into the site will extend directly across from the existing entrance
drive at BREWER's. There are no obstructions or tight curves at this
point along Manhasset A venue.
Ill. ALTERNATIVES
Upon investigation, it is clear that the proposed project as outlined
above. is the only practical and economically-viable approach available
to BREWERS to help satisfy the increaslDg demand for public access to
the waterfront. Given the existing design and configuration of the
~,!arina. there are no other reasonable solutions to increase the amount
of docking facilities, unless the existing docks were extended into the
FEDERAL BASIN. This alternative is completely unacceptable since the
docks would interfere with the navigation in Stirling Basin.
Another unacceptable alternative would be to extend the existing docking
facility along the east and/or west shorelines of Stirling Basin - beyond
the ripanan boundries of the marina's property and directly in front of
their neighboring property owners.
Another alternative that was considered was to undertake a smaller
project, either by cutting back the excavation of the boat baslD to onlv
one-half or one-third the total distance that 1S currently proposed, or
by reducing the extensions of Piers A and B by 45'. At the present
time, there are long waiting lists for slips at the manna. In fact, the
proposed increase in the number of slips upon completion of the project
\approXlmately 80), will actually be less than the current demand. In
short, the scale of the proposed project is at a point where there would
not be a reasonable economic payback or Justification if there was anv
reduction in the Size of the proposed boat baslD and/or the number of
boat slips.
The alternatives to bulkheading around the proposed boat basin would
be stone rip-rapping. or leaving the slopes bare and unprotected. These
alternatives are impractible for several reasons. By using stone rip-rap
or leaving the banks unprotected, a much larger basin would have to be
excavated in order to construct the same number of boat slips that are
currently proposed. The reason for this is that bulkheading allows full
use of the adjacent waterfront, whereas rip-rap would have to be placed
along a sloping bank which results in additional space that cannot be
used for boat-mooring purposes. An unprotected shoreline would erode
quickly, resulting in increased siltation and maintenance costs. The
accumulation of silt that is caused by eroding banks, reduces the
effecti veness of floating docks. Also, protection of the fresh water-salt
water interface would be much less effective as compared With the
proposed bulkhead.
.
.
BYY AG-Corps-Letter of Support-6/1S/S4, Page 12.
Finally, the only other alternative available to BREWERS, would be to
not expand and upgrade their marina doing nothing at all. 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 addition, from the standpoint of the local economy, this alternative
would be unfortunate. The inability of a commercial marina to upgrade,
expand and increase the amount of docking facilities as demand for them
increases, would force the recreational-boaters to look elsewhere for
available docking space. This would result in the loss of what could
have been a substantial gain for the local economy. BREWERS has
estimated that approximately 15 temporary jobs will be created during
the construction phase of the project, and approximately 15 20
full-tl:o,e Jobs \ an increase of 300;;) will be created upon cOfT.pletioCl of
the proJect.
The local economy will also receive additional gains as a result of the
spinoff effect of the increased public activity generated by the proposed
expansion.
I n short, the proposed projects at BREWER YACHT YARD AT GREEN PORT ,
lNC., have been designed to enhance the aesthetic and economic value of
the waterfront, and to prevent these areas from decaying and/or being
used for other purposes which result in a loss of public access to the
waterfront.
\'Ie respectfullv request the Army Corps' prompt review and processing of
this application and issuance of the necessary regulatory approvals. We
would be pleased to meet with you and answer any questions you may
have.
WUh warm regards...
Sincerely yours,
DANIEL S. NATCHEZ and ASSOCIATES, Inc.
-
DSN/dst
/' / ::: '7 /~/-
BY ?f;~n ,,0;:1.:.1-;;:,,) /
. 0" !' "President
cc: BREWER YACHT Y ARD AT GREENPORT, INC.
N.Y.S.D.E.C.
N.Y.S.D.O.S.
Village of Greenport
Town of Southold
Army Corps of Engineers
.
.
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TCHEZ AND
DANIEL S. NA "LDA lOAD 1~3
555 NEW YORk
NAMA.OHf;ll,:') 69&-S:;:
/Ill)' 19. I
SUIVEY IV
IAS~OUU:~1 ~~~iURVEYOIS
tt.y.s'viic::~i~ JULY.~i:~::i 27. 1963
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DANIEL .. NATCHEZ AND ASSOCIATES, INC.
555 ALDA lOAD
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.
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A. TCHEZ AND A
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tr"~USriVE\' DATEp JU;YpECEMBEIl 27.
1 198...n ("(;'1'01
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NATCHEZ AND
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AREA NAVIGATION MAP
BREWER YACHT YARD AT GREENPORT. INC.
STIRLING BASIN
GREEN PORT HARBOR
MANHANSET AVENUE
VILLAGE OF GREENPORT
TOWN OF SOUTHOLD
COUNTY OF SUFFOLK
PROPOSED EXCAVATION. BULKHEADING
MAINTENANCE-DREDGING. AND
flCONFIGURATION OF FLOA1ING
PIH ASSEMBLY PROJECTS
BASED UPON
DEVELOPMENT PLAN
VILLAGE OF GREENPORT
TOWN OF SQUTHOLD. N. Y.
JUNE. 1967
DANIEL S. NATCHEZ AND ASSOCIATES. INC.
555 ALDA ROAD
MAMARONECK. NEW YORK 10543
(914) 698-5678
Ilay 19. 1984
.
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lASED UPC* SURVEY IV
YOUNG" YOUNG
H.Y.S. LlCtMSttl LAND SURVEYORS
SURVEY DATED JULY 26. 1983
REVISED SEPT. 1. 1983 and DECEMBER 27 1983
DATUM: ..tU SU LEVEL IIlCVDJ .
.
I"-
~
"l
RECONFIGURATION OF DOCKS
AND MOORINGS
r- -, ~nON.6l.
: I I ~OR
L..__.J OCKS
(0 ~~O~<6~bO
~--- - EXISTING
L- - - _J R.OATS
. ~~SERND
$~o.v~
"f.to~
~
SCALE
o 25'50' lod
-
8A.S/N
nEWEl YACHT YARD AT GREENPORT. INC.
STIRLING IA51N
GlEENPOfIT MAUOR
NAMHANSEl A\'IHut
VILLAGE OF CRE[NPORT
TOWN OF SOUTHOLD
COUNTY OF surrou.
PROPOSED [XCAYATlOJrrl, BUUHEA.tJ1NG
MAINIt.NAN...t.-UIlt.LII.oINl> Ahl)
.t.!"'UN~II"UIl"IIU" U~ l'~UAII"'"
I'IU' A~"t.NtlL1 I'IlUIt....,~
OANIEL B. NATCHEZ AND ASSOCIATES. IN
555 "LDA lOAD
WAWAROfrltCl(, NE'Ji YOIlI( lOS4J
19a1 69&-!161~
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.
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125' 250
500'
.
AT CIUNI'OlT. INC:.
YACHT YAlD
"EVEI IN
51llUNC ~'OR
GIEEMI'O'T AVINUE
MANHAN5ITCIEEN'ORT
YILLAGE: SOUTMOLO
TOli'M or surroLl
COUNTY
IUUM[,I.01NG
EXCAVATIOfrl. Mi)
"OP-OSID ""N\..t.."ItI:.UI"I""~UAII"\.>
"'\IN 1 I:. .. U~ r
UtI~It;,UI""IIU rIlUIt.\..I)
.1:.1.. A>>U,II:ILl
rit.1ll ASSOCIATES. INC.
N" TCHEZ AND
DANIEL S. 555 AUlA 1,000~1t 10S43
.,.
"'ANARON~~lK4'1 69&-5676
iIla)' 19.19610
.a !'REVIOUS
~ S~~t'i
EXISTING
BE~M
P~POSED
G OUND
PR FILE
SECTION A
PROPOSED
FILL
MANHANSET
AVENUE
~IO'
5'
o
EXISTING G~OUND
P~OFILE
I ~.
'. FRESH WATER POND
SECTION B
PROPOSED
FILL
PREVIOUS SPOILS
~ A~EA
EXISTING
BERM
.
.
SCALE
o 25' 50'
MANHANSET ~15'
AVENUE 10'
Y
o
BREWER YACHT YARD AT GREENPQRT. INC.
STIRLING BASIN
GREEHPORT HARBOR
NAHHANSET AVENUE
VILLAGE or GREENPORT
TOWN OF' SOUTHOLO
COUNTY OF SUFFOLK
PROPOSEO EXCAVAIIONe BULKHEAUING
MAINltNANC~-DReD lNG, AND
RECONFIGURA1IQN OF FLOA1ING
PIER ASSHI8LY PROJECTS
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALOA ROA 0
MAMARONI::CK. NEW YORK JOSJ;J
(91L) 698-5676
May 19. 198t,
.
.
SECTION C
A~EA TO BE FILLED
~~~iB --
BUILDING TO
BE ~MOVED
BOTTOM EL.- 8.0' BELOW MLW
S1: AGNES
CEMETE~Y
rr".
PROPOSED FLOATS
AND l>ILES
288'
68'
3048'j(-30'
~40~-70'
MHW +1.2'
---------- --- - ----
----uMlWu_U,-m
)1<
ACCESS D~IVE
PA~KING
WALKWAY WITH
PLANTINGS
~22'~19'~8'
II
o
I
25'
,
SCALE
50'
,
(G)~.
~
-""
100'
I
----
-;::;jJ;:.;--
~,~";'~:E::.'"
IASlDllPOIlWnUIY
'0I,IIl(ia 'OUIIC
..'.1. lICllIUD LANb !oulVtton
IWnEY DAHDJlIlfJi. I'"
InlSlD un. I. 191' .".. DECU.IU 21. 191}
nUIIN. MUN IIIl LEVllllIIGVDI
>f<
70'~40~
BREWER YACHT YARD AT GREENPORT, IHC.
STIRLING BASIN
GREEN PORT HARBOR
MANHANSET AVENUE
VILLAGE OF GREEHPORT
TOWN or SOUTHOLD
COUNTY OF SUffOLK
PROPOSED EXCAVATIONe BULKHEADING
MAINTlNANCt-DKED lNG, AND
RlCONfl~URATION Of fLOATING
PIU ASSEMBLY PROJECTS
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALDA ROAD
MAMARONECK, NEW YORK 10543
19W 698-5678
May 19. 1984
.
.
s6W~~~~
ST. AGNES
CE METERY
..
ACCESS
DRIVE
SECTION
D-D
o
PLANTERS
(CURB STOPS)
PARKING
o
20'
BULKHEAD
PILE
FLOAT
BOTTOM
BREWER YACHT YARD AT GREENPORT. INC.
STIRLING BA.S1N
GREEN PORT HARBOR
MANHANSET AVENUE
VILLAGE OF GREENPORT
TOWN OF SOUTHOLD
COUNTY OF SUFFOLK
PROPOSED EXCAVATION, BULKHEADING
MAIN1ENANCt-DREDGING. AND
IftCONtlGURATION ot tLOAllNG
PIER ^!:l:>I::MHLY t'KOII::C1S
DANIEL S. NATCHEZ AND ASSOCIATES. INC.
555 "LDA ROAD
M....MARONECK. NEW YOI(K 10543
(914) 698-5678
!>h.y 19, J9Bl.
.
.
MANHANSET AVENUE
SECTION
E-E
NATURAL
SCREENING
FENCE
BOAT
STORAGE
SCALE
o 5' 10'
20'
.
TRAVELlFT
BOAT
STORAGE
BREWER YACHT YARD AT GREENPORT. INC.
STIRLING BAStN
GREENPORT HARBOR
NANHANSET AVENUE
VILLAGE OF GREENPORT
TOWN OF SOUTHOLD
COUNTY OF SUFFOLK
PROPOSED EXCAVATION, 9ULKHEADING
MAINTENANCE-DREDGING. AND
flCONUGURA. nON Ut HOAllHG
FlU ASSEMBLY rRO)ECTS
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALDA ROAD
MAMARONECK, NEW YORK J0543
(914) 696-5676
May 19. 1984
SECTION - F
TYPICAL
MAINTENANCE DREDGING
.
- - - - - - - - - AfHW +2..'
mST,NO ---------WlW 0.0
/IIJl.KIEAO ~ EXIST/NIt ~TlQlI
'L. III" "_/lE
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I'IlOPOSEO FlQ04TS ANa "IlES
----- ----1MtW +2....
EX'S TINO ---------AlLW 0.0
BULKHEAD
I- _0 BOTTOM ,./IOF,LE
, ~
0 S' 10' ld
... , , . .
r
12S'
+
2S'
'UWU YACHT lAID AT GUUrolT. IMe.
SHUIII.., ....SlN
GUlN'On KU'O.
1l~IlKANSn AnNUl
VILLAGE Of CIUllrOIT
TOWNOf!oOl!tNOtD
CDUIITY Of SUFfOLK
, .o=~~~ ~ :::;~ :~~:~ul.I:~ ~l::~D 'lOG
IlLLUlot't.VUTION OJ tl.U~]IJ'"
!"1l1I ~~UIBL' I".,"~
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,
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APPROXIMATE
LOCAtiON OF
TEST 80RINGS
T l ,-' 8:.: ~.:. ::J~:,: 7 ~ ~ i'
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cou.n Of S\'H;~J
"""OHr (lCH'1j~. 'l'I.III(~rl.G
:l:~_::':..:~:.....~: '
DANIEL'. N"'CHEZ AND ASSOCIATES, IHC.
35: ALP. 'OA~
..........OH1:., HE_ 'N. Itl500J
L~..' w.,..~,
110) 19.1....
.
.
SLACKE TEST BORING, INC.
Y~Y~W-g~6~
4 MAIN STREET, P.O. BOX 64, KINGS PARK, L.I., NEW YORK 11754. (516) 544-0404
I Mrs. J Sally Ann Slacke, President
Boring No.
1
29115- 811
Date:
February 21, 19811
Job No
Brewer Yacht Yard at Greenport, Beach Road & Manhasset Avenue, Greeport, N,"
Job location
Datum
Ground Surface Elevation
6,0
6' 5"
Water level IS below Ground Surface
A M b bl T'd I
10:20 , - oro a e I a
DEP'YH 30" 1'0.. Ponotr.tion
CLASSIFICATION OF SOIL Sample .f Spoon CASING SLOWS
fr.," T. Sp.on In Inch..
Grovnd DRILLED IN CASING
Svrf6Ct' l' FI LL - Coarse to Fine brown Silty USED (HSA)
Sand, some Gravel
l' 21611 Brown & gray Silt, trace Gravel
2'6" 9' Coarse to Fine brown Sand & Gravel
trace Silt
Sample #1 @ 2'6" to lI' 7-7-8 18" WATER SAMPLES
Sample #1 - 10' casin<
Sample #2 @ lI' to 5'6" 10-10-12 18" in grounc
9' 20' Coarse to Fine brown Sand, trace Sample #2 - 18'6"
Fine Gravel casing in
Sample #3 @ 9' to 1 0' 6" 5-1-2 18" ground
Sample #1I @ 111' to 15'6" 8- 6-1 0 18"
Sample #5 @ 18'6" to 20' 8-8-9 18"
.
.
SLACKE TEST BORING, INC.
g~g~~g~G~
4 MAIN STREET, P.O. BOX 64, KINGS PARK, L.I., NEW YORK 11754. (516) 544-0404
I Mrs.l Sally Ann Slacke, Pr.,;dent
Boring No.
2
Job No.
2945- 84
Date:
February 21, 1984
Job location Brewer Yacht Yard at Greenport, Beach Road & Manhasset Avenue, Greenport, N.
Datum
Ground Surface Elevation
5.8
Water Level IS
51 1"
below Ground Surface
11 :45 A.M. - probable Tidal
DE"YH
CLASSIFICATION Of SOil
30" lIowI
S.",pl,
Spoon
"on.fr.tion
of Spoon
III Inch..
CASING !LOWS
from To
Ground
Svrfac~
3"
FI LL - Dark brown Silt, trace Gravel
DRILLED IN CASING
USED (HSA)
3"
2'
Brown Silt, some Medium to Fine
Gravel, trace Medium to Fine brown
Sand
WATER SAMPLES
2'
4'
Medium to Fine brown Sand, trace
Fine Gravel
Sample #1 - 10' casi,
in groun
Sample #1 @ 2'6" to 4'
4-5-6
18"
Sample #2 - 18'6"
casing i
ground
4'
9'
Coarse to Fine brown Sand & Gravel
trace Silt
Sample #2 @ 4' to 5'6"
8- 9- 1 2
18"
Sample #3 @ 5'6" to 7'
1 2- 1 3- 1 3
18"
9'
14'
Coarse to Fine brown Sand, trace
Fine Gravel
Sample #4 @ 9' to 10'6"
3- 4- 4
18"
14'
20'
Medium to Fine brown Sand
Sample #5 @ 14' to 15'6"
6- 7- 7
18"
Sample #6 @ 18'6" to 20'
8-8-8
18"
.
.
.
SLACKE TEST BORING, INC.
Y~y~W"y~g~
4 MAIN STREET. PO. BOX 64. KINGS PARK, L.I.. NEW YORK 11754. (516) 544-0404
I Mrs. ) Selly Ann Slecke, Pre.iden!
Boring No.
Job location
Datum
*
3
2945-84
Date: February 22, 1984
Job No
Brewer Yacht Yard at Greenport, Beach Road & Manhasset Avenue, Greenport, N.
4.5
Wafer Level is
3' 8"
In.nn A M - rnhahl" T;~"I
below Ground Surface
CLASSIFICATION OF SOil
30" 110.1
S.mp~
Spoon
Pon_tr.tion
.f Spoon
'n Inch..
Ground Surface Elevation
DEPTH
f,o"" To
Grour"\d
5vrface
2'6"
216"
4'
4'
5'6"
5'611
9'
9'
14'
14'
20'
PROBABLE FILL - Medium to Fine
brown Sand, some Gravel, some Silt
Dark gray Organic Silt
Sample #1 @ 2'6" to 4'
2- 2- 3
18"
Brown & gray Silt
Sample #2 @ 4' to 5'6"
4-4-5
18"
Brown Silt, some Gravel, some Medium
to Fine brown Sand
Sample #3 @ 5'6" to 7'
7-8-8
18"
Coarse to Fine brown Sand, trace
Fine Gravel
Sample #4 @ 9' to 10'6"
7-7- 8
18"
Coarse to Fine brown Sand, some
Fine Gravel
Sample #5 @ 14' to 15'6"
13-11-13
18"
Sample #6 @ 18'6" to 20'
9-11-13
18"
CASING BLOWS
*boring was relocate(
as indicated on print
DRILLED IN CASING
USED (HSA)
WA TER SAMPLES
Sample #1 - 10' casin
in ground
Sample #2 - 18'6"
casing in ground
.
.
SLACKE TEST BORING, INC.
y~y~ g.cg~g~
4 MAIN STREET, P.O. BOX 64, KINGS PARK, L.I., NEW YORK 11754 . (516) 544-0404
I Mrs.) Sally Ann Slacke, Pr.sident
Boring No.
*
4
2945-84
Date: February 21, 1984
Job No.
Brewer Yacht Yard at Greenport, Beach Road & Manhasset Avenue, Greenport, N.'
Job location
Datum
4.6
4' 811
Water level is below Ground Surface
2:00 P.M. - probable Tidal
Ground Surface Elevafion
Df'TH
h.", To
Ground
Surflce 1'61;
1'611 5'611
5' 611
19'
19' 3D'
CLASSifiCATION Of SOIL
30" l'oWl
h""..
I,....
'-..o".ti...
.f Spoon
I.. Incho,
FILL - Coarse to Fine brown Silty
Sand, some Gravel
Coarse to Fine brown Sand, some
Medium to Fine Gravel, trace Silt
Sample #1 @ 2' 6" to 4'
Sample #2 @ 4' to 5'6"
Dark gray Organic Silt
Sample #3 @ 5'6" to 7'
Sample #4 @ 9' to 14'
4- 2- 2
18"
2- 2- 2
18"
1-1-1
18"
pushed 5 feet with
weight 0 rods
Sample #5 @ 14' to 18'
pushed 4 feet with
weight of rods
Coarse to Fine brown Sand, trace
Fine Gravel
Sample #6 @ 19' to 20'6"
Sample #7 @ 24' to 25'6"
Sample #8 @ 28'6" to 30'
11-12-16 18"
8-1(}-11 18"
9-9-10 18"
CASING BLOWS
*relocated 13 feet
west (as indicated
on Print)
DRILLED IN CASING
USED (HSA)
WA TER SAMPLE
Sample #1 - 24 feet
of casing in groun<
No other sample take
due to Silty soil.
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CAVID CARSE:N, P.C.
Co,uu.l.ting E l1gl11Lt.'l
713 MUN~C AVE....UE
MAMARCNECK, N. Y. 1 C 5.3
91. .. aWItNe 8-0138
DESIGN CRITERIA
The bulkhead for this project was designed on subsoil
infor~ation taken from Borings Bl thru B4 Incl, taken by Slacke
Test Boring Inc. Because of the extremely wet and poor surface
condi tions, no borings '.':ere taken along the west edge of the
p~oposed bulkhead. However, a sounding was made to determine the
depth of the soft material. The underlayrnent below this level
was arrived at by interpolation from known subsoil data.
It should be noted that portions of the existing bulkhead
at the southeast and southwest extremities are not to be replaced.
Should it be desired to increase the water depth at these areas,
the bulkhead should be carefully checked and any changes that
involve an increase of water depth of more than two feet will
probably require additional strengthening.
.
.
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.
COUNTY OF SUFFOLK
PETER F. COHA.LAN
SUFFOL.K COUNTY EXECUTIVE
DEPARTMENT OF HEALTH SERVICES
DAVID HARRtS. M.o" M.P.H
COMMISSIONER
March 12, 1984
Mr. Daniel S. Natchez
Daniel s. ~atchez and Associates, Inc.
Suite 11 0
555 AIda Road
Mamaroneck, New York 10543
Dear Mr. Natchez:
Dr. David Harris, Commissioner of the Department of Health Services, has asked
me to reply to your letter of January 24, 1984. I apologize for the delay in
answering your letter. However, there were certain aspects of the proposal
that had to be checked and verified.
A field inspection of the site by members of the staff, plus a review of site
data by the department's hydrogeologist, indicate that, with certain precautions,
the effect on the freshwater-saltwater interface will be minimal.
The use of proper sheet piling or bulkheading, as proposed, should minimize
the impact to the freshwater supply in the area. Since the peninsula where
the project is located is not really a source of the village water supply, we
have no objections to the proposal as outlined in your letter.
Very truly yours,
/--;(~ G ul~
Robert A. Villa, P.E.
Chief Engineer
Division of Environmental Health
RAV/lst
cc David Harris, M.D., M.P.H.
225 RABRO DRIVE EAST
H...UP......UGE. N.Y '1788
f5 I &) 348.ze 17
-.
--
/-
ti~
HOLZMACHER, McLENDON and MURRELL, P.C.' CONSULTING ENGINEERS, ENVIRONMENTAL SCIENTISTS and PLANNERS
125 BAYLIS ROAD, SUITE 140, MELVILLE, N.Y. 117H. 516-752.9060
January 31, 1984
Mayor George Hubbard
Inc. Village of Greenport
236 Third Street
Greenport, New York 11944
Re: Inc. Village of Greenport
Proposed Marina
Brewer Yacht Yard
GRPT 84-50
Dear M~or Hubbard:
In accordance with your request, we have reviewed the
proposed Brewer Yacht Yard Marina as shown on Young & Young
Drawing No. 83-549 (December 1982).
An excavation for a marina such as that proposed by
Brewer Yacht Yard can have a substantial impact on the fresh
groundwater in an area. It removes fresh water from storage
which lies in the ground within the area of the excavation.
More importantly, it increases the area from which fresh water
can flow into salt water, causing a continuous drain on the
fresh water in the area. This permanently reduces the thick-
ness of the fresh water layer in the vicinity of the excavation,
making effective use of this resource difficult.
Since the proposed excavation is on a peninsula and for
most purposes can be considered to be hydraulically isolated
from the Greenport Water Supply's existing wells, the develop-
ment of the marina does not threaten these wells or any that
might be conceived in the future. As a matter .of good planning,
it is always desirable to maintain and protect whatever fresh
water resource that is available. To reduce the fresh water
underflow caused by the excavation, we recommend that the
Village require that tight sheathing be used as bulkheading
material. This should be used around the perimeter of the
basin and, if properly installed, should maintain the fresh
water layer very close to its existing condition. Depending on
/'14tn'l. J.I. U O./J,4(1.()
. .ALI. rlZv$refiS
J./2 Ii I( I""
.
.
Mayor George Hubbard
Inc. Village of Greenport
-2-
January 31, 1984
existing soil/water interface permeability, the sheathing may
even increase slightly the water elevation in the immediate
vicinity.
We return your folder with the letter and plan. Please
send us a copy of the plan when beyond "preliminary" stage.
If you need.us further in this matter, please advise.
Very truly yours,
& MURRELL, P.C.
SCM/. .
,J J III
Enclosure
cc: James I. Monsell
Supt. of Utilities
. .
ST. AGNES R. C. CHURCH
FRONT STREET
GREENPORT, NEW YORK 11944
(5161477-0048
June 15, 1984
Mr. Ed Vianney, Manager
BREWER YACHT YARD AT GREENPORT, INC.
Manhanset Ave. & Beach Rd.,
Greenport, NY 11944
RE: Proposed Redevelopment of Marina and
Relocation of Excavated and Dredged Materials
Dear Mr. Vianney:
On behalf of St. Agnes Church, we are confirming the Church's
desire and need for approximately 63,000 cu. yds. of fill mat-
erial from your property which will be used to help improve the
two cemetery properties located along Manhanset Avenue. Our
proposes, including; enhancing the overall scenic ~uality of
both our waterfront and upland areas, insuring adequate space
for future cemetery needs, and increasing public access to the
waterfront for recreational purposes.
For quite some time now, St. Agnes has been looking for a large
quantity of fill to be used for increasing the elevations of
several low spots on both properties. As you know, the Church
property located on the south side of Manhanset Avenue and ad-
jacent to your marina, is currently being used as a cereetery.
There is however, a substantial portion of this site that cannot
be used as a cemetery, unless and until the area is built up to
an elevation that is at least equal to the remainder of the
cemetery.
On the other hand, the Church property located on the north side
of Manhanset Avenue is not yet being used as a cemetery. This
site however, has been reserved for use as a future cemetery.
Unfortunately, this property has been illegally used by others
as a dump site, which we have been unable to prevent. St. Agnes
would like to upgrade and improve this area by cleaning up the
refuse and increasing the overall elevation of the site. The
site would then be landscaped with "rolling hills" and the nat-
ural pond and marsh areas would be enhanced as major focal
points. To preserve as much open space as possible, St. Agnes
would like to develop mausoleum structures on this property
rather than using the standard cemetery plots which require a
much larger amount of space.
We have specifically reviewed the proposed projects at BREWER
YACHT YARD, including the proposed Site Plan and Topographic
Maps for both of the Church sites
. .
ST. AGNES R. C. CHURCH
FRONT STREET
GREENPORT, NEW YORK 11944
(516) 477-0048
and for the relocation of the fill. We feel these maps accur-
ately depict the Church's future plans for these areas. In
addition, we have reviewed the plans for the excavation of the
boat basin adjacent to St. Agnes Cemetery, and have no objections
with the propoesed 55' setback from our property which will be
used for an access drive and one row of 90' parking. In fact,
we believe that your proposed development will be a positive
addition to the area and we strongly support it.
We fully endorse the proposed plan of BREWER YACHT YARD and by
this letter, formally request the use of the excavated and
dredged materials.
Reverend Rocco Gallitelli
~ ~ 8"4rl'
"-2> l<<-. ~-<-c-" . ". -t.t... .
.
.
TfLfPHO'if
15161765.1892
BOARD OF TOW' TRl~TEE~
TOWN OF SOUTHOLD
Town Hall. 53095 Main Road
P.O. Box 7:8
Southold. New York 11971
December 20, 1983
Mr. Daniel S. Natchez and Associates
Suite 11 0 0
555 Alda Road
Mamaroneck, New York 10543
Dear Mr. Natchez:
At our monthly meeting the Southold Board of Trustees
again reviewed your proposal and look forward to seeing your
finalized plan, in the near future.
We are glad you are open to comments and recommendations
from this board. We hope you will incorporate the suggested
pump out facilities we spoke about at our first meeting.
This will be a major asset to the area and will go a long way
in correcting some of the problems caused by heavy boating in
Sterling Creek.
Looking forward to hearing from you in the near future.
Very truly yours,
Board of Town Trustees
-Hzd )j~~J;i~~~ ~,f'
Paul Stoutenburgh
President
PS:ip
cc: Planning Board/
Building Dept./
Town Board /
Trustees ./
J~
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STIRLING
BASIN
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COLOR PICTURES
PAGE ..L OF ll.
8~ ..0
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~/#iC.O
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IASEtlU'o.;
T~oc;U'KICIIAI'
fin: IASTUI! TOlOJo:S
SUrrOH COUNTY, Ill. Y.
,"UTIIO.II~
iUtFOLI COUNTY
DUAllIdlil' Of I'",auc .OUS
DAT\lIoI,= 1Il1U SU Ll'U
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'"
~ER YACHT YARD AT GREENPORT. INC.
STI RLING BASIN
GREENPORT HARBOR
NAHHANSET AVENUE
VILLAGE OF GREENPORT
TOWN OF SOUTHOLD
COUNTY OF SUFFOLk
PROPOSED EXCAVATION. BULKHEADING
MAINT~NANCe-DH~DvING. AND
~eCONFIGUHATION OF tLOATING
riEl< ASSEMBLY J'RO)t:Crs
SC.6.L(
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!!!!Iiiiiil
DANIEL S. NATCHEZ AND ASSOCIATES, INC
555 ALDA ROAD
WAMARONECK. NEW YOkK IOSLJ
19W 698-5678
May 19. 1984
---~
l
EL S. NATCHEZ AND ASSOCIATES, INC
555 ALDA ROAD
WAMARONECK. NEW YOkK IOSLJ
19W 698-5678
May 19. 1984
SC.6.L(
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DANI
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: AND ASSOCIATES, IHC
ALOA ROAD
. NEW YOkK 105/.3
,) 698-5678
, 19. 198'
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TES, IHC
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DANIEL S. NATCHEZ AND ASSOCIATES, IHC
555 ALDA ROAD
IlI"MAROHECK. NEW YOkK IOSLJ
19W 698-5678
~.Y 19. 1984
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DANIEL S. NATCHEZ AND ASSOCIATES, IHC
555 ALDA ROAD
WAMARONECK. NEW YOkK IOSLJ
1911.) 698-5678
~.Y 19. 1984
;-~]
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DANIEL S. NATCHEl
555
WAMARONECI(
191,
~.
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DANIEL S. NATCHEZ AND ASSOCIATES, IHC
555 ALDA ROAD
WAMARONECK. NEW YOkK 105/.3
1911.) 698-5678
~.Y 19, 1984
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DANIEL S. NATCHEZ AND ASSOCIATES, IHC
555 ALDA ROAD
WAMARONECK. NEW YOHK 105/.3
1911.) 698-5678
~.Y 19. 1984
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DANIEL S. NATCHEZ AND ASSOCIA
555 ALDA ROAD
WAMARONECK. NEW YOHK I~
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.JUN 201984
Office of the President
Town Clerk Southold
June 18, 1984
~lavor George Hubbard and Board of Trustees
Village of Greenport
Village Hall
236 Third Street
Greenport, New York 11944
Attn: Oiancv Cock
RE: BREWER YACHT YARD AT GREE~PORT, 10iC.
PROPOSED EXCA V A nON, BULKHEAD 1 ~G, \lA 1 HENANCE
DREDGING AND RECONFIGURATION OF FLOATING PIER
ASSP-!BLY PROJECTS.
Dear Mayor and Board Members:
IVe have been retained by BREWER YACHT YARD AT GREENPORT, INC.
(hereinafter referred to as BREWER), to assist them in obtaining the
necessarv reguliltory approvals for undertaking the above-referenced
projects. The project site is located in both the Incorporated Village of
Greenport and Town of Southold. BREWER proposes to upgraae and
enlarge the present marina, in order to help satisfy the public demand
for access to the waterfront.
In com[Jliance with the Village of Greenport' s regulations, we are
enclosing the original and three(3) copies of BREWER's application
including a Building Permit Form necessary to obtain permission for
unaertaklng the above-referenced projects as required by Chapter 82 -
"Coastal and Freshwater Wetlands, Floodplain and Drainage Law of the
Village of Greenport".
The estimated fee for the dredging is: 10,050 cu. yds. x $1.05/cu. yd.
x .05 (5% of estimated cost) ~ $527.63. This estimate is in compliance
with Section 82-6 B. 3) of the Village Code. Upon approval by the Board
and prior to the issuance of the permit and/or commencement of the
project, said fee shall be paid to the Village by BREWER unless 'waived
or red uced by the Board.
he specifIcally call your attention to our detailed letter of support to
the Army Corps of Engineers dated June 15, 1984. This letter discusses
the background of BREWER, the need for the proposed projects, and the
alterna ti ves considered.
.
.
BREWER YACHT YARD AT GREENPORT, INC.-June 18, 1984-Page 2
In addition, we are providing a copy of BREWER's applications to the
other regulatory agencies having jurisdiction over these projects,
including; the Town of Southold's various bodies, the Army Corps of
Engineers, the New York State Department of State, and the New York
Department of Environmental Conservation.
These filings with the Board supplement our preliminary meeting with
you of April 12, 1984 and our letters filed with you dated April 17, 1984
and May 3, 1984. We would welcome the opportunity to further discuss
these a pp lic a tions at your convenience. If you have any questions,
please do not hesitate to call us.
Sincerely,
DANIEL S. NATCHEZ and ASSOCIATES, Inc.
-
'" " /
BY:
"./'
DSN/dst
Enclosures
cc: Army Corps of Engineers
~.Y.S.D.J.S.
N.Y.S.D.E.C.
Southold Planning Board
Southold Town Board
BREWER YACHT YARD AT GREENPORT, I~C.
,
.
.
Officers
MAYOR
GEORGE W. HUBBARD
TRUSTEES
W1LUAM D. ALLEN
SAMUEL KATZ
W1LUAM H UEBLElN
David E. Kapell
l1LLage of .9reenport
TELEPHONE
516-4'17 -2385
INCOIIIH,..TIO ,.311
CLERK
NANCY W. COOK
"I:W .MCOll"'.O""TIO" ".111110. t. ,...
III._.MCO.,.O...TIO" "'''OUI GlN.fI"'" "". fill'" II, .....
TREASURER
JOHN F. COUGHUN
- ..
..-...-
236 THIRD STREET
GIlEENPORT, SUFFOLK COUNTY
NEW YORK 11944
STATE ENVIRONMENTAL QUALITY REVIEW ACT
The following information is required under the State
Environmental Quality Review Act, Part 617. Should further
information be required, you will be contacted.
SHORT ENVIRONMENTAL ASSESSMENT FORM
A. THIS PROJECT IS CURRENTLY PENDING BEFORE:
Greenport Building Department
Greenport Planning Board
Greenport Zoning Board of Appeals
x Greenport Village Board of Trustees
B. STREET LOCATION AND TAX MAP NUMBER:
Manhanset Avenue and Beach Road
District No.-1001
Se~rinn _ 001 Rlnrk~ _ , ~nn ~ Tn~Q _ 3 and 1
C. NAME AND ADDRESS OF APPLICANT:
BREWER YACHT YARD AT GREENPORT, INC.
(Name)
Manhanset Avenue and Beach Road
(Street)
Greenport
(P. O. )
New York
(State)
11944
(Zip Code)
(516) 477-9594
(Business Phone)
different) :
(Home Phone)
AGENT
D. NAME AND ADDRESS OF :ewNER
(If
DANIEL S. NATCHEZ
(Name)
555 A1da Road
(street)
Mamaroneck
(P.O. )
and ASSOCIATES, Inc.
New York
(:>tate)
10543
(Z~p Code)
(914) 698-5678
(Business Phone)
(Home Phone)
.
~
.
.
.'
E. DESCRIPTION OF PROJECT:
or action)
(Briefly describe tyne of project
,
See Attached Supplement.
.
,
II.
1, Will project result in a large physical
change to the project site or physically
alter more than 10 acres of land?,.""
Project will enhance area.
2, Will there be a major change to any
unique or unusual land form found on
the site?,...."'.""'.........., , . , ,.
x Yes No
Ii
Yes x No
3. Will the project alter or have a large
.effect. on .an existing body of water? . . . x Yes No
Project wll~ lncrease.waterfront area availabl~
for recreat10nal pub11C access.
4. Will oroject Have a potentially large
impact on groundwater qualitv?"..... Yes ~No
5, Will nroject significantly effect
drainage flow on adjacent sites?....... ~Yes No
Project will improve drainage patterns and flows.
6. Will project affect any threatened or
endangered plant or animal species?.... Yes x No
7, Will project result in a major adverse
effect on air quality?..,........,'
8. Will project have a major effect on
visual character of the cummunity ur
scenic views or vistas known to be
important to the community?.....,.,....
Yes
x No
Yes
x No
9. Will project adversely impact any site
or structure of historic, prehistoric, or
paleontological importance or any site
designated as a critical environmental
area by a logical agency?..
Yes
x No
10. Will project have a major effect on
existing or future recreational
t . t' ? X Yes
Proj eOlt?o,hfr\n~cele'a's'e' 'r'e'c'r'e'a't'i'on'a'1' 'o'p'p'o'r't'un'i't i"".
11. Will project result in major traffic
problems or cause a major effect to
existing transportation systems?, Yes
No
x "0
2.
.
.
.
!
12, Will project regularly cause objectionable
odors, noise, glare, vibration, or
electrical disturbance as a result of the
. I .?
project s operat1on, c".".."..,........
Yes
x No
{
~
~
,
13, Will project have any impact on public
Proi~Etl-5~.\frh~fle.f;tJicive' 'p'ubTfc' h'e'a'1"th' b'y' 'p'r'o'v'i'd'iu~
pomp-out aci 1ties.
14, Will project affect the existing community
by directly causing a growth in peroanent
population of more than 5 percent over a
one-year period or have a major negative
effect on the character of the community
or neighborhood?, , , . . , , , , , , ' . , , , , . , , , , , . , . . .
Yes No
I
Yes -1L-No
,
15, Is there public controversy concerning the
oroject?"",.".".,...""""",.,....,., ,
Yes ~No
PREPARER'S SIGNATURE: ~~
REPRESENTING: ?rl2.8AJ~ '(;~
TITLE: /'1h..JM".d<..
DATE: 6-lY.'~~
AFFIDAVIT
~t:-
C-~>t!/ 0L~___~
says that all of the inf~mation
State of
)
)
ss:
County of
beins dul? sworn, deooses and
contained in the aforementioned
form is true to my knowledge.
fl~
Sworn to before me this
/~day ofy_ , '. 19ry-'
9= '~_L-- {~off -,
. ~tary Public
JOSEPH]~F. CORAZZTNl
NOTARY PU3L1C <:.t;1te0fNewVod:
Residing 1n Sl,,;,ffolk County
Clks. :--;0. 5::-58144i5 I'//.
Mic;om:mission Expires March30.19.1l1?
.
.
BuikliINJ Department
VILLAGE OF GREENPORT
236THIRD STREET. GREENPORT, L.I" N. Y.11944
Tel. (516) 477.0248
Examined ...
Approved
Disapproved ale
19.....
19......... Permit No.
D New Building
o Demolition
o Alteration
o Extension
DOth"
Building Inspector
Application for Building Permit
Date .............. J~~...~.~...... ..................... 19..~.~...
INSTRUCTIONS
a. This application must be completely filled in by typewriter or in ink and submitted in duplicate to the Building Inspector.
b. A Plot plan and survey showing location of lot and of buildings on premises, relationship to adjoining premises or public
streets or areas, and giving a detailed description of layout of prope"y must be drawn on the diagram which is part of this application.
c. This application must be accompanied by two complete sets of plam showing proposed construction and twO complete sets
of specifications. Plans and specifications shall describe the nature of the work to be performed, the materials and equipment to be
used and installed and details of structural, mechanical, electrical and plumbing installations.
d. The work covered by this application may not be commenced before the issuance of Building Permit.
e, Upon approval of this application, the Building Department will issue a Building Permit to the applicant together with ap-
proved, duplicate set of plans and specifications. Such permit and approved plans and specifications shall be kept on the premises
available for inspection throughout the progress of the work.
f. 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 Department.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant
to the New York State Building Construction Code, the Village of Greenport Zoning Ordinance and other appli-
cable 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 and
regulations. BREWER YACHT YARD AT GREENPORT, INC.
. ... . ...... "(Si'~~~;~~~' ~j ~p~li~ ~;: .~~. ~~.;;~: 'j'f'~' ~;;:;~;~;;~.~;........ .
11944
Manhanset Avenue, Greenport, NY
.................................h.................
IAddre~~ of Applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or
bu i Ider. ...9.~~.~.!....... .:... .:.... ..BiE~iiR..YACiIT..y~d~e; G~~aO\;~'\N1~i-~ ~.~~.t,a; Phone ~.~.~.~.~.~??:.~.~.~.~.
Narne of owner of premises. ................................................................................................................................
If applicant is a corporation, signature of duly authorized officer. ........................................................................
lName and title of corporate officer)
1. Location of land on which proposed INOrk will be done. Dist. No. ..)QQ~................ Section ..9.~}............
Block ......~..~~~..?........... Lot ..~...~~?..~........
Street and Nu mber ....... .~.ry..~.<:~.~.7.~...':.'!.~.r:.~~.. ."!-.r:.~.. .~~.~.~.~ ..~?~~........................... .......... ............. ............
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy .~~~.~.~.~.~.~..~.~,~.~.............................................................................
b. Intended use and occupancy ..~:?~.~.~.~.~.~..~.:.~.r:.<:.............................................................................
c. Elev. of property corners ..~~~..~.~.~.:..!.?,\l.'?$.~.~.l?~.~.~...~.l? Elev..' of St. ~.~.~...~H.:...~.?R.'?a~.~p.i?-.~.~. Map
3. Nature of work (check which applicable): New Building .............. Addition ............. Alteration
4.
Repair ................
Estimated Cost
Removal................ Demolition
................................................. Fee
................ Other Work {Descrihe\ ~.~.et..~~.~.~~.h.ed
Projec ucscription
......... "'l~~';;';'~~i;';'~~'iij;~'~t;i~'~~pii'~~;~'~j""" ...............
Cons tor the work described in the Application for Building Permit in.
clude the cost of all of tl'1e con~UUClion and otl'1er work done in connec-
tion tl'1erewith, excl\lsi~ of tl'1e cOst of Il'1e land. If final cost ~hall ex.
ceed estirT\8led cost, an additional f~ may be required before the issu-
ance of Certificate of Occupancv
FEES: lBasedonestimltltdcostl
Up to $1.000
Eacl'1 add'l $1.0Cl0 or part 10 and including $1 5.000
Eacl'1 add'l $1.000 or part to and including $50.000
Each add'l $1.000 or part over $50,000
$10.00
7.50
5.00
'.00
5. If dwelling, number of dwelling units .....'J;i/..ft.... Number of dwelling units on each floor .......... If garage,
number of cars ...................... Number avail. Parking spaces ......................
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use ..................
........................................~.rJ.~..,....J.9.9.~.....................................................................................................
7.
Dimensions of existing structures. if any:
Number of Stories ......................
Front ..... . .... Rear ............ Depth ............ Height ....................
N/A
.
.
See Attached Maps and Plans
8.
Dimensions of entire new construction: Front ............ Rear ............ Depth ............ Height.
Number of Stories ...................... See Project Description
Size of lot: Front ............ Rear ............ Depth ............ or see survey
Zone or use district in which premises are situated .,~~:-:~~~!:::~::l?~~...~?~~!.~.;~l
Does proposed construction violate any zoning law, ordinance or regulation? ..........~?..................
Name of Compensation Insurance C.arrier .L'aJ.l'/~77'-'...T~{).r.8NCL:...eat:1RI.f.I.!.,e......................
/ 'lr 1.7 6~ ~ i F<> HIIIDBoJ ",. N:!I. /IN IOD~'
Number at Policy ~E&.k." .,~. ,rlfN. ... O.te of ExpIr.tlon .../lLi..JJ,.t9Rt.............................
Eng neer D 1\.1. :z' an 555 (914)698-5678
Name of ;C\FOOiWGt . S ES.,... c........ Addr~ ...'Y...~AArMli~..MalMt:cme.ckPhone No. ...................
N.me of Contr.ctorA~~M~..t~.. AddrTo~~~.'~..fi~44..G"..n".. Phone No.<?~.6E?.1.7.9594
Electrical work to be inspected by, and a Certificate of Approvaf obtamed from the New York Board of
Fire Underwriters.
S.
10.
11.
12.
13.
14.
PLOT DIAGRAM
Locate clearly and distinctly all buildings. whether existing or proposed, and indicate all set-back dimensions from property tines.
Give street and block numbers or description according to deed, and show street names and indicate whether interior or comer lot.
See Attached Plans [iI
STATE OF NEW YO~~/~ I ss.:
COUNTY OF -;;........;,Z.kl_~ ......... )
...............~...R....~. ......':!:.. _' . 0.............................................. being duly SWr" deposes and says that he is
(Name 01 tnrl'Vld ~19r"ngllPpIICllt'on)
the applicant above named. He is e ................................~~~~~ ................................................
(Contractor. ..-nt. corpO~tt officer. ~c.)
of said owner or owners, and is duly authorized to perform or have performed 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 and in the plans and specifications
filed therewith.
Swo rn to before me
thi'...!/ft.. d'~ of .......9<f.M-=...:.. ISh!..
9J;... . r:L..A<k.......e ....~...."..~ ... ..............
.' I. F.....:.['w.;:F...f~V~l..::::.:......
// 'OT;"I,YP' ;:.'C; ,,~<'.,I~cwYodl
Notary Publ~, ..R.........._~:~,~,:;..~.~\I....I.X....... County
MfGom""~::.~~,:~~;,:c~',"i~~4r;c~;0. 19~
.................ff... ....... .. ........................
Sill' (Sillnatureofap icanl)
.
HT YARD AT GREENPORT, INC
PROPOSED EXCAVATI . BULKHEADING, MAINTENANCE
AND RECONFIGURATION OF FLOATING PIER ASSEMBLY
JUNE 15, 1954
PROJECT DESCRIPTION WITHIN THE VILLAGE OF GREENPORT
BREWERS is seeking approval to expand and upgrade their Marina as
follows: (Note: The following description only includes those portions of
the overall project which are in the Village of Greenport. The project
lies partially within the Incorporated Village of Greenport and the Town
of Southold, and is contingent upon receiving approvals from both
entities. as well as the other governing regulatory agencies. For the
complete Project Description. see the attached letter dated June 15. 1984
to the Army Corps of Engineers.
1) Excavate a rectangular-shaped area approximately 4.550 sq.
fto, and remove approximately 2.300 cu. yds. of material.
2) Remove approximately 180 lineal feet of existing timber
bulkhead located between the existing lift well and Dock #4.
The excavated bulkhead will be disposed of upland by a local
carting company.
3) Construct and Maintain a timber bulkhead approximately 65
lineal feet along the east side of the proposed "U-shaped" boat
basin between Dock #4 and Dock #5. The wood bulkhead wIll
consist of approximately 3" x 12" 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 continuous (reinforced concrete) "deadman"
anchors that will be attached to each timber pile along the
bulkhead with 2" diameter tie-rods. The proposed bulkhead
will tie into the existing timber bulkhead that runs from east
to west along the south shoreline of the Marina.
4) Remove one(l) travelift runway extension approximately 40' in
length located between Dock #3 and Dock #4.
5) Remove the existing docking facility consisting of
approximately 655 lineal feet of main docks, 51 finger piers
and 42 piles. Currently. there are five(5} floating pier
assemblies that range in length from 60' 195' and can
accommodate approximately 90-94 boats.
6) Construct, Install, and Maintain new floating pier (dock)
assemblies, as follows:
Dock A located on the west side of the proposed boat
basin and in the vicinity where Dock #1 and Dock #2
are currently in place. consisting of: a) One(lJ main
line of floats approximately 245' x 6'; b) One(1)
timber ramp approximately 12' x 4' located at the
north end of the main float; c) Six(6) finger piers
approximately 50' x 4' located along the west side of
the main float; d) One(1) finger pier approximately 35'
.
.
.
x 4' located along the west side of the main float: e)
Six(6) finger piers approximately 40' x 4' located
along the east side of the main float: f) Fourteen(l4)
timber piles approximately 12" in diameter and 40' in
length located at the ends of each finger pier and the
main float line, adding stability to the structure.
Dock B located in the center of the proposed boat basin
and in the vicinity where Dock #3 is currently in
place, consisting of: a) One(l) main line of floats
approximately 220' x 8'; b) Fifteen(l5) finger piers
approximately 30' x 4' located along the east and west
sides of the main float: c) Sixteen(l6) timber piles
approximately 12" in diameter and 40' in length located
at the ends of each finger pier and main float, adding
stability to the structure .
Dock C located on the east side of the proposed boat
basin and in the vicinity where Dock #4 and Dock #5
are currently in place, consisting of: a) One(l)
primary line of main floats approximately 125' x 6': b)
One(l) timber ramp approximately 12' x 4' located at
the north end of the main float and connected to the
existing timber bulkhead: c) Three(3) finger piers
approximately 40' x 4' located along the west side of
the main float. d) Two(2) secondary main float lines
approximately 205' x 6' parallel to each other and
extending perpendicular from the east side of the
primary floa t line; e) Eight (8) fi r:ger piers
approximately 25' x 4' located along the north side of
the southern-most secondary float line: f) Five(5)
finger piers approximately 50' x 4' located along the
south side of the southern-most secondary float line;
and g) Fifteen ( 15) timber piles approximately 12" in
diameter and 40' in length located at the ends of each
finger pier and along the primary and secondary float
lines, adding stability to the structure.
Two(2) Finger Fiers approximately 40' x 4' located
along the east slde of the proposed boat basin; Two(2)
timber ramps approximately 12' x 4' located along the
east side of the proposed boat basin and connected to
the two (2) finger piers: and two( 2) timber piles
approximately 12" in diameter and 40' in length located
at the ends of each finger pier, adding stability to the
structures.
7l
Maintenance-Dredge an irregularly-shaped
Tltl,l75 sq. ft. to an average depth of
Water and remove approximately 10,050 cu.
measured IN PLACE. The area within the
area approximately
8' Below Mean Low
yds. of material as
Village of Greenport
.
.
to receive maintenance-dredglng is located throughout the
existing docking facility and includes the additional areas
(approximately 23.960 sq. ft.) for the proposed pier
configuration. All maintenance-dredging activities will be
undertaken by clamshell and barge and/or drag line operations.
The dredged materials will be placed on BREWER' 5 upland
property. semi-dried. mixed with the materials being
excavated. and relocated upland at three different locations
within the Town of Southold.
.
.. MAP NO. 1
V/C/'1f!fry
Ro'l.;.y Pt
~Q
O~
':l
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1f"" . 1193::;
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MA .UMAIIOF GIUIIPon
VICINITY YI~~~,or()f~~~l~
C.Q!JIl I,!UHUOIIlC
O. ",.tlUCA'UTlOll..L,!". ....~
IQOO ..""...........":.0' "0"",
. . ~"""'''o ,"0"."
2500' 5000 I ........a~ A>>~:~ AUOC'ATEI,INC.
I NATCHEZ p
I I DANn. 555 UOA .o~u 1050/.J
. ~~"''''.:::.,:"
1910'
~Q
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Ptunt
So..,t\'lold
"
o
I
. .
VICINITY MAP NO. 2
33 ....""'~ , ..
10
LONG ISLAND
3' 0
31
10
.
.H 0 L -*
"
"
/'
./
./
/
I
I
Such Clu
Shelter
Island
Heights
.,
-.....
.....
'-
'-
"-
"
3'
..
"
3.
67
,
5
..
.
.
Dering
13
'.
VICINITY
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JUNE. 1967
DANIEL S. NATCHEZ AND ASSOCIATES. INC.
555 ALDA ROAD
MAMARONECK, NEW YORK 10543
(914) 698-5678
Way 19. 1984
.
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DANIEL S. NATCHEZ AND ASSOCIATES, INe
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STUL1MG IA~I:OR
GIE[NPOIT ::ENUE
MUItAMSlTG1nll'ORT
'1ILLA-Gt 0' SOUTMOLD
TOWN OFoo 5U'TOl.k
COUNTY
IULlKEADING
UC"'I"T1ON, ...~~
'~~:~ t.'Uurl\,.t.-UIlt.~I"t""L'i,M., I.....
.t....UNf ItoUil"IIU~, rlfult.[..l~
PIt.1I A>>t.W. He
ASSOCIATES, 1 .
NATCHEZ AND
OANIEL S. 555 ALDA 10A0 JO!>O
(W YOIII
ItANAIOIilECIt, ~56'6
(~;~J 19. 19&
PREVIOUS
~ S~~~~
. EXISTING
BERM
P~POSED
G OUND
PR FILE
SECTION A
EXISTING GRoUND
PROFILE
SECTION B
PROPOSED
FILL
PREVIOUS SPOILS
~ AREA
.
EXISTING
BERM
SCALE
o 25' 50'
. . FRESH WATER POND
MANHANSET
AVENUE
...., . t~q'
MANHANSET ~IS'
AVE NUE 10'
5.
o
BREWER YACHT YARD AT GREENPORT. INC.
STIRLING BASIN
GREENPORT HARBOR
MANHANSET AVENUE
VILLAGE or GREENPORT
TOWN OF SOUlHQtD
COUNTY OF SUFFOLK
PROPOSED EXCAVATION, BULKHEAUING
M^INT~HANCE-DREDGIHG. AND
R[CONFIGURA.TION OF HOAIING
PIER ^~SHI8LY PROJECTS
DANIEL S. NATCHEZ AND ASSOCIATES. INC.
555 ALDA ROA D
MAMARONECK. NEW YORK J0543
19W 69B-5678
May 19. 1984
.
.
SECTION C
AF~EA TO BE FILLED
we~~iB -
BUILDING TO
BE REMOVED
BOTTOM EL.- 8.0' BELOW MLW
S1: AGNES
CEMETERY
p(r".
PROPOSED FLOATS
AND PILES
288'
68'
30~ 8'1<-30'
~40~70'
MHW +1.2'
-----------------.
-----'MLW'-H'----
>t<
ACCESS DR.IVE
PARKING
WALKWAY WITH
PLANTlNGS
1--22'~19'~8'
II
o
I
25'
I
SCALE
50'
I
~~.
~
.""
100'
I
--
----
;;:;j;:';- -
v ..
-...-.-.-.....
=.-=:=:"J:::'~::':'-
IAstllu",*sunun
~OUIO(l . TOVIIG
..Y.I. lICUUD UNO SUnnOlS
fU..n DATlDJULT16. 1'JIlI)
_nino SHr. I. "" ...d o[cn..u n. 191)
J)ATUM, MU" KA Lun tllC"1I1
>t<
70'~40~
BREWER YACHT YARD AT GREENPORT. tNC.
STIRLING BASIN
GREENPORT HARBOR
MANHANSET AVENUE
VILLAGE OF GREENPORT
TOWN OF SOUTHOLD
COUNTY OF SUFFOLK
PROPOSED EXCAVATIONC BULKHEAD)NG
MAINTlNANCE-DRED (NG. AND
RECQNFIGURATION or FLOAIING
..IlK ASSEMBLY PROJECTS
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 AlDA ROAD
MAMARONECK, NEW YORK 10543
(91<1 698-567B
May 19. 1984
s6W~~~b
ST. AGNES
. CE METERY
.
SECTION
D-D
ACCESS
DRIVE
SCALE
5' 10'
PLANTERS
(CURB STO PS)
PARKING
o
2(f
.
BULKHEAD
PILE
FLOAT
BOT TOM
BREWER YACHT YARD AT GREENPORT. INC.
STIRLING BASIN
GREEN PORT HARBOR
MANHANSET AVENUE
VILLAGE OF GRE[NPORT
TOWN or SOUTHOLD
COUNTY OF SUFFOLK
PROPOSED EXCAVATIO~ BULKHEADING
MAINT~N^NCl-DHt ING. AND
RECONflGURA1ION OF . LUA1ING
PllM A~:JI:.MBLY t'ROIt::US
DANIEL S. NATCHEZ AND ASSOCIATES. INC.
555 ALOA ROAD
MAMARONECK, NEW YORK 10543
19'41 696-5676
May 19. 198"
.
.
MANHANSET AVENUE
SECTION
E-E
NATURAL
SCREENING
TRAVELlFT
FENCE
BOAT
STORAGE
SCALE
o 5' 10' 20'
. I
BOAT
STORAGE
BREWi::H: YACHT YARD AT GREENPORT. INC.
STI RLING BASIN
GREENPORT HARBOR
NANHANSET AVENUE
VILLAGE OF GREENPORT
TOWN OF SOUTHOLD
COUNTY or SUFFOLK
PROPOSED EXCAVATION, BULKHEADING
MAINTENANCE-DREDGING. AND
frCONtlGURATION Ot FLOA11NG
f"llR ASSUIHLY PROIECTS
DANIEL S. NATCHEZ AND ASSOCIATES. INC.
555 ALOA ROAD
MAMARONI::CK, NEW YORK 105"3
19") 698-5618
Nay 19. 198'
SECTION - F
TYPICAL
MAINTENANCE DREDGING
.
---------ItfHW+Z...
txlsnMl ---------AllW 0.0
9lAJ(HfAO ~ ~~)(ISr/N8 8OrT'Olll
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ro lit ~IfOPOSED 8OrlUAl/
. IlnIOI/~D P_'L~
-r.o' lIELOW _
" .... .... .... .... ....: ......
... ..... ...... "
f)(ISrwo flQol~
AM> PILES
.
P/IOI'OSED FLOATS MID PILES
----- - - - -IIHW +2....
EX'S rING ---------MLW 0.0
B/JLKHfAD
PIlOPOIlfO 80rlUAl PROFILE
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IUllE. YACHT 'UD U GutllP'otT. lllC.
SHnlllG IASIIl
GIUN'O.T uno.
III~NHAlfsn "'~UlUt
YILtAGf Of GUEN'OU
TOWN Of SOVTlIOlO
COUNTY or SUHOLll
, 'C:~~~ ~ ~:~~:~~:~Pl.I~~I:~:DI MG
llLLlJIIII Il>U.~' IUJO Uf I LV"" un..
~~t,~
DAMEl S. NATCHEZ AND ASSOCIATES. -.c.
~~., AL"" 'UAt.
MAM,Uotlin. Hill lOH 10'>'3
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SCALE
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:I~~~.~.:,::::::: :-:":'. ~ -'c':": "
DANIEl .. NATCHEZ AND ASSOCIATES. INe
SS,AL1"IJ':
II.III,O''''',:~. .,. Y"h I~J
1....'to9i'..,..;,
110) 1;'.19'6.
.
.
SLACKE TEST BORING, INC.
y~y~\V~~g~
4 MAIN STREET, P.O. BOX 64, KINGS PARK, L.I., NEW YORK 11754 . (516) 544-0404
I Mrs.' Solly Ann Slacke, Pr.sident
Boring No.
1
2945- 84
Date:
February 21, 1984
Job No.
Brewer Yacht Yard at Greenport, Beach Road & Manhasset Avenue, Greeport, N.'
Job Location
Datum
Ground Surface Elevation
6.0
6' 5"
Water Level is below Ground Surface
10 20 A M b bl T'd I
: . . - pro a e I a
DE"TH 30" 110... 'en.tr.tion
CLASSIFICATION OF SOIL Sa",p!. of 5pooII CASING ILOWS
fro", 10 Spoon III lr"ho.
Grou"d brown Silty DRILLED IN CASING
Surf.ce I' FI LL - Coarse to Fine USED (HSA)
Sand, some Gravel
I' 2'6" Brown & gray Silt, trace Gravel
2'611 9' Coarse to Fine brown Sand & Gravel
trace Silt
Sample #1 @ 2'6" to 4' 7-7- 8 18" WATER SAMPLES
18" Sample #1 - 10' casin
Sample #2 @ 4' to 5' 6" 10- 1 0- 1 2 in ground
9' 20' Coarse to Fine brown Sand, trace Sample #2 - 18'6"
Fine Gravel casing in
Sample #3 @ 9' to 10' 6" 5-1-2 18" ground
Sample #4 @ 14' to 15'6" 8- 6-1 0 18"
Sample #5 @ 18'6" to 20' 8-8-9 18"
-----
c
.
.
SLACKE TEST BORING, INC.
Y~Y~~~~.0~
4 MAIN STREET, PO. BOX 64, KINGS PARK, L.I.. NEW YORK 11754. (516) 544-0404
I Mrs.' Sally Ann Slacko, Pr.,;denl
Boring No.
2
Job No
29QS- SQ
Date: February 21, 19SQ
Job Location Brewer Yacht Yard at Greenport, Beach Road & Manhasset Avenue, Greenport, N.
Datum
--
.
.
SLACKE TEST BORING, INC.
y~y~~g~6~
4 MAIN STREET, PO. BOX 64, KINGS PARK, L.I., NEW YORK 11754. (516) 544-0404
I Mrs. , Sally Ann Slacka, Prasident
*
Boring No.
3
Job No
2945-84
Date: February 22, 1984
Job Location
Brewer Yacht Yard at Greenport, Beach Road & Manhasset Avenue, Greenport, N
Datum
Ground Surface Elevafion
4.5
Water level is
31 8"
belaw Ground Surface
In.nn A M. - rnhahl" Tin,,1
DU'TH
Fro", To
CLASSIFICATION OF SOIL
30" a1ow,
Semple
SpMn
It.nlttratio...
of Spoon
In Inche,
CASING BLOWS
Groul'ld
Surface
2'6"
PROBABLE FILL - Medium to Fine
brown Sand, some Gravel, some Silt
*bori ng was relocate(
as indicated on print
21611
4'
Dark gray Organic Silt
Sample #1 @ 2'6" to 4'
2- 2- 3
18"
DRILLED IN CASING
USED (HSA)
4'
5'6"
Brown & gray Silt
Sample #2 @ 4' to 5' 6"
4- 4- 5
18"
WA TER SAMPLES
5'6"
9'
Brown Silt, some Gravel, some Medium
to Fine brown Sand
Sample #1 - 10' casin
in ground
Sample #3 @ 5'6" to 7'
7- 8- 8
18"
Sample #2 - 18'6"
casing in ground
9'
14'
Coarse to Fine brown Sand, trace
Fine Gravel
Sample #4 @ 9' to 10'6"
7-7- 8
18"
, 4'
20'
Coarse to Fine brown Sand, some
Fine Gravel
Sample #5 @ 14' to 15'6"
13-11-13
18"
Sample #6 @ 18' 6" to 20'
9-11-13
18"
.
.
SLACKE TEST BORING, INC.
Y~Y~W~~6~
4 MAIN STREET, PO. BOX 64, KINGS PARK, Lt., NEW YORK 11754 . (516) 544-0404
IMrs,} Silly Ann Srlckl, Pr.,;dent
Boring No.
"
4
2945-84
Date: February 21, 1984
Job No.
Brewer Yacht Yard at Greenport, Beach Road & Manhasset Avenue, Greenport, N.'
Job locafion
Datum
4.6
41 8"
Water level is below Ground Surface
2:00 P.M. - probable Tidal
Ground Surface Elevafion
DE'TH
f,.Ift To
Ground
Surf.ce l'61i
1'6" 5'6"
5'611
19'
19'
30'
CLASSIFICATION OF SOIL
30" 1I0wI
b",p5e
SPH"
CASING aLOWS
'.n.tr.tion
.f Spoon
III Inch..
FILL - Coarse to Fine brown Silty
Sand, some Gravel
"relocated 13 feet
west (as indicated
on Print)
Coarse to Fine brown Sand, some
Medium to Fine Gravel, trace Silt
DRILLED IN CASING
USED (HSA)
Sample #1 @ 2'6" to 4'
4- 2- 2
18"
Sample #2 @ 4' to 5'6"
WATER SAMPLE
2- 2- 2
18"
Dark gray Organic Silt
Sample #1 - 24 feet
of casing in grounc
Sample #3 @ 5'6" to 7'
1-1-1
18"
No other sample take
due to Silty soil.
Sample #4 @ 9' to 14'
pushed 5 feet with
weight 0 rods
Sample #5 @ 14' to 18'
pushed 4 feet with
weight 04 rods
Coarse to Fine brown Sand, trace
Fine Gravel
Sample #6 @ 19' to 20'6"
11-1 2- 1 6
18"
Sample #7 @ 24' to 25'6"
8-1 ()- 11
18"
Sample #8 @ 28'6" to 30'
9-9-10
18"
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CAVID CARSEN. P.C.
e.ofuulting E nginLt.'t
7' 3 MUNRO AVENUE
MA""....RCN[CIC. N. Y. 1 C 5 4:1
"4 - OWIlN. ..013.
DESIGN CRITERIA
The bulkhead for this ~roject was designed on subsoil
infor~ation taken from Borings B1 thru B4 Incl, taken by Slacke
Test Boring Inc. Because of the extremely wet and poor surface
condi tions, no borings ',':ere taken along the west edge of the
proposed bulkhead. However, a sounding was made to determine the
depth of the soft material. The underlayment below this level
was arrived at by interpolation from known subsoil data.
It should be noted that portions of the existing bulkhead
at the southeast and southwest extremities are not to be replaced.
Should it be desired to increase the water depth at these areas,
the bulkhead should be carefully checked and any changes that
involve an increase of water depth of more than two feet will
probably req~ire additional strengthening.
.
.
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COUNTY OF SUFFOLK
PETER F. COHALAN
SUFFOLK COUNTY EXECUTIVE
DEPARTMENT OF HEALTH SERVICES
OAVIO HARRIS. M.D.. M.P.H
COMMISSIONER
March 12, 1984
Mr. Daniel S. Natchez
Daniel S. Natchez and Associates, Inc.
Suite 11 0
555 AIda Road
Mamaroneck, New York 10543
Dear Mr. Natchez:
Dr. David Harris, Commissioner of the Department of Health Services, has asked
me to reply to your letter of January 24, 1984. I apologize for the delay in
answering your letter. However, there were certain aspects of the proposal
that had to be checked and verified.
A field inspection of the site by members of the staff, plus a review of site
data by the department's hydrogeologist, indicate that, with certain precautions,
the effect on the freshwater-saltwater interface will be minimal.
The use of proper sheet piling or bulkheading, as proposed, should mini~ize
the impact to the freshwater supply in the area. Since the peninsula where
the project is located is not really a source of the village water supply, we
have no objections to the proposal as outlined in your letter.
Very truly yours,
../??~ (j ul~
Robert A. Villa, P.E.
Chief Engineer
Division of Environmental Health
RAV/lst
cc David Harris, M.D., M.P.H.
22!5 RAIIRO DRIVE EAST
HAUPP....UGE. NY. 1178.,
1:!51l!iJ 34.8-2i' I 7
--
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.
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HOLZMACHER.McLENDON and MURRELL. PC.' CONSULTING ENGINEERS. ENVIRONMENTAL SCIENTISTS and PLANNERS
125 BAVLIS ROAD. SUITE 1.0. MELVILLE, N.V. 11747. 516-752.llO6O
January 31, 1984
Mayor George Hubbard
Inc. Village of Greenport
236 Third Street
Greenport, New York 11944
Re: Inc. Village of Greenport
Proposed Marina
Brewer Yacht Yard
GRPT 84-50
Dear M~or Hubbard:
In accordance with your request, we have reviewed the
proposed Brewer Yacht Yard Marina as shown on Young & Young
Drawing No. 83-549 (December 1982).
An excavation for a marina such as that proposed by
Brewer Yacht Yard can have a substantial impact on the fresh
groundwater in an area. It removes fresh water from storage
which lies in the ground within the area of the excavation.
More importantly, it increases the area from which fresh water
can flow into salt water, causing a continuous drain on the
fresh water in the area. This permanently reduces the thick-
ness of the fresh water layer in the vicinity of the excavation,
making effective use of this resource difficult.
Since the proposed excavation is on a peninsula and for
most purposes can be considered to be hydraulically isolated
from the Greenport Water Supply's existing wells, the develop-
ment of the marina does not threaten these wells or any that
might be conceived in the future. As a matter of good planning,
it is always desirable to maineain and protect whatever fresh
water resource that is available. To reduce the fresh water
underflow caused by the excavation, we recommend that the
Village require that tight sheathing be used as bulkheading
material. This should be used around the perimeter of the
basin and, if properly installed, should maintain the fresh
water layer very close to its existing condition. Depending on
/'14tPtt. J.I. U OIJ,4fl.(;)
. .ALl. r/2"$r~,;s
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'.
.
.
.
Mayor George Hubbard
Inc. Village of Greenport
-2-
January 31, 1984
existing soil/water interface permeability, the sheathing may
even increase slightly the water elevation in the immediate
vicinity.
We return your folder with the letter and plan. Please
send us a copy of the plan when beyond "preliminary" stage.
If you need ,us further in this matter, please advise.
Very truly yours,
seMI' ,
,J J '"
Enclosure
, MURRELL, P.C.
cc: James I. Monsell
Supt. of Utilities
~
. .
ST. AGNES R. C. CHURCH
.
.
.
FRONT STREET
GREENPORT. NEW YORK 11944
(516) 477-0048
June 15, 1984
Mr. Ed Vianney, Manager
BREWER YACHT YARD AT GREENPORT, INC.
Manhanset Ave. & Beach Rd.,
Greenport, NY 11944
RE: Proposed Redevelopment of Marina and
Relocation of Excavated and Dredged Materials
Dear Mr. Vianney:
On behalf of St. Agnes Church, we are confirming the Church's
desire and need for approximately 63,000 cu. yds. of fill mat-
erial from your property which will be used to help improve the
two cemetery properties located along Manhanset Avenue. Our
proposes, including; enhancing the overall scenic ~uality of
both our waterfront and upland areas, insuring adequate space
for future cemetery needs, and increasing public access to the
waterfront for recreational purposes.
For quite some time now, St. Agnes has been looking for a large
quantity of fill to be used for increasing the elevations of
several low spots on both properties. As you know, the Church
property located on the south side of Manhanset Avenue and ad-
jacent to your marina, is currently being used as a cemetery.
There is however, a substantial portion of this site that cannot
be used as a cemetery, unless and until the area is built up to
an elevation that is at least equal to the remainder of the
cemetery.
On the other hand, the Church property located on the north side
of Manhanset Avenue is not yet being used as a cemetery. This
site however, has been reserved for use as a future cemetery.
Unfortunately, this property has been illegally used by others
as a dump site, which we have been unable to prevent. St. Agnes
would like to upgrade and improve this area by cleaning up the
refuse and increasing the overall elevation of the site. The
site would then be landscaped with "rolling hills" and the nat-
ural pond and marsh areas would be enhanced as major focal
points. To preserve as much open space as possible, St. Agnes
would like to develop mausoleum structures on this property
rather than using the standard cemetery plots which require a
much larger amount of space.
We have specifically reviewed the proposed projects at BREWER
YACHT YARD, including the proposed Site Plan and Topographic
Maps for both of the Church sites
...
. .
ST. AGNES R. C. CHURCH
.
.
.
FRONT STREET
GREENPORT, NEW YORK 11944
(5161477-0048
and for the relocation of the fill. We feel these maps accur-
ately depict the Church's future plans for these areas. In
addition, we have reviewed the plans for the excavation of the
boat basin adjacent to St. Agnes Cemetery, and have no objections
with the propoesed 55' setback from our property which will be
used for an access drive and one row of 900 parking. In fact,
we believe that your proposed development will be a positive
addition to the area and we strongly support it.
We fully endorse the proposed plan of BREWER YACHT YARD and by
this letter, formally request the use of the excavated and
dredged materials.
Reverend Rocco Gallitelli
~ ~ A~ f'F~'L
\.....::)4"'-. ~-<-c- , ~-L- .
.
.
.
.
'.
TrLEPHO~,E
(516) 765-1892
BOARD OF TO\"(":\ TRt ~TEE~
TOWN OF SOlITHOLD
Town Hall, 53095 Main ROJU
PO, Box 728
Southold, New York 11971
December 20, 1983
Mr. Daniel S. Natchez and Associates
Suite 1100
555 Alda Road
Mamaroneck, New York 10543
Dear Mr. Natchez:
At our monthly meeting the Southold Board of Trustees
again reviewed your proposal and look forward to seeing your
finalized plan, in the near future.
We are glad you are open to comments and recommendations
from this board. ,We hope you will incorporate the suggested
pump out facilities we spoke about at our first meeting.
This will be a major asset to the area and will go a long way
in correcting some of the problems caused by heavy boating in
Sterling Creek.
Looking forward to hearing from you in the near future.
Very truly yours,
Board of Town Trustees
,/) " y -r -r- / /
~r-(ld YjAG(,.L-0U'Y'JJ-1.-L-~ ,-,I
Paul Stoutenburgh
President
PS:ip
cc: Planning Board/
Building Dept./
Town Board.-'
Trustees ,/
I
.
..
,
DAN I E L S. N ATe H E Z and ASS 0 C I ATE S, Inc.
RECEIVED
Suite 1100
555 Aida Road
Mamaroneck, New York 10543.4002
(914) 698.5678
Office of the President
JUN 201984
Town Clerk Soufhold
June 18, 1984
Southold Board of Town Trustees
Main Road
Southold, New York 11971
Attn: Henry P. Smith
President
RE: BREWER YACHT YARD AT GREENPORT, INC.
PROPOSED EXCAVATlOt\, BULKHEADl~G, ).lAINTENANCE
DREDGING, AND RECONFIGURATlON OF FLOATING
PIER ASSEMBLY PROJECTS.
Dear Board Members:
We have been retained by BREWER YACHT YARD AT GREENPORT, INC., to
assist them in obtaining the necessary regulatory approvals for
undertaking the above-referenced proJects. The projects have been
designed to upgrade and enlarge the marina in order to better
accommodate the public demand for access to the waterfront. In addltion,
pumpout facilities will be provided as suggested by members of the
Board of Trustees in a previous "informal" presentation and discussion
of the project in December of 1983.
Attached, please find a check in the amount of $5.00 covering the
:Ollmn;um fee together with a copy of our applications for each of the
following ltems as required by Chapter 32: "Boats, Docks and Wharves"
from the Code of the Town of Southold:
I) Application Form A/2
FLOATING DOCKS.
APPLICATION FOR FIXED AND/OR
2) Application Form A/3 - APPLICATION FOR A BULKHEAD, DIKE,
OR JETTY.
3) Application Form A/4 - APPLICATION TO DREDGE AND/OR FILL.
The applicable fees for the net additional structures and/or activities
j
.
.
,
SOUTHOLD BOARD OF TOWN TRUSTEES-BREWER YACHT YARD-June 18. 1984- Page 2
undertaken within the Town of Southold. are as follows:
i) A/2 Net new docks a pproxima tely 1.920 ' @ $0.25 = $
ii) A/3 Net new bulkhead approximately 90S' @ $3.00
iii) A/4 Net new piles approximately 43 @ $5.00
- ~viaintenance Dredging 450 yds. @ $2.00 =
480.00
2.715.00
215.ClO
900.00
TOTAL PROJECT FEES
$4.310.00
LESS previously-paid minimum fee of
5.00
TOTAL ADD1TlONAL FEES to be paid to Town
after approval but prior to commencement of project $4.305.00
The following regulatory approvals are also required from the Southold
Town Board. and copies of these applications are enclosed:
AJ Specific Request for Town Board Approval for the Excavation
and Relocation of Topsoil and Other Materials to the Same
Lot and Adjacent Sites; as specified in Chapter 81-4 (D and
G); "Soil Removal" from the Code of the Town of Southold.
B) Application for Wetlands Permit Chapter 97; "Wetlands"
from the Code of the Town of Southold.
ln addition, we are providing a copy of our application to the Southold
Planning Board for approval of the overall site development plan as
required by Chapter 100 130; "Zoning" Article Xlll; Site Plan
Approval from the Code of the Town of Southold.
We specifically call your attention to our detailed letter of support to
the Army Corps of Engineers dated June 15. 1984. This letter discusses
the background of BREWER, the need for the proposed proJects. and the
alternatives considered.
I
.
.
.
SOUTHOLD BOARD OF TOWN TRUSTEES-BREWER YACHT YARD~une 18, 19B4-Page 3
For your further information, we have enclosed a copy of our
applications for these projects to the Army Corps of Engineers, New York
State Department of State, New York Department of Environmental
Conservation, and the Incorporated Village of Greenport.
We would welcome the opportunity to discuss this application at your
convenience. if you have any questions, please do not hesitate to call
us.
Sincerely,
DANIEL S. ~ATCHEZ and ASSOCIATES, Inc.
BY:
'/' ./
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'/ ,,/
/ - /-- /'.'
. . /. ,/ -
President
DSNI dst
Enclosures
cc: Army Corps of Engineers
N.Y.S.D.O.S.
:.r.Y.S.D.LC.
Village of Greenport
Southold Planning Board
Southold Town Board
BREWER YACHT YARD AT GREENPORT, lNC.
I'
.
.
.
BRE~ER YACHT YAHD AT GHEENPOkT. INC.
PROPOSED EXCAVATION. BULKHEADING, MAINTENANCE DREDGING
AND kECONFIGUkATION OF FLuATING PIEH ASSEMBLY PROJECTS
JUNE Ib, 19b4
PROJECT DESCRIPTION WITHIN THE TOWN OF SOUTHOLD
BREWERS is seeking approval 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 I ncorporated Village of Greenport and the Town
of Southold. The project is contingent ui'0n receiving approvals from
both entities, as well as the other governing regulatory agencies. For
the complete Project Description, see attached letter dated June 15, 1984
to the Army Corps of Engineers.)
1)
Excavate a
52 . Y50 cu.
approximately
"U-sha ped"
yds. of
llI,275
boat basin and
material from
sq. ft.
remove approxImately
an overall area of
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 will be disposed of upland by a bcal
carting company.
3) Construct and maIntain a timber bulkhead approximately 1.130
lineal feet along the west, north, and east perimeter of the
proposed boat basin and lift well. The WOOd bulkhead will
consist of approximately 3" x 12" timber sheetIng and 14"
dIameter piles driven approximately 14.3 feet below ~:ean Low
Water into firm bottom materials to provide an adequate base.
In additIon, there will be a sufficient tie-back system
consisting of continuous (reinforced concrete) "deadman"
anchors that will be attached to each timber pile along the
bulkhead with 2" dIameter tie-rods. The proposed bulkhead
will tie into the existing timber bulkhead that runs from east
to west along the south shoreline of the ~larina.
4) Relocate and expand a travelift well by removing the existIng
travelift consisting of one(l) runway extension approximately
40' in length located between Dock #3 and Dock #4. The
proposed 60' x 24' lift well will be excavated along the west
side of the proposed boat basin and will be able to
accommodate a 60-ton travelift
5) Construct, Install. and maintain a series of new floating pier
(dock) assemblies, as follows:
Twenty-two(22) finger piers approximately 40' x 4' located
along the east, north, and west perimeter of the proposed
boat basin; Twenty-two( 22) timber ramps approximately 12' x
4' located along the bulkhead and attached to each finger
pier; and 22 timber piles approximately 12" in diameter and
40' in length located at the ends of each finger pier, adding
stability to the structures.
I
.
.
.
Dock B located in the center of the proposed boat basin,
consisting of: a) One( 1) main line of floats approximately
425' x 8'; b) One(l) timber ramp approximately 12' x 6'
located at the north end of the proposed boat basin and
attached to the main float; cl Twenty-one finger piers
approximately 30' x 4' located along the east and west sIdes
of the ma in float; and d) Twenty-foud 24) timber piles
approximately 12" in diameter and 40' in length located at
the ends of each finger pier, adding stability to the
structure.
"L-shaped" floatinil service dock located on the east sIde of
the proposed boat basin and adjacent to the proposed lift
well, consisting of: a) One(]) float approximately 34' x 5'
located perpendicular to the proposed bulkhead; b) One(!)
float approximately 25' x 6' located parallel to the proposed
bulkhead; c) One(l) tirr.ber ramp approximately I::' x 4';
and d) Three(3) timber piles approximately 12" in diameter
and 40' in length located at the ends and along the SIde of
the "L-shaped" service float, adding stability to the
structure.
b) ~la lntenance-dredge a triangular-sha ped area a pproxilna tely
2, 625 sq. ft. to an average depth of 8' be low ;'!ea n Lo,,"
vlater, and remove approximately 450 cu. yds. of matenal as
measured IN PLACE. The area within the Town of 50uthold to
recei ve ma intenance-dredging, is located throughout the
existing docking facility. All maintenance-dredging activities
will be undertaken by clam shell and barge and/or dragl1ne
operations. The material being dredged will be placed on
BREVIER5 upland property, semi-dried, and then relocated as
described (in #7J below.
7) U land Relocation of the Excavated and Dred ed Material:
Approximate y 0 cu. yds. of materia wi 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 50uthold and the Village of
Greenport. All of the dredged materials will 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) 51. Agnes
Cemetery located Immediately west and adjacent to BREII ER' 5
property. Approximnately 10,000 11,500 cu. yds. will be
deposited at this location to increase the average ground
elevation by approximately 2 - 4'; and 3) 51. Agnes Cemetery
located adjacent to BREWER MARINA on the North side of
Manhanset Avenue. Approximately 52,000 cu. yds. will be
deposited on this undeveloped 11.8 acre site.
r
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.
ll';:.LZ CF C?.:::~:{ Stirling Basin
ALL OOC:(S AND BULKHEADS MUST
OISPLA Y VISIBLE PERMIT NUMBERS
nOArw OF TO\i"i'1' Tf,C.sT;:::.s
Town Of 5outholJ
lIbin Rood
Southord. New York 119il
APPLICATIO:, FOR FIXED .nel/or FLO.HEG DOG;:S
. . BREWER YACHT YARD AT GREENPORT, . INC.
I. A;:pllcent s neme ond eddress: ...................~.....................................................(~loJ..................
Manhanset Avenue, Greenport, New York . "'01 477-9594
...................................................................................................................................................................
Agent's DANIEL S. NATCHEZ and ASSOCIATES, Inc.
2. -E:'l:Tr.=~r'S' no,,". end ec:!,ess: ......................................_.............................................................
555 AIda Road, Mamaroneck, New York 10543 m01 (9~~~_5678
.................................................................................-................................................-:...-:..0:-.:...........................
3. 8rdiy eXj::lein the pu'=:::se of t;,;, e;:~!i:=ticn: .f~!!~~;:~:.~.!...~~~.~.~.~.~...?..~~.?:~.:~~..~...~.~.:.~es
of new pile-anchored floats consisting of approximately 485 lineal ft. of main doc!
and ~~..~~:;;~~..;~~~:~...~~~:..~~~~~~~..~~..~~~..~~~;~.~.~.d...d~.~ki~~..f~~ility..,;;ill..~~~;;;;,;;,;;dat'e......
...~~~;~~;:~~~;..~~..;~~;~~~~~~~.~..~~~~~..~d..~.~~~..;~~~~~..f~~ility..~ill..be..pr.~.vrde.ci.:
_..s~.~..ATTACHElj.LEITER..f.~~;;,..DAN'iEi..s.:..NATciiEi:..aii:(r.A~~n~IArES.;..riic:...aifrt!Il..:riiiie..T5.;..L 9 8'
4 .'~-~---- l.'ss~a~=e o~ a Do__~~ wo-~ ~t'~- ~p c~--'o~ec- w~-~:~ o~o .~O~_
. ~ - .. __..L_,-, -.............. o.J_ ........::--- -_ __"_.. ~'-:t .___
L.:"?GZ
5. Sec",c ~he correct Are" Mo" from the Cl,;=:.: of thi, ~:ord. or.:! by us;r.; al X Vllin!N
A CiRC!...= jncj:::~e cs c1c~~ly as ;:cs~;bic the rc:.:~:i=:1 of this ccek. On the r~'/t:':s~ :ic~ or thIs
mop, provice 0 SCALE DRAV'/I,'lG Wilich will show Ordinery Hig;, 'Not~, /vi:::'>:, thc ,;,o=e
cr..: si;;:~ of the d:::k. end any sup~ler.;~n~ol pjJjn~5 which ere need~d to hold c f!C":;ir.= dC:k
or ti~.uo :1 bCr'2t. Gi....e oil dil"'l"lp.nsions n':?-=~::iSCr'/ fn d~te~~ir:~ tl--:e cr"~,: ,:;f th~ ~:,,-:l: r.-:':ri::~
\',:,::::": E:':':'~::DS OFFS:-:C?2 fro,," tr.e O. H. W. M. I;: adJac(:n1:' pro?e~y CWllers h;;ve
docksl spcc~=y loc~~~o~ a~d lens~~ to sc~l~.
6. \Vill ony portie., cr this const"'L.:ction ex ten:: . 0.1 f$h':lrc into Town \Vc~~~s ceycnd en i:":"\C;S'
fine or bound:::ry fcr~,:;! DV olher similor ,t,uctures ol:::ng the 0"0" shc'clin~? YES 0' NO
If it do.s eXle"" ceyend .his ,o-cel'ed cod. I,n" indicate ty how ter, e;:pr=ximc~,ly, .......... .
7.
P,:vicc Ih, follcwing do:"m.nr,:
(0) A Ljc~n!:~6 2ngir.ecr'~ Surve'l ot th~ prc::crty invoive:d.
Cb) A ccpy of rh~ Cc.nac::t::;r's Pkn-; end :p~:jfj::J~lons,
Ccl ShCr- ~"'/;--~~.,~-~l ~r'~n~r'~~nt ro-:n
(d~ \'letla~,2s' )\p(;rl'~;{tion .....~-'-...._...~ _.1.
\',,,1 "1<' ccnsrr"O',cn' r'q",,~ In~ Fillmg <.;f en? lo...,! c'b'ore 01 the C'-cir.ar',' Hi;;' V/erer
Mark or Ihe Dre:JcJnJ or enymcler'ol from T"w" L~"d: un:;!"r w,,'er' YES er NO. Ii 't coos.
Fer:r. .-'oj.: ('\~;J/;:O"C.~ for Dr.,e\Jina/Filiing: mu't ~e c,~rcp,"rec: .,nd"'eoned 0: po:! or lhi:;
c;:,:llc=ricn.
8.
9.
In r"'l"esrin'J e;;'o.,=I .of ,hi, e~;kc"r..., I 'ubnlt th::" th., In;or": '''0n "r"ont.,:! ;,ere;n
is t.u.." cnu corr~~. t:) ~r..' ce": CT IT\'..' ~'r.a" J...c-,.., cr.d l-.eli...f' J ....r.'l the ~.H~"'_ ----..-r-....'c ;or
fL." .~;:ri.~rmcr':..c ;'i r;-,'" ..,:o~:.." -in c::cc....r~:.n. "c' -w,;r-l ft':. ....I-~~ :'r~-l .....:..'...'T',.~:. ~;:'e~:~:r.-:':';~-' L.-L'C
r.. 1-. - . - ". -... ..... '.. ,_ ... "." ...... ..... ......__. .... ....,. "_.. '..;.J. c....
rc~= cr em r=mlllCt 'Nlt~ (;.~ :::)r~'.'I:.iIC:'l':. :1 .;Jr:y :;';'J:::.);d T~....f1' C:.:.n:.:r::~ =~rrJr::.:'.~H' t= r-:.~ WOti<.
i.~volved: end lur:....er. I .nron" to ee;,"r. to one ~:;,JO =y Ihe Terre., cr.'; C';.~:::ItI:::~.S of tr.
Permit, \'W;,en cr.c if ;~':.ucd t~ me.
Ie.
To e~pcci=c fi~din~ S9cci:ic
b1 using a tempor3ry ma=~n=~
... 1- _
..
loc~t_~~S:CC=ion.
ir.:::icate
,'. -. ....
"-. --.." .....
. .....
Y'
.
.
. .
TOWN OF SOUTHOLD
SHORT ENVIRONMENTAL ASSESSMENT FORM
,
.
INSTRUCTIONS:
(a) In arder ta answer the questions in this short EAF it is aSSume
that the pre parer will use currently available information concerning the
project and the likely impacts of the action. It is not expected that
additianal studies, research or other investigations will be undertaken.
(b) If any question has been answered Yes the project may be
significant and a completed Environmental Assessment Form is necessary.
(c) If all questions have been answered No it is likely that this
project is not significant.
(d) Environmental Assessment
1. Will project result in a large physical chonoe
ta the praject site or physically alteI more
than 10 acres of land? rf'~~e.cL'!i.ll-.~~h:,!,<;~ .a;;'!.... x Yes No
2. Will there be a major change to any unique or ---
unusual land form found on the site?......... Yes x No
3. Will project alter or have a large effect on --- ---
4 . ~ ~ g ~~~f~~( y~8 ~~lc~~i~~~~~lf~~;fr;~~:;ti~:;; t;a~ Ye s ___No
on groundwater quality?...................... Yes x No
5. Will project significantly effect drainage ---
flow on adjacent sites? .J:~oj~..t;. )o7~:p, .iplPJ:qv~.g~a.i!'~gex Yes No
6. Will project affect any threatened ar
endangered plant or animal species?.......... Yes x No
7. Will project result in a major odverse effect ---
on air quality?............................... Yes x No
8. \'/ill project have a major effect on visual ---
character of the community or scenic views or
vistas knawn to be important to the community? Yes x No
9. Will project adversely impact any site or ---
structure of historic, prehistoric or
paleontological importance or any site
designated as a critical environmental area
by a local agency?..........."..........,... Yes x No
10. Will project have 0 major effect on existing
0: futur!: qW&i!iJ-Jq.~ehaH&t~1t~JI.,bl~,M..H~~~Ht; :-"H~_~...ves___No
11. W~ll project resu~{ 1n major ~ratf1c problems
or cause a major effect to existing
transpartatian systems?...................... Yes x No
12. Will project regularly cause objectionable ---
odors, noise, glare, vibration, ar electrical
disturbance as a result of the project's
operation?.................................... Yes x No
13. Will project have any impact on public health --- ---
or saf et y? f.oj.el't .w,iJ.!r1.W'.q'(e. pv~l,ih?e11~l) .by. PX;o.v1-g:....x.....Y e s I~o
14. Vlill project affect t'tH!'~~$t1'},cg cb~riiunity by ---
directly causing a growth in permanent
population of more than 5 percent over a one
year period or have a majar negative effect
on the charaCTer of the community or
neighborhood?................................ Yes x No
15. Is there public controversy concerning the
project?......... ............ ... ............ .___Yes~No
PREPARER'S SIGNATURE
NATCHEZ and ASSOCIATES. on behalf of
REPRESENTING BREWER YACHT YARD AT GREENPORT, lNC.
. President, DANIEL S.
DA T E June 18. 1984
!
.
'.
;--.-'-'--".
--
.
~"_,_,,.'..'c-
~
VILLAGt-
~ 0
GreenpQ.rl
Harbor
fl/l /b .
. .;...
1
::,'Ii.LI: at CREEK StirlieBaSin
.
.
DO.\I:D Of TO\'i'i\' Tr.L'STr:SS
Town Of SOlltlwlt!
Soulhold, i\'cw York 119i1
~bin Ho.lt!
APPLICATION FOR. A BULKHEAD, DIKE. 01: JETTY
I. Dces this project involve the us. of WETLAHDS os defined in the SOClfhold Tewn Wetlands
Ord'nonce? YES or ~;O. If it coes, you mu,t filc thrOUJh the Town Clcrk'o Office.
2. /s Ihe preposed werk enti,o/, wit;,in t~e bound'ories of your c.wn property es substor.tioted
by your Dced or Survey' YES Qr NO. If if is, a Permit is NOT required from Inis Beard,
but the Town Buildir.g Inspcc.tJr ~hould be contccted (or full details.
3. Applicant's name ar.d address: .~~~..!~~.I!:~..~~..~~...~~~~~~!.~..~~~...............................
Manhasset Avenue, Greenport, New York 11944 Tel (516)477-9594
.................................................................................................................................... ....:'.......................
Agent's
.: ~-~ name ar.d crrdre,s: DANIEL S. NATCHEZ and ASSOCIATES, Inc.
.........................................................,.......,...................................
5
....5,5. 5.. .~~~. .~?~~~.. .~r.~.',l.~~.~~.. .~~~. .~.o.~.~. ...~~s.~ ~.. ........... ........ ....... ........ .:r~..~. J~f:~>.~?~::5,~?. 8
Explain briefly the purpcoe of this o~plicoticn:
Excavate a "u" shaped boat basin with an
...................................,......,.............................
.. ... .;u::~;l,..9.f...!\p.p.r.9.gl'li\t.~J.Y...+.n,.? 7.~.. .l'qH".r.~. .J~~!; ..;m!l..r.~I!!9.y.~..".P.P.~!?<<;!.!!!'1-J.~.+:l!...??~.. ,1,.~~~~,1, feet
'.. .. .~t .=..~~t.~!l;~.. ~.~.~e.!:..~.?~\<:~~~~~.. .~~.~~.~.~'f.".~.. ~.. !l;~~. .~~~~..b.~\<:~~~~. .a.I?I?7.'?:ct~.~.:.~r. .~.~.~.~O line
.... fU'"3 i\~~lI~tf~ge'~~~i~~U.frg;~..s.~.,=-..!'.~.'?Il!?~~<!-.. ~~~ '". .~~~~!l;.. ~~~. .~i.~~...w.~.~.~.~. ..c:.'?'.'.~.~.s.~.~.'?-g 0 f :
(2.)14" diameter piles driven approx. 14.3' below MLW into firm bottom JlIaf~fia;l;K
(3)Continuaus (reinforced C~ ~J:ete) "deadman" anchor syst:em. SE;;:' ATT. LE t'7f578!7D
.~..ftc:t:" i.::;suanr:e of Permit,~~vL~( ~:t..lst "i"'1'O.L~ted ..."i.:hjn one year. ...... ..,....E
- ....l....":...l,;a
S:'CUfC rhe cc.rr!:ct Area Mc.p f:-~~.... tIe (.,' J.:...:.. r~ i'nis BCG~j ':;r,d tJy U:"Ir.J a/ X ','/;-:1-1 I N
A CI:\C:"'5 C:i a ".,. :; indicate (J'O; c10~C!Y 05 j.J,:<:.'.+le tl-'.,! Icc:aticn of this proJect. On the
reye,~se 5'~!', ~HC''':'~> :.: SCr\LE DR.A'-NING which WI'; shc;'"" Ordinary Hig~ WO'c:" ty~\ark cs well
a~ tI'E' si;:e and shcpr;- cf tl-.~ !:tructure or ,.'ork to ce dcne. Also induJc all dim"rl':.iL..'1: for
~c,tiCf1s which extend oifshore from th~ O. H. W. M. State Adjilcc"t prcpcrty
o....'r.e::s.
c
7.
E
Pr':-'dd.] the foflow;ng documer:i 5:
(a) A Licensed Engineer's Survey of ti,e ~roperty involved.
(b) A cooy of the Contractor's Pion ond $pecificGtions.
(el Sl:ort Environmental Assessment I"orm.
CQ=~ this project extend into Town vV-::Itcrs beyond on i,naqincry fine ~cL'n~cry formed
b,. exdi~g works ci a similar n~turc olong this ar"~', sh~, elme' YES or~ I f it dees, st=te
the opp'oximate di,:ence beyond, ............ ft.
9.
Ie
Vlill fhis con5tru:tion require the Fillinq or an,' Iur:d offshor~ of the~.rl'Jry H:Ch V,'cter
Nlort< or the urcdglr:g .Jt any materral frem Tuwn Lon,js under wcr::.r) YE r r..JO, If it docs.
Form A/-i (.;ppliootion for Drodging/Fillin;;) must be completed and elt '0 ed os pert of this
o~pi'c="on. SEE ATTACHED.
1 i. In requesting cp~ro\ul of this cpp!ic:Jtion, I s~bmj~ that: th,. mfc;,ncti.:n r,rc':.~ntt:'~! ~It'rein
is tn.':c and correct to the best of my knowledge and belIef; I am t~l~ person a::col..mta':ll~ for
n~e ~erform"J::ce of the work in cccorcanc~ wi',h thc pkr.':, end s:),~::j;i:::J'I~ns otrc:hcr:f; I h::'/~
rC2d or Or, familIar with the proYisior,s of on,' SOl..l11101r,J Town Or:::nance p~rtinE"r.t t;:) the wsrk
involved; end furt!--er, I intcnd to adhere ta and abid:: by the Term~ cr.d Ccnd;tjon~ ot tn~
Perrr:it. \";-'~n .-;r::.::1 If iS3l.ed to me,
12. TO EXPEDITE FINDING SPECIFIC LOCATION FOR INSPECTION, INDICATE
A/3 R:::. UD:i A TE"IPOP.ARY NARKER~ \S ........~....... ........................
1
.
TOWN OF SOUTHOLD
ENVIRONMENTAL ASSESSMENT
.
. .
SHORT
FORM
. .
INSTRUCTIONS:
(a) In arder ta answer the questions in this short EAF it is assume
that the preparer will use currently available information concerning the
project and the likely impacts of the action. It is not expected thot
additional studies, research or other investigations will be undertaken.
(b) If any question has been answered Yes the project may be
significant and a completed Environmental Assessment Form is necessary.
(c) If all questions have been answered No it is likely that this
praject is not significant.
(d) Environmental Assessment
1. Will project result in a large physical change
to the project site or phfsically alte~ more
th 10 f 1 d? Pro ect will enhance area. x Y
an ceres 0 on .... .................... es
2. Will there be a major change to any unique or ---
unusual land form found on the site?......... Yes x No
3. Will project alter ar have a large effect on --- ---
. t. h d f t ? Will increase waterfront area Y N
4. ~~ii ~~~j'~hy~8v~e~~ei{ifg~JifgHV:" f~'ie~~: i~~~~t..~ es___ 0
an groundwat~r quality?...................... Yes x No
5. Will project significantly effect drainage --- -----
flow on adjacent sites? .~t:oj~c;t.l"Hl, .iI"P,o.v~.~r;a.i!''!gex Yes No
6. Will project affect any threatened or
endangered plant or animal species?.......... Yes x No
7. Will project result in a major adverse effect ---
on air quality?.............................. Yes x No
8. \'iill project have a major effect on visual ---
character of the community or scenic views or
vistas known to be important to the community? Yes x No
9. Will project adversely impoct any site or ---
structure of historic, prehistoric or
poleontological importance or any site
designated as a critical environmental area
by a local agency?..........."..,..,...~,... Yes x No
10. Will project have a major effect on existing --- ---
a~ futur: q\rlr~RJj.q.lleha't!'~9.1.tun..bH.1hifl~~~!'~t; ;Wg~Yes_No
11. W~ll proJect resu~{ ~n maJor ~ratr~c problems
or cause a major effect to existing
transportation systems?...................... Yes x No
12. Will project regularly cause objectionable ---
adors, noise, glare, vibration, or electrical
disturbance as a result of the project's
operation?.................................... Yes x No
13. Will project have any impact on public health --- ---
ar . saf ety? f.oj$!i't .w.i;1.h1.~rQxe. ~\I~l.ih?~~.ltQ .by. P,o.v~~:.....x.... Ye s No
14. Will project affect t'tH!'~'f'stl'},cg cb""rllunity by ---
directly causing a growth in permanent
populatian of mare than 5 percent over a one
year period or have a major negative effect
on the character of the community or
neighborhood? . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
15. Is there public controversy concerning the
project?.................................... .
No
Yes x No
Yes x No
PREPARER'S SIGNATURE
NATCHEZ and ASSOCIATES,
REPRESENTING BREWER YACHT
, President, DANIEL S.
DATE June 18, 1984
,
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.
o
VILLAGt-
G 0
G ree (l pQ.r t
Harbor
/1/1 /b
.,
i'M.IE OF CREEK
Stirlingesin
.
BO.\H.D Of TO\\"N TRUSTEES
Town or SOlllholJ
lIIain Road
SOlllholJ, "ew York 11971
APPLICATIO:\ TO DREDGE anJ or FILL
1. Dces this project involve the use of WETL.A,i'lDS a~ defined in the Southold Tcwn Ord:nar.c~
in Wetlanes' Y~S or NO. If it docs, your a;;plicoticn must be filed throush the Town Cler.'s
Office.
2. f.rplicent's name and aceress: .!l~f!...~~~?:..:t~..~?:..~g:~~~~~"...~l<~:............................
Manhasset Avenue, Greenport, New York ... 1 (516) 477-9594
...................................................................................................................................e .............. .........
A ' .
3. ~_i~'"~nome and address: I?~.~.~.~...~.:. .!!~~0.i~~..::!~~..~~~~~~~~~~.'...~~~:........................
555 A1da Road, Mamaroneck, New York 10543 Tel. (914)698-5678
................................................................................................................................................................
4. Explain brielly the purpose of this opplicaticn: .~~!!l:~!!~~~::~!:~~~~..~L~~:':~~~~~..~~~. barge
and/or drag1ine operations, total area of approximately 120,800 sq. ft. (2,625 sq. ft.
M~~..~~~~ii~tawn~~l~f~i~h~.gj.a~~f~~~e~~i~.~~.e.~~.~..if~f~~'iUh~.t'~iift~'d5M~';'i~xI~84.
................................................................................................................................................................
5. Afrer is;uance of Permit, wor~< must be completed within one year.
LARGE
6. Secure the correct Area MoO; tr,'m the Clerk of this Boord, and by using a/X WiTHIN
A Cl KCLE cs 0 m:Jrk, mdlccte as clo:e!y I~S possIble the location or thJ::l work. en the rever:e
sice 01 this map, provlee a SCALE DRAvVING which will show the Ordinor, High We,e,
tlc:rk and tb.e size ond 5hcpe of th:-- ;),.ucture 8r work. All dimensions offshore of tr.c
O. H. W. M. shau:d also be shown and include cny free standing pilings which will re"1~in
at comeletion. State adj acent property owners.
7. Provice the fallowing documents:
(a) A Licensed Engineer's Survey al the properry involved.
((::-)) ,-\ cr:")v of the Ccntrc::torls P!~ns anrl SSl~cificctionc::
c Short Environmental Assessment Statement.
8. Has C:1Y previous application for this wor:<. bt2en denied by cny ether government cgency? NO
Y::S or NO. If it hcs been, name the c~~r,cy.
..........................................................................
De~e of denial ..............:-:........................
9. If dredging is contemplated, give your estimolte of the lollowing.
(0) Average depth 01 water at M. L. 'N.where dredging, ~~:::~~~..f.!:?'!'..~:.?:.::?:.~.~~I<. ft.
(b) MaxiMum depth of drecging belaw the bottam, .(~,.9..'...!>.~J'?~..~W.L......................... It.
k) Maximum length of dredged area ...?~.9.~..::....~.'?~~.l,1,.?~.<!:..~.~.??:...~.':'.~.~.~.~.~.~.......... It.
(d) Maximum width of dredged area ...~5.~..::-...S.O.\lt.l:\Q.1.1i...(f.~.Q.~..!?:Y.e...~J.p............ ft.
450 cu.yd.-Southo1d
(e) /.\oximum amount 01 material to b~ .dred~eal().'~q{)...cll.~)"<i.....~~..:r,,~~.,.. c. yes
(f.), Hethod and locatl.on of Ql.sposal or dredge materlal SEE ATTACHED.
ir rdl:i1g IS expecred, give your estimate or"" tne iollowtng: .
lG.
(a) Iv\aximwm amount of mater:al reqUired,...i?"'.I'....M:J.".\'.\:1.lj!.<;l...L.t.r.:...f.r.o.~~~N.~/r~~~; ye;.
(b) Explci:1 how fill will b~ obtained and -..vnere it will be placed.
See Attached Letter from DANIEL S.NATCHEZ and ASSOCIATES, Inc. dated 6/15/84.
.......................................................
...... ................................................... ................
11. In req~~sting Opproval of thi':i o~plic.ati,l., I _ " ". I. ,
~erb(mcn'-c cf -r ,,'_.-" ~ ~Lnml' r 10r ! am r:':(' p~rscn Gc::cunrlJble for t!-e
h . , ,C war:"". rll G.....Or,1 '....rtn tr. > pl"'ns :Jr l' f
I uve reed or Om iomiljc.:- 'oVlrn the P(O'/isio~~ ... <:', "~')~c: ~caricn<.:; :::rrccnt::d ;,ererc; I
trc work involved' ....nd :L..:rther I 'n-'" d t .?f ony __utn....ld To'sn Ordinance ,ce:-t:r:el1': to
J;f H~(> P,~r"r"lim ,...., ,I, ,_n 0 aOI:cre to and cL Ide by th~ Terms ar.d Ccr.dirions
12. 'l~sr~~~ a I~~m~;~~~~G m;~~~;~ICL ~()t~.~~~n.s.~~.~~.~.~~.:...~~.~~.c.~~e
by
f
.
.
TOWN OF SOUTHOLD
SHORT ENVIRONMENTAL ASSESSMENT FORM
INSTRUCTIONS:
(a) In order to answer the questions in this short EAF it is assume,
that the preparer will use currently available information concerning the
project and the likely impacts of the action. It is not expected that
additional studies, research or other investigations will be undertaken.
(b) If any question has been answered Yes the project may be
significant and 0 completed Environmental Assessment Form is necessary.
(c) If all questions have been answered No it is likely that this
project is not significant.
(d) E;vrronmental Assessment
1. Will project result in 0 large physical change
to the praject site or phrsically alte~ more
th 10 f 1 d? Pro eet will enhance area. x Y
on acres 0 on .... .................... es
2. Will there be 0 major change to any unique or ---
unusual land form found on the site?......... Yes x No
3. Will project alter or hove 0 large effect on --- ---
existina. h~dl'Wof waterlf?l"~ltV. ~1I}\ci>:e~!l<; .w.a~<;~f.r!'~~ .a;:;ax Yes No
4 \',. 11 a,yar.lao Ii r recre<l.t na fU c access. . t --- ---
.,.l praJe, ave a ~o en 0 y .large .lmpac .
on groundwat~r quality?...................... Yes x No
5. Will project significantly effect drainage ---
flow on adjacent si tes? .~r.oj~c;t. l4H .ilDNo.v~. ~>:a.i!1,!ge" Yes
6. Will project affect any threatened or
endangered plant or animal species?.......... Yes x No
7. Will project result in a major adverse effect ---
an air quality?............................... Yes x No
8. Will project hove a major effect on visual ---
character of the community or scenic views or
vistas known to be important to the community? Yes x No
9. Will project adversely impact any site or ---
structure of historic, prehistoric or
paleontological importance or any site
designated as a critical environmental area
by 0 local agency?.............................___Yes x No
10. Will project have 0 major effect an existing
0: futur: qWlri!lJj.q.lleha~F~ca1td'p'l-.bHt1h\H~~~I"~t; ~n~Yes___No
11. W.lll project resu~f .In major ~rarr.lC problems
or couse 0 major effect to existing
transportation systems?......................
12. Will project regularly cause objectionable
odors, noise, glare, vibration, ar electrical
disturbance os 0 result af the project's
operation?..... ............................ .. Yes x No
13. Will praject hove any impact on public health --- ---
or safety?!"oj,el'. .w,i).h.i.~.Q,!e. ~y~l,ih?e'r.l~Q .by. "':o.vH::.....x...Yes No
14. Will praject affect t'tN~~st1"Cg c~""r!lunity by ---
directly causing a growth in permonent
papulatian af mare than 5 percent over a one
year period ~ have a major negative effect
on the character of the community or
neighborhood? . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
15. Is there public controversy concerning the
project?.....
No
No
Yes x No
Yes x No
PREPARER'S SIGNATURE
NATCHEZ and ASSOCIATES, . on behalf of
REPRESENTING BREWER YACHT YARD AT GREENPORT, INC.
Yes x No
, President, DANIEL S.
./
DA T E June 18, 1984
r
.
.
__h.____....'.~__T___.
i
~
~<'\ 0
x "
C
,/
VILLAGt-
C 0
GreenpQ.rl
Harbor
IV1 16
","
,
.
.
TO":!': OF SOLTHOLD
EAF
E~V I i\:J;P'~[ST AL ASS~SS~t:"T PART
Pr-J~e:~ lnfc""'.<a~on
NOTICE: Tn,s oocu~~~ .r oe~'~ned t~ assist in dete~m;n1nry w~ether the action ,reposed may hav~ a S;;~~'ic~~~
etf~ct on t~~ e!lvl,.:.,~nt. ~IPasp Co~:lete tne enti~e D"-ta Sr;eet. Answtl'"S~.:l tr.ese ouestjons ..11; :le O~S":ere:'
as p,.,.t Of the ~D1i=ation fo~ apOl'"'cval and lTlay be subject to furthel'"' verificl!~ion and ,Public ,.ev'e... P~v1ee
Iny addHl:>nal In.~rmatlon you believe will be needeo to c0r.'101etF' PARTS Z and 3.
It is exCectea t~~t CC~~J~~~c~ of t~e tAF will be deoendent on lnformation cUl'"'~ent~y ava11ablp and ~il; n~.
lnvolv~ new S~ud)ts..reH~l'"'c":,Cr inl(est'n~t'on. If infOn:"'Hl0r. rel'7l.J1rl1'O such additloMl ...or~ !
so 'ndl::ate and soec1(y Her, lnstanc!. 1S unol~~~ii!;le.
:I~,"E OF PROJECT :BREWER YACHT YARD AT
GREENPOR! INC.7Proposed Excav~tion
BuIKheao1fig, Ma1ntenanCe-tiredg1ng and
Reconfiguration of Floating P1er Assembly
!'roJects.
NA"E AND AO:,ESE OF
Agent
~
. . - ~
A~~~ESS A~D ~(~E o~ Ape~!cas~:
DANIEL S..~ATCHEZ and ASSOCIATES, Inc.
{Name}
555 AIda Road
(Stre~t '
BRE.~R YACHT YARD AT GREENPORT,
("....)
Manhanset Avenue & Beach Road
(Str".t)
INC.
Mamaroneck,
TP.Cl
(lij:) i
BU~N:SS PHO:lE:
New York
(State)
(914) 698-5678
10543
Greenport
(Po 0. J
NY
\~t~':.e I
11944
IiI? )
OESC~I?TIC~ C' "OJECT. (Br'efly describe type of project or act,on) See Attached Letter by
DANIEL S. NATCHEZ and ASSOCIATES, Inc., dated June 15, 1984.
(PLEASE COMPLETE E~CH QUESTlnN - Indi,.te N.A. if not .??I"'ble)
A. SITE DESCRIPTION
(Phys;cal set.tin; of Qve,.ail project, botn develoned and undevelooed areas)
1. General cnaracter of troe land: rM!nerally unifo~ slope ~ Generally uneven and rol1ino or il'"'re9uiar
2.
Prt!>ent land use: L!rtlMl . Industrial
_____, Agriculture _____, ~th~r
iotal acreage of oroject area:12.07acres.
. COlT'JT'Iercul
x
-'
Subur~an
Rural
F':lrest
J.
ADgroxlmate Icreage:
PreSently After Comnlet1on
Pl'"'ese~~ly t~~er ~:-:l€t~c~
Meadow or Srushland
. ~acres
O.Oacres
I-fater Surface Area
2.30 .cres
4.95
___aC'''~s
Fores ted __acres
__acres
Unvegetated (rock,
euth Or 1111)
8...: ~ i acres
6 42
-":'__.!cl'"'es
Aoricultural acres
_acres
Roads, buildinns
end at"'er ;')aved
surtlloces
~9-ac!"es
_~ac"es
'/pt 1 and (Fre'ih.....ner or
Tldal ~s ner A,.t1cles
:4, :": ('lr '".C.l.) .~~acre5
~acres
('It''er (indicate ty"e) _acres ._acre~
Coarse to fine brown sand & gravel, some silt
--_._-- - --~.. -- _u_ --- --SeeAfiachea Keport.
Yll's __X_ _~r
'.
'lra: l! .....!'domln""':t soij t.'/Ot'{S) 01'1 ~r('\;ect Site"
5.
C re ~nerp ~pdroc, OUlCl'"'C101ncs o~ ~rl'llPct s1t-:
r.
......a: ~:;. cP.J ~n tc ~edrccl.:" .__ uNJ A __
('1'1 "eet
9,'1::6
,.
6.
prOPO~DrOject site
0_lQ~100%~; .\.
_:.15:0'
A;proxlNte :If'rc:entaoe of
greater _1.
with s looes:
7.
Is prcje:! t~n~iguous to. or contain a bu;ldin~ or site listed on the ~at;onal Re~;ster of HlstcrlC
Places? _____yes ~No
8.
Varies: 318 "-6' 511
table' _____feet
below ground surface. See Attached Letter
What is the de=~~ to tne ~ater
9. Do huntlng or fishing opportunities presently exist in the project area? _____yes ~No
10.
Does project site conta~ any speCies of plant or an~mal life tha~ is identified as threatened or
endanaerea ~ _Yes _,lo. aCCOrding to _ ldentlf." eact'! speCles
11, Are there any unioue or unusual land fo~s on t~e project site? (i.e. c1;1f5. dunes. other geological
fomat;ons - _Yts ~No. (Describe
12.
13.
Is the prOject site preSeo.tlYjUSed by.the co","unit. or neiabborhood as an DBe" saaeef' r"r..tion
area. X Yes No..t'ro ect Sl.te provl.aes pUD'l.lC access r: wa-c:er ron[
- - for recreational boating.
Oois t~e present site offe~ or include scenic views or vistas known to be important to the community?
_Yes _No Waterfront views of Stirling Basin will be enhanced.
Streams within or contiguous to proJect area:
14.
a. Nal'le of stream and name of river to which it is tributary
Stirling Basin
15. lakes, Ponds, ~etland areas within or contiguous to project area:
a. I/a"", Stirling Basin
+35
: b. Size (in acres)
1e. WhoH 1S the dominant land use and zoning classification w;tnin a 1/4 mne radius of theJl!"oiect (t.g. .
s;ncle fam'ly rel'dent;jl'1R-2)dand the scole of d<'ve~_t (e_ll. / ston\t2-story l{A-llowdc1eus~t\. single
family resldentla an agrlcu~a~ura~, ~/L - W3t~rrrcrt ccmmerCla an l.lght
industrial - Boat Yards and Marlnas.
B. PROJECT DESCRIPTION
1.
Physical dimenSlons and scale of project (fill in dime~sions as appropriate)
a.
Total contiguous acre~ge owned by project sponsor 9.77 acres upland.
PrOject acreage developed: 9.42acres initiall....; 9.42acres ultimately.
.35 tidal wetlands
b.
c.
Project acreage to remain undeveloped
d. length of project. in miles:
N/A
(if aopropr;ate)
e.
If project is an expansion of existing. indicate percent of ex~a~sion proposed: building sQuare foot-
age ; developed acreage . See Attached
f.
90-95
l60:+::,
tlul':'tler of off-stl"f:P.t ollrkin9 spaces ex;stino
; proposed
g. Maximum vehicular trios generated pel" hour 5-10
(upon completion of project)
h. If residential: Number and type of housinq units: N/A
~ne Family
Two Fami ly
Multiple Family
Condominium
Initial
Ultimate
i. If:
Orientation
"e1gnbornOOd-City-Regional
N/A
Estimated Emoloyment
Co~el"cla I
Inau!; ~ r,! 1
j. Total he19"lt cf tallest "IrOrlosed structure _Nl!2_.feet.
-:-
2.
Ho... "'vch natu,..,,'
m.teri~i.e. roc'. eorth, etc.) will be re"",ed _ the
Total excavation and
maintenance-dredging, approximately
sHe. N/A
tons
..
~750 cubic j~r~~.
3. Ho... ~~~y ~cres of ~eoeta~;o~ (trees, s~ruts, grou~d covers) ~,11 be r~ved fro~ s'te. . 35~:r~:
4. Will any mature ferest (over 100 years old) or other 10c!j'y-'~oorta~t v€getat,on be remove= 2j t~.s
prOJect' _____yes ~Nc
S. Are thPr"~ an~ plans for re.vegetauon to "'eolace that relnClved during construction: ~Yes '<:;
6. If s,ngle D"aSe oro~ect: Anticipated period Of construction _____months. (;nclud1ng de~o:~~1~~i
7. If rr1ult'i.~hased oroject: a. Total number of phases anticipated 3-4 No.
b. Anti.:;oated date Of co",.,encer.'lent ;thase Octll'lOnth ~~ear (in:'..::'
de~l;tion)
c. Approximate COMpletion date final phase May
Pl'tln~1\ ~~vea".
d. Is phase 1 financially dependent on subseoue".t O"5SeS' _____YtS X ~c
8. Will blasting Occur during construction? Yes ~No
9. Number of jobs generated: during construction~; after project is complete ~.
10. Nul'tler of jets eliminated by this project None.
11. Will project reQuire relocation of any projects or facilities? ~Yes _____No. If yes, explaln:
Existing Floating Pier Assemblies and Travelift will be constructed and relocated
12. .. Is surface or SUbsurface liQuid waste disposal involved? _YtS --L ~o.
b. If yes, indicate type of waste (sewage, industrial, etc.) N!A
c. If surface dispcsal naT"'f of strea~ into whiCh effluent will be di scnarged N!A
13. Will surface area of existing lakes, ponds, streams, bays or other surface water.ays be inc..eased 0"
decreased by proposal? ~Ves _____No.
14. Is project or any Dcrtion of oroject located in the laC year flccd plain? ~Yes ~o
15. a. Does project involve disoosal of solid waste? 2.-Yes _No
dredged materials
b.
I f yes. ....ill
an e;ds~ing solid waste
upland; W\si te
name: N/A
dis")osal facility be usee!" Yes x Jjo materials
and adjacent St. Agne~emeterY-properties.
: location N/A
placed
c.
If yes. give
d. ~jill any wastes not go into a sewage disposal system or into a sanitary landfill? _Yes _Ji......."'o
16.
Wi 11 project use herbicides or p~sticides? _Yes x ~o
Wi 11 project routinely ;Jr'odwce ooors (~re tt'lan OMe hour oer day)' _Yes X ~o
Wi 1 ~ project produce ooe..ating no'se exceeding ~I'le 10ca~ arrbience no'se levels? Yes X N'
- -
17.
16.
19. !.Ii" project result in an increase in energy use? _Yes -!......"lo. If yes. indicate type(s)
20.
21.
22.
If wate" supoly 15 fro~ .....el15 indicate oUlf.o,ng caoacity N/A gals/l'!\lnute
We-Waterfront Commercial-Village of
Total anticinated water usage pe" day _N_!A__QalS/d!_v. Greenpirt
C-Light Industrial Distr~c[- Qlm of
Southo d
Zon1r,~: a. Ut'lat lS dOr1inant zon1ng c1!S,>ific:at,;:,n Of site~
b.
Curre"~ sDec:i4"lC: ZO"H':~ c:lassifH:a'::lOr" of site C-Liaht _lnd.11llrial
~s OrO:lo..er1 use C:O"S's:p": ,.nt". rrese.,t :on1n::' Yes
d.
If no. i"d1cate desired :::-"'''0 J1L_ ___ _______
-.'-
.
.
26. Ap=,rova 1 s: a. I s any Federa 1 pe~; t reQu; red? -X.-.Yes No
b. Does prOject involve State or Federal fundir;g or f1nanclng? Yes _~No
c. loca~ a~d Reg10nal apprcwals:
c,
-G4-t-;'-t Town. J,l.~-e-,e- Boa rd
"'~"". To~n. ~-H4'll~ Planning Board
~1=f;. Town, Zoning Board
~~~ County Health Department
Other 10::al aoenc1esTown Trustees
Other reg,onai agencies
State Agencies
Federal Agencies
Village 8f ff~~rgg~t Board
INFORMATIONAL DETAILS
Acoroval R~Quired
(Y.s, No) (Typ.)
~
~5S
--blO-
-S~
....!ill...
=ili
Permit
_AP2Lo"y;!'l_
I.ett~r of Appv.
PermH
Sub!";itti!1
(D.t.)
A;:;:rO'ial
(Date)
Pending
-,.--
j/1L/84
Pf"ncling
Yes
NYSTlOS/NYSDEC
Armv CorDS
Permit
~g~
Pending
AtUcn any addit10nal info"Tldtion as may be needed to clarify your project. If tlre!"e are or r:-.ay be llr:y
adverse imcacts associated with the proposal, please discuss sucn ;mD!cts and tne ~asures whiCh can be
taktn to mitigate or avoid 'them, /,,~ / /'
( ~,' - "
. -.. "/ /? , . .r...-"..........
/'","- ~ J _
PRrRARER'S SI~~ATURr:
TITLE:
REPRESrNT; NG:
President, DANIEL S.
OAT[:
BRE~ER YACHT YARD AT G
June 18, 1984
INC.
Z and ASSOCIATES, Inc., on behalf of
-4-
,
.
.
EAf
ENV!RON~[NTAL ASSESS~[NT . PART II
Project J~~Jcts and Thei~ Mao~'tude
~ne"J1 !.,4"~-3~1,:;'" "c,,:~': C~re.ully)
In co'!!ple~':'lC t~.( for;".. the reviewer should be gu1ded by the Question; liave my decis,of1S and Cftf.-!'''r.atio!''s
been redSC~~bit: The revle~er is not expected to be an eXDe~t environmental analyst.
Ident;~y;ng t~~t ar effect ~ill be potentially large (column 2) does ~ct mean that it
5;On'''~CEi:;t. ~r:v il!rlJ~ pffe::t must be evaluated in PART 3 to deterrn;ne <;ignTficance.
!ftect 10 c~l~- 2 s'~oly asks that it be looked at further.
is al~o ~e(essa~'ij
By lder.,,~f'j'''; dr,
- The Exa~~les provided are to assist the reviewer by showing types of effects and wherever POSS1~1e t~e thres~r,'
Of magnltuoe that would trigger a resPonse in column 2. The examples are generally ao:licable t~r~~;~:J~ ~~f
State and fer most situations. But, for any specific project or site other examples and/or lower t~re5n:1cs
~y ~e more aD~ro~riate for a Potential Large Impact rating.
- Each ~roject, on fa;:h site. in each locality, will vary. Therefore. the exa!':'l:;les halle been offere: as gL;iC::C1~,::f
They do not constitute an exhaustive list of impacts and thresholds to answer each nues~ion.
- The number of examples per Question does not indicate the importance of each Question.
INSTRUCTIONS (Read Carefully)
I. Answer each of the 18 questions in PART 2. Answer ~ if there will be!!!r effect.
b. ~ answers should be considered as Yes answers.
c. If answering Yes to a ouestion then check the approoriate box (column 1 or 2) to i~d~cate t~e cote~tia'
siZe of the lrrloact. if imoact threshold equals or exceeds al"',y exampie provided. ctle::k. co1;.J~" 2. If
i~pact will occur but threshold is lower than example, check col~n 1.
d. If reviewer nas doubt about the size of the impact ;~en consider tne imoact as r)otentially large ~"d
prcc:eec to PART 3.
e. If a potent;~lly laro~ imoact or effect can be reduced by a cn~nge in tne project to a less tha~ ~arge
magr,ituot:'. ~ia.:.e n les i., cO~I."n 3. A No resoonse indicates' that SUCh a reduction is not POSS,bie"
1 ~ 3
NQ yes
SMALL TO POTENTIAL CAN IHP:'CT BE
MODERATE LARGE RED'JCD B'
IMPACT !fo(PACT PRDJ"- CHA'S,
- - -
- - -
- - -
- - -
x
- - -
x
- - -
- - -
r""PAC'" O~ LAN:)
1.
"'"Ill il-'EP~ 5E
PROJECT S;TE?
A\ ~FtE:~ AS A RESULT O~ A PHYSICAL CHA~GE T0
There will be an increase in public
access to the waterfront.
Wou1C1~I'olj' to Column 2
00
Ex~~oles tnat
A.,y :~"stru:t;o~ on 5l~pes of 1St or greater, (15 foot rise Der
100 foot of lenQt'~:. cor ~here the general slooes in the project
are~ e~ceed 10:.
Cc~struct~o" on land where the denth to the water table is less
theP" 3 feet.
rcnstruction cf oilved oaridnq arei' f"r 1, ..."'" or more vehicles.
~n~!ruct;o~ on 1!~1 where bedrock lS ex~osed or Qenerally
.lt~ln 3 feet of ex'st1ng 9rou~d surface.
.....!.. ~onS'J:lct'~~ t~il' will contlnue for more thaf'l 1 vear 0'" 1nvolve
me"e !har; ":-r.!." "",asc or ~tage.
x E...::~Y?!~on fa" ",;,,'nc; ~urooses that would ~e'l'lOve r.tore tnan l,OOC
tor,s c..f r,at:J"aJ M:.ter,al (Le. roO; or 5011) rer year.
For recreational boatin~ purposes.
Co~str~ctlor of anv np~ sanita y landfill.
-5-
.
z.
Con~tr~ctlon 1" a des'~nated flo0dway.
0"" ,m,,,,,; Topography of Proj _e.~ ~".:': wi~be
improved & church properties will be enhanced
11'
""Ill Tl-!EJl.E Bt A~ ErF"ECT TO ANY UNIQUE ')R UNllSUAl UNf) F,'RMS t::'\r'\
FOU~O ON THE SITE? (i.e. cl1ff~. dunes. O~loolcal fo~- ~
tloos. etc.}
x
Sf'JI!Ci fic lano foms:
r~,p"n ON ~AT[t<
3.
NO
WIll PROJECT AffECT ANY WATEP BODY DESIGNATED AS ,..... ....1'"'\
PROTECiE~? (Under Artlcles 15, 24, 25 of t~e [nvir. \Q)
onment., ConservatIon law, [.C.l.)
Exa~~les that ~ould A,ply to Column 2
Oredg1no ~re than lOry cubic yards of material 'rom
cnannel Of a protected stream.
Co~struction in a designeted fresnwater or tidal wetland.
OthH i~oacts:
4. WIll PROJECT AFFECT ANY NON, PROTECTED EXISTlNr. OR NF" NO
SOOY OF I'ATER? ............................................0
Exa~oles that Would Apply to Column 2
A 101: incr-else or decrease in the surhce area of any body
of ~ate" or more than a 10 ac~e ;nc~ea5e o~ decrease.
'\.
Co~~truct1on of a body of wate~ that exceed) In acres of
su~face a~ea.
Project will enhance recreational
Other 1mnact"s:. . IInll 1..._~~...
opportunit"'''b by 1:TE!'ari:Tr!;-a-.."...-tl=~~
basin approximately 115,825 sq. ft.
~
o
LJIll p~OJE:i ArFECT SURFACr: ~R liROUllDIJATER nlfALITP
ha"'~le~ tf',at 1.iould Ap~Jy t.o Colu~ Z
P~nJect will re~uire a d;scha~ge permit.
PrcJ~ct ~ecuires use of a source of water that does not have
ap,roval to serve 'reposed project.
Pr"'JJ(":: rec.W1rfS ..ater su~;:ly frolT' wells wHn ~~eater
than ~5 oallons pe~ minute ?Umolng capacity.
Construct1on or ooeration caus,ng any conta~;nation
of a putT1C water suc~Jy system.
PrOject wiTl adversely affect groundwater.
l1CUld ("ffluent will be conveyed off the sHe to
fa:'!lues whiCl"l o~esentIy do not eX1S! o~ have
tnadeQuate ca~aclty.
PrOJe:t requirIng a faCility that would use water 1n
excess of 2~.~OO gallons per dav.
_ PrOject 1'0111 11kel, cause siltaUon or otner d1Scnarqe
l~tO an eX1st1ng t:~y of water to tne extent that there
WIll be an ~bvlOoJS visual contrast to natural COnalt1onL
.'.
.
1. ~. 3.
<."" ,~ PME.'1'':':Al c.:..,.. 1"'1' ~... "
"c_ """,
,",~ERATE l^RGE PEDUCED By
. w::t.~,. J"'~:'~'" po:;~:'" :~;", ~ ~
- - -
- - -
x
YES - - -
- - -
- - -
YES
0
- - -
- - -
- - -
- - -
YES
Q
- - -
- - -
- - -
X
YES - - -
C
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
.
.
.
1.
2..
~.
B.
Will PPC~ECT AFFECT ANT THREATENED OR ENOANr,EREO SPECIES?
!OO YES
GO
r;'\A l TO pnH~i1f< rA~, lnp.:.:" ~~
(); "."~ l A=G~ w(:;;C~: "
~,'
; .~ .,- ;"PL.C" ~..." ,~.. :"';', ~~
,~ , .... .J~. ~ ~
- - -
- - -
- - -
- - -
- - -
X
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
S
- - -
- - -
"Jt"'H II"\':lHts
See Attached Letters from H2M dated
the Co;nty ~f Suff~lk dat-~- 3/12/84
1/31/84 &
-----------
6. '~!ll P...~~'CCi Al,.i[1; :):;:!..:/oIf.r.r Fll", PUTPl'l~ ~l<. SlIRFV.E llATE~ ~('J YES
q~N~FF' ..................... ..............OQ
~ ~ha~ '!ould ~"lDly to Colu1"'1r1 2
Pr'('l)ec:t WI"l,s1(1 im"lede flooc' water fl(lws.
Prolect is lii:ely to cause su~stantial eroslon.
p~Ject 15 ;nco~pat;ble witn existing drl;na~e patterns.
X 0"., 1m"",,: Project will improve drainage pattern
and I10WS.
7,
110 HS
"Ill PROJECT AFFECT AIR OUAlITY?...........................0 0
Fxa~oles that Would Apply to Column 2
I,""PACT ,,~ 4!~
Project ..111 induce 1,'1"0 or 1l'Cr-e vtl'l1c1e trips in Iny given
l'Iour.
PT"'Oject wil, result in the incineration of r!l)r-e tl'llln 1 ton
C'f ref..,!.! per hour.
PT"'Oject ~~1ss1on rat! of a" co~ti~1nants will ~xc,~n 5
10s. 'e~ hou~ or a htat snurc! ~roducin9 ~r_ tha~ l~
million BTU's p~r hour.
Other 1mollcts:
l..tl..~... "'" tlL"'fl'(: A'll t'i''''~' iii
Ela~~l~s that Would A~oly to Column 2
Q~dUCt10r'l of onf' or 1'T'Cl~ soec;es listed on thf' 'If''''' York
or Fed!ra1 list. uS1ng the 51te. OVf'r or near site or
found o~ tMe site.
Rem"'" 1 o~ lIn" !:Iortic" of ill critical or siQnificaMt wild.
1 i f~ ""'\b~Wt..
A.o"licatiM of Pesticide or "lertlici..;l' Over 1I'(l~ thin
t\";c~ CI vea" other 't't\.!n for.alJ~:c..uto".., Pi,lrpoi.?s.
0~',." ir.loacts:
9. :ilLL pClOJE:T SU9SjA:lTIALLY AFFECT r~nN.THREATDE::J OR NO YE
E')A'CERE) SPEClES' . ............ ........ ........ .... ......~ <:::)
~ that .ould Apoly to COlUMn 2
r"'O,lect \ltould substintlilll." interfere with an:' r~siti~l'lt
or fII1liratO,.y f1S'" or ",,'ldl He 5;JeC1!$.
P"o]ect reeuires tl'le r~moval of l"Iore than l~ acres n~
~ature fc~est (over la~ vears In ane) or ot"e~ locallv
l~~ortant vegE'tatlol'l_
-7-
.
.
1.
2..
3
1'). \'!!.l T'-I[ :::''"\]fC'" .:.rr~:'" '::~'~, "!S....:.S "''? T 'f "'(,:'t,,-
Cr-;q:':7E~ :'F T'i~ ::::G"S,;;:.!"I'JD Ill"', CC'''''''''::'''''''I
W"\ T' ~ ~
" " "''''!' ~". '- - . . " .- , ,
',' ~ -
0::[;;:;' " l:';(C[ PfD:..::r:;, ~y
..."t. -- !,." , -- po, ,..... . "
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
X
- - -
- - -
S
- - -
- - -
- - -
- - -
!""..- .,; '::5" ore....:":-
b~""'les :+at '.IOlJ'~ .4;:;1.'0' to Cclu~n 2
80
An lnc:nr"ratitle ,\)ual affect cau:.~c: ~v t"le lntrc"',,:::'(1r'.
of new ~ate~lals. colcrs and/Or forrs In c~ntrast :n t:'e
surrounCln~ landsCd?e.
A oro]ec: easjl~ visjtle. ~ot easl1y screen~d,tl,at 15
oov1ously different fro~ nt"~rs arO~~d 't.
Project ....111 result in the plil"in!tl0n or MaJer
scref'."nQ of seen1' ""e'"s or ...1sta:. kn(>I.'r1 tc be
i~~ortan: to the area.
Ct~er i~~acts:
I~P~C- 0', I-I!(,;'C::C :l::sn'.II:!CfS
11.
WILL PR')J~C"j' !!,P~CT ANY SIT[ OR. STRUCiUKE
FP_E.j~rq;j~!: np p;'LE')~nor.:C:'L H'i'i)?TA'tCE?
OF HISiQRIC, im YE~
.. '" ........ ....~ ~
E:..aM:lles tnH '"auld Aoolv to Colur-:n 2
PT"C'lec: ::c....nnc ...'lolly or nartially wHr~1'l or COl'1tio;;ous
to any l'acilitv or s~tl' listed on t'1e Ili!ltiona1 Rel'1iSter of
historic :llaces.
A~v inca:t to an arc~eclc;ical site or fossil b~e located
~dtnin the prOject SHe.
0ther i:""acts:
IMPt~T ~~ 0P~~ $D~~E ~ O~C~E!T!~I:
12. 1HlL THE ppnJECT ArFECT TI.lE QUANTITY OR OUALITY or n:STr1lG NO nil
OR F,~o?E OPE,': SPACES CR RECPE'~IO':Al OPPORTU':I~!ES'...... 00
Eta~~les that ~Iould Aoolv to Columr. 2
T~e pernane"1t foreclosure of a future recre"tlo!'1ill oDOortun;t".
A major r~d;;ction of an open space important to t~e co~unity.
Will increase public access to water-
t')ther l"'~a:::ts:
front, and recreational boating opportunities.
rupec. I'Hj Tt..:,'spc'p""t,...rc'..,
13.
\'ILL Tur~~ ::E .A'/ FrECT '1'0 EX:SiI:IC TRM;Sp~,:n:\'iT"\..,
SY$7EU5' ...... ....... ..................... ......... ....
NO yr
txa"oles t~at Would ~~.,iv to Colunn 2
00
Alteration of present ~atterns of MQvenent cf neople
anO/or gaoos.
P~olect will result in severe traffic ,robJems.
_ 8t"le.. 11"'"::Jact~:
--------.- --- ----.----
.~
,
.
.
1
2.
'a.
16.
I~PACT O'! HEAL T~ & HAZARDS
'iILL PROJECT AFFECT PUBLlC ilEAL TH AND SAFETY,
Nn HS
-.
S"ALl Tn P~TE~Ti'.L CAii' WO~:T .-
co
~~DfR.tH lA%E Rr2~C~D ay
IMFAC I'1PAC7 I'I<O.;[:i CU~~GE
.
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
X
- - -
X
- - -
Ivpt:T C~ (O;EQGY
14. IIlLL PROJECT 'FFECT THE COMMUNITIES SOURCES OF FUEL nR NO YES
:::::~.:U::~:' WO~;~' ~~~;~. ~~. ~~; ~~~. ~..................... (y 0
Project causing areater than 5% increase in any fo~ of
energy used in muniCipality.
<
Project reQuiring the creation or extension of an enprgy
trans~isslon or supply system to serve more than SO sinqle
or two far.1il.v residences.
Other impacts:
IM~AC' ml NOrSE
15. WILL THERE BE OBJECTlnNABLE ODORS, NOISE, GLARE, VIBRATInN NO YES
or ELECTRICAL DISTURBANCE AS A RESULT OF THIS PROJECT: .., '/"i'0
Exa~o'es that Wculrl Aooly to Column 2 ~
Bhsting with;n 1.SI')!') fe!t of a hospital. school or other
sensitive facility.
Odors w;11 Occur routinely (more than One hour per day).
Project w;11 nreduce oDer~t;n9 noise exceedin~ tne
local a~bient noise levels for noise outside of structures.
Project \11;11 rel"l:Jve natural barri'!l"'s that would act as II
nOlse screen.
Other ;r:l~acts:
Examolps that Would ~pply to Column Z
.............00
Project \IIil1 cause a risk of ex~los;on or release of hazardous
substances (i.e. oil, pesticid~s, chemicals, rarliation, etc.)
in the event of accident or uoset conditions, or there ~ill
he a chronic low level discharge or enission.
Proj'!ct that will result in the burial of "hazardous wastes"
(i.~. tOX1C, poisonous, hi~hly reactive, radioactive, irritating,
infectious. ete.. inclu::lino wastE's that al"'e solid. semi.solid,
liqUid or contain gases.)
Storace facilitips for one million or more Qalln~s of liouified
natural gas or other liouids.
X ProJ' ect will allow safer navigation at
I')ther lrrOacts:
low tides by restoring previously~~~isting depths
tor aeep- dl.i:lIL bUd.L~. -..---------.-- ----__.___..
Project will help protect public health by providing
needed pumpout faCilities.
. ~.
.
~,' . . "..
(",,', J ~~.. ~, ~t
I?fD:""C~:' B't'
PPj.:tC:'" CIiAf\~~
a'pt.\~
t.,::/IjE
!'1NCT
twp~c; 0') GP""..'TI-I t~:) c~:'>IJ,cr'c or C""''''-'';:~''' "',;) .;r"."L.lc....O~....,""
17. WIll pO'J.'fCi AFF"EC' Ti-'[ C"iA,PI'1C";F ,.,~ TrE D:57:',;';
CO~"tJ~ITY? ,...............................
Exa~~le t~at ~ould A~~ly to Col~mn 2
The population of the City, TOwn 01" Vilhge in w.,icn the
prOject is lOC!ted 15 lHely to grow ty r.'IOre troa., 5~ of
reS10ent human gOPuJation.
~a YES
0000
The municipal budgets for ca~jtal exoendltures or o~era-
t1ng S!1"'V1CeS ..ill ;roereas.e b)' mre tf'an 5': per vein as a
result of th1S project. -
Will involve arlV ~eM",ar'lert facility of a nOI'l.aoricu1tural
use HI an agricultural dlstrict or re~....e "dme ag:r-icultural
lands f~m cultivit1on.
Tne p"o)ect will replace or elil""inate ex;st~)"; .t'a:n;:1€S.
st~uctur~s or areas of histo~ic im~o~t!nce to the ComnU~lty.
OeveloD!T'Ilent wnl 1nc:.:cf' an inf1u;l of a part1cuhr age
group wi th sp~ci a 1 needs.
Project wi 11 set an impo~tant p~ecedl!'M for future prejects.
PrOJe~t wil, reloca~e 15 or more em~loyees in one or ~re
bwslness.es.
Other il'!!:lacB:
lB.
IS THERE PUBi..IC CGt;i'~CYfRSY CONCERNISG. THE PIlr')..iC:c;? .
NO yeS
,0GO
E~a~oles that Would Aoply to rolu~ 2
Either ~overn~rt or citizens of adjace~t co~unities
have e;lpressed o~~osition or rejectec the o~~ect or have
not oeen cc~tactea.
C~Jectlons to t~e "reject from within the co~nit,.
IF My ACTION P: P~PT 2 IS IDENTIFIED AS A
PI'JTEin I Al lARt;t II"PACT Or: IF you CAN~OT DETERMINE
THE MAGNITUDE OF IMPACT. PPOCEEO TO PART 3.
POPTIONS OF EAF COMPLETED FOP THIS PRO:,CT:
OETEP~rNt,TII)N PART 1_ PART 11- PMT3_
Upon revi~ ~f tr.e infc~ation recorded or. this EAr (P"" 1. 2
and 3) and conSlderinQ bot" the maonitude and imnortance of each
impact. 1t is rill sot'latll y de terll'li !'led tha t: PREPME A I1Er.ATIVE DECLARATION
A. Th~ p~ject will result in no major impacts and. therefore. G SEE ATTACHED.
is one .nlch nay not cause signiflcant damaoe to thp env;ronment.
B. Altheuol'l the pro}ect could have a significant effect on the
~nvlronr"lent. there wi 11 not be a significant "Hect in thi!. cue PRE~ARE A NEe'TIVE nEClARATION
because the ~itt~atlon measure!. described in PART 3 have been 0
included a~ p~rt of the nroposed project.
.
C. The Dreject will result '" one or more major adverse imoacts PREP^PE POSITIVE DECLARATION PROCEED WITH EIS
tnat cannot be reduce~ and may cause S1~nlflcant da~age to 0
th~ env\ron~e~t.
Oate
S19nature- of ~osponslole OfflCldi In Lead
A.gencv
Slgn!ture of Pre~arer (,f di ffprent from resnonSlo1e o'flcer)
Jii=int or ty:le na"'e of reSDonsl0ie off,,'al
i1l lead Agencv
,
.
1'-'
.
.
.
fU
[!iVIR0~~ENTAl ~SS[SS'~E~T PA~T III
E''':'~'_':'~I:;,'! ~.~ "'1.': !UP'l'::"\CE (')F rMp!,CTS
PIFOR~TI:'i:,
Part 3 1S pre~arEd if o~e ~~ ~re l~~d~~ or effec~ lS con~:Cered to be Dotentially larae.
The amount at writinc necessary to answer ~art 3 may b~ determin~d by answering t"E ouestion: In :r1~~:~
comnletin~ tne instructions below have r nlaced in t~is record sufficient information to ind'cate ~
reasonanle~ess of My oecisions?
INST~~CTIO~IS
,
Co~lete the foJlowlnq for each impact or effect identified in Column 2 o~ Part 2:
1. Briefly describe the impact.
Z. ~e5crfbe (if apolicable) how the imoact might be mitigated or reduced to a less than 1~rge imnact by a nro~
jett c"ange.
3. Rased on tne info~ation available. decice if it is re!sonahle to conclude t~at t~;s i~ract is '~~~r~~~~
to the minici~ality (City. town Or villaqe) 1n w~;cn t~e project is located.
To answer the Question of importance, consider:
Tne probability of the impact or p.ffect occurrinq
T~e duration of the imract or effect
Its irreversibility, including permanen~ly lost resources or values
~netner the impact or effect can be controlled
Tne regional consequence of the in~act or eff~ct
Its potential divergence from local needs and goals
~hetner ~nown Objections to tne prnject a~oly to this i~Dact or effect.
DfTfR."INATl0N Of SIG~fIFICA'fC,
An action is considered to b~ significant if:
One (or ITlOrf'\ il"iDact is deteM"'ined to both larne and its (t~e;r) conseauence, hased on the re"ieiol
above, ;s ~~~cr~2~t.
PAPT III STATf~,~TS
(Continue on Attachments, as needed)
-11.
.
.
BRE~ER YACHT YARD AT GREENPORT, INC.
PROPOSED EXCAVATION, BULKHEADING, RELOCATION OF TRAVELIFT WELL,
MAINTENANCE-DREDGING, AND RECONFIGURATION OF
FLOATING PIER ASSEMBLY PROJECTS
ATTACHMENT 2
ENVI RONMHT AL ASSESS~iENT
TOWl, OF SOUTHOLD
NEGATIVE DECLARATION
The proposed projects at BREWER YACHT YARD AT GREENPORT, INC., ..'ill
have NO adverse environmental impacts or effects upon; the applJcant' s
property being excavated, the area being maintenanced-dredged, the
proposed relocation sites, or the surrounding upland and water areas.
Quite the contrary, the' proposed projects will have a signifIcant
posltlve ilr.pact by; increasing recreational activities and o?portunll1es,
allo,,'ing safer utilization of the existing waterways, provldln;;
additional job opportunitIes, and improving the overall aesthetic qUol1l:;
of the marina and neighbonng properties.
at
DANIEL S. NATCHEZ AND ASSOCIATES, INC.,
555 AIda Road
Mamaroneck, New York 10543
(914) 69b5678
VI ITY MAP NO. 1
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IQood
~
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IT1U\lIG ~Sl"
Gattll,.on ,"no.
IlAllKo\IIU1 AnllUl
WlU,AC;;tor c;;utllPon
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alUIITTOI'l4IrrOLl
VICINITY
MAP
p,,:~~~ ~~~:~~~~~~~I:~LI:~t!)lIlG
._UIIrl...lI.~II~ ur r~""'IIH"
,.n~ A>>Uln, ".UIL~I~
DANIEl.. I. NATCHEZ AND AIIOCtATU, INC.
~~ ALD~ .a.'IL
UMAIOIIECl, IIh' YOfl~ 1050Q
191.1 "'~1b
.
VI'V/TY
MAP
NO.2
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10
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.
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Island
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"
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VICINITY
o
I
1250' 2500'
, I
5000'
I
'.[WER YACHT YAID AT Glt[NPORT. INC.
STllLH"; 'ASU':
GI[[MPORl H".'O'
..AMHANSEl AV[~U[
YlLLAGt or '.[[MPORT
TO~N OF SOUTHOLl>
COUNTY Of SUffOLK
PROPOSED EXCI.VAltO/ri. 'llLKHEAOIN(,
.All'jlt."'A"'..t.-IIIlt.L1~I""', AHLJ
_"I..UflltII.>UIlA1IOtri C~ tLCAllN(,
..It" Alo)uaLl P'1I0IH,l)
DANIEL I. NATCHEZ AND A.SSOCIATES. INC.
5S5 ALDA 101.0
""MARONECtl:, Nt. TOilK 1050C.3
151]') 69&-56n
.
.
EXISTING
CONDITIONS
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- \
Cl
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ST AGNES
CEMETERY
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D~TUM: KE~N 5[~ LEVEL CN~VDl
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GIEENPORT H~RBOF
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,. ASSOCIATES. INC.
A TCHEZ AND
DANIEL S. N 555 ALtM .~~~~ I(}5.:J
NAMARONlCl,) :;:"5076
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7000'
,
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AREA NAVIGATION MAP
BREWER YACHT YARD AT GREENPORT, INC.
STIRLING BASIN
GREEN PORT HARBOR
MANHANSET AVENUE
VILLAGE OF GREENPORT
TOWN OF SOUTHOLD
COUNTY OF SUFFOLK
PROPOSED EXCAVATION, BULKHEADING
MAINTENANCE-DREDGING. AND
ftCONFIGURATION 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
(9W 698-5678
Way 19. 198k
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SU.VEY DAltO JULY:z6 J983
.IVISED SEPT. 1. 19113 a",d DECEIIl8U 27 1983
DATUM: MEAN SEA LEVEL INGVDI .
.
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C:>
,-
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.
RECONFIGURATlON OF DOCKS
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;---1 ~TION.AL
I I I ~oR
L. - - .J OCKS
8 ~eO~'b~tP
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~ -- _J FLOATS
. ~~SERND
....
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AT GREEN PO R,T, INC.
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INDEX WAP 'J~ or
5UffOU: COUNTY
.lEVU YACHT TAID AT CttENPORT. IN::,
STIlliNG USIJrl
GIE[NPOIT MAtlOR
KAWKANSET AVENUE
.11.L.C[ or GIEE.rOIl!
TOVN OF SOUTHOltl
COUNTY or SUFFOLr;
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500'
.
DANIEL S. N"TCHEZ AND ASSOCIATES. INC.
55S "LDA tOAD
MANAIONECI. NE.... TONI( 10543
(,ILl 698-S67b
".)' 19. 196<,
PREVIOUS
. S~~t~
EXISTING
BERM
SECTION A
P~POSED
G OUND
PR FILE
. l ~.
EXISTING GROUND
PROFILE
SECTION B
PREVIOUS SPOILS
~ AREA
PROPOSED
FILL
EXISTING
BERM
SCALE
o 25' 50'
MANHANSET
AVENUE
~IO'
5'
o
FRESH WATER POND
MANHANSET flS'
AVENUE la'
5'
o
BREWER YACHT YARD AT GREEHPORT. INC.
STIRLING BASIN
GREENPORT NARBOR
WANHANSET AVENUE
VILLAGE OF GREENPORT
TOWN OF SOUTNOLD
COUNTY OF SUFFOLK
PROPOSED EXCAVATION, BULKHEADING
MAINTlHANCE-DR~DGING. AND
RECaNt IGUflATlOH 01' HOA1ING
PIi::K "'~~UIBLT PROJECTS
DANIEL S. NATCHEZ AND ASSOCIATES, INC,
555 ALDA ROAD
MAMARONECK. NEW YORK 105-'3
191" 6911-5b76
Nay 19. 1964
.
Ie
AREA TO BE FILLED
SECTION C
ll6e~R{lB -
~22'+19'~8'
'I
S1: AGNES
CEMETERY
PROPERTY
Cr"
ACCESS DRIVE
PARKING
WALKWAY WITH
PLANTlNGS
o
I
25'
I
SCALE
50'
I
100'
I
BOTTOM EL,-8.0' BELOW MLW
PROPOSED FLOATS
AND PILES
~40~-70'
MHW +1,2'
------------------
__n - -Mi.W:.I~2'-m
288'
68'
JO~ 8'~JO'
70'-'f-40~
>t<
>i<
BREWER YACHT YARD AT GREENPORT. INC.
STIRLING BASIN
GREEN PORT NARBOR
MANHANSET AVENUE
YILLAGE OF GREENPORT
TOWN OF SOUTHOLD
COUNTY OF SUFFOL~
PROPOSED EXCAVATIONe BULKHEADING
MAINTlNANCE-DREO INv. AND
KECOHtlvURATION Uf FLOA1ING
I"It:R A55UIBLT "RUIECT5
--
----
;~jr:.:--
v .
--'-.--'
-..-.-..........-
-.-.........-
DANIEL S. NATCHEZ AND ASSOCIATES. INC.
555 ALDA ROAD
MAMARONEC~. NEW YORK 10543
1914l 69B-567B
May 19. 1984
.,,51DVPOllWIYnay
tQUlllC II tOIl..
lI.t.l. LlCtllllD LAIfD swinton
wnll DATU IULY., '91'
I..UID un. I. 11Ib..... DI(l:MIU 21. I!IIJ
DATUM. IU.. KA Llyn UIGYDI
sM~~~~
. S1. AGNES
CE METERY
"
.
ACCESS
DRIVE
SECTION
D-D
PLANTERS
(CURB STOPS)
PARKING
WALK
o
SCALE
o 5' 10'
o
20'
o
BULKHEAD
PILE
FLOAT
BOTTOM
BREWER YACHT YARD AT GREENPORT. INC.
STIRLING BASIN
GREEN PORT HARBOR
WANHANSET AVENUE
VILLAGE OF GREENPORT
TOWN Of SOUTHOLD
COUNTY OF SUFFOLK
PROPOSED EXCAVATION, BULKHEADING
MAINTENANC~-DREDGING. AND
fiCONf IGURA1ION Of" FLOAT ING
PIER AS~EMULY ..KO)EelS
DANIEL S. NATCHEZ AND ASSOCIATES. INC.
555 ALDA ROAD
MAMARONECK. NEW YO~K 10543
19141 696-5676
'"y 19. 1964
.
MANHANSET AVENUE
I.
SECTION
E-E
NATURAL
SCREENING
FENCE
BOAT
STORAGE
SCALE
o 5' 10' 20'
.
TRAVELlFT
BOAT
STORAGE
BREW~R YACHT YARD AT GREENPORT. INC.
STIRLING BASIN
GREENPOaT HARBOR
WANHANSET AVENUE
VILLAGE OF GREENPORT
TOWN OF SOUTKOLD
COUNTY OF SUFFOLK
PROPOSED EXCAVATION. BULK HEADING
M^INT~N^NCE-DR~~IN~. AND
fECONflGURATION OF fLOATING
FIER A55[UBLT FKOIECT5
DANIEL S. NATCHEZ AND ASSOCIATES. INC.
555 ALDA ROAD
""MARONECK, NEW YORK 10543
19141 696-5678
M.y 19. 1984
- - - - - - - --AfHW+2....
---------AfLW 0.0
" TlNO
HEAD / fJC'8T'He BOTTOM
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BOTnMI/
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.... "- "- "- ....
PROPOSED FlCloolTa AND P'lES
___u -____ +2..'
EX'S TlNO ---------MlW 0.0
BUlKHEAD
"- PROPOSED SOTrow PROFILE
... acAU'
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... ... ... , .
.... "- ...
~
.
SECTION - F
TYPICAL
MAINTENANCE DREDGING
fJClSTING FlCloolTa
"'~ PILES
r
+
'2"
2"
IIlIIIU "'ClIl lAID lIT (;Olll.P0II1. UK.
S1UlINC JUIIII
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lil~jIIHAjII5n UtlilU[
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n.I,;UII"ti""~f'ON Uf tLUAf11l1"
rlt' .>>UtU, r'U'tL'~
DANIS. .. NATCHEZ AND A880CIATEI, M:.
!l'J~ ALVA Ill~lJ
MIoMAIOlIlCI, IOIll1 YOU IP5.I.3
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APPROXIMATE
LOCATION OF
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DANIE.J.. S. NATCHEZ AND ".SOC._US. IHe
"'AJU.,oo;5[~~.~L::.. .~~;.
(~..; ....._!><', l~,
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.
SLACKE TEST BORING, INC.
!/~!/~ we!#~ g~/.l
4 MAIN STREET. PO. BOX 64. KINGS PARK. LI.. NEW YORK 11754. (516) 544-0404
I Mrs.1 S.IIy Ann SI.cke. Pr..ident
Boring No.
1
Job No
2945-84
Date: February 21, 1984
Job location
Brewer Yacht Yard at Greenport, Beach Road & Manhasset Avenue, Greeport, N.'
Datum
Ground Surface Elevation
6.0
6' 5"
Water level IS below Ground Surface
10: 20 A.M. - probable Tidal
9' 20'
I 30" IlowI 'o..o".,ion
J CLASSIFICATION OF SOil h",pl. .f Spoon CASING alOwS
Spoon 1ft Inch..
FI LL - Coarse to Fine brown Silty DRILLED IN CASING
USED (HSA)
Sand, some Gravel
Brown & gray Silt, trace Gravel
Coarse to Fine brown Sand & Gravel
trace Silt
Sample #1 @ 2'6" to 4' 7-7- 8 18" WATER SAMPLES
Sample #1 - 10' casin,
Sample #2 @ 4' to 5' 6" 10- 1 0- 12 18" in ground
Coarse to Fine brown Sand, trace Sample #2 - 18'6"
Fine Gravel casing in
Sample #3 @ 9' to 10'6" 5-1- 2 18" ground
Sample #4 @ 14' to 15'6" 8- 6-1 0 18"
Sample #5 @ 18'6" to 20' 8-8-9 18"
DE'TH
h.... T.
Ground
Surf.Cf l'
l' 2'6"
2'6" 9'
.
.
SLACKE TEST BORING, INC.
y~y~ W" g~6~UJ
4 MAIN STREET, P.O. BOX 64, KINGS PARK, L.I.. NEW YORK 11754. (516) 544-0404
I Mrs.1 Sally Ann Slacke. P,.,;denl
Boring No.
2
Job No
2945- 84
Date: February 21, 1984
Job Location Brewer Yacht Yard at Greenport, Beach Road & Manhasset Avenue, Greenport, N.
Datum
Ground Surface Elevation
5.8
Water level is
5' 1"
below Ground Surface
fr.",
11 :45 A.M. - robable Tidal
--
DEPTH I 30" IlowI '."..retion
j CLASSIFICATION Of SOIL Semple of 5poo" CASING BLOWS
to Spoon In huh.,
d FI LL - Dark brown Silt, trace Gravel DRILLED IN CASING
, 3" USED (HSA)
2' Brown Silt, some Medium to Fine
Gravel, trace Medium to Fine brown
Sand WATER SAMPLES
4' Medium to Fine brown Sand, trace Sample #1 10' casi
-
Fine Gravel in grou
Sample #1 @ 2' 6" to 4' 4- 5- 6 18" Sample #2 18'6"
-
9' Coa rse to Fine brown Sand & Gravel casing i
trace Silt ground
Sample #2 @ 4' to 5'6" 8-9-12 18"
Sample #3 @ 5'6" to 7' 12-13-1 3 18"
14' Coarse to Fine brown Sand, trace
Fine Gravel
Sample #4 @ 9' to 10' 6" 3-4-4 18"
20' Medium to Fine brown Sand
Sample #5 @ 14' to 15'6" 6- 7- 7 18"
Sample #6 @ 18'6" to 20' 8-8-8 18"
r
n
Groul'l
Surfe,
3"
2'
4'
9'
14'
.
.
SLACKE TEST BORING, INC.
,9~Y~ y;c .9~V1" 6~
4 MAIN STREET. PO. BOX 64, KINGS PARK. L.I.. NEW YORK 11754 . (516) 544-0404
I Mrs.1 Sally Ann Slack.. Pr.,:denl
Boring No.
Job location
Datum
*
2945- 84
Date: February 22, 1984
3
Job No
Brewer Yacht Yard at Greenport, Beach Road & Manhasset Avenue, Greenport, N,
4.5
3' 8"
below Ground Su'face
rnhablp Tirl;,1
Ground Surface Elevation
D('T~~-~- -
~-~_-:~~ __J_
Ground
Surl'.c~
2'6"
2'611
4'
4'
5'6"
5'6"
9'
9'
14'
14'
20'
Water level IS
JO:OJl A,M. -
CLASSIFICATION Of SOil
3D" 110......
S."'pl.
Spoon
'....tr.tion
.f Spoon
I.. Ifllth.,
CASING BLOWS
PROBABLE FILL - Medium to Fine
brown Sand, some Gravel, some Silt
Dark gray Organic Silt
Sample #1 @ 2'6" to 4'
2- 2- 3
18"
Brown & gray Silt
Sample #2 @ 4' to 5'6"
4- 4- 5
18"
Brown Silt, some Gravel, some Medium
to Fine brown Sand
Sample #3 @ 5'6" to 7'
7- 8- 8
18"
Coarse to Fine brown Sand, trace
Fine Gravel
Sample #4 @ 9' to 10'6"
7-7- 8
18"
Coarse to Fine brown Sand, some
Fine Gravel
Sample #5 @ 14' to 15'6"
Sample #6 @ 18'6" to 20'
13-11-13
18"
9-11-13
18"
.
*boring was relocatec
as indicated on print
DRILLED IN CASING
USED (HSA)
WATER SAMPLES
Sample #1 - 10' casin
in ground
Sample #2 - 18'6"
casing in ground
.
.
SLACKE TEST BORING, INC.
Y~Y~W"Y~6~
4 MAIN STREET, P.O. BOX 64, KINGS PARK, L.I., NEW YORK 11754. (516) 544-0404
I Mrs.l Selly Ann Slecke, President
*
Boring No.
4
Job No
2945-84
Date: February 21, 1984
Brewer Yacht Yard at Greenport, Beach Road & Manhasset Avenue, Greenport, N..
Job Location
Datum
Ground Surface Elevation
4.6
4' 8"
Water level is below Ground Surface
2:00 P.M. - probable Tidal
DE"" 30" 110.1 h..."..i."
- J ClASSifICATION Of SOil 5....'.. .f Spoon CASING ILOWS
fr.", T. Spoo" 'n I..che,
Ground *relocated 13 feet
$urf.[e 1'6'; FILL - Coarse to Fine brown Silty west (as indicated
Sand, some Gravel on Print)
"6" 51611 Coarse to Fine brown Sand, some DRILLED IN CASING
Medium to Fine Gravel, trace Silt USED (HSA)
Sample #1 @ 2'6" to 4' 4- 2- 2 18"
Sample #2 @ 4' to 5'6" 2- 2- 2 18" WATER SAMPLE
5'6" 19' Dark gray Organic Silt Sample #1 - 24 feet
of casing in grounc
Sample #3 @ 5'6" to 7' 1-1-1 18" No other sample take
Sample #4 @ 9' to 14' pushed 5 feet with due to Silty soil.
weight 01 rods
Sample #5 @ 14' to 18' pushed 4 feet with
weight 01 rods
19' 30' Coarse to Fine brown Sand, trace
Fine Gravel
Sample #6 @ 19' to 20'6" 11-12-16 18"
Sample #7 @ 24' to 25'6" 8-10-11 18"
Sample #8 @ 28'6" to 30' 9-9-10 18"
H~.::!"'_~____.
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, Al.L ""LU _LL... "1"ID....fl1 "'UAL ~..
.
DAVID CAl~lll '.C.
COlISUlTlIlCOlllGllIlU
7U..UII.OAnIlIlE
IlAMAltOIIlCl, 1I(1l fon 100000J
DUUN: "[AN su LUll lNCVDI
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BULKHEAD
DESIGN
,aorouo lIC~VdlOOO. 'UUIlUllI"C
Jol...U.ll~~~.!.LI.HJl.lJol.. "'~LI
.ll.O~"...V~"'I',... 01 ,~u~,.."
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DANiEl 8. HATCHEl AND IlSSOCIATES. IHC.
S~~ HO~ .o~o
JlM'tAaO'Hel. "fll rOH IOSO
19'" 69&-'.>b7~
''OJ 19.'\16.4
.
.
CAVID C:A"'SEN. P.C:.
c:.ofuultin5 E n5inu'C
., 13 MUNRO AVENUE
hlI"'''''''RCNECI(. N. Y. 1C5"3
"4 . QW&.... .-0138
DESIGN CRITERIA
The bulkhead for this ~roject was designed on subsoil
infor~ation taken from Borings Bl thru B4 Incl, taken by Slacke
Test Boring Inc. Because of the extremely wet and poor surface
condi tions, no borings ',':ere taken along the west edge of the
proposed bulkhead. However, a sounding was made to determine the
depth of the soft material. The underlayment below this level
was arrived at by interpolation from known subsoil data.
It should be noted that ~ortions of the existing bulkhead
at the southeast and southwest extremities are not to be replaced.
Should it be desired to increase the water depth at these areas,
the bulkhead should be carefully checked and any changes that
involve an increase of water depth of more than two feet will
probably req~re additional strengthening.
.
.
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.OUNTY OF SUFFOLK
.
.
PETER F. COHALAN
SUFFOLK COUNT.,.. EXECUTIVE
DEPARTMENT OF HEALTH SERVICES
DAVID HARRIS. M.D.. M.P.H.
COMMISSIONER
March 12, 1984
Mr. Daniel S. Natchez
Daniel S. Natchez and Associates, Inc.
Suite 110
555 AIda Road
Mamaroneck, New York 10543
Dear Mr. Natchez:
Dr. David Harris, Commissioner of the Department of Health Services, has asked
me to reply to your letter of January 24, 1984. I apologize for the delay in
answering your letter. However, there were certain aspects of the proposal
that had to be checked and verified.
A field inspection of the site by members of the staff, plus a review of site
data by the department's hydrogeologist, indicate that, with certain precautions,
the effect on the freshwater-saltwater interface will be minimal.
The use of proper sheet piling or bulkheading, as proposed, should mlnlmlze
the impact to the freshwater supply in the area. Since the peninsula where
the project is located is not really a source of the village water supply, we
have no objections to the proposal as outlined in your letter.
Very truly yours,
/~??~ C\ uft
Robert A. Villa, P.E.
Chief Engineer
Division of Environmental Health
RAV/lst
cc David Harris, M.D., M.P.H.
22S ""'."O DIltIVE EAST
HAU~PAUGE. N.Y. 1 178.
(!I1813....Z817
.
',~/-
, 11~
.
.
HOLZMACHER, MClENDON and MURRELl, P.C . CONSUL liNG ENGINEERS, ENVIRONMENTAL SCIENTISTS ano PlANNERS
125 BAVllS ROAO, SUITE 1<10, MELVilLE, N.V. 117~7' 516.752.9060
January 31, 1984
Mayor George Hubbard
Inc. Village of Greenport
236 Third Street
Greenport, New York 11944
Re: Inc. Village of Greenport
Proposed Marina
Brewer Yacht Yard
GRPT 84-50
Dear Mdyor Hubbard:
In accordance with your request, we have reviewed the
proposed Brewer Yacht Yard Marina as shown on Young , Young
Drawing No. 83-549 (December 1982).
An excavation for a marina such as that proposed by
Brewer Yacht Yard can have a substantial impact on the fresh
groundwater in an area. It removes fresh water from storage
which lies in the ground within the area of the excavation.
More importantly, it increases the area from which fresh water
can flow into salt water, causing a continuous drain on the
fresh water in the area. This permanently reduces the thick-
ness of the fresh water layer in the vicinity of the excavation,
making effective use of this resource difficult.
Since the proposed excavation is on a peninsula and for
most purposes can be considered to be hydraulically isolated
from the Greenport Water Supply's existing wells, the develop-
ment of the marina does not threaten these wells or any that
might be conceived in the future. As a matter of good planning,
it is always desirable to maintain and protect whatever fresh
water resource that is available. To reduce the fresh water
underflow caused by the excavation, we recommend that the
Village require that tight sheathing be used as bulkheading
material. This should be used around the perimeter of the
basin and, if properly installed, should maintain the fresh
water layer very close to its existing condition. Depending on
/'14t#rt. J4. U O/J,4.fl.{)
- .ALl. rlZvsre~>
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Mel...lle. N..... yortl . '.rml"g".'e. H.. Yor" . ",..mead He. YOlk
.
.
Mayor George Hubbard
Inc. Village of Greenport
-2-
January 31, 1984
existing soil/water interface permeability, the sheathing may
even increase slightly the water elevation in the immediate
vicinity.
We return your folder with the letter and plan. Please
send us a copy of the plan when beyond "preliminary" stage.
If you need.us further in this matter, please advise.
Very truly yours,
SCM/' .
,J J ~
Enclosure
& HURRELL, P.C.
cc: James I. Honsell
Supt. of Utilities
.
. .
ST. AGNES R. C. CHURCH
,
.
FRONT STREET
GREENPORT, NEW YORK 11944
(5161 477-0048
June 15, 1984
Mr. Ed Vianney, Manager
BREWER YACHT YARD AT GREENPORT, INC.
Manhanset Ave. & Beach Rd.,
Greenport, NY 11944
RE: Proposed Redevelopment of Marina and
Relocation of Excavated and Dredged Materials
Dear Mr. Vianney:
On behalf of St. Agnes Church, we are confirming the Church's
desire and need for approximately 63,000 cu. yds. of fill mat-
erial from your property which will be used to help improve the
two cemetery properties located along Manhanset Avenue. Our
proposes, including; enhancing the overall scenic ~uality of
both our waterfront and upland areas, insuring adequate space
for future cemetery needs, and increasing public access to the
waterfront for recreational purposes.
For quite some time now, St. Agnes has been looking for a large
quantity of fill to be used for increasing the elevations of
several low spots on both properties. As you know, the Church
property located on the south side of Manhanset Avenue and ad-
jacent to your marina, is currently being used as a cemetery.
There is however, a substantial portion of this site that cannot
be used as a cemetery, unless and until the area is built up to
an elevation that is at least equal to the remainder of the
cemetery.
On the other hand, the Church property located on the north side
of Manhanset Avenue is not yet being used as a cemetery. This
site however, has been reserved for use as a future cemetery.
Unfortunately, this property has been illegally used by others
as a dump site, which we have been unable to prevent. St. Agnes
would like to upgrade and improve this area by cleaning up the
refuse and increasing the overall elevation of the site. The
site would then be landscaped with "rolling hills" and the nat-
ural pond and marsh areas would be enhanced as major focal
points. To preserve as much open space as possible, St. Agnes
would like to develop mausoleum structures on this property
rather than using the standard cemetery plots which require a
much larger amount of space.
We have specifically reviewed the proposed projects at BREWER
YACHT YARD, including the proposed Site Plan and Topographic
Maps for both of the Church Site5
.
. .
ST. AGNES R. C. CHURCH
1
.
FRONT STREET
GREENPORT, NEW YORK 11944
(516) 477-0048
and for the relocation of the fill. We feel these maps accur-
ately depict the Church's future plans for these areas. In
addition, we have reviewed the plans for the excavation of the
boat basin adjacent to St. Agnes Cemetery, and have no objections
with the propoesed 55' setback from our property which will be
used for an access drive and one row of 900 parking. In fact,
we believe that your proposed development will be a positive
addition to the area and we strongly support it.
We fully endorse the proposed plan of BREWER YACHT YARD and by
this letter, formally request the use of the excavated and
dredged materials.
Reverend Rocco Gallitelli
~. ~- ~f~nL'
..
,
.
.
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,
I
TFLFPHO'1
IS16' 76S-189,
BOARD OF TOW:\ TRlSTEE~
TOWN OF SOUTHOLD
Town Hall. 53095 Main Roau
P.O. Box 7:8
SouthoJd_ New York 11971
December 20, 1983
Mr. Daniel S. Natchez and Associates
Suite 1100
555 Alda Road
Mamaroneck, New York 10543
Dear Mr. Natchez:
At our monthly meeting the Southold Board of Trustees
again reviewed your proposal and look forward to seeing your
finalized plan, in the near future.
We are glad you are open to comments and recommendations
from this board. We hope you will incorporate the suggested
pump out facilities we spoke about at our first meeting.
This will be a major asset to the area and will go a long way
in correcting some of the problems caused by heavy boating in
Sterling Creek.
Looking forward to hearing from you in the near future.
Very truly yours,
Board of Town Trustees
Hzd ~~~-aj;.~~-~, -f
Paul Stoutenburgh
President
PS:ip
cc: Planning Board/
Building Dept./
Town Board /
Trustee!! .r
.