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Town Hall, 53095 Main Road
P.O. Box 1179
Southold, New York 11971
TELEPHONE
(516) 765.1939
FAX NO.
(516) 765.1823
.
JAMES A. SCHONDEBARE
TOWN A TIORNEY
OFFICE OF THE TOWN ATTORNEY
TOWN OF SOUTHOLD
October 26. 1989
Daniel S. Natchez and Associates. Inc.
Suite 1100
55 Aida Road
Mamaroneck. NY 10543
OCT 2 6 ISS9
Re: Brewer's Yacht Yard at Greenport. Inc.
Dear Sir:
I have again conferred this matter with Valerie Scopaz and Victor
Lessard and discussed your recent letter of October 17. 1989.
So that there is no misunderstanding you do not have approval for any
other site plan other than what you submitted in November 1984. This
means there is no approvals for the revised site plan of July 18. 1986 and
September 16. 1986,
A simple review of your file in the Planning Board clearly shows that
such revisions were not stamped as approved.
Very truly yours.
I
James . Schondebare
Attorney
JAS:mls
cc: Planning Board
Building Department
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JAMES A. SCHOlllDEBARE
TOWN A. TTORSH
OFFICE OF THE TOWN ATTORNEY
TOWN OF SOUTHOLD
September 22, 1989
Town Hall, 53095 Main Road
P.O. Box 1179
Southold, New York 11971
TELEPHONE
(516) 765-1939
FAX NO.
(516) 765-1823
ROBERT H. BER1I/TSSOlll
ASSIST AST TOWN A lTORS!::Y
Daniel S. Natchez and Associates, Inc.
Suite 1100
555 Aida Road
Mamaroneck, New York 10543
Re: Brewer's Yacht Yard at Greenport, Inc.
Dear Mr. Natchez:
I am in receipt of your letter dated July 31, 1989, and met with Vic
Lessard of the Building Department and Valerie Scopaz of the Planning
Board.
It appears that everyone is in agreement that your 1984 site plan for
dredging was approved by the Planning Board and certified by the Building
Department in 1986. However, the certification specifically noted that
the buildings located on the site plan were not certified since approval
of the Board of Appeals (ZBA) was needed. To date such necessary approval
has not been obtained.
I trust this answers your questions.
Very truly yours,
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0ames A. Scho~debare.
Town Attorney
JAS:mls
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DANIEL S. NA TCHEZ and A6.:;OCIA TES, Inc.
flax 710. (914) 698-7321
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AUG ! I 1989
Suite 11 00
555 Aida Road
Mamaroneck. New York 10543-4002
(914) 698-5678
July 31, 1989
Office of the President
Mr. James Schondebare
Town Attorney
Town of Southold
53095 Main Road (P.O. Box 728)
Southold, New York 11971
Re: Brewer's Yacht Yard at Greenoort. Inc.
Dear Mr. Schondebare:
On behalf of our client, BREWER'S YACHT YARD AT GREENPORT, Inc., we are
writing this letter in response to Mr. Orlowski's letter of 7/3/89 (to the
undersigned) and to request a meeting with you - as a Town Attorney,
Bennett Orlowski - Chairman of the Planning Board, Valerie Scopaz -
Director of Planning, and Victor Lasar - Building Inspector, regarding
the 1984 SITE-PLAN (Revised through July and September 1986) for BREWER'S
YACHT YARD at GREENPORT, Inc.
The facts are as follows:
On 12/17/84 the Planning Board approved a SITE-PLAN (Revised through
11/21/84) for BREWER'S YACHT YARD at GREENPORT, Inc.
A formal submission dated 8/28/86 was made to the Planning Board for
SITE-PLAN APPROVAL Amending the 11/21/84 SITE-PLAN. The 11/21/84
SITE-PLAN, as revised through 7/18/86, was submitted to the Planning
Board as part of the 8/28/86 submission, and DSN&A, on behalf of
BREWER'S YACHT YARD at GREENPORT, Inc., formally requested SITE-PLAN
Approval. The Planning Board held a formal hearing, and on 9/15/86
gave preliminary SITE-PLAN approval and passed the attached resolution
requesting Building Department Certification.
Copies of the SITE-PLAN, signed and sealed by David Carsen, P.E., were
then forwarded to the Building Department on 9/16/86, and DSN&A
communicated to the Planning Board on 9/16/86, again requesting
SITE-PLAN approval and answering, in writing, questions and answers
discussed on 9/15/86, including a revision showing the additional
lined parking spaces (in excess of what was required by the zoning
code) desired by the Planning Board to be shown in an area that had
been previously labeled as "Boat Storage and General Parking".
"
.
.
BREWER'S AT GREENPORT-SCHONDEBARE-7j31j89
At the 9/15/86 meeting, DSN&A and BREWER specifically requested the
Planning Board's SITE-PLAN approval.
On 11/26/86 the Building Inspector certified the SITE-PLAN.
For some reason the Planning Board appears to have failed to act
within the 90 days as required in the 1982 Zoning Law to provide final
SITE-PLAN approval. The Planning Board neither formally denied the
SITE-PLAN, granted final SITE-PLAN approval, nor communicated to
BREWER or its agent any problems or further questions regarding the
request for SITE-PLAN approval.
Therefore, in accordance with the Town of Southold's laws, BREWER believes
that BREWER'S YACHT YARD at GREENPORT, Inc. has received final SITE-PLAN
approval on the SITE-PLAN dated 11/21/84 and Revised 7/18/86 and 9/16/89.
BREWER and DSN&A have had further discussions with Victor Lasar, the
Building Inspector for the Town of Southold, who informs us that the
SITE-PLAN Revised 7/18/86 and 9/16/89 also appears to be consistent with
the 1989 Zoning Laws that have recently taken affect in the Town of
Southold.
BREWER and DSN&A believe a meeting as suggested above, will go a long way
to resolving the apparent confusion with respect to the present situation.
We will call your office within the next few days to follow up on this
letter and to try to find a mutually convenient time to have a meeting
scheduled.
With warm regards...
DSN/jat
Enclosure
cc: B. Orlowski, Chairman of the Planning Board/Town
V. Scopaz, Director of Planning/Town of Southold
V. Lasar, Building Inspector/Town of Southold
M. Acebo, BREWER'S YACHT YARD AT GREENPORT
J. Johnson
J. Brewer
J. Acampora, Esq.
Sincerely.
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DANIEL/iS. W'ilCH/ELrt;,a&J:nd ~~SO:~TES, Inc.
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,1lYc1niel S. Natchez ~
President ~
of Southold
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Southold. N.Y. 11971
(516) 765-1938
September 16, 1986
Mr. Daniel S. Natchez
Daniel S. Natchez and Associates
Suite 1100
555 AIda Road
Mamaroneck, NY 10543
?e: Brewer Yacht Yard
Site Plan amendment
Dear Mr. Natchez:
Please let this confirm the following action taken by
the Southold Town Planning Board, Monday, September 15, 1986.
"
RESOLVED that the Southold Town Planning Board refer
th~'site plan amendment of Brewer Yacht Yard, located at
Greenport, for proposed excavation, relocation of a travelift
well, bUlkheading, maintenance-dredging, and reconfiguration
of floating pier assembly to the Building Department for
certification. Siteplandated as revised July 18, 1986, including
survey dated as revised December 27, 1983,bulkhead design
dated as revised July 18, 1986, as well as, proposed excavation
and off-site disposal areas and proposed topography of relocation
sites dated as revised July 29, 1986.
~.
Would you please forward three sets of the above maps
for our referral to the Building Department.
Also, enclosed is Brewer Yacht Yard's check no. 4986
for $25 which we are returning. The correct application
is $100 and we ask that a check for that amount be forwarded
at your earliest convenience.
If you have any questions, please don't hesitate to contact
Our office.
Very truly yours,
~ Or-~r.:J-i..J g.,.~
BENNETT ORLOWSKI, JR., CHAIRMAN
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Town Hall. 53095 Main Road
P.O. Box 1179
Southold. New York 11971
.~
TELEPHONE
(516) 765-1938
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
July 3, 1989
Daniel S. Natchez, President
Daniel S. Natchez and Associates, Inc.
Suite 1100
555 AIda Road
Mamaroneck, New York 10543-4002
Dear Mr. Natchez,
As a result of your meeting with the Town Planner on
Thursday, June 22, 1989, the Planning Board reviewed the
situation. The Board finds the following:
The only valid site plan in the Planning Board files is the
1984 site plan. The 1986 plan did not receive the Planning
Board's approval.
The Planning Board has reviewed your verbal request, in
effect, for retroactive site plan approval to September of
1986. The Board finds that it is unable to grant that request.
In order to proceed with the landward portion of this
project, an amended site plan application for the proposed use
of the upland should be submitted to the Planning Board. A site
plan application is enclosed for your convenience.
Very Truly Yours,
/.? ,t7fl2U-/
Z'~e{-rvor~owski, Jr. /<..
Chairman
cc: Victor Lessard, Building Department
Frank A. Kujawski, President, Trustees
Gerard Goehringer, Chairman, Zoning Board of Appeals
James A. Schondebare, Town Attorney
John D. Brewer, Applicant
Michael Acebo, Manager, Brewer Yacht Yard
.
.
Southold Town Board of Appeals
MAIN ROAD - STATE ROAD 25
SOUTHOLD, L.I.. N.Y. 11971
TELEPHONE (5161 765-1809
APPEALS BOARD
MEMBERS
GERARD p, GOEHRINGER, CHAIRMAN
CHARLES GRIGONIS. JR,
SERGE DOYEN, JR,
RBB[RT J. B81::1SLASS
JOSEPH H, SAWICKI
TO: Planning Office
FROM: Z.B.A.
DATE: September 27, 1988
SUBJECT: Your Files - Brewer Yacht Club
1000-43-3-2 Site Plan 139, 60 and Current File (1988)
Returned
order to
office.
are the above files
submit our comments
Thank you.
which were borrowed yesterday in
previously requested by your
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MEMORANDUM ,,/'~' VJ?7A-.v.v~-<f.-,. v./~0 />--><-"-<:,y W_ ~<<-S~~.<-C,
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To: Victor Lessard, Building Department ,~
Gerard Goehringer, Chairman, Zoning Board of Appeals v-c).
Bennett Orlowski, Chairman, Planning Board '/ _,:( 3-a?'
Frank A. Kujawski, President, Board of Trustees
From: Valerie Scopaz, Town Planner
RE: Brewer Yacht Yard
SCTM #1000-43-3-2
Date: May 31, 1988
According to the site plan files for the above named
business, there is no approved site plan on record after the 1984
plan. A 1986 plan was certified in 1986. However, it was not
approved by the Planning Board because variances were required
(and possibly a Special Exception) from the Zoning Board.
The owner of the yacht yard was reminded of this situation
in April. It is evident from his response that he feels he has a
valid site plan approval, although I am not sure which approval he
thinks he has.
,
;I
I would appreciate input from each of you with regard to
this matter before I respond to Mr. Natchy's letter.
The information I wish to verify is this:
1. It appears that the only valid site plan is the one
signed by the Chairman on October 22, 1984.
2. The 1986 plan does not appear to have been endorsed.
3. The Trustees granted approval to dredge the site in 1986
or '87.
4. No variances or other approvals were given to expand the
Marina by the ZBA.
Your assistance in clearing up the seeming confusion would
be greatly appreciated.
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cc: James A. Schondebare
.
.
Southold Town Board of Appeals
ff ~ ~4P02W ~ rn UTHOLD, L.I., N.Y. 11971
TELEPHONE (5161765-1809
SEP 27 ~
APPEALS BOARD
MEMBERS
GERARD P_ GOEHRINGER, CHAIRMAN
CHARLES GRIGONIS, JR.
SERGE DOYEN, JR.
ReBCRT J. e8l::JSLASS
JOSEPH H. SAWICKI
SOUTHOLD TOWN
PlAHNI BOARD
INTERDEPARTMENTAL MEMORANDUM
FROM:
Ms. Valerie Scopaz, Town Planner
Southold Town Planning Board Chairman and Members
Board of Appeals ~
September 26, 1988
TO:
DATE:
SUBJECT: Brewer Yacht Club
Property ID 1000-43-3-2
Planning Office Comments 5/31/88
We have reviewed your Office's comments dated May 31, 1988 in
reference to the above premises.
It is our Department's policy to require the applicant or the
Planning Board to refer a completed site plan in accordance with
Article XIII of the Zoning Code to the Building Inspector for his
preliminary comments andlor "certification" under zoning.
I~ reviewing the Site Plan Map revised September 16, 1986, it is
apparent that the expansion of the docks are not within the
Town's boundaries and accordingly this Board would not have
jurisdiction under zoning.
With reference to the remaining project, it is noted that the
Building Inspector has certified this plan as of November 26,
1986, with the exception of variances for proposed buildings.
We do, however, suggest that the matter be given a referral to
the Building Inspector for an "updated certification", or his
reason for not certifying same (in writing), with copies to our
office and the other departments involved. (As you know, the
Zoning Code has had several changes since the 1986 certification,
which mayor may not be affected.)
We understand our jurisdiction to be appellate (for new accessory
buildings) .
cc: James A. Schondebare, Town Attorney
Mr. Victor Lessard - Building Department
Office of the Town Trustees (FYI)
lk
.
.
MEMORANDUM
To: Victor Lessard, Building Department
Gerard Goehringer, Chairman, Zoning Board of Appeals
Bennett Orlowski, Chairman, Planning Board
Frank A. Kujawski, President, Board of Trustees
From: Valerie Scopaz, Town Planner
RE: Brewer Yacht Yard
SCTM #1000-43-3-2
Date: May 31, 1988
According to the site plan files for the above named
business, there is no approved site plan on record after the 1984
plan. A 1986 plan was certified in 1986. However, it was not
approved by the Planning Board because variances were required
(and possibly a Special Exception) from the Zoning Board.
The owner of the yacht yard was reminded of this situation
in April. It is evident from his response that he feels he has a
valid site plan approval, although I am not sure which approval he
thinks he has.
I would appreciate input from each of you with regard to
this matter before I respond to Mr. Natchy's letter.
The information I wish to verify is this:
1. It appears that the only valid site plan is the one
signed by the Chairman on October 22, 1984.
2. The 1986 plan does not appear to have been endorsed.
3. The Trustees granted approval to dredge the site in 1986
or '87.
4. No variances or other approvals were given to expand the
Marina by the ZBA.
Your assistance in clearing up the seeming confusion would
be greatly appreciated.
?~~
cc: James A. Schondebare
.
Southold, N.Y. 11971
(516) 765-1938
April 4, 1988
Daniel S. Natchez
Daniel S. Natchez and Associates
Suite 1100
555 AIda Road
Mamoroneck, NY 10543
Re: Proposed amendments to
Brewer Yacht Yard Site Plan
SCTM # 1000-43-3-2
Dear Mr. Natchez:
The Planning Board has been advised by your representative,
Phillip J. Goebaud, that you wish to proceed with your proposed
amendmen~. The Planning Board is unable to proceed with your
application because the necessary variances from the Zoning Board
of Appeals have not been obtained. .
Due to the length of time (1 1/2 years) that have elapsed
since the site plan was last reviewed, it is suggested that you
arrange a meeting with the Town Planner to discuss how you intend
to proceed at this point in time.
Very truly yours,
b~Cf~J..
BENNETT ORLOWSKI,JR.
CHAIRMAN ,j,---
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.
DANIEL S. NATCHEZ and ASSOCIA TES. Inc.
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Office of the President
Suite 11 00
555 AIda Road
Mamaroneck, New York 10543.4002
(914) 698.5678
Mr. Ilennett OrlowskI, Jr., Chairman
PLANNING BOARD
Town of Southold
Southold, New Vork 11971
Ap r I I 7, 1988
RE: Proposed Amendments to
Brewer Vacht Vard Site Plan
SeTM ItOOO-43-3-2
Dear Mr. Orlowski:
On behalf of our clIent Brewer's Vacht Vard at Greenport, Inc., this
letter wi I I respond to your 04/04/88 letter indicating that there has
been a request for a Site Plan change by Phillip J. Goebaud on behalf
of our mutual cl ient.
Af ter
formal
seek a
discussion with our client, we are advising you that there is NO
request or desire for Brewer's Vacht Vard at Greenport, Inc. to
change in the approved Site Plan at this time.
If you have any
either Mike Acebo,
or the underSigned.
further questions, please do not hesitate to contact
Manager of Brewer's Vacht Vard, directly at 477-9594
With warm regards...
DSN/I jm
cc: Brewer's Vacht Vard at Greenport, Inc.
Daniel
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. ~.:. ?e;i,](':,:, work in f>r ~'l~f.:cti:Jg :Juvic~t!.i! wLtors of :he Ur:.i\..(>G S~e.t~s, upon tj,~ recommendat" incers -.
"':>
~,u-:n:dil.do S:Jctio!:;. 10 of ..he }livers a~d 1:3;'hor5 Act of 1~.e.rch ~,1899 \.::3 U.S.C. 403); , _" ',:7;:~ ~t- _ I'''' ''1~~.:. ~ 'r :':t(A~:_
;i'D:s':h.:rgc dredged 0; fi!: mr.te:'lOl iob waters of the Unjted States upon the Issuance of 8 permit from thc Secretar)' ohhe.~'.:: .~,~',,:-- ,'i;,;/'!::\':-' ~.:
A;-,n:r act;ilg through the Chic! c-f Z"gir.eerl> PUts;';'ll.::1t t~ Section 404 of the Clean Water Act{33 U.S.C, 1344);':'-:'. 'J~.;'~\ ,'. . _:-~;~::~~~''';::',':'',.;,:~Ati;.,: r
~ ) Tn.nzpor: dredg~d n:~terial for. tn,e p~r?ose .of d~mping it into ocean w.aters upon th'e' 'i~~~ad~~ '~r~~~1i~I't't~~~~{h:~~;~;:~j~~;:\;:~:t
~~:;-.e~:C.~~:"c1 ttl~ A~r~:~~;a.~:;:~l, .t.ilrv,~!::.',~~c ~;.~_~~)~! Er.;;mccra purtluant to SectIOr. 103 of the Manne ProtectIOn, Research and i: ~ .r.. /;if t
,.H\lh.vU....~" Ac~ of ~',J J ~ I,_V ,--,tel. ]("-"_' r. ,~, ~".''),.'''')'''. . '., ; :-_: .: . ~~.\"
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tel '~I.,--13."(CC ','.~-d u~'c-"-aJe LJ:l (:X-~ ~1"inCI 1Oi4r::na. by a:n:cavat-i."c, a 2. 7 aci~e u.:.atlA.hed, :>"':-~"~.:'::;.?:: -- ,,--,~:':;.r~:~'~
~.z5:..;,~"";;th~ J: 2Z fc~t"b7 60 i:cc; ~ra~01~t: ~cl.i ~o ~ dePth of 8'feei.l)~' ~~~~rl::~:'.':~:'L':\:;:~~:n
.; 'F~ "'-Ii ~..t,'~' -~ns...-u...t ,"'''-'''=r bu1l.i)'.-::.:.11~f'p -tu tb~ .naw basin and toal1f tiiUJ1t.nane~~.':-~1'1;i~-('~<;;I.~~t .'1-
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L~.... "'0"'. ~vl.~':".l...Uo "".Ci...w..-....w ok..\oo....t _....o,;t.:.......~_ ................y~ - \,i ~,.. .~ .ra.a.~,-u~......../;i...,..J..:-4 ''It .
""t C:: :;,;;,",=t:ucut of the h....-;,:y jurisdiction; p~ce new !1ol'>tint,l~\fl~e*.:'~;:t2~~!:~i~I' 1
to p:ro",;.cc a?;l~c,,:l.n"t.;:;'y 180 ho,,':: alips a!ld mai::lt~in_& It''''~,~Da:!~~to,ti,~7~;\''''iI~,~,(,;~-n; 1
feet ~~t tij,{I. 6C,u.t:1ec~t ?:i:'ope4:ty line. <':' ,^: 1;.");._f.l;':'J.:t';J'~.l.,~~~'1.~.~~.,:..\'
"1. ,l'v,'''' ~~'"''t. .'... '.'r';'--~
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, ...t... '{, <J;' "Ii ':"'.,~flj.'~::"
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, '.:', '"..,~,~;,!~. ~,>~\~;.,:.<,\~",..::t~'~;h\~t~"
,>iarJ'"SGet Avenue cud lleach Road, Gretm?ort. Sufto:Lk cWnt1~~~.,~jJJ:'k;i
, ; ...... t ~:..;.-I"'f,;..,A'+:"'(i41:'rj-~~~.,::,,".~~~l~ti~.'-"'.'~f..t;.
. ~ ";" ',_." ..,,"f4...., ,..:'.,~~~"~~#~
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". '.' ':_ ",_",,-,:.~:,~;;;~~~:---~~~;t~~-~~ ~;1~'1~~i~~
i'U a;;:cc:i."d~nc~ with the ;llafi~ ar:.e.; ,:i;'iwings att.c.ched herE:~O which llre incorporat'ed iii,~iidtn.Aa8"'f,}1:t81' .
i,.gs, J;i~cfi~nilmberorGth.€r'ae/il/.itddenti/iclJtio,..marks.) "-.~ -~_, _-_'::":'(-~~P\;,
. . (~b~'_~~:"r "'1;!"~
(Brawer Yseht. Yard: &~:,a~...~~'
LlOll:.l,ead. floatitl8'ptBii'"-
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8~b;,~;t~.ili~;;:l~~i:~ ~~~,ditiO:::,: ;'::', ." ,', '>~:.\;>;'~i~~f~
I.. GenercICondltions: ....,. \~, ~. '.':~;' . '''"-!':';:~;~,;.:~~M''',;
. ....<....- ~-~-:,-"....:, ".""'-- - _::_-"--',-~--'_:'<::
. ',.,'.,' ';';:::~,:'>i"'Th~t~ah'~cti""itie;identifi;d~a~d ~~th~~i2:~d herein sbali b~~~ri~l~~~r~lth:&i~
, \.thitt. any activitiea not specificany identified and e.uthorized herein shalt con'ilti'tutt 1vl01& ~
, ~i8.pennil_which mftY result in the modification, suspension or revocation_of, thi.pertiiiE~l~
spccltkallyin General Conditions j or k hereto, end in the instttut!OD_ of such legatproh6edtl
ment may consider appropriate, wh(;l~ler or not this permit hns been previc)usly modifle((1,"1
parw.'" .':':v.o~' .. - . , "'7:;,,~;,~,:,~;-j_:l:'.{~~~~~~~~~~c,
ENG FO~M 1721 J Sep 82 EDiTION OF1 JUL 77lS0B~OLETE,'.,,:', :::D,_,,,:..,,,i~
. - -~ . .ft:\:~~~~-:,~~~-:,: __,_
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at
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d=edge.
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~ Tbu &bent olWl be DO _b. In'corf'':''''' with naviplloD b)' ~ t.w- or .... of lbe Md-ri&y 0IdIIa0Ia0d
-
t. Tbu lbla poomit IDa)' Dot be InDoflmld 10 . thin! party _DI prior ..- Dotlalo IIoe DIaIrIc& R~"" . aIIIIor..,
IIoe 1nDo'-'o ..- _110 compl)' w11h aU Iarmo ODd CODdlliona of lbla poomit or .., IIoe InDafwrM 11IIIoalllIIIi"
lbla poomit ill Ibo __ proYidecI below ODd Iharob)' ..-mc 10 _pl)' with aU _ ODd -~...-. of lbla -'*' fa....
IioD, If IIoe pormiUM lnDofaro Ibo iD_ ."lhoriJacl baraiD b)' eo~..,...... of rN1ty,1Ioe cIaad aIWl ro'--lbla __....
lbe Iarmo ODd eondIliona opecifiacI baraiD ODd lbla pormll olWl bo recorcIad 010... with IIoe cIaad with IIoe .... of Ileada .
_ .ppropriale offldal.
, 11. Tbu If IIoe pormiUM dllriDl ~1i0D 01 Iho work .uIhoriJacl ....... . _ . pn'IIoaaIJ -.............. ...
.......... or oIher culI11ral __ _Iho aroa I11bjocllo ~I ollbo Ana)' jar'-"'~-1ha1lllP& be aIIpWa"
lilllDCiIl IIoeNIIIIonaJ ~ olHiaIon. p_, bo olWl .--........')' Dotlfylho dIaIrict....,
II. ......CaI..~(ll....rllG .Lt~I........~co.~."...,......._~L i...4bdll"""
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of eM ,--...~ of .., uJo #0.
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L 'I'Ild_ __daaa __IM.......r.. - _ &ll)'alIliDcor propoaad Fadonl JIIOloc&ad _1M ~ -
oIaaIl_ be __... -P""~ for __or iIlJar7"'IM _ or work n&Iaarbod.......bIcb _ be ea.... b)'
...-Il_ ~orf1Ran 0.... '10-. nn' ~ ~- b)'IM Ullitod_ ill 1M pobllc iIl_
b. 'I'Ild ao_lIlolaallbe..... b)'IM pormlu-... _t die l11li ad _ _ b)'IM pobllc of oIlaavlpblo --...
~"'IM_~lllItbarIaodb)'_~
Co 'I'Ild If 1M dI.opIa)' of Uclatll ad olpala 00 a)' _ or work aa&horlood bonia Ia - otbonrIao provlclod lor b)' ....
neb UcIa&II ad olpala U IU)' be ~bed b)' 1M UIlitod _ c- Gaud oIaaIlbe _"..1 ad maiIllailloclb)' ad. 1M
_oIIM,. -
II. 'I'Ild 1M --.._ _Ill ola _ of __ of_ ponIIilor _Ita oqn.- bel.- _pIo&ioa of 1M
aadlOrioocI_orwork. aboll, __"'IM UIlitod _ ad ill...... _ ud __ U 1M Secnlar)'ofIM
Antq or bIa lllItbarIaod lap., tad". IU)' dInd, ....... die waI8IWe)' '" I&a '- _1Il",-, If 1M pormlu-loIla ... --
ply w1dllM .u.-.... of 1M Secnlar)' 01 1M ArIA)' or bIa ,,__1"'" '" .......IM Secnlar)' .. bIa ...-- .-
IM.-.a)''''Ita ror--.IItloo. b)'_..o&benr\ae,ud_dle_lMNol_lM~
L __ for SmaIl_ 'I'Ild pormlu- """"" /P"- die pouIbIIi&)'_IM - JIIDII*d -_ be
nbjec&...__b)'..".--~....... "..iuaaDaof_penlIildaaa_.....IM.... -_teJdDcoll
_ e&IIpe '" _1M baIapi&)' of 1M -.. permIUod..... ud 1M"" of _ -- dlonto - __ b)'
..". _ ad 1M pormlu- oIaaIl_boId &be UIlitod_1&abIo lor &11)'...... duaap.
'.
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1IAIIlIIIlANCI_
L TI1at.baD 1M work ..dloriaad bonia iIlc111c1oa periocIIc _.1_.- clnd&lal.lt _ be .-"-
for Jean from tile cIate of luQUla! of&h1a ponIIil (...,.... .....1&1....... -
Ii __ _ penlIil
"l;
b. 'I'Ild die penaI_ will adviM die DlHrict EqiDMr ill wri&lJlI. _ two....u before IMI..-da '" ud,ri'h a)'
.__t...___ cIredaiJtc.
IlIIO'_Of_OlI PlU.__INTOWA_0f1lll u_nA1III .' . ..... .' '"
L 'I'Ild 1M ~will be carried oat ill ~ _ die aoeIa udob,ocd- 01 1M BPA.(Je~_""-~-' .P"!'.'
_...Sec:daa404lblol&beC\uaW_ActudpobUabeclill40Cn2l0; . . "'c'. . . :,:..
,\'y<..,
b. 'I'IldIM~will__olnltabloma&ariol__"'de~iIl""d.c,~'T ,~"'..!;&;H~\. .'. .
,_'.,..-;--('..--._...'.-1.0......--:'.;- ...........
Co 'I'Ild 1M lID...-I b)' 1M ~will beproperl)' _.Intolnod", preftIl&.............~;~,:'~~~.......,
- . ........i'I.~f~!t~I;~~;.>i:~~~ii~
TIlia ponIIil oIaaIl "- ..a.aI~ _1M dato 01 1M DIatrIc& ......
~ ._......,.....ud_...-.b'_IM..n..ud'.
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(
.
(
.
ro.
HENRY P. SMITH, President
JOHN M. BREDEMEYER, Vice-Pres.
PHILLIP J. GOUBEAUD
ALBERT KRUPSKI, JR.
ELLEN M. LARSEN
TELEPHONE
(516) 765-1892
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
Town Hall, 53095 Main Road
P.O. Box 728
Southold, New York 11971
October 31, 1986
Mr. Daniel S. Natchez
Daniel S. Natchez and Associates, Inc.
Suite 1100
555 AIda Road
Mamaroneck, New York 10543
Re: Brewer Yacht Yard at Greenport
Dear Mr. Natchez:
Please be advised that the Board of Town Trustees took the_
following action regarding the above captioned matter during their
regular meeting held on October 30, 1986.
WHEREAS, Daniel S. Natchez and Associates, Inc. has applied on behalf
of the Brewer Yacht Yard for a waiver of the Wetland Ordinance to
maintenance dredge 450 cu. yds., to construct a 25' x 45' pool and to
grade fill consisting of approximately 1.82 acres by placing 3,000 cu yds.
of material to be trucked in, and
WHEREAS, the Trustees conducted an on site inspection of the subject
premises located on Sterling Basin: St. Agnes property north of Manhanset Ave.,
GreenportJ and
WHEREAS, this proposal is a modification of a previously approved project by
all regulatory authorities in the Town of Southold, Village of Greenport,
Army Corps of Engineers and New York State D.E.C., and
WHEREAS, this application has been referred to the Southold Town Conservation
Advisory wholhas recommended approval of the project, and
WHEREAS, a letter has been placed in the file from Michael Acebo, Manager
of Brewers Yacht Yard advising that they are aware that the Town owns property
directly east of the boat yard where the Town presently has a launching ramp.
In the event that the Town of Southold desires to put ~p floats to make use of
the water area in front of their property and adjacent to the yard, Brewer will
work with the Town to achieve an approach that would allow the Town of Southold,
as well as Brewer's to utilize the waterfront areas in the vicinity of their
respective upland properties,
NOW, THEREFORE BE IT
RESOLVED that Daniel S. Natchez and Associates, Inc. on behalf of Brewer Yacht
Yard be and hereby is granted a Waiver as requested all in accordance with
I ,
.
(
.
.
(
Brewer Yacht Yard - Determination - Page 2.
the prov~s~ons and stipulations placed on approvals granted previously by
all other agencies and for amendments to same.
If you have any questions regarding this matter, please do not
hesitate to contact this office at the telephone number listed above.
Very truly yours,
~r,A-1 /? 3,~~ h' E;;
Henry/P. Smith, President
Board of Town Trustees
HPS:ip
cc: Robert A. Greene, D.~"C.., Stony Brook
Commissioner Henry G. Williams, D.E.C., Albany
Stephen Mars, Army Corps of Engineers
Thomas Hart, Coastal Management
Conservation Advisory Council
Bldg ;-Uept.
Board of Appeals
Town Clerk's Office
Mr. Michael Acebo, Manager, Brewer Yacht Yard
Town Board
file
.
.
MEMORANDUM
To:
From:
Re:
Date:
Bennett Orlowski, Chairman
Valerie Scopaz, Town Planner
Site Plan for Brewers Yacht Yard
January 11, 1988
PROPOSAL:
The applicant is requesting that the site plans be sent to
the Building Department for review and certification in Septem-
ber, 1986. The Building Inspector's certification stated that
variances would be required for the proposed buildings and the
pool.
REVIEW:
The applicant stated that approval from the Trustees has been
obtained, however, the terms of that approval have not been
received for review by staff.
Permits are required from the State of New York and possibly,
the Army Corps of Engineers. Copies of same have not been
submitted.
RECOMMENDATION:
The large scale of this project, the lapse of more than a year
since the Board's last review of this plan and the lack of key
supporting documentation are factors in the recommendation that
the Board ask the applicant to supply the documentation necessary
for a subsequent reassessment of this proposal by this Board.
.,
.
.
.-~ "
---c:- 2.tt:~.:J
cP..,-n-,';~
U
.,
DANIEL S. NATCHEZ and ASSOCIA TES, Inc.
~ .
..
L"
~ ..... ......
...
.... ... .... .. ..... .....
L.
..
. ...
LA'
RECEIVED
OCT 0 6 1986
Office of the President
T.._ ('I~.'. C',,"tl,old
ARMY CORPS of ENGINEERS
New York District
26 Federal Plaza - 19th Floor
New York, New York 10017
A.L!J:!.. :
Mr. James Mansky, Ch i ef
Regulatory Branch
Vi II age of Greenpor t
MAYOR & BOARD of TRUSTEES &
PLANNING BOARD
236 Main Street
Greenport, New York 11944
At t n :
Ms. Nancy Cook
'LA ....
... .
... ...
..
... .
-
......
.....
.... .
Suite 11 00
555 Aida Road
Mamaroneck, New York 10543.4002
(914) 698-5678
October
1, 1986
New York State
DEPT. of ENVIRONMENTAL CONSERVATION
Region 1
S.U.N.Y. - Building 40
Stony Brook, New York 11794
A.L!J:!..: Mr. Robert Green,
Permit Administrator
Town of Southold
BOARD of TRUSTEES,
PLANNING BOARD
Town Ha I I - 53095 Ma inRoad
P. O. Box 728
Southold, New York 11971
A.L!J:!.. :
Ms. Judith Terry,
Town Clerk
Gentlemen:
RE: BREWER'S YACHT YARD at GREENPORT. INC.
This letter wi I I serve to notify
notification [copy enclosed] from
State. Coastal Management Programs.
Amp.ndments to the previously-approved
We hope that
d~l iberat Ions and
t his wi I I
fin d j n 9 5 _
'N!th warm regards.
DSN/I Jm
Enclosuri'!
you that we have just received
the New York Stale Department of
of their approval of the proposed
BREWER'S YACHT YARD Projecl.
speed
10
making
your
respectIve
you
cc: 8r~w~r's Yacht Yard at Greenp~rt. Inc.
-~
COpy fOR YOUR
INfORMATION
Jit,ft- '
, ;,
. '
. ~"._~
STATE OF NEW YORK
DEPARTMENT OF STATE
ALBANY, N,Y. 12231
D @@@a~m ~\
SEP 26_ [i
G
GAIL S. SHAFFER
SECRETARY OF STATE
September 25, 1986
Mr. Daniel S. Natchez, President
Daniel S. Natchez & Associates
555 Alda Road, Suite 1100
Mamaroneck, New York 10543
Re: F-84-366 and F-85-254
U.S. Army Corps of Engineers/NY District
Permit Application - Brewer Yacht Yard
at Greenport, Inc.
Dear Mr. Natchez:
The Department of State has reviewed the proposed amendment to the above
referenced project which you forwarded to this agency on September 4, 1986.
Based upon the information submitted, the Department has determined that these
amendments to the proposed project will not cause effects upon the State's
coastal area which are substantially different than those originally reviewed
by this agency. Therefore, the Department's previous concurrence to this pro-
posed project remains in effect. However, please be advised that the condi-
tions contained in our decision letter, dated October 16, 1984, and subsequent
,.'''.,........ d,'"' ,., '6. '985. ol.:i~::,~ ;":'1'"
i lh'~rI~~4J
George/R. Stafford
Coastal Programs Administrator
GRS: hm
cc: Monte Greges - COE/NY District
.
.
D @@@OW&
,.
SEP 26_ I
~
, \
STATE OF NEW YORK
DEPARTMENT OF STATE
ALBANY. N,Y. 12231
G
GAIL $. SHAFFER
SECRETARY OF STATE
September 25. 1986
Mr. Daniel S. Natchez. President
Daniel S. Natchez & Associates
555 A1da Road. Suite 1100
Mamaroneck. New York 10543
Re: F-84-366 and F-85-254
U.S. Army Corps of Engineers/NY District
Permit Application - Brewer Yacht Yard
at Greenport. Inc.
Dear Mr. Natchez:
The Department of State has reviewed the proposed amendment to the above
referenced project which you forwarded to this agency on September 4. 1986.
Based upon the information submitted. the Department has determined that these
amendments to the proposed project will not cause effects upon 'the State's
coastal area which are substantially different than those originally reviewed
by this agency. Therefore. the Department's previous concurrence to this pro-
posed project remains in effect. However. please be advised that the condi-
tions contained in our decision letter. dated October 16. 1984. and subsequent
correspondence. dated May 16. 1985. also remain in effect.
S. ;I 1 '
~nJere y. ';"!
1/:'/,,,/, /7. /j,
I /II/I( '-'),"//,('
George.R. Stafford
Coastal Programs Administrator
GRS : hm
cc: Monte Greges - COE/NY District
.
SEP ~ ~ l~~~
.
DANIEL S. NATCHEZ and ASSOCIA TES, Inc.
..
..
.. ....... ......
....... ...
~....... .......
...
. .
.....
......
....... ..
...
.....
...... .......,.,...
.. .....
Suite 1100
555 AIda Road
Mamaroneck, New York 10543-4002
(914) 698-5678
Office of the President
September 16. 1986
Chairman Bennet Orlowski, Jr.
& Planning Board Members
TOWN of SOUTHOLD
Town Ha I I
53095 Main Road (P. O. Box 7281
Southold, New York 11971
EXPRESS MAIL .B-19845522
RE: BREWER YACHT YARD at GREENPORT. INC.
Dear Chairman Orlowski & Planning Board Members:
On behalf of our client, BREWER YACHT YARD at GREENPORT, INC., we wish
to thank you for the time you granted us last Monday evening in a
Pre-Application Submission Conference. Enclosed are three (31 revised
Site Plans and a replacement check in the amount of one hundred
dollars ($1001 covering the Application fee.
At that meeting you raised the question of who would use the swimming
pool and whether it would be a membership club. It is the intent of
BREWER YACHT YARD at GREENPORT, INC. to have some form of membership
club that would allow up to one hundred fifty (1501 additional
families, who are not otherwise mooring their boats at the boatyard,
access to the pool. [Boat renters would be allowed a "membership" to
use the pool.] We have estimated that an additional one hundred fifty
( 1 50 I par kin g spa c e s w 0 u I d h a vet 0 b e a val I a b I eat B R EWE R for use b y
these addilional memberships.
We refer you specifically to the Site Plan dated 05/19/84 and revised
09/18/86 (copies attachedl. The Site Plan submitted to you for the
Pre-Application Conference showed approximately two hundred fifty-five
(2551 parking spaces. Our experience has shown that a parking
requirement of one (11 space per boat sl ip would be sufficient for
recreational marinas such as BREWER's. This would require
approximately Sixty-five (651 spaces for the boat slips In the Town of
Southold. If the boat sl ips in the VI I lage of Greenport were added, a
total of one hundred eighty (1801 parking spaces would be needed. If
an additional one hundred fifty (1501 spaces for outside memberships
were added, the total requirement would be three hundred thirty (3301
parking spaces. The attached, revised parking plan shows that three
hundred seventy-five (3751 parking spaces can easily be provided, or
forty-five to one hundred sixty (45 to 1601 spaces above and beyond
what would be needed for both the swimming pool (non-boatyard membersl
and boat slips in the Town of Southold.
t~'0:~
,
.
BREWER
.
GREENPORT - PARKING - 09/16/86
SOUTHOLD PLANNING BOARD -
In addition, there is sufficient
fifty (50) additional cars during
land area for the parking of at
the summer months if needed.
least
We hope that this letter wi I I clarify the question of the swimming
pool and associated parking to your satisfaction
If
you
have
any further questions, please do not hesitate to contact
us.
Wi th warm regards.
Sincerely,
DANIEL S. NATCHEZ and ASSOCIATES, Inc.
By'
DSN/I jm
Enclosures
cc: Brewer Yacht Yard at Greenport. Inc.
-----,
t ':c.,:. '\(
_ ""V'sE P 3 .lq~~
DANIEL S. NATCHEZ and ASSOCIATES, Inc.
OAfE
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Suite 11 00
555 AIda Road
Mamaroneck, New York 10543.4002
(914) 698-5678
OUice oE the President
Chairman Bennet Orlowski, Jr.
& Planning Board Members
TOWN of SOUTHOLD
Town Hall
53095 Main Road (P. O. Box 728)
Southold, New York 11971
August 28, 1986
RE: BREWER YACHT YARD at GREENPORT. INC.
SITE PLAN APPROVAL for
PROPOSED EXCAVATION. RELOCATION OF A TRAVEL 1FT
WELL. BULKHEADING. MAINTENANCE-DREDGING. and
RECONFIGURATION OF FLOATING PIER ASSEMBLY
PROJECHS)
Dear Chairman Orlowski & Planning Board Members:
We have been asked by BREWER YACHT YARD at GREENPORT, INC.
Ihereinafter BREWER), to assist them in obtaining the necessary
Amendmentls) for Site Plan Approval [see SHEET NO.3 - SITE PLAN MAP)
to undertake the above-referenced revised modifications to the
previously approved Site Plan and Projectls) your Board granted on
12/ 1 7 /84 .
Enclosed, please find three (3) copies of BREWER's Application to the
Southold Town Planning Board together with the required $25.00 fi ling
fee. We are hereby requesting a presubmission conference to be
scheduled as required by Chapter 100-130; Zoning - Article XIII, "Site
Plan Approval" from the Code of the Town of Southold.
The requested Amendmentls) to your previous Site Plan approval dated
12/17/84 would allow BREWER's to:
1) Excavate approximately thirty-nine thousand six hundred sixty
cubic yards 139,660 Yds.3) from an approximate
seventy-seven thousand four hundred forty square foot 177,440
Ft.2) area lsee SHEET NO. 5 - PROPOSED EXCAVATION & DOCK
REMOVAL, Comparison of Previously Approved Plan & Current
Proposal and SHEET NO. 6 PROPOSED EXCAVATION & DOCK
REMOVAL] ;
2 )
Bulkhead approximately nine hundred ninety (990) lineal
( i n c Iud i n gap pro x i ma tel y t h i r t y - f i vel 35) I i n e a I fee t
subterranean bulkhead) lsee SHEET NO.3 - SITE PLAN MAP],
fee t
of
I
.
BREWER GREENPORT - SOUTHOLD PLANNING BOARD
- SITE PLAN APPROVAL - 08/28/86
3) I nsta II approx imate I y seven hundred f i f ty C 750) linea I feet
of main dock, approximately one thousand eighty Cl,080)
lineal feet of finger piers, approximately sixty-five (65)
piles, and approximately ninety-six (96) ramps [see SHEET NO.
3 - SITE PLAN MAP];
4J
Construct two (2)
PLAN MAP];
t r a vel i f t we I I s
[see SHEET NO.3 - SITE
5)
Construct
45' wit h
MAP] ;
one Cll in-ground swimming pool approximately 25' x
associated decking [see SHEET NO.3 - SITE PLAN
6)
Construct one
approximately
and
Cl) boat maintenance and storage bui Iding
110' x 120'; [see SHEET NO.3 - SITE PLAN MAP];
7) Relocate one Cl) clubhouse bui Iding approximately 30' x 35'
with associated decking [see SHEET NO.3 - SITE PLAN MAP].
BREWER recently received Permits from the Army Corps CNo. 13490), a
Modified Permit from the New York State Department of Environmental
Conservation CNo. 10-84-0766), a New York State Department of State
Consistency Certificate CNo. F-85-254), as well as the approvals from
both the Town of Southold Town Board on 2/5/85 and Southold Planning
Board on 12/17/84 as wel I as approvals from the Vi I lage of Greenport,
which were originally requested to enable BREWER to expand and upgrade
their marina.
However,
proposed
necessary
necessary
since the submission of the original ApplicationCs) for the
ProjectCs) over two plus years ago and receipt of AlL the
regulatory approvals, economic and logistic factors make it
to seek AmendmentCs) to the previously approved ProjectCs).
The requested
modified design
believes is more
and operate.
AmendmentCs) being
of the original
logistically and
sought by BREWER consist of a
Master Plan Project which BREWER
e con om i c a I I Y f e a sib let 0 con s t rue t
It is important to note that the previously approved ProjectCs) were
given a negative declaration from al I environmental regulatory
agencies including the NYS Department of Environmental Conservation on
September 26, 1984, stating:
"The proposed action will not have a significant effect on
the environment... the proposed Project wi I I not
significantly affect the freshwater aquifer of the
peninsula. The peninsula periodically floods with tidal
waters there by el iminating the freshwater aquifer from
consideration as a source of potable freshwater to this
area _ II
<Page 2)
,
.
BREWER GREENPORT - SOUTHOLD PLANNING BOARD
- SITE PLAN APPROVAL - 08/28/86
ComDar i son of
Previouslv ADDroved vs. Revised Modified ProDosed ProiectCs)
There are
previously
AmendmentCs).
of these:
several differences and similarities between the
approved projectCs) and the proposed
The f 0 I low i n g c h art t r I est 0 pro v ide a summa r y
AMENDED MASTER PLAN PROJECTCS) in TOWN OF SOUTHOLD
I I "".... Previously
Approved Net
Expansion ChangeCs)
Mo d I f I cat Ion C s )
Maximum Number
Boats - Southold 65 90 -28%
CBoats -
Total Project (180) C 180) C 0%)
Tota I Excavation
Cu. Yds. 39.660 52,950 -25%
Sq. Ft. 77,440 111,275 -30%
Maximum Depth -8.0'MLW -8.0'MLW 0%
Total Dredging
Cu. Yds. 450 450 I 0% II
Sq. Ft. 2,625 2,625 0%
Maximum Depth -8.0'MLW -8.0'MLW 0%
Total Lineal Ft.
Bulkhead 990 1, 130 -12%
Main DockCs) 750 425 +43%
F I nge r Pie res) 1,080 1,360 -20%
Rampes) 48 300 -84%
Total P I Ie s 65 4 1 +37%
'Travelifts' I 2 1 +1
Sw I mm I n g Pool I 1 0 I + 1 II
Excavation: II
Cu. Yds. I 270 I 0 +270
Sq. Ft. 1,125 0 + 1,125
Boat Buildings
3 2 + 1
Clubhouse Building 1 1 0
<Page 3>
,
.
BREWER GREENPORT - SOUTHOLD PLANNING BOARD
- SITE PLAN APPROVAL - 08/28/86
The basic differences affecting the granting of the Site
Plan Approval are as follows:
1) The previously approved "un shaped boat basin
extended upland from the existing bulkhead
approximately Four Hundred Feet C400')_ The
proposed AmendmentCs) for this aspect of the
ProjectCs) proposes a 'trapezoid' extending
upland from the existing bulkhead
approximately Two Hundred Twenty Feet C220')_
This represents an approximate 45% decrease
over the previously approved ProjectCs) in the
d i s tan ceo f ex c a vat ion i n tot he up I and from
the cur r en t s h 0 rei i n e _ [ see SHE E T NO. 5 -
PROPOSED EXCAVATION AND DOCK REMOVAL) It was
previously determined that the area to be
excavated is on a peninsula which is not
considered to be a source of fresh water for
other areas therefore the previously approved
excavation of 400' upland would not interfere
with any sourceCs) of fresh water for the area
[see SHEET NO.5 - PROPOSED EXCAVATION & DOCK
REMOVAL, Comparison of Previously Approved
Plan & Current Proposal L
2) The volume of material to be excavated to -8
MSL' from the approved "un shaped boat basin
was a total of approximately Fifty-Two
Thousand Nine Hundred Fifty Cubic Yards
C52,950 Yds.') whereas the proposed
Amendment for the' trapezoidal' excavat ion to
-8 MLW' requi res the removal of a total of
approximately Thirty-Nine Thousand Six Hundred
Sixty Cubic Yards C39,660 Yds.'), or a
reduction of Thirteen Thousand Two Hundred
Ninety Cubic Yards C13,290 Yds.'), or
approximately Twenty-Five Percent C25%)
less than the original ProjectCs) volume.
The upland relocation of the excavated and
d red g e d ma t e ria I C s ) wi I 1st i I I be 0 n - sit eat
BREWER's and at St. Agnes Cemetery located
adjacent to BREWER's and on the north side of
Manhanset Avenue. [SEE SHEET NO. 12 PROPOSED
EXCAVATION & OFF-SITE DISPOSAL AREA - EXISTING
TOPOGRAPHY; SHEET NO. 13 PROPOSED TOPOGRAPHY
of RELOCATION SITE; and SHEET NO. 14 ON-SITE
DISPOSAL & GRADING PLAN)
The red u c t ion i nth e v 0 I ume 0 f ma t e ria I to be
excavated wi I I provide a savings to BREWER
over the initial ProjectCs) cost for
excavating, transporting and disposal of the
materials. In addition, it will modestly
<Page 4>
,
.
BREWER GREENPORT - SOUTHOLD PLANNING BOARD
- SITE PLAN APPROVAL - 08/28/86
For your information
supp I ementary i nformat ion,
and review,
including:
we
have
enclosed
copies
of
1) Project Description within the Town of Southold
i) Suppor t i ng I nformat ion
a) Impact on Fresh Water Supply
b) Impact on Marsh Area
i) Up I and Rei 0 cat ion 0 f Ex c a vat e d and Dr e d g e d Ma t e r I a I ( s )
a s we I I a s cop i e s 0 f B R EWE R . sAp P I i cat ion ( s )
regulatory agencies:
tot he f 0 I I ow i n g
1) Southold Town Board - Soil Removal Application;
2) Southold Board of Town Trustees - Application as required by
Chapter 97 of the Town Code - "Wetlands";
3) Army Corps of Engineers;
4) N.Y.S. Department of Environmental Conservation,
5) N.Y.S. Department of State - COASTAL MANAGEMENT PROGRAM; and
6) Vi Ilage of Greenport.
We also specifically call your attention to our enclosed Project
Description in Town of Southold and a detailed joint Letter of Support
dated 08/27/86 to the Army Corps of Engineers, the N.Y.S.D.E.C. and
the N.Y.S.D.O.S. This letter discusses the background of the marina,
aspects of the Project within both the Town of Southold and the
Vi I lage of Greenport, the need for the amended Project(s), and the
alternatives considered.
We would welcome
convenience. If
ca I I us.
the opportunity to discuss this application at your
you have any quest ions, please do not hesl tate to
Sincerely.
cc: Army Corps of Engineers
N.Y.S.D.O.S.
N.Y.S.D.E.C.
V i II age of Greenpor t
Southold Planning Board
Southold Board of Trustees
Brewer Yacht Yard at Greenport, Inc.
<Page 6>
I nc.
By:
DSN/jl j
Enclosures
,
.
BREWER GREENPORT - SOUTHOLD PLANNING BOARD
- SITE PLAN APPROVAL - 08/28/86
reduce the time necessary to complete
aspect of the Project(s), and the overal I
necessary to finish the upgrading
reconfiguration of BREWER's facility.
this
time
and
3) The layout at the floating dock assemblies
will be slightly modified, but ~ docks and
piles will be within the previously approved
Reconstruction Perimeter. The total number of
boats for the entire Project(s) wi I I not
increase [see SHEET NO. 3 - SITE PLAN MAP;
SHEET NO. 7 SITE PLAN MAP, Comparison of
Previously Approved Plan & Current Proposal;
SHEET NO. 9 RECONFIGURATION of DOCKS,
Comparison of Existing Conditions & Current
Proposal; and SHEET NO. 10 - RECONFIGURATION
PER I METER J .
4) Two travel ifts wi I I be provided as opposed to
one previously approved. One in-ground
swimming pool wi I I be constructed which was
not covered in the previously approved
Project(s). An additional (1) upland boat
bui Iding wi II be constructed and one (1)
clubhouse building will be relocated [see
SHEET NO.3 - SITE PLAN MAPJ.
The applicable fees for the net additional marine structures and/or
activities undertaken within the Town of Southold, are as follows:
i) Net new docks approximately
8,370 sq. ft. @ SO.25/sq. ft. =
S2,092.50
i i) Net new bulkhead approximately
765 I in. ft. @ S3.00/1 in. ft. =
2,295.00
i i i) Net new pi les approximately
62 pi les @ S5.00/pi Ie =
iv) Maintenance Dredging
450 cu. yds. @. $2.00/cu. yd. =
310.00
+ 900.00
TOTAL Marine Project FEES
S5,597.50
LESS minimum fee (previously paid)
5.00
TOTAL ADDITIONAL FEES to be paid to Town
after approval but prior to commencement of
Proiect(s)
S4,305.00
<Page 5>
,
.
BREWER GREEN PORT - SOUTHOLD PLANNING BOARD
- SITE PLAN APPROVAL - 08/28/86
PROJECT(S) DESCRIPTION WITHIN THE TOWN OF SOUTHOLD
BREWER is seeking approval to amend a proposal previously approved by
the Southold Town Board to expand and upgrade their marina, as
follows: CNote: The following description only includes those
portions of the overall Project which are in the Town of Southold.
The Project si te I ies part ially wi thin the Incorporated Vi Ilage of
Greenport and the Town of Southold. The Project is contingent upon
receiving approvals from both entities, as well as the other governing
regulatory agencies. For the complete Project Description, see
attached letter dated 8/27/86 to the Army Corps of Engineers.)
1 )
Excavate a "Trapezoid shaped"
approximately 39,660 cu. yds. of
area of approximately 77,440 sq. ft.
boat basin and remove
mater i a I f rom an overa II
2) Remove approximately 225 lineal feet of existing timber pile
bulkhead that extends from Dock #2 to the lift wel I and is
located along the south end of the proposed boat basin. The
excaveted bulkhead wi I I be disposed of upland by a local
carting company [see SHEET NO 6 - PROPOSED EXCAVATION & DOCK
REMOVAL) .
3) Construct and maintain a timber bulkhead totaling
approximately 990 I ineal feet with approximately 955 lineal
feet being along the west, north, and east perimeter of the
proposed boat basin and 11ft well, and approximately 35
I ineal feet being timber subterranean bulkhead on the
sou the a s t s h 0 rei i n e . The wo 0 d b u I k he a d wi I I con s i s t 0 f
approximately 3" to 4" thick timber sheeting and 14" diameter
pi les driven approximately 14.3 feet below Mean Low Water
into firm bottom materials to provide an adequate base. In
add i t ion, the r e wi I I be a s u f fie i en t tie - b a c k s y stem
consisting of vertical anchor piles that will be attached to
each timber pile along the bulkhead with 2" diameter
tie-rods. No tJe-back system is envisioned in the area of
the subterranean bulkhead. The subterranean bulkhead wi I I
tie into nearby sections of the proposed bulkhead which forms
the east side of the proposed basin [see SHEET NO.3 - SITE
PLAN MAP).
4) Relocate and exoand a travelift well by removing the existing
travelift consisting of one (1) runway extension
approximately 40' in length located between Dock #3 and Dock
#4. The proposed combined travel ift well (approximately 50'
x 40') wi I I be excavated along the north side of the proposed
boat basin and wi I I be able to accommodate a 20-ton and a
60-ton travellft (see SHEET NO.3 - SITE PLAN MAP and SHEET
NO. 9 RECONFIGURATION of DOCKS, Comparison of Existing
Conditions & Current ProposalJ.
<Page 7)
,
.
BREWER GREENPORT - SOUTHOLD PLANNING BOARD
- SITE PLAN APPROVAL - 08/28/86
5) Co n s t r u c t. Ins t a I I. and ma i n t a i n a s e r i e s 0 f new f loa tin g
pier (dock) assembl ies, as follows [see SHEET NO.3 - SITE
PLAN MAP and SHEET NO. 9 RECONFIGURATION of DOCKS,
Comparison of Existing Conditions & Current Proposal]:
DOCK A located along the west perimeter of the proposed
basin consisting of a) approximately 190' x 6' of main
float, b) five (5) finger piers approximately 40' x 4'
located along the east side of the main float, c) one
(1) timber ramp approximately 12' x 3' located along the
at the north end of the main float, and d) eight (8)
timber piles approximately 12" in diameter and 40' in
length located at the ends of each finger pier, adding
stabi I ity to the structures.
DOCK B located in the center of the proposed boat basin,
consisting of: a) One (1) main line of floats
approximately 185' x 6', b) One (1) timber ramp
approximately 12' x 3' located at the north end of the
main float, c) Six (6) finger piers approximately 35' x
4' located along the east side of the main float, d) six
(6) finger piers, approximately 40' x 4' located along
the west side of the main float, and e) seventeen (17)
timber piles approximately 12" in diameter and 40' in
length located at the ends of each finger pier, adding
stabil ity to the structure.
DOCK C located in the center of the proposed boat basin,
con s i s tin g 0 f : a) 0 n e ( 1 ) ma i n I i n e 0 f f loa t s
approximately 180' x 6', b) one (1) timber ramp
approximately 12' x 3' located at the north end of the
main float, c) five (5) finger piers approximately 35' x
4' located along the west side of the main float, d) and
seven (7) finger piers approximately 30' x 4' along the
east side of the main float, e) twenty (20) timber piles
a p pro x i ma tel y 12" i n d i ame t era n d 40' i n I en g t h lac ate d
at the ends of each finger pier, adding stabi I ity to the
S t r uc t u r e .
DOCK D located on the east side of the proposed boat
basin consisting of a) one (1) main line of floats
a p pro x i ma tel y 195' x 6', b) 0 n e ( 1 ) t i mb err amp
approximately 12' x 3' located at the north end of the
ma i n f loa t ; c) s eve n (7) fin g e r pie r sap pro x i ma tel y 30'
x 4' along the west side of the main float, d) eleven
( 1 1 ) t i mb e r pile sap pro x i ma tel y 12" i n d i ame t era n d 40'
in length, located at the end of each finger pier,
adding stabi I ity to the structure.
6) Maintenance-dredae a triangular-shaped area approximately
2,625 sq. ft. to an average depth of 8' below Mean Low Water,
and remove approximately 450 cu. yds. of material as measured
IN PLACE [see SHEET NO. 11 - MAINTENANCE-DREDGING MAP!. The
<Page 8>
,
.
BREWER GREENPORT - SOUTHOLD PLANNING BOARD
- SITE PLAN APPROVAL - 08/28/86
area within the Town of Southold to receive maintenance
dredging activities wi I I be undertaken by clamshel I and barge
and / 0 r d rag I i n e 0 per a t ion s . The ma t e ria I C s) be i n g d red g e d
wi I I be placed on BREWER'S upland property, semi-dried, and
then relocated as described Cin #7) below.
7) Uoland Relocation of the Excavated and Dredaed Material:
Approximately 44,090 cu. yds. of material wi I I be excavated
from the proposed boat basin, approximately 270 cu. yds. of
ma t e ria I wi I I bee x c a vat e d for the i n - g r 0 u n d pool, and
approximately 10,500 cu. yds. of material wi I I be removed by
the maintenance-dredging operations in both the Town of
Southold and the Vi Ilage of Greenport. All of the dredged
materials wi I I be mixed with the materials being excavated
and deposited upland at three different locations. The
proposed disposal sites are: 1) On-site disposal of
approximately 2,500 3,500 cu. yds. 2) St. Agnes Cemetery
located adjacent to BREWER MARINA on the North side of
Manhanset Avenue. Approximately 42,100 cu. yds. wi I I be
d e po sit e don t his un d eve I ope d 11. 8 a c res i t e [s e e SHEET NO.
12 PROPOSED EXCAVATION & OFF-SITE DISPOSAL AREAS, Existing
Topography, SHEET NO. 13 - PROPOSED TOPOGRAPHY of RELOCATION
SITES, and SHEET NO. 15 - ON-SITE DISPOSAL & GRADING PLANI.
8)
RELOCATE an existing
35' plus additional
bulkhead approximately
bulkhead [see SHEET NO.
upland club house approximately 30' x
de c kin g 20 fee t from the ex i s tin g
70 feet from the to-be-constructed
3 - SITE PLAN MAPI.
9) CONSTRUCT an upland in-ground swimming pool approximately 25'
x 45' plus accompanying 10' cement apron, fencing, and,
screening approximately 40 feet from the proposed new
bulkheading [see SHEET NO.3 - SITE PLAN MAPI.
10) CONSTRUCT an upland boat maintenance and storage bui Iding,
mast shed and bathroom faci I i ties total ing approximately 110'
x 120' located approximately 75 feet from the new proposed
bulkhead [see SHEET NO.3 - SITE PLAN MAPI.
11) CONTINUATION of a Reconfiauration Perimeter Condition which
would allow BREWER to continually change only the
10cationCs), widthCs), and numberCs) of pi leCs), dockCs) and
ramp(s) wi thin the Recant iaurat ion Per imeter "envelopell
[shown on SHEET NO. 10 - RECONFIGURATION PERIMETER, dated
07/29/86 prepared by DANIEL S. NATCHEZ and ASSOCIATES, Inc.]
provided that the number of boats would not exceed one
hundred eighty (180) and no additional bulkheading, dredging,
excavation or filling could take place without the prior
requi red regulatory approval(s).
12) A PERMIT CONSTRUCTION PERIOD expiring on 06/30/92.
<Page 9>
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.
BREWER GREENPORT - SOUTHOLD PLANNING BOARD
- SITE PLAN APPROVAL - 08/28/86
SUPPORTING INFORMATION
Impact on Fresh Water Supply
AI I agencies previously examined in depth the possible
adverse impactCs) on the fresh water supply and concluded
that the previously approved and more extensive ProjectCs)
wi I I have I ittle, if any, effect on the fresh water supply.
The proposed revised modified ProjectCs) wi I I have even less
of an effect because of the difference in size of the
ProjectCsJ.
According to Robert A. Vi I la, P.E., Chief Engineer for the
Suffolk County Division of Environmental Health, professional
hydr~logists from the Suffolk County Health Department
conducted a field inspection and reviewed the previously
approved ProjectCs) which extended into the upland
Forty-Eight and Two-Tenths Percent C48.2%) further than the
pre s e n t I Y pro P 0 sed Ame n dme n t C s J. The ire 0 n c Ius ion is, t hat:
IISince
the
peninsula where the Project is located
is not really a source of the Vi Ilage water supply,
we
CSuffolk
County)
no objections
the
have
to
proposal...n
In order to maintain the integrity of the fresh water/salt
water interface, BREWER proposes to undertake the ProjectCs)
with the use of tight interlocking wood sheeting for the
bulkhead. The bulkhead wi I I be constructed around the entire
area being excavated and wi I I extend from a height of
approximately Six feet above Mean Seal Level C+6' MSLJ, to
approximately Ten Feet below Mean Sea Level C-l0' MSL).
ImDact on Marsh Area
A recent site investigation indicated that a section of the
marsh, from its south west corner back to an existing
deteriorated subterranean bulkhead, had begun to wash away.
The amendments to the previously approved ProjectCs) include
replacing the deteriorated existing subterranean bulkhead and
extending the new subterranean bulkhead to stabi I ize the
southern edge of the existing marsh area. The proposed
subterranean bulkhead wi II be a protect ive barr ier to prevent
further erosion of the marsh due to storms, natural tidal
action, backwash from boats passing through Stirling Basin
and activities at the public boat launch directly east of the
marsh.
<Page 10>
I
.......-
,
.
BREWER GREENPORT - SOUTHOLD PLANNING BOARD
- SITE PLAN APPROVAL - 08/28/86
The proposed subterranean bulkhead wi I I not involve any
excavation or fi I I ing of areas near the marsh. The timber
sheeting will be supported by a series of piles and the
subterranean bulkhead wi II be anchored to the bulkhead that
forms the east wal I of the proposed boat basin. Therefore,
none of the upland Marsh area wi I I be disturbed for bulkhead
anchoring purposes and the proposed subterranean bulkhead
w i I I he I p top res e r vet he ma r s h i nit s pre s e n t con d i t ion.
UDland Relocation of Excavated and Dredaed Material(s)
The proposed upland relocation of excavated and dredged
ma t e ria I ( s ) wi I I be ide n tic a I tot hat pre v i 0 u sly a p pro v e d but
wi I I be Twenty Percent (20%) less than the previously
a p pro v e d ex c a vat ion Pro j e c t ( s ) . Ex c a vat e d ma t e ria I ( s) from
the boat basin, 'travelift' well, in-ground pool and all
ma i n ten a nee - d red g e d ma t e ria IC s ) wi I I tot a I a p pro x i ma tel y
Fifty-Four Thousand Eight Hundred Sixty Cubic Yards (54,860
Yds.a) to be removed from the Project(s) site. Of this,
approximately Ten Thousand Fifty Cubic Yards (10,050 Yds.a)
wi I I be from ma i n ten a nee - d red gin g wit h i nth e V i I I age 0 f
Greenport; Four Hundred Fifty Cubic Yards (450 Yds.a) from
maintenance-dredging within the Town of Southold; Thirty Nine
Thousand Nine Hundred Thirty Cubic Yards (39,930 Yds.a)
from upland excavation within the Town of Southold; and Four
Thousand Four Hundred Thirty Cubic Yards (4,430 Yds.a) from
upland excavation within the Village of Greenport.
Approximately Two Thousand Five Hundred to Three Thousand
Five Hundred Cubic Yards (2,500 Yds.. to 3,500 Yds.a) of
the s e ma t e ria I ( s ) wi I I be rei 0 cat e don - sit e i nor de r to
attain the proper elevation(s) and contour(s) for improving
the drainage patterns and for accommodating the additional
related activities such as automobile parking, boat storage,
boat repair and maintenance services.
There wi I I be approximately Twelve Thousand to Fifteen Thousand Cubic
Yards C12,OOO Yds.B to 15,000 Yds.B) of materialCs) deposited
on-site and along the east side of St. Agnes Cemetery which is
contiguous to the area that needs to be fi I led along the west side of
BREWER.
A smal section of tidal marsh grass (SDartina All.) located
in the east side towards the southern corner of the site has
been identified; NO FILL WILL BE PLACED ON OR WITHIN
TWENTY-FIVE FEET (25') OF THE MHW LINE IN THIS AREA. This
special condition will help insure the productivity of this
s ens i t i ve i n t e r t i d a I ma r s h z 0 n e .
Most of the material being removed [approximately Forty One
Thousand Cubic Yards (41,000 Yds.a)], will be transported
across Manhanset Avenue to a site located directly across
from BREWER. A I I 0 f the ma t e ria I (s) wi I I bet rue ked in tot he
primary relocation site at a point directly across from
<Page 11>
I
.. ( . ~
,
.
BREWER GREENPORT - SOUTHOLD PLANNING BOARD
- SITE PLAN APPROVAL - 08/28/86
BREWER's entrance drive on Manhanset Avenue. This
undeveloped Eleven and Eight-Tenths (11.8) acre site is owned
and maintained by St. Agnes Church and wi I I be used as a
future cemetery once the area has been upgraded and improved.
There has been further discussion between BREWER's and Saint
Agnes Church regarding the grading and landscaping of St.
Agnes' property. To the extent possible the evergreens that
presently exist (which are relatively young) wi I I be
preserved and replanted on either the Church's or BREWER's
property. The grading wi I I be as shown on the attached Map.
The surface wi I I be protected with straw mulch seeded with a
hearty grass in a manner similar to that in which road beds
or other irregular slopes are planted in highway or other
construction Projects. In addition, swales will be graded
around many portions of the property to insure that there
wi I I be no surface runoffs onto the roads and adjacent
properties. There wi I I be an approximate 25' buffer area
between the existing three wetlands areas and the placement
oft he ex c a vat e d ma t e ria Is. The ma t u r e t r e e s w h i c h are 0 n
the easterly side of the property and along parts of the berm
of the old disposal area wi I I be preserved.
In short, the primary relocation site does not represent a
significant or critical environmental habitat. In addition,
because of its proximity to BREWER [approximately Fifty Feet
( 50 ' ) sou t h , a c r 0 s s Ma n h a n set A v e n u e ] , a I I t r u c kin g
operations to and from the area wi I I not cause any
disturbance to any of the nearby residents. A temporary
a c c e s s d r i ve i n tot he sit e wi I I ex ten d d ire c t I Y a c r 0 s s from
the existing entrance drive at BREWER. There are no
obstructions or tight curves at this point along Manhanset
Avenue.
A mo red eta i led des c rip t ion 0 f i s sue s rei ate d tot he Pro j e c t ( s) can be
found in the attached joint letter to the Army Corps of Engineers,
N.Y.S. Department of State and N.Y.S. Department of Environmental
Conservation dated 8/27/86.
DSN/ j I j
<Page 12>
95-19-2 (11-83)
NEW YORK s.r D~PARTMENT OF ENVIRONMENTAL CONSERVATION
A L1CATION FOR PERMIT
Read Instructions on back before completing this application. Please type or print clearly in
exhibits to provide all data and explanations for which space on this form ls inadequate.
D ARTICLE 15, TITLE 3 (CONTROL OF AQUATIC INSEClS, WEEDS" OR UNDESIRABLE FISH)
eg ARTICLE 15, TITLE 5 (PROTEClION OF WATERS)
o For the construction, reconstruction, or repair of a DAM or other impoundment structure.
D For the disturbance of a STREAM BED or excavation in or fill of navigable waters.
D ARTICLE 15, TITLE 15 D WATER SUPPLY . D LONG ISLAND WELL
!ill ARTICLE 24 (FRESHWATER WETLANDS) D Permi' D Letter of Permission
IX] ARTICLE 25 (Tidal Wetlandsl
IJsJPi>.~~t~ addend~.1!!!
~.. ':II'''~IMW
g~_10()..I'i. '.
"I>Pi ~
COpy FOR YOUR
. flFORMATlON
1. NAME OF APPliCANT:
BREWER YACHT YARD at GREEm'ORl',
2. APPLICANT IS NAN
o Individual
o Partnership
Inc.
D
Association
xx Corporation
D
Municipality
o GOllernmental Agency
John B Jr P s
STREET ADDRESS/POST OFFICE
t
477-9594
3. NAME AND TITlE OF OFFICIAL SIGNING APPLICATION
POST OFFICE
ZIP CODE
11944
4. NAME AND ADDRESS OF~ (If not applicanll
STREET ADDRESS/POST OFFICE
POST OFFICE
5. PROJECT LOCATION:
al City or VillaBe
NAME OF STREAM OR OTHER WATER BODY;
If appropr:ate: if un.named. show on map-See
ltE'm 5bl
2
Town
Stirling Basin
6. WILL PROJECT
UTILIZE STATE-
OWNED LAND?
D V., D No
County
bl Specific project site or area is marked on U.S.G.S. or equill.:IIent map. at'ached as Exhibit Number:SHEEI'S NO. ~ and NO. 2
7. PROPOSED USE:
o Public
D PrillAte
x6(J Commercial
8. PROPOSED STARTING DATE:
9. APPROXIMATE COMPLETION DATE:
10. FEEQF
ASAP
May ~992
I 50.00
Enclosed
11. PROJECT DESCRIPTION:
Feet of rip.rap new channel; cubic yards of material 10 be remOlled; draining. dredging. IIlIing. and location of disposal sites; type of structure to be installed; height
of dam; size oj impoundent; capacities of propsed waler sources; extent oj distribution system; ete.
SEE ATrACHED SUPPLEMENr and Letter of Support dated 08/27/86 by DANJ:EL S. liI,A,':I'CIieZ
and ASSOCIATES, Inc.
12. THIS PRO/ECT WILL REQUIRE ADDITIONAL PERMITS. APPLICATIONS FOR WHICH ARE THE RESPONSIBILITY OF OTHERS:
D Db.,,,,,,,,,,, D . D D D D
Dam Fill Stream Dlsturb.-mce SPDESlNPDES Water Supply l.L Wells Freshwater Wetland
1]. NAME AND ADDRESS OF OFFICIAL NEWSPAPER OF LOCALITY WHERE PROPOSED WORKS ARE LOCATED:
"SUFFOLK TIMES" .
Main Street
Green NY
14. IS ANY PORTION OF THE ACTIVITY FOR WHICH A PERMIT IS SOUGHT NOW BEGUN OR COMPLETED?
DYes }6Q No If YES. explain in addenda. gilling reasons and dates. and show eltisting work on drawings or map.
15. CERTIFICATION:
I hereby affirm that under penality of perjury that information provided on this form and all allachments submiued herewith is true to the best of my knowledge
and belief. False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 oj the Penal Law. As .I condition 10 the issudnce of a
permit. Ihe applicant accepts full responsibility for .III damage. direct or indirect of whatever nature. and by whomever suffered, drising out of the project described
herein and agrees to indemnify and save harmless the State from suits. actions, damages and costs of every name and descriplion resulting from said project.
o Tidal Wetlands
08/28/86
DATE
. ----
~~~~----.
J 1?Wer, Jr., Pre5,i~TURE
_<<;'I=-F RFVFRIi;.F can-=:_
.-
.
SUPPLEMENT to
New York State Department of Environmental Conservation
Application for Permit
to AMEND N.Y.S.D.E.C. Modified Permit .'0-84-0788
BREWER'S YACHT YARD at GREENPORT, INC.
11.. PRO~CT DESCR I PT I ON
i) To Amend the approved One Thousand One Hundred Ninety Five
(1.195) I ineal feet of bulkheadino to aooroximatelv One
Thousand One Hundred Thirtv Five (1.135) I ineal feet of
bulkheading. including One Hundred Ten (110) lineal feet of
subterranean bulkhead;
i i) To Amend the approved Fifty Five Thousand Two Hundred Fifty
Cubic Yards (55,250 Yds.a) of excavation for One Hundred
Fifteen Thousand Eight Hundred Twenty Five Square Feet
(115,825 Ft.a) to aDoroximatelv Fortv Four Thousand Ninetv
Cubic Yards (44,090 Yds.a) of excavation for Eighty Six
Thousand Three Hundred Sixty Five Square Feet (86.365
Ft. a); and
I i i) To Amend the approved One Thousand Four Hundred Twenty Five
(1,425) I ineal feet of main docks and Two Thousand Nine
Hundred Fifty Five (2.955) lineal feet of finger piers (in
varying widths from 4' to 6'), with Three Hundred Twenty Four
(324) I ineal feet of adjustable ramps and Ninety Five (95)
pi les to One Thousand Seven Hundred Thirtv Five (1,735)
I ineal feet of main docks and Two Thousand Eioht Hundred
Fortv (2.840) I ineal feet of finoer Diers (in varvina widths
from 4 ' to 6 ' ). wit h E i 0 h t v - f 0 u r ( 84) I i n e a I fee t 0 f
adiustable ramos and One Hundred Seventv Three (173) Di les.
Iv) To Amend the approved relocation of a single travelift well
to construct a well that accommodates two (2) travel ifts;
v) To Amend the eXDiration date for construction of the orooosed
ProiectCs) to 06/30/92.
vi) To continue the Reconflouratlon Perimeter as shown on
attached SHEET NO. 10 - RECONFIGURATION PERIMETER which would
allow BREWER onlv to reconfloure the docks. Diles and ramDS
within this "envelooe".
v I I l
To relocate
approximately
forty feet
bulkhead.
an
30' x
(40')
existing
35' plus
from
upland club house facl I i ty
wood decking to be approximately
the proposed to-be-constructed
vi i il To construct a new upland in-ground swim~ing pool
approximately 25' x 45' together with associated decking,
fencing and screening approximately 40 feet from the proposed
new bulkhead and 110 feet from the subterranean bulkhead.
i x)
To construct a
approximately 70
new boat building approximately 110' x
feet north of the proposed bulkhead.
<Sheet 1 of 1)
120 '
NEll YORK STATE DEPARnmNT of !IlVIRONllEllTAL CONSERVATION .
PROJECT ~T REQUIREHENT QUESTIONNAIRE
The purpose of this questionnaire is to assist the applicant in determining what,
if any, Department Permit or approvals must be obtained before starting work on a
proposed project. If you are not sure if the action proposed is a regulated ac-
tivity or is within an area subject to Department regulations (tidal wetlands,
freshwater wetlands, etc.) contact our regional office for clarification. A pre-
application conference with our staff to obtain guidance in the Department t 8
permit application review process can be arranged.
ANSl/ER ALL QUESTIONS
NAMI! OF APPLIcANT. BREWER YAOiT YARD at GRErnPORr, Inc.
DETAILED PROJECT DESCRIPTION & LOCATION: ~kin'i1 :ll.m:>nrlmPnt-l!=:1 t-n N V ~ n R.r.
Ilodified Pemit #10-84-0766. SEE ATrACHED SUPPLEMENT.
1. Realtv Subdivision Approvals in Nassau County .lli. .!!2.
Does project involve subdivision of land into 5 or
more residential lots that will be served by a
public or community sewage disposal system? X
2. llininR Fermit.
Does project involve the mining and commercial sale
or off-site use of 1,000 tons of material within 12
calendar months (exeepting excavation or grading in
eonnection with on site e.onstruction or farming)? X
3. Air Contamination Permits
a) New or lfodified sources:
Does project involve the construction, modification
or operation of a boiler greater than 1 million
BTU/hr rated heat input. an incinerator or an in-
dustrial process. X
b) Indlrec t Source:
Does project involve construction or modification of
a highway. airport or a parking facUitY with 250 or
more spaces? X
4. Solid Waste Manaaement Permit
Does project involve the storage, transfer, processing
or disposal of solid wastes? X
5. Wild. Scenic & Recreational Rivers Permit
Only applies to certain lands within a ~ m.11e of
the Carmans River. Consult D.E.C. Regional Office
for exact determination.
6. Water Supply Permit
Does project involve the acquisition of land or coo-
struction of facUities for water supply or distri-
bution purposes?
7. LonR Island lieU Permit
a) Does project involve the conBtructi.on of a new
well or deepening or increasing the capacity of
an existing well to withdraw water at a rate
greater than 45 gallons a minute?
b) Will project require the temporary lowering of
groundwater levels for cODstruction purposes?
8. Protection of Waters Permit
a) Will project change, modify or otherwise disturb
the course. channel or bed of any stream clasB-
ified C(T) or higher? (Conault the Regional
Office for ClaSSifications).
b) Does project involve the temporary or per-
manent artificial obstruction of a natural
stream or watercourse?
c) Does project involve the eonstruct1.ou or re-
pair of a permanent dock, pier or wharf having
a top surface area more than 20D-square feet?
d) Does project involve any exeavation or placing
of fill in the navigable waters of the State
and adjacent wetlands?
NOT
~
x
,
X
,
X
X
I
.,
(
X !
.~
\
,
,
X
\;
X ,\\
'-:
!
j
.
-2-
d) Does project involve any excavation or
placing of fill in the navigable waters
of the State and adjacent wetlands?
9. Tidal Wetlands Permit
I. Will project be located:
a) in tidal waters?
b) ~thin 300 feet of either the land-
ward edge of a tidal wetland boundary
or a tidal body of water?
II. Will there he any subdivision of land or
physical alterations of land or water?
Exemptions to the above regulation location if:
1) Project will be located at a ground
elevation of 10 feet or higher above
mean sea level (excepting on the face
of a bluff or cliff).
2) A substantial, man-made structure
(such 89 a paved street or bulkhead)
100 feet or longer exists between the
project site and tidal wetlands or
tidal water. (Consult D.E.C. Regional
Office if unsure).
10. Freshwater Wetlands Permit
a) Will project area be within, or within 100
feet of a freshwater wetland or freshwater
body of 12.4 acres or larger?
b) Will project involve draining, dredging,
filling, excavating, erecting structures.
roads, utilities or other alterations or
placing any form of pollution In a wetland?
(Conault D.E.C. Regional Office if unsure).
11. Section 401--Uater Ouality Certification Letter
Does project or activity require a Federal Permit
or License? If so, this State certification may
be required prior to Federal approval.
12. State Pollutant Diacharae""Elim1nation Svstem--
(SPDES) Permit
Does Project involve;
a) A proposed subdivision of five or more units?
b) A proposed or existing discharge of 1,000
gallons per day of sewage or any discharge
of industrial or other_wastes to ground waters?
c) Any discharge of sewage. industrial or other
wsstes to surface water?
d) Any disposal of stormwater containing sewage
industrial or other wastes?
e) Any storage and disposal of potentially toxic
or hazardous wastes?
13. The following additional required D.E.C.permitB
have been applied for; -
Type of Application Application
Permit Number FilinR. Date
.
YES
.L
NOT
!!!2!!!!.
~
.L
x
x
x
x
x
x
x
x
-l{
X
X
X
Applicant's Name (if different on
application now being submitted)
14. List all other permits. licenses or approvals required by other agencies of
government:
Type of Permit Governmental Status
or approval ARencv
Pennit 1lIrendrrent Army corps Pending
Certification 1lIrendrrent N.Y.S.D.O.S. Pending
Penni t J\irendnent Greenport Pending
Penni t Amendment- Southold - Town Board Pending
Pennit ~y that the above information ia._'OJ!:~t~owledge.
Site Plan l\pproval 1lIrendrrent - Planning Soard Pending
~Y~'V.< ~~ ~~~~R :UTHOR~ZlID-WRESE!liAT: .
ohn Brewer, Jr., President
BREWER YACHT YARD at GREEM'ORI', Inc.
c:)~r:rr APPl..Ic..\TFPI CEEC:Q.IST
SW:'{IT FI'T!" ~.r:~i;1':A'IT:t ~:r.TI..A'IDS. TIDAL r1:TI.A.:r!)S & p;mT::r'rI0'~ OF ITt\T!'lS A.pnL!Cl.TII"''q.
e.
.
To avoid delay be sure all infornation indicated below
able) with your 9ubtl\ittal. If you have <<uestlons call
is included (where appl1c-
(516) 751-7o~0.
~T.rn!,fI'!"ITD:
eust include pro-
s'Pecific <ii1!1ens1ons~.
..lL-
1. "APl'LICATI\1~~ FOR.:[5" (in tr1't'llcate) Instruction! on reverse;
ject descrlption--state type of structure($) or work proposed &
areas. amounts, etc. involved. It also oust be signed.
2. "NA:1l! nF P!\EVIQUs LA.'!Il 011'1F.'i" ~T ~
J. "P~'::' n'G'f :-E...fiI r.....-1UiIl.Bl~:;r ......~.._.........{ _n
4. "AUTI!OTUZA':ION LE'ITD." (if applicnnt is other than owner)
5. "LOCATIO!l :1AP" (in triplicate) map of general location of project site suffic-
ient to locate the site; name roads. bodies of water, landmarks, telephone pole f,
C]..~tre~.addrese, etc. Copy of tax section t!U\1' is usually clearest. X--
;J1'fNI'oI 6. '~ ENVIP..mCmNTAL .\SSESmIE;1T FORH"('rf you're aware your project 1s a Type I
action as defined in SEQR, Art. 8, Part 617 request to" form, complete Pnrt I &
submit with application. This may be reQuired on such ~isted actions .. Subdiv-
isions, Coa.dominium8~ CoDDercial nevelo'Plftent, Hajor Beach Control t!ork, "tajor Dred-
RinR, r~ads, Brid~es.J ~
7. "Pl..AltSII (in triplicate) (five lets for projects listed in (1f. above). Plans need
to show area of wetland/waterway directly affected. Attach a statement as to feas-
able alternatives. Provide aa QUCh data as po.sible to clearly delineate project.
Show: dimensions, distances from fixed objects (monuments, adjoining structures,
centerline of road, etc.) F.1evations (existing & pro~osed); distances from re,ulat-
ed wetlands & watercourses. mean high water (~n~r). Additional data needed accord-
ing to tyre of structure(a), work or action proposed as listed below: S~ 1\~~
A. OONSTRUCTIOH/f.10RK in adjacent area e.~. buildings, accessory structures such
as pools. decke, tennis courts. etc., fill1n~, excavation (f.or excavation below MIDJ
aee dredging below) grading, clearcuttin~. roads, subdivisions, condominiums. On
a recent plan you must show:
(1) ~~~: line and/or wetland line, state how this was determined.
**(2) Specific location in outline of propose~ structure(s), work area(s)
subdivisions line, etc.
**(3) Show on plan: sanitary system(s) & dry well location with recent test
& distance to l~n: or wetland ed.e; data to shaw ~roundwater level.
""(4) If filling (a) amount in cubic yards; type of material & eource.
(b) eT.istin~ ~ proposed elevation must be shown on plan.
(S) The lot on plaus has been in 8inv.le & separate ownership since:
(DATE)
(6) Submit flood zone desiRDAtion; name, number and date of map.
B. BUu:m:All, REVE'l'!-lll:lT, RETAI:l1I1G ':ALL OR GABIO~ ehow 011 a recent eurvey: '"Mil'r
**(1) Location of proposed structure(s). ~: or wetland ed~e; state distances to
existinp, structure(s) e.R. house, road, property line, monument. ~
(2) Cross-sect. & Plan view of structure(s); type of material; ~], existing 6
proposed elevation. seaward & landward of proposed .tructure according to
USGVD. Show construction detail, state specific. di1l1ensiona. ..x....-
(3) Outline of excavation &/or fill. State ame., type & Bource of f11l. ~
C. DOCK. CA~rALK. PIZR. BRIner:. <ROAD STRUCTUltES on lite plan or survey:
**(1) Location of proposed atructure(s) in relation to MHP.--or wetland edRe. dis-
tancea to existin~ structure(s) i.e. bouse, road, property line. ~
(2) Croes-sect. & planview, show dimensions & elev. above ~ & wetland. ~
D. DREncIHG (reooval of material ~elou ~~ to establish or increase water depth)
(1) au plan: limits of dredgin8 referenced to land. adjacent to waterway. ~
**(2) On plan: outline limits of proposed spoil site. ~
(3) Spoil site owner'. auGhorization if different from applicant. ~
(4) CrOSS-Bect. view of area to be dred"ed & apoil area with dimensions & elev-
atiou. of existing & pro~o.ed depth. referenced to USGVD. ~
(5) Amount in cu. yds. type of material to be dredged (sand, sllt, fIlUck) .x........-
(6) :leal18 of dredginr, (hydrauliC, bucket, eec.)
E. JETTIES, GaoI:13, BR1!AKl/ATERS. FILLED !lOcy_~ NIl\
(1) Plan view abowing location,of structure(I). dimen.ioDe & diatances to MHQ ad-
jacent land. areal & existing structures within 100' of mean hiJth tl&ter._
(2) Crosa-sect. view of structure: dmenslona, elev., MI!!T, MLW,.1Uteri&ls _
(3) Profile elev. of structure relative to exi.tin~ landforms using usevn _
Po. "~.mC~-lT PHOTOS OF PROJECT 1.REA11 are: required (label with owner's U4!'!e) ~
~
x
proposed
~
hole.
~
~
.lL-
""'TOTE: LL'lITs nF 'IOU MUST BE ST.\l:J:D. LABEL SEAI1A:l.!l STAKES AT sI~r. ro.IO't TO 0"'1".
FIELD IllsPECTIQrI: I~ICATll BELO!I THAT SIn: '!AS ~EEN 0.. lIOT BEE'! STAFT.'l, ~. FIEL~
l'1sPECTIO!I 'IILL IlOT EE 'WlE UllTIL "".ITTE!/ :IOTICE IS RECElVEIl. slIO~' STAKE LOCATIO';
0'1 :>LA:/s.
STAFF.)
,lOT sTAl(D). l~ITTElI NOTICE sEIlT AT LATE:t DATll
APl'LICATIO:' IS I:IC'1~E'IT. tmTIL sTA!':I:It; IS DO;IE & WRI'I'!E;; :/OTICl! JiZCr.IVE!l.
r ~ John Brewer, Jr.
P~P"'1U:::S SIG!1ATllRE .A,1;Q;..L --: _, TITLE President
;U:PllEsIr.ITH: BREWER-Y.AGH'l'" YA.RD at C,RE]l;NPW1' , ~ U~I2~/~6
e-
APPE~DIX A
EAF
ENVIRD;lMElITAL ASSESSMEIIT - PART I
.
Project Information
NOTICE; This document is desiened :a assist in determining whether the action proposed may have I significant
effect on the env1~r.ment. P1e3se complete the entire Data She~t. Answers to these questions will be considered
as gart of the appli~ation for apprcval and may be subject to further verification and public review. Provide
any additional information you believe will be ne~ded to ccmoletp. PARTS Z and 3.
!t is expec~e~ tnat comolatian of.L~e EAF will be dependent on information currently available and will not
Involve n:w s_ud1es, research..r lnvestiaation. If information re~uirin9 suc~ addi:ion.1 work is un'V.'~ble
so f"d1ca~e and specify each lnstance. .
U~E OF PROJECT:
AGENT
NAME A~O ADDRESS O~ (If Different)
J::U:::)H'f...n:ro vn~ v:zrQO ;at f"'n~TDQ~, ~
DANIEL S. NATCHEz and ASSOCIATEs, Inc,
(Name)
AODRESS AND NAME OF APPLICANT:
~~ V11~ V~.'on ::Ji- ~tn:'I\ID("I'7Tl
a~ .
Tn,.,
(~?r~etF8a Reaa
Mamaroneck .
(P.e.)
Manhanset Avenue & Beach Road
(Street)
BustN:SS PNONE:
NY
(State)
(914) 698-5678
10543-4002
(Z,p)
Greenport
(P.O.)
NY
11944
(L,p)
(State)
DESCRIPTlO~ OF pqOJECT: (Bdefly describe type of pr'Oject or ac:ion) Amendment (s) to previously-approved
Master Plan Project(s) of excavation, bulkheading, naintenanCe-dredging and reconfiguration
of float.i1...';j pie:x ooscm61} r:rajcc-t (3) .
Also see attached Letter of Support dated 08/27/86 by DANIEL S. NATCHEz and ASSOC., Inc.
(PLEASE CO~PLrrE EACH OUES7lDI/ - Ind!cate N.A. If notapplic'ble)-
A. SiTE OESCRIPTIO~
1. General character of the land: Generally unjfo~ sTope ~ Generally uneven and rollfn~ Dr irre9ular
(Physical setti~9 of overail project. both deveioned and unjeveloo~d areas)
2. Present land use: UrD~n . Industrial . Commercial ~. Subu~a" _____I Rural
. Agriculture ,~r -----
- -
F'Jrest
3. Total acreage of oroject aroa:Jl2.0~cres.
Aoproximate acreage:
Presently After Completion
Meadow Or Brushland
.3~acres
Q~ 0_ acres
Presently After Completion
Hater Surface Area
2,3U acros
4,-95 ac'os
Forested
_acres
__Icres
Unvegetated (rock.
..r:h or fill)
8,67
_ae:-es
6.42
~acres
AQricuTtural
__a.eres
_acres
~etland (Freshwater or
Tidal ~s Der Articles
24. ,S o. ~.C_L.)
,35 acres
,35 acres
~oad5. buildinas
and other ~aved
sur:i!C~S
,40
_acres
35
~ac!'"es
Other (ind~cate ty~e) acres ______acres
4. ~Ihat Is oredomin.nt soil type(s) on oro;eo: ,ite? Coarse to fine brown sand & gravel, sorre silt.
- .:>.t:...e.. B.l..LiiC!u:.u ~uRr.
i. .:;''''e ther~ ~pdrock outcro,oincs on "Il"'o.ipo::: sit~? _Yp.s L-:'f(l
5.
t. ~hat is de~:h to bedrock?
9/1/;8
N/n
(~" leet)
6. A;=proximte ~ercentage .of ~rapased aroj.. site wi~h slooes: 0-10\i1e%-~; 1!'\-1.,: .:; 15: or
greater 'to 0
- -
Is project contiguous to~ or contain a building or site listed on the National Register of Historic
Places? ______yes ~No
7.
B.
9.
10.
Varieees: 3' 8" to 6' 5" below ground surface. SEE A'ITACHED LEITl
What is the depth to the water table? fe"t
Do hunting or fishing opportunities presently exist in the project area? ______yes ~NO
Does project site contaj~ any species of plant or animal life that is identified as threatened or
endanoered - _Yes ~Io, according tc ... Identify each species
11.
Are there any unique Or unusual land forms on t~e project site? (i.e. c1iffs, dones, other geological
formations - _____yes ~Na. (Describe
12.
Is the prpject site presently ysed by the corrrnunit~or neighborhood as an om M:tfefft"Ofi'Eallif
area - ~Yes _No. ProJect Sl.te prOVlues pUC.Ll.C access
Does the present site offer or inclu,de sceni,e vie\1s fro vis~s blown t~le~o~'iBetre cOll'munity?
-LYes _No Waterfront Vl.ews pI: Stl.r long J:lasm Wl. .
13.
recreational boat
ing.
14.
Streams within or contiguous to project area:
a. Name of stream and name of river to which it is tributary
Stirling Basin
15.
lakes, Ponds, ~et1and areas within or contigoous to project area:
Stirling Basin
+35
a.
flame
Size (1n acres)
; b.
16. What is the dominant land use and zoning classification within a 1/4 mile radius of the project (e.g.
Single family residential, R-2) and the scale of develooment (e.g. 2 story). 2-story RA-low denisty single
family residential and agricultural; WC7 - Waterfront ccmnercial and light industrial
B. PROJECT DESCRIPTION boat yards and marinas.
1. Physical dimensions and scale of project (fill in dimensions as appropriate)
a. Total contiguous acreage owned by project sponsor
9.77
acres.
b.
PrOject acreage develooed: 9-.42 acres initially; 9..42cres ul timate1y.
. - 3S tida,l wetlands
Project acreage to remaln und~veloped ~______.
c.
d. length of project, in miles: Nt1\.
(if acpropriate)
e.
If project is an expansion of existing. indicate percent~~!e!rrlion proposed: building square foot...
age ; developed acreage . SEE. JU..LA,l.:t1.tJJ!
Number of off-str"'t parking spaces existino 90-95 ; prooosed "2:.160
f.
g. Maximum vehicular trips generated per hour
t;-lO (uDon completion of project)
h.
If residential: Number and type of housing units:
~ne Family
N/A
Multiple Family
Condominium
Two Famil.v
Initial
Ultimate
i. If:
Orientation ~~
:!eighborhood-Ci tY4Regiort.n A.
Estimated Emoloyment
Comnercial
Industrial
j. Total height of tallest F1rooosed structure _~_.feet.
.2.
Approx.
(i.e. rCC~rth. etc.) will be removed from the Sit~
Total e.'<:cavation & rnaintenance-dredg.
N/II
720
tans
2.
How much natural material
3.
cubic yards.
How many acres of Vegetation {tre~sl shrubs, ground covers} will be ret"'Oved frof" site _ Q~Q9acres.
Will any mat~re forest (over laO years old) or other local1y-impo~ant vegetation be removed by this
project? ______yes ~No
5. Are thprr. any plans for re-v2getation to reglace that removed during construction? ~Yes _____~o
4.
6. If single phase ;)roject: Anticipated period of construction _months, (including demolition).
7. If m!Jl:;-~h~sed oroject: a. Total nlmloer of phases an~;cfgated ~No.
b. Anticioated date of commencement chase
d."",lition)
c.
Aoproximate comeletion date final ,;,ase lnJ:lth ..9.Dear.
X
Is phase 1 financially dependent on subseouent onases? _____yes _____No
~month ~yea. (including
Q6
d.
8. Wi11 blas:ing Occur during construction? ______yes ~NQ
9. Number of jObs generated: during construc:ion ~; after project is comolete 15 .
10. Number of jobs eliminated by this project ~orua.
11. Will project require relocation of any projects or facilities? ~Yes ______No. If yes, exalain:
Existing floating pier assemblies & travelift will be constructed a,ndreloca,ted,
12. I. Is surface or subsurface liquid waste disoosal involved? _Yes ~...o_
b.
If yes, indicate type of waste (sewage, industrial, etc.)
If surface discosaT name of stream into ~hich effluent will be
N~7\
(..
d; scha"Jed
N(i\
c.
13.
Will surface area of existing lakes, ponds, streams, bays or other surface ~aterways be increased or
decreased by croDosal? ~Yes ______No.
Is project Dr any portion of project located in the 100 year flood plain? ~Yes _____No
14.
15.
Does pr-oject involve discos.' of solid waste? -:2f-Yes _No Dredged III<\ter~l CSL
If les, ..n1 .n existing solid ".ste disncs.' faCility be used? _Yes ~-'-'Io 11a.teri:c\l.fSLplaced ,
upland; on-site and adjacent St, Agnes Ce!rtetery' prq>ert.j:e
If yes, give name: Ii)\ : locat1on U /.... .
I /.....
d. tlill any wastes not go ;nto"a sewage disoosal system or"into a sanitarylandfil1?
b.
a.
c.
Yes
_~No
16. Will ornject USe herbicides or p~sticides? _____yes ~'a
17. Will project routinely produce odors (~re than one hour oer day)? ______yes ~No
lS. Will project produce ooerating noise exceeding the local ambience noise levels? ______yes ~No
19. ~ill project resuit in an increase in energy use? _____yes ~NO. If yes, indicate type~s)
20.
2l.
22.
If wate~ sUDoly is from wells indicate Dumcing caoacity ~;ll\
ga 1 s/lIli nute.
Total anticicated water usage per day _N(.A_Qals/day.
Zoning: a. What is dcninant zoning classification of site?
b. Cur~ent sce~ific zoning classifiCation of site
W:-Wa,terfront CCI\lI)e.rC;La,l---Green~rt
C-oLigfit Industr;La,l .. SoutlJold
c. !s crooosed USe co~sistp.nt with oresent zoning?
C-T.i '$Tht Ihdu.c;trial
Yes
d. If no, indicate desired zoning N/A
-J-
26. Approvals: a.
Is any Federal penn; .~~ red? -X...-Yes _No
b. Does project involve State or Federal funding or financing?
e~ Local and Regional approvals:
Approval Required
(Ves, No) (Type)
AMENDED
City, Town, Village Board Yes..- P~nTlit-
City, Town, Village Planning Soard Yes- .'\f!lj3rffi;al
City, Town, Zoning Board bIo--
City, County Health Department N&-
Other loc~l agenciesl'own Tmlstees ~ ppl'mit-
Other reg10nal agencles N~
State Agencies ~ ~e:s
Federal Agencies Yes....
Greenport-Brd. of Trustees Yes Pe t
C. INFORMATIONAL DETAILS
.
_ _Ves -L-No
Submittal
(Date)
Approval
(Date)
08/28186 PPT1ding
gg/Jg/86 n
08128;186
, ,
n86
86
86
n
n
..
Attach any additional information as may be needed to clarify your project. If there are or may be any
adverse impacts associated with the proposal, please discuss such impacts and the measures which can be
taken to mitigate or avoid them.
PREPARER'S SIGNATURE:. ~. ~ "'
,oJ ~r. ,
TITLE: sident
REPRESENTING: RREWF.R YACHT YARD at GREENPORl', Inc.
08/28/86
DATE:
.'
-4_
.-
.
EAF
ENVIRONMENTAL ASSESSMENT - PART II
Project Impacts and Their Maqnitude
General Information (Read Carefully)
- In completing the form the reviewer should be guided by the question: Have my decisions and determinations
been reasonable? The reviewer is not expected to be an expert environmental analyst.
- Identifying that an effect will be potentially large (column 2) does not mean that it
si,nificant. Any large effect must be evaluated in PART 3 to determine significance.
'ef act ;n column 2 simply asks that It be looked at further.
- The Examoles provided are to assist the reviewer by showing types of effects and wherever possible the threshold
of magnltuoe that would trigger a response in column 2. The examples are generally applicable throughout the
State and for most situations. But, for any specific project or site other examples and/or lower thresholds
may be more appropriate for a Potential large Impact rating.
is also necessarily
By identifying an
- Each project. on each site, in each locality, will vary. Therefore, the examples have been offered as guidance.
They do not constitute an exhaustive list of impacts and thresholds to answer each question.
- The number of examples per question does not indicate the importance of each question.
INSTRUCTIONS (Read Carefully)
a. Answer each of the 18 questions io PART 2. Answer Yes if there will be!!!i:. effect.
b. Maybe answers should be considered as Yes answers.
c. If answering Yes to a ouestion then check the appropriate box (column 1 or 2) to indicate the potential
size of the imoact. If impact threshold equals or exceeds any example provided, check column 2. If
impact will occur but threshold is lower than example, check column 1.
d. If reviewer has doubt about the size of the impact tfIe!1 consider tne imoact as !,otentially large and
proceed to PART 3.
e. If a potentially large imoact or effect can be reduced by a change in the prOject to a less than large
magnitude. place a Yes in column 3. A No response indicates that such a reduction is not possible.
1. 2.. 3.
NO YES
08
SMAll TO POTENTIAL CAN IMPACT BE
MOOERATE LARGE REDUCEO BY
IMPACT It<PACT PROJECT CHANGE
- - -
,
- - -
- - -
- - -
-*- - -
-1L - -
- - -
IMPACT ON lANO
1. WIll THERE BE AN EFFECT AS A RESULT OF A PHYSICAL CHANGE TO
PROJECT SITE?
txamoles that Would Aoply to Column 2
Any construction on slopes of 15: or greater. (15 foot rise Der
100 foot of length), or where the general slopes in the project
area exceed 10%.
Construction on land where the depth to the water table is less
than 3 feet.
ronstruction of caved oarkinQ are~ F~r 1.~:~ or more vehicles.
,
Censtruction on land where bedrock is ex~osed or generally
within,3 feet of existing ground Surface.
X- Construction that will continue for more than .vear or involve
more than one ~hase or stage.
x
Excavation for mining ~urposes that would remove more than 1.000
tons of natural l!'Iat~r;al (i.e. rock or soil) per Year.
For recreational boating pUJ:p:>ses .
Construction of any new sanitary landfill.
-5-
.
Construction in a designated floodway.
..x Other fmpacts:Toooaraohv of ProiectCsl Site will
improved & church properties will be enhanced
N'J
2. WIll THERE BE AN EFFECT TO ANY UNIQUE OR UNUSUAL V.NO FORMS IX\r"\
FOUND ON THE SITE? (f.e. clfffs, dunes, ~eolo~fcal forma- ~
tklns. etc.) . .
Specific land forms:
IMPACT ON WATER
NO
3. WIll PROJECT AFFECT ANY WATEP. BODY DESIGNATED AS ..........~
PROTECTED? (Under Artfcles 15, 24, 25 of the Enyfr- \2Y
onmental Conservation law, E.C.L.)
Examules that Would Apply to Column 2
Dredging more than lD~ cubic yards of material from
channel of a protected stream.
Construction in a designated freshwater or tidal wetland.
Other impacts:
4. WIll PROJECT AFFECT ANY NON-PROTECTED EXISTINr. OR NEW NO
BODY OF HATER? ................. ..................... .:....0
Examoles that Would Apply to Column 2
A 10% increase or decrease in the surface arel of any body
of water or more than I 10 acre incTease or decrease.
Construction of I body of water that exceeds 10 acres of
surface area.
X Other fmnacts: project<s) will enhance recreation
- opportunities by Creating a trapizoidal shaped
boaL ba.!i1~ app.L6.A. 77,440 Ocj:. rL. HO
5. Will PROJECT AFFECT SURFACE ~R r,ROUND"ATER nUALlTY? 0
Examole. that Hould Apply to Column 2
,
Project will require a discharge pel"TlJft.
Project requires use of a source of water that does not have
apDroval to serve ,roposed project.
Project requires water supply fram wells with greater
tha~ ~5 gallons pel" minute ,umping capacity.
Construction or operation causing any contamination
of a public water sUDply system.
Project will adversely affect groundwater.
Liquid effluent will be conveyed off the site to
facilities which presently do not exist or have
inadequate capaCity.
Project reQuiring a fac;ltty that would use wate!" in
excess of 2f'l.OOO gallons per do.v.
_ Project will likely cause silution or otner discharge
. into an existing b:dy of water to the extent that tnere
will be an obvious visual contrast to natur.l conditions.
-<-
.
1. 2.. 3.
~.All TO POTE.'iTIAl CAN I~PACT BE
,,",OERA TE L~RGE REDUCED BY
I"PArT IHPACT P~OJECT CHANGE
- - -
be X
- -
.
YES - - -
- - -
- - -
YES
C
- - -
- - -
- - -
- - -
YES
0
- - -
- - -
al X
- - -
YES - - -
C
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
.-
Other I..oacts: See previously sul:mitted letters
f - H2M dated 01/31/84 & Suffolk COlmty dated
6. IIIL~~nJECT ALTER DR~INAr., FL~I!. p~m~~ls OR s,~1.?F~~A'NO YES
RUNOFF? ................................................... 00
Exam!)le that '"!ould Il..,ply to Calum 2 ,
Project would ;rrl')ede flooe! water flows.
Project is likely to cause substantial erosion.
Project is fnco~patible with existing drainage patterns.
...x..
Other
c1r~;n~gp
fmpacts:PrQject (",1 wi 11 in:proVF'
patterns and flows.
IMP~CT ON ~lR
110 YES
7. WILL PROJECT AFFECT AIR DUALITY?....... ...................0 0
F.xamDles that Would Apply to Column 2
Project will foduce 1.~OO or more vehicle trips in any given
hour.
Project will result in the incineration of rr.:Ire than 1 ton
(4f refuse per hour.
Project emission rate of all conta~fnants will exc~ed 5
lbs. Der hour Dr a heat snurce ~roducin9 mor~ than 1~
million BTU's per hour.
Other fmelets:
IM~ACT ON DlA~TS AND ANr~ALS
B. WILL PROJECT AFFECT ANY THREATENED OR ENDANGERED SPECrES?
~ YES.
GO
Examoles that Would Apoly to Column 2
Reduction of one or more species listed on the New York
or Federal list. using the site. over or near site or
found on the site.
Removal of anv oor~ion of a critical Qr siQnificant wi1d~
life /l.bit.1t.
AD~licat;nn of Pesticide or ~erticide over more than
t,,'ic~ a yea,. ott'ter th:1n for 4l.j.,.:",.ut.u".l P"'rpoi"~s.
I)t;l~r ir.'lpacts:
9. ~ILL PROJECT SUBSTA:/TIALLY AFFECT rJON.THREATE:IED OR NO YES
E~DANGEREO SPECIES? .......................................00
Examole that Would Apoly to Column 2 ,
rl"'Oject would SUbstantially inte~fere with an:-- resident
or migratory fish or wl1dl;fe species.
Project reauires the rp.moval of ~ore than 1~ ac~e5 of
mature forest {over l~n ye~rs in ane) 01'" other locally
;moor-tant vegetation.
-7-
1.
.
.'2..
3.
~~LL Te POTENTIAL CAll Il1PACT BE
DERATE LARGE REDUCED OY
::~p~;::- ["04CT PROJECT CHANGE
- - -
- - -
- - -
- - -
- - -
-X.. - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
.
- - -
- - -
1.
.
2..
:3
--
EX<.lmnles that HouTd A:lply to Column 2
W} Y
GO
"ALL T~ oeTE/mAL CMI WPACT BE
CDERATE LARGE REDUCED ~Y
rJ.lp~Ci I~f.r~Cr PR~JECT C!~~r~GE
ES
- - -
.
- - -
- - -
- - -
- - -
S
- - -
- - -
- - -
- - -
S
- - -
- - -
X
- - -
- - -
- - -
- - -
- - -
- - -
P'''flCT en ~'rS~'"L Q':S~:!RCE
1~.. tHLL THE PD(lJfCT ~FrEC7 VIWS:. "ISTAS C:l T!lF Vl~\(l!\L
CJ.4..8.lt4CTER OF THE jlF.IGHa/,)R~I)IJO 1Jr. CO~""I~IITV? ..............
An incompatible visual affect caused by the intro~uctio"
of ne\., mater-ials7 colors and/or fonr:s in contrast to the
surroundin9 landscape.
A oroject easily visible. not easily screened, that is
obviously different from oth~rs around it.
Project wilT result in the eli~ination or major
screening of scenic views or vistas known to be
important to the area.
Other impacts:
IMPACT ON Hr~TDRIC RESOURCES
11. WILL PROJECT IMPACT ANY SITE OR STRUCTURE OF HrSTORIC, NO YE
PRE-HI~TO.IC OR PALEO/ITDr-rCAL II'rOPTANCE? .................<:) 0
Examoles that I;auld Aool.v to Colur.n 2
P\"'t'ject occurino wholly or nartially within or contiguous
to any facility or site listed on the National Renister of
historic ~laces.
Any impact to an archeological site or fossil bp.d located
within the project site.
I)ther im,acts:
I"PACT ON OPEN SPACE & RECREATrOn
12. WrLL THE PROJECT AFFECT THE OUA/ITfTY OR QUALITY OF EXISTWG NO YF.
OR FUTURE OPEII SPACES OR RECRE.ATIO/IAL OPPORTU~I!TIES?..... 0 €)
Examoles that Would Aoply to Column 2
rl1e pernane"t foreclosure of a future recreational oDoortunit:,.
A major redUction of an open space important to the community.
X Other imoact': Will increase public access to water-
f:EeI..l, ana J::ea~tisIl6.l OOatin~ 5}:..'f>v.LkuGds.
I.oACT ON TRANS'ORTAT/O~
13. HILL THERE BE AN EFFECT TO EXrSTHIC TRANSPORTATION
SYSTE"S? .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .
Examoles that Would ~~~ly to Column 2
Alteration of present pat~erns of r.lOvement of reople'
and/or goods.
NO YES
00
Project will result in severe traffic ~roblems.
Other iJr.pacts:
-8.
.
.
1
~
~
SMALL TO pnTE~T!.4L CArl IMPACT CE
NODERftTE LAD.GE REDUCED BY
IMPACT I'IPACT PROJECT CHANGE
ES
.
- - -
- - -
- - -
- - -
S
- - -
- - -
- - -
- - -
- - -
- - -
S
- - -
- - -
- - -
t --X. - -
- - -
IMPACT ON ENERGY
14. WILL PROJECT AFFECT THE COMMUNITIES SOURCES OF FUEL OR NO Y
ENERr,y SUPPLY? ...... .............. ..................... "e:>O
Examoles that Would Apoly to Column 2
Project causing Qreater than 5: increase in any form of
energy used in municipality.
Project recuiring the creation 01" extension of an energy
transmission or supply system to serve more than 50 sinqle
or two family residences.
Other impacts:
IMPACT ON NOISE
lS. WILL THERE BE OBJECTIONABLE OOORS, NOISE, GLARE, VIBRATION NO YE
or ELECTRICAL DISTURBANCE AS A RESULT OF THIS PROJECT? ....00
Examo1es that Would Aoo1y to Column 2
Blasting within 1,500 feet of a hosoital, school or other
sensitive facility.
Odors will Occur routinely (more than one hour per day).
Project will oraduce ooer~ting noise exceedinn the
local ambient noise levels for noise outside of structures.
Project will re~ve natural barriers that would act as a
noise screen.
Other if.1pac:s:
II"PAC m! HEALTH & HAZARDS
16. !iILc PPOJECT AFFECT PUBLIC IIEftLTH ANO SAFETY?
~IO Yf
.............00
E'xampj~s that l~ou1d "'pply to Column 2
~
Pr:Jject will cause a risk of ex.,losion or release of hazardous
substances (i.e. oil. pesticides. chemicals. rapiation. etc.)
in the event of accident or uoset conditions. or there will
he a Chronic low le~el discharge or e~ission.
Proj~ct that will result in the burial of "hazardous wastes"
(i.e. toxic, poisonous, highly reactive. radioactive, irritating.
infectious, etc.. includinq wastes that are solid. semi-solid.
liquid or contain gases.)
Storace f'acilit;!="s for one million or more 9al1ops of liouif'ied
natural gas or :Jthe!'" liauids.
1L 0ther ;moacts: Proiect(sl will allow saf",r navigntion a
low tides by restoring previoUSly--exi.sting depths
Iv.!. <keJ,' mctfL LvaL". 1'.!.vj""Lc,,) will Ilt!J.jJ pLutect
public health by providing needed purrpout facilities.
-9-
.
IlALL Tn
OOERJ'.TE
!I'PACT
POT
L
!IlP.~CT
N IMP BE
REOUCEO BY
PROJECT CHANGE
IMPACT Ofl GROWTH AND CHARACT,R OF COflllUNlTY OR "EIGHRnR~noO
17. WILL PROJECT AFFECT !ME CHAPACTEQ OF THE EXISTING NO YES
CO~UNlTY? ................................................00
Example that Would Apoly to Column Z
The population of the City, Town or Village in which the
project is located is likely to grow by more than 5~ of
resident human population.
The municipal budgets for capital expenditures or opera-
ting services wiTl increase by more than 5% per year as a
result of this project.
Will involve any ,ermanent facility of a non~agricultural
use in an agricultural district or remove nr~me agricultural
lands from cultivation.
The project will replace or eliminate existing facilities,
structures or areas of historic importance to the community.
Development will induce an influx of a particular age
group with special needs.
Project wilt set an important precedent for future projects.
Project witt relocate 15 or more em~loyees in one or mere
businesses.
Other imoacts:
SO YES
18.
IS THERE PUBLIC CONTRCVfRSY CONCERNING THE PR~JECTl
.......<:)0
Examales that Would Apply to Column 2
Either government or citizens of adjacent communities
have expressed oeposition or rejected the proiect or have
not been contacted.
Objections to the nroject from within the communi tV.
IF MY ACTION It: P.~RT 2 IS IDEIITIFIED AS A
P~TE"TIAL LARGE IMPACT on IF YOU C~NNOT DETERM[NE
THE MAGNITUDE OF IMPACT, PROCEED TO PART 3.
PORTIONS OF EAF COMPLETEO FOR THIS PROJECT:
DETERMINATION PART I _ PART Il _ PART 3_
Upon I"ev;ew of the infonnation recorded on this EAF (Parts 1 t 2
...and 3) and considerinq both the maanitude and imnol"tance of each
impact, it is reasonably determined that: PREPARE A rIEr-..HIVE DECLARATION
A. The project will result in no major impacts and. therefore. <9 SEE .ATI'A.CHED.
is one which may not cause significant dama~e to the environment.
8. Althou!:lh the project could have a significant effect on the
environment, there will not be a significant Po/fect in this case PREPARE ~ NEr~TIVE nECLARATION
because the mitigation measures described in PART 3 have been 0
included as part of the oroposed project.
C. The project will result in one or more major adverse impacts PREPARE POS[TIVE OECLARAT[O" PROCEEO WITH EIS
that cannot be reduced and may cause si~nificant damage to 0
the envil"onment.
Oate
Signatureof R~sponsible Official in Lead
Agenc.v
Signature of Pre~arer (if different fl"om resnonsibJe officer) Pr;nt or :y~e na~e of responSibl~
official
in Lead i\ge:'lcv
.
.
BREWER YACHT YARD at GREENPORT, INC.
Town of Southold
Vi Ilage of Greenport
PROPOSED EXCAVATION. BULKHEADING. RELOCATION
OF TRAVEL 1FT WELL. MAINTENANCE-DREDGING.
and RECONFIGURATION of FLOATING PIER ASSEMBLY PROJECTCSl
ENVIRONMENTAL ASSESSMENT
New York State Department of Environmental Conservation
NEGATIVE DECLARATION
The proposed ProjectCsl at BREWER YACHT YARD at GREENPORT, INC..
previously approved on 03/22/85, wi I I have NO adverse environmental
impacts of effects on: the Applicant's property being excavated; the
area being maintenance-dredged; the proposed relocation siteCsl, or
the surrounding upland. wetlandCs), and water areas. In fact. the
proposed ProjectCsl wi I I have a significant positive impact by:
increasing recreational activities and opportunities, allowing safer
uti I Ization of the existing waterways; protecting existing wetlandCs);
providing additional job opportunities; and improving the overal I
aesthetic quality of the marina and neighboring propertyCiesl.
~~_.~
~hn -;;~er, J\.. President
BR ACHT YARD at GREENPORT, In c.
Date:
08/28/86
E'\'CO ~'l' ~
- oFe .- o~,t,t,
. ."..1>\,\" "
APPLICATION FOR DEPARTMENT 0 E A~~,t~I~J9~6/ _OM PRO VAL NO. 0702-0036
(33 CFR 325) Expires 30 June 1986
The Department of the Army permit program is authorized by Se~ .LV of the R"iVer 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 WIl1'U~~
and the transportation of dredged -naterial for the purpose of dumping it into ocean waters. Information provided o~ I
used in evaluating the application for a permit. Information in this application iI made a matter of public record thr
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 isau~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 (aee 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 bit a..i,n~d by Cor-p.) 3. NAME, ADDRESS. AND TITLE OF AUTHORIZED AGENT.
M:xlified pennit #13490 - AMENDED DANIEL S. NATCHEZ and ASSCCIATES, Inc.
555 AIda Road
Mamaroneck, NY 10543-4002
2. NAME AND ADDRESS OF APPLICANT Talephone no, during business hours
BREWER YAalT YARD at GREENPORl', Inc.
Manhanset Avenue & Beach Road A/C 914 ) ';ClR ~';7R (R.dd~nc.)
Greenport, NY 11944 A/C914 ) 691;l-567Q (Offla)
Statement of Authorization: I hereby designate and authorize. DANIEL S.
NATCHEZ and ASSCCIATES, Inc. to act In my behalf.s my
Telephone no, during bUlinass hours agent in the processing of this permit application and to furnish, upon raquast.
supplementlll Information In support of the application.
A/C ( 516) 477-q<;q4 (Rc.idencc) SIGNATURE or ~T DATE
AIC ( I (Office) . '.. ~.L,( \ 08/28/86
,/ .j -
, .,
4, DETAILED DESCRIPTION OF PROPOSED ACTIVITY
4a. ACTIVITY
SEE ATI'AOIED SUPPLEMENT and letter of Support dated 08/27/86 by DANIEL S. NATCHEZ and
ASSCCIATES , Inc.
4b. PURPOSE
SEE ATI'AOIED SUPPLEMENT and letter of Support dated 08/27/86 by DANIEL S. NATCHEZ and
ASSCCIATES , Inc.
4c. DISCHARGE OF DREDGED OR FILL MATERIAL
SEE ATl'ACHED SUPPLEMENT and letter of Support dated 08/27/86 by DANIEL S. NATCHEZ and
ASSOCIATES , Inc.
ENG FORM 4345. ADr 83
EDITION OF 1 OCT 7115 OBSOLETE
(Proponent: OAEN-CWO-N)
.PPLENENT to
Application fo perlman' of the Army Permit
(33 CFR 325)
ENG FORM 4345
.
BREWER'S YACHT YARD at GREENPORT, INC.
4. DETAILED DESCRIPTION of PROPOSED ACTIVITY
48. ACTIVITY
I) To Amend the approved On. Thousand One Hundred Ninety Five
(1,195) Iln..1 f.et of bulkheadina to 8DDfoxlmatelv One
Thousand One Hundred Thlrtv Five (1.135) IIn..1 '..t of
bulkheadlng. Including One Hundred Tan (110) lineal f..t of
aubl.trane.n bulkhead.
I I) To Amend the approved Fifty Five Thousand Two Hundred Fifty
Cubic Vards (55.250 Yd..-) of excavation tor One Hundred
Fift..n Thousand Eight Hundred Twenty Five Square Fe.t
(115.825 Ft..) to 8DDroxlmatelv Fortv Four Thousand Ninetv
Cubic Yards (44.090 Yds .J of excavation for Eighty Six
Thousand Three Hundred Sixty Five Square Feet (86,365
Ft.-" and
I I I) To Amend the approved One Thousand Four Hundred Twenty Five
(1,.25) lineal teet of main docks and Two Thousand Nine
Hundred Fifty Five (2,965) lineal feet of finger piers (in
varying widths from 4' to 8'), with Three Hundred Twenty Four
(324) I Ineal feet of adjustable ramps and Ninety Five (96)
piles to One Thousand Seven Hundred Thirty Five (1.735)
I ineal feet of main docks and Two Thousand Eiaht Hundred
Fortv (2.840) lineal 1eet of flnaer Diers (in varYlna widths
from 4' to 8'). with Eiahtv-four (84) lineal feet of
adiustable ramDS and One Hundred Seventy Three (173) Diles.
Iv) To Amend the approved relocation 01 a .Ingle travellft well
to construct a well that accommodate. two (2) travellfh,
v) To Amend the eXDlratlon date for construction of the DroDoaed
Proiect(s) to 06/30/92.
vI) To continue the Reconflauratlon Perimeter as shown on
attached SHEET NO 10 - RECONFIGURATION PERIMETER which would
allow BREWER only to recon11aure the docks. Diles and ramos
within this DenveloDeD.
4b. PURPOSE
Amendment(s) to previously-approved Master Plan Project(s) for
upgrading and expanding BREWER'S facility. Including Excavation,
Bulkheadlng. Maintenance-Dredging and Reconflguratlon of Floating
Pier Assembly Project(s), to provide .afer navigation, prevent
erosion and provide more access to the public to the waterfront
for recreational boating and other recreational waterfront
activities.
4c. DISCHARGE of DREDGED or FILL MATERIAL
There will be a total of approximately Fifty-Four Thousand Six
Hundred Cubic Vards (54.600 Vds..) of material removed from the
Projeet(s) .Ite. This Includes approximately Forty-Four Thou.and
Ninety Cubic Vards (44,090 Vds..) of material being excavated
from the proposed boat basin. and approximately Ten ThOUsand Five
Hundred Cubic Vards (10,500 Vds..) 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 (3) different lOCations. The proposed disposal
sites are: 1) On-site disposal of approximately 2,600 to 3.600
Cu. Vds.1 2) Approximately 10,000 to 11.500 Cu. Vds. will ~e
deposi ted In St. Agnes Cemetery located Immediately west and
adjacent to BREWER', property to Increase the average ground
elevation by approximately 2' to 4'1 and 3) Approximately 42,100
Cu. Vda. will be deposited on an undeveloped 11.8 acre site In SI.
Agnes Cemetery, adjacent to BREWER's on the north side of
Manhanset Avenue. No fill will be placed within twenty-five feet
(25') of any freshwater wetlandCs) and a snow fence wi I I be placed
during construction to delineate such welland(s) (see SHEET NO. 12
PROPOSED EXCAVATION & OFF-SITE DISPOSAL AREAS, Existing
Topography; SHEET NO. 13 PROPOSED TOPOGRAPHV of RELOCATION
SITES, and SHEET NO. 15 - ON-SITE DISPOSAL & GRADING PLAN).
5. NAMES AND ADDRESSES OF ADJOINING PROPERTY 0
RS, LESSEES, ETC., WHOSE PROPERTY ALSO A
NS THE WATERWAY
West - St. Agnes Cemetery
St. Agnes Ol.Urch
Greenport, NY 11944
East - Town of Southold
53095 Main Road
Southold, NY 11971
6. WATERBOOY AND LOCATION ON WATERBODY WHERE ACTIVITY EXISTS OR IS PROPOSED
Greenport Harbor - Stirling Basin
7. LOCATION ON LAND WHERE ACTIVITY EXISTS OR IS PROPOSED
ADDRESS:
Manhanset Avenue. & Beach Road
STREET, ROAD, ROUTE OR OTHER DESCRIPTiVE LOCATION
Suffolk
COUNTY
New York
STATE
11944
ZIP CODE
village of Greenoort/l'own of Southold
LOCAL GOVERNING BODY WITH JURISDICTION OVER SITE
8. I. any portion of tt',a activity for which authoriution is sought nOI/ll completa? 0 YES NO
If answar i. ..Y.... IIlv' ree.ons. month and yur the activity was completed. Indicate the e.isting work on the drawings.
9. List ell epprovals or certification. and denials recaived from other federal, interstete, stete or local agancies for any structures, constructiOn,
discharges or other activities described In this application.
ISSUING AGENCY
N.Y.S.D.E.C.
N.Y.S.D.O.S.
Greenport
Southald
Planning Brd. Site Plan Ap.AIrend.
Brd.of Trustees pennit AIrend.
Town Board Pemi.t AIrend.
TYPE APPROVAL
pennit AIrend.
Con. Cert.AIrend.
pennit AIrend.
IDENTIFICATION NO.
DATE OF APPLICATION
08/28/86
.08/28/86
08/28/86
DATE OF APPROVAL
Pending
Pending
Pending
DATE OF DENIAL
08/28/86
08/28/86
Pending
Pending
, 0, Application I. hereby made for a permit or permits to authoriza the activities described hare in. I certlfV thet I am familiar with the Information contained In
thIs application, and that to tha best of my knowledge and belief such information I. trua, completa, and accurate. I further certlfV that I po..... the
authority to undertaka the proposed activitla. or I am ,ctin;.. tt'le duly ,uthorized ,gent of tt'le applicant.
~~ '
') \ ~ Oe/2$3/S6 '% 4~./' gS'JS'llli
~AA B't-~~~Pj'tC;~Npres\dent ' DAte , '.?oame'lG~T\!fa'tgM~~NPresi\ient Dim'
BREWER YACHT YARD at GREENPORl', Inc. DANIEL S. NATCHEZ and ~S~, Inc.
The application must be signed by the person who desires to undertake the proposed activity (applicant) or;t ,nqy be signed by G duly
authorized agent if the statement in Block 3 has been filled out and signed. \J
18 U .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
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false.Jfictitious or
fraudulent statement or entry. shall be fined not more than $10.000 or imprisoned not more than five years, or both.
Do not send a permit processing fee with this application. The appropriate fee will be assessed when a permit is issued.
SUPPLEMENT TO ENG FORM-4345
Complete and submit, along with material. requested below .rid executed ENG
Form-4345, "Application for a DA pemi t". If necessat'Y, continue item on an
additional sheet. Identify entt'Y by item number.
2.
GENERAL
Period of time required to complete the proposed work. !loth actual work time and
duration .of the project are required (i.e., three weeks of work time over a two-
month eriod. .
Information characteristic of neighborhood (i.e., high, medium, or low density;
residential, commercial, or industrial).
Lc:7N density residential & Waterfront eamrercial - marinas, lx>at yards, tee.
1.
.
3. Types of adjacent marine structures and approximate distance fro~ the project site.
Adjacent bOat basin (J:nllkhead and pile anchored floa1?>l - approx. 600' west.
4. Distance to noise sensitive areas (i.e., schools, hoapitals, etc).
Hospital - approx. 1,200' wouthwest (across stirling Basinl
School - approx. 5,000' south (across Stirling Basin)
School - approx. 8,000' north
5. Types of constrUction equipment to be used during constructinn and number of each
type (i.e., ~ulldozers, trucks, cranp.s, etc).
,
Backhoe; 2-3 trucks; piledriver; clamshell and barge' fnd/or drageline dredge operation.
6. Submit representative photographs, color.if possible, of the project area.
Identify pictures (i.~., view from n~rth, east, etc." time and s'l&t~. Out-.
7. Indicate on your project plans and on photognphs of the si't..(s) the IDcatinn nf any
wetlands vegetation (such as cordgrass, raedgrass and cattails) in the construction
area. Identif hoto ra hs as indicated in box 6. SEE ~
8. Indicat~ the location of an~ known historical or archaeological site(s) within the
project limits.
None known.
</.
Submit copy of any completed environmental studies or reports on the p~~oserl
projec t. See attaChed Ietter of Support ~ted 08/27/~6 by DANIEL. S. NATOlEZ and ASSCf-.,
Discuss !llternatives to the proposed project whicl. were investigate including
alt~rnattve locatinns, disposal areas, construction techniques etc. ahd why they
were rejected.
See attached Letter !Jf Support dated 08/27/86 by ~ S. NATOIEZ and ASSOCIATES,. Inc,
. c.
L
10.
~
I
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,
DREDGING - UPLAND DISPOSAL
ll. Submit srecific locations and photographs, color if possible of the proposed
~~1~~~t :;or.. t~~vd~po~tion of dredged material. Identify ad photographs as
12. Describ~ the present land use of the disposal site(s).
1) On-site disposal - boat yard and ~cial marina operation
2) St. Agnes, West - existing cemetery
3) St. Agnes North- future cemetery (currently undeveloped)
13. Indicate physical na.ure of dredged material (i.e., sand, silt, clay e tc). Give
percentages of the ~ari~us frac tions, if available.
Sandy with seane silt and small percentage of clay and gravel.
14. Fpr maintenance ~redging, DA permits are generally issued f~r a 10 yur pedod.
Indica te the n~ber of times dredging is anticipated over a 10 year period and .
the total capacity (cubic yards) of the prnp?sed disposal ~lte(~l w~c~~e
used to accornmoda te the dre~ged ma tert~ 1. Mam~enanoe~edgmg w:L 1 eI}
3-4 times over a ten-year perl.oo. CapaCl.t:y of disposal Sl.te - N/A. Dredged materl.al(~)
will be mixed with uPland excavated materialCs) and used as fill. SEE A'ITACHED.
15. Describe method ~f dredged material containment (i.e., embank~ent, bulkhead, etc).
Earth embankment: Dredged material will be deposited on-:site, semi-dried, mixed with
excavated material (sl and then relocated. SEE A'ITACHED.
DREDGING - OPEN WATER DISPOSAL
L6. For maintenance dredging, DA Permits are generally issued for a In ypar pedod.
Indicate the number of times dredging is anticipated over a 10 year pedod.
17. Submit required testing data (testing criteria wi 11 be furnished upon request).
18. Discuss alternatives to open water disposal of dredged material and why they
were rejected.
.
MOORING FACILITIES
19. Number of water craft using the present marina fadlity. Are pumpout facilities
available? l\pprox. 90-94 recreatioru3.1 boats. No purrpout facilities currently provide .
20. Number and type of water craft which will utilize the proposed marina or docking
facility. Will purnoout facilities be provided for? Approx. ~70~80 recreat~onql
boats . Pumpout facilities will be provided.
LAND FILL -
n_
21. ~~.
Indica te type of structures to be buH t on the proposed fill Mausoleum structures
~
22. to be used (i.e., -
Type of fi 11 sand, stone, rubble, earth, etc).Gravel, sand, silt
r .,
23. Method of fill placement. I
Dulrq? truck (s 1 .
24. Describe any proposed methods for controlling turbidity during filling operation.
N/A - All material (5) will be placed upland
Absolutely no fill will be placed on or within 25' of any MIlW Line.. ' SEE .ATI'ACHED.
.
..
th
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BREWER'S YACHT YARD at GREENPORT, INC.
PROPOSED AMENDMENT(S) to PERMIT .13490 for
EXCAVATION. BULKHEADING. MAINTENANCE-DREDGING and
RECONFIGURATION of FLOATING PIER ASSEMBLY PROJECT(S)
'Stirling Ba.ln
Village of Greenport
Town of Southold
County of Suffolk
State of New York
COASTAL ZONE MANAGEMENT STATEMENT
BREWER'S YACHT YARD at GREENPORT, INC. hereby certifies that where
appl icable and to the best of thei r abi I i ty and knowledge, the
proposed modified activities contained in the ApplicationCs) dated
August 28, 1986, together wi th all subsequent f i I ings wi th the New
York State Department of Environmental Conservation covering the
PROPOSED AMENDMENTCS) to PERMIT .13490 complies with and will be
conducted in a manner consistent with the State of New York's approved
Coastal Zone Management Program. The issuance of a new letter of
Certification and/or AmendmentCs) to Certificate .F-85-254 from the
State of New York's Department of State wi II constitute concurrence by
the State of New York with this Statement of Consistency.
BREWER'S YACHT YARD at GREENPORT, INC.
~=
J n rewer, Jr., '{'reSident
<Sheet 1 of 1>
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' UTI/Of 0 hi" CltPY FOR YOUI
1~~"tg~~TIO.
..DA!~...
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DANIEL S. NATCHEZ and ASSOCIA TES,
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Suite 11 00
555 Aida Road
Mamaroneck, New York 10543.4002
(914) 698-5678
Office of the President
Supervisor Frank J. Murphy
& Southold Town Board Members
Town Hall
53095 Ma inRoad (P. O. Box 728)
Southold, New York 11971
August 28, 1986
At t n:
Ms. Judith 1. Terry,
Southold Town Clerk
RE: BREWER YACHT YARD AT GREENPORT. INC.
APPROVAL of SOil REMOVAL PERMIT AMENDMENTS for
PROPOSED EXCAVATION, RELOCATION of a TRAVEL 1FT
WEll. BUlKHEADING, MAINTENANCE-DREDGING. and
RECONFIGURATION of FLOATING PIER ASSEMBLY
PROJECT(S)
Dear Supervisor Murphy & Town Board Members:
We have been asked by BREWER YACHT YARD AT GREENPORT, INC.
(hereinafter BREWER), to assist them in obtaining the necessary Soi I
R emo val Per mitt 0 un d e r t a k e the a b 0 v e - ref ere n c e d rev i sed Mo d i f i cat ion s
to previously approved Master Plan Project(s). This letter wi I I
supplement our most recent letter to you of 04/22/86 indicating that
we would be seeking an Amendment to your previous Soil Removal Permit
Approval dated 02/05/85.
BREWER recently received Permits from the Army Corps (No. 13490), a
Modified Perml t from the New York State Department of Environmental
Conserv3tion (No. 10-84-0766), a New York State Department of State
Consistancy Certificate (No. F-85-254), as well as the approvals from
both the Town of Southold Town Board on 2/5/85 and Southold Planning
BOdrd Oil 12./17/84 as well as approvals from the Village of Greenport,
which wure originally requested to enable BREWER to expand and upgrade
their marina. However, since the submission of the original
Appl iCJt'on(5) for the proposed Projec!(s) over two ptus years ago and
receipt of ~ the n~cessary regulatory approvals earl ier this year,
ceo n om I can d I 0 q j ::.. tie fa c t .) r.3 ma k e i t nee e s .s .J. r y to see k AlOe n drne n t ( s )
to the previously approved ProjectCs)_ The requested AmendmentCs)
being sought by BREWER consist of a modified design of the original
project which BREWER believes is morl} logistically and economically
feasible to constru~t and operate.
BREWER is now seeking a revised Soi I Removal Permit (replacing the
previously-expired approval) to e~cavate a total of approximately
thirty-nine thousand nine hundred thirty cubic yards (39.930 Yds.3)
from an area of approximately seventy-eight thousand five hundred
..~
.
S0UTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
sixty-five square feet (78,565 Ft.a) [see SHEET NO.6 - PROPOSED
EXCAVATION & DOCK REMOVAL]. BREWER is seeking approval to excavate a
boat basin [somewhat smaller than previously approved (see SHEET NO.5
PROPOSED EXCAVATION & DOCK REMOVAL, Comparison of Previously
Approved Plan & Current Proposal)] and install a 25' x 45' in-ground
swimming pool. (This is a reduction of approximately 30% in area and
25% in cubic yards over the previous approval by your Board.)
We would I ike to br ing to the Board's attent ion that the one year time
limit associated with the Soil Removal Permit can interrupt this
Project at a critical stage or can expire just as BREWER receives the
final approvals from al I regulatory agencies. In many cases. a
Project such as this can take up to 1.5 to 2 years to construct from
the time al I approvals are received from al I necessary regulatory
agencies. Further, it can take up to 1 year or more to receive al I
the documentation for all of the approvals. Therefore, we
respectfully request that the Soi I Removal Permi t be approved by your
Board with the condition that the effective date of the Permit to be
on the dav the Proiect(s) receives all necessary reaulatory aDDrovals
and construction actually beains. Therefore, the one (1) year Permit
will commence on said effective date of the actual construction. We
would also request that two (2) six (6) month extensions be approved
at this time, which would allow BREWER to complete the Project(s) in a
timely manner.
Enclosed. please find two (2) copies of our Specific Request for Town
Board Approval of a permit for the Excavation and Relocation of the
Topsoil and Other Materials to the Same Lot and Adjacent Sites, as
Specified in Chapter 81-4 CD and G); "Soil Removal" as required by the
Town Code.
It is important to note that the previously approved ProjectCs) were
given a negative declaration from all environmental regulatory
agencies including the NYS Department of Environmental Conservation on
September 26. 1984, stating:
"The proposed action wi I I not have a significant effect on
the environment... the proposed project wi I I not
significantly affect the freshwater aquifer of the
peninsula. The peninsula periodically floods with tidal
waters there by eliminating the freshwater aquifer from
consideration as a source of potable freshwater to this
are a _ II
The revised excavation and bulkheading aspects of the ProjectCs) will
not cut into the upland Cin a northerly direction) as far as the
previously approved ProjectCs). Previously. the excavation plan was
tb create a deep "U" shaped basin Cextending approximately 400' upland
from the existing bulkhead) and now BREWER proposes a "trapezoidal"
shaped boat basin which parallels the shorel ine and extends upland
only approximately 220' from the existing bulkhead at its deepest
<Page 2)
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SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
point lor an approximate forty-five percent [45%] decrease in the
excavation distance from the existing bulkhead), This comparison is
shown on SHEET NO.5 - PROPOSED EXCAVATION & DOCK REMOVAL.
De p 0 sit ion 0 f the ex c a vat e d and d red g e d ma t e ria I Is) I w h i c h wi I I be
a p pro x i ma tel y 20% I e s s t h ant he 0 rig i n a I I yap pro v e d Pro j e c tIs)] wi I I
sti I I be at the previously approved sites at BREWER's upland, at St.
Agnes Cemetery immediately west and adjacent to BREWER's property, and
at St. Agnes Cemetery adjacent to BREWER's on the north side of
Manhanset Avenue. ISee SHEET NO. 12 - PROPOSED EXCAVATION & OFF-SITE
DISPOSAL AREAS Existing Topography; SHEET NO. 13 PROPOSED
TOPOGRAPHY of RELOCATION SITES; and SHEET NO. 15 - ON-SITE DISPOSAL &
GRAD I NG PlAN.]
For your further information, we have enclosed copies of documentation
as well as cop i e s 0 f B R EWE R 's A P P I i cat ion Is) ass p e c i fie d below:
1 )
Support and background
including:
information on the Projectls),
a)
Comparison of Previously Approved vs.
Modified Proposed Projectls);
Revised
b) Project Description within the Town of Southold;
c) Supporting Information
i) Impact on Fresh Water Supply
i i) Impact on Marsh Area
i i i) Upland Relocation of Excavated and Dredged
Ma t e ria I Is)
2) Southold Board of Town Trustees as required by Chapter
97 of the Town Code - Wetlands,
3 )
Southold
required
from the
Planning Board Site Plan
by Chapter 100-130, "Zoning"
Code of the Town of Southold,
Approval, as
- Article XIII
4) Army Corps of Engineers,
5) N.Y.S. Department of Environmental Conservation,
6 )
N. Y. S.
and
Department of State - Coastal Management Program,
7) Vi Ilage of Greenport.
We also specifically call your attention to our joint detailed Letter
of Support to the Army Corps of Engineers, the N.Y.S.D.E.C. and the
N.Y.S.D.O.S. dated 08/27/86. This letter discusses the background of
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SqUTHOlD SUPERVISOR & TOWN BOARD MEMBERS
_ BREWER GREENPORT - REVISED SOil REMOVAL PERMIT - 08/28/86
the marina, aspects of the Project(sJ within both the Town of Southold
and the Vi I lage of Greenport. the need for the amended Project(sJ. and
the alternatives considered.
We would welcome
convenience. If
ca I I us.
the opportunity to discuss this appl ication at your
you have any questions, please do not hesitate to
Sincerely,
DSN/ j I j
Enclosures
DANIEL S. NATCHEZ and ASSOCIATES, Inc.
~#~
Pres i dent {I
By:
cc: Army Corps of Engineers
N.Y.S.D.O.S.
N.Y.S.D.E.C.
Vi Ilage of Greenport
Southold Planning Board
Southold Board of Trustees
BREWER YACHT YARD AT GREENPORT, I NC.
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~OUTHOlD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOil REMOVAL PERMIT - 08/28/86
Compar i son of
Previouslv Approved vs. Revised Modified Proposed Proiect(s)
There are ieveral differences and
approved Master Plan ProjectCs)
following chart attempts to provide
similarities between the previously
and the proposed AmendmentCs). The
a summary of these:
AMENDED MASTER PLAN PROJECTCS) in TOWN OF SOUTHOLD
I I ".,..., Previously
Approved Net
Expansion ChangeCs)
Mo d i f i cat ion C s )
Maximum Number
Boats - Southold 65 90 -28%
(Boats -
Total Project) C 180) (180) 0%
Total Excavation
Cu. Yds. 39,660 52,950 -25%
Sq. Ft. 77,440 111,275 -30%
Maximum Depth -8.0'MlW -8.0'MLW 0%
Total Dredging
Cu. Yds. 450 450 0%
Sq. Ft. 2,625 2,625 0%
Maximum Depth -8.0'MLW -8.0'MLW 0%
Total lineal Ft.
Bulkhead 990 1,130 -12%
Main DockCs) 750 425 +43%
Finger Pier(s) 1,080 1,360 -20%
Ramps 48 288 -83%
Total Pi les 65 41 +37
'Travelifts' 2 1 I + 1 II
Swimming Pool 1
0 + 1
Excavation:
Cu. Yds. 270 0 +270
Sq. Ft. 1. 125 0 +1.125
Boat Buildings 3 2 +1
Clubhouse Bui Iding 1 1 0
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.
SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
The basic differences affecting the granting of the Soil
Removal Permit are as follows:
1) The previously approved "U" shaped boat basin extended
upland from the existing bulkhead approximately Four
Hundred Feet (400'). The proposed Amendment(s) for this
aspect of the Project(s) proposes a 'trapezoid'
extending upland from the existing bulkhead
approximately Two Hundred Twenty Feet (220'). This
represents an approximate 45% decrease over the
previously approved Project(s) in the distance of
excavation into the upland from the current shorel ine.
It was previously determined that the area to be
excavated is on a peninsula which is not considered to
be a source of fresh water for other areas therefore the
previously approved excavation of 645' upland would not
interfere with any source(s) of fresh water for the
area.
2) The volume of material to be excavated to -8 MSL' from
the approved "U" shaped boat basin was a total of
approxfmately Fifty-Two Thousand Nine Hundred Fifty
Cubic Yards (52,950 Yds.3) whereas the proposed
Amendment for the 'trapezoidal' excavation to -8 MLW'
requires the removal of a total of approximately
Thirty-Nine Thousand Six Hundred Sixty Cubic Yards
(39,660 Yds.3), or a reduction of Thirteen Thousand
Two Hundred Ninety Cubic Yards (13,290 Yds.3), or
approximately Twenty-Five Percent (25%) less than the
original Project(s) volume. The reduction in the volume
of material to be excavated wi I I provide a savings to
BREWER over the initial Project(s) cost for excavating,
t ran s p 0 r tin g and d i s P 0 s a I 0 f the ma t e ria Is. I n
addition, it wi I I modestly reduce the time necessary to
complete this aspect of the Project(s), and the overal I
time necessary to finish the upgrading and
reconfiguration of BREWER's faci I ity.
3) Two travelifts will be provided as opposed to one
previously approved. One (1) in-ground swimming pool,
one (1) boat building and one (1) club house
[relocated] wi I I be constructed which were not covered
in the previously approved project.
PROJECT DESCRIPTION WITHIN THE TOWN OF SOUTHOlD
BREWER is seeking approval to Amend the proposal previously approved
by the Southold Town Board to expand and upgrade their marina, as
follows: (Note: The following description only includes those
portions of the overal I project which are in the Town of Southold.
The project site lies partially within the Incorporated Village of
Greenport and the Town of Southold. The project is contingent upon
receiving approvals from ~ entities, as wel I as the other governing
<Page 6>
.- .
SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
regulatory agencies. For
attached joint Letter of
Engineers, the N.Y.S.D.E.C.,
the complete Project
Support dated 8/27/86 to
and the N.Y.S.D.O.S.)
Descr I pt ion, see
the Army Corps of
1)
Excavate a "Trapezoid shaped"
appro~imately 39,660 cu. yds. of
area of approximately 77,440 sq.
PROPOSED EXCAVATION & DOCK REMOVAL).
boat basin and
ma t e ria I from an
ft. [see SHEET
remove
overall
NO. 6 -
2) R emo v e a p pro x i ma tel y 225 I i n e a I fee t 0 f ex i s tin g t i mb e r p i I e
bulkhead that extends from Dock #2 to the lift wel I and is
located along the south end of the proposed boat basin. The
excavated bulkhead wi I I be disposed of upland by a local
carting company [see SHEET NO.6 - PROPOSED EXCAVATION & DOCK
REMOVAL I.
3) Construct and maintain a timber bulkhead total ling
approximately 990 I ineal feet [approximately 955 I ineal feet
of which is along the west, north, and east perimeter of the
proposed boat basin and lift well, and approximately 35
lineal feet is a wood subterranean bulkhead on the southeast
shore Ii nel. The wood bu I khead wi II cons i st of approx imate I y
3" to 4" thick timber sheeting and approximately 14" diameter
pi les driven approximately 14.3 feet below Mean Low Water
into firm bottom materials to provide an adequate base. In
addition, there will be a sufficient tie-back system
consisting of vertical anchor pi les that wi II be attached to
each timber pile along the bulkhead with 2" diameter
tie-rods. No tie-back system is envisioned in the area of
the subterranean bulkhead. The subterranean bulkhead wi I I
tie into nearby sections of the proposed bulkhead which forms
the east side of the proposed basin [see SHEET NO.3 - SITE
PLAN MAPI.
4) Relocate and eXDand a travelift wel I by removing the existing
travelift consisting of one (1) runway extension
approximately 40' in length located between Dock #3 and Dock
#4. The proposed combined travel i ft well (approximately 50'
x 40') wi I I be excavated along the north side of the proposed
boat basin and wi I I be able to accommodate a 20-ton and a
60-ton travelift [see SHEET NO.3 - SITE PLAN MAP!.
5) Construct. Install. and maintain a series of new floating
pier (dock) assemb lies [see SHEET NO.3 - SI TE PLAN MAP and
SHEET NO. 9 RECONFIGURATION of DOCKS, Comparison of
Existing Conditions & Current Proposall, as follows:
DOCK A located along the west perimeter of the proposed
basin consisting of a) approximately 190' x 6' of main
f loa t ; b) f i ve ( 5) fin g e r pie r sap pro x i ma tel y 40' x 4'
located along the east side of the main float; c) one
(1) timber ramp approximately 12' x 3' located along the
<Page 7>
e._
.
SOUTHOlD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOil REMOVAL PERMIT - 08/28/86
at the nor the n d 0 f the ma i n f I 0 {
d) e i g h t (8) t i mb e r p i I e sap pro x i ma tel y
12" in diameter and 40' in length located
at the ends of each finger pier, adding
stabi I ity to the structures.
DOCK B located in the center of the proposed boat basin,
consisting of: a) One (1) main line of floats
a p pro x i ma tel y 1 85 ' x 6 ' , b ) 0 n e ( 1) t i mb err amp
approximately 12' x 3' located at the north end of the
main float; c) Six (6) finger piers approximately 35' x
4' located along the east side of the main float; d) six
(6) finger piers, approximately 40' x 4' located along
the west side of the main float, and e) Seventeen (17)
timber piles approximately 12" in diameter and 40' in
length located at the ends of each finger pier, adding
stabi I ity to the structure.
DOCK C located in the center of the proposed boat basin,
consisting of: a) one (1) main I ine of floats
approximately 180' x 6'; b) one (1) timber ramp
approximately 12' x 3' located at the north end of the
main float, c) five (5) finger piers approximately 35' x
4' located along the west side of the main float; d) and
seven (7) finger piers approximately 30' x 4' along the
east side of the main float; e) twenty (20) timber piles
approximately 12" in diameter and 40' in length located
at the ends of each finger pier, adding stabi I ity to the
s t r u c t ur e .
DOCK D located on the east side of the proposed boat
basin consisting of a) one (1) main line of floats
a p pro x i ma tel y 195' x 6'; b) 0 n e ( 1 ) t i mb err amp
approximately 12' x 3' located at the north end of the
ma i n f loa t ; c) s eve n (7) fin g e r pie r sap pro x i ma tel y 30'
x 4' along the west side of the main float, d) eleven
( 1 1 ) t i mb e r p i I e sap pro x i ma tel y 12" i n d i ame t era n d 40'
in length, located at the end of each finger pier,
adding stabi I ity to the structure_
6) Maintenance-dredae a triangular-shaped area approximately
2,625 sq. ft. to an average depth of 8' below Mean Low Water,
and remove approximately 450 cu. yds_ of mater ial as measured
IN PLACE [see SHEET NO. 11 - MAINTENANCE-DREDGING MAP], The
area within the Town of Southold to receive
ma i n ten a n c e - d red gin g , i s 10 cat e d t h r 0 ugh 0 u t the ex i s tin g
docking facility. All maintenance-dredging activities will
be undertaken by clam shell and barge and/or dragl ine
operations. The material being dredged wi I I be placed on
BREWER's upland property, semi-dried, and then relocated as
descr i bed (i n #7) be low.
<Page 8>
T
e.-. .
SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
7) Uoland Relocation of the Excavated and Dredaed Material:
Approximately 44,090 cu. yds. of material wi I I be excavated
from the proposed boat basin with an additional 10,500 cu.
yds~ . of material removed by the maintenance-dredging
operations in both the Town of Southold and the Vi I lage of
G r e e n p 0 r t . A I I 0 f the d red g e d ma t e ria I s wi I I be mix e d wit h
the materials being excavated and deposited upland at three
different locations. The proposed disposal sites are: 1)
On-site disposal of approximately 2,500 - 3,500 cu. yds. 2)
St. Agnes Cemetery located adjacent to BREWER MARINA on the
North side of Manhanset Avenue. Approximately 42,100 cu.
yds. wi I I be deposited on this undeveloped 11.8 acre site
[see SHEET NO. 12 - PROPOSED EXCAVATION & OFF-SITE DISPOSAL
AREAS, Existing Topography; SHEET NO. 13 PROPOSED
TOPOGRAPHY of RELOCATION SITES; and SHEET NO. 15 - ON-SITE
DISPOSAL & GRADING PLAN).
8)
RELOCATE an existing
35' plus additional
bulkhead approximately
bulkhead [see SHEET NO.
upland club house approximately 30' x
de c kin g 20 fee t from the ex i s tin g
70 feet from the to-be-constructed
3 - SITE PLAN MAP).
9) CONSTRUCT an upland in-ground swimming pool approximately 25'
x 45' plus accompanying 10' cement apron, fencing, and,
screening approximately 40 feet from the proposed new
bulkheading [see SHEET NO.3 - SITE PLAN MAP).
10) CONSTRUCT an upland boat maintenance and storage bui Iding,
mast shed and bathroom faci I ities total ing approximately 110'
x 120' located approximately 75 feet from the new proposed
bulkhead [see SHEET NO.3 - SITE PLAN MAP].
11) CONTINUATION of a Reconfiauration Perimeter Condition which
would allow BREWER to continually change only the
10cationCs), widthCs), and numberCs) of pileCs), dockCs) and
ramp(s) within the Reconfiauration Perimeter "envelopell
[shown on SHEET NO. 10 RECONFIGURATION PERIMETER dated
07/29/86 prepared by DANIEL S. NATCHEZ and ASSOCIATES, Inc.]
provided that the number of boats would not exceed one
hundred eighty (180) and no additional bulkheading, dredging,
excavation or filling could take place without the prior
required regulatory approvalCs).
12) A PERMIT CONSTRUCTION PERIOD ending 06/30/92.
SUPPORTING INFORMATION
Impact on Fresh Water Supply
AI I agencies previously examined in depth the possible
adverse impactCs) on the fresh water supply and concluded
that the previously approved and more extensive Project!s) ,
wi I I have little, if any, effect on the fresh water supply.
<Page 9>
e._
.
SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
The proposed
of an effect
ProjectCsL
According to Robert A. Vi lla, P.E., Chief Engineer for the
Suffolk County Division of Environmental Health, professional
hydrologists from the Suffolk County Health Department
conducted a field inspection and reviewed the previously
approved projectCs) which extended into the upland
Forty-Eight and Two-Tenths Percent C48.2%) further than the
presently proposed AmendmentCs). Their conclusion is, that:
revised modified projectCs) wi I I have even less
because of the difference in size of the
"Since the
is not real
we CSuffolk
proposal..."
peninsula where the Project is
Iy a source of the Vi Ilage water
County) have no objections
located
supply,
to the
In order to maintain the integrity of the fresh water/salt
water interface, BREWER proposes to undertake the ProjectCs)
wit h the use 0 f t i g h tin t e r I 0 c kin g wo 0 d she e tin g for the
bulkhead. The bulkhead wi I I be constructed around the entire
area being excavated and wi I I extend from a height of
a p pro x i ma tel y Six Fee tab 0 v e Me a n Sea I Level C + 6' MS L ), to
approximately Ten Feet below Mean Sea Level C-l0' MSL).
Impact on Marsh Area
A recent site investigation indicated that a section of the
marsh, from its south west corner back to an existing
deteriorated subterranean bulkhead, had begun to wash away.
The amendments to the previously approved ProjectCs) include
replacing the deteriorated existing subterranean bulkhead and
extending the new subterranean bulkhead to stabi I ize the
southern edge of the existing marsh area. The proposed
subterranean bulkhead wi I I be a protective barrier to prevent
further erosion of the marsh due to storms. natural tidal
action, backwash from boats passing through Stirl ing Basin
and activities at the public boat launch directly east of the
marsh.
Upland Relocation of Excavated and Dredged MaterialCs)
The proposed upland relocation of excavated and dredged
materialCs) will be identical to that previously approved but
wi I I be Twenty Percent C20%) less than the previously
approved excavation ProjectCs). Excavated materialCs) from
the boat basin, 'travelift' well, and all maintenance-dredged
materialCs) will total approximately Fifty-Four Thousand Five
Hundred Ninety Cubic Yards C54,590 Yds.3) to be removed
from the ProjectCs) site. Of this, approximately Ten
Thousand Fifty Cubic Yards Cl0,050 Yds.3) wi I I be from
ma i n ten a nee - d red gin g wit h i nth e V i II age 0 f G r e e n p 0 r t; F 0 u r
Hundred Fifty Cubic Yards C450 Yds.3) from maintenance
<Page 10>
e.
.
SOUTHOLD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOIL REMOVAL PERMIT - 08/28/86
dredging within the Town of Southold; Thirty Nine Thousand
Six Hundred Sixty Cubic Yards C39,660 Yds.3) from upland
excavation within the Town of Southold; and Four Thousand
Four Hundred Thirty Cubic Yards C4,430 Yds.3) from upland
excavation within the Village of Greenport. Approximately
Two Thousand Five Hundred to Three Thousand Five Hundred
Cubic Yards C2,500 Yds.3 to 3,500 Yds.3) of these
ma t e ria I C s ) wi I I be rei 0 cat e don - sit e i nor d e r to at t a i nth e
proper elevationCs) and contourCs) for improving the drainage
patterns and for accommodating the additional related
activities such as automobile parking, boat storage, boat
repair and maintenance services.
There wi I I be approximately Twelve Thousand to Fifteen Thousand Cubic
Yards C12,OOO Yds.3 to 15,000 Yds.3) of materialCs) deposited
on-site and along the east side of St. Agnes Cemetery which is
contiguous to the area that needs to be fi I led along the west side of
BREWER.
A small section of tidal marsh grass CSDartina ~.) located
in the east side towards the southern corner of the site has
been identified; NO FILL WILL BE PLACED ON OR WITHIN
TWENTY-FIVE FEET C25') OF THE MHW LINE IN THIS AREA. This
special condition will help insure the productivity of this
sensitive intertidal marsh zone.
Most of the material being removed [approximately Forty One
Thousand Cubic Yards C41,000 Yds.3)), wi I I be transported
across Manhanset Avenue to a site located directly across
from BREWER. All of the mater ial Cs) wi II be trucked into the
p rima r y rei 0 cat ion sit eat a poi n t d ire c t I y a c r 0 s s from
BREWER's entrance drive on Manhanset Avenue. This
undeveloped Eleven and Eight-Tenths Cll.8) acre site is owned
and maintained by St. Agnes Church and wi I I be used as a
future cemetery once the area has been upgraded and improved.
There has been further discussion between BREWER's and Saint
Agnes Church regarding the grading and landscaping of St.
Agnes' property. To the extent possible the evergreens that
presently exist Cwhich are relatively young) will be
pre s e r v e d and r e p I ant e don e i the r the C h u r c h 's "0 r B R EWE R ' s
property. The grading wi II be as shown on the attached Map.
The surface wi I I be protected with straw mulch seeded with a
hear ty grass in a manner s imi I ar to that in wh i ch road beds
or other irregular slopes are planted in highway or other
construction projects. In addition, swales will be graded
around many portions of the property to insure that there
wi I I be no surface runoffs onto the roads and adjacent
properties. There will be an approximate 25' buffer area
between the existing three wetlands areas and the placement
of the excavated materials. The mature trees which are on
the easterly side of the property and along parts of the berm
of the old disposal area wil I be preserved.
<Page II>
,
, .
e.- .
SOUTHOlD SUPERVISOR & TOWN BOARD MEMBERS
- BREWER GREENPORT - REVISED SOil REMOVAL
.
PERMIT - 08/28/86
In short, the primary relocation site does not represent a
significant or critical environmental habitat. In addition,
because of its proximity to BREWER [approximately Fifty Feet
(50') south, across Manhanset Avenue], al I trucking
operations to and from the area wi I I not cause any
disturbance to any of the nearby residents. A temporary
ace e s s d r I ve i n tot he sit e wi I I ex ten d d ire c t I Y a c r 0 s s from
the existing entrance drive at BREWER. There are no
obstructions or tight curves at this point along Manhanset
Avenue.
A mo red eta i 1 e d des c rip t ion 0 f I s sue s rei ate d tot he pro j e c t ( s) can be
found in the attached joint letter of Support dated 08/27/86 to the
Army Corps of Engineers, the N.Y.S. Department of Environmental
Conservation, and the N.Y.S. Department of Slate.
DSN/ j I j
<Page 12>
(File in' Du~iicate)
,.I.V..!.l UJ: ""vv......""....l.I
.
Fee__
paid_ _
.,
TOt~~ CLZ;U<' S OFFICE
SOUTHOLD, NEN YOR-T{
APPUCA TION FOR PERMIT FOR SAND AND
GRAVEL PIT OR OTHER EXCAVATION PURPOSES
1. Name of Applicant Br~''er Yacht Yard at Greenp::>rt, Inc.
2. Address of Applicant Manhaset Ave. Village of ~reenport Town of Southold
UJLUTt.y OL ,:,w.LuJ::k. .:lLClLt;: v[ Ubw :LUL.l..
3. Detailed statement oC proposed operations Excavate a trapezoid shaped boat basin
within an area of approxirrately 77,440 sq. ft. to a depth of 8' belOW'MLW and
rerrove approximately 39,660 cu. yds. of naterial. Excavate an area approximately
.,
1125 sq. ft. to install a 25' x 45' pcx:>l ranging fran threeto ten feet deep,
rerrovina aooroxirratelv 270 cu. yds. of material. All materials being rerroved
total of 40,380 cu. yds. fran all excavation and maintenance dredging operations
will be relocated upland at 3 locations. SEE LEITER FRCM DANIEL S. NATCHEZ and
ASSQ"'T~~. TNr datP-d
4. Names and addresses of all property owners of record within 200 feet of the
outside boundaries of the premises within which operations are proposed to .
be performed. .
West - St. Agnes Church' - Green!X'rt, New York 11944
EaSt - Tc>Nn of Southold
North - St. Agnes Church - Greenport, New York 11944
5. The following must accompany this application unless waived by the Town
Board. If applicant requests a waiver of any of the following items, applicant
should insert at the end of application subdivisions for which a waiver 1s
requested.
A. Detailed statement of the proposed operation together with a
plan of the area proposed for excavation or for removal of
top soil which shall show condition of the plot or premises
before operations and the proposed condition of the same
after operations are completed; such plan to be prepared by
a duly licensed engineer or land surveyor and drawn to scale
showing all adjoining streets, location and dimensions of
premises, the location. size .and use of any existing buildings.
B. A topographic survey of the premises prepared by a duly
licensed engineer or land surveyor showing contours at 10
foot intervals, using Coast and Geodetic Survey datum.
C. Duly acknowledged consents of the owner of the premises and.
mortgagees, if any.
.' '..
e..
.
D. Receipted tax bills or photostatic copies thereof or other
proof ShOwing payment of all taxes and assessments against
premises for which an application is requested.
E. A proposed comprehensive plan for the rehabilitation of the
premises together with a schedule of progress therefor. Such
plan to set forth the ultimate contour and grade of the area
upon completion of work, describing the area to be refilled,
top soiled and seeded and .specifying the amount and extent
thereof to be performed before December 31st at the year for
which permit is being applied for.
F. Estimate prepared by a duly licensed engineer or land surveyor
of the total number of cubic yards of material to be removed
from the property during the permit period.
6. Applicant hereby requests a waiver of the requirements of paragraph 5, sub-
divisions , , , , , .
. sect." S;paFagrapns T1ili1! sas-we= Section 11.
August 28, 1986
Dated:
~
Si ature of Applicant
Brewer Yacht Yard at Greenp:>rt, Inc.
Corporation
By tf&. 'R".. ~
i ature o! arn er
Sworn to before me this 28th
daY#klt~ I) /!l!t'
---Notary l(t;>lic I
LESUE J. MIUER
Notary Pubflc. Stat. of NewYott
No. 4831500
QuanfHld in Westchester County r: 7_
Commission Expires Mtlrch 30. 19Lr
c
-2-
...
,.
~ .:ll'~::' ::~;.: '.
./
';----
." .'
..~.-
.
TC'WN OF SOUTHOLD
SUFFOLK COUNTY. N. Y
"''''KEALl
FUNDS
PA'I'AeLf
TO
RECEIVER OF TAXES
GEORGE MELLAS
TOWN HALL SOUTMOLO. fro! Y. 11811
"'ON TQFRt 1100...... TO...OO,....
CLOSEO ALL LEGAL 1101...10" VS
ClOSeQ SA T
~16-1I5.5o-Ulo:!
19830 1984 TAX LEVY
TAXES BECOME A liEN ON DEe 1ST
BILL NO.-
SWIS' : '473801. 'ROll' SEe':' 1
'ct..s: 510
IIAIIHASsn'AVE _
:TAX..CODE:; :148
",". ~.
TAXABlE'VA.l.UE
TAXES
,
.. .... ...... -"f.,UIS ..
....._ '1_0<.....,......,_ -..
..... <"".u..C""'.....T-.,.....
Co.......,c__...
,...~.....s..._~
T._.'-~..._...._I
ACRES:
.25
...
"
COUNTY
TOWN
SCHOOL.
SP DISTRICT.-
, ~3;;200
;3,~OO '
'o~;_20~
'101 ;'8~
7D;'9~
118..8::
291
SUFFOLK COUNTY TAX MAP NUMBeR
3;'~6-1'
~
3200
.
-<-~ ;;.. -,,,-,_.~, f--
. ~.-"'-....
BREWER"S YACH'll TIlRDaT
GREENPORT I
MANHANSET AVENuE
GREENPORT, N. X.
h '---. _ _ "_ _._ .L__ _ .. _.
- ...::.~~-~~~~::;-
LAND VALUE
ASSESSED VALUATION
'1000
';)T1::I.ER
I
VET. EXEMPT
"GEO eXEMPT arK EXEMPT
TOTAL TAX
891~6:!
11944
CODE
SCHOOL OISTFUCT
PENALTY
473810
TOTAL
RECEIVEa PAYMENT_fiRST HALF TAX
RECEIVEa PAYMENT SECOND HALF OR TOTAL TAX
RECEIPT NC
17891
aA TE PAla
05-31-84
AMOUNT PAID
445.81
REC~'91'% 6
o 1-~();':~~
A'f~'g=^8'2
NC:'E T.......ES "'''E P"'Y"'BLE 8'1' CI-lECK, CASt'l OR MONEY OROER CHECKS
WIL:' BE "'CCEPTEO SU9JECT TO COLLECTION FOR WHICH THI$ OFFICE ASSUMES
""0 =E~1'>O"'SI9!UTY "-c ="'5" BY U...IL NO 3RO "'...Rn CHEC", POST"'GE $T...l,lPS
....;:' :.C.':l;PTEO "'0 POST 0... ,E.O CHECKS "'CCEPTEO
PLEASE READ THE REVERSE SIDE
""OTICE
SECOND HALF TAX M~Y se PAID AT THE SAMe TIME THE FIRST H....LF IS DUE ....ND P....yABLE
SECOND H....LF C....N BE O>AIO....T ....Ny TluE UNTIL MAY 31s1. WITHOUT PENALTY
ORIGINAL
.-'----'-- -
Ti"WN OF SOUTHOLD
SL.F"C~'< COUNTY NY
.......KE....U
FUNOS
P...y....SLE
TO
RECEIVER OF TAXES
GEORGE MELLAS
TOWN H....LL SOUTI-tOLD. N 'I' 11971
"'ON TOFRI 900......., TO.oo"'lo4
CLOSED "'Ll LEG..... HOLlO....yS
ClOSeQ SAT
516-76~1a03
19830 1984 TAX LEVY
TAXES BECOME A LIEN ON DEC. 1ST
.., '..~' .. ~"..':.' ...
". .... ..~'. .'....'..
- :. -,-."-.",,,,
'. ~;~..:. ;~.. :~-:.':""..:-;:'::~ 1
--
SWIS : '473889 ROll
ClS: 570 ACRES:
IIANHANSET AVE
TAX-CODE: 145
SEe :
9.50
1
TAXABLE VAlL:E
T....XES
43.-3-2
COUNTY
TOWN
SCHOOL
5P DISTRICT
27,90C
27,90C
27,90C
27,90C
888.03 !
1,699.56 ;....
6,267.26
253.25
BILL NO,- 4396
SU~FO!..I( COUNTY TAX M....P NUMBER
:"~N;) ......L~E
'ASSESSED VAI.UATION
1840('[ .27900
.~7 c....::...P-: i ':'GEC .XEMPT1 OTH EXE),.lPT I
Brewer's Yacht Yard At
Greenport, Inc.
Manhanset Aven,.le
Greenport, N.Y~ 11944
"HER
TOTAL f~X ,
- 9,108.10
I I PEN"L TY , I
:;;='::E I SC...OOl DISTRICT I
TOTAL
473810 I
RECEIVED PAYMENT seCONO HALF OR faT....L TAX RECEIVEO P...YI"lENT FIRS":" HAl~ T....x
:::,:::,PT ,...: OA. fE PAID ....MOUNT 1'....10 RECEIPT ....0 O....TE 1''''10 ....MOUNT p....tO
3341~ OS-31-a.4--~ r-r ..4,554..0)"" 29165 01-10-84 4,554..05
....:,~E -.lUES ,>,1'>f ".,",,"alE. BY CHECK. C....St'l OR MONEY OROER. CHECKS NOTICE
.'I,.~~ 6E "'C :EP'!"E~ S,-"8JECT TO COLLECTION FOR WHICH THIS OFFICE. "'SSUMES SECOND H....lF T....x M....y SE PAID AT TME SA"E TIME TI-lE FIRST H....LF IS DUE AND PAy....SI.E.
....:) ;O!ES"O"S.ElltlTY NO CASt'l 8'1' ""A.ll NO 3RO PARTY CMECl( pOST....GE ST.......PS SECOND HALF C....N SE pAIO....T ANY TIME U"4Tll MAY 31st. WITHOUT PENAL TY I
...,:.' "C':~"-E:l "'0 PCST 0'" TED CHECKS ACCEPTEO
PLEASE READ THE REVERSE SIDE
ORIGINAL~
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... FORM NO.1,., ',""
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, N.Y. 11971
TEL.: 765-1802
(:', ".~'. 'lED BY
Ul;iJJ,....lJ.,
, '0,0.',. . r,'olRn
'." ' . "'''.t...,' ,1:,'
~__ 1986 'v"
JAT~.---
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..
Examined. . . . . .. ... . ., . ..,19. . .
Received. . . .. .. . . .. ,19.. .
Approved. . . . . . . .. . . . . . . ., 19 . .. Permit No. . . . . . . . . . . .
Disapproved alc .....................................
(Building Inspector)
APPLICATION FOR BUILDING PERMIT
Date. Atlgt\S.t; .2.8. . . . . . . ., IgB.6. .
INSTRUCTIONS
a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 3
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets
or areas, and giving a detailed description of layout of property must be drawn on the diagmm which is part of this appli-
cation. ,." ',," .,",,,' " ,,,",
.., c. "The work covered by this application may not be commenced before issuance of Building Permit. ;;, ",,' ',"., ..
d. Upon approval of this application, the Building Inspector will issued a Building Permit to the applicant. Such permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy
shall have been granted by the Building Inspector.
APPLICATION IS HEREBY MADE to the Building Departme!lt for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described.
The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to
admit authorized inspectors on premises and in building for necessary inspections.
~'.S. X~ .Y!"fP. .a.t, ~~'" ~....... . ...
(Signature of applicant, or name, if a corporation)
~~t, A~,.&.~ch .RA,.'. .C:I:~.r:t.,. ~. P?~~. .
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder.
Applicant is the =er and
I:W!I.~.~.. .~~2i.~ .~~~JA~,. .IAc:,.,:i,~ .Ap.P.~~c:aA~'.~ .~'J.~~.....................................
Nameofownerofpremises . .~X~ X~ .~~.q~~,. .~C:'.....................................
II (as on the tax roll or latest deed)
If applicant i~ a ~mtion, signature of duly authorized officer.
.. ':~;'~~d titi; ~i-. ')~~r~t~ ~ffi~~r)"""'"
Joru:~~n Jr, - Pres]. ent
Builder's License No. .... '. . . . . . . . . . . . . . . . . . . . .
Plumber's License No. ........................
"..:'
Electrician's License No. ......................
Other Trade's License No. .....................
I. Location of land on which proposed work will be done. Co1:ner. Manhanse.t. lWenue. &. Beach. Rd.. . . . . . . . . . . . . .
... ...... ...., .-.... .... ...... ... ... ....... ... ....... .., ...... ........ ........... ....... ... '"
House Num ber Street Hamlet
County Tax Map No. 1000 Section ...0.4.3............. Block ... .03. . . . . . . . . . . .. Lot. 0.2. . . . . . . . . . . . . ; . .
SM'" N
u IVlslon......,.............................. Filed Map o. .............. Lot...............
, (Name)
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy ...Boat.'Lard and ~ .Maci.na . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
b. Intended use and occupancy ..Boat.Ya,J:;d.Ql]d 0;JtJ0eJ;:cia,l. .Maci.na . . . '. . . . . '. . . . . . . . . . . . . . . . . . . . . . . . . . .
,~"'}.
,.
3. Nature of work (check Wh~PPliCable): New BUilding':~l': .'?. '. 4ddition .......... A1te~fRh5M 'andDocks
Repair .............. Removal..4.... . . . . . .. Demolition .............. Other Work. . . . . . . . . . . . . . .
Swirrming Pock & Travelifts '" .,; (Description)
4. Estimated Cost.... ~~~~~ ~~~..... ..... ............:... Fee......................................
~ (to be paid on filing this application)
5. If dwelling, number of dwelling units. )Ul).. . . . . . . . .. Number of dwelIing units on each floor. . . . . . . . . . . . . . . .
If garage, number of cars ........................................................................
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use -lQ.lJj;, ~cUl,},' . . . . .
7. Dimensions of existing structures, if any: Front N/l't. . . . . . . . . . . . Rear .............. Depth . . . . . . . . . . . . . . .
Height ............... Number of Stories. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Dimensions of same structure with alterations or additions: Front . ~/.(\. . . . . . . . . . . .. Rear. . . . . . . . . . . . . . . . . .
Depth . . . . . . . . . . . . . . . . . . . . . . Height . . . . . . . . . . . . . . . . . . . . . . Number of Stories . . . . . . . . . . . . . . . . . . . . . .
8 D. . f . . F no' no I 120'
. lmenSlOns 0 entire new construction: ront...... . . . . . . . " Rear............... Depth ...............
HeightAppc=.. 35.'. . . . . Number of Stories. .1. . . .. . . .. . . . . .. . . . .. . .. . . .. . . . .. . . .. .. . . . . . . . . . . . .. . .
9. Size of lot: Front See attached. Sunrey... Rear...................... Depth ......................
10. Date of Purchase ............................. Name of Former Owner .............................
I 1. Zone or use district in which premises are situated. . w::. '" WJi\ter;l',roJ:J.t. Cajn)erciQ,l. . . . . . . . . . . . . . . . . . . . . . . . .
12. Does proposed construction violate any zoning law, ordinance or regulation: 1\l0.. . .. . . ... .... . . . . .. . . . .. . .. . .
13. Will lot be regraded . -y,1',at; . . . . . . . . . . . . . . . . . . . . . . WilI excess fill be removed from premises: Yes No
14. Name of Owner ofpren\ises~ .~. Address~t ~~d:I'~ No~ j;;,J..6J.4.7.7."'~.4. .
Name of Architect .......~...........'. .~C; '. . . Address . . . . . . . . . . . . . . . . . . . Phone No. ...:...........
Name of Contractor. . . . . . . . . . . . . . . . . . . . . . . . . . Address. . . . . . . . . . . . . . '. . . . . Phone No. .......... . . . . .
"'-::-~"..~~~i,~:~Y~'.~~~ .
'---.,.-
PLOT DIAGRAM
Locate clearly and distinctly all buildings, whether existing or proposed, and. indicate all set-back dimensions from
property lines. Give street and block number or description according to deed, and show street names and indicate whether
interior or corner lot.
SEE ATI'ACHED MAPS and SITE PlANS
v
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STATE OF NEW YORK,
COUNTYOF~~..... S.S
. . . . JoPP.. ~~ I. YF, . . . . . . . . . . . . . . . . . . . . . . . . . . . " being duly sworn, deposes and says that he is the applicant
(Name of individual signing contract)
above named.
He is the . r~13,i.~~. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
(Contractor. agent, corporate officer, etc.)
3f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
1pplication; that all statements contained in this application are true to the best of his knowledge and belief; and that the
work will be performed in the manner set forth in the application filed therewith.
"worn to before me this
. . ........ . ~J.d:... . .day of.. ~J... ...., 19.tfr:'
LE J. MIWR
NotMv Public. State of NW/ York
No. 4831606
Qualified in Westchaster County ",'2
Commission Expires March 30. 19<[.7 .
County
.~~
.. jo~~;~~"'" (Si~~h;~'~i~;;li~a'n't)
Notary Public,
.
.
.r~"
Ikr UIII"hll\lI.
DANIEL S. NATCHEZ and ASSOCIA TES, Inc.
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......
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." 'c!'") "'i)'< ~,,~,I:'\_
~t.CJ' . - .' ..;.."J Suite 1100
l'I'Il"" ,- . 555 AIda Road
~f~"D 'l,~' Mamaroneck. New York 10543.4002
~ \lp.\~ (914) 698.5678
Office of the President
Mr. Henry P. Smith, President
& Board of Town Trustees
Town of Southold
Town Ha I I
53095 Main Road CP. O. Box 728)
Southold, New York 11971
Augus t 28. 1986
RE: BREWER YACHT YARD at GREENPORT. INC.
WETLANDS PERMIT for
PROPOSED EXCAVATION. BULKHEADING.
MAINTENANCE-DREDGING. and RECONFIGURATION of
FLOATING PIER ASSEMBLY PROJECTS
Dear President Smith & Town Trustees:
We have been retained by BREWER YACHT YARD at
after BREWER). to assist them fn obtaining the
Permit to undertake Amendments to the
above-referenced Master Plan ProjectCs) located
GREENPORT, INC. (herein
newly required Wetlands
previously approved
in Stirl ing BaSin.
We have talked With the Town's Corporation Counsel, Robert W. Tasker
who has informed us that under chapter 97 of the Town Code. A Wetlands
Permi t from your Board probably is not required for those aspects
of the Project in the Town of Southold [see SHEET NO. 14 - LOCATION of
SITES for SOUTHOLD WETLANDS PERMIT] dealing With:
I)
Oredginl] of approximately
approximately 2.625 s~uare
appr"verl by Southald):
450
fee t
cubic yards for
i~ Stirl ing Basin
an area of
(prevIously
i i
The
( 3 i )
repiact;ment
i il F:,), i f:~ ~ t
and constructIon of a
of 3ubterran0an bul~hearl
total of t~l rtY-0n~
In Stlrl ,nq 8Jsl~;
I) t n :1 t a J I n IJ
a
25'
45 '
pOo.)! W j t :.. i n 75' 0 f a ini\ r .3 h a r .'J a 0 n
Stir I in;] 8~s:.1; ~:lIJ
IV) R~grJding approxim~tely .82 acri~S bj placIng ap.prox:miltjlj
Three Thl)USand Cubic Yard~ (3,OUO Yda n) of excavated a~J
dredged maleria! wi ~hill ae~~n~y-five foet (75'), bu~ n,)~
c I 0 j e r t ~ d n t wen t y - f I Ii e fee ~ (2.:5'). 0 fa..:.. JaG r.~ f r ,~ ~ :.., w... ~ .:: r
PI) n d ,1 led 0;1 a 5 j t ,_~ n (, ,- t:) 0 f \Ll.1!1 c\ j1 E; .~ t /4 -J '~11 'J ,; 0 W il :,: d b / S t
Agn~3 Ch1jfCh. rh~ lnat3;1~! t.) be us~a l~ rd~i'~d;~~ is p.lf t
o i ) { .- Y - d ;\ .,:: t ~l C U ;', and G ubi :: y a r (j ::. C 4 1 . 0 0 0 Yd.). 3 } ;) f
excavat~J and dred0eJ mdt]r:a;(~) t.) b~ rer0c~~~d from
BREWE8'3. acroa~ th'~ street (M~~~~ns2t AV~nlJ~) to th~ 1!.2
acr;~ pdrc~l (pr,~vious:y appro~uJ hi SoutllO!J Town)
,
.
SOUTHOLD BOARD OF TOWN TRUSTEES
BREWER GREENPORT
08/28/86
This aspect of the projectCs) is unchanged from the previous
approvals and retains the N.Y.S.D.E.C.'s previous Permit
conditions requiring installing a snow fence around the
freshwater wetland at the St. Agnes site north of Mentioned
Avenue and no fill to be placed within 25' of the edge of the
wetland.
Mr. Tasker has further informed us that al I or some of the aspects of
the ProjectCs) are subject to reapproval from Southold's Town Board,
Planning Board, and Building Department.
As you wi I I recal I, Attorney Tasker wrote to the Town Board of
Trustees on May 12, 1982, Ccopy enclosed) rendering an opinion that
the Town Board of Trustees does not have jurisdiction in Sterl ing
Basin. In order to insure that BREWER's is in compliance with Town
Law, BREWER's is hereby requesting an updated determination as to
whether you have jurisdiction over any aspects of the Project
AmendmentCs). CYou previously wrote us on 07/03/84 stating that your
Board did not have jurisdiction over the original ProjectCs).
We are writing and advising you of the proposed AmendmentCs) to the
original ProjectCs) and are seeking your determination of
jurisdi.ction. In the event that the Town Board of Trustees has
jurisdiction, BREWER's is herein enclosing a Wetlands Application
together with a $50.00 Application Fee. Should your Board not have
jurisdiction over this ProjectCs), we would appreciate your returning
the Application Fee and voiding the Application.
The rest of
perspect i ve on
Southold and the
this letter wi I I attempt to
the ProjectCs) which are
Vi Ilage of Greenpor t.
provide some bac'ground and
located both in the Town of
BREWER recently received Permits from the Army Corps CNo. 13490), a
Modified Permit from the New York State Department of Environmental
Conservation CNo. 10-84-0766), a New York State Department of State
Consistency Certificate CNo. F-85-254), as well as the appropriate
approvals from both the Town of Southold and the Vi I lage of Greenport,
which were originally requested to enable BREWER to expand and upgrade
their marina. However, since the submission of the original
Appl icationCs) for the proposed ProjectCs) over two plus years ago and
receipt of ~ the necessary regulatory approvals this year, economic
and logistic factors now make it necessary to seek AmendmentCs) to the
previously approved ProjectCs). The requested AmendmentCs) being
sought by BREWER consist of a modified design of the original Master
Plan ProjectCs) which BREWER believes is more logistically and
economically feasible to construct and operate.
It is important to note that
Changes, and AmendmentCs) thereto
previously approved waterside
all of the proposed Modifications,
are designed to be wholly within the
Reconfiauration Perimeter. The
<Page 2>
BREWER GREENPORT - SOUTHOLD
.
.
BOARD
.
OF TOWN TRUSTEES - 06/26/66
reconfiguration of the docks for the proposed AmendmentCs) wil I not
exceed the previously approved Ninety (90) boats, will not
encroach or interfere with navigation in Stirling Basin or in the
Federal Channel, and wil I not extend further from shore than the
previously approved RECONFIGURATION PERIMETER which is also the
southern most boundary of the existing floats.
The proposed dredging Project
MAINTENANCE-DREDGING.)
is UNCHANGED.
[See SHEET NO. 11-
There wi I I be pumpout faci I ities at the reconstructed marina.
Deposition of the excavated and dredged materialCs) [which will be
approximately 20% less than the originally approved ProjectCs)] wi I I
sti I I be at the previously approved sites at BREWER's upland, at St.
Agnes Cemetery immediately west and adjacent to BREWER's property, and
at St. Agnes Cemetery adjacent to BREWER's on the north side of
Manhanset Avenue. [See SHEET NO. 12 - PROPOSED EXCAVATION & OFF-SITE
DISPOSAL AREAS, Existing Topography, SHEET NO. 13 PROPOSED
TOPOGRAPHY of RELOCATION SITES, and SHEET NO. 15 - ON-SITE DISPOSAL &
GRADING PLAN.]
Attached for your information are copyCies) documents and BREWER's
ApplicationCs), as detailed below:
1) Further information on the ProjectCs), including:
a) Comparison of Previously Approved vs. Revised
Modified Propos~d ProjectCs),
b) Project Description within the Town of Southold,
c) Sup p 0 r tin gin for ma t ion
i )
i i)
i i i)
Impact on Fresh Water Supply
Impact on Marsh Areas
Upland Relocation of Excavated
Ma t e ria I C s )
&
Dredged
2) Application to the Southold Town Board for Soil Removal
Permit 85 required in Chapter 81-4 "Soil Removal"; and
3) Application to the Southold Planning Board for approval
of the overal I site development plan as required by
Chapter 100 130, "Zoning" - Article XIII, Site Plan
Approval from the Code of the Town of Southold.
We specifically call your
Support dated 08/27/86
N.Y.S.D.E.C. and the
background of BREWER,
approved ProjectCs). and
attention to our detai led joint Letter of
to the Army Corps of Engineers, the
N.Y.S.D.O.S. This letter discusses the
the need for the proposed AmendmentCs) to the
the alternatives considered.
<Page 3>
.
.
BREWER GREENPORT - SOUTHOLD BOARD OF TOWN TRUSTEES - 08/28/86
For your further information, we have enclosed a
App Ii ca t i on(s) for these Amendmen t( s) to the Army Corps
New York Department of State, New York Department of
Conservat ion. and the Incorporated Vi Ilage of Greenport.
copy of our
of Engineers.
Environmental
We would welcome
conven i ence. If
ca I I us.
the opportunity to discuss this application at your
you have any questions, please do not hesitate to
Wit h wa r m reg a r d s . . .
Sincerely,
DANIEL S. NATCHEZ and ASSOCIATES, Inc.
President
~
By:
DSN/j I j
Enclosures
cc: Army Corps of Engineers
N.Y.S.D.O.S.
N.Y.S.D.E.C.
Vi Ilage of Greenport
Southold Planning Board
Southold Board of Trustees
BREWER YACHT YARD AT GREENPORT, I NC.
<Page .h
. .
BREWER GREENPORT - SOUTHOLD BOARD OF TOWN TRUSTEES - 08/28/86
Comoarison of
Previouslv Aooroved vs. Revised Modified ProDosed ProiectCs)
There are several differences and simi larlties between
approved ProjectCs) and the proposed AmendmentCsl.
chart tries to provide a summary of these:
the previously
The f 0 I low i n g
AMENDED MASTER PLAN PROJECTCS) In TOWN OF SOUTHOLD
I I "".... Previously
Approved Net
Expansion ChangeCs)
Mo d I f I cat Ion C s )
Maximum Number
Boats - Southold 65 90 -28%
CBoats -
To ta I Project C180l C 180) C 0%)
Total Excavation
Cu. Yds. 39,660 52.950 -25%
Sq. Ft. 77,440 111.275 -30%
Maximum Depth -8.0'MLW -8.0'MLW 0%
Tota I Dredging
Cu. Yds. 450 450 0%
Sq. Ft. 2,625 2,625 0%
Maximum Depth -8.0'MLW -8.0'MLW 0%
Total Lineal Ft.
Bulkhead 990 1 , 130 -12%
Main DockCs) 750 425 +43%
Finger PierCs) 1.080 1,360 -20%
RempC.) 48 288 -83%
Total Pi I as 65 I 41 +37%
'Travallfts' 2 1 + 1
Swimming Pool 1 0 + 1
Excavation:
Cu. Yds. 270 0 +270
Sq. Ft. 1,125 0 +1.125
Boat Buildings 3 2 + 1
Clubhousa Building 1 1 0
<Page 5>
.
.
BREWER GREENPORT
08/28/86
SOUTHOLD BOARD OF TOWN TRUSTEES
The basic differences
are approved would be as
in the ProjectCs)
follows:
if the AmendmentCs)
1) The previously approved "U" shaped boat basin required
1 , 130 I in. f t. 0 far 0 u n d the per i me t e r The pro p 0 sed
Amendment of a 'trapezoid' basin requires only Nine
Hundred Fifty-Five feet C955') of bulkheading around the
perimeter of the boat basin. Additionally Thirty-Five
C35') of subterranean bulkhead wi I I be placed along the
southern edge of the existing marsh area to prevent that
edge of the marsh form washing away [see SHEET NO.5 -
PROPOSED EXCAVATION & DOCK REMOVAL, Comparison of
Previously Approved Plan & Current Proposal].
2) Installation of the in-ground pool between the east wall
of the proposed basin and the existing marsh [see SHEET
NO. 3 SITE PLAN MAPJ. The alternative to siting of
the swimming pool in the proposed location, is not to
have a swimming pool or to place same on the north side
of the boat sheds. Placing the pool on the north side
of the boat sheds wi II prevent interference wi th
automobile parking during the summer and boat storage
during the winter. Not having a swimming pool would
deprive the patrons of BREWERS of an esthetic
enhancement which has been proven to be a desirable
asset to other marinas in the area.
3) The layout at the floating dock assemblies will be
sl ightly modified. The total I ineal feet of docks wi II
i n ere a sea p pro x i ma tel y 43% and the tot a I numb e r 0 f P i I e s
to support the docks wi I I increase approximately 28%.
However, .!..L!. docks and piles will be within the
previously approved reconstruction perimeter. The total
number of boats wi I I not increase [see SHEET NO.3 -
SITE PLAN MAP; SHEET NO.7 - SITE PLAN MAP, Comparison
of Previously Approved Plan & Current Proposal; SHEET
NO. 9 - RECONFIGURATION of DOCKS, Comparison of Existing
Conditions & Current Proposal; and SHEET NO. 10
RECONFIGURATION PERIMETER].
PROJECT DESCRIPTION WITHIN THE TOWN OF SOUTHOLD
BREWER is seeking approval to amend a proposal previously approved by
the Southold Town Board to expand and upgrade their marina, as
follows: CNote: The following description only includes those
portions of the overall Project which are in the Town of Southold.
The Project site lies partially within the Incorporated Village of
Greenport and the Town of Southold. The Project is contingent upon
receiving approvals from both entities, as wet I as the other governing
regulatory agencies. For the complete Project Description, see
attached joint Letter of Support dated 08/27/86 to the Army Corps
of Engineers. the N.Y.S.D.E.e. and the N.Y.S.D.O.S.
<Page 6>
.
.
BREWER GREEN PORT
08/28/86
SOUTHOLD BOARD OF TOWN TRUSTEES
1 )
Excavate a "Trapezoid shaped"
approximately 39,660 cu. yds. of
area of approximately 77,440 sq.
PROPOSED EXCAVATION & DOCK REMOVAL]
boat basin and
ma t e ria I from an
ft. [see SHEET
remove
overa II
NO. 6 -
2 ) R emo v e a p pro x i ma tel y 225 I i n e a I fa e t 0 f ex i s tin g t i mb e r p if e
bulkhead that extends from Dock #2 to the lift wel I and is
located along the south end of the proposed boat basin. The
excavated bulkhead wi I I be disposed of upland by a local
carting company [see SHEET NO.6 - PROPOSED EXCAVATION & DOCK
REMOVAL] .
3) Construct and maintain a timber bulkhead approximately 955
lineal feet along the west. north, and east perimeter of the
proposed boat basin and lift wel I, and 35' of subterranean
bulkhead on the southeast shorel ine. The wood bulkhead wi II
consist of approximately 3" to 4" thick timber sheeting and
14" diameter pi les driven approximately 14.3 feet below Mean
Low Water into firm bottom materials to provide an adequate
base. In addition, there will be a sufficient tie-back
s y stem con s i s tin g 0 f ve r tic a I an c h 0 r p i I est hat wi I I be
at t a c h e d toe a c h t i mb e r p i I e a Ion g the b u I k h e a d wit h 2"
diameter tie-rods. No tie-back system is envisioned in the
area of the subterranean bulkhead. The subterranean bulkhead
will tie into nearby sections of the proposed bulkhead which
forms the east side of the proposed basin [see SHEET NO.3 -
SITE PLAN MAP].
4) Relocate and exoand a travelift well by removing the existing
travel ift consisting of one (1) runway extension
approximately 40' in length located between Dock #3 and Dock
#4. The proposed combined travel ift well (approximately 50'
x 40') wi I I be excavated along the north side of the proposed
boat basin and wi I I be able to accommodate a 20-ton and a
60-ton travel ift [see SHEET NO.3 - SITE PLAN MAP and SHEET
NO. 9 RECONFIGURATION of DOCKS, Comparison of Existing
Conditions & Current Proposall.
5 ) Con s t r u C t. Ins t a II. and ma i n t a i n a s e r i e s 0 f new f loa tin g
pier (dock) assembl ies, as follows [see SHEET NO.3 - SITE
PLAN MAP and SHEET NO. 9 RECONFIGURATION of DOCKS,
Comparison of Existing Conditions & Current Proposal]:
DOCK A located along the west perimeter of the proposed
basin consisting of a) approximately 190' x 6' of main
float; b) five (5) finger piers approximately 40' x 4'
located along the east side of the main float, c) one
(1) timber ramp approximately 12' x 3' located at the
north end of the main float, and d) eight (8) timber
p i I e sap pro x i ma tel y 12" i n d i ame t era n d 40' i n I en g t h
located at the ends of each finger pier, adding
stabi I ity to the structures.
<Page 7>
.
BREWER GREEN PORT
08/28/86
.
SOUTHOLD BOARD OF TOWN TRUSTEES -
DOCK B located in the center of the proposed boat basin,
consisting of: a) One (1) main I ine of floats
a p pro xi ma tel y 185' x 6'; b) On e ( 1 ) t i mb err amp
approximately 12' x 3' located at the north end of the
ma i n f loa t , c) Six (6) fin g e r pie r sap pro x i ma tel y 35' x
4' located along the east side of the main float, d) six
(6) finger piers, approximately 40' x 4' located along
the west side of the main float, and e) seventeen (17)
timber piles approximately 12" in diameter and 40' in
length located at the ends of each finger pier, adding
stabi I ity to the structure.
DOCK C located in the center of the proposed boat basin,
consisting of: a) one (1) main line of floats
approximately 180' x 6'; b) one (1) timber ramp
approximately 12' x 3' located at the north end of the
ma i n f loa t; c) f i ve (5) fin g e r pie r sap pro x i ma tel y 35' x
4' located along the west side of the main float, d) and
seven (7) finger piers approximately 30' x 4' along the
east side of the main float; e) twenty (20) timber piles
a p pro xi ma tel y 12" i n d i ame t era n d 40' i n I en g t h 10 cat e d
at the ends of each finger pier, adding stabi I ity to the
s t rue t u r e .
DOCK D located on the east side of the proposed boat
bas i n con s i s tin g 0 fa) 0 n e ( 1 ) ma i n I i n e 0 f f loa t s
a p pro x i ma tel y 195' x 6', b) 0 n e ( 1 ) t i mb err amp
approximately 12' x 3' located at the north end of the
ma i n f loa t , c) s eve n (7) fin g er pie r sap pro x i ma tel y 30'
x 4' along the west side of the main float; d) eleven
(11) timber piles approximately 12" in diameter and 40'
in length, located at the end of each finger pier,
adding stabi I ity to the structure.
6) Maintenance-dredae a triangular-shaped area approximately
2,625 sq. ft. to an average depth of 8' below Mean Low Water,
and remove approximately 450 cu. yds. of material as measured
IN PLACE [see SHEET NO. 11 - MAINTENANCE-DREDGING MAPJ. The
area within the Town of Southold to receive
ma i n ten a nee - d red gin g , i s 10 cat e d t h r 0 ugh 0 u t the ex i s tin g
docking facility. All maintenance-dredging activities will
be un d e r t a ken bye I am she I I and bar g e and /0 r d rag I i n e
operations. The material being dredged wi I I be placed on
BREWER's upland property, semi-dried, and then relocated as
described (in #7) below.
7) Uoland Relocation of the Excavated and DredaedMaterial:
Approximately 44,090 cu. yds. of material wi I I be excavated
from the proposed boat basin with an additional 10,500 cu.
yds. of material removed by the maintenance-dredging
operations in both the Town of Southold and the Village of
Greenport. All of the dredged materials will bemixedwith
the materials being excavated and deposited upland at three
<Page 8>
.
.
BREWER GREENPORT
08/28/86
SOUTHOLD BOARD OF TOWN TRUSTEES
different locations. The proposed disposal sites are: 1)
On-site disposal of approximately 2,500 - 3,500 cu. yds. 2)
St. Agnes Cemetery located adjacent to BREWER MARINA on the
North side of Manhanset Avenue. Approximately 42.100 cu.
yds. wi I I be deposited on this undeveloped 11.8 acre site
[see SHEET NO. 12 - PROPOSED EXCAVATION & OFF-SITE DISPOSAL
AREAS, Existing Topography, SHEET NO. 13 PROPOSED
TOPOGRAPHY of RELOCATION SITES, and SHEET NO. 15 - ON-SITE
DISPOSAL & GRADING PLAN].
8)
RELOCATE an existing
35' plus additional
bulkhead approximately
bulkhead [see SHEET NO.
upland club house approximately 30' x
decking 20 feet from the existing
70 feet from the to-be-constructed
3 - SITE PLAN MAP].
9) CONSTRUCT an upland in-ground swimming pool approximately 25'
x 45' plus accompanying 10' cement apron, fencing, and.
screening approximately 40 feet from the proposed new
bulkheading [see SHEET NO.3 - SITE PLAN MAP].
10) CONSTRUCT an upland boat maintenance and storage bui Iding,
mast shed and bathroom facilities totaling approximately 110'
x 120' located approximately 75 feet from the new proposed
bulkhead [see SHEET NO.3 - SITE PLAN MAP].
11) CONTINUATION of a Reconfiauration Perimeter Condition which
would allow BREWER to continually change only the
I 0 cat ion ( s ) , wid t h ( s ) , and numb e r ( s) 0 f P i I e ( s ), doc k( s) and
ramp(s) within the Reconfiauration Perimeter "envelope"
[shown on the SHEET NO. 10 - RECONFIGURATION PERIMETER, dated
07/29/86 prepared by DANIEL S. NATCHEZ and ASSOCIATES, Inc.]
provided that the number of boats would not exceed one
hundred eighty (180) and no additional bulkheading. dredging,
excavation or filling could take place without the prior
required regulatory approval(s).
12) A PERMIT CONSTRUCTION PERIOD expiring on 06/30/92.
SUPPORTING INFORMATION
Impact on Fresh Water Supply
AI I agencies previously examined in depth the possible
adverse impact(s) on the fresh water supply and concluded
that the previously approved and more extensive Project(s)
wi I I have I ittle, if any. effect on the fresh water supply.
The proposed revised modified Project(s) wi I I have even. less
of an effect because of the difference in size of the
Projectcsl.
According to Robert A. Villa. P.E., Chief Engineer for the
Suffolk County Division of Environmental Health, professional
hydrologists from the Suffolk County Health Department
<Page 9>
. .
BREWER GREENPORT - SOUTHOlD BOARD OF TOWN TRUSTEES - 08/28/86
conducted a field inspection and reviewed the previously
approved ProjectCs) which extended into the upland
Forty-Eight and Two-Tenths Percent C48.2%) further than the
presently proposed AmendmentCs). Their conclusion is, that:
"Since the peninsula where the Project is
is not really a source of the Vi Ilage water
we CSuffolk County) have no objections
proposal..."
located
supply,
to the
In order to maintain the integrity of the fresh water/salt
water interface, BREWER proposes to undertake the ProjectCs)
with the use of tight interlocking wood sheeting for the
bulkhead. The bulkhead wi I I be constructed around the entire
area being excavated and wi I I extend from a height of
approximately Six Feet above Mean Seal level C+6' MSl), to
approximately Ten Feet below Mean Sea level C-l0' MSl).
Imoact on Marsh Area
A recent site investigation indicated that a section of the
marsh, from its south west corner back to an existing
deteriorated subterranean bulkhead, had begun to wash away.
The amendments to the previously approved ProjectCs) include
replacing the deteriorated existing subterranean bulkhead and
extending the new subterranean bulkhead to stabi I ize the
southern edge of the existing marsh area. The proposed
subterranean bulkhead wi I I be a protective barrier to prevent
further erosion of the marsh due to storms, natural tidal
action, backwash from boats passing through Stirling Basin
and activities at the public boat launch directly east of the
marsh.
The proposed subterranean bulkhead wil I not involve any
excavation or filling of areas near the marsh. The timber
sheeting wi II be supported by a series of pi les and the
subterranean bulkhead wi I I be anchored to the bulkhead that
forms the east wal I of the proposed boat basin. Therefore,
none of the upland Marsh area wi I I be disturbed for bulkhead
anchoring purposes and the proposed subterranean bulkhead
will help to preserve the marsh in its present condition.
Uoland Relocation of Excavated and DredGed MaterialCs)
The proposed upland relocation of excavated and dredged
ma t e ria I C s ) wi I I be ide n tic a I tot hat pre v i 0 u sly a p pro v e d but
wi I I be Twenty Percent C20%) less than the previously
approved excavation ProjectCs). Excavated materialCs) from
the boat basin, 'travelift' well, and all maintenance-dredged
materialCs) wi I I total approximately Fifty-Four Thousand Five
Hundred Ninety Cubic Yards C54,590 Yds.S) to be removed
<Page 10>
.
.
BREWER GREENPORT - SOUTHOLD BOARD OF TOWN TRUSTEES - 08/28/86
from the Pro j e c t C s ) sit e . 0 f t his, a p pro x i ma tel y Ten
Thousand Fifty Cubic Yards Cl0,050 Yds.S) wi I I be from
maintenance-dredging within the Vi I lage of Greenport; Four
Hundred Fifty Cubic Yards C450 Yds.S) from
maintenance-dredging within the Town of Southold; Thirty Nine
Thousand Six Hundred Sixty Cubic Yards C39,660 Yds.S) from
upland excavation within the Town of Southold; and Four
Thousand Four Hundred Thirty Cubic Yards C4,430 Yds.S) from
upland excavation within the Village of Greenport.
Approximately Two Thousand Five Hundred to Three Thousand
Five Hundred Cubic Yards C2,500 Yds.S to 3,500 Yds.S) of
these materialCs) wi I I be relocated on-site in order to
attain the proper elevationCs) and contourCs) for improving
the drainage patterns and for accommodating the additional
related activities such as automobile parking, boat storage,
boat repair and maintenance services.
There will be approximately Twelve Thousand to Fifteen Thousand Cubic
Yards C12,000 Yds.s to 15,000 Yds.S) of matarialCs) deposited
on-site and along the east side of St. Agnes Cemetery which is
contiguous to the area that needs to be fi lied along the west side of
BREWER.
A small section of tidal marsh grass CSoartina 1U.1.) loceted
in the east side towards the southern corner of the site has
been identified; NO FILL WILL BE PLACED ON OR WITHIN
TWENTY-FIVE FEET C25') OF THE MHW LINE IN THIS AREA. This
special condition will help insure the productivity of this
s ens i t i ve i n t e r t i d a I ma r s h Z 0 n e .
Most of the material being removed [approximately Forty One
Thousand Cubic Yards C41,OOO Yds.S)), wi I I be transported
across Manhanset Avenue to a site located directly across
from BREWER. All of the materialCs) will be trucked into the
p rima r y rei 0 cat ion sit eat a poi n t d ire c t I Y a c r 0 s s from
BREWER's entrance drive on Manhanset Avenue. This
undeveloped Eleven and Eight-Tenths (11.8) acre site is owned
and maintained by St. Agnes Church and wi I I be used as a
future cemetery once the area has been upgraded and improved.
There has been further discussion between BREWER's and Saint
Agnes Church regarding the grading and landscaping of St.
Agnes' property. To the extent possible the evergreens that
presently exist Cwhich are relatively young) will be
preserved and replanted on either the Church's or BREWER's
property. The grading wi I I be as shown on the attached Map.
The surface wi I I be protected with straw mulch seeded with a
hear ty grass in a manner s imi I ar to that in wh i ch road. beds
or other irregular slopes are planted in highway or other
construction ProjectCs). In addition, swales will be graded
around many portions of the property to insure that there
wi I I be no surface runoffs onto the roads and adjacent
properties. There wi I I be an approximate 25' buffer area
<Page 11)
. .
BREWER GREENPORT - SOUTHOlD BOARD OF TOWN TRUSTEES - 08/28/86
between the existing three wetlands areas and the placement
of the excavated materials. The mature trees which are on
the easterly side of the property and along parts of the berm
of the old disposal area wi I I be preserved.
In short, the primary relocation site does not represent a
significant or critical environmental habitat. In addition,
because of its proximity to BREWER [approximately Fifty Feet
(50') south, across Manhanset AvenueJ, al I trucking
operations to and from the area wi I I not cause any
disturbance to any of the nearby residents. A temporary
access drive into the site wi I I extend directly across from
the existing entrance drive at BREWER. There are no
obstructions or tight curves at this point along Manhanset
Avenue.
A mo red eta i led des c rip t ion 0 f i s sue s rei ate d tot he Pro j e c t ( s) can be
found in the attached joint letter of Support dated 08/27/86 to the
Army Corps of Engineers, the N.Y.S.D.E.C.. and the N.Y.S.D.O.S.
DSN/KW/jlj
<Page 12>
.~
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TELEPHONE
(516) 765-1892
BOARD OF TOWN TRlSTEES
TOWN OF SOUTHOLD
Town Hall, 53095 Main Road
P.O. Box 72'8
Southold, New York 11971
July 3, 1984
Mr. Daniel S. Natchez
Daniel S. Natchez and Associates, Inc.
Suite 1100
555 AIda Road
Mamaroneck, New York 10543
Re: Brewer Yacht Yard at Greenport
Dear Mr. Natchez:
Attached herewith is your check in the amount of $5.00.
Please be advised that the Trustees have no jurisdiction
in regard to the project referenced above.
Very
Yo:;;~~
~
Henry P. Smith, President
Board of Town Trustees
HPS:ip
Attachment
.
.
. ROBERT W. TASKER
Town Attorney
. '. ~.'.'.
'" "
"..,
RNEY
TELEPHONE " ,.fT.
. ','"
(516) 417.1400 ".
....-'-..
:<. ',.:: :!_~!.:;
425 MAIN ST.
GREENPORT, LJ., NEW YORK 11944
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May 19, 1982
.~-. :.
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To: Town Board of Trustees
.- .....:/"
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.
Re: Sterling Creek or Basin
,
Dear Sirs:
:;.l
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From time to time in the past, and most recently in the case of the wetland
application of Farr, the question has aristn as to whether or not Sterling
Creek is within the boundaries of the lands granted to the Town of Southold'
. under the Andros Patent, dated October 30, 1676, and thus under the juris'- .
. diction of the Town Trustees. I believe that it will assist the trustees if I
reviewed the court decisions involving the language of this Patent.
.- ~::~~_:_'\:'. ::~(:: ::'
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'". <?;: ::'/0~::~'~f(:
~~ ;::;~l~i~ieP;:~h~~:~st~:ea;~;e::t~:: :i~:::;:~ :~ ~::o~i:i:::s~~.. "::>rj~;;{
1903, the town commenced an action to eject one, Francis Parks and others, ::>~./~~~;r,;
. .. ,.-........... ,.......;.;
from a 64 1/2 acre tract of land in "Town Harbor" or "Southolq Bay". 'The "<:;::~:)~:f!~;t.';"
defendants claimed title by virtue of a conveyance from Suffolk County pursuantc:;'f:~~~!
to an act of the State Legislature passed in 1884. which act ceded to Suffolk;.A/J;J;~'f;
County certain lands under Peconic Bay for purposes of oyster culture. .:,~?i;'..t'
~::U:~;~;d~~St~;O~~r~~Spl~:n~U:::;:e~~~~;:e~~:~cd ~i t;:ea~O:~~inT~: lands':'c';::~~;1W{Y
defendants claimed that Peconic Bay was not within the lands granted under .' '.':.:;,::::;>~ .
the Patent and were therefore owned by the State of New York. The Supreme .".':;,,:..Jt.,,~,.,
. '---." '. r -:'<' ~ ~..:.#."
Court of Suffolk County held that the Patent did not Convey Gardiners andki,~ "..";'Y':
.......j ...~~ \~..~>..:,..
Peconic Bays to the town (41 Misc. 456, 84 N. Y.S. 1078). This decision was":;''',ii::<
. --------- '. ..;-....;,.,.....:
affirmed by the Appellate Division (97 App. Div. 636, 90 N. Y. S. 1116) and by . '.~,.)~::::'
the Court of Appeals (183 N. Y. 513). In essence. the Court held that the Patent ..,r~:i~i:(k{,;.
described. the ~orth bo~ndary as "bounded... on the north ~ the sound... ~ ".';t;~;~?ti
and that Slnce it described the south boundary as "bounded. . . on the south ~ 'vst4
arme of the sea or river which runneth up between Southampton land... ", that:::;;:.~'*''.i':'~;
..r!:.,:.,;.~
the intent was to exclude Long Island Sound on the north and Peconic Bay on the ,:.;;:R1C
"" " .. ^;,~;~.,:i.;..fj.'.i,~.~.i.f.,:~.~.f.~
- ,,;' .~~;:.'.~~~.:\....<::- ,,' ,,". -,", "". '-, ".
.
.
.
Town Board of Trustees
-2-
May 19, 1982
. : ~~
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south. For your information, I am enclosing a copy of the decision in the Park's
case.
'".'-
.,
.~ ;.. .
In 1929, the State made a grant of land under Sterling Creek to Ralph T. Preston.
The Town.of Southold brought an action against the State of New York and Preston
and asked the court to adjudge that the Town. of Southold was the owner of the
lands under the waters of Sterling Creek, and to declare the State grant null and.,"
void. The court held that Sterling Creek constituted a part of Greenport Harbor,
which is part of the "arme of the sea" mentioned in the Andros Patent as the'~
southerly boundary of Southold Town, and that therefore, Sterling Creek is not .'c
within the limits of the land granted under the Andros Patent and that title thereto.
was vested in the State of New York. The Preston case was appealed to the
Appellate Division and affirmed (252 N. Y. S. 957). A motion for leave to appeal
to the Court of Appeals was denied (253 N. Y. S. 1002).
.'. ~
.r
'.
For the information of the Trustees, I am enclosing a copy of the Case on Appeal;,/;'.,:
in the Preston Case, among other documents, which include the trial testimony;..;.;';!,,;,;
. .~, ,j'. -' '. .
findings of fact and conclusions of Law; Opinion; Judgement; and Order.of'.;;;>;>
Affirmance by the Appellate Division.
You,s very truly,
ROBERT W. TASKER
RWT:aa
encs.
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TELEPHONE
(516) 765-1892
BOARD OF TOWN TRl'STEES
TOWN OF SOUTHOLD
Town Hall, 53095 Main Road
P.O. Box 728
Southold, New York 11971
APPLICATION IS HEREBY MADE TO THE TOWN TRUSTEES OF THE TOWN OF
SOUTHOLD. SUFFOLK COUNTY, NEW YORK FOR THE ISSUANCE OF A PERMIT
PURSUANT TO THE LAWS, ORDINANCES AND REGULATIONS GOVERNING THE
COASTAL AND INTERIOR WETLANDS, FLOOD PLAINS AND DRAINAGE AREAS
OF THE TOWN OF SOUTHOLD, AND THE ISSUANCE OF PERMITS PURSUANT
TO CHAPTER 32 OF THE CODES OF THE TOWN OF SOUTHOLD.
APPLICATION NO. DATE OF APPLICATION August 28, 1986
(516) 477-9594
I DENT I TY OF APPL I CANT BREWER YACHT ~ARD at GREENPORl', Inc. PHONE NO
--
ADDRESS OF APPL I CANT _-MaIll1"""Pt- 7\"P""" f, RP"",h Rnad..__J;ref'J1POrt. NY 11940
TAX MAP NO.
- .043.,.3-2
AGENT Dl\NIEL S, NATCHEZ and ASSOCIATES, Inc,
(914) 698-5678
PHONE NO._
PERMIT REQUESTED TO M";"tenan~~r installation of pool within 75' of
;"t-P~t-i '"", m"rqh r '""IY'''';'t fj'l1 material within......15 \ of freshwater wetland
LOCATION OF PROPERTY FOR WHICH PERMIT WANTED BREWER YA,CH1' YA;RD at GREENPORl',
T"C" .n" Stirling Basin; St. Agnes property north of Manhanset Avenue.
AGENr
HOME ADDRESS OF PERMIT ~ IF DIFFERENT FROM AFORESAID LOCATION
555 Alda Road, Mamaroneck, NY 10543-4002
CREEK, BAY OR HARBOR FRONTING PROPERTY ~+-irl;n9' 'R.=ac;n
S! ZE OF PROPOSED WORK Mi>i"tPJ1r","'P-r'lr","gF' 4o;n ('" Vr1".. mol 75 'x45.L,-~~--
flll located 25 I fran. existmg freshwater wetland.
LENGTH_~ - Set'! at-t-"",},,,," Tpt-t-pr.of ~mnn. :ct: ,""t-"'" nR1?7/S6
~ f (
WIDTH VARIES - See attached..let.t.eJ:....of ~~rt- ,""t-"'" 0R,1?7/.B.6.
HEIGHT ABOVE HIGH WATER
VARTE~ SPp "t-t-"C"hp," T pt-t-pr nf C:''['P''rt;-4at.~7f86-.,-
.
.
DEPTH BELOW LOW WATER Maintenance dredge to -8'MLW
YARDS TO BE EXCAVAT~D l\ppro:l;{. 270 Cu. Wis. for in-ground J?<X>4 450 Cu. Yds. for
- -~ill<J.
Regrading approx. 1.82 acres by placing 3,000 Cu. Yds of material
YARDS TO BE F I LLED<lithin is' h1lt not-~:),OSeJ;:" _i;:!1al;:t :?-5~. o:(_a ::!:.;L~re freEhwater pOnd
area.
WIDTH OF CANAL, CREEK OR BAY FRONTING PROPERTYVARIES - See attached Letter of
-----support dateallll/7778I
DEPTH AT LOW. TIDE VARIES - See attached maps
AVERAGE RISE IN TIDE
2.5'
DISTANCE TO THE NEAREST CHANNEL
600
FT.
DISTANCE PROJECT EXTENDS BEYOND SIMILAR PROJECTS IN THE AREA__~~_FT.
IS THIS FOR PRIVATE OR BUSINESS USE? Business - Boat Yard & Carrnerial Marina
AREA ZONING
Greenport - Southold - WC (Waterfront Corrmerciall C (Light Industrial)
MANNER IN WHICH MATERIAL WILL BE REMOVED OR DEPOSITEDnrPnging~_
clamshell & barqe and/or dra.gline o~iLt;iQn. Fil.J..j,o 00 tran"V'IT"" h~ t-rn"k (,,)
INTENDED USE OF PROPERTY
Full service Boat Yard and Mar~_______
DESCRIBE ANY KNOWN PRIOR OPERATIONS CONDUCTED ON THE PREMISE
Pierce Marina - Carrnercial Boat Yard
AND WHETHER ANY PRIOR LICENSE OR PERMITS HAVE BEEN ISSUED TO ERRECT
STRUCTURES OR TO DREDGE OR DEPOSIT FILL ON SAID PREMISES AND WHETHER
ANY PERMITS OR LICENSES WERE EVER SUSPENDED OR REVOKED BY A GOVERNMENTAL
AGENCY-.l2"\'T\j~{C!) "oTe :::Ir~ C!OQvi"'lJ tn mrvH-fy ur;::ac: rr~vin1'C!':Y ::IIT'T"f"'1ue<) by :::I" re':JJ11:::1rn"l'
authorities in Town of Southold, Village of Greenport, Army Corps of Engineers (Pennit
ll349.Q}.....-N-Y-S..D..E r. Mrv'Ii fi Pn Pprm; t- JUQ-R4-n7h6.;... ",nil N v..s n () t::: rnn"i "t-pnq,t.
Certificate *F-85-254.
DESCRIBE FULLY THE REHABILITATION AND PROPOSED CONDITION OF THE
PREMISES AFTER THE WORK IS COMPLETED INCLUDE AN ADDITIONAL SURVEY OF
THE PROJECT SITE I F NECESSARY ~r.:=!nin'J nf ~it-p wi 11 hP .=Ie: c:nnwn nn ;::ai-f-;::ar.hM mFlp~
so as to prevent runoff into roads and adjacent property. Surface of filled area will
r,p prnt-pM-Pn wit-h s:traJ&: TT1111C'h "~M wit-h hp"rt-y 0/"""', p'l<i"t-ing ynllng evez:g::r:eeruL-__
will be preserved. For rrore detailed information see attached Letter of Support
i1",t-Pn OB,L27,L8.6....fran nllNTRT, S NII'lrHR7. ",nn IISSnrTII'!'RS. Tn"
WRITTEN CONSENT OF THE OWNER OF THE PROPERTY, IF NOT THE SAME AS THE
APPLICANT.
-----------------------------------------
ARE THERE ANY COVENANTS OR RESTRICTIONS IN YOUR DEED THAT WOULD
PROHIBIT THIS PROJECT? NO
.
.
COUNTY OF WESTCHESTER)
STATE .OF NEW YORK )SS:
Jack Brewer / Jr. / ?resident
BEING DULY SWORN DEPOSES
AND SAYS THAT HE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS,
AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST
OF HIS KNOWLEDGE AND BELIEF, THAT THE WORK WILL BE DONE IN THE
MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY
THE TOWN BOARD OF THE TOWN OF SOUTHOLD. THE APPLICANT AGREES TO
HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES HARMLESS AND
FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY
VIRTUE OF SAID PERMIT, IF GRANTED.
In completing this application I hereby authorize the.Trustees~
agent or representat1ve to enter onto my property to 1nspect tne
premises in conjunction with review ~s~~i\cation.
S I G~ U E ~F AI:'. .PL "ANT.", :t
,J ~r .J;J;'.r l"~~'+~
BREWER'S YACHT YARD at GREENPORr, INC.
SWORN TO BEFORE ME THIS
28th
DAY OF
19Se
.~.~t
.q, /Ia? fl!
/If/'/D (/ n /-G-4/
~ NOTARY PUBLIC
,
LESLIE J. MIU.EIt
,..." NIllc.....lJf,...-..
No. 4831101
0uelIfIed in WaltCtl Ltll r CDunlY h/7_
Cammi8llan ExpinII Men:h 30. 1a:!...r
EXAMINED
APPROVED "WETLANDS" PERMIT (CHAPTER 97)
APPROVED "BOAT, DOCKS, WHARVES" PERMIT (CHAPTER 32)
DISAPPROVED "WETLANDS PERMIT" (CHAPTER 97)
DISAPPROVED "BOATS , DOCKS , WHARVES" PERMIT (CHAPTER 32)
CONDITIONS, IF ANY
EXAMINING BODY
SIGNATURE OF CHAIRMAN
COMPUTATION OF FEES
Approved 2/27/85
~
\
.
.
BOARD OF TOWN TRUSTEES
TOWN OF SOUTH OLD
. .
SHORT ENVIRONMENTAL ASSESSMENT FORM
"
Projectlnformallon (To be completed by Applicant or Project sponsor)
1. Applicant/sponsor 12. Pr~ject Naf!'le
BREWER YACHl' YARD at GREENPORr, Inc. BREWER 'YACHT YARD at GREENPORr, Inc. '
J, Project location:. Manhanset Ave. & Beach Rd.
Municipality TT': .~ - -= .rounty
., Is proposed action:
o New 0 Expansion 0 Modification/alteration
S, Describe project briefly: Maintenance-dredge approx. 450 CU.Yds. of material tsl from approx.
2,625 Sq.Ft. triangular area within existing boat basin, depositing dredged material(s}
at sites described in attached letter, with fill being placed no closer than 25' to
outenmst edge of freshwater wetland; Construct 990 lineal feet of bulkheading, includi:
35 lineal feet of subterranean bulkhead; Install 25'x45' pool with 3' to 10 depth.
6. Precise location (ruad intersections, prominent landmarks. etc. or provide map)
See attached maps.
7. Amount of land affected: for all projecttsl
Initially t; acres Ultimatelv 5 acres
8. W~tOPOsed ae'tion comply with existins zoning or other existing land use restrictionsl
Yes 0 No If No, describe briefly
., What is present land use in vicinity of projecH
o Residential 0 Industrial a Commercial o Agriculture 0 Parkland/open space o Oth..
Describe:
Waterfront Ccmrercial - Full service boat yard and rnaJ:ina.
'0, Does action involve a permit/approval, 01 funding. now or ultimately, from any other governmental agency (Federal, state or localll
X50 Yes 0 No If yes, list agencY(sJ and permit/approvals Anrw CorpS of Engineers, N.Y.S.D.E.C.,
N.Y.S.D.O.S., Village of Greenport' s Town Board and Planning Board; and Town of
Southold's
11. ~ any aspect of the action have a currently valid permit or approvaU N.Y.S.D.E,C. Modified pennit #l0-84-0766
Yes 0 No If yes, list agency name and permit/approval type valid l2/l0/84 thru l2/TI/8g; Anrw Corps
Modified pennit #l3490 valid 02/14/85 thru 02/l4/90; and N.Y.S.D.O.S. Consistency
r'o.....H'icate #F 85-254.
12.~result of proposed action will existing permit/approval require modificationl
Yes 0 No .
I CERTIFY THAT THE INFORMATION PROVIDED AOOVE 15 TRUE TO THE BEST OF MY KNOWLEDGE
John Brewer, Jr., President
ApplicanUsponsor BREWER YACHl' YARD at GREENPORr, Inc. 0.8/28/86
name: Dale:
Signa lure: ~~DE" ---I
,- \ \
-
-2
~.
~,
,
...:_TCWN of SOUTHOLD
- EAF
E!iVIRQ;lMElITAL ASS~SSMEIIT - PART I
.
Proiect Info~tion
HOTICE: This document is desicned to assist fn determining whether the action proposed may have a significant
effect on the envf'Onment. Pl.,se cO"9lete the entire Data She.t. Answer; to tnese questions will be consicered
as Dart of the application for apprcval and may be subject to fut":.her ver-ification and public revie)ljl. Provide
any additional infonmation you believe will be needed to ccmolet~ PARTS 2 and 3.
!t is expec~ea tnat ccmcJc~icn of t~e EAF will be dependent on information currently available and will not
Involve n:w StUdles, researon.or investieation. If information renuirin9 sucD additional wor. is unavo'~ole.
sa t~dfca~e and specify each lnstance.
:IAME DF PROJECT:
AGENT
KAME A~D ADDRESS OfXlll1/OCq II f Different)
1=l'Pl'<'l'.\n:;"'D V2V~ vn'QO ilt. t"""Dt:I'r:"P.:'I'O~, I41C
DANIEL s. NATcHEZ and ASSOCIATES, me.
(Name)
ADDRESS AND HAIlE OF APPLICANT:
B"R~ Vl'!.~ V'n,pn ::d- r=o~TDr'lt;lrT1 T'P""l.....
(Hane .
1~~r~epea Ilsaa
M<maroneck. NY
(P .C.) (State)
10543-4002
(Zlp)
Manhanset Avenue & Beach Road
(Stre.t)
Greenport NY 11944
(P.o.) (State) (L10)
BUS'l~:SS PHONE:
(914) 698-5678
DESCRIPT!D~ OF P~OJECT, (Briefly descrfbe type of prejeot or action) Amendment (5) to previously-approved
Master Plan Project(s) of excavation, bulkheading, maintenance-dredging and reconfiguratiol
of fleaL.:..<:, pi.z:x as~'l1I51y p.~"Cljeet. (s) .
Also see attached Letter of Support dated 08/27/86 by DANIEL S. NATcHEz and ASSOC., Inc.
(PLEASE COI!PLETE EACH QUES,IOII - Indfcate H.A. ff not applicable)..
A. SITE DESCRIPTIO~
(Physfcal setti~9 of overail project, both deveioned and un~evelQD~d areas)
1. General character of tne land: Generally unifor.ll .lope..x-. "enerally uneven and rcl1fn9 or irre,ular
2~ Present land use: :!rooln . Industrial . Ccrnnerdal ~. Subur;a"n
-' Agriculture _.ljtn;r .-
3. Total acreage of oreject area:-12.0~cres.
-.'
Rural _.. F'Jr~st
.'
Acproximate acreage:
Presently After Com~Tetio"
M~adow Dr Br-ushland
.3~acres
Q~ 0 acres
Hater Surface Area
Presently After Completion
2,30. acr.. 4.-95 ac.os
Forested
_acres
__acres
Unvegetated (rock,
..rUl Or fill)
8,67
_Ie:-es
6.42
-=--acres
Aaricultural
_aF=-res
_acres
~etTand (Freshwater or
Tidal ~s Der Ar:icIes
24, ,! o. F.C.l.)
.35 acres
,35 acres
~oads. buildinas
and other ;Javed
surfaces
.40 ...
~acres
35
~ac!'"es
Other' (ind~cate ty,.,e) _ac::-es _acT'!s
4. !lhat is 'redominant soil tyee(s) on ore;eo: sit.? Coarse to fine brown sand & gravel, sone silt,
>::!.c...t!. ru..J..t'iWu:.u .t<.t:..rVRI'.
a. ;"'e ther~ ~pdrod outc:-o,oinc$ on "rnjPct sit~? _Y~s ~.~C'
5.
t. ~hat is de~~h to ~ed:-cd?
9!1t;8
1\1/n
,
(~n feet}
- 6.
A~prcxi~te ~ercenta~-e of proposed ~~~j;~;:site with slooes: O-lO~~~: l~~li~~ :; T:: .or
greater %. . 0.,--
Is project contiguous to. or contain a~ii~n~ or site listed on the National Register of Historic
Places? ______yes ~No
'.'
Varieee"'.: 3 I 8" to 6' 5" below grotmd surface. SEE A'ITACHED LETI
8. What is the depth to the water table? re1i'l-
g.
Do hunting or fishing opportunities presently exist in the project area? _____yes ~No
Does project site contaiD any species of plant or animal life that is identified as thr~atened or
endanaered - ______yes ~lo. according to - Identify each species
10.
11.
Are there any unique ar unusual land farms on L~e project site? (i.e. c~iffs. dunes. other geological
formations - ______yes ~No. (Describe
12.
Is the pt"pject site pcesently ysed by ~he call1l1unitt,ac neighb<>rhaad as an aDen MtHd1f:r'Oii.,!:allif recreational boa
Uea - ,/\, Yes No. ProJect sJ.te pr=ues pUC.LJ.c access t:O .
-- . ll1g
Does the present site offer or inc1u,de seeni" '[je'\lfs .or. vis~s knewn to. beyjlDC~l:1etre comnunity?
X Yes No Waterfront VJ.ews 0:[ btir.Lll1g J;aSll1 WJ.i.L De .
- - ~ .
Streams within or contiguous to project area:
13.
14.
a. Name of stream and name of river to whiCh it is tributary
Stirling Basin
a.
lakes. Ponds. Wetland areas within or contiguous to project area:
Stirling Basin
15.
rlame
; b.
Size (1n acces)
+35
16. What is the dominant land use and zoning classification within a 1/4 mile radius of the project (e.g.
single family ces1dential, R.2l and the scale of develaament (e.g. 2 stacy). 2-story RA-low denisty single
family residential and agricultural; VK::.7 Waterfront ccmnercial and light industrial
B. PROJECT DESCRIPTION boat yards and marinas.
1. Physical dimensions and scale of project (fill in dimensions as a~propriate)
a. Total contiguous acreage owned by project sponSor
9.77
acres.
b. Pcaject acreage develaDed: 9.. 42 acres Ini tially; 9..4:lues ul timately.
. 35 tida.l wetl<mds
c. Project aCreage to remaln undeveloped ~_.
d. Lengtll of project, in miles: N;1A
elf appropri a te)
e. If project is an expansion of existing, indicate percent of exoansion proposed: building square foot-
age ; developed acreage . SEE. ATI'1\01ED!
f. Numbec of aff-stc"'t packing SDaces existina 90-95 ; DcaDased ":t160.
g. Maximum vehicular trips gene~ated per hour
t;-lO (uDon completion of projec-:')
h.
If resid2ntial: Number and type of housing units:
.'
~ne Fami ly
Two Fami l.y
Nil'.
Multiple Family
Condominium
Initial
Ultimate
i. If:
Orienta-:'ion (
:!ei9hborhcod-CitY-Regio~ A
Estimated EmcTcyment
Cotmlerci a 1
Industrial
j. Total height of tallest r'lrOOQsed structure _~__fee~.
-2-
--- "
Approx,
(Le. r....=:J_rthl etc.) will be r~ved
Total e:<<:avation & rnaintenance-dredg.
from the s...
N/Jl.
.54,860
tons
2.
How much natural material
- ,
3. Haw many acres of Vegetation (tre~s, shrubs. ground covers} will be r~ved fro~ site _ ~acres.
4. Will any mat~re forest (over l~Q years old) Or other locally-important vegetation be removed ~y this
project? _Yes y"-No
cubic yards.
5. Are th~re any plans for re-vegetation to replac~ that removed during construction? ~Yes ______Uo
6. If single phase ~roject: Anticipated period of construc~ion _months, (including demolition).
7. If ~41:i-~~~sed ~rajec~: i. Total number of phases antic~pated ~No.
b. An:iC~D~ted date of :onTnencement ohase ll:r--ll'Ionth,,~ear. (inc:1uding
d.~lltlon) _
c. Acproximate ccmoletion date final ,hase ~6 m:J:1tl1 ...9..Ue.al"'.
d.
X
Is phase 1 financially de~endent on subseauent chases? ______yes _____No
8. Nil1 blas~ing Occur during construction? _____yes ~~o
9. Number of jobs generated: during construction ~; after project is comolete 15 .
10. Number of jobs eliminated by this project None.
11. Will project require relocation of any projects or facilities? X Yes No. If yes, exolain:
Existing floating pier assemblies & travelift will be ~ctea P,nd .:reloc'\ted,
12. I. Is surface or subsurface liquid waste disoosal involved? ______yes ~No.
b.
If yes, indicate type of ~aste (sewage. industrial, etc.)
If surface discosal name of stream into which effluent will be
}T/:A.
dischaMJed
N(~
c.
13. Will surface area of existing lakes, ponds, streams, bays or other surface waterways be increased or
decreased by crocosal? ~Yes ______"0.
14. Is project or any cortion of project located in the 100 year flood glail'1? L-Yes ______Ho
15.
a.
Does project involve disoosal of solid waste? -2f--Yes _____No I1redged ~t~~lCSL-
If yes, will an existi~g solid waste disnosal facility be used? _Yes ~..!.."o .l~Ja;t,er;i:a,lJSL-J?laced
upland;. on-site and adjacent St, Agnes CeI!1etery ~r~
If yes, give n'me: N ~ . location Nt'1\, .
I
llfll any wastes not go fnto a sewage discosal system or "into a sanitary landfill? ______yes __~~o
b.
c.
d.
16. Will grnject use herbicides or p~sticides? _____yes ~~o
17. Will project routinely p~duce odors (~ne than one hour Der day)? ______yes ~No
18. WilT project produce oDerating noise exceeding the local ambience noise levels? ______yes ~No
19. \,fi11 project resuit in an inc:""ease in energy use'? _Yes ~No. If yes, indicate tyoe~s)
21.
20. If water sUDoly is f~m wells indicate Dumoing cacacity ~~l\
gals/minute.
22.
Total anticinated water usage per day _~~_____Qals/day.
Zoning: a. What is dc~inant zoning classification of sit~?
b. Current sce~ific zoning classific3tion of site
WC:-Wa,terfront CClllJl)ercta,1 ~een1?Ort
C-oLigfit Industrial ..,. Southold
c. !s crooased use co-,sistent with "resent zoning?
C-r.ight- Industrial
Yes
d. If no, indicate desired zoning NIA
-l-
26.
\
Is any Federal permit~~~red? ~Yes ______No
b. Does project involve ~e or Federal funding or financing?
Approvals: I..
. .
c. Local and Regional approvals:
Approval Required
(Yes, No) (Type)
1\MEM)E!)
City. Town. Village Board Yes.- Ppnni+-
City, Town, Village Planning Board ~ l~'E'6';al
City, Town. Zoning Board bJo--
Cfty, County Health Department ~
Other local agenciesTawn Tnustees YeS- p~,.",it-
Other regianal agenc1es NQ.....--
State Agencies ~ ~
Federal Agencies YeS- J\
Greenport-Brd. of Trustees Yes Pe t
C. INFORIIATlONAl DETAILS
.
__Yes ~No
Submittal
(Date)
Approval
(Date)
08 /;> 8L8 6 ppnding
gg/2i?/86 "
08128;186
, .
g86
86
86
"
l'
..
Attach any additional information as may be needed to clarify your project. If there are or may be any
adverse impacts associated with the proposal, please discuss such impacts and the measures which can be
taken to mitigate or avoid them. .. ,--
PREPARER'S SIGNATURE: ~G .l~_/,\
. JQ Brewe.rf. Jr'-l
TITlE:__President
REPRESENTING: RRF.WF:R YACHT YARD at ~ORr, Inc.
08/28/86
DATE:
-4_
..
. .
r "
.==~ of ~r;rnom
.
ENVIRONMENTAL ASSESSMENT - PART II
Project Impacts and Their Maqnitude
General Information (Read Carefully)
- In completing the form the reviewer should be guided by the question: Have my decisions and determinations
been reasonable? The reviewer is not expected to be an expert environmental analyst.
- Identifying that an effect will be potentially large (column 2) does not mean that it
siinificant. Any large effect must be evaluated in PART 3 to determine significance.
'ef ect in column 2 simply asks that It be looked at further.
is also necessarily
By Identifying an
- The Exameles provided a~ to assist the reviewer by showing types of effects and wherever possible the threshold
. of magnTtude that would trigger a ~sponse In column 2. The examples a~ generally applicable throughout the
State and for most situations. But, for any specific project or site other examples and/or lower thresholds
may be mo~ appropriate for a Potential large Impact rating.
- Each project, on each site, in each locality, wilT vary. Therefore. the examples have been offered as guidance.
They do not constitute an exhaustive list of impacts and thresholds to answer each question.
- The number of examples per question does not indicate the importance of each question.
INSTRUCTIONS (Read Carefully)
a. Answer each of the IS questions in PART 2. Answer.!!! if there will be !!!.l effect.
b. Maybe answers should be considered as Yes answers.
c. If answering Yes to a auestion then check the appropriate box (column 1 or 2) to Indicate the potential
size of the imeact. If impact th~shold equals or exceeds any example provided, check column 2. If
impact will Occur but threshold Is lower than example, check column 1.
d. If reviewer has doubt about the size of the impact tl1en consider the imoact as !,otentially large and
proceed to PART 3.
e.
If a potentially large
magnitude, place a Yes
Imeact or effect can be reduced by a change in the project to a less than large
in" column 3. A No response indicates that such a reduction is not possible.
1. 2.. 3.
1. WIll THERE SE AN EFFECT AS A RESULT OF A PHYSICAL CHANGE TO
PROJECT SITE?
NO YES
O€)
SMAll TO POTENTIAL CAN IMPACT BE
MODERATE LARGE REDUCED BY
IMPACT rl'PACT PROJECT CHANGE
- - -
- - -
- - -
- - -
-*- - -
---X.. - -
- - -
IMPACT ON lAND
~xameles that Would Aeply te Column 2
Any construction on Slopes of 15: or greater, (15 foot rise per
100 foot of length), or where the general slopes in the project
area exceed 10:.
Construction on land where the depth to the water table Is less
than 3 feet.
t"onstruction of aaved oark.inq arel'l f'('ir 1 ,~'1~ or more vehicles.
,
Censtruction on land where bedrock is ex~osed or generally
wi thin, 3 feet of existing ground surface.
~ Construction that will continue for more than .vear or involve
more than one !,hase or stage.
x
Excavation for mining purposes that would remove more than 1.000
tons of natural mat~rial (i.e. rock or soil) per veal".
For recreatiOnaL bociting purposes .
Construction of any new sanitary landfill.
-5-
\ .
. .
.~
Construction in a designated floodway.
-X. Other Impacts:Toooaraohv of Proiect(s) Site will
improved & church properties will be enhanced
If.)
2. I!ILL THERE BE AN EFFECT TO ANY UNIQUE ~R UNUSUAL LANQ FlIR1lS IX'\A
FOUND ON THE SITE? (I.e. cliffs, dunes. geological forma- ~
t~s. etc.)
Specific land fonns:
IMPACT ON WATER
NO
3. WILL PROJECT AFFECT ANY WATEP. BODY DESIGNATED AS ..........17:\
PROTECTED? (Under Articles 15, 24, 25 of the Envlr- ~
onmental Conservation La~. E.C.l.)
Examo1es that Would Apply to Column 2
Dredging more than 1DQ cubic yards of material from
channel of a protected stream.
Construction in a designated freshwater or tidal wetland.
Other impacts:
4. WILL PROJECT AFFECT ANY NON-PROTECTED EXISTINr. QR NEH NO
BODY OF HATER? .. ............................ ........ ......0
Examoles that Would Apply to Column 2
A 10% increase or decrease in the surface lrea of any body
of weter Dr more than I 10 acre increase' or decrease.
Construction of I body of wlter that exceeds 1n acres of
surface area.
X Other Imacts: Project{s) will enhance recreational
- opportUnities by Creating a trapizoidal shaped
boaL ~.3~.L a~.l:".rox. 77,448 Dq. rL.. HO
5. WILL PROJECT AFFECT SURFACE ~R r,ROUND"ATER nUALITY? G)
Examoles that Hould Ap~ly to Column 2
"
Project wiTT require a discharge permit.
Project requires use of a Source of water that does not have
aporoval to se~ve ,roposed project.
Project requires water sucply from wells. with qreater
thap ~s gallons per minute ~umping capacity. .
Construction or operation causing any contamination
of a public water suoply system.
Project will adversely affect groundwater.
Liquid effluent will be conveyed off the sfte to
facilities which presently do not exist or have
inadequate capacity.
Project requiring a facility that would use water tn
excess of 2".000 gallons per day,
___ Project will likely cause siltation or other discharge
. into an existing body of water to the extent that there
will be an obvious visual contrast to natural conditions.
-<-
.
1
. 2.. 3.
IlW.ALL TO POTE.'lTIAL CAN I!1PACT BE
~DERATE L~RGE REDUCED BY
THPA<:T IMPACT PROJECT CHANGE
- - -
be -1L
- -
.
YES - - -
- - -
- - -
,0
- - -
- - -
- - -
- - -
YES
0
- - -
.
- - -
X
- - -
C - - -
- - -
- - -
- - -
- - -
- - -,
- - -
- - -
- - -
,
. .
'\
e:--
~ther I"",acts: See previously sul:mi.tted letters
f H2M dated 01/31/84 & Suffolk County dated
ren. 01/12/114
6. WILL PROJECT ALTER DR4INAG, FLa". P4TTE~'IS OR SlIRl'A~1: !lATEll'~o YE
RUNaFF? . .................................................. 00
Exar.ltlle that "!ould JI.'1pty to CoTum 2 ,
Project would ;rrt')ede flood water flows.
Project is likely to cause substantial erosion.
Project is fnco~atible with existing drainage patterns.
nr;:dnrlgP
...x.
Other Impacts:ProjP.Ct (",) wi 11 improvE'>
patterns and flows.
IMPACT ~~AlR
110 YES
7. WILL PROJECT AFFECT AIR QUALITY?..........................~ 0
rxamoTes that WouTd Apply to Colu... 2
Project will 10duce 1.~O or more vehicle trips In any given
hour.
Project will result in the incineration of more than 1 ton
~f refuse per hour.
Project emission rate of all conta~fnants will excp.ed 5
lbs. Der hour or a heat source ~roducing mar~ than 1~
million BrU's pel'" hour.
Other 1malets:
I~O~C7 ON DlANTS AND ANr~ALS
8. WILL PP~ECT AFFECT ANY THREATENED OF. ENDANGERED SPECIES?
:to YES
GO
Examcles that Would Apoly to Column 2
Reduction of one or ma~ species listed on the N~ York
or Federal list. using the site. over or near site or
found on the site.
:.
Removal of anv !)ortion of I critical or sianificant wild-
T if. /lob; (.or..
ACl)licatinn of Pesticide or ~eri)icidl! over maN) than
t".ic! I yea!'" other th3:n for a.J"'~ C."t.u"'_...l pi.n.po'i'~S.
Ot;'~r it.'lcacts:
9. !/ILL PROJECT SUBSTAIITlALLY AFFECT r~ON-THREATE;IED OR NO YES
E~OAN~ERED SPECIES? .......................................(; 0
Examole that Would Apply to Column 2 ,
rroject would 5ubs:antially inte~fere with an:' resident
or migratory fis!1 or wildlife species.
Project reouires the rp.mQval of more than l~ ae!"'!s of
mature forest (over l!)n ye3rs in aC'le) or other locallY
im~or~ant vegetation.
-7-
1.
.
.2.
3.
~~LL Te POTENTIAL r.Arl Il1PACT BE
DEKATE LARGE REDUCEO OY
=:Jp~C'~ r....CT PRaJECT CHArlGE
- - -
- - -
S
- - -
- - -
- - -
-X... - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
.
- - -
- - -
'.
".
- .
~
'-C
.'-
1.
4t.
3.
EXilmnles that lIou1d Apply to Column Z
An incomoatible visual affect caused by the intro~uctinn
of new materials. colors and/or foms in contrast to the
surroundinv landsca?e.
H~ Y
00
~ALl T~ DCTE/!TIAL eM' t:~PACT BE
CDERATS LARGE REDUCED ~Y
I"'Pll,CT r'r ~cr PRIlJECT CH.lI,rlGE
-,
. -
- - -
- - -
- - -
- - -
- - -
ES
- - -
- - -
- - -
- - -
5
- - -
- - -
X
- - -
- - -
- - -
- - -
- - -
- - -
P."I\CT ~:J ':ISt'1.L rll::S:"l:!RCE
10." I!ILL THE PDOJfCT 4FrEG VlWS, vISTAS ~~ TIff V'SI'~L
C~P"'lACTER OF TilE :lflGHB~R~I)()D nr. CD"'"'!IlTV? ..............
A oroject easily visible. not easily screened, that is
obviously different from nth~rs around it.
Project will result in the elil"ination or l!lajor
screening of scenic views or vistas known to be
important to the area.
Other impacts:
IIIPACT ON HI~,O~IC QESOURCES
II. WILL PROJECT IMPACT ANY SI,E OR STRUC<URE OF HISTORIC, NO Y
PRE-H15TOPIC OR PALE~rlTOr.ICPL [f'rOPTANCE? ................ -60
Examoles that ~ould Aool~ to Colur.n 2
Pl"t'.iect occurino wholly or nartially within or contiguous
to any facility or site listed on the National Renister of
historic ~laces.
Any impact to an archeological site or fossil b~d located
within the project site.
Ilther im:;licts:
I"P~CT ON OPEN SPACE & RECREATlO/i
12. WILL THE PROJECT AFFECT THE OUAIITlTY OR QUALITY OF EXISTl!IG NO YF.
OR FUTURE OPEII SPACES OR RECRE.~TlOflAL OPPOR<U~I!TlES?...... 0 €)
Examoles that Would Apply to Column 2
The pemanent foreclosure of a future recreational oooortunity.
A major reduction of an open spac~ important to the community.
X Other imoact': Will increase public access to water-
frer1:l, wld r-ccr-catiooal ooatll"'9 oPP6.1..~tJ1d..Ll6s.
I.P~CT ~N TRANS?ORTATIO~
13. !!ILL THERE BE AN EFFECT TO EXISTllle TRANSPORTATION
SYSTE"S? .................. .... _........................
Examoles that Would AIJ!lly to Column 2
Alteration of present ;:latte!'"ns of r.lQvement of reople'
and/or goods.
Project witt result in severe traffic ;lroblems.
NO YES
@O
Other irr.pacts:
-8-
.. .
'~
.~--- -
.
1
2.
~
SMALL TO pnTE~T!.4L CArl IMPACT CE
mDERHE LMGE REDUCED BY
IMPACT l'lPACT PROJECT CHANGE
.
ES
.
- - -
- - -
- - -
- - -
ES
- - -
- - -
- - -
- - -
- - -
- - -
S
- - -
- - -
- - -
-X. - -
- - -
I"lPACT ON ENERGY
14. WILL PROJECT AFFECT THE COMMUNITIES SOURCES OF FUEL OR NO Y
ENERr,y SUPPLY? .................................. .........e> 0
Examoles that Would Apply to Column 2
Project causing qreater than 5: increase in any fonn of
energy used in municipality.
Project reauiring the creation Or extension of an energy
transmission Or supply system to serve more than 50 sinQle
or two family residences.
Other impacts:
IMPACT ON NOISE
15. WILL THERE BE OBJECTIONABLE ODORS, NOISE, GLARE, VIBRATION NO Y
or ELECTRICAL DISTURBANCE AS A RESULT OF THIS PROJECT? ....~<:::>
Examoles that ~ould Aooly to Column 2
Blasting within 1,500 feet of a hospital, school or other
sensitive facility.
Odors will Occur routinely (more than one hour per day).
Project will oraduce ooerating noise exceed;nn the
local ambient noise levels for noise outside of structures.
Project will re~Ye natural barriers that would act as a
noise Screen.
Other il:1pacts:
I,..PACT OM HEAL rrl & HAZARDS
16. HILL PPOJECT AFFECT PUBUC IlEALTH AND SAFETY?
~IO YF
.............O~
Exampl.s that ~ould ~pply to Column 2
~
Proje'.:t will cause a risk of ex.,losion or release of hazardous
substances {i.e. oil, pesticidr.s, chemicals, ra~iation, etc.}
in the event of accident or unset conditions. or there will
he a chron~c low level discha~ge or enission.
PrOj"!ct that will result in the burial of "hazardous wastes"
(i.e. toxic, poisonous, highly reactive, radioactive, irritating,
infectious. etc. t includinn wastes that are solid, semi-soli~,
liquid or contain gases.)
Storaae facfliti~s for one million or more 9al1nps of liouified
n~tural gas Qr othe~ liauids.
1L nthec imoacts: Proiect(s) will allow saff'I navigation a
low tides by restoring previously--existing depths
[UL &,.,1:' ilidL LuaL". l'Luj=.;L6:>[ w..i.ll Ill::i"P pwtect
public health by providing needed punpout facilities,
+
r "'1
.-
ISlIALL TO
FOOER/,TE
n~PACT
PO;~AL
1_
CAN IMPA~T BE
REDUCED BY
PROJECT CHANGE
.~
. .
.--
IMPACT 011 GROWTH AND CHARACT'-R OF CDMI'UNITY OR "EIr,HROR~nOD
17. WILL PROJECT AFFECT THE CHAPACTER OF THE EXISTING NO YES
CO~NlTY? .................. :.. .....,... ......,.......,. ..<:) 0
Example that Would Apoly to Column 2
The population of the City. Town or Village in which the
project is located is likely to 9row by more than SX of
resident human population.
The municipal budgets for capital expenditures or opera-
ting services will increase by more than 5% per year as a
result of this project.
Will involve any ~ermanent faCility of a non-agricultural
use in an agricultural district or remove nrime agricultural
lands from cultivation.
The project wiTl replace or eliminate existing facilities,
structures or areas of historic importance to the community.
Development will induce an influx of a particular age
group with special needs.
Project wn 1 set an important precedent for future projects.
Project will relocate 15 or more em~loyees in one or ~re
businesses.
Other imoacts:
~D yeS
lB.
IS THERE PUBLIC CONTRCV,RSY CONCERNING THE PR~JECT?
.......60
Examoles that ~ould Apply to Column 2
Either government or citizens of adjacent communities
have expressed Doposition Qr rejected the proiect or have
not been contac~ed.
Objections to the "roject from within the communi tv_
IF ANY ACTION Ir. PART 2 IS IDEIITIFIED AS A
pryTErlTIAL LARGE IMPACT on IF YOU ClNNDT DETERMINE
THE MAGNITUDE OF IMPACT, PROCEED TO PART 3.
. PORTIONS OF EAF COMPLETED FOR THIS PROJECT:
DETERMINATION PART I _ PART II _ PART 3_
Upon review of the information recorded on this EAF (Parts 1. 2
\and 3) and considerinq both the maanitude and imnortance of each
. impact. it is reasonably deten:lined that: PREPARE A rIEr.~TIVE O~CLARATION
A. The project will result in no major impacts and, therefore9
1s one which may not cause significant damage to the environment.
C9
SEE ATI'.A,CHED,
B. Althou9h the project could have a significant effect on the
environment. there will not be a significant effect in this case
because the mitigation measures described in PART 3 have been
included as part of the oroposed project.
C. The project will result in one or more major adverse impacts
that cannot be reduced and may cause significant damhge to
the environment.
PREPARE A NEr~TIVE nECLARATION
o
PREPARe PosrTIVE~RATION PROCoED WITH EIS
Oate
Signatii're-of R'!sponsible Official in Lead
Agency
Signature of Prenarer (if different from resnonSlble officer)
15'r:rnt or :y~e nal"e of responsibie official
in Lead "gencv
,~
....... ....
.--
.
BREWER YACHT YARD at GREENPORT, INC.
Town of Southold
V i II age of Greenpor t
PROPOSED EXCAVATION. BULKHEADING. RELOCATION
OF TRAVELIFT WELL. MAINTENANCE-DREDGING.
and RECONFIGURATION of FLOATING PIER ASSEMBLY PROJECTCS)
ENVIRONMENTAL ASSESSMENT
Town of Southold
NEGATIVE DECLARATION
The proposed ProjectCs) at BREWER YACHT YARD at GREENPORT. INC..
previously approved on 03/22/85, wi I I have NO adverse environmental
Impacts of effects on: the Appl icant's property being excavated; the
area being maintenance-dredged; the proposed relocation siteCs); or
the surrounding upland, wetlandCs), and water areas. In fact, the
proposed ProjectCs) wi I I have a significant positive impact by:
Increasing recreational activities and opportunities; al lowing safer
uti I Ization of the existing waterways; protecting existing wetlandCs);
providing additional job opportunities; and improving the overall
aesthetic quality of the marina and neighboring propertyCies).
~0--
ohn rewer. Jr .~, Pres ident
BREW YACHT YARD at GREENPORT. Inc.
Date:
U8/28/86
.
.
-. . SUlJ/II:~E~EIVEDI
. S t P "~;o Ie". FOR YOUR
DANIEL S. NATCHEZ and ASSOCIA TES, I~___ 1 ORMATiON
LJ-, T[3-------- -
. . .. . . ~ .-
.......
.. .. .
.......
. .....
..
.....
,.""".".,. ... .. .......
.....
......
... .
-
........ ....... ....... ....
.. ..
......
Suite 11 00
555 AIda Road
Mamaroneck, New York 10543.4002
(914) 698.5678
Office oE the President
August 27, 1986
ARMY CORPS of ENGINEERS
New York District
26 Federal Plaza - 19th Floor
New York, New York 10017
CERTIFIED MAIL. P 447 711 915
Attn: Mr. James Mansky, Chief
Regulatory Branch
New York State CERTIFIED MAIL. P 447 711 916
DEPT. of ENVIRONMENTAL CONSERVATION
Region 1
S.U.N.Y. - Building 40
Stony Brook, New York 11794
Attn: Mr. Robert Green,
Permi t Administrator
New York State
Department of State
COASTAL MANAGEMENT PROGRAM
162 Washington Avenue
Albany, New York 12231
CERTIFIED MAIL. P 447 711 918
Attn: Mr. Kevin Cross
RE: BREWER YACHT YARD at GREENPORT. INC.
PROPOSED EXCAVATION, BULKHEADING, MAINTENANCE DREDGING. and
RECONFIGURATION of FLOATING PIER ASSEMBLY PROJECTCSl
AMENDMENTCSl to: Corps' Modified Permit No. 13490
H.Y.S.D.E.C. Modified Permit .10-84-0766
H.Y.S.D.O.S. Consistency Cert. .F-85-254
Gentlemen:
BREWER YACHT YARD at GREENPORT. INC., Chereinafter BREWERl has asked
us to assist them in obtaining the necessary Amendment(sl [see SHEET
NO. 3 - SITE PLAN MAP] to the respective previous regulatory approvals
to undertake the above-referenced Modifications to the previously
approved Master Plan Project(s) (see SHEET NO.5 - PROPOSED EXCAVATION
& DOCK REMOVAL, Comparison of Previously Approved Plan & Current
Proposal and SHEET NO. 8 SITE PLAN MAP, Comparison of Existing
Conditions, Previously Approved Plan & Current Proposal!. While we
bel ieve that separate new Appl ication forms are not required, we have
completed and enclosed same should any regulatory agency subsequently
BREWER GREENPORT -CORPS/NYSDEtlrYSDOS-PERMIT AMENDMENT(S4IJ08/27/86
require same. This letter will provide the necessary information on
BREWER's proposed Amendment(s) to undertake the revised Modified
Master Plan Project(s) as follows:
I.
BACKGROUND of PREVIOUS APPROVALS and
PROPOSED AMENDMENTCS)
the NEED for
the
I I. COMPARISON
PROJECTCS)
of PREVIOUSLY APPROVED vs.
PROPOSED MODIFIED
I I I. PROPOSED AMENDMENTCS) to CORPS and NYSDEC PERMITCS)
IV. PROJECT DESCRIPTION
a) Proposed AmendmentCs)
b) Presently Existing Faci I ityCies)
V. BACKGROUND on BREWERS and NEED for UPGRADING and EXPANDING
THEIR MARINA
VI. ADDITIONAL SUPPORTING INFORMATION
VII. ALTERNATIVES
I. BACKGROUND of PREVIOUS APPROVALS and the NEED for the PROPOSED
AMENDMENT(S)
BREWER recently received Permi ts from the Army Corps (No. 13490),
a Modified Permit from the New York State Department of
Environmental Conservation (No. 10-84-0766), a New York State
Department of State Consistency Certificate (No. F-85-254). as
wel I as the appropriate approvals from both the Town of Southold
and the V i II age 0 f G r e e n p 0 r t. w hie h we reo rig i n a II y r e que s t e d to
enable BREWER to expand and upgrade their marina in a Master Plan
Approach. However, since the submission of the original
Appl icationCs) for the proposed Project(s) over two plus years ago
and receipt of All the necessary regulatory approvals this year.
economic and logistic factors make it necessary to seek
AmendmentCs) to the previously approved ProjectCs). The requested
AmendmentCs) being sought by BREWER consist of a modified design
oft he 0 rig i n a I pro j e c t w hie h B R EWE R bel i eve s i s mo rei 0 g i s tic a I I Y
and economically feasible to construct and operate.
It is important to note that all of the proposed modifications.
changes, and Amendment(s) thereto are designed to be whol Iv within
the previouslv approved waterside Reconfiouration Perimeter. The
reconfiguration of the docks for the proposed AmendmenlCs) wi II
not exceed the previously approved One Hundred Eighty (180) boat
slips; will not encroach or interfere with navigation in
Stirling Basin or in the Federal Channel; and will not extend
<Page 2>
BREWER GREENPORT
-08/27/86
eRPS/NYSDEC/NYSDOS-PERMIT. AMENDMENHS)
fur the r
PERIMETER
f I oa t s.
from shore than the previously approved RECONFIGURATION
which is also the southern most boundary of the existing
The revised excavation and bulkheading aspects of the ProjectCs)
will n o.t cut i n tot he up I and (i n a nor the r I y d ire c t ion) as far
as the previously approved ProjectCs). Previously, the excavation
plan was to create a deep "U" shaped basin Cextending 400' upland
from the existing bulkhead) and now BREWER proposes a
"trapezoidal" shaped boat basin which parallels the shoreline and
extends upland only approximately 220' from the existing
bulkhead. This comparison is shown on SHEET NO.5 - PROPOSED
EXCAVATION & DOCK REMOVAL, Comparison of Previously Approved Plan
& Current Proposal.
The proposed dredging Project is UNCHANGED. [See SHEET NO. 11
- MAINTENANCE DREDGING MAP, Proposed Dock ConfIguration.)
I n add i t ion, de p 0 sit ion 0 f the ex c a vat e d and d red g e d ma t e ria I C s )
[w h i c h will be a p pro x i ma tel y 20% I e s s t h ant he 0 rig i n a "yap pro v e d
ProjectCs)) wi I I sti I I be at the previously approved sites at
BREWER's upland, at St. Agnes Cemetery immediately west and
adjacent to BREWER's property, and at St. Agnes Cemetery adjacent
to BREWER's on the north side of Manhanset Avenue. [See SHEET
NO. 12 - PROPOSED EXCAVATION & OFF-SITE DISPOSAL AREAS - Existing
Topography, SHEET NO. 13 PROPOSED TOPOGRAPHY of RELOCATION
SITES; SHEET NO. 15 - ON-SITE DISPOSAL & GRADING PLAN.)
<Page 3>
BREWER GREENPORT ~ORPS/NYSDEC/NYSDOS-PERMI~AMENDMENTCS)
-06/27/66 ..
II. COMPARISON OF PREVIOUSLY APPROVED vs. REVISED MODIFIED
PROPOSED PROJECTCS)
There are several differences and similarities between the
previously approved Masler Plan ProjeclCs) and the proposed
AmendmenICs). The following charI tries to provide a summary
of Ihese:
I AMENDED MASTER PLAN PROJ ECl( S) I
I I ,,",... Previously
Approved Nel
Expansion ChangeCs)
Mo d I f I C a I Ion C s )
Maximum Number
Boats 160 160 0%
Tolal Excavation
Cu. Yds. 44,090 I 55,250 -20% I
Sq. Ft. 66,365 115,625 -25%
Maximum Depth -6.0'MLW -6.0'MLW 0%
Total Dredging I /I
Cu. Yds. 10,500 10,500 0% I
Sq. Fl. 120,600 120,600 0%
Maximum Deplh -6.0'MLW -6.0'MLW 0%
Tolal Lineal Fl.
Bulkhead 1,135 1,195 -5%
Main DockCs) 1,735 1,425 +16%
Finger Pie r (s) 2,640 2,955 -4%
Ramps 64 324 I -74% II
Tolal Pi Ie s 173 95 +45%
'Travelifts' 2 1 + 1
Swimming Pool 1 0 + 1
Excavation:
Cu. Yds. 270 0 +270
Sq. Ft. 1,125 0 +1,125
Boal Buildings 3 2 + 1 11
Clubhouse BuildIng 1 1 0
<Page 4>
BREWER GREENPORT -CORPS/NYSDE~YSDOS-PERMIT AMENDMENT(S~08/27/86 .
The basic differences are as follows:
1) The previously approved "U" shaped boat basin extended
upland from the existing bulkhead approximately Four
Hundred Feet (400'). .The proposed AmendmentCs) for this
aspect of the ProjectCs) proposes a 'trapezoid'
extending upland from the existing bulkhead only
approximately Two Hundred Twenty Feet (220'). This
represents an approximate 45% decrease in the distance
of up I and ex c a vat ion from the cur r en t s h 0 rei i n e 0 v e r the
previously approved ProjectCs) It was previously
determined that the area to be excavated is on a
peninsula which is not considered to be a source of
fresh water for other areas therefore the previously
approved excavation of 400' upland would not interfere
with any sourceCs) of fresh water for the area.
2) The v 0 I ume 0 I ma t e ria I to bee x c a vat e d to - 6 MS L' from
the approved "U. shaped boat basin was a total 01
approximately Filty-Five Thousand Two Hundred Fifty
Cubic Yards (55,250 Yds.S) whereas the proposed
Amendment for the 'trapezoidal' excavat ion to -6 MLW'
r e qui res the r emo val 0 I a tot a I 0 f a p pro x i ma tel y
Forty-Four Thousand Ninety Cubic Yards C44,090 Yds.S),
or a reduction of Eleven Thousand One Hundred Sixty
Cubic Yards Cl1,160 Yds.S), or approximately Twenty
Percent C20%) less than the original ProjectCs)
volume. The reduction in the volume of material to be
excavated wi I I provide a savings to BREWER over the
ini tial ProjectCs) cost for excavating, transporting and
d i s P 0 s a I 0 f the ma t e ria Is. I n add i t ion, i t wi I I
modestly reduce the time necessary to complete this
asp e c t 0 f the Pro j e c t C s ), and the 0 v era I I time n e c e s s a r y
to finish the upgrading and reconliguration of BREWER's
facility.
3) The layout 01 the floating dock assemblies will be
s I i 9 h t I y mo d i lie d , but tl.l doc k san d pi I e s wi I I be
within the previously approved Reconliauratoon
Per i me t e r . The tot a I numb e r 0 f boa t s will not i n c rea s e .
4) Two (2) travel ifts wi I I be provided as opposed to one
previously approved. One Cl) in-ground sWimming pool
wi I I be constructed which was not covered in the
previously approved Project(s), An additional upland
building will be constructed and a club house building
wi I I be relocated.
<Page 5>
BREWER GREENPORT -CORPS/NYSO~YSOOS-PERMIT AMENOMENTC~08/27/86
I I I .PROPOSED AMENDMENTCS) to ARMY CORPS and N.Y.S.D.E.C. PERMITS
To Amend Army Corps'
Certification #F-85-254
follows:
Permit #13490, N.Y.S.D.O.S. Consistency
and N.Y.S.D.E.C. Permit #10-84-0766 as
i) To Amend the approved One Thousand One Hundred Ninety Five
Cl,195) lineal feet of bulkheadino to aooroximatelv One
Thousand One Hundred Thirtv Five (1,135) lineal feet of
bulkheading, including One Hundred Ten ClIO) lineal feet of
subterranean bulkhead,
i) To Amend the approved Fifty Five Thousand Two Hundred Fifty
Cubic Yards C55,250 Yds.3) of excavation for One Hundred
Fifteen Thousand Eight Hundred Twenty Five Square Feet
(115,825 Ft.2) to aooroximatelv Fortv Four Thousand Ninetv
Cubic Yards C44.090 Yds.3) of excavatIon for Eighty Six
Thousand Three Hundred Sixty Five Square Feet (86,365
Ft.2), and
i) To Amend the approved One Thousand Four Hundred Twenty Five
Cl,425) I ineal feet of main docks and Two Thousand Nine
Hundred Fifty Five C2,955) lineal feet of finger piers Cin
varying widths from 4' to 6'), with Three Hundred Twenty Four
(324) I ineal feet of adjustable ramps and Ninety Five (95)
pi I es to One Thousand Seven Hundred Th i r tv Five (1,735)
I ineal feet of main docks and Two Thousand Eioht Hundred
Fortv (2.840) I ineal feet of finoer oiers Cin varvino widths
from 4 ' to 6' ), wit h E i 0 h t v - f 0 u r C 84) I i n e a I fee t 0 f
adiustable ramos and One Hundred Seventv Three (173) oi les.
iv) To Amend the approved relocation of a single travel ift wel
to construct a wel I that accommodates two (2) travel ifts,
y) To Amend the exoiration date for construction of the orooosed
Proiect(s) to 06/30/92.
vi) To continue the Reconfiauration Perimeter as shown on
attached SHEET NO. 10 - RECONFIGURATION PERIMETER which would
allow BREWER only to reconfioure the docks, oiles and ramos
within this lIenvelooe".
Additional requested Amendments to the N.Y.S.D.E.C. Permit:
vii)
To relocate
approximately
forty feet
bulkhead.
an existing
30' x 35' plus
(40' ) from
upland club house faci I ity
wood decking to be approximately
the proposed to-be-constructed
<Page 6>
BREWER GREENPORT .~ORPS/NYSDEC/NYSDOS-PERMI. AMENDMENTCS)
-08/27/86 ~
~
vi i ,) To construct a new upland in-ground swimming pool
approximately 25' x 45' together with associatad decking,
fencing and screening approximately 40 feet from the proposed
new bulkhead and 110 feet from the subterranean bulkhead.
ix) To construct a new boat building approximately 110' x 120'
approximately 70 feet north of the proposed bulkhead.
IV BACKGROUND on BREWERS and NEED for UPGRADING and EXPANDING THEIR
MARINA.
As discussed in our 06/15/84 Letter of Support for the original
ApplicationCs) for the ProjectCs) BREWER is, a recreationally
oriented commercial marina located on the north side of Stirl ing
Basin, in Greenport Harbor. BREWER is located in both the Town of
Southold and the Incorporated Vi Ilage of Greenport, County of
Suffolk, New York. The exact location of BREWER is shown on SHEET
NO.1 - GENERAL VICINITY MAP that is attached to the Application.
BREWER has been the home for approximately One Hundred Four to One
Hundred Nine (104 to 109) recreationally oriented boats [fourteen
(14) on moorings plu. ninety to ninety-five (90 to 95) at
docks] which range in lengths up to fifty plus feet C50+').
BREWER recently received al I regulatory approvals to expand to
approximately one hundred eighty (180) boats [see first paragraph
of' I .' a b 0 vel. B R EWE R pro v ide sad d i t ion a Ire I ate d ma r i n a
services including: boat repair and maintenance operations; a
20-ton travel ift; and wet and dry boat storage faci I ities. AI I of
these support services are designed to enhance recreational
boa tin g act i v i tie san d pro v ide a me a n s for pub I i c a c c e s s to
Stirl ing Basin, Greenport Harbor, Long Island Sound and the
Atlantic Ocean.
For the past several years, pleasure boating has represented one
of New York's fastest growing recreational activities. In order
to he I pac c ommo d ate t hi. i n c rea. i n g d ema n d for r e c rea t ion a I boa t s ,
there wi I I have to be a proportional increase in the amount of
docking facilities and related services such as repair and
launching operation.. The Stirling Basin and Greenport Harbor
are a i s no ex c e p t ion tot his i n c rea sin g d ema n d for pub I i c a c c e. s
to the waterfront. There are several reasons for thi., some of
wh I ch i nc I ude:
1 )
The Village of Greenport's and
proximi ty to the New York
approximately eighty to ninety (80
the Town of Southold's
metropolitan area
to 90) mi les east;
2 )
The nearby
provides easy
Gardiner's Bay;
location
access
o f
to
a deep water
the Atlantic
channel that
Ocean through
3) Naturally-protected harbors and bays; and
<Page 7>
BREWER GREENPORT
-08/27/86
~ORPS/NYSDEC/NYSDOS-PERMI~AMENDMENTCS)
4) A steady increase in the amount of tourism throughout the
area because of Greenport's smal town atmosphere, seaport
amb i en c e, and his tor i car chi t e c t u r e .
The Vi Ilage of Greenport and Town of Southold have always rei ied
greatly on the water for their primary economic base. Long ago
t his too k the form 0 f s hip b u i I din g and c omme r cia I f ish i n g
operations. 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 recreation and tourist activities. Over the years the
demand for public access to recreational facilities has grown to
acute proportions, whi Ie the avai lable space for these faci I i ties
has decreased significantly. Since boating represents one of New
York's fastest growing recreational activities, the most effective
way to meet the demands of additional docking facilities is to
upgrade and expand Ihe limited number of existing marinas. This
approach was supported by the approvals of al I of the required
regulatory bodies for the previously approved ProjectCs).
Ins h 0 r l, the pro p 0 sed, mo d i fie d ma r i n are des i g n Pro j e c lC s) a t
B R EWE R wi I I con tin u e to he I pre s tor e and rev ita I i z e t his
waterfront area for marine-related recreational uses. The
proposed ProjectCs) wi I I 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
ide n tit Y . I n add i t ion, i n c Iud i n g pump 0 u t fa c i lit i e s wit h the
ProjectCs) wi I I help encourage the use of an important and
sought-after sanitary waste system.
v. PROJECT DESCRIPTION
a) Summary and ProiectCs) DescriDtion
1) EXCAVATE and remove a total of approximately Forty-four
Thousand Ninety Cubic Yards C44,090 Yds.3) of
materialCs) from an irregular "trapezoidal" shaped boat
basin and a fifty foot by forty foot (50' x 40')
combination 'travel ift' wel I within an overal I area of
approximately Eighty-six Thousand Three Hundred Sixty
Five square feel (86,365 Ft.-) [see SHEET NO 6
PROPOSED EXCAVATION & DOCK REMOVAL],
2) REMOVE approximately Four Hundred Five (405) I ineal feet
of existing timber pile bulkhead that extends from
existing DOCK #1 to DOCK #5, located along the present
shorel ine which wi I I be the south end of the proposed
boat basin. In addi lion, approximately 46 feet of
deteriorating subterranean bulkhead wi I I be removed and
replanted as described in "3)" below. The excavated
bulkhead will be disposed of upland by a local carting
company at an approved location [see SHEET NO 6-
PROPOSED EXCAVATION & DOCK REMOVAL].
<Page 8>
BREWER .ENPORT
AMENDMENT(S) - ~27/86
-CORPS/NYSD"'NYSDOS-PERMIT
3) CONSTRUCT and MAINTAIN approximately One Thousand
Twenty-five (1,025) I ineal feet of new, interlocking
timber bulkhead along the entire west, north and east
perimeter of the proposed boat basin and lift wel I,
including approximately one hundred ten (110') lineal
feet of subterranean bulkheading on the southeast
shorel ine. The wood bulkhead wi I I consist of three inch
to four inch (3" to 4") thick interlocking timber
she e tin g and up to f 0 u r tee n i n c h e s (14") d i ame t e r p i I e s
driven down to a depth of approximately fourteen and
three-tenths feet below Mean Low Water (-14.3' MLW) into
firm bottom materials to provide an adequate base. In
addition, there wi I I be a sufficient tie-back system,
consisting of vertical anchor piles that will be
a t t a c h e d toe a c h t i mb e r p i I e a Ion g the b u I k h e a d wit h 0 n a
inch to two inch (1" to 2") diameter tie rods. No
tie-back system is envisioned in the area of the
subterranean bulkhead. The proposed subterranean
bulkhead wi I I tie into nearby sections of the proposed
bulkhead which forms the east side of the proposed basin
[see SHEET NO.3 - SITE PLAN MAPl.
4) RELOCATE and EXPAND a 'travelift' by removing one (1)
runway extension approximately Forty Feet (40') in
length, located between existing DOCK #3 and DOCK #4.
The proposed combined 'travelift' well (approximately
50' x 40'), wi I I be excavated along the north side of
the proposed boat basin and wi I I be able to accommodate
both a twenty (20) ton and a sixty (60) ton 'travel ift'
[see SHEET NO. 3 SITE PLAN MAP and SHEET NO.9 -
RECONFIGURATION of DOCKS, Comparison of Existing
Conditions & Current Proposall.
5) CONSTRUCT, INSTALL and MAINTAIN a series of new floating
pier [dock) assemblies totaling approximately One
Thousand Seven Hundrad Thirty Five (1,735) I ineal feet
of floating main pier; with alternating widths of
between Four feet (4') and Six feet (6'); and One
Hundred Seventy Three (173) pi les as follows [see SHEET
NO. 3 - SITE PLAN MAP and SHEET NO.9 - RECONFIGURATION
of DOCKS, Comparison of ExistIng Conditions & Current
Proposal ):
DOCK A located on the west side of the proposed boat
basin and in the vicini ty of existing DOCKS #1 AND #2,
consisting of: a) Two (2) main I ines of floats
a p pro x i ma tel y 190 ' x 6' and 245' x 6'; b) Two (2) t i mb e r
ramps approximately 12' x 3' located at the north end of
each main float; c) Six (6) finger piers approximately
40' x 4' located along the west side of the second main
float; d) One [1) dingy dock approximately 20' x IS'
located along the west side of the second main float; e)
A total of Twelve (12) finger piers approximately 40' x
<Page 9>
BREWER
AMENDMENT( S)
G~ENPORT
-~7/86
-CORPS/NYSDE"'YSDOS-PERMIT
4' located along the east side of the main floats; f)
Twenty Nine (29) timber piles approximately 12" in
diameter and 40' in length located at the ends of each
finger pier and main float lines, adding stability to
the structures; g) Twenty-two (22) timber pi les
approximately 12" in diameter and 40' in length located
between finger piers to provide safe docking for larger
boats; and h) One triangular shaped walkway
approximately 6' x 20' connecting the southern edge of
the first main float to the north east edge of the
second main float;
DOCK B located in the center of the proposed boat
basin and in the vicinity of existing DOCK #3,
consisting of: a) One (ll main line of floats
approximately 395' x 6'; b) One (1) timber ramp
approximately 12' x 3' located at the north end of the
ma i n f loa t ; c) T h i r tee n (13) fin g e r pie r sap pro x i ma tel y
40' x 4' located along the east side of the main float;
d) Thirteen (13) finger piers approximately 35' x 4'
located along the west side of the main float; and e)
For t y ( 40) t i mb e r p i I e sap pro X i ma tel y 12" i n d i ame t e r
and 40' in length, located at the ends of each finger
pier and the main float line, adding stability to the
structure;
DOCK C located in the center of the proposed boat
basin and in the vicinity of existing DOCK #4,
consisting of: a) One (1) primary line of main floats
approximately 360' x 6', b) One (1) timber ramp
approximately 12' x 3' located at the north end of the
primary float; c) Twelve (12) finger piers approximately
35' x 4 ' 10 cat e d a Ion g the e a s t sid e 0 f the p rima r y
float; d) Thirteen (13) finger piers approximately 30' x
4' located along the west side of the primary float; e)
Thirty Nine (39) timber piles approximately 12" in
diameter and 40' in length, located at the ends of each
finger pier and the main float I ine, adding stabi I ity to
the structure;
DOCK D located on the east side of the proposed boat
basin and in the vicinity of existing DOCK #5,
consisting of: a) One (1) main I ine of floats
approximately 345' x 6'; b) One (1) timber ramp
approximately 12' x 3' localed at the north end of the
ma i n f loa t ; c) Two t i mb err amp sap pro x i ma tel y 2' 6" x
11' extending north and south off a fixed deck located
approximately 15' north of the "L" shaped service dock.
d) Twelve (12) finger piers approximately '30' x 4'
located along the east side of the main float; e) Two
(2) secondary main floats approximately 100' x 6'
10 cat e d par a I I e I too n e an 0 the ran d ex ten din g from the
e as t sid e 0 f the p rima r y f loa t ; f) T h r e e (3) fin g e r
piers approximately 25' x 4' located on the north side
of the
<Page 10>
BREWER
AMENDMENT(S)
G.ii,ENPORT
-~7/86
-CORPS/NYSDE4i'YSDOS-PERMIT
southernmost secondary float: g) Two (2) finger piers
approximately 40' x 4' located on the south side of the
southernmost secondary float: and h) Thirty One (31)
t i mb e r pi I e sap pro x i ma tel y 12" i n d i ame t era n d 40' i n
length located at the ends of each finger pier and along
the p rima r y and see 0 n d a r y f loa t I i n e s, add i n g s tab I lit Y
to the structures: and
ONE (1) "L" SHAPED FLOATING SERVICE DOCK located on
the east side of the proposed boat basin and immediately
south of the proposed subterranean bulkhead consisting
of: a) One (1) I ine of floats approximately 25' x 6'
located parallel to the proposed bulkhead: and b) Seven
( 7 ) t i mb e r p i I e sap pro x i ma tel y 12" i n d i ame t era n d 40'
in length located at the end and along the side of the
service float, adding stabi I ity to the structure.
6) MAINTENANCE DREDGE the irregularly-shaped area, as
previously approved, which is approxImately One Hundred
Twenty Thousand Eight Hundred Square Feet (120,800
Ft.2) to an average depth of eight feet below Mean Low
Water (-8' MLW) and remove approximately Ten Thousand
Five Hundred Cubic Yards (10,500 Yds.3) of material,
AS MEASURED IN PLACE, (approximately 10,050 Yds.3 from
an area within the Village of Greenport and 450 Yds.3
from within the Town of Southold) [see SHEET NO. 11 -
MAINTENANCE-DREDGING MAP, Proposed Dock ConfigurationJ.
The area to receive maintenance-dredging is located
throughout the existing docking facility and includes
the additional water areas (approximately 23,960 Fl.a)
that are required for the proposed pier con fig u rat ion.
A I I ma i n ten a nee - d red gin g act i v i tie s wi I I be un d e r t a ken
by clamshel I and barge and/or drag I ine operations. The
material being dredged wi I I be placed on BREWER's upland
property, semi-dried and then relocated as part of No.8
be low: and
7) UPLAND RELOCATION of the EXCAVATED and DREDGED
MATERIAL(S): There will be a total of approximately
Fifty-Four Thousand Six Hundred Cubic Yards (54,600
Yds.3) of mater ial removed from the Project(s) si te.
This includes approximately Forty-Four Thousand Ninety
Cubic Yards (44,090 Yds.3) of material being excavated
from the proposed boat basin, and approximately Ten
Thousand FIve Hundred Cubic Yards (10,500 Yds.3) of
material removed by the maintenance-dredging
operations. AI I of the dredged materials wi I I be mixed
wit h the ma t e ria I s be i n g ex c a vat e d and de p 0 sit e d up I and
at three (3) different locations. The proposed disposal
sites are: 1) On-site disposal of approximately 2,500
to 3,500 Cu. Yds.: 2) Approximately 10,000 to 11,500 Cu.
Yds. wi II be deposi ted in 51. Agnes Cemetery located
immediately west and adjacent to BREWER's property to
<Page 11>
BREWER ~ENPORT
AMENDMENTCS) -~7/86
-CORPS/NYSD"'NYSDOS-PERMIT
increase the average ground elevation by approximately
2' to 4'; and 3) Approximately 42,100 Cu. Yds. will be
deposited on an undeveloped 11.8 acre site in St. Agnes
Cemetery, adjacent to BREWER's on the north side of
Manhanset Avenue. No fill will be placed within
twenty-five feet C25') of any freshwater wetlandCs) and
a snow fence wi I I be placed during construction to
delineate such wetlandCs) lsee SHEET NO. 12 - PROPOSED
EXCAVATION & OFF-SITE DISPOSAL AREAS, Existing
Topography; SHEET NO. 13 PROPOSED TOPOGRAPHY of
RELOCATION SITES; and SHEET NO. 15 - ON-SITE DISPOSAL &
GRADING PLANJ.
8)
RELOCATE an existing upland club house
x 35' plus additional decking 20 feet
bulkhead to approximately 70
to-be-constructed bulkhead lsee SHEET
MAP] .
approximately 30'
from the ex i s tin g
feet from the
NO.3 - SITE PLAN
9) CONSTRUCT an upland in-ground swimming pool
approximately 25' x 45' plus accompanying 10' cement
apron, fencing, and, screening approximately 40 feet
from the proposed new bulkheading lsee SHEET NO.3 -
SITE PLAN MAP J.
10)
CONSTRUCT an
b u i I din g , ma s t
approximately
from the new
PLAN MAP J .
upland boat maintenance and storage
shed and bathroom faci I ities total ing
110' x 120' located approximately 75 feet
proposed bulkhead lsee SHEET NO.3 - SITE
11) CONTINUATION of a Reconfiauration Perimeter Condition
which would allow BREWER to continually change only the
10cationCs), widthCs), and numberCs) of pi leCs), dockCs)
and rampCs) within the Reconfiauration Perimeter
"envelope" lshown on the SHEET NO. 10 - RECONFIGURATION
PERIMETER dated 07/29/86 prepared by DANIEL S. NATCHEZ
and ASSOCIATES. Inc.] provided that the number of boats
would not exceed one hundred eighty (180) and no
additional bulkheading, dredging, excavation or filling
could take place without the prior required regulatory
approvaICs).
12) A PERMIT CONSTRUCTION PERIOD expiring 06/30/92.
b) PresentlY Existina Faci lityCies)
REMOVE the existing floating pier assemblies as follows:
i )
DOCK .1 located on the
consisting of: a) One
approximately 60' x 8';
located on the south end of
west side
C 1) ma in
and b) One
the dock;
of the marina,
line of floats
C 1) t i mb e r p i I e
<Page 12>
BREWER
AMENDMENT( S)
GJill.ENPORT
-~7/86
-CORPS/NYSDE4i'YSDOS-PERMIT
ii) DOCK .2 located on the west side of the marina,
consisting of: a) One (1) main line of floats
approximately 184' x 6'; b) One (1) "T" head float
approximately 60' x 6' located perpendicular to the
south end of the main float I ine; c) Eleven (11) finger
piers approximately 25' x 4' located along the east and
west sides of the main float; d) One (1) float
approximately 45' x 5' located perpendicular to the
north end of the main float; and e) Thirteen (13) timber
pi les located at the ends of each finger pier and "T"
head float;
i i i) DOCK .3 10 cat e don the we s t sid e 0 f the ma r i n a ,
consisting of: a) One (1) main I ine of floats
approximately 140' x 6'; b) One (1) "T" head float
a p pro x i ma tel y 60' x 6' 10 cat e d per pen die u I art 0 the
south end of the main float line; c) Ten (10) finger
piers approximately 25' x 4' located along the east and
west sides of the main float; d) Two (2) finger piers
approximately 35' x 4' located perpendicular to the "T"
head float; e) One (1) float approximately 45' x 5'
located perpendicular to the north end of the main
float; and f) Fourteen (14) timber pi les located at the
ends of each finger pier and "T" head float;
iv) DOCK .4 located on the east side of the marina
consisting of: a) One (1) main I ine of floats
approximately 114' x 6'; b) One (1) "T" head float
a p pro x i ma tel y 60' x 6' 10 cat e d per pen die u I art 0 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; d) One (1) float
approximately 45' x 5' located perpendicular to the
nor the n d 0 f the ma i n f loa t; and e) E i g h t (8) t i mb e r
pi les located at the ends of each finger pier and "T"
head float; and
v) DOCK .5 located on the east side of the marina.
consisting of: a) One ( 1 ) ma i n line of floats
approximately 1 1 4 ~ x 6' ; b) One ( 1) liT" head f loa t
approximately 60' x 6 ' located perpend i cu I ar to the
south end of the main float line; c ) Six (6 ) finger
piers approximately 28' x 4 ' located along the east and
west sid e s of the main f loa t, d) One (1 ) float
approximately 45' x 5 ' located perpendicular to the
no r t h end of the main f loa t ; and e) Eight ( 8 ) t i mbe r
pi I es located at the ends of each finger pier and liT"
head float.
<Page 13>
BR~WER GREEN PORT
-CORPS/NYSD~YSDOS-PERMIT AMENDMENTC~08/27/86
VI. ADDITIONAL SUPPORTING INFORMATION
ImDact on Fresh Water SUDDlv
AI I agencies previously examined in depth the possible adverse
impactCs) on the fresh water supply and concluded that the
previously approved and more extensive ProjectCs) wi I I have
I ittle. if any, effect on the fresh water supply. The proposed
revised modified ProjectCs) wi I I have even less of an effect
because of the difference in size of the ProjectCs).
Any excavation Project in this region of Long Island must be
undertaken in a manner that wi I I insure that the Project wi I I not
deplete and/or endanger the area's fresh water supply. The
avai labi I ity 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. BREWER shares these concerns and has
conducted various tests and consulted with notable professionals
to make sure that there wi I I be no adverse impacts as a result of
the proposed excavation ProjectCs).
As can be seen from the attached SHEET NO.1 - GENERAL VICINITY
MAP. BREWER is located on a peninsula that was created as a result
of major excavation Project<s) that were undertaken over time.
These existing canals and boat basins "cut" much further inland
than the proposed "trapezoidal" excavation proposed at BREWER.
Thus. in several areas, the existing salt water/fresh water
interface protrudes inland a greater distance than the proposed
excavation ProjectCs) at BREWER. In addition, the peninsula is
almost entirely served by the VI I lage of Greenport Water Uti I ity's
piped water. There are no public wells or public well fields
within Four Thousand Five Hundred Feet C4,500') of the ProjectCs)
sit e . The pen ins u I a i s con sid ere d by ma n y to h a v e bee n e I i m i n ate d
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 ProjectCs) at BREWER cannot be
considered as "inland" excavation.
According to Robert A. Villa. P.E., Chief Engineer for the Suffolk
County Division of Environmental Health. professional hydrologists
from the Suffolk County Health Department conducted a field
inspection and reviewed the previously approved ProjeclCs) which
extended into the upland Forty-Eight and Two-Tenths Percent
C48.2%) fur ther than the presently proposed AmendmenICs). Thei r
conclusion is. that:
II Sin ce
really
County)
the peninsula where the Project is located is not
a source of the Village water supply, we CSuffolk
have no objections to the proposal..."
<Page 14>
BREWER GREEN PORT
-08/27/86
~RPS/NYSDEC/NYSDOS-PERMIT'" AMENDMENTCS)
A summary of their report was attached to the Appl ication.
Furthermore. H2M which is the consulting engineering firm for
the Vi Ilage of Greenport and the Vi I lage of Greenport Water
Uti I ity has determined that the proposed excavation ProjectCs)
wi I I not have a substantive impact on the fresh ground water
s tor age. A g a in. the p rima r y rea son for t his i s t hat the
ProjectCs) site is located on a peninsula and is completely
isolated from the Vi I lage of Greenport water supply's existing
wel Is. ,The H2M report is included as part of the original
Application. In addition. Malcome Pirnie. which was the major
author of the 1967 study of the Southold and Greenport areas for
fresh water resources has been taking part in other current
studies updating their knowledge of the demands of the area. In
their letter of August 2. 1984 Ccopy 'previously suppl ied), they
state .. ..Based on our evaluation of existina data. we feel
tha!... the ....proposed ProiectCs) will have a minimal neaative
impact on the fresh water resources of the peninsula where the
marina basin is to be sited. We are also of the opinion that the
proposed ProiectCs) would not cause salt water encroachment to
maior fresh water resources of the North Folk and should not
threaten publ ic water supplv sources. The ProiectCs) does not
constitute an .inland excavation. and we concur with Robert A.
Vi I la. Chief Enaineer of the Division of Environmental SCDHS that
there should be no obiection to the proposal....
In recent years some of the tidal creeks and coastal areas have
been partially filled with dredged and other materials. including
most of the area of the proposed excavation ProjectCs). Other
areas of the peninsula on al I sides of the ProjectCs) were
excavated further into the peninsula than the proposed
ProjectCs>. These excavations allowed the salt/fresh water
interface to be significantly further into the peninsula than Cand
on al I sides of) the proposed ProjectCs). Consequently. the
peninsula has not been, and the ProjectCs) area has never been, a
dependable resource for fresh ground water because of the natural
configuration.
In order to maintain the integrity of the fresh water/salt water
interface, BREWER proposes to undertake the ProjectCs) with the
use of tight interlocking wood sheeting for the bulkhead. The
bulkhead wi I I be constructed around the entire area being
excavated and wi I I extend from a height of approximately Six Feet
a b 0 v e Me a n Sea I Level C + 6' MS L ), to a p pro x i ma tel y Ten Fee t below
Mean Sea Level (-10' MSL).
Impact on Marsh Area
Are c e n t sit e i n v e $ t I gat ion i n die ate d t hat a see t ion 0 f the ma r s h .
from its south west corner back to an existing deteriorated
subterranean bulkhead, had begun to wash away. The amendments to
the previously approved projectCs) include replacing the
deteriorated existing sublerranean bulkhead and extending the new
subterranean bulkhead to stabi I ize the southern edge of the
<Page 15>
BREWER
-08/27/86
GREEN PORT
4Ij~RPS/NYSDEC/NYSDOS-PERMIT~
AMENDMENT( S)
existing marsh area. The proposed subterranean bulkhead wi I I be a
protective barr.er to prevent further erosion of the marsh due to
storms, natural tidal action, backwash from boats passing through
S t i r I i n gB as i n and act i v i tie sat the pub I i c boa t I au n c h d ire c t I Y
east of the marsh.
The proposed subterranean bulkhead wi I I not involve any excavation
or fi I I ing of areas near the marsh. The timber sheeting wi I I be
supported by a series of pi les and the subterranean bulkhead wi II
be anchored to the bulkhead that forms the east wal I of the
proposed boat basin. Therefore, none of the upland Marsh area
wi II be disturbed for bulkhead anchoring purposes and the proposed
subterranean bulkhead wi I I help to preserve the marsh in its
presen t cond it ion.
ImDact on Naviaation
AI I regulatory agencies previously examined the
navigation and determined that the previously approved
would not interfere with navigation in the area.
impact on
Project(s)
The proposed revised modified Project(s) does NOT extend past
the previously approved RECONFIGURATION PERIMETER boundaries for
the f loa tin g pie r ass emb lie san d the pro p 0 sed c h a n g e s will not
encroach on or interfere with navigation in Stirling Basin. This
includes the Federal Basin located an average of approximately
Sixty Feet (60') from the south .end of the proposed docking
fa c i lit Y and the Fed era I C h ann e I 10 cat e d a p pro x i ma tel y T h r e e
Hundred to Four Hundred Feet (300' to 400') south of the proposed
floating pier assemblies. The reconfiguration of DOCK C on the
east side of the marina, wi I I not extend any farther into Stirl ing
Basin than the overall lengths of the two (2) existing docks (DOCK
#4 AND #S) currently located in this area.
.
Upon completion, the west side of the marina (DOCK A and DOCK B)
wi I I be extended approximately Forty-Five Feet (4S') and wi I I
cover an additional water area of approximately One-Quarter (1/4)
acre. It should be noted, however, that boats being moored along
the sou t hwe s ten d 0 f the pro P 0 sed doc kin g fa c i lit Y ( i e s) [DOCK A
and DOCK B), wi I I sti I I be further away from the north side of the
Federal Basin than the existing and authorized lengths of DOCKS #4
and # S 10 cat e don the e as t sid e 0 f the ma r i n a . I n add i t ion, the
proposed lengths of DOCK A and DOCK B on the west side of the
marina, wi I I be increased to the point where they form a straight
I ine with the ends of docks on the east side of the property (DOCK
Cl and with the docks located at Stirl ing Harbor Marina located
approximately Six Hundred Feet (600') west of BREWER.
BREWER is aware of the fact that there are several under water
land grants within Stirling Basin. Upon completion of the
reconfiguration Project(s), the new docking facility will be an
average of approximately Fifty Feet (SO') shoreward of the Two
Hundred Ninety-Three Thousand Three Hundred Seventy Square Foot
<Page 16>
BREWER
-08/27/86
GREENPORT
...~RPS/NYSDEC/NYSDOS-PERMIT~
AMENDMENT( S)
(293,370 Ft.2) parcel of under water land that was granted to
Herbert Fordham on May 18,1934. In addition, the new docks will
range from approximately Forty Feet to One Hundred Feet (40' to
100') shoreward of the Pier and Bulkhead Line that was approved by
the Secretary of War on January 5, 1894. As can be seen from the
attached maps (SHEETS 15 and 17), the Pier and Bulkhead Line
appears to be in the same relative location as the Federal Basin
Line.
In return for the previously approved expansion on the west side
of the marina, BREWER has already removed al I Eleven (11)
single-swing moorings located immediately south of the existing
docking facility, returning the area to the Village of Greenport.
These Eleven Cl1) single-swing moorings previously occupied a
water area of approximately Two and One-Quarter C2.25) acres.
Furthermore, since only One-Quarter (.25) acres of water space
will be r e qui red for the ex ten s ion 0 f the doc k son the we s t sid e
of the marina, the removal of the single-swing moorings has
provided an additional Two (2) acres of water space available for
navigation in this area.
VDland Relocation of Excavated and Dredaed MaterialCs)
The proposed upland relocation of excavated and dredged
ma t e ria I ( s ) wi I I be ide n tic a I tot hat pre v i 0 us I yap pro v e d but wi I I
be Twenty Percent C20%) less than the previously approved
excavation ProjectCs). Excavated materialCs) from the boat basin,
'travel ift' wel I, and al I maintenance-dredged materialCs) wi I I
total approximately Fifty-Four Thousand Five Hundred Ninety Cubic
Yards C54,590 Yds.5) to be removed from the Project(s) site. Of
this, approximately Ten Thousand Fifty Cubic Yards C10,050
Y d s .5) wi I I be from ma i n ten a nee - d red gin g wit hi nth e V i I I age 0 f
Greenport, Four Hundred Fifty Cubic Yards C450 Yds.5) from
maintenance-dredging within the Town of Southold, Thirty Nine
Thousand Six Hundred Sixty Cubic Yards (39,660 Yds.e) from
upland excavation within the Town of Southold, and Four Thousand
Four Hundred Thirty Cubic Yards (4,430 Yds.5) from upland
excavation within the Village of Greenporl. Approximately Two
Thousand Five Hundred to Three Thousand Five Hundred Cubic Yards
( 2 , 500 Y d s .5 to 3, 500 Y d s _ 5) 0 f the s e ma t e ria I ( s ) wi I I be
relocated on-site in order to attain the proper elevationCs) and
contour(s) for improving the drainage patterns and for
accommodating the additional related activities such as automobile
parking, boat storage, boat repair and maintenance services.
Currently there is a difference of approximately Five and One-Half
Feet (5.5') in elevation from Manhanset Avenue to the water's
edge. Unfortunately, there are a few "low" areas throughout the
si te that have created minor drainage problems during periods of
heavy rainfal I. The most apparent "low" area is approximately One
Hundred Twenty Thousand Square Feet C120,OOO Ft.2) located along
the west side of the property and includes the east side of St.
Agnes Cemetery. The average elevationCs) throughout this area
<Page 17>
BREWER
-08/27/86
GREENPORT
~~RPS/NYSDEC/NYSDOS-PERMIT4It
AMENDMENT( S)
range from approximately Two to Four Feet above Mean Sea Level
(+ 2' to + 4 ' MS L ) T his are a wi I I be b u i I I up to a n a v era g e
ground elevation of approximalely Five to Seven Feel above MSL
(+5' to +7' MSL). II is desired 10 have the entire si Ie at a
relatively flat elevation so there wi I I be no major constraints
for parking and winter boat storage purposes. Altogether there
wi I I be approximately Twelve Thousand to Fifteen Thousand Cubic
Yards (12,000 Yds.a to 15,000 Yds.a) of material(s) deposited
on-site and along the east side of St. Agnes Cemetery which is
contiguous to the area that needs to be fi I led along the west side
of BREWER.
I n add i t ion. the rei s a sma II
(SDartina ~.) located in the
corner of the site. NO FILL
TWENTY-FIVE FEET (25') OF THE MHW
condition will help insure the
i n t e r t i d a I ma r s h z 0 n e .
see t ion 0 f t i d a I ma r s h g r ass
east side towards the southern
WILL BE PLACED ON OR WITHIN
LINE IN THIS AREA. This special
productivi ty of this sensitive
Most of the material being removed [approximately Forty One
Thousand Cubic Yards (41,000 Yds.a)), wi I I be transported across
Manhanset Avenue to a site located directly across from BREWER.
A I I 0 f the ma t e ria I ( s) wi I I bet rue ked i n tot he p rima r y rei 0 cat ion
site at a point directly across from BREWER's entrance drive on
Manhanset Avenue. This undeveloped Eleven and Eight-Tenths (11.8)
acre si Ie is owned and maintained by SI. Agnes Church and wi II 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 fi I I wi I I first be needed to increase the average
elevation(s) throughout the property. As can be seen from the
attached TOPOGRAPHIC MAP, there is an extensive low area
throughout the site which is approximately One Hundred Ninety-Five
Thousand Square Feet (195,000 Fl.'"), or Four and One-Half (4.5)
a ere sin s i z e . The sit e i s p rima r i I Y an 0 I d fie I d wh i chi s
becoming overgrown with diverse vegetation. The most
distinguishable environmental feature is a small fresh water pond
approximately Two to Three (2 to 3) 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 Manhanset
Avenue. St. Agnes Church real izes the environmental and aesthetic
value of this pond, and wishes to accentuate this area as a major
focal point around which the cemetery wi I I be developed.
Absolutely NO FILL MATERIAL WILL BE PLACED ON OR WITHIN
TWENTY-FIVE FEET (25') of this pond. Thus, the pond wi I I be
completely protected and even enhanced.
The northern boundary of the primary disposal 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 Two and One-Hal f to Four Feet above MSL (+2.5' to
<Page 18>
r
BREWER
-08/27/86
GREEN PORT
~RPS/NYSDEC/NYSDOS-PERMIT4It
AMENDMENTCS)
+4' MSL). This area wi I I serve as the primary drainage basin for
the northwest section of the proposed relocation site.
The we s t ern e d g e 0 f the p rima r y d i s po s a I sit e i s del i n eat e d by a
tidal marsh that forms a natural and scenic boundary between St.
Agnes Cemetery and the already developed Stirling Cemetery.
Simi lar to the fresh water pond, St. Agnes Church is aware of the
significance of this intertidal marsh zone. In order to protect
this area, NO MATERIAL WILL BE DEPOSITED WITHIN TWENTY-FIVE FEET
C25') OF THE EDGE OF THE HIGH WATER LINE.
The remaining Eight plus C8+) acres of upland are gradually
becoming overgrown with small trees, shrubs and various plants
that are common throughout Eastern Long Island. The vegetation
includes: black locust, black cherry, red maple, red cedar, grey
birch and oak. The more open sections of the field are dominated
by: bay berry, polson ivy, golden rod and switchgrass. In
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 SHEET NO. 13, PROPOSED TOPOGRAPHY
of RELOCATION SITES, the new topography of the primary relocation
sit e wi I I not ex c e e d an e I e vat ion 0 f a p pro X i ma tel y F if tee n Fee t
above MSL C+15' MSLl. In addition, the site will be graded to an
approximate Six Percent C6%) slope. The resulting drainage
pattern has been designed to channel runoff towards the following
areas:
1) The previous spoi Is area located on 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
sit e.
The fresh and salt water ponds as wel I as the previous spoi Is area
wi I I act as r e ten t ion bas ins for the ant i c i pat e d run 0 f f from the
disposal site. Drainage swales wi I I be graded to help channel the
runoff toward these natural retention areas. In addition, the
drainage swales wi I I be revegetated with grass to help protect
against erosion and sedimentation by reducing the velocity of
flow. Also, vegetative measures wi I I be used to provide a
temporary cover to help control erosion during construction. The
temporary vegetation wi I I consist of mulch and/or perennial rye
grass which are frequently used to protect recently constructed
slopes. These types of protective ground cover wi I I help reduce
runoff by al lowing' more water to infi Itrate the soi I. In
addition, mulch and other forms of temporary cover are essential
for establ ishing good stands of grasses by reducing the loss of
so i I mo i s t u r e bye v a p 0 rat ion, h 0 I din g see d san d fer t i I i z e r I n
p I ace, and reduc i ng seed I I ng damage f rom the heav i ng of the so i I
caused by freezing and thaws. During construction fi I I material
<Page 19>
BREWER GREEN PORT
-08/27/86
"~PS/NYSDEC/NYSDOS-PERMIT4It AMENDMENTCS)
wi II
area
area,
only be placed in one area at a time to avoid having a
bare and unprotected. As construction is completed
grading wi I I then proceed to another.
large
in one
In short, the primary relocation site does not represent a
significant or critical environmental habi tat. In addition,
because of its proximity to BREWER [approximately Fifty Feet C50')
south, across Manhanset Avenue), al I trucking operations to and
from the area wi I I not cause any disturbance to any of the nearby
residents. A temporary access drive into the site wi I I extend
d ire c t I Y a c r 0 s s from the ex i s tin g en t ran c e d r i ve a t B R EWE R ' s .
There are no obstructions or tight curves at this point along
Manhanset Avenue.
VII.ALTERNATIVES
Up 0 n in v est i gat ion, i tis c I ear t hat the pro p 0 sed Ame n dme n t( s) to
the previously approved ProjectCs) offer the most practical and
economically viable approach for BREWER to meet the increasing
demand for pUblic access to the waterfront. Given the existing
design and marina configuration, we find the proposed AmendmentCs)
to the previously approved ProjectCs) is a more practical and
economical plan for upgrading BREWER's docking faci lities and
provide slip space for the recreationally-oriented boats in the
area which are increasingly in demand by the public.
Several al ternat ives were considered and found to be
unacceptable. If no excavation or dredging takes place, the only
way to increase the amount of docking faci I ities would be to
extend existing docks into the Federal Basin. This alternative is
completely unacceptable since the docks would interfere with
navigation in the Stirling Basin.
Another
docking
Basin
property
owners.
unacceptable alternative would be to extend the existing
fa c i lit Y a Ion g the e a s tan d lor we s t s h 0 rei i n e s 0 f S t i r I i n g
beyond the littoral Criparian) boundaries of the marina's
and dorectly in front of their neighboring property
Another alternative that was considered was to undertake a smaller
ProjectCs), either by cutting back the excavation of the boat
basin to only one-half or one-third C1/2 or 113) the total
distance that is currently proposed, or by reducing the extensions
of DOCKS A and B by Forty-Five feet C45'>' At the present time
there are long waiting I ists for sl ips at the marina. In fact,
the proposed increase in the number of sl ips upon completion of
the ProjectCs) [approximately Eighty (80)J, wi I I actually be less
than the current demand. In short, the scale of the proposed
ProjectCs) is at a point where there would not be a reasonable
economic payback or justification ,f there was any reduction in
the size of the proposed boat basin and/or the number of boat
s lip s.
<Page 20>
BREWER
-08/27/86
GREEN PORT
~~RPS/NYSOEC/NYSOOS-PERMIT4It
AMENOMENTCS)
The alternatives to bulkheading around the proposed boat basin
would be stone riprapping, or leaving the slopes bare and
unprotected. These alternatives are impractical for several
reasons. By using stone r iprap or leaving the banks unprotected,
a much larger basin would have to be excavated in order to
construct the same number of boat sl ips that are currently
proposed. The reason for this is that bulkheading allows full use
of the adjacent waterfront, whereas riprap would have to be placed
along a sloping bank which results in additional space that cannot
be used for boat mooring purposes. An unprotected shorel ine would
erode quickly,resulting in increased siltation and maintenance
costs. The accumulation of si It that is caused by eroding banks
reduces the effectiveness of floating docks." Also, protection of
the fresh water/salt water interface would be much less effective
as compared with the proposed bulkhead.
Alternatives to the proposed subterranean bulkhead along the South
east corner of the proposed boat basin would include; stone
riprap, dredging the edge of the area to build a typical bulkhead
or leaving the South west corner of the marsh unprotected and let
the existing subterranean bulkhead continue to deteriorate. Using
stone riprap would affect a larger area of land both above and
below the water resulting in less available space for docks. A
typical bulkhead bui It alongside the marsh is not acceptable
because the dredging and anchoring systems required for the
structure would greatly disturb the marsh. If BREWER leaves the
marsh edge unprotected, and fai Is to repair or extend the existing
subterranean bulkhead the entire southern edge of the marsh wi I I
cont inue to erode due to tidal act ion, storms backwash from boats
and activity at the public boat launch directly east of the marsh.
The alternative for the siting of the swimming pool in the
proposed location, is not to have a swimming pool or to place same
on the north side of the boat sheds. Placing the pool on the
north side of the boat sheds wi I I prevent interference with
automobile parking during the summer and boat storage during the
winter. Not having a swimming pool would deprive the patrons of
BREWERS of an esthetic enhancement which has been proven to be a
desirable asset to other marinas in the area.
The alternative to the siting of the new proposed boat building
would be to place same in a different location. Any other
location would not be conducive to efficient operations of the new
proposed travel lifts and would also create problems in both the
summer traffic flow and parking as wel I as winter storage.
Finally, the only other alternative available to BREWER would be
to not ex pan d and up g r ad e the i r ma r i n ado i n g not h i n gat
al I. This alternative is completely unacceptable if one of our
major goals is to help satisfy the increasing demand for public
access to the waterfront. In addition, from the standpoint of the
I 0 c a lee 0 n omy , t his a I t ern at i ve wo u I d be un for tun ate. The
inability of a commercial marina to upgrade, expand and increase
<Page 21>
BREWER
-Oll/27/86
GREEN PORT
~~RPS/NYSDEC/NYSDOS-PERMIT~
AMENDMENHSJ
the amount of docking faci I I ties 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
co u I d h a v e bee n a sub s tan t i a I g a i n for the I 0 c a I e con 0 my. B R EWE R
has estimated that approximately Fifteen (15) temporary jobs wi I I
be created during the construction phase of the ProjectCs), and
approximately Fifteen to Twenty (15 to 20) full-time jobs [an
increase of Three Hundred Percent (300%)J wi I I be created on
complet Ion of the Project(s).
In short, we believe the proposed AmendmentCs) to the previously
approved ProJect(s) will. as originally proposed and previously
approved, enhance the aesthetic and economic value of the waterfront.
These Project(sJ WI I I prevent the area from decaYing and/or being used
for purposes which would resul t in a loss of publ ic access to the
waterfront.
We would like
excavated mater
First. it wi
Second. i t wi II
it will reduce
Pro j e c t ( s )
to emphasize
ial(s) would
II reduce
reduce the
the overal
the red u c t ion i nth e v 0 I ume 0 f the
resul t in a three-fold posi tive impact:
the area of environmental disturbance;
initial cost of the Project(s); and, Third
logistical complexity to complete the
Therefore,
Amendment(s)
approval of
ques t ions you
Amendmen t (s).
we respectfully request a prompt review of the proposed
to the previously approved ProjectCs) and a prompt
same We would be pleased to meet wilh you to answer any
may have or to discuss in greater detai I the proposed
Wi th warm regards.
Sincerely.
DANIEL S. NATCHEZ and ASSOCIATES. Inc.
By:
DSN/ I jm
Ene losures
cc: Brewer Yacht Yard at Greenport. inc.
Town of Southold
Vi Ilage of Greenport
<Page 22>
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SHEET NO.
2
3
4
5
6
7
8
9
10
1 1
12
13
1 4
15
lie of DRAWINGS
for
BREWER'S YACHT YARD at GREENPORT. In c .
August 28. 1986
T I HE
GENERAL VICINITY MAP
LOCAL VICINITY MAP
SITE PLAN MAP
EXISTING CONDITIONS
PROPOSED EXCAVATION
& DOCK REMOVAL
Comparison of Previously
Approved Plan & Current Proposal
.
r,< RfC"',<,
o)UlJf/fliLu < I. ~'!) p.,
I"
DATE
05/19/84
05/19/84
Rev. 07/29/86
05/19/84
Rev. 07/29/86
PROPOSED EXCAVATION & DOCK REMOVAL Rev. 07/29/86
SITE PLAN MAP
Comparison of Previously
Approved Plan & Current Proposal
SITE PLAN MAP
Comparison of Existing
Conditions, Previously
Approved Plan & Current
Proposal
RECONFIGURATION of DOCKS
Comparison of Existing
Conditions & Current
Proposal
RECONFIGURATION PERIMETER
MAINTENANCE-DREDGING MAP
Proposed Dock Configuration
PROPOSED EXCAVATION & OFF-SITE
DISPOSAL AREAS
Existing Topography
PROPOSED TOPOGRAPHY of
RELOCATION SITES
LOCATION of SITES for
SOUTHOLD WETLANDS PERMIT
ON-SITE DISPOSAL & GRADING PLAN
<Sheet 1 of 2>
Rev. 07/29/86
Rev. 07/29/86
Rev. 07/29/86
Rev. 07/29/86
OS/29/86
Rev. 07/29/86
Rev. 07/29/86
Rev. 07/29/86
Rev. 07/29/86
: DRfwlNG LIST - BREWER GREENP~ - 08/28/86
SHEET NO.
T I HE
16
AREA NAVIGATION MAP
17
RECONFIGURATION of DOCKS
& MOORINGS
Proposed vs. Existing Conditions
18
AREA UNDERWATER LAND GRANT MAP
19
SECTION A & SECTION B
Proposed Grad i ng Prof i I es
S1. Agnas Si te. North of
Manhanset Avenue
20
SECTION D-D
Proposed Typical Section
East of Boat Basin
21
SECTION E-E
Proposed Typical Section
Adjacant to Manhansat Avenue
22
SECTION F
Typical Maintenance-Dredging
23
SECTION G
Typical Subterranean Bulkhead
24
SECTION H
Proposad Typical Section
West of Boat Basin
25
APPROXIMATE LOCATION
of TEST BORINGS
<Sheet 2 of 2>
.
DATE
Rev. OS/29/86
Rev. 07/29/86
Rev. OS/29/86
Rev. OS/29/86
Rev. OS/29/86
Rev. 05/19/84
Rev. OS/29/86
Rev. 07/29/86
Rev. 07/29/86
Rev. OS/29/86
,
1 - GENERAL VICINITY MAP
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BIlEWER YACHT 'tARO AT GIEnlPORT, INC.
STIRLI~G BASIN
GREENPORT HARBOR
NANHANSET AVENUE
VILLAGE OF GREENPORT
TOWN or SOUTHOLO
COUNTY OF SUFFOLK
PROPOSED EXCAVATION, BULKHEADIHG
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Dated:
05/19/84
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 AL!)" ROAD
MAI4ARONI:;CK, NEW YOI!K IOSt.3
(9141696.567&
USED UPON SURVEY IV
YOUNG' YOUNG
".Y,S. LICENSED LANtI SURVEYORS
SURVEY DATED JULY n, 19~J
IEYlSlll SEPT. I, 1981 ",Ii DECEj./IIER 27. 1953
DAtuwl WEAN SEA LEYEL !NGVDI
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STIRLING BASIN
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COUNTY OF SUffOLK
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PROPOSED ~ECONFIGURATlON OF
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SITE PLAN MAP
SCAlf
o 25' 50' 100'
f _ 1
DANIEL S. NATCHEZ AND ASSOCIATES, INC,
555 ALOA lOAn I
NAMAItONECI, NEW YOIII( J05l.3
19UI 698-567&
. w.)' 19, 191'
Revised: 07/29/86
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DANIEL S. NATCHEZ AND ASSOCIAT!S, INC,
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PROPOSED EXCAVATION & DOCK REMOVAL
Comparlaon of Previously
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BREWER YACHT YARD AT GREENPORT. 1NC.
STlRL1HG BASIN
GREINPOIT KARBOR
WANlIANSEl AVENUE
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SURVtY DATED JULY 26, 1963
REVISED SEPT. I, !SaJ .nd DECEIolBtR 27. 1983
DAruMl },tEAt! SEA LEvEl lIiGVDI
DANIEL S. NATCHEZ AND ASSOCIATES, INe
. 555 ALDA lOAD I
NAlolARONEClt. NEil yon ID51.3
.9W 69a~561a
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Revl..dl 01/29/88
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lASED UPON SURVEY BY
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SURVEY DATED JULY 20, 19113
REVISED SEll!. I, 198J and DECEMSER 27, 195J
DATUlh WEAN SEA LEVEL IIIGVOI
PROPOSED EXCAVATION
AND DOCK REMOVAL
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DANIEL s. NATCHEZ AND ASSOCIATES. INC,
555 ALOA 10AO
IoIA~AROHECIt. NEW YOIlIt I05U
f,IL1691l-5671l
'hv'19.1'8'
Revl.ed: 07/29/86
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SHEET NO. 1 -
Comparison of
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Proposal
SITE PLAN MAP
Prevloual)'
& Current
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'l'OUH.. . YOUNG
I.'I'.S. Llulluo LAllltlUavnQII
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OATLlIlIl.tUHU4Llvn 1"!iVDI
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SCALE
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- ,
luvn YACHT TUD AT GI[[H~OtT. INC.
'TItLING 145111
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555ALDI. lOAD ,
IlAW..OH~Cl(. liEII' Ton IOSU
l'UI 'u_su,
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Revised.:
07/29/86
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Comparison of Exlltlng Condl-
tlona. Previously Approved
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.'
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51 ~~.I.'€1f.R~
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PREVIOUSLY
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tu;vu TACK' '''KIln G.Ell/rOIf. INC.
nULl.co '~UH
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NA"KAISEr AYrHut
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UYIUD 5r.rr. I. I"J 'n" Otcuuu ~J. IIIJ
DATUMI JUAII UA UYU. 11110'111
DAHIEL 8. NA.TCHEZ AND AIJ30CIATES, tHe
!3l ALDA lOAD
"'AMUCHle.,llel/lOII J05loJ
IIll1 'U.,."
11.,.1'.1111
Revised:
07/29/86
:
~~~~y .
. .M4:VH4NScr
....--..
'0-
--.
"-.
\
~...-
\
NO. 9 -
REC IDURATION of DOCKS
Comp.rllon of Exl.tlng Con-
ditione & Current PropoI.'
"
~
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..... .<IV!"
-"'-'-'-
---
-~
~
BREWER YACHT YARD
AI GREENPOR,T, INC.
S C\\URC\I
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lASED UPON SURVEY IY
YOUNG . YOUNG
N. Y .$. LICtNstD LAND 5UJlVtyOR5
SUIIVET DATED JULY 16. 11183
REVISED SEI'T. I. 198) .nd DECUIIEl 27.
DATUMt MEAN SEA LEVEL (NGVDI
1983
EXISTING
FLOATS
· ~Wk~SERND
r---_...
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~~
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r""""! .
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IIttVEI YACHT YAIo AT GI[[NPOIfT. INC.
STIRLING ."SIN
GRUH'Ort KUBOI
WANHAN5ET AYEHUE
'ILLAGE OF GREtNPORT
TOWH or SOUTHOLD
COUNTY or sur rOLl
PROPOSED EXCAVATION. IULIl:JltAOING
IIAIHllHAHL.t.-UNlUt.IHu. ANU
It.l..UH~U.UN'''IUH ut rLUAIINl,;
rail Alll>UIIILJ !'IIUIL..I)
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.;~..o(
~O
~
DANIEL S. NATCHEZ AND ASSOCIATES, INC
555 ALOA lOAD
NA14A10HECIl. HEll YOU IO$.L]
19lL'''&-5616
t..y ", 19&'
Revised:
07/29/86
.'
.
SHEE O. 10 -
RECONFIGURATION PERIMETER
~
;tJ
(?
ll",~ /
I
I ~ ........ __ "$'(16,1.1 N.
I V ........ 14SJ2J'.f/6C
" ~:::::. ~ tAT. 4/.06'JO.l'.S50g-
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-
f
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ST AGNES OHURCH
CEMETERY
POOPOSEt>
DISPOSAL SITE
S 26J67. 9 II N.
24S276t1.4J E.
tAr 4'.0(1'.14.'".1.-
LONt1.7Z.Z"ZS.O!l1S411"
@
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LONG. 72~1'19..Gll05.
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---"--
:i~j;::"'-
=::.1.."::1.=...:.....
=:.-=:~:~';::,~:.:...
lAUD UPON SURVEY BY
YOUNG . YOUNG
R.Y.S. LICENSED LfoNtI SURVEYORS
SURVEY DATED JULY 2fl, 1983
nVI5I:n SEPT. I. 1913 and DECEJ,IBER 27. 1913
DATUWI UtAH SEA LEVEL IHGYDI
SCALE
o 25'50' 100'
r =. 1
RECONFIGURATION
PERIMETER
fZZJ
JZ60CI 56 N.
2"!I.Si!~'o.IC.
LilT. 4'''Ofj'SI..66U;''
LONt1"2.2'~12"06J"
~ER YACHT YARD AT OI[[HPOIT, lHC.
STIRLING 1A51N
GREENrORl UARlDR
WAlfIlAHSET AVENUE
VILLAGE OF GREEHrDRT
tOWN or 5OUTllOLO
COUNTY OF SUFfOLK
'RO'OSED ExeAVAT1~~Cf:ULkHEAD'NG
-u-nRTrJlJ:IlC'r:tfJI l", AHU
fi'cmrrrnunmu O~ ~ LUA I I HG
rlt.IrAlIlIl1TUtT"1'Tl:l~
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
. 555 "LDA lOAD I
WUlUONEClC, HEW YOIlk 105.l.3
(9UI691_56'"
. WI' I!lj 191'
Revised: 07/29/86
280'
.
.....
c,
Cl
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fT\
':Xl
T NO. 11 -
MA NTENANCE-DREDQINQ MAP
Propo.ed Dock Configuration
:
----
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,....
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~S\'re
O\S..~-
D
~~~
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'iO~
SCALE
o 25'50' 100'
,....-- ,
PROPOSED
600'
DoCk
----
j~~5.:;--
___II.
==~::::...::....
CONFIGUt:JA
""'liON
STIRLING BASIN
.....E88
?
P.O'~ED [%CAVAftON, IULltHEAD1NC
...,.,I"'IL"'''''.....t..UIl..u...'''... "loLl
.L,-U/'l. lulJ~AI",llt V) '1.0..1"'1110"
rlt.1r A:lo::>UUl.l rllwlu.l:i
'A5[O UPON SUI.," It
.,gUlle . YOUNG
..Y.S. L1CEMSEo UNO suntTOIIS
5UIVty DAltO JULY 26 I'll
UYIUD SEPT. I. ISII] .lId DECEWIU n. .953
.A __
FLOOD
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALDA IOAt' I
NAMA_OHler., JilEV 'f01lll: loseJ
.91"1 691-S67b
"..)'19.196.l.
n~rr~ U"H "'H1 ,...,or:
.
.
SHEET NO. 12 - PROPOSED EXCAVATION & OFF-SITE
DISPOSAL AREAS
Existing Topography
:::.~ ~ ~,J
'.It. Jt.,'
'1-:t .Je ,~(" J/..~"9/ .'
~ r,,\~~~liI;.---'"
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==
PROPOSED
OFF - SITE DISPOSAL
EXISTING
EXCAVATION AND
AREAS
TOPOGRAPHY
Utio'ER YACHT rUD ~T (;1[[11'011, INC.
STIILIIIGIUtl!
GI[[III'On HAIIlOI
'olIo,NIMNSET AVEIIU(
YlI.LIlGE or CUCHPOIl
TOlllt OF sounlOlll
(OUNTY OF surrOLl
..or05to UCAVUIOJt. IUUHUIlING
M~ II" ~N^NL~_UHtU"INt., Ahll
nw"lluU~^IIUN Uj tlUAIIH...
raN ^~~UIIILl I'ROllLI~
'AUD UPON
TOrOGUl'ltlC ifill'
FIVE [AUrl" TOWIlS
surreLl'. COUNTY. II. Y.
5ltEn NO. "11_'0
WrrOL~ COUNTY
DHAtT"'tHI or I'UIoLIC IOI:JRr5
1I...1UI<, 1,01:1111 sr.... U:V[L
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
~55 AlII" IOAll
IIAWHOHI,CI, NUl TONI IO':.'J
'9HI 1l96-SH~
'WI,II.""
Reviled: 07/29/86
STIRLING
BASIN
\g
\\.
IAIlPUI'OH
TorooU'N1C MAl'
PlVttASTUNTOVNI
surrOLK COllNn. N. r.
IIlIU 110. I1II-l0
IUFFOLkCOUHTY
DUUTM~NT or ,UIll.IC VORIII
P"'l'lI~h ~IUN ItA Ll:YI::I.
",rrQU cOUIn fA. ~~, M...'U,
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. .....,,, .. .......n... .... . ".-~-IO.'
.""UUCI"u,"nCIIIMI'OllT, .lIe. -4).-)..1.
. .
SHEET NO. 13 - PROPOSED TOPOGRAPHY of RELOCATION SITES
9.0
~qE)yE; ....0
'lo,s01e """~r
o CO/{j~
VI
l>
Z
~
0]
l
<S
"'10
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Co","
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~
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SCALE
o SO' pd
~
PROPOSED TOPOGRAPHY
OF RELOCATION SITES
.nun YI.el11 Un'AT.IUIII'OIf, INC.
IfIlLIIIG IUIIl
alElI/POn IIAUO'
IUNllANSEr AVfNlIE
VILLAGE" 0' G.UUtOIf
TOlltlOrSOUTlloLD
COLIN" or sunoU:
.o'onDnCAV1TlDNCTlllLkllr~
m~~[~llltCL~1t
UA~UlIlLlr~
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11 :::=;o~:..:' :"",::" ..::'....':;' .':~~ .::.arl::,,:~'. "::..":' ~::::
..........11_. ..... I...... lor ...........11 ..",.. pl.... ~ "., 01
,.............................,.....-.".....
"Do..... ..,..."...,on ....,... ..,... ..1... ......... ....01....
.1 w...,.l..... 10'."........".....'11.. ......... wO". I.........
5l~....N."....,..........I........."....".....'Ll
.,!::l!ll,...,..,..........m..........,..'......
DANIEL 8. HATC:IlI!Z AND ASSOCIATES, 1110.
5~5 ALItA. lOAD
N"'IUOIl~Cl. IllV YOIl IG$O
1,1lI UI-S6JI
11.,1'.""
Rl'o'lSEO IO.I5-....11IVlUll 111111..
Rev lied;
07/29/86
.
'.
SHEET NO. 14 - LOCATION of SITES for
SOUTHOLD TOWN WETLANDS PERMIT
12
'"
..
z
o
-<
01
( ,
STIRLING
PROPOSED AREA
TO BE DREDGED
BASIN
..
\''b
"'.. '
"",--.
UPl~~:~
SCALE
o so' od
=
LOCATION OF SITES
FOR WETLANDS PERMIT
!IUIU1I.CIIT JAID AT GUfIl'On, INC.
SlIUlJIG .105111
GUlHI'On IIARlol
NAlllIMun AV(IIU(
,ILUG(OFG'[(N'OI1
to'o'1I OF SQuThOLD
(OUllfl or SUHOLr.
"0'05n UCA'lAtlDIl, 'UIIMUUING
--UnllrrnJAet::-Olin:;;Tl:C;-A1:'r;-
ll'Umrrr,un,Tl<murn'CMTlIR.
--rlu A~~[)TI1~roll"l)
DAHIEL S. NATCHEZ AND ASSOCIATES. INC.
~~) ALU,l '(Mil
M.lIlUOHI CI, lit" YOU IO!.U
It". ""-!.\on,
'Narllll"l
Revised: 07/29/86
....UIlUl'OIf
'D'(x;~""IIlC 14,1.'
Five t"~TUH TOlo'M$
Surrell (QUit". H. Y.
'11([11<10,1"'_(0
surrOLl, &:;OUN"
OtpUTl1!1l1 Of ,"IoLle W:l.U
11411111, MUM ILA lULL
. .
SHEET NO. 15 - ON-SITE DISPOSAL & GRADING PLAN
\
'N_
\
__ ~i\\.~RNES c SECT.
~~~mTI!~ r
~l
--....-...._ Af4NH4.,~-r-
'-. . '.vcr
... I
""="--.. ~VE;
....
;:,
<::l
r
f"
."
ON-SITE DISPOSAL
AND GRADING PLAN
....
~
"i
AREA TO
BE FILLED
NATURAL
SCREENING
IIf-S Cl\URCII
sl g;"'E1Ef6
~SI1E
OISl'v' .
~
'+
EDGE OF
MARSH
(APPROX,J
s~CII-<\,
'''oc",
t.b
,
SCALE
o 25'50' 100'
,........, ,
.............
~o
'd>\..
..
'UIIU uellT 'AID AT GltfN.on. IIrc.
STlnlNe IUIII
GU1W'0l1 HAUOI
W...NIl""UT "UNUt
YILLAC.t 01 CIUllI'On
TO"'IIOI soutHOll>
(OUNn Dr 5U"OLK
nON'lstn tlC"YA1l0N, 'UU1U...I.lIIG
~Al~II"Ahll.llnLl""N~
~:~i~,'~~, ~:I":',~
----
;;~;j,"F:"-
a~~.:~:r:.:.'-
STIRLING BASIN
DANIEL S. NATCHtZ, AND "SSOCIATES, IHI
!l'.!.UI'" 'OA"
Il...M....ONI(I. N'II ",.., IC"A'
I\lUI'.!lCoI'"
'1I,,,..,t..
Revised: 07/29/86
'lIst!>U'(\/; '1llnt n
,Ot'..;. . ll>l'~to
Il.T.5.l1tUUPhNlo SUIIV"U.!.
SoulIYll DAUI' luIY :!to, l.~.\ :
.nlUII t.lrl. I. "., .~. hlOMIIH n, "')
DI.'U)<; MUll UA HYil IIIt.Vlo,
SHEET NO. , 6 - ARE
AVIGATION MAP
loon
",
0250' 500'
I
7000'
!t:
~~
#:!
~
AREA NAVIGATION MAP
BREWER YACHT YARD AT GREENPORT. INC.
STIRLING BASIN
GREENPORT HARBOR
MANHANSET AVENUE
VILLAGE OF GREENPORT
TOWN OF SOUTHOLD
COUNTY OF SUFFOLK
PROPOSED EXCAVATION, BULKHEADING
MAINTENANCE-DREDGING, AND
~CONFIGURATION OF FLOATING
PIER ASSEMBLY PROJECTS
BASED UPON
DEVELOPMENT PLAN
VILLAGE OF GREENPORT
TOWN OF SOUTHOLD. N. Y.
JUNE. 1967
DANIEL S. NATCHEZ AND ASSOCIATES. INC.
555 ALDA ROAD
MAMARONECK, NEW YORK ID543
(914) 698-5678
May 19. 1984
REVISED MAY 29. 1986
USED UrON SURV['t IT
YOUNG' YOUNG
".Y.S. LlCEMSED LAND SUlIvnOIS
SUIIVEY DATtO JULY 3(.. 1983
IEVlSED SUT. I. 198] nd DECEMBER n, 151153
DATU....' WEAM SEA LEVEL lNCVDI
,
SHiW,. NO. 1 7 -
RE~FIGURATION of DOCKS
& MOORINGS
Propo.ed v.. Exl.tlng
Condition.
.
""
'0
<::>
r
'"
-;u
"
~
hi
r - -1 ~~WTION/>J...
L__J j~~OR
8 ~rO~~~10
~---~ EXISTING
L-___J FLOATS
· ~lflT~SERND
\
'...-
\
~~~~YSllt
"-." - "M4:VH.4NScr
""--..
BREWER YACHT YARD
AT GREENPORTI INC.
; CIIURCII
Si t.~~iER'(
~~Sf.~IiE
IlISPOS,,"1..
'''':::J
"
-:,....
..{, ~.....
-"
. "-
~~
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------
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if
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QJ ~Cl'/ES
o
if
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SCALE
o 25' SO' 100'
P"'"""lI ,
o
~~.
~
-=
o
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IUVEII ,",eMT YAID AT GIEEHron. INC.
STIRLING SAS1H
GRE.E.NrOltT HARIOR
MAHHANStT AVENUE
YILLACt OF CRtENrOn
TOWN OF SOUTHOLO
COUNTY or SUFrOLK
'ROl'OSEO UCAYATIOH. luLXHEA01HG
---unNI'HIIM~'-UN'U"'Hlo, ^MP
U.l,.UHtlloU~"'IUN Ut .LU^IING
Pu.~ "~~HIIlLJ rIUIL..,:.
--
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:i;:ij.?:::--
=::!:.:.'~;.....:~:.::.::-
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~
DANIEL S, NATCHEZ AND ASSOCIATES, INe
555 ALD" 10110
MAMARQHECK. HEll YORl IOSt3
19U1 691-56111
84SlIV
~"-'------,-
~. "'/;1: ~
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Q Ab-t:h'.9"~ 6e?g~r(' \.
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I' 90} ~ 4!l
~,,~ ~.~
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NO.
18 - AREA UNDERW~R LAND GRANT MAP
I
;
~I
~I
l!l
<t
;1/
=>
I
r:,'A'CS
S~' t>i'C~\:t<
C'CV;
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. to, ~
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3 "1.1iY.'SSD'
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Fioae177 J( PH.
if :E'Snw
l.ttGR4A1O R.
'" , . CHAI'AiAN
". -.,, O.r~"" "'II.
~/
AREA UNDERWATER
GRANT MAP
LAND
..
~~C/~~ ~
~ ~/ t
~
It.. ..
(\h 1:.
~I :!;~.
t./1 :.. ~
· I r
//.e.-9'8ERT'
'!!-~ /09. /9U /j'h'LJI'/-'I//?
f.!.P~"cr4) at ~ fl'fif:, ~3
~'> ~"!I:
~
.. -,;">>' :Jr~l"'''''' ' J ~t"l..JS /c.
. . A!JOCIA7'ION
S^,'IJ'1' JJE;;~r N;,v'nn p.JoO
01' Gz"~3J /9J76/J.'j.
1".119' tI~"
o
\
125' 250'
500'
,
BASED ON A COPY OF VATER CRANT
INDEX IolAP 119 OF
SUffOLK COUNTY
BREWER YACHT YARD AT CREENPORT. INC.
STIRLING BASIN
GR([NPoRT HARBOR
IoIANIIANSET AVENUE
VILLAGE OF GREEN PORT
TOWN OF saUTtIOLD
COUNTY OF SUFfOLK
PROPOSED EXCAVATION, BULKHEADINC
--Pml t.HAHLt._llllrnGmG, Atlll
IltcnllTTG11lf;\,ION at ~L.OAIIHG
PIt.1I ^:'5E~IBL.Y PROIEC/:.
DANIEL 9. NATCHEZ AND ASSOC,IATES. INC.
555 ALDA lOAD
IolA"'ARONECK, NEW YOWl 105'3
19U1 698-567f1
Iol&)' 19, )98'
~SED MAY 29, 1986
.
PREVIOUS
.,.- S~~t~
EXISTING
BEFlM
SHEET NO. 19 - SECT ION A & SECT I ON B
Proposed Grad i ng Prof i I es -
St. Agnes Site North of Manhanset Ave.
SECTION
A
. "\'.. ." ...~
FF\ESH WATER POND
MANHANSET
AVENUE
~- . t&Q'
EXISTING GF\OUND
PF\OFILE
SECTION B
.
PREVIOUS SPOILS
~ AF\EA
PF\OPOSED GROUND
PROFILE
EXISTING
BERM
MANHANSET ~ 15'
AVENUE 10'
5'
o
SCALE
o 25' 50'
I I
BREWER YACHT YARD AT GREEN PORT. INC.
STlRllNG BASIN
GREENPORT HARBOR
MAHHANSET AVENUE
VILLAGE OF GREENPORT
TOWN or SOUlHOlD
COUNTY OF SUFFOLK
PROPOSED EXCAVATION, BULXHEAOIHG
MAINI~H^N~e.UK~DGING. ANU
"1:.l.;OIHH.iUIlAIION Ot tLOAllUG
t'1t:1t ^~~t.WilLl t'RUIt....IS
DANIEL S. NATCHEZ AND ASSOCIATES. INC.
555 ALDA ROAD
NAMAROHECK. NEV YORK 105.43
(91" 69a.-S678
Revised:
OS/29/86
.
ST. AGNES
CEMETERY
"I .
.
. .
'.
sY~~~~~
ACCESS
DRIVE
SCALE
o 5' 10'
.
SHEET NO. 20 - SECTION 0-0
Proposed Typical Section
East of Boat Basin
SECTION
D-D
PLANTERS
(CURB STOPS)
PARKING
o
WALK
PILE
FLOAT
BULKHEAD
BOT TOM
2C1
.
BREWER YACHT YARD AT GREtNPORT. IHC.
STIRLING BAStN
GREENPORT HARBOR
MANHANSET AVENUE
VILLAGE OF GREENPORT
tOWN OF SOUTHOLD
COUNTY OF SUFFOL~
PROPOSED EXCAVATION, 80LKHEAOING
M^lNl~H^N~e-UKeDGING. AND
1tt.I.:UNt'lGURAJ IUN 01' tL.UAllNG
1'11:.& A:i::.UI8LI l'KUII:.I.:!!;
DANIEL S. NATCHEZ AND ASSOCIATES. INC.
555 ALOA ROAD
""MARONECK, NEW YORK 10543
(91') 698-5678
Revised:
OS/29/86
.
MANHANSET AVENUE
.
,.
SHEET NO. 21 - SECTION E-E
Proposed Typical Section
Adjacent to Manhanset AVe.
SECTION
E-E
NATURAL
SCREENING
FENCE
BOAT
STORAGE
SCALE
o S' 10'
.
20'
.
TRAVELlFT
BOAT
STORAGE
~
BREWER YACHT YARD AT GREENPORT, INC.
STlRlING BAStN
GREENPORT HARBOR
MANHANSET AVENUE
VILLAGE OF GREENPORT
TOWN OF' SOUTHOLO
COUNTY OF' SUFFOLK
PROPOSED EXCAVATION, BULKHEADtNG
M^INI~NAN~~-UK~UulNu. ANU
Ifl(.;ON~ ll.iUItAlION Ot t1.UA 11NG
t'U~1t ^~l;iI:.!tJ.ijLY rKOll:.l..i~
DANIEL S. NATCHEZ AND ASSOCIATES. INC.
555 ALOA ROAD
NAMAROHECK, NEW YORK 105'3
191.1;' 698-5678
WilY 19. 198L
.
EXISTING
BULKHEAD
.
"
SHEET NO. 22 - SECTION F
Typical Maintenance-Dredging
SECTION - F
TYPICAL
MAINTENANCE DREDGING
255'
SCALE:
10~
VERITICLEO U5
PROPOSED
BOTTOM
PROFILE
- 9.2'tSL
HORI ZONTAL
,
o 10 20
EXISTING BOTTOM
P OFILE
-- - -MHW + 1.2'
-- - --MLW-1.2'
~251
BREVER YAtlli YARD AT CREENPORT. tNC.
STJRLlNG BASIN
GREENrORT "ARBOR
MAIHlAIfSET AVENUE
VILLAGE or GREENPORT
TOV" OF' SOUTlIOlD
COUNtY OF surrOLl
PROPOSEO EXCAVATION, BULXIlEADING
J.4AINI t.HAHI.l:.-DIlt.IK.!tH.i. 11I'10
frtORnCURAllUIl U~ HUAIIHG
1'11:.11 ASSUIB1.l J'IIUIt.(';I~
DANIEL ~. NATCHEZ AND ASSOC/A TES, INC.
555 ALOA ROAD
MAt.lARONECII:, HEW YOU J05'.3
19UI 698-5G7El
Way 19. 1984
REVISED MI\Y 29, 1986
SHEET NO.
23 -
SECTION
Typical
G
Subterranean Bulkhead
SECTION - G
TYPICAL
SUBTERRANEAN BULKHEAD
.
ANCHOR PILE
51TO 101 c-c
\
+2.0'
GUIDE PILES FOR FLOATS
EXISTING UPLAND PROFILE
3"T04" THICK TIMBER
SHEETING
PROPOSE D FLOATS
-------
- M H W + 1.2'
-----MSL 0.0
_ _ _ _ _ _ _ - - - - - --MLW - 1.2'
.
PROPOSED BOTTOM PROFILE - 9.2' MSL
EL. -\ L5 MSL
,
o
5'
,
10'
BREWER YACHT YARD AT GREENPORT. INC.
ST1RLlNG BASIN
GREENPORT HARBOR
MANKANSET AVENUE
VILLAGE OF GREENPORT
TOWN Of' SOUTHOLO
COUNTY OF SUFFOLK
PROPOSED EXCAVATION. .8ULKHEADING
MAIHllNAHCl-UNlUuIHu, ^HV
Il1::CUHt IliUllfd ION Ut tL.UAIIHG
rlt-K ^!I~l:.MIJLY I'ItUIt.CI5
SCALE
DANIEL 5. NATCHEZ AND ASSOCIATES. INC.
555 ALDA ROAD
MAMAROHECK, NE.... YORK 10Sl,3
19a) 698-561&
~.)' 19. 1984
Revised:
07/29/86
. .
.
.
. .
SECTION - H
SHEET NO. 24 - SECTION H
Proposed Typical Section
West of Boat Basin
100'
)1 INT"ERTIDAL
MARSH
~--MSL
PROPOSED BOTTOM
PROFILE
-9.2' MSL
- _ ~i!~ +J..?~
MLW -I.Z'
~
g
~
100'
~35;
'r5''''
ENCE
"TIE
PROPOSED POOL
Z5'
91'-12" TIMBER
SHEETING
,
o
0.0
FENCE
INTERTIDAL
MARSH
CONCRETE
PAD
___MS L 0.0
BREIlER YACHT 'fARO AT CREEl/PORT. Wc.
seA L E,
STlRLIl/C BASIl/
C.EEl/PORT HARBOR
. MANHANSET A VENUE
VILLAGE or C.EENPORT
TOWN Or SOUTHOLD
COUNTY Or SUrFOLK
PROPOSED EXCAVATION. "BUlKHEADING
M^~HI~N^NL~-DWeUuJN~. AkU
Jl!~~Nt-JvUri^llUN 01- rLU^llNG
(/.t.1l ^~::'t.Mf:lLt fRUIteD
I
10' 20'
CANlEL 5. NATCHEZ AND ASSOCr,HES, INC.
555 ALDA RQA 0
MAMARONECK. NE. YOR~ 105<J
191" 698-5678
I.<.Y 19. 19B'"
Revised:
07/29/86
.
,
.,
\
-N_
\
ST AGNES
CEMETERY
...............
'.
-::::::-:~._.
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-.......-.....- ...._~..
...._.~.,...'c"'._
-.-...............
IUU U'OIl SURVfllY
YOll~w . ,,J,,,J;';;
~.,.,. L.ICiM~L" LoU,I. ~u,V(JQ"
SHEET
25
APPROXIMATE LOCATIO
of TEST BORINGS
~~_.
,-'to>
~C)
.(
\
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\
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----- if ~~ SOUTHOLD
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+
APPROXIMATE
LOCAtiON OF
TEST BORINGS
TlST BOilH~S COIO[lU::1[(, BY:
SLACKE THT Il<:'hlh':;, I';':.
SUll$LH....::l s.:.IL~ AhLl
rOl'hul,Tlor, [XF'L'::'kATlvhS
VA1[u Hi>H;,H 21. l!t~~
((---\........
...t'iv~G~
STIR.LING
EXISTING
DOCKS
.4 _
FLOOD
BASIN
~
SCALE
o 25'50'
-
100'
1
aulolu 'UCKT 'fUll AT GI[[H'''~T, I"C.
nULlk':; IUU
CnL"'':'~l "Ak~~'
alAHIoANHl AVr"'~'1
VILUGL or CkEfH,,,n
"O~I; or ..,uTH.lLD
COUNTY or SUfFOll
"0'05[1' UCAVAllet.:. IUllHUlllHG
"~'~lf".Jo,i-I'.U',,'~~' .~,
. h~~t'.'''~~.:~~,J;~T ';~~'~l~~~' ~' ~.,
PANIEL 8. NATCHEZ AND ASSOCIATES, INC.
~" ...LD... lrun_
(516) 751-7900
March 13, 1989
~. .: \' ,;:\
CQPV F~R YO uk!: .
litH.
.....,
~,i
,
ThomAS C. Jorllng
Commissioner,. ,
~
New York State Department of Environmental Conservation
Building 40-SUNY, Stony Brook, New York 11794
AMENDMENT TO PERMIT
Daniel S. Natchez
Suite 1100
555 1\1 da Road
Mamaroneck, NY 10543-4002
Former
Permit # (if any):
Owner: Bre~/er Yacht Club
~ rtl~fIJJlt\'0v7-1f( .r.~-'
r ---I ~II
MAR I 6!CJR<J lilll!
-_..... I, I
RE: Permit No. & Location:
10-8"-1258
Sterlinn Bilsin
Greenport
Dear' Mr. Natchez:
____ ~eUL-Lecent request to extend the above permit has been reviewed .
pursuant to 6NYCIU{,-i?a.t:.L.6~2 _bcClI aecerm1ned that there has not .
been a material shange~n . mental conditions, relevant technology or
applicable-1aw-Dr regulations since ~uance of the existing permit;
th~Lef~re~ the expiration date is extended to------ .
XX Your recent request to modify the above permit h~viewed
pursuant to 6NYCRR, Part 621. It has been determined that the proposed
modifications will not substantially change the scope of the permitted
actions or the existing permit conditions.
Therefore. the permit is amended to authorize: Construct 9n4.f. of
tpmporary bulkhead to allo~1 excavation of ~'estern half of basin and remove existing
bulkhead to the south as per attached NYSDEC Approved Plan.
SPECIAL CO~IDITIONS:
1. Bulkhead to the south (shown as Phase I on plan) shall not be removed until
temporary bulkhead is installed.
2. The temporary bulkhead shall not be removed until excavation of Phase II portion
of project is completed.
3. All excavated fill and remaining material shall be suitably retained so as
not to enter waterway or wetlands.
This letter is an amendment to
posted at the job site.
t.
I I
!
the original permit and as such, shall be
I
..,"
All other terms and conditions remain as written in the original permit.
!
Very truly yours, .
Ck,- ,';....t.A. ~~(l~L,
"
I;
, ,
;,1
, :'
r
Daniel S. Natchez
Suite 1100
555 Alda Road
Mamaroneck, NY 10543-4002
Former
Permit I (if any):
, '.~'I" .
:. ." ,.'....:'1' '.,tt.,
l . ":''''''::''~';'I,I ,.1;
"""'~"""'\'Ji ,,','
t::,,!,:; ". :;.';.;r.
'f', ":1::1'
,....... . ".1'
i"i' "'",.,-" .:;:j,,'
! -' ;' ',' \ :~.
.,~"",:
. ,<ro'::;; _ . .-,~hJII'I!J '; /r:
I . '. ", _ ',. c. M, :.," .1.":'; ~
Thomlt~'c.: In'1h1g "~.
C:> . ;<,~h~",~r)'
. "il
,.J '.
I.
11
11:1
"
-"'"ew 'I'ork State Department of Environmental Conservation
Building 4O-SUNY, Stony Brook, New York 11794
(516) 751-7900
March 13, 19B9
AMENDMENT TO PERMIT
Owner: Brewer Yacht Cl ub
RE: Permit No. & Location:
. .
, .';
I
I.
I I'
10-86-1258
Sterling Basin
Greenport
.: 'j'
,::
,i'
" '
Dear' Mr. Natchez:
recent request to extend the above permit has been reviewed
pursuant to 6NY 62 rm~ne t there has not ..
been a material c n mental conditions, relevant technology or
applicable or regulations since uance of the existing permit; i:
tne e, the expiration date is extended to i ,
~ .1
XX Your recent request to modify the above viewed
pursuant to 6NYCRR, Part 621. It has been determined that the proposed
modifications will not substantially change the scope of the permitted.
actions or the existing permit conditions.
Therefore, the permit is amended to authorize: Construct 904.f. of
temporary bulkhead to allow excavation of western half of basin and remove existing
bulkhead to the south as per attached NYSDEC Approved Plan.
SPECIAL CO~DITIONS:
1. Bulkhead to the south (shown as Phase I on plan) shall not be removed until
temporary bulkhead is installed.
; i.
,'j
.::.
, .
"
'.
?. The temporary bulkhead shall not be removed until excavation of Phase II portion
of project is completed.
3. All excavated fill and remaining material shall be suitably retained so as
not to enter waterway or wetlands.
:i
:
.~ ir--~
:j"
All other terms and conditions remain as written in the
.,.
.1,:
'J'-,
, ~j
it:
This letter is an amendment to the original permit and as such, shall be 1 I;
posted at the job site.!: .
':li,I'
~~ . ' l~~
~ I
Deputy Regiona Permit AdMinistrator'
Very truly yours,
~.
Fncl.
cc:
,
. ' '. .. COPY FOR YOUR
DANiEL S. NATCHEZ z.ru,f Af~~li"rEs, Ene.
Clax 710. (914) 698-7321'
-
-
Office of the President
fILE COpy
Suite 1100
555 AIda Road
Mamamneck, !Ve<< ,'ork 10543-4002
(914) 698.5678
January 27, 1989
ARMY CORPS of ENGINEERS
New York [listrlct
26 Federa I Plaza -
New YorK, New York
Certified Mai
#P-925-9~7-0~6
191h Floor
10278
~:
M r R I C h a r d T orne r t A~. 5 1st 6. Ii t Chi e f
Reguletory Branch
RE: BREWER'S YACHT YARD at GREENPORT. INC.
Corpe' Perrr"t No. 13490-C
Gent;em~r,:
0n oehelf elt our aoove-refereric~d cl lent,
mef! In9 eno CI~:USSlon WI 1h Ri2ti~rd lomer
~~guILt0ry br~nch. on ttle mornJn~ tf 01/2l/b9.
th~s WI i l c0nf I rm a
At,~'l~tfrtt Ctli~f
D II r i rl 9
f
- ~. 0":[; (. _
i: ti a! IT! ~ f- tit; ~ U'.' e w t; rl tOt' f r : fl to (.t t: ~ i ~ E' e rl 0 fr E- {. C ~ (.: ; l '7 ~ r, p
!:: L' : L rl ~ c. c
i n C:;.:: C ... , ~. t. ~ a and ~. n (, v.: t: t r: .. t, ~
~. c-. C tl t' C
::' ~ ,? \" . c' ,. ,
Cot
t > +' ( f.: ~' r
( I t C ~ .
c ~ ;. ... ~
:- c, t, c, 1./ ~ - . t- ., t ,- ~ ~, :: t, c- :' t ~ !,":,", . ~ ~
\',''''
p, r-, ~ .
\t., '.
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:.. i ~. : : :.: ~ ;:"1 :: C r. ~ ; r u:: :
l; ~.
:-:-,f r.
;1 ~
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me_' , ~ c. . ~
c,
.,:' : ... : ~ f:' (. ~, :: :- C- . , Co r: ~ T:!:~, t [~_ 1 c:. l E. !.
(:'c~:f"rrrt-'r: ::i E tempt."",ry
~r.~.IOE.ft ~ if ~':~n Map.
t:l
. ~ ~ ::
m~rl;tb :n green on ~tle
Tr:/s temp~r6ry bulkhead, wnlcr, WI I I utI I ~ze fl Iter fabr It,
p~lng and/or sheet ing cnd weco pilings, Will allow:
,I ~he .xcavation of the wtt:orn'plf of the Dae.n;
2 I 'I, e p I a c em. n t 0 f the t .rr,o era rf D u I k h. a 0; an 0
21 Tn. removal of the .xll',ng bulkh.ad in Iront of the
f Irsl hal of Ihe excav.led bae.n (marKed in redl
Ther.after, the remaining authorized, eaetern baSin (Phaee 2)
WI I I bee x c a vat e d and 1 he temp 0 r a r y b u I k h e a d and 1 her ema i n I n g
ex i e 1 i n g b u I k he a d r emo v e d. i n 1 hat 0 r de r .
, .~
\
\
/
~
construction on the temporary bulkheed wi I I commence next week.
With warm regards.
Sincerely,
DANIEL S. HAT Z and ASSOCIATES, Inc.
~..
Presiden
DSN/I jm
Enclosures
cc: Brewer's Yacht Yard at Greenport, Inc.
Messrs. John D. Brewer, Jr.
John S. Johnson
FII Ar;N~
P ;!11.JI1= -'.CHU-n
1'iQ,::0SeO g,'~~U~R~
\ "'l SIT<
--- --=;:"'"::".~ ........... \.
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lZ~l ~~/ST1NG II' Wlctff~Q......
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..... R<:MOVEO TO Be
DOC!( .
STIRUN~ OoC~ "
BA.SIN
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AREA EXCAv;..TED
F>P'OSED
6J~~,I,O
,l,ROUND .
BOAT BASIN .
'"
::u
SHEET NO.6 -
PROPOSED EXCAVATION & DOCK REMOVAL
"
~
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-
c\,
:z: "
m ......
,
,
,
\
,
,
,
,
_ TE:1PORARY BULKHEAD
[=:J AREA EXCAVATE~
_ BtJI.KI!EAIl TO BE >.EMOVED
AFTER INSTJI..LLATION OF
TEMPO:".ARY BULKP.EAD
~~iir~.
"-
:0..__"
SCALE
o 25'50' 100'
P-'-_ .
~oc
fa
~~
---..
;1':::;;;.'r.=:--
_._" .
=:=::::..:~:Z-
PROPOSED EXCAVATION
AND DOCK REMOVAL .
I.t~t. YACHT YA.C AT GREtNPORT. lNC.
STIILlHG U51H
CRttHrolT kAISOR
lIJ.HIlAU5iT ,lvtllUt
VllLAGt or c.ttHPOIT
TOVU Of $CUTUOlD
COUHTl or SUFFOLK
P1l0l'OStll UCUAT10M. .Ul'l'HUD1HG
-.rrr;m.HI..%.....llcLl..'KI.I. "'H'
fi\:mlFI"'U~..luH ut tLUAII""
-p"T'[" AlI:lou"LI I"KUIt.L.I:!o
lAUD UPON SURVEY n
'rOU"'; 1 YOUNG
I.T.5. UCtll!l.tO LA.:o SURVETOIS
5111"1:1 DA.tED JULY 20. l,d3
ItvlSU Stl'l. I, Iljl] ."d DtC!IoIi1E1 11,
DATUMI WtA.N 5tA Lt~tL IUCVDI
1913
DANIEL S. NATCHEZ ANe ASSOCIATES, IN
"SAUl" lOAD
lIAlIAIO)ltCI.. _tV YOIll. 1050
C'I"1"1-561.
)1.,'1'. 1,1'
Reviled: 071291ae
PZ"::S=:- ':~~:l::GE: 0::"/::: If:
NOT FOR CONSTRUCTION
PILE (TYPICAL)
WALE
MHW :1:2.4'
SL :1:1.
WOO
APPROVEO BOTTOM
ELEVATION -B.O' IALW
IIA5flUlII:.
SHEET NO. 24 - SECTlON H - PROPOSED
TYPICAL SECTION WEST Of BOA' BASIN -
PREPARED BY DANIEL S. HATCHEl and ASSOCIATES,
Inc.. AS RE\1S~D THROUGH 07/29/86 MlH
All NaTES ThlERE'ON.
DAlUU _ US ARLlY CORPS - ULW - 0.0' -
-1.2' ),ISl
BULKHEAD SHEETING
TEIAPORARY BULKHEAD - TYPICAL
SECTION VIEW
FIL TER FABRIC
EXISTING GROUND ELEVATION
VARIES
(j
TIE ROD
TYPICAL SECTION
.scALE:.
o 1 2 3 4 S 10
~ I
TYPICAL DEADIAAN SYSTH.
NOTE:.
TIE-BACK SYSTEIA TO BE
PLACED AS NEEDED
BRFWER YACHT YARD AT GRn'NPORT INt.
SllRLlNG BASIN
GREEN PORT HARBOR
t.4ANHANSET AVENUE
VILLAGE Of GREENPORT
TOMl Of SOUlHOlD
COUNTY Of SUFFOlK
TfuPORARV AUI KHun _ TYPICAL
gcnoN VIEW
PREPARED BY:
DANIEL S. NATCHEZ and ASSOCIAlES. Inc.
~55 ALDA ROAD
UANARONECK. NY 10543-<4002
DATED 01/23/..
",I, ",1. ...,
,
....._r... __ __. .'
>
...
.
..' --
- - New_Y~rl'--Slale_De~rtment '~t ~ironMenl..T Con....-,:..slion
- - R~gul-atorYMf":i~s_Unit_ ~::_ _u - ----~__
Bldg. 40, SUNY, Rm. 219~---- __
Stony Brook, N. Y. 11794
-.--.
~. ~.- ~_._.."
.. . . - - ~:'. : - - - ~ ~~-~----
.. ... ........ ..... .. ...~c
.~_.
(516) 751-7900
COpy FOR YOUR
INFORMATION
Henry G. Williams
Commissioner
January 6, 1987
o @@@QW&@
JIll , 4 I9Efl /I.
L' }
o
Brewer Yacht Club ,
Manhasset>' Ave.
Greenport, NY 11944
Re:
Pennit No.
10-86-1258
Dear
Sir:
In conformance with the requirements of the State Uniform Procedures
Act (Article 70, ECL) and its imple~enting Regul!,~ion~6h"'YC:{Ul,,~1'=r-,621):~____-,c~:::~:" _=_-.:::~-
we are enclosing your-pennit.?lease-reaa-a~l~conditions carefully. If . . :
you are unable to cOCply with any conditions, please contact us at the .
above address.
Also enclosed is a percit sign which.is to ~~_:cQnspicllously posted _ _
at the project site and protected' from-the-'"either. .
Very truly yours,
://. /--;- "'7 -- /'
- -, "r./-7" __ . /C:-J-=-----
..?.1.==ed T. Kellar
De?c~ Regional Percit Ac~nis~ratc=
,.
;_TI:: ~w
:::.:J.:l0 Si.::.-e
~
"
I
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
UNIFORM PROCEDURES ACT
(J!d~
Region No.: Y
-
Date:
Applicant:
ee4~
00
Amount: $
~o
467335
Permit Type:
Check d
Check or M.O. No.:
Money Order 0
4Y7/
32-14-13 (91771
.
.,
.
95-20-6(91~}-:!5C I
DEe PERMIT NUMBER
NEW YORK STAn DEPARTMENT OF ENVIRONMENTAL CONSERVATION
EFFECTIVE DATE
10-86-1258
rACllITY/PRQGRAM NUMBER(s)
N/A
D
G;J
D
D
D
D
Article 15, Title 3; 6NYCRR 327,
328, 329: Aquatic Pesticides
Article 15, Title 5:
Protection of Water N
Article 15, Title 15:
Water Supply
Article 15, Title 15:
Water Transport
Article 15, Title 15:
Long Island Wells
Article 15, Title 27:
Wild, Scenic and Recreational
Rivers
~
-
-
PERMIT
Under the Environmental Conservation Law
6NYCRR 608: N
Water Quality Certification
Article 17, Titles 7, 8:
SPDES
Article 19:
Air Pollution Control"
Article 23, Title 27:
Mined Land Reclamation
Article 24:
Freshwater Wetlands
N-New, R-Renewal, M-Modification,
C-Construct ("only), O-Operate ("only)
~
D
D
D
D
1/6/87
EXPIRATION DATE(s)
6/30/92
~
D
D
D
D
D
Article 25:
Tidal Wetlands N
Article 27, Title 7; 6NYCRR 360:
Solid Waste Management"
Article 27, Title 9; 6NYCRR 373:
Hazardous Waste Management
Article 34:
Coastal Erosion Management
Article 36:
Floodplain Management
Articles 1, 3, 17, 19. 27, 37;
6NYCRR 380: Radiation Control
PERMIT ISSUED TO
Brewer Yacht Club
ADDRESS OF PERMITTEE
Manhasset Ave., Greenport, NY 11944
AGENT FOR PERMITTEE/CONTACT PERSON fJI TElEPHONE NUMBER
Daniel S. Natchez & Assoc. ,Inc. ,555 Alda Rd., Mamaroneck,NY 10543-4 02 (914(698-5678
NltJQ<: ~~~ LOCATION OF PROJECT: North side of Sterling
Basin in the Village of Greenport, south of Manhasset Road.
, LOCATION OF PROJECT/FACILITY I COUNTY I TOWN/C~ I UTM COORDINATES
,
I Greenport Suffolk Southold
i DESCRIPTION OF AUTHORIZED ACTIVITY
SEE ATTACHMENT.
GENERAL CONDITIONS
By acceptance of this permit, the permitlee agrees that the permit is contingent upon strict compli-
ance with the Eel, all applicable regulations and the conditions specified herein or attached hereto.
1 The permittee shall file in the office of the appropriate regional permit administrator, or other office designated in the special conditions, a notice of intention to commence
work at least 48 hours in advance of the time of commencement and shall also notify him/her promptly in writing of the completion of the work.
2 The permitted work shall be subject to inspection by an authorized representative of the Department of Environmental Conservation which may order the work suspended if
the public: interest so require~ pursuant to ECL i71-o301 and SAPA i401(3).
3 The permittee has accepted expressly, by the execution of the application, the full legal responsibility for all damages, direct or indirect. of whatever nature, and by whomever
suffered, arising out of the project described herein and has agreed to indemnify and save harmless the State from suits, actions, damages and costs of every name and descrip-
tion resulting from the said prOject
4 The Department reserves the right to modify, suspend or revoke this permit at any time after due notice, and, if requested, hold a hearing when:
a) the scope of the project is exceeded or a violation of any condition of the permit or provisions of the ECL and pertinent regulations are found; or
b) the permit was obtained by misrepresentation or failure to disclose relevent facts; or
c) newly discovered information or significant physical changes are discovered since the permit was issued.
5 The permittee is responsible for keeping the permit active by submitting a renewal application, including any forms, fees or supplemental information which may be required
by the Department, no later than 30 days (180 days for SPDES or Solid or Hazarduous Waste Management permits) prior to the expiration date.
& This permit shall not be construed as conveying to the applicant any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the
permitted work or as authorizing the impairment of any rights, title or interest in real or personal property held or vested in a person not a party to the permit.
7. The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-way which may_ be required for this project
8 Issuance of this permit by the Department does not, unless expressly provided for, modify, supersede or rescind an order on consent or determination by the Commissioner
issued heretofore by the Department or any of the terms, conditions, or requirements contained in such order or determination.
9 Any modification of this permit sranted by the Depart~ent must be in writing and attached hereto.
PERMIT ISSUANCE DATE
1/6/87
o A
Alfred T. Kellar
ADDRESS B dg. O,SUNY,Rm.219
Stony Brook, NY 11794
AUTHORIZED SIGNATURE
/7/ / -
",{..//,-, . ~
cc:C.T.Hamilton
;
-r,/I"
", ,',.,/
4
Page 1 of
,
DESCRIPTION OF AUTHORIZED ACTIVITY:
. ,
Construction of a 180 boat marina by:
1. Excavating 44,090 cubic yards of upland fill from a 86,365 square foot area to
a depth of 8' below mean low water.
2. Dredging 10,500 cubic yards from a 120,800 square foot area to a depth of 8'
below mean low water.
3. Remove 405 linear feet of existing timber bulkhead, install 1,135 linear feet
of interlocking wooden bulkhead, to include replacing of 110 linear feet of
subterranean.
4. Installing 1,735 linear feet of main dock, 84' of ramps and 2,840 linear feet
of finger piers.
5. Install two travel lifts.
6. Construct swimming pool by excavating 270 cubic yards from a 1,125 square foot
area.
7. Construct 3 boat buildings and clubhouse.
8. To reconfigure the docks, piles and ramps at" any time within tbe reconfiguration
perimeter shown on Sheet No. 10 of the approved plans.
All work is to be performed within accordance of the narrative entitled "Proposed
Excavation, Bulkheading, Maintenance Dredging and Reconfiguration of Floating Pier
Assembly Projects" prepared by Daniel S. Natchez and Assoc., Inc. pgs 1-22 dated
August 27, 1986 and the supporting drawings sheets 1-25 also prepared by Daniel S.
Natchez, (sheets 1-25 are stamped NYSDEC approved).
All dredged and excavated materials are to be disposed as follows:
1. A maximum of 3,500 cubic yards on site landward of the new bulkheading.
2. Approximately 11,500 cubic yards in St. Agnes Cemetery immediately west of
Brewers property.
3. Approximately 42,100 cubic yards placed north of Manhasset Avenue owned by
St. Agnes Cemetery.
':!S.2().-ba f1!Bn~- ::!:;c
-+ ADOfTl.(>NAl C~NERAl CONDITIONS FOR ARTICLES 15 [Tille 5), 24, 25. 34, 36 and 6 NYCRF: Part t.08.{ )
10 That if future operatiom b\' the Statf:: of Ne\o\ York require an al. other environmentally cf-leter;OrJS malenals as!>ociated with the
teration in the position of the structure Of work herein authorized, or project.
if, in the opinion of the Department of Environmental Conservation 14 Anv material dredged In the prosecution of the work herein permitted
it shall cause unreasonable obstruction to the free navigation of said shalf be removed evenl", without leaving large refuse piles, ridges across
watf'r5 or flood flows or endanger the health, safety or welfare of thf' bed of a waterwav or floodplain or deep hole~ that may havE' a
the people of the State, or causf' loss or destruction of tht' natural tendency to cause damage to navigable channels or to the banks of
resources of the State, the owner may be ordered by the Department to a waterway.
remove or alter the structural work, obstructions, or hazards caused 15 There shall be no unreasonable interference with navigation by the work
thereby without expense to the State, and if, upon the expiration or herein authorized.
revocation of this permit, the structure, fill, excavation, or other 16. If upon the expiration or rf"vocation of this permit, the project hereby
modification of the watercourse hereby authorized shall not be com. authorized has not been completed, the applicant shall, without expense
pleted. the owners, shall. without expense to the State, and to such to the State, and to such extent and in such time and manner as the
extent and in such time and manner as the Department of Environmental Department of Environmental Conservation may require, remove all or
Conservation may require, remove all or any portion of the uncompleted any portion of the uncompleted structure or fill and restore the site
structure or fill and restore to its former condition the navigable to its former condition. No claim shall be made against the State of
and flood capacity of the watercou.rse. No claim shall be made against New York on account of any such rE"moval or alteration.
the State of New York on account of any such removal or alteration. 17 If granted under Article 36. this permit does nol signify in any way
11 That the State of New York shall in no case be liable for any damage that the prOJect will be free from flooding.
or injury to the structure or work herein authorized which may be caused 18 If granted under 6 NY(RR Part 608, the NYS Department of Environ-
by or result from future operations undertaken by the State for the mental Conservation hereby certiiies that the sublect project will not
conservation or Improvement of navigation. or for other purposes, and contravene effluent limitatIOns or other limitations or standards under
no claim or right to compensation shall accrue from any !luch damage. Sections 301, 302, 303, '306 and 307 of the Clean Water Act of 1977
12. Granting of this permit does not relieve the applicant of the responsi- (PL 95-217) provided that all of the conditions listed herein are met.
billty of obtaining any other permission, consent or approval from 19. All activities authorjzed by this permit must be in strict conformance
the U.S_ Army Corps of Engineers, US Coast Cuard, New York State With the approved plans submitted hy the applicant or his agent as part
Office of General Services or local government which may be required. of the permit application.
13 All necessary precautions shalf be taken to preclude contamination
of any wetland or waterway by suspended solids, sediments, fuels,
solvents, lubricants, epoxy coatings, paints, concrete, leachate or any
Such approved plans were prepared by
on
SPECIAL CONDITIONS
1. There is to be no increase in the total number of boat slips beyond the 180 slips
authorized herein.
2. No dredging is to occur closer than 10' from existing tidal vegetation except in
the area contained by the subterranean bulkhead. A 1:3' slope shall be established
in all other dredge areas.
3. The new interlocking bulkhead shall be constructed prior to removal of the existing
bulkhead. The old bulkhead is to be removed only after the new bulkhead has been
installed and over 95% of the excavation has taken place.
4. Snow fencing is to be installed 25' from existing freshwater pond and tidal wetland
areas directly across the street and along Stirling Cemetery to insure that all
dredged spoil will be kept a minimum of 25' from water areas. All areas must be
vegetatively stabilized within 6 months of completion of this project.
5. If dredging is to occur hydraulically all dredged spoil disposal areas must be
contained within bermed areas.
6. There is to be NO disturbance to the existing tidal wetlands from any phase of this
proj ecL
7. Upon completion of this project 5 MPH Speed Limit signs must be installed along the
Marina and Main Channel.
8. All work is to occur in accordance with the plans and specifications which
accompanied the application for this Permit except where they specifically
contravene these special conditions.
9. The permittee must
of lpn~rh nT y;nrn
DEe PERMIT NUMEER
10-86-1258
supply, 30 days in advance, plans showing any proposed modificati n
of ~ny dock, pier or float, for which this office reserves the
ight to deny or request a new permit application. The stated
PROCRAM1FACIl1TY NUMBER
N/A
nued)
Page
2
of 4
.
.
SPECIAL CONDITIONS (continued)
10. The new subterranean bulkhead is to be at the same elevation as the existing.
11. Dredging is to be limited to 8' below mean low water.
12. Permit No. 10-84-0766 and modifications are hereby null and void as all
portions are now incorporated into this permit. Permit No. 10-84-0766
is to be destroyed.
Supplementary Special Conditions (A) through (3) attached.
Additional Suppl~mentary Special Conditions (M).(N) and (0) attached.
.
.
SUPPLEMEh~ARY SPECIAL CO~~ITIORS
The following condi tionsapply_ to all permits:
.'
A. If any of the permit conditions are unclear, the permittee shall contact
the Division of Regulatory Affairs at the address and telephone noted below.
B. A copy of this permit or approval and supplementary.conditions.shall be
available at the project site whenever authoi"ized-work is in progress..
C. The pe~~t sign enclosed with the permit or a copy of letter of approval
shall be protected from the weather and posted in a conspicious location
at the work site until completion of authorized work.
D. At least 48 hours prior to commencement of the project, the permittee shall
complete and return the top portion of the enclosed receipt form certifying
that he is fully aware of and understands all provisions and conditions of
this permit. Hithin one week of completion of the permitted work, the
bottom portion of that form shall also be completed and returned.
E. For projects involving activities to be accomplished over a period or more-.
than one year, the permittee shall notify the Regional Permit Administrator
in writing at least 48 hours to the commencement of resumption of work each
year.
F. If project design modifications take place after permit issuance, the
permittee shall submit the appropriate plan changes for approval by the
Regional Permit Administrator prior to undertaking any such modifications.
The permittee is advised that substantial modification may require sub-
mission of a neW application for permit.
G. All necessary precautions shall be taken to preclude contmnination of any
wetlands or waten,ay by suspended solids, sediment, fuels, solvents,
lubrica~ts, epoxy coatings, paints, concrete, leachate or any other
environmentally deleterious materials associated with the project work.
H. Any failure to comply precisely with all of the terms and conditions of
this permit, unless authorized in ~'riting, shall be treated as a violation
of the Environmental Conservation Law.
I. The permittee is advised to obtain any permits or approvals that may be
required from the U.S. Department of Army Corps of Engineers, h'Y District,
26 Federal Plaza, New York, h~ 10278, (Attention:, Regulatory Functions
Branch), prior to COlIll!lence::>ent of work authorized herein.
J. The granting of this permit does not relieve the permittee of the
responsibility of obtaining a grant, easement, or other necessary approval
from the Division of Land Utilization, Office of General Services, Tower
Building, Empire State Plaza, }.lbany, 1'11 12242, which may be required for
any encroachment upon State-awned lands under water.
Regional Permit Administrator
1"YS Dept. of Environmental Conservation
Bldg. 40, SUh~--Room 219
Stony Brook, NY 11794
(516) 751-7900
DEe C 10-86-1258
Page 3 of 4
The 'following conditions shall apply if checked as applicable hy the Re~ional
Permit Ad~inistrator:
K. All dredging shall be conducted so as to leave a uniform bottom elevation
free of mounds or holes.
L. All spoil material shall be disposed of either in the Atlantic Ocean
or at an approved U.S. Government Dumping Ground, as directed by the
District Engineer, U.S. Department of the Army, Corps of Engineers.
Any spoil material not intended for such water disposal shall be removed
from the site and disposed of at an approved upland site.
xx M. All fill and spoil material sha~l be suitably contained at the work site
so as to prevent its eroding. leaching or other~ise entering into
adjacent wetlands and waterways.
xx
N. All peripheral rip-rap berms, cofferdams, rock revetments, gabions,
bulkheads, etc. shall be completed prior to placement of any fill
material behind such structures.
xx
O. All repairs to existing stru~tures shall be confined to replacement of
existing structural elements with no change in design, dimension, or
materials, unless specifically authorized herein.
D~E
1/6/87
DEe #
10-86-1258
Regional Permit Administrator
Division of Regulatory Affairs
1iS Department of Environmental Conservation
Building 40, SU1'Y, Room 219
Stony Brook, 1i 11794
(516) 751-7900
Page 4 of 4
CHARLES T. HAMILTON
Chief, ~~rine Regulatory Section
~~SDEC, ~ureau of Marine Habitat Protection
Bldg. 40, SU~, Room 225
Stony Brook, N. Y. 11794
RE: Permit No.
Issued To:
Contractor's Name
Contractor's Address
Contractor's Phone No.
Dear Sir:
Pursuant to General Condition Number 1 of the above referenced permit you are
hereby notified that the authorized activity shall commence on
This notice is to be sent at least two days in advance of 'commencement of the
project.
The permit sign will be posted at the site and'copy of permit will be available
at site for inspection.
Submitted by
Failure to notify or post sign will leave owner and/or contractor subject to
applicable penalties for non-compliance with permit conditions.
--------------------------------------------------------------------------------------
CHARLES T. HAMILTON
Chief, Marine Regulatory Section
~IYSDEC, Bureau of Marine Habitat Protection
Bldg. 40, SUNY, Room 225
Stony Brook, N. Y. 11794
RE: Pennit ~;o.
Issued to
Contractor's ~ame
Contractor's A~dress
Contractor's Phone No.
Dear Sir:
Pursuant to General Condition Number 1 of the above referenced permit you are
hereby notified that the authorized activity was completed on
Submitted by
,_. This.notice~ with photos-of completed work and or completed survey, is to be sent
,to above address promptly, upon-<:ompletion of proj~ct. "failure. to notify will leave ..n.::::::,_
,:,";::-'..OwTI'!1:" and!-or.contracfoZ;':subject to appli-cable penalties for non-compliance with
~~--~~ ---~~~~-~-
New York State
Department of Environmental Conservation
~
.....
~
NOTICE
~-
.....
~
The Department of Environmental Conservation (DEC) has
issued permit(s) pursuant to the Environmental Conservation
Law for work being conducted on this site. For further informa-
tion regarding the nature and extent of work approved and any
Departmental conditions on it, contact the Regional Permit
Administrator listed below. Please refer to the permit number
shown when contacting the DEC.
Regional Permit Administrator
Expiration Date
o -g6, /c:;.S 8'
6 30~~
Permit No.
95-20-' (11/82)
NOTE: This notice Is not a permit
I
;J(-(' m, ..[-E.-L
LIS; of DRAWINGS
for
BREWER'S YACHT YARD at GREENPORT,
Augus t 28. 1986
SHEET NO.
T I HE
1
GENERAL VICINITY MAP
2
LOCAL VICINITY MAP
3
'SITE PLAN MAP
4
EXISTING CONDITIONS
,"-
tn'SUEG
/ for-I'!"""""
/ tiiJi'.t~U ~tu
I~;~'(//I,
.' 1.-..... ""
L'; l-;-tA-.
I..
I n~c~ ~.
.
DATE
DATE
05/19/84
05/19/84
Rev. 07/29/86
05/19/84
PROPOSED EXCAVATION
& DOCK REMOVAL
Comparison of Previously
Approved Plan & Current Proposal Rev, 07/29/86
5
6
PROPOSED EXCAVATION & DOCK REMOVAL Rev. 07/29/86
7
SITE PLAN MAP
Comparison of Previously
Approved Plan & Current Proposal
8
SITE PLAN MAP
Comparison of Existing
Conditions, Previously
Approved Plan & Current
Proposal
9
RECONFIGURATION of DOCKS
Comparison of Existing
Conditions & Current
Proposal
10
RECONFIGURATION PERIMETER
11
MAINTENANCE-DREDGING MAP
Proposed Dock Conf i gurat i on
12
PROPOSED EXCAVATION & OFF-SITE
DISPOSAL AREAS
Existing Topography
13
PROPOSED TOPOGRAPHY of
RELOCATION SITES
1 4
LOCATION of SITES for
SOUTHOLD WETLANDS PERMIT
15
ON-SITE DISPOSAL & GRADING PLAN
<Sheet 1 of 2)
Rev. 07/29/86
Rev. 07/29/86
Rev. 07/29/86
Rev. 07/29/86
OS/29/86
II
Rev. 07/29/86
Rev. 07/29/86
Rev. 07129/86
Rev. 07/29/86
DR/WING LIST - BREWER GREENPORT - 08/28/86
SHEET NO. T I HE DATE
16 AREA NAVIGATION MAP Rev. OS/29/86
17 RECONFIGURATION of DOCKS
& MOORINGS
Proposed vs. Existing Conditions Rev. 07/29/86
18 AREA UNDERWATER LAND GRANT MAP Rev. OS/29/86
19 SECTION A & SECTION B
, Proposed Grading Profiles
St. Agnes Site . North of
Manhanset Avenue Rev. OS/29/86
20 SECTION D-D
Proposed Typical Section
East of Boat Basin Rev. OS/29/86
21 SECTION E-E
Proposed Typical Sect ion
Adjacent to Manhanset Avenue Rev. 05/19/84
22 SECTION F
Typical Maintenance-Dredging Rev. OS/29/86
23 SECTION G
Typical Subterranean Bulkhead Rev. 07/29/86 II
24 SECTION H
Proposed Typical Section
West of Boat Basin Rev. 07/29/86
25 APPROXIMATE LOCATION
of TEST BORINGS Rev. OS/29/86
<Sheet 2 of 2>
I SHEET NO.
1 - GENERAL VICINITY MAP
I)
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VICINITY
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2500' 5000'
I, "
IQood
I
urwu 'fA!:'" un u t'n"~l)n. lilt.
nULlNC IUIN
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LOCAL VICINITY MAP
10
24
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10
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13
13
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I
BREWER YACHT YARD AT uREtHrOIT. INC.
STIRLlfo:C BASIN
GREENPORt HARBOR
WANHANSET AVENUE
VILLAGE OF GR[ENPORT
TOWN OF SOUTHOLD
COUNTY OF SUFFOLK
PRO'OSEO EXCAVATION. BULKHEA~ING
14A1HIt."AM..r.-III1t.Ut.>IH... AHU
Ifr....UNtll..UIIAIIUH Ur l"LOAIIHli
!'It-I< A)llHII:ILJ t'IIUILl..l!o
Dated:
05/19/84
DANIEL S. NATCHEZ AND ASSOCIATES. INC.
SSS AlPA ROAD
IoIAMARONECK. NEW YOIlK IOSl.J
11IlLIMlJl...q",h
ST AGNES CHURCH
CEMETERY
PROPOSE t>
DISPOSAL SITE
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-.-.........--
SITE PLAN MAP
SCALE
o 25' 50' 100'
~ 1
BIEVER YACHT YAID AT GREENPQRT. INC.
STlJlllkG ....SIN
GRUNPcRT !IARBOR
WANIIANstT AVENUE
V1LLAGE OF GRtEHPORT
TOWN Qf 5OUTlIOLD
COUHTY of surreLl
PROPOSED I1CAVATI~~~I~UlKIlEADING
--uxTRTrllXllC'r=trII C. AHU
fl"tmrnt'D'll"T"TDfl Ut t LUA II NG
raN A~llHUILT f'IlUIt.LilI
lAUD UPON SURVEY IT
'rOUNG . YOUNG
- H.Y.S. L!C[NU.Q UNlI SURVEYORS
SURVEY DATED JULY 26., 19113
J[vtSElI 5[1'1. I, 1913 and t1ECEWIU 21. 1!l1:t
DATUM, WEAN SEA LEVEL (NeVDI
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALDA lOAD ,
NAMAROIUCI, HEW YOIIC JOS.U
lIu1691_SUII
. Way It. 1914.
Revised:
07/29/86
\
-..-
\
SHEET NO.
EXISTING CONDITIONS
4
EXISTING
CONDITIONS
"
~
I'lj
-::~_ \,......._ '- ~A
--:-=: --"--...::-,. ..!~/.4NH.4NScT
. "'. . -'-'::r-,.... '. '" A"~._._
............. ..... -..- -- ~~~., ~
\1 ....) :: ......... .._.......-................~...~~.. .......... -.... _"
I (......-.... ........... . ~.
o . '. '... ~I ....
, ' ..... ......... .
, ", .................. ........... /'0 '
. ..... "',. '---. \
, ,.......... .. "'--9 \,
\ "...., ........ ......-.. -.... ~':"....
\ .." ........ 8 ....~
.. 1"" -.... ...---.... ~
\.\.. '\ '\ ~\
\ '" .. EXISllNG .. ;.
". -. CONTOURS \ :\.
"....... \ ..~\tn
, \ '..... \, \fT\
1\ \ ...... .~---..-7 .... '~~
.. .. , ----- "J:
I .. ......: ".4..:_
\ \, ........ \ ....... \
\, \, ...... .. , \
.. ..... .. \ 6 " II
........ ....-......... \.::- '). '.... \
......\ '6', -- It ; 1\--
.. .. \, ~
\ \ {l .I~.
\ \ ',- !. ~,~.-
S., /'- _"__ .-b
"'.. ~ ~ 0
',,\ \. \ \\
'\ '. \ '(
\ ...... ...
...... I \..
.." I ,\_..
\, 0.....".., ! \.
.. I ':.
\ ......... ! tx-":..~.
.. '\, .~.-.
"", /....-..\ \ : : :.i"'\\........\..
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-- \ .. I ~ 11/, \ "....
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,I " : :::,' ,
, \,. 1///1 ~
./ : / i//J'
;' :,. ;"'1
\ '....... '1'" ;:J:::
'.. , ',. r,.;;:
-- ,/::' N~ OF-
..-..--.- -' ,," """"
------- ..:y :"r SOUTH OLD
/?j ~h
\,,_/,;;;~:"'J~ ~f(
. . .(~::-::;<l i ---\..-...
1 .Y./J./,4 -tI1ltw
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CEMETERY
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1
DOCK
4
STIRLING
BASIN
F~L~
'I!wn TJ,CHT 'Ub n Clttll'DtT. Illl:.
'TIILIII'...."II
GIUIi'O'T 11I41101
"Allllo\lllSU A,rliU[
'flLUG[ orCln.POIT
TOW,. Of IOUTKo1LD
1:00011TTfJlfSVrrOLC
'.OI"05[D UUYATIOh. IULUUIIIII'
....I"I&..A..~&_II..II~I..~. ......
.&..O"II..UUII~' ~. ..0..11....
I"IH A)HIo:II~T ~.~lh.l~
IAUlIUPDllSUnnn
TOWI..aTOU_C
'.T.'. LIC[IIUD ""liD sunlTo.,
SCALE
o 25'50'
~
100'
.
ElANfIEl.. S. NATCHEZ AND ASSOCIATES, INC.
SSS AUlA lOAD
....MAIOIllc=l. ""l> Ton 10:.0
I~~~I .~::t.',.
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~~~'"
m~zi
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P~os'i?b CEI.IET'ECH
DISPOSA RL Y
I SIT<
--- -':;..:":.~... ............... \ AI.
.:..... .......... ~..::.,...::--.:4NH.4NSF<
.. ....... L;;",
.. .. .... ..... A
\ j 1 ", -::::--~,~ Vc --.
,( -........ .......... ................. ....---..:.....~:../I.....
, ( -- -', "-, ---':'-\,
\ '. ............ ........ ....... ~(.. -...
, ....... ................... "0 .
, \ ............ ...., ....... ...... \
, ...... ...... n -.....--.. \
, \ -, ..... ..-.,.....--...... \,...
\ \ ,,'. ........ ........ ~ .....
" .." ............8 ..---.. .... ~.
.. " \ EXISTING -- ", ~
\ ........... \, CONTctJRS '\ ~\.
\ ......! \ \ ;,....
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\ \['RE VlbtJ,~L Y ... "W-
I 'APPROVE-a ..~'-'---7__ ", ' 'l>
I EXCAVATION",: -------.., - ~.~
" "\ '. \ ......... \ ..
'.... ..... '\ , .. \
....'II ..... '\ I ...... .~\
.. - ... ~
, -. 'K--
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; \.
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, ,-'"' ;
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,-' \ \
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1 :: ,'..;:.. ~~..
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r 111./
PRCPOSEO. !i.~ ,t, , '\\
WOC/J I II,' "1.
BJ KHEAD'."',"
A UNO"..1 4'
SPA BASiN": ,
;JI," r.u
":'1 :J( ~I C
..;,r; ~ 4'4/ od
/.;J &' //fi ~ J:
/:.::: ~ hJf~;'::
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L-- I,; r,....). Q. Clf
. .'
. .,,-
. _ ." . l '
- . _ ....:J. I ......,
12l' .. '-~j;i~4'9f"'~Y
EXISTING DOCK 12'1 GiietGt '&:Q......
AND RlL6&~[DREMDVED j PR~~~SED 1VA:iiT
ST,DROCi( 4 EXCAVATION'
~O LING BASOWCK, :2:::::E:'"~:'::~
~~
"-
~
"i
SHEET NO. 5 -
PROPOSEO EXCAVATION & OOCK REMOVAL
Comparison of Previously
Approved Plan & Current Propolal
.
PRCPOSED
9JW~~AD
A UNO
BOA BAS IN
,\
- ,
Z "
rn "'''..
,
\
.
\
\
PROPOSED
NEW
EXCAVATION
........
-.
-...--
j~j:;:::---
W" w
l1l!vn YACHT YARD AT (iRttNPORT. IlIC.
SCALE
o 25' 50' 100'
".... .
COMPARISON OF PREVIOUSLY
APPROVED PLAN a
CURRENT PROPOSAL
EXCAVATION
REMOVAL
PROPOSED
AND DOCK
STlRLING IASIN
GREINPORT KARBOI
lJAHIIAN5tT AVENUE
VILLAGE or GR[[HPOIT
TO\lII or SOUTIlOLD
COUNTY OF surFOLI
.....SED UPON suntl BY
YOUIIC 1 YOUHCi
)I.Y.5. LICY.115tD lAND SURVEYORS
s.ullvn DATED lulY 26. 19'3
REVISED SEPT. I, 1983 and OECEIoIBEI 21. 19113
DAtUM I WEAN SEA LlVtL IIIGYO)
PROPOSED EXCAVATION, IULXHEAD1HG
~XlRTlNAN~~-~~~Uvl"u. AHU
n~IlAlIUH Ur ;LUAllHu
"It" A~)t~lllL.l I'MUIt.L.lt.
DANIEL S. NA.TCHEZ AND ASSOCIATES. INC.
55!! AlDA lOAD I
WAMARON.ECI. MEV YOIII 10s:.3
r'll" 6gp.-5678
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to O/SPOSERY
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..,. REMOVED To BE
~
CJ
CJ
r
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:IJ
SHEET NO. 6 -
PROPOSED EXCAVATION & DOCK REMOVAL
"
.
,..,
~
"l
--
"
PRCPOSED
E1JW~~""D
.... UNO
BOA BAS IN
'.
SCALE
o 25' 50' 100'
,...... .
~..oc
fa
<'~
SA DoCK ~
'1SIN
----..
'j~:/r.:.;--
=:::':;'~:.:;'~:l~
PROPOSED EXCAVATION
AND DOCK REMOVAL
JREVER YACHT YARD AT GREEHPORT. INC.
STIRLING IASIN
GREEHrORT HARBOI
UAHIlAIISET AVEIlUE
VILLACE or GREEHPORT
TOVII OF SOUTllOLD
COUlltY OF SUFFOLI
PROPOSED EXCAVATION. IULKHEADTHG
---g"X1AmAII...t._PIlt.Ul.oIH... AHU
lfi."'l:lm'nt;UIi.AIIUH UI" ~L't!ATT'Ilt
-vn:1I A:.:.t~lllLT t'IIUlt....I!I
JASED UPON SUIVEY BY
TOUI'G . YOUNG
R.Y.S. \.lCEU!.ED LAND SURVEYORS
SURVEY DATtD JULY 20, 19d3
lEVtStD SEt'T. 1. I!iBJ and D[CE~B[R 27,
DA1U141 WEAN StA u;.Vtl IIICiVDI
196]
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALDA lOAD
WAllARONECIt. NEV YDIlI IOSl.3
".lI 698.5678
May.1'. 198'
Revl..d: 07/29/88
.............,
~\
\-
'"
:0
iC
SHEET NO.1 -
Comparison of
Appro\/ed Plen
Proposal
SITE PLAN MAP
Prevloualy
& Current
~
-\
I
\
lm!lIl
c=:::J I'JlE:VIClm.% IoPPPCMD !UlUS
_ C1IRRDn' PJaIaiE%llUWl'S
ST AGNfS CHURCH
CEMETERY
P1=KlPosEb
DISPOSAL SITE
.mb-d../
-mLW'
'Qh)';;~
lle .
",'-
-~
""
~q
,00
I"~
PROPOsED RECONFIGURATlON OF
flW.TING PIER ASSEMBLIES
COMPARISON OF PREVIOUSLY
APPROVED PLAN a
CURRENT PROPOSAL
lun urOIl SlIntT IT
10111110 1 'OIlIlG
k.'I'.S. Lltlll~tD LAlit! SUlVnall
IUlyn D4J[f1IULT U, I9U
IIYISID $1'1. I, ItU 'I\~ DtCtUIU n, un
Il4TUWlllEAIlU4LlVtLINGYDI
,sITE PLAN MAP
SCALE
o 25' 50' 100"
r-- ,
JUIiU YACHT TAlD AT GlrtHPOIT. INI:.
nUlING USIH
GUlIIrOH IIAlIOI
kAUllAlISU AnNUl
Y1LUGI 01 COIHHPOIT
TOIIII Of SoOUTUOlD
eel/lifT or ,urFDLl
,.orOln ucnUIOIl, IULrHUIUNC
-vtTIITTllIIICr:tr1n:t:T1llo. A"U
fl'tollrn:;ll'1lno\j 01 HV41lHIi
PIt' AHI"HI r~urrt'Tr-
--"'--
:i::;j.~;--
~:~;:~:~:.::z-
DANIEL a. NATCHEZ AND ASSOCIATES.INC,
ns ALaA lOAD ,
""lU.lQlllcr. N(V TOU: JOs.u
I1UI ",.~u.
. 110)' Ii. Jill
Revised:
07/29/86
tAUDlI'DNS\/lUTtT
1DIIIlC;' 1DIIIlC;
I.T.S. L1CIIlJtD l..nOIVUUDIS
. SlItrU D...ttD IULt n. ""
ItYUUl u.n. I. In, ..." DtCl".U n. IJQ
Il.\TIIJ4I NUll UJ. LlYlL IJlCUI
\
-",-
\
NES C\\U\lCll
51 C~EGME1ER~
""",,'EO _
P-OS:).\. Sll~
OISP
(@)~:;:'~
l.l.l" .
",'-
-=
----
j.::i~.!_J
. .
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_n_ ....__w__
-.--....--
- on.f_G';-CH~" ~:i'i-~,jI
~-D1S~Y
--. - _. M4Ai
-. '. ::-:ANScr
.""--.. '-
."
'0
<::l
r
,.,
'"
"
~
SHEET NO.8 - SITE PLAN MAP
Comparison of Exletlng Condi-
tione. Prevloualy Approved
Plan & Current Propoesl
BREWER YACHT YARD
AT GREENPOR,T, INC.
PREVIOUSLY
o APPROVED
CONFIGURATION
~-~-~ EXISTING
....___J FLOATS
· ~Wk~SERND
...............
""
mLW
'"
,-~-
s<i'"oV
'''oc;.
~
.~:."
.~
1:"-__,
'=
b :.
III
if
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Cl
SCALE
o 25' 50' 100'
~ ,
Cl
tf
o
Cl
111.11/[1 TACKT TUIl ATGIUN'DU. IIIC.
ITIUIIlG ....UN
CO.UNrDIl IIAUDR
,....IlIlAIlIU o\YIIIIIE
YILL...llIarGIlIIl'Dll
TDWIl Dr SCI11TlID~D
COVIlU or IVrlDU,
~~?~~~~~:~;~~~~
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PH ,U.I U I _1.11"
S'/f''?l.l/YG
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"0,,
~
BA.SIN
DAHIEl. I. HATCHEZ. AND ASSOCIATES.INt
SS54LD410AI
MAMA&DHtCl. IItw tOil IDSoQ
"Ill '''.n".
".,.".1I1l
Revised:
07/29/86
\~\
i"
'"
'"
SHEET NO. 9 -
RECONFIGURATION of DOCKS
Comparison of Exl.tlng COR-
di t lona & Current Proposal
--.
"-.
~- ~~R~egt~\~~H
~J)15~Y
M4~H4NS'T
....--..
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'''SED UPON 5UI'IU 11
TOUNG , YOUNG
N.T.S. LlCtJlstD LAND su"vnORS
SUlIVET gAYCl JULY 26. 1,83
InlSED SEPT. I. 1.13 ....d D[Ct...IU 27. 1'83
>>ATUNI NEA., SEA Llyn INGYDI
,...
~
"i
__ 4VF
-"'---
=--~.
BREWER YACHT YARD
AI GREENPOR,TI INC.
EXISTING
FLOATS
· ~Wk~SERND
-----
L..___J
.,..:::,
.',.
.J.
S~tv
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~
~. ......
~., .
':. .
~.....
co
.lc:
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SCALE
o 25'50' 100'
~ .
o
if
o
o
..EVER YACHT JAID AT Gr[[NPOIT. INC.
STilLING ....SIM
GRUNrOn KAUOI
N"NKANSET AVENUE
VILLAGE or GuurOlT
Towll OF SOUTHOLD
CDU"" Dr surreLl:
'"O'05I:D nCAYATIDII. IUUMEADING
""IN! t.HIlHl..&-I.lUUvIHv. "HU
&&l..UNtl'-UII"IIUIi Ut .L.UII11Hw
'1&11 A~~UI.L.1 rNUIL...u
SJ'RL'tvG
';~..oc
XO
~
BA.S,tv
DANIEL S. NATCHEZ AND ASSOCIATES. IHe
555 ALOA lOAD
MA""IQHl\CI. nv TOIIC 1050
1911.1 69'-56,.
"_,. 19. 19"
,
326124.9411
24$Z709.<l7E.
tAr. 41.06'~2.<f2fO$" ..
LONG. 72" 21' 2$.8 9990
SHEET NO. 10
RECONFIGURATION PERIMETER
~
~
-100I_
\
ST AGNES CHURCH
CEMETERY
PROFoSEO
DISPOSAL SITE
RECONFIGURATION
PE RIMETE R
E'ZZa
32&367. g. N.
Z'f$ZT66.<f:J E.
LAT: 4'.06'.)..11113."
LONtI.72.2'"2$.09646'"
.............
"
J26DCt 58 N.
Z45.JZ97.IUC.
~T 4'.0,.':1I.6lJ6/6"
LONG. 'Z" 2,"8.2406J"
/0'
~q
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(<'~
19'
--y,j)>
325919.26N. )
~~.2OZig~.~.29"60.
LONG. 72 21'19.LII05"
aREWEI YACHT YAID AT GRttUPOtT, !MC.
STIlliNG IAS!N
GIUN'ORT IIARBOI
UAHlIANSET AVENUE
VILLAGE or GREE)lPORT
TO....N Dr SOUTIIOLD
COUNn OF SUFfOLl
'IOPOSEO [ICAVAT1~~LI~ULrH[ADING
----vATRTTRXR'cr:m '" AHU
n-Cmrnt1J1l7Tll,j Ut t lU,I, II HI;;
flt.1< UH'llllT I'ROrn:rr--
-=-:._-
j~j:C;--
:i~~:~~::ll~
IA5[0 UPON SURVEY IT
YOUNG . YOUNG
R.T.S. t.1C1NUD LAHti SURVEYORS
SV'VEl DATED lULY 2f., 19dJ
'tVlUtI un. I, l!a3 lnd DECUIBER 27. 1913
D4TUW, UEAH SEA LEVEL INGVDI
SCALE
o 25'50' 100'
1-0':"'" 1
DAlIlEl S. NATCHEZ AND ASSOCIATES, 11IC
555 ALDA lOAD ,
NAIotUDHECI, )fEV YDIII JDSt)
19ltI6!6.5,n
. loll)' III. I'll.
Revised: 07/29/86
.5r.AgNES
---ER!;d?-,"Y..RE c,FHuRcIj
. ~.J)1S r R'r
""
co
co
r
tT\
";l:)
SHEET NO.1' _
MAINTENANCE-DREDGING MAP
Proposed Dock Confl~uratJon
---.._ ~J
-., "of41V?
-. '-. .' t'4IVS[T
----..
------
E
"
#
"i
~tES ClIURCt!
51'. cE\.IEiEffi'
~~\iE. .
tl\S...~~
E
~ ;i~~c,
SQUNDINGS ARE IN
Fc:ET AND TENTHS
DA1UM:MEAN SEA
LEVEL
\
\
D
slvo.vly
)"">'ol:lo-
~
SCALE
o 25'50' 100'
,...._ I
PROPOSED
600'
DoOk
----
j::;j.r::--
::-: . ~'":.:~===-
CONF=/GUDA
'Vir/ON
STIRLING BASIN
A _ .....EBB
FLOOD - '7
P.o~osrD EXCAVATION, lULXM[ADIMG
~.IHiLHA~~~.~k~~.~~. .~u
......u...I..OIIo.."...:. ." ,LioIoloIU...
ru._ Al>:,U".Ll rli...I....l:l
a"UD U"QJI SUlytT "
'aUNG a YOUNC
iii. T .5. tlc:n/sto L.Ull~ SUntTou
UVIS sUlvn OATED JULY %6. "1:1
CD SEPT. I. 19" and Dtctlolatl 71. 1981
DANre. S. NA. TCHEZ AND A.SSOCI... TES. INC.
:SS5 ALPA lOAt' :
......U.O...lCI.. IIlll TOU JCSO
191,U .,1l.S6n
".7 I'. 19&"
"';::--~ u.......,.., "n.,1::
SHEET NO. 12 - PROPOSED EXCAVATION & OFF-SITE
DISPOSAL AREAS
Existing Topography
~~ ~ ~ ~ "
:o"\..../" -~ ....,-
.Jl,. 1.It. '
-t:t "''', .>L~'&/ .'
os.. ~\Q..\~~----
"9' _--~~~ ..
.
\ '.0
p
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5J r~/5.oOso1C.
12
.~ 9.0
A crq1'kACIrr
Pdqr rAqo
.JJ.ic.
Ul
".
Z
o
-<
OJ
L .
STIRLING
BASIN
~
\~
~'-
SCA.LE
o so' od
==
PROPOSED
OFF -SITE DISPOSAL
EXISTING
EXCAVATION AND
AREAS
TOPOGRAPHY
IUWU lACHT 'Uti AT "WUII'O.T. IIIC.
STULlIIC US I..
caulI'on IIUloa
W...III'AII5n",V[IIUt
VILUC[ or CU[II,on
TO'o'II or SQUTltOLD
tOUNfT or SVrfOU
'IO'OUD UCAVATIOtl. aUUNUDllIC
......NII.N...N...I._Ll~I.Ll..I~... "'101,
l\.-::ollll....UUIIUN U' .~U4IIN..
rllll ..UUlnl r~u~
....UD U'ON
TO'Cl(;UPI/lC JlA,
F1V[ hnn.. TOil""
"urrcu. coufln. fl. Y.
511[[1 N:). ""_lO
Tiurrou COUIIU
IltrU'l'llll:1 01 'l,IIoLlC OIown
IlA1UM, Iotl"'. UA t.LvtL
DANIEL S. NATCHEZ AND AS'SOCIATES. INC.
!l!l~ ALIIA lOAD
...........00111:1. ilL" fOll& 10:.:3
.,UI "6_~1"
. ...., It. I'U
Revl..dl 07/29/BI
SHEET NO. 13 - PROPOSED TOPOGRAPHY of RELOCATION SITES
.Jt -
~ \'rtu ~ ""t. /~"
~ ~"t,R\..E.R'( ~ ~t.O", "
"So CE~~' ____-...
1': ...---- ---
lJ' _
iJ'".A~5 ~"
STIRLING
BASIN
'"
<0
\'6
~\.
IUtl urOlt
TorOO....r111C lolA'
P1vt USTUN rOWNI
IU"OU: COIolNTf. N. ,.
IlInT NO. nil."
IUrrOLl\COuNry
DtPUT>>l:NT 0' 'UIILlC "'OIKI
DATU"lIl1U,N IU U:V!'L
lIl"OLI~,......,.....UIo
...n...... aoNCII ,C...nu" _ _... _ "'__' _. _ Q..,.'.
- _,.. - "'__' 1_. . n..'....
.n...'_'......CI....POlI....._lJ._,.I.
<.0
9.0
~qewt. "'0
~op01E"J''''cJtr
CONr~
00..
'I',I:'IGU,
'?4l'IQ
'"
160'
u;~~~
~
"
PROPOSED TOPOGRAPHY
OF RELOCATION SITES
_n_'" ..,ac.._ "~IO. _"i
" :'::~..a.~~":1M:" '":::.. -:,u _':..~.:;"...':.~:~
:=..:'~::. :::=. .:=~";..:...c...~..:. ,~=::",....:::,,::
:~.!~.~ .:"':'...= ..-':::: :-...':"..~:'~:.::.-:..::,':'"~
'_n, ...11 .. ,...._.. _ _ orn r~...
II :~_':'..:' :.....:~.=~;' ~ -:,n::,.:'~'. "::..-:" =
........,_. _ ,_ .. _.._, .111 ... 'I.... J$......
----...----.
II _... __.10 .111 _ _ _...- ....._... __10.
II ....... ,.............. __ _...u _ ,._.... _. _......
II ::.:.:.:.:..... ........ -.. _ ......... -.... .....-
".!:::!::' ..._.. _... _...._... _...004.
VI
".
Z
~
E5
( )
SCALE
O~o'
..rvEI YAellT UIII AT ItlttUrOIT. 1111:.
UIILlNGIAlI"
GUlIIrOll'llAUOI
MAllliAHSn ,'(HUE:
VlLLACE: or 01[("'011
tDWII DF SOUTlIOLD
COUll(\' Dr su.-roLIC
,10.OStD ueAv~TIDIIl...IUUllr1DIIIG
--UI1RI'TAn:cr:n[IIIOIRt:~
~~~~frrn-
DAIII!L B.IIATCIlEZ AND A8S0CIATEB.IIIO.
555 ALD' lOAD
IIANUOU[CI. NtV YO,,: IGSU
nlu "'-5~1I
w., IS. It""
_(YISIEO 1O-....4.1l."..fD IIIIU,.
R.vl ..d I
07129/86
SHEET NO. 14
LOCATION of SITES for
SOUTHOLD TOWN WETLANDS PERMIT
..,............. -" .lI<. ,-'
~'-"" --;, .It. '
. .II<. 1.It. "
vl_ ~ ,,,-u,\ .1l.~I..g" ~~
1- ~~~l\l---
r(l---~\I ..
.
..0
12
U>
".
Z
o
-<
STIRLING
PROPOSED AREA
TO BE DREDGED
BASIN
~
>{o
\'1,
~\..
--~-...........
LiPLAtlD ""--.
SCALE
o so' od
=
LOCATION OF SITES
FOR WETLANDS PERMIT
!UVEJ "'CIIT TAUI AT CHura.,.. INt.
"ULlNG UUM
GIUllrdll HUla'
N~MII"'IIUT UIIlU[
W1LUGl Dr CUhrrOIT
TOil.. 01 SCUll,OLD
caUMn or 5UHQU
..orouo Ur:U...UOIl, .UUNlADING
--VnIlTTIJIIlCr:Dlt1M1:t7"'"RIi-
ll'::i1lll1"t:Un,,;:nrur-ntitTllr..
--nrrmt\m.l'P'mlrrrr-
DANIEL S. HATCHEZ AND ",S'SOCIATES, INC.
~~!1 "LIl" IDAD
NIlW"IONIU. Ill" IOU ID~)
"III "'-\0101.
. Mlr n. IlIl
Revised: 07/29/86
IUlD urol
Toru;urlllC NAP
rut ["UUII to\l'"
'UHell cou..n. II. r.
'IIHI 110. ""_10
'urrDL~ COUrtlY
DltloUIllUI ell "Ulo\.le "':)I,U,
11,,11,111; NloolI 'LA LLYIL
EDGE OF
MARSH
(APPROX.)
SHEET NO.
15 - ON-SITE DISPOSAL & GRADING PLAN
ON-SITE DISPOSAL
AND GRADING PLAN
\
-><-
\
__ Fi':\.a~~fs C~ SECT.
~:;$ilTI!~ 7
~l
--.....L M4M "r-
-" - '_. _. ~4NScr
... I
--_~.. ~Vc.
-----:::w,
..'10...... '.
AREA TO
BE FILLED
"
~
"i
NATURAL
SCREENING
.~~ C\lURCII
~1 N3~- ERi
(;~~O
.......,.~.l.- ~\1f.
O\~pOS~ .
D___
.so
s~~....
r"oQ<,
1.a
SCALE
o ~5'50' 100'
,.... .
-...-...-...
urw(J "CM' TUO AT G.(tIl'OI1, lllC.
ITlILU'G ,UUI
cUUI,on MU.OI
"~"""lInT "(IlUI
'I'LLIl"( or GutM'On
lDVM 01 lOultlOL1I
COUNTY or "",OU
F(C
~O
~~
---..
~~tJ.~
'forMe" tIC"WAttON. IUlIM'AI'IIlG
""'~II"""\.I."U""'''~
~_"'IU"""u,,"""Y
--"11.. A~~LI'''l' '.,'Il> ,)
lI""t"U'(\Ii WI"J1' n
TOI.......t,M.II&;
1I",'.L1ttIOU"l"'I''''_'I'~
,,,UIl D"lll'JUU:h-, ...):
II'IUI' llrl. I. ,,~) ...11 I'HIIl'II' n, 19JJ
OIlUII, MU.. UA Lint .....,..,
STIRLING BASIN
DANIEL S. HATCHCl, AND ASSOCIATES, INI
!O'.l!./OU..ltu.l'
"""'".OIIltl, MIll' lI"" Ir'.ol'
1\1'111 "",""~1"
Alar"."".
Revised: 07/29/86
I SHEET NO. 16 - AREA NAVIGATION MAP
.....,
10""1
0250' 500'
I
7000'
~
~~Q;-
F.!
~
AREA NAVIGATION MAP
BREWER YACHT YARD AT GREENPORT. INC.
STl RLING BASIN
GREENPORT HARBOR
MANHANSET AVENUE
VILLAGE OF GREENPORT
TOWN OF SOUTHOLD
COUNTY OF SUFFOLK
PROPOSED EXCAVATION. BULKHEADING
MAIN1ENANCt-DRtDGING. AND
RlCONF1GURAIION OF FLOA11NG
PltR ASSEMBLY PROJECIS
BASED UPON
DEVELOPMENT PLAN
VILLAGE OF GREENPORT
TOWN OF SOUTHOLD, N. Y.
JUNE, 1967
DANIEL S. NATCHEZ AND ASSOCIATES. INC.
555 ALDA ROAD
MAMARONECK, NEW YORK ID543
(914) 698-5678
May 19. 1984
REVISED MAY 29, 1986
lASED urOll SUIVEr If
YOUNG a TOUNG
N.T.S. LlCtN5tD LAND sun[TOllli
su~yn DAttD JUU l6. '983
IEVIStD sr.n. I. 1'13 ...d DtC.tMJU 27. 1913
DATUM I MEAN StA Llyn INGVDI
~~~~~
'""-... -. . M4:1'H4NScr
...."'--.. "-
,
-"'-
\
S CIIURCII
5i ~~~iERi
C""""SE 0 E
p.....,.-S.&.'"\.. sli
O\Spo
...............~
I I 'I
mh~ /,',
JS. , II
~ -,"
ml.Vi
~~.
~
-~
--
----
'j:::;jr:.;--
=E.'~--,:~::==-
SHEET NO. 17 -
.,.,
<:,
o
r
fT\
'"
....
~
"i
RECONFIGURATION 01 DOCKS
& MOORINGS
Proposed VS. Existing
Conditions
r--l ~~WTION/1l
L__J j~JOR
8 ~~O~~~1;o
~---- EXISTING
....___J FLOATS
BREWER YACHT YARD
AT GREENPOR,TI INC.
· EWk~SERND
...
~
CJ
o
Q
-
--.
s~o.v",
iltOQ<,
~
T--
--
-.
0""
~
CJ
o
Q
o
. <!.<!
Cl:I ~C"lEs
o
a
o
Q
o
o
SCALE
o 25' 50' 100'
~ .
o
BA.S/N
IIlEVEI neWT fAltO AT CI[[NrORT. IIIC.
STIIlLIIIC 11,5111
GJlUWrDIT IIAUDI
NAHKANSET AV[HUE
VILLACE OF CIUNrelf
TOWN OT SDUTKeLD
COUNTY Dr surrell
PROr05tO EXCAVATlOH. IULltKI!:ADINC
-,;r.ntlla.NAIII..a._UNa.U\oIN{". ANIl
1a.l..U/'HIIoUilAIIUN U) .LUAIIN!;;
rlt;il A:!I:!Ia.U.LI rUIIL..I:!I
SilRl..lNG
~o(
~o
~
DANIel S. NATCHEZ AND ASSOCIATES, INC
555 ALOA 1040
"'AMuOHrtl, Ntll TOil 105-1.3
19'" "1-56"
".yl,.""
"_ __ I _ _ -l _ _ n1,... ^.IJ:lI e:
SHEET NO. 18 - AREA UNDERWATER LAND GRANT MAP
RoSEl1r H. -.
,,' 'rr'ESnw
I.UGIlAIt/t)
"'" 11. C/{APAl.4N
.'." 4.P-':~.,..
~/
AREA UNDERWATER
GRANT MAP
LAND
..
.... "oJ.' t:/' ...
--": J'6' ~q.... \~
"~~~..., I'..
~ -;- 'I::.
,-
It.. ..
f\'" ~
~I ..~.
.~ i
t .h....
~ I.
tll ':p
8.c-9'.!1ER7
t-!r/~/9U ./J'.R.o"//I/I~
I....P~'C~_~) 4..,. *'.J".f,
41:",> ~ . "'fJ
--'?J.
~
'-''''''1,/,11'''' . ",rfl..rs.o-
DC tATtON
cll ASS
SAND'/' IJE~pOl'T N{JV;"n 1'30$
Of G7"~3J 19J76/J.?/.
,4''9' tJ~""
o
125' 250'
500'
I
BASED ON A COPY OF VATER GRANT
INDEX NAP /19 OF
SUfFOLK COUNTY
BREWER YACIIY YAIID AT GREt"POIl'T. tNC.
. STIRLING BASIN
GREEHrORT HARBOR
"'''NIlAN5ET AVENUE
VILLAGE or GIEINPORT
TO...." Of 5OUTII01.D
COUNTY or surreLl
PROPOSED EXCAVATION, lULKHEA01NG
~>>I~H^N~~_UN~U~IH~. AHU
fiCON! I..UHATlOtj ut tLUA1IH(;
t'IU A~!l~~ltlL' 1'1l.UII:.l..11l
DANIEL S. NATCHEZ AND ASSOCIATES. INC.
555 "LDA lOAD
a.l"NAIlONECIt, N[W YONl 105-'3
ISlW698-SG711
W&)' 19. 198'
REVISED MAY 29. 1986
PREVIOUS
~ S~~~1f
EXISTING
BEllM
PREVIOUS SPOILS
___ AflEA
..
EXISTING
BERM
P~POSED
G OUND
Pfl FILE
SCALE
o 25' 50'
I . ,
SHEET r'J, 19 - SECTION A & SECTION B
Proposed Grading Profl los -
SI. Agnes Slle Norlh of Manhansot Avo,
SECTION A
PROPOSED
FILL
EXISTING GflOUND
PIlOFILE
~. " .......
SECTION B
FIlESN WATEfl
MANHANSET
AVENUE
tlO'
5'
o
POND
N.~ '.
MANHANSET ~ IS'
AVENUE 10'
5'
o
BREWER YACHT YARD AT GREEHPORT. INC.
STI KLING BASIN
CREENPORt HARBOR
~AIIH^HSET AVENUE
VILLAGE or CREENPOlr
taWII OF SOUTHOLD
COUNTY or SUFfOLK
PROPOSED [XCAV^TIOH~ BULKHEADIHG
-mllTtRARti:nIt.1J IH~. AHI}
II'tCUllFHiURAllUH 0,. HOAIIIIG
Plt.re ASlldlbLr I'IOlh.15
DANIEL S. NATCHEZ AND ASSOCIATES, INC,
555 ALOA lOAD
WAMAROHECX, HE'll YORK J05l.J
(91U 698-5618
Revised:
OS/29/86
ST. AGNES
CEMETERY
..
s~l~Jl~~
ACCESS
DRIVE
SECTION
SHEET NO. 20 - SECTION 0-0
Proposed Typical Section
East of Boat Basin
D-D
PLANTERS
(CURB STOPS)
PARKING
" WALK
SCALE
o 5' 10'
o
o
20'
,
PILE
FLOAT
BULKHEAD
BOTTOM
BREWER YACHT YARD AT GREENPORT, INC.
STIRLING BASIN
GREEHPORT HARBOR
MANKANSET AVENUE
YILLAGE OF GREEHPORT
TOWN OF SOUTHOLD
COUNTY OF SUFFOLK
PROPOSED EXCAVATION. BULKHEADING
M^INr~HANCc-DR[D~IHG, ANU
IlCONFIGURAllUN Ot tLUAllNG
t'1t:1l AS:lt.MIILY t'KOIt:CI5
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALOA lOAD
MAMAlOHECK. NEW YORK 10543
(9UI 698-5678
Revised.
OS/29/86
MANHANSET AVENUE
SHEET NO. 21 - SECTION E-E
Proposed Typical Section
Adjacent to Manhanset Ave.
SECTION
E-E
NATURAL
SCREENING
TRAVELlFT
FENCE
BOAT
STORAGE
BOAT
STORAGE
SCALE
o 5' 10' 20'
. .
BREWER YACHT YARD AT GREEHPORT. tHC.
STIRLING BASIN
GREEHPORT HARSOR
~AHHANSET AVENUE
VILLAGE OF GREEHPORT
TOWN Or SOUlHatD
COUNTY OF SUFFOLK
PROPOSED EXCAVATION, ButXHEADING
---.ruR1 t.HAHI..t.-l)Rt.DGltH.. ANcr-
ifl.7:OHl"RfuAAIION Ot nU"IIHC;
YIt.K ASSEMHLl rROIE~Ts
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALDA ROAD
MAMAROHECK, HEW YORK 105'3
191L' 698-5678
W"y 19. 19B'
SHEET NO. 22 - SECTION F
Typical Maintenance-Dredging
SECTION - F
TYPICAL
MAINTENANCE DREDGING
EXISTING
BULKHEAD
FLOATS 6 PILES
EXISTING BOTTOM
P OFILE
--- - -MHW + 1.2'
-----MlW-1.2'
PROPOSED
BOTTOM
PROFILE
-9.2'MSl
-41..
255'
~~ 25'
SCALE:
BREWER YACIIT YARD AT CUtHrall. INC.
STIRLING U51"
CR[[NrORT IIARBOI
UAI1IIAN5ET AVEnUE
VILLAGE or ClEEHrORT
TOWN or SOU1IIOLD
COU.HTY or surrOL..
PROPOSED EXCAVATION, BULlIIUDING
-"xmrrnxnCt=Illlrllmc;-;lmr-
finnlTTCURA. 11011 orrrnmllli
-PrrrKSU.IIILr faurEtlr-
DANIEL ~. NATCIlEZ AND ASSOCIATES, INC.
555 AlOA lOAD
NANARDNEel, NEW YDIlI 105043
(9UI698.S61fl
"'.Y 19. 19U
REVISED MAY 29, 1986
10~
VERITlCL: U 5
HORI ZONTAL
o 10 20
I SHELT
NO. 23 - SECTION G
Typical Subterranean Bulkhead
SECTION - G
TYPICAL
SUBTERRANEAN BULKHEAD
ANCHOR PILE
5'TOIO'C-C
'\
+2..0'
GUIDE PILES FOR FLOATS
EXISTING UPLAND PROFILE
_PROP~_S~D _F~/ _ _ _ _ _ _
f- :J-. - - - -MSL 0.0
- MHW + 1.2'
3" TO 4" THICK TIMBER
SHEETING
- --MLW - 1.2'
PROPOSED BOTTOM PROFILE - 9.2' MSL
EL. -11.5 MSL
,
o
5'
,
10'
BREWER YACHT YARD AT GREENPOIT. INC.
5TIIlL1NG lASIN
GREtNPORT HARBOR
J.4ANIIANSET AVENUE
VILLAGE OF CRE[NPORT
TOWN OF SQUTIIOLD
CDUIlTY or SUffOLK
PROPOSED EXCAVATtONC'BULKHEADING
~RTrHAHC~~UN~U lNG, AkU
fico"" IGURA liON Ut HOld IHti
rlt.1l ^~:.t.};IBL'f rRUIt.C):'
SCALE
.
DANIEL S. NATCHEZ AND ASSOCIATES. INC.
555 ALDA lOAD
MAMARONECK, HEW YONK IOSl.3
19UI 698-567&
U.Y 19. 198L
Revised:
01/29/86
,
,
SHEET NO. 24 - SECTION H
Proposed Typical Secllon
Wesl of Baal Basin
SECTION - H
100'
1 INT~R"O"
MARSH
~--MSL
0.0
PROPOSED BOTTOM
PROFilE
-9.2' MSL
100'
~ 35'
- MLW =LZ~
ENCE
l5'....J
FENCE
INTERTIDAL
MARSH
_ _ MHW +J.~:
TIE
PROPOSED POOL
25'
CONCRETE
PAD
9"-12" TIMBER
t-- SHEETING
___MSL 0.0
,
o
1
10' 20'
~ER YACHT YARD AT GREENPORT. INC.
STI RLING BASIN
GREENPORT IlARBOR
. ~ANIIANSET A VENUE
VILLAGE OF GREENPORT
TOWN OF SOUTIIOLD
COUNTY OF SUffOLK
PROPOSED EXCAVATION. -BULKHEADING
M~I~'<HANC<-DHlD&ING. Ak"
1!l~?_Nf I"UHA, JON Of ~ LOA, WG
rl~R ^~~e~I~Lt rRO'~CI~
~
o
~
SCALE,
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALDA ROA D
~AMARONECK. liE. TOUX 1054J-
19"1 698-56]&
May 19, 1984-
Revised: 07/29/86
.
'..... ~ ..
~
..
SHEET NO. 25
APPROXIMATE LOCATION of TEST BORINGS
ST AGNES
CEMETERY
.
-::- -=.:.,....:::::::.:~ \.~I.4I\I,'i.4NSFT
._~\~:. -.~) '.) "'::.~~._"-:::::~~:~~:.~._........
{(............. .... ..~.~ ......- -::...~
1 \ ......_~.. ..........._,.. ........'0 - ~~......
,.. "..- ...._.......~.... . I, ~
\ ... .......... ..... - --
\ ,......, ' -"-.9---..::- -- . ...
, \, \, \, ............... 8 .._."-~..~."""" \~...
\ \ \".. , ~\
\ \ ...... '\ .... -:0.
\ \ ...., .... .... \'"
\ ~ ' '. I-
I ' '.. .. ~ ~
\ \ ........ '.. ~ "I>
\ '\ .~"'~"'" '.'. '~ C"'\
\ .... 8-1 ....... ,\"J:
\'" ....+ '.:
...... ...... \_,
. ,
'\ ..
. .
. .
\ ,
, .
.. .
's \
. .
, \
"''''.. 6"
.
r-..
~
"i
+
APPROXIMATE
LOCATION OF
TEST BORINGS
nST BORIW'::~ COIo:L>U:T[a.. U:
SLACK( rUT II:.H...;., I';\:.
SUbSoliH"Cl s.:.IL~ A"'b
f"Ol'..-a..HIUI; LXfi.C'IIATI,),;S
1.1,,1[1- n..~l..A"l' 21, 110-:,:,
,
-"'-
\
MHW'.-
~"-/
. ,
F
,/ ~.~..
.It-.........-. ~.):>
\, ~<::l
"(
. \
" ,-...
/ (~~\
, ...........-....
! i :~!;'~\
! !.:,~f -Jljt, "\:\
} ", 7
I "1
~ I (I,. :}I
~ . ,1,
~/ ,.1"
,fv ::t:
/;W fp,;' TOWN OF
----- ::/ ",,<:// SOUTHOLD
/:'1 ~/i
,-' '",": (l
.- ~ .
"
:-'W ---~
-';' . ...1JL1..
I../NtGC
\
".
....,....
,
,
.
,
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,
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,
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.
,
,
,
,
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,
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.
.
..
.
,
". .
..-.-..
.
:
.
,
,'./'
,
,
.
.
'.
'.
-"--
-----
J;>
------.. .
8-4
-
............
".
'.
'.
-....---..
....-.......-.......,-
In.'h.VJ.J f- J:
1/ "
.l _
FLOOD
BASIN
~
EXISTING
DOCKS
STJ~LJNG
-..,..-.-- --......
=:.-=.::'.:~:;~:': :.:.-
SCALE
o 25'50'
-
loa
1
1""'0 ,,("liT "'11 AT crrl"'.Ji"T. Iwe,
STUll!>,; Idlll
CItL...,..~1 IIU":'-'
.."""uH' Avr"L'l
VIl..l..AGL or GUIII,.,.T
TOlil'DI ioOU'M.Jl..ll
Ctl\lllTT or ,"UHOU
PrD,O!ItI> nCAVATI()l,;. IULlHfAI'IIIG
.."'~ ,t...~.,.,....'......_. ....
.L......"..,...,I......, ...,...,....
,u. "h.l'1ol1 r~...I..Il>
",1[10 U,.... sunn IY
TDUliw'T~
aI.'.5. L1CIIIHI< L...1. ~untlo"
5uun IolllD JUt.' ~. 19'1
UVlnu UPI. I. IUl..t DI:Ulln n,
DAtUI<. loll",.. Sol" lIvn 11l.....lU
191)
DANIEL I. NATCHEZ ANO ASSOCIATES. tHe:.
~~ "1.U" .o.o.D
WAOVo'OIlI:', NU. ,.OllA I~
l'lll.'.....!l&).
...,.Ii.."-
~SED ~ 29, 1986
. .
COpy FOR YOUR
INFORMATION
Operations Division
Regulatory Branch
SUBJECT: Departlllent of the ArlI\)' Penn1t No. 13490-C
NOV 1 8 1986
Brewer Vacht Vard at Greenpo~, Inc.
Manhasset Avenue and Beach Road
Greenport. Hew York 11944
(516) 447-9594
Gentlemen :
In accordance with the provision of Section 10 of tile River _ Hal'tlor
Act of 1B99. Department of the A,.y permit nUllber 13490-8. ,""cll .uthoriZed '.
travel 11ft and pfer assublies and dredging ln Sterling Bu.., Shelter lill.
Sound at Manhasset Avenue and Beach Road. Greenport. Suff.,k Couat,. ... York
is hereby specfflcally IIOdffled to allow for the addltion of . second >travel
lfft. the reconflguratfon of the floating pler .sHllb1fes _excavat1on .....~
and the plac;8llent of an addit1on.' 45 IIDOrillg pfln with1. the authorized'... .
pertleter slte plan dated 29 July 1986. This _ndedpendt !d.n ,hive. __ .
exp1 ratlon date of June 30. 1992. The or1g1..., conditt..s .~to 'lIlltcbthe'.,
author1zed work was _de 1n Penn1t No. 13490 dated Februarl 14. 1.5...... . '. ......
the subsequent lIOclificat1on and cond1t1ons hsued on Septlliber 3. 1986 Shall!'
rema1n 1n effect. A copy of both of these authorizattoni as ..11 as the'
lIlOdif1ed penDU drawings are attached for )'Our conVIll'ence. .
It should be noted that any further request for .t,tcattOft .., be
reviewed as a new application and require add1tfonal JIlIb1fe nottce putil1eat'". ...
,.~ ~ >.'~ ::~~'~~b',-
The lIOcl1ficatfon of this permit does not obviate tlle'Med. for stl~ ~." . ....j:
10Clll authorization. " .;'0;'
. , "". . ;".' ;;:L. :,,-<-."_~ , _~',t_:,::'1::~
You IIlIY contact Mr. Steven R. Mars of lIlY regulatory. Branch staff at (~)..:;.,;;'c:0'i;j
264-3913. if )'Ou have further questions regarding this _tter.. . . :;"~:., .,~:'.~;'"',~"1li:
Sincerely. ::;~ : ," '?;:':/!.;it~';y~~
.("
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JREVn 'YACHT YUD AT GREEN'OIT, INC.
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YILLAGE or CORUNPOIl
iOVN or SOUTHOlD
COUNTY or surrOLl
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n...UNtU.UKAIIUtl Ut tLUAIINt.
rail ,.):!lUl.IlLT rIlUIt.l..llt
Dated:
05/19/84
_.
DANIEL S. NATCHEZ AND ASSOCIATES. INC.
55$ ALIlA lOAD
NAMARDHECK, HEW YOMI 1054)
I!ilU.I698-56711
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'ItVEt YACHT YAID AT al[[MPo.T, lNC.
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YOUNG . YOUMG
II.Y.I. Ucn!.tD t4N~ sunITo..
5unn DATED JULY 2., 1983
ltYlSEo SEPT. I, 1913 .Il. DECEMBER %7, 1'.3
DATU~h ).lUll SEA LUll IMGYP)
-,
DANIEL 8, NATCHEZ AND A88DCIATE8. INC.
555 AUA lOAD . ,
WAYAlDHECI, MEV YOII JOs,u
IflU 6ta.s6"
. MI' It, 1914
;;
Revised:
07/29/86
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NO. 4
EXISTING
CONDITIONS
Q
~
I SHEET
EXISTING
CONDITIONS
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SHEET NO. 5 -
PROPOSED EXCAVATION & DOCK REMOVAL
Comparison of Previously
Approved Plan & Current Propos.1
-
PROPOSED
NEW
EXCAVATION
PRCPOS ED
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In:vn 'ACHT 'AID AT ClttNPon. lNC.
iTlILlItC 'ASI.
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SHEET NO.6 -
PROPOSED EXCAVATION & DOCK REMOVAL
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STilLING USUI
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~ANIIA"SEt AVENUE
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SU"VEY DAUD JULT 10. 1981
ItVlstD UrT. 1. 1583 end DtCtw.eEt 27. 195:1
DATUUI WEAtI SEA u.:VEL tUGVDI
_.
DANIEL S. NATCHEZ AND ASSOCIATES. INC.
555 AlDA lOAD
~AUAIONECI. NEV TOIl I~
191'1 ~S67'
uly'19. I,ll.
.-..-.."-.-
---...-.-..
0,
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SHEET NO.1 - SITE PLAN MAP
Comparison of Prevloualr
Approved Plan & Current
Proposal
...) \
~ \
....H_.
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\
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ST AGNES CHURCH
CEI.IEm\r
PRoPosE
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PROPOSED RECOHFIGURATlOH OF
flW.TING PIER ASSEMBLIES
COMPARISON OF PREVIOUSLY
APPROVED PL A N a
CURRENT PROPOSA~
urvn ,.tart '.lID AT "suwpon. lilt.
ITUlING "'"11"
Ol1u,on 1141101
"AHIUIStT .tVU'UI
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SITE PLAN MAP
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,....- ,
DAMn .. NATCHEZ AHD AUOCIATE., rHC,
SSS ALII.t 1041 ,
N"""UOIltCC. Iltv TOil IOSU
111(1 ""5'"
. 14., II. I'"
Revised:
07/29/86
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SHEET NO. S - SITE PLAN MAP
Comparllon of Existing Condi-
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PREVIOUSLY
o APPROVED
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~---~ EXISTING
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DANIEL I. NATCHEZ "'"' AISQCIATES.INC
SUAL04IOAI
IlAMUGlIICl. It.. nUl IOSQ
UI" ""un
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Revised:
07/29/86
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SHEET NO. 9 -
AECONFIGUAATION 01 OOCKS
Camparllan of Exlltlng Con-
dition. & Current PropoI.1
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TaWil or IOVTIIOI.I
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DANIEL S. NATCHEZ AND ASSOCIATES. INC
SSS ALDA lOA.
NAMA'OMiCI. .tw 1011 IOSQ
C,II.I"'-S6"
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--
Reviled.
07/29/86
~
~looI_
\
f',
J
EET NO. 10 -
RECONFIGURATION PERIMETER
f
RECONFIGURATION
PERIMETER
E'ZZLl
ST AGNES OHURCH
CEMETERY
PAOPOSEO
DISPOSAL SITE
316'"'''' N.
145In6.'" C.
LA' 4'.06"..."3.-
LON(;, 'Z.ZI'Z~.o.."..
.............
~Z6Q';1 S. It.
Z4SSZv"loJE.
LAr. "'.D..$I..../~
LONt:.TZ.Z/"..I40U.
$Z6',<4.1I4 N
Z4!SZ70~."7C. ..
LAT. .,.06',Z..1I0$ ..
LONS.7Z.Z'.ZS....,0
"
~q
,00
(<'~
If!
-_UtR
325919.26N. )
~~i'~.r;o.29LUl
LONG. n"2l'19.LllOS.
~t. YACHT YAID AT altlN'OI', lHt.
ITIILlMa JASIN
GltlHPDIT KAllal
MARUlNSET IVENUE
VILLAGE or GlftNPOIT
tDvM Dr SOUTIIDLD
couarn or SUf'fDLI
'Iorosto tIC1YATI~LI:ULrHtAD1HG
--vITA'Tt1Inrt;'JJ1 Ii. ANY
fl"tUfltIIlU.A11UH UP 'LUAIIHli
r1l1rUllLUILlr.u~
-
-...-.
j::;j~:--
-. .. .
:".,:,~E=:=-:.~..
-.-.........-
SOALE
o 25'50' 100'
f _ 1
OANIEL B. NATCHEZ AND ABlIlCIAtES, INC.
. 55S ALDA lOAD . ,
NAMAIONICI. II" YOlr ID\U
IUlD urQl SUlVEY I'
YOUWG II YOUNG
lI.l.s. LICtMnD UMII SUIVEYOIS
JUlIn :~::~YI_D~;:~ l~:Y":~rJ::~ "'_ tnl
-,-~..... ,.....~_..--""'---.--
~~-.->
.1'.
\
\
~\
i;U
-~-E4J~1l:O~CHU ~
----- h...
----. .-.""....:...H4NScr
-..~.....
--
-...
e:,
C)
r-
'""
~
o
SHEET NO. 11 _
MAINTENANCE-DREDGING MAP
Propo.ed Dock ConfiguratIon
E
"
~
"i
280'
E
fW}, W~~~CE
r/Llii DREDGING
SOUNDINGS ARE IN
FEET AND TENTHS
DATUM: MEAN SEA
LEVEL
tEe; Cl\URCII
St. ~\J.E1ER6
~e;\1E
Ole;,..v~
D
sct~",
1~ofE
..........,
~
-, ('!ole
I. '7--......
'$0' .........
SCAlf
o 25'50' 100'
~ I
-
---00
j~;j.r::--
':-:::~~-
=-=...-:..-.:===--
600'
PROPOSED
DoOk
CONFIGUPA
'1I'l II ON
STIRLING BASIN
A __ ...EB~
FLOOD
IlIvn T.on TU!) AT C:lttWPOIT. ,,,c:.
mlL1.. IAS1.
CllEMPOI' KAllal
MaNKANSET AYENOr
WILLACE or GllE.rOI'
tov., OF SOUTHaLl
COInIn OF SUf'FDLl
P_OJIOSED nC:AVAT1D11, IULhUDINC
.....I"'ILII......I._U.L&IooU.... ""u
_L\oUlOf ",.U."I Iwl.. .." I'LoMll....
FIt.1I AlIon-.aIlLI rawllL...U,
lASED UI'CW sulvn n
'IOUNe; . TCUJlG
M_T.s.. LIC.tllUD U.ND SUIVnOIS
SUUn DATU JULT 26, 1'13
I[YISOI SIPT. I. 1M) a." DECI"IU %7. I'll
DANiel s. NATCHEZ AND ASSOCIATES; INC.
555 AUA IOAI'
.....MA.C>>I~CI[. WCV TOIII[ ,!)SoU
1".1:1 ,",a-sr."
.._--
.--..."..._,,"
.......---.........:.:.
e, ,
......
C\
~
SHEET NO. 12 - PROPOSED EXCAVATION & OFF-SITE
DISPOSAL AREAS
Existing Topography
.,.-........ / -'k. "
~"--"""" --It .Jt.,'
.J1o\ Jt. '
1--.::t ,"'G.... JL::;;0'.g/ ....
1- :,\,<\\~~ ---...
"P ___~~t. ..
.
\ ',0
.
1lEI-,<>os
sJ T~fS~OS",l.
12
e~ Ul
· ~1Et~",. y.
~r, ,'::to
..
,.
z
o
-<
STIRLING
BASIN
'"
\\
SCALE
o SO' ocJ
~
~~
PROPOSED
OFF - SITE DISPOSAL
EXISTING
EXCAVATION AND
AREAS
TOPOGRAPHY
nrvr. UCKt 'AlII AT 101[111'011'. INC.
nllUIC lUll
CIUIl'OIT "AllOt
MAlfMAII5tT Utllut
\'ILUCI or CUllI.OIT
TOIIII or SOUTMOLD
cOlIn, Of" wrroll.
rlOPOSUUCUATlOIl.llJI.IIlUlIIJIG
..-'INll.AN\..l_IlNU...IN.... .....
n~tl"'U".IIUtlUt tlUA.ll.....
rHO AUUULI r.UIl\..I.
aUIll U'OII
TO.IXiU'MU: M'"
TI'I[ U5TUN TOW.'
surrell COU"". II. ,.
~t(n lIa. IlK.tO
wrrou; COUNTY
lllhnl.lUlt Of .UIoLlC ",..n.
1)411.111; MUll5U LUlL
DANIEL S. NATCHEZ AHO AS.SOCIATES, IHC.
SSSALUAlOo\.
llAllUOIIIC.. NUl TOMI 10'..u
""I"'.SoIoJ"
. WI., It. nu
R.vla.d. 07128111
,"
r,
\...;.,'
,,,""",,
\...../
SHEET NO. 13 - PROPOSED TOPOGRAPHY of RELOCATION SITES
.l/; -
~ (',5 -It 1-/
~ ~;t\\\~'tR"( .!4 -;%;1.0) ","
-s. Cf,\il ______-...
'9: ...-----
~5.5~.."
0.0
~qElyE. ~o
'IoP01e6""Hr ~
cONr&tg
III
".
Z
o
-<
STIRLING
BASIN
~
H
'"
<0
\g
\\.
SCALE
05000
=
PROPOSED TOPOGRAPHY
OF RELOCATION SITES
IIntn YACIlf TUIl IT atnltl'lll'. lie.
Jf'ILIIIG IUIV
anuraITU"".
"'lIHAllln "UUI
YILLIoGl or alult'o.,
TOWIl Of IOUTlIOLD
couxn or 5u..rOLl
"Dronl rreAvnlO!!L. IUUlllAlllft
--gnAmlltr:n[IIlOIIC\:~I~
~~mnm-
--..;.... _._ _ nliDT_ "Tn. ~
II :=:''Q .~:.. ':':... "': -=..::"...':..:~~~
::..J'::: ='.:::':- -=-.c~~"":'~~'."1~~
ii:'..r:'~ .:--: of-=: :-.......lo~:"::.:::..::.....~
'-"" ...".... __.. _ _ IIn ,....
111'10-"-.---.. ""--1--""5
.- .- .. -, .- .., -- - -...... .-.
_.__...__'-"...11....-11....
---_.--~.
"......._._10....1...__......._......_
II...... ,_. -... _ _ "'''_ _..... --....
.. ::-::.::.... ....... ...... _ "'-:" __......111
-,
..h!lI!....-..-....,.....-..-.....
lunu..
1'D,DCII1.'NII:""
PlYllUTUH ToVIII
IUfTOU COUMrT. II. Yo
IIIUTJla.llll-1O
lurrOLlCOUHTT
DUUnll:NT or rUIILll: VOIKI
D..Tll~h JllAlI 'U L.~V~L.
DlHIEL I. HATCHet AND AIlIDCIATEa, lUo.
5UIUA.OI'
WIWUGIltCr., MIV Tall IISO
IIlU "'-5".
'hrll,l""
_["ISID JD.tt.........I'...tD lu.un
.........-..1&1....._....
..,.. _uc...... lel.nlltl. _. _ _. ..... .....,.
.__.......a.........~..).....
."...IOU'I'U_.T...I_.""'.....-J-I.
/"
'~
1".
"t .:
......
SHEET NO. 14 - LOCATION of SITES for
SOUTHOLD TOWN WETLANDS PERMIT
..
".
:z:
~
0)
L .
STIRLING
PROPOSED AREA
TO BE DREDGED
BASIN
..
\\
..,.. .
....~
SCALE
o 50' od
==
LOCATION OF SITES
FOR WETLANDS PERMIT
_.
!IIVII tACH' UID At GUI.POIf. 'WC.
STUllMGUUIl
Glu.,on ""'101
M""",UIlIf .vrllut
"llUGlOF GUI"pon
10wII or IOUIIIOllI
COUll" or ,,,nou;
PlDf'OIU UCUAT1CMI. IUlnUtlltIG
-.mRTTlfIRtr:'Oln;;n:C:-n:r.-
1l';;11lrm:uOTr.JJt"'iSlJlurnr..
-nf"rl:m!m:rP'ID~
DANIEL 5. "A TCHEZ AND ,U'SOC'A TES. INC.
"' AU'. lOA.
.......OIIIICI. .1111 '011' IrA
"UI "'-!.lo'"
. .., II, ItIC
Rev Iud: 07/29/88
,",UII V'D11
TOPlXOU.'IllCMAP
fin ["',lUIl TO"'.'
lurrcn COUllll. II. ,.
IIIU'.:). "11.1'
..lfrOLl COlIffTY
IlPulI,llllOI '''IoLle 1131"
"U"", loll". ILl. LUll.
EDGE OF
MARSH
(APPROX,)
,
-H_
\
titS C\lURCII
Sl c~\J.e.lER'(
"~e.o
~;:CS\~
O\SPV-
.ro
_,,-,,~-"-_._..-'
r'~
"","'
:?
<o..;..l
SHEET NO.
15 - ON SITE DISPOSAL & GRADING PLAN
ON-SITE DISPOSAL
AND GRADING PLAN
. __ Fi;\.~~NES ~N S~CT.
~~%~ ~
~I
--.... M'4M-r--
'_. . W4NScr
". I .~~M ~J/C:
,..
~
'>j
AREA TO
BE FILLED
NATURAL
SCREENING
s~~'"
'''0'*
~
SCALE
o fS' 50' 100'
I"""""'!
- ---...
~o
~
~
!!!!'U UCMf TAtIl &t G.UIIPO''f. lilt.
ITIIUC IU'.
cUlII,on MUlot
NUIIUUT 'YlIlU[
"ILUGt OJ GltlJlrOI1
TOWIl or SCMntlOLII
[QUilTY DlI\lUOU
,.101'('11[11 UU\lnIOll. IUUIIUtollfG
"~I"'I"A"LI."'L""'''~
Ih''''''''UOI,.,uo.''' ILU."....
'110 .~.ll'.~' . ..'n~ I.
---..
j'::;jj::;--
E:;.=2:EF.:~::==-
STIRLING BASIN
IAUI.ltI'tlI;M\.nt n
'l'I".;.t'U1'Il:&;
..t.... UCLKU" '.1110 wrvnOl'!.
"I~'" "au.. JUl' :1\>. .,., :
n,.ltl' ",.1. I. .,,)... 1l1C1"~II' n, nl]
DAlU": lIU" ioU unl 1111.'1.,
DA.NltL So NAtCHCZ. AHD ASSOCIATU. t~'
~!. .U"" lOA"
".IU..oorl(&.IIIIfY!""Il"A
I"~ I .,...!t&o,,,
. ....,1,.1114
Revised: 07"0/..
_.
'.
~
'-J
I SHEET NO.
:- AREA NAVIGATION MAP
~
4"1...,
- I
..,
000.
h..
o .250' 500'
I
7000'
.
9;:
f#
1.1
~
AREA NAVIGATION MAP
BREWER YACHT YARD AT GREENPORT, INC.
STIRLING BASIN
GREENPORT HARBOR
MANHANSET AVENUE
VILLAGE OF GREENPORT
TOWN OF SOUTHOLD
COUNTY OF SUFFOLK
PROPOSED EXCAVATION, BULKHEADING
MAINloNANCE-DRoDGING, AND
~CONFIGURATION 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
(9141 698-5678
May 19. 1984
.-.
T'lC'tTT~ t.nI.V '")00 '0001:.
(i)'"
,'~ ,
"....-
,..,......
, .
'~~'.;
17 ..
SHEET NO.
01 DOCKS
RECONFIQURATION
& MOORINGS Exl.tlng
Propo..d VI.
Condition.
r -1 ~D~~
I I ~,ISOCt<.SOR
L__.J OC .
0) ~~O~~~10
....-~-~ EXo'SATTSING
'-___J Fl.;
Ie ~~SERND
....
'0
<:>
r
T'\
"'"
"
~
Nj
~~~~y
--. .. -. -. M4NH.4Nscr
....--.. "-
L
4vr
....-...__._.__._~.
\
'\
8A~EW~~EEY~B~~TJ YfN~~
CIlURCII
~GlltS ER'l
st C~SE~\tE
tl\~POS~l.
.............~
&~4~
r-.. ..r..~
I
I
I
r-----
o"t
~
C,)
o
Q
"
,.
C-.L___
o
l.l
CO lIel/os
o
lJ
o
Q
o
Q
~
C,)
o
Q
o
SCALE .
o 25'50' 100
.
.......
o
C,)
tio
o
Q
1fT YAID AT G'UII'OIT. 1Me.
..lWEI TAC
ITIILlIG U~I:OI
Glu.rOll IIA IIVI
M".HAIl:TG:~:.rO'T
YILLAGE or SOUTHOLI
J::'~, or lurfOU
IULIMUDIIle;
ElCUATlC*. KU
~:~ UlANL.L-UIt.1Ko1-:-a:u:'III'''
Itl.UNI '10"1"11:1 ~.gIL..11I
fiLII A>>tN
AND ASSOCIATES, IHe
DANIEL S. HI. TC=UN. lOA.... ......
.[V,
MAWAlO'n:Cl. "'.56"
I:~~II'. .,w
~~.
~
~-=
o
---.. -
-;;..Jj!-:
=~i=E-==-
S/"'Rl.'NG 8A.S'N
~o
'I~-
lED U,OIt ,ulYn " .
IA TOUNe; . Y:~ullVnoll _~:,
""";yi:C::~~: t:LTD:~i:~::~ 21, nQ
IEVISED ::'n. ~'t~:I~~fI:ntL INQYDI
DUUM,
C!>
<-
-~
-J_
Q:CI)
/::'<t
CI) l1J
l,j 1i'1Il.1W r PhC~..
;" 86-1 '.''4/1. -. V'V
tlI ~.9"H. 4~7S1~rC'
I~ ". "boE~
OO~
I ~v~
4
<c,;
'CN"":~~ -",,'
, '.
.. ~ ~
.sNf:..iY./S'.s~.
".So-
,. ....6' ~ ~
-~ ~6'~, ~......
...~'< {-
~ ~;.. \~
\-
\~. ..
t~~ t
;.11 ".,::i.
*7 I. Jl;
" I 'to I:
~I '~,.
o
I
125' 250'
500'
I
SHEET NO. 18 - AREA UNDERWATER LAND GRANT MAP
~R€'N~~Q
'{f>.c\\~
I?OOE'Nr H. __..
,,' 'IT"$~
I.tr(;NAN/)
"w" H. CHAPAiAN
""'..'{40"..
~/
AREA UNDERWATER
GRANT MAP
8.c""8L"R7
'f;7' /"- /9u ./J'h'.o~/""I/Jr
f~~~t:r6) 4,8 t% ~S" ",
~? E"?J:
LAND
lASED ON A CDPY or VATEI CIANT
INDEX NAP II' or
SUfFOLI COUllTY
nEWEl YACHT YAlD AT GUER'a_T, INC.
STilLING 1"51.
CIEEM'OIT MAllOI
M"".lANSEl AVENUE
VILLAGE or CIEEN,orr
TOWN or SOUTKOLD
COUNTY or SUFFOLI
PlOPOSED ElCAYATIOIuL IULlRlADING
MAINILHANL.t..PIU:. INI.o. AND
ftl..UNtll.oUIlAllUN UJ .LUAIIN~
rlLII A>>t.U.Lf rIlUIt.{,.;Il.
DANIEL 8. NATCHEZ AND ASSOCIATES. INC.
555 AUA lOAD .
W"NUONICK, NEV YOII 105U
19W 69J.567.
May 19. I'"
REVISED MAY 29, 1986
SHEET NO. 19 - SECTION A & SECTION B
Propoaed Grad I ng Prof I I ea
St. Agnea Site North of Manhanaet Ave.
~
SECTION A
PREVIOUS PllilPOSED PI},OPOSED
.....- srRklj G OUND ILL ~~~ET
PR FILE
FR,ESH WATER POHD roo
EXISTING GR,OUND " s.
EXISTING
BERM PR,O FI LE 0
i
SECTION B
PREVIOUS SPOILS
~ AREA
'1tWJ~ET !:g:
S'
o
EXISTING
BERM
EXISTING
GROUND
PROFILE
$
SCALE
o 25' 50'
I I
BREWEI YACHT Y AID AT GIEEH,on. tHC.
STilLING BASIN
a_EERrOtt HA..OI
NANHANS!T AVENUE
VILLAGE OF altENPOIT
TOWN OF 5OUTHOLD
COUNTY OF surrOLl
'IOPOSED EXCAYATIOHG IULXHEADIHG
WAINltHAHCk_PlfkP IH~. AHP
IlU,,:ONtIGUIlAIIUH Ot HUAIIHG
flEW ^~lu..IIJLI I'.Olf....U
DANIEL S. NATCHEZ AND ASSOCIATES, INC.
SSS ALDA lOAD
MANAIOHECl, NEW YORIC 105'3
1911t 691-5678
Revlaed:
OS/29/86
~
I
I
lGD
ST. AGNES
. CEMETERY
I
I
1
i
I
\
,
/0
I
< .
J
I '
,
s~~I~~~
SHEET NO. 20 - SECTION 0-0 "
Propo.ed Typl~.1 8aotlon
E..t of Bo.t B..ln
SECTION
0-0
PLANTERS
(CURB STOPS)
PARKING <
WALK
ACCESS
DRIVE
o
SCALE
o S' la'
2d
BULKHEAD
PILE
FLOAT
BOT TOM
tREVER YACHT YA'D_AT G_EEN~RTL
STilLING lASt"
GREENPORT HAleOI
WANHANSET AVENUE
YILLAGE OF GIEENPOIT
TOYN OF IOUTKOLD
COUHTY OF.SUFFOLI
'.OP05ED EXCAVATION, IqLKHEADI
MAINIt.NAH\.t.-PIlt.UUUU. ^HU--
1t:t;ONI'IGUIlAlllJN ut .CUAllNG
rlt:1l A2I::.UIIILf rxu,..\;.11I
DANIEL S. NATCHEZ ANC ASSOCIATr
555 ALDA lOAD
MAMAlOHECX, NEW YORK I05U
<<9141 698.567.
Revl.ed.
OS/29/8'
o
~1
MANHANSET AVENUE
t
SHEET NO. 21 - SECTION E-E
Proposed Typical Section
Adjacent to Manhan.el Ave.
SECTION
E-E
NATURAL
SCREENING
TRAVELlFT
FENCE
BOAT
STORAG:
BOAT
STORAGE
SCAlf
o S' 10' 20'
. .
~~~~. YACHT YA'~_~~~!{~~fORT.
STIRLING BASIN
GREENPOar HARBOI
U"NHANSEr AVENUE
VILLAGE OF GREENPOaf
TOWN OF' SOUTHOLD
COUNTY OF SUFFOLK
"OPOSED EXCAVATION. BULKHEAD I
=-~..A1NfEHAHC:I-=-D.tijG1NG;- AND
ft\;ONt ItiUIlA 110ft VI' t I.UA 11N~
t'lt.1l. A:!J:!JUIIlL.J rIlOIE....T5
DANIEL S. NATCHEZ AND ASSOCIATE
555 ALDA ROAD
WAMARONECIC, HEW YORK 105'3
. (91LI 698.5678
May 19. 19B4
()
EXISTING
BULKHEAD
r,
(I
TO BE
REMOVED
t
SHEET NO. 22 - SECTION F
Typical Maintenance-Dredging
SECTION - F
TYPICAL
MAINTENANCE DREDGING
255'
SCALE:
10~
VERITICLEO U 5
EXISTIN BOTTOM
P OFILE
--- - -MHW + 1.2'
- - - - -Ml W -1.2'
!
PROPOSED
BOTTOM
PROFILE
-9.2'MSl
-It.
>/E- 25'
HORI ZONTAL
IIEVEI YACHT Y"ID AT a.tEMPOIT. INC.
ITIILlNQ UStH
a.EEHrOI' ""1'01
J4"NIIANSET AVENUE
VILLAGE OF a_EEHrOI'
tOWN OF IOUTHOLD
COUNTY OF SUfFOLK
P,O'OSED EXCAYATIONb IULIHtADING
~^IHllHAN~~.UR~U lNG, AHD
frrnHll(iURAllUH Ut tLUAllHG
flU A))UlILr nUllLl:'
o 10 20
DANIEL ,. NATCHEZ AND ASSOCIATES, INC.
555 ALOA lOAD
NANUONECI. NEV TDIlI[ WOS"
(9UI 69'.561*
I.e.)' 19. I,U
REVISED ~ 29, 1986
,I
Y
,
SHEET NO.
23 - SECTION
Typical
o
Subterranean
Bulkhead
i
".
".(<,
;t
;j
SECTION - G
TYPICAL
SUBTERRANEAN BULKHEAD
j
'.
,;
ANCHOR PILE
5'TO 10' C-C
+2.0'
UIDE PILES FOR FLOATS
1(3)
EXISTING UPLAND PROFILE
3" TO 4" THICK TIMBER
SHEETING
PROPOSE D FLOATS
,
- - M HW + 1.2
- ---- ------
- -MSL 0.0
- --MLW - 1.2'
-------
!
,
'I
I
j
PROPOSED BOTTOM PROFILE - 9.2' MSL
EL. -I L5 MSL
( -,,'1\.
'd
":J
~E. YACHT 'ARO AT CWEEMPOIT. 'Ne.
STIIUNG IA51H
a.lEMPORT HA.,OI
NANNANSET AVENUE
VILLAGE or G.tEHPOlr
TOWN or SQUTROLD
COUNTY OF SUFfOLK
,IO,OSEO EXCAVAT1ONot.'ULIREADING
t<'AIHIt.HAHLt.-PIlt. I~u. ~~u
f}:CUNtII"URAIIUN 0.. t~~~IN~
rat.1I A))UIIl1.l' rIlUIt.\,.!~
SCALE
I . .
0 5' 10'
I
\
.
DANIEL S. NATCHEZ AND /.8SDCIATES, INC.
555 ALDA lOAD
..-AIU.1I0NECK. NEW YONIC 105'3
191-(1 69B-5671
~.)' 19. Iga4
Revlaed.
07129188
{~
.;v
'}
il
'.1
'.
"j
J
I
()
..~....u...,~
-" '''\IlIflr 'I] n nii;i '~~-
.. .-
....-......~ ~~-
SHEET NO. 24 _
SECTION H
Proposed Typical Section
West of Boat Basin
SECTION - H
100'
1 INTER nO"
MARSH
~--MSL
0.0
PROPOSED BOTTOM
PROFILE
-9.2' MSL
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INTERTIDAL
MARSH
ENCE
FENCE
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PROPOSED POOL
2~'
CONCRETE
PAD
TIE ROD
- MLVr -':-2'
9"-/2" TIMBER
t-- SHEE TlNG
---MSL 0.0
ANCHOR PILING
~~SYSTEM
BREWER YACHT YARD AT GREENPORT. INC.
STlRLIHG BASIN
G~EENPORT HARBOR
. J.lANIUNSET A VENUE
VILLAGE Of G~EENPORT
TOWN Of SOUTHOLD
COUNTY Of SUffOLX
PROPOSED EXCAVATION. 'BULXHEADING
-- J.l~~~'t~~~~'-D"~UG/NG. AnO
Jtl1;.ON> IG~', I JON 01- HO'"NG
YII:.K ^S~t.M~Lr t'RUrI:J':j~
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DANIEL S. NATCHEZ AND ASSOCIATES, INC.
555 ALDA ROA D
J.lAMARONECX. NEW YO":( 105.(J'
19/" 69S-5678
I<.y 19. 19S" ,
Revised. 07/29/88
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SHEET NO. 25
"...-.,\
APPROXIMATE LOCATION of TEST BORINGS
ST AGNES
CEMETERY
.
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APPROXIMATE
LOCATION OF
TEST BORINGS
nST BOIIJl':;~ COJ.:tlU:Ttl> IT:
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DUll.. II'... su LLYH IN"VDI
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DANln S. NATCHEZ AND ASSOCIATES, fNC.
S!o!lALIlAIOo\D
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LANDSCAPE C PLAN VIEW - TYPICAL SECTION A
TIES I— � BXBLANDSCAPE TIES
•\ ��, ^ ••-` 1`\ _ \
Al"""""""" 6' CONCRETE BLAB
PLANTER . BOXi 3 �• .:. . .'I'. . :'?a• :.' ; r'
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COMPACTED AH 2. 0' Q COMPACTED EARTH
ERT '� C
TYPICAL CROSS SECTION C
0 2.5 5 '
1.0 enw� FUT�REE CHURCH SECTION B
PROPOSED UIUPOS� SIT r
I� CDARSE GRAVEL
E
HYpRgNT�
M COMPACTED
S 68°56_17'lE qNH EARTH. FILL
ANSA T AVEnnD.
/ 479.6' 0
/ n UNDERGROUND �
N� NKI / z � SECONDARY J VERHE AD UT�L� TY DIVES
m ( K
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\ AT ul PROPOSED
TOPOGRAPHY
PROPOSED \ N=
NATURAL SCREENING
CONTOUR INTERVAL- I FT,
GENERAL PAR I DATUM : MEAN SEA LEVEL
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AND CI U T
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ST. AGNES CHIfRCH _ r�
CEMETARY
PROPOSED — ' a a P rx.� �� a
DISPOSAL SITE p
D
C) PRU \NG TRANSFORMER VAULt- \ 7)3
DN (APPROVED4-12- 84) O
UP PPP jg00M
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UNDERGROUND z I 1 CONCRETE /� o \�_0\�AG \ \ \
SECONDARY I PAD
FEEDER
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WALKWAY
WITH
PLANTINGS W_oGPZEo
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MARSH ' ° ° \_/NE 29pOo< / /EXISTING
- \ X54 VEGETATION
MLW ° ° /
MARSH
p I'D
° �- 70 � I / v' ^� TOWN OF
° N / / a
O
SOUTHD
LIMITS OF PREVIOUSLY APPROVED ='
RECONFIGURATION PERIMETER 0 � °
a O G
40 00 � zLi / MHW
--- �I N. 8HHW-4 � N
°
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. 4
q35,� 615' /V0 4MLW'
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N. Ge
73
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I�-351 21. 68'46 35'yV ` 4�
326124.94 N 30' CE__ o /
2452709.47 E SUBTERRANEAN BULKHEAD
LAT, 41° 06' 32.4210360��
LONG. 720 21'25.88990" /� S TES 35 25 / /
IM
—�
7-EPL/NG I— 53 — LIMITS OF PREVIOUSLY APPROVED
p �� RECONFIGURATION PERETER
FLOOD BAS/N ao/
EBB PROPOSED RECONFIGURATION OF
K E Y FLOATING PIER ASSEMBLIES
325919. 26N \ 4�f.', ;`.:'
2453209. 87E °��-. r�� "
0 PILES LAT. 41° 0630. 29460" '•ti. 4
UTILITY JCT LONG. 72021' 194 [ 105p t^, '
v °���i SSI\` '• _
A FLOOD LIGHTS SCALE
L
ELECTRIC 40 20 0 25 50 100
WATER 777011111111117777MUNiC777= Brevet YadiL Yard at Gre,al,pot SITE PLAN M A P
Suffolk Com Ly Tax Map No. 1000
PLANTER BOX Section: 043 Block: 03 lot: 002
BREWER YACHT YARD AT GREENPORT , INC.
S I T E P L A N N O T E S STIRLING BASIN
GRLGNPORT HARBOR
MANIIANSLT AVENUE
1 ) Gradina and Surfaclna : Lot will be graded to elevations as Indicated. Ground surface sub-base to VILLAGE OF GRLLNPORT
consist of gravel , sand and slit mixture . Top aur f a ce to be fin I abed with 2" coarse gravel 'TOWN OF SOU'f l-TOLD
(blue-stone or equivalent ) except where grass border wl 11 be planted (See Section B) - Location
of concrete work pada will be as Indicated . Surface w111 consist of B• concrete slab on com- COUNTY OF SUFFOLK
patted earth or sand and gravel sub-base (See Section A) -
21 Landscepina: A 5 ' - 10 ' grass border will be planted along edge of property as Indicated . Where poe- PROPOSED EXCAVATION , BULKHEADING
Bible , existing vegetation will remain and additional screening will be planted along edge of MAINTENANCE-DREDGING , AND
property . Types of vegetation to include : Japanese Bleck Pine , Douglas Fir , White Pine , Abor- RECONFIGURATION OF FLOATING
vitae , Holz Juniper , Hicks Yew, or other evergreens . Planter boxes will be located along perl - PIER ASSEMBLY PROJECTS
meter of boat basin and buildings as shown (see Section C) .
3 ) Parklna and Access : Note : Parking stalls will be unmarked on gravel surface . Siza of perking spaces DANIELS. NATCHEZ AND ASSOCIATES , INC.
and access lanes to conform with Southold off -street parking requirements : Minimum 350 Square
Feet per space ( Including standing area and aisles for maneuvering) with 10 ' x 20 ' stall dimen- 555 ALDA ROAD
along and two (2) ten-foot ( 10' ) access lanes . Dur Ing summer months . BREWER may use temporary
aids such as railroad ties , cones or other protable devices to assist traffic flow and perking "' MAMARONECK , NEW YORK 10543
area designations . 'S 2 2 1996 (914 ) 698-5678
4 ) UtI l l ties and Llahlina= All utilities will be underground as Indicated . Multiple building and dock ser- " May 19 , 1934
vice connections (water and electric ) will be provided ,including connections at each boat ramp . REVISED 11 / 21 /84
Floodlights will be installed as indicated and directed towards the yard to prevent glare on
neighboring proparIiaa . Indirect lighting will be provided on mein float lines ; said lighting REVISED 7 / 1 8 / 8 6
will be directed downwards and shell not exceed a height of 5 ' .
REVISED 9/ 16/86
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DREWER YACHT YARD - AT ' GREENPORT, INC',,
� EF - ! TE Q� SPpQAL ' AREAS -----
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GIiEEN1'tlAT IIAH'NtlA
�F EWkd9°" MAIIIIANSET , AVENUE
UhSED UPON " _ PP CARq Ir � VILLAGE OF GH`EENI'UAT
T01'U(,'I(APItIC MAI' TOWN OF S0UT11QLD
FIVE LA,57EIIII TOWNS. CUUNTY 'AF 5UF'FULK
SUFFOLK C00117Y ; II , Yo
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DEI'ART 'M1, 111 Ole 1'.UbLIC WORKS �Nl'�iSIII'It,llfihT�'�1N`iYF }'1;,6AIliFi,l
DATUM MEAN ShA 'LCVE'l ' y `�'1'1lTi A55£#f urti''RU T'CTS�`;
1
DANIEL S, NIATCHEZ AND AS'SOGIATES, INC.
.. 555 'ALDA ROAD
MARARDN'6CISq NF:W Y"UIfy. jor , 3
RECEIVED BY (911 ) 696.567h'
SOUTHOLD TOWN PLANNING BUNM Y "
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'fQitlllllliti/1!'IC IIA,P ' 'll 011ie d iu ,fa 1�`l Ptwpertle► ' will be „YradeJ le elerallone .�r . T011ll OF $01)IOLD
�dF N� 225a� 2 FIVK EA.511:Nt1 Tggljj.A rRalca' tt OCrun "', ru7Tace'I0, coM11111.,,pf IWcovalyd 'oriinlC e111,, a,and, COUIIPY ' 0} SUFFOLK -
w : °agoFessloh"` 6UFt'U1 'K COUN1 Y N -' 1444 Ira l p „IIRaato;w ILeiaje.l`Ior M1iy„w gin etluron ��ol pii un�rof filling
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/ ;, hHEET IIOi „Il.�.t tU 'ir:' ' and :, ,-AgisIra din,g IIpro)rat �►r epeclflyd In. I b'"yAppticli dated full' ROPOSE - E)<CAVlITI01l; pill KllEA111'l10
, (� 'll�� , 6UFFUI.K' C�7AIHTY °',',i,• `, PpWi'riy. Will+,fi�p'llplikid,ai�ihorh•onr61TR', PLAH.era At GN�npnrP, Ince Y �"'�I�.({,II .0x1,Cr -`1Wr_ttlil tlr �'llr( — .
D6,pARTl,l IIT FIF I'UIIL,IC, ;�,�ORIIR i) P tea net b� eK",ave rd ,Inklartall Fill galerlal Will not ba Irsrd Ic`1141,01tRA 1717! -m I'T.IT .rfIin
unxutll 'll� I if 1,w, L 14, _�g — —, { 8 Yt R � p�. .`l. ?1�. �
I1. c orTi'-then ,,, er ",rpu, ' .any ncrlh ' d'r • wellFnda ' ane..• urin - ' 7•
CaM1tlrpc'llon, ' ana4 fene}lr '.lor aquivalentl ' Wilt 'be placed 25 fest 'u9
IIIc Ala,reh areae,_ to InALit consill tan I eompllsnce. : . .
DANIE 0, NATC118z AND AOSOCIATGA � ItJo
, ,al Dred.ead, In Ie1 , i/111 be ,lata willif upland 'extovaled material$. t !
SUFFOLK CDUNTY TAX NAP NUNBYAEI , . ` I 11
�I Ne Y4 reest Eal1tlnA lalturo, Uesi VIt1 6i p'rrlirvild 'wvofr,'IDd1eYUd, $
�5 A,LnA ROIU
SAINT AGNES CIIUNCII ICINETEAYI + Souii, an Najriinitel Ave ..;,AJ ,iJ 1,,-- . ' " 'lIAlIAR�III'CNo II.ew YORK IOS11 ,
rah Grates Weltao*4resi Narrh;:"trarf Brod we .artua Will,
r 11q�1h-'un' Nen17a}ue1,�Ar4 =' 35' 43ID, I�Itl , t19S-5G2Q .r.' _
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RECENEp BY ;� r ,'dl iv . r;Aralnip iDwafia Wllt:'Aa Yraded='ai Indlctud. RE�VI9�U '10. 15.84 R8VI88t) 1tIK';110�
so6Team 1ow�plawn19$�O ,
Reulded � 07 /,29 / 8:6 '
?� „ .
NOT FOR CONSTRUCTION
w
UTILITY PLAN
N . Y. S. PLANE COORD SYSTEM a
NOTES: SITE PLAN MAP - A
UTILITIES AND LIGHTING SHEET 1 0 F 2
1. ALL UTILITIES ARE OR WILL BE UNDERGROUND AS LOCATED ON UTILITY PLAN SITE
PLAN MAPS A & B. MULTIPLE BUILDING AND DOCK UTILITY SERVICE CONNECTIONS O
ARE/WILL BE PROVIDED INCLUDING CONNECTIONS AT EACH BOAT RAMP. / / - . O
2. FLOOD LIGHTS ARE INSTALLED AS INDICATED ON UTILITY PLAN SITE PLAN MAPS A & /
B AND ARE DIRECTED TO PREVENT GLARE ON NEIGHBORING PROPERTIES. INDIRECT / O
LIGHTING TO BE PROVIDED ON MAIN FLOATING DOCKS WILL BE DIRECTED DOWNWARD,
HEIGHT SHALL NOT EXCEED 5' .
3 THE BULKHEAD IS ILLUMINATED BY INDIVIDUAL DOCK LIGHTS LOCATED APPROXIMATELY /
20 FEET APART.
LANDSCAPING
1 . WHERE POSSIBLE, EXISTING VEGETATION WILL REMAIN.
2. PROPOSED VEGETATION TO INCLUDE: JAPANESE BLACK PINE, DOUGLAS FIR, WHITE
PINE, ARBORVITAE, HETZ JUNIPER, HICKS YEW, OR OTHER EVERGREENS.
3. PLANTER BOXES CONTAINING ANNUALS ARE PROPOSED ALONG THE NORTH FACE OF THE
BULKHEAD AS INDICATED, AND ALONG AREAS OF DECKING. -
WASTE
ECKING.WASTE CONTAINMENT - -
/ _�
TY WILL BE AN ABOVE GROUND HOLDING TANK - � __---
1 . THE WASTE OIL CONTAINMENT FACILITY -- Q
HOLDING TANK WILL MEET r° ----- O , LJ
WASTE OIL -
WITH AN APPROXIMATE 215 GALLON CAPACITY OR EXCEED ALL FEDERAL, STATE AND LOCAL REQUIREMENTS. Qj
2. A FIXED OR PORTABLE PUMP-OUT FACILITY WILL BE PROVIDED TO HANDLE BOAT - 2T / _____ ------ TELEPHONE/ \ O
SEWAGE. THE PUMPED-OUT WASTE IS TO BE DIRECTED INTO THE PROPOSED SEPTIC 2 2 / --- Ln
UTILITY POLE
TANK. THE CONTENTS OF THE SEPTIC TANK WILL BE PUMPED AS NEEDED BY A /� , __----
LICENSED CONTRACTOR AND TRANSPORTED TO AN APPROVED DISPOSAL AND TREATMENT $ , i ' -- (TYPICAL)
p FACILITY. 4� �O
SUMMER PARKING AND ACCESS 4� BEACH U A _
- --
48) . B4 -
1. THE 259 PARKING STALLS SHOW ARE UNMARKED ON THE STONE SURFACE. / j�o 2 = r EDGE OF PAVEMENT -
2. NUMBER OF SPACES, SIZE OF SPACES AND ACCESS LANES CONFORM TO OR EXCEED -
SOUTHOLD OFF-STREET PARKING REQUIREMENTS. 205 SPACES ARE REQUIRED (180 -
BOAT SLIPS + 25 EMPLOYEES = 205 SPACES) . MINIMUM PARKING SPACE IS 350
SQUARE FEET (INCLUSIVE OF ACCESS AISLES) , MINIMUM STALL DIMENSION IS 19'x9' \ � / -_ S 5.1 3 2 7 - -' -
AND MINIMUM ACCESS AISLE IS 22' . \� I E
3. DURING SUMMER MONTHS TEMPORARY AIDS SUCH AS RAILROAD TIES AND CONES MAY BE ��,_ / - _ -
/\ _ _ -r ` E
USED TO ASSIST TRAFFIC FLOW AND PARKING AREA DESIGNATIONS. \
/��� _ -
FLOOD PLAIN INFORMATION J �f~ TO
THE ENTIRE UPLAND PORTION OF THE PROPERTY LIES WITHIN THE HAZARD ZONE A7
WITH BASE FLOOR ELEVATIONS OF 10, 9, & 8' AS DESIGNATED BY FEMA MAP, PANEL FLOW
58 OF 120 g3608130058D, AS REVISED THROUGH 04/17/85. \� � / V� \ / / STEEL IVIE SH F E N G E
o /i / r�--- EXISTING
1. EXISTING CONTOURS ARE TO REMAIN GENERALLY UNCHANGED AND ARE SHOWN AT A 1 ING \\ O / / ( TO REMAIN ) / I S TI N G YI O
FOOT INTERVAL (DATUM = MSL) . \ \ // 1
2. THE GROUND SURFACE SUB-BASE CONSISTS OF A GRAVEL, SAND AND SILT MIXTURE. / P E R VIq U S SURFACE
R F A C E
THE TOP SURFACE IS STONE EXCEPT WHERE INDICATED. \ \\ ,CONI IryI �••'�
3. EXISTING AND PROPOSED CONCRETE SLABS WILL BE REINFORCED CONCRETE ON EI /F �, _ C� ,' B L E - S TO N E PI [x.11
COMPACTED EARTH OR SAND AND GRAVEL SUB-BASE. O OTHER
4. ELEVATIONS SHOWN ARE REFERENCED TO MEAN SEA LEVEL = NGVD (1929) = 0.0' . c T
� . . AGNES CHURCH \
/
MEAN HIGH WATER = 1 .2' AND MEAN LOW WATER - -1.2' .
T REMAIN �I
GREENPORT, NY 11944
FLOATING DOCKS IflVD FINGERS / �
h I v
1. THE APPROVED EXTENSION OF THE MAIN DOCKS IS PER SITE APPROVAL (7/18/86 . \ / MOVEA LE
_ _ -- x
2. MOST OF THFF,,��{{RRESENTLY EXISTING FINGERS AND PILES ARE AS INDICATED IN THE \/ / i� -_- STEEL F AME
SITE PLAN A1rPR0URL (7/16/86) . SOME OF THE EXISTING FINGERS AND PILES /�� / ,' _\��_- -- --- z VI STRUCT RE
(WHICH ARE PRE-EXISTING ARE TO BE REMOVED AND REPLACED AS INDICATED IN THE
, SITE PLAN.
Q
RESTROOM FACILITIES �/ \ I I FIREPROOF
1 . THE PROPOSED RESTROOM FACILITIES, LEACHING POOLS, AND SEPTIC TANK WERE / \� �' BATTERVENTEY c0 ,
APPROVED FOR CONSTRUCTION BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH EXISTING ELF_ L TR C A L�� STORAGE
W
� SERVICES ON 6/20/89. REFERENCE q C10-88-001 FLOW: 450 GALLONS PER DAY. � r 1
I
2. THE PROPOSED RESTROOM FACILITIES AND SEPTIC SYSTEM LOCATIONS INDICATED ARE � �' SERVICE TO UPLAND B O A T
BASED ON THE DEPARTMENT OF HEALTH SERVICES APPROVED ENGINEERING DRAWINGS / 7 � PROPOSED
Q J
PREPARED BY JOHN J. RAYNOR LICENSED PROFESSIONAL ENGINEER PREPARED ON O /o STORAGE AREA C' z \ �- MAI
STORAGE
I
MAINTENANCE AND � T R E V
12/18/87 AS REVISED THROUGH 4/26/89. �/ //�� \ TO REMAIN - I Q GRASS &
PROPOSED STRUCTURES / ) BUILDING I W L , B
1 . ALL BUILDING HEIGHTS ARE NOT TO EXCEED 35 FEET. / %
2. CLUBHOUSE IS AN EXISTING STRUCTURE TO BE RELOCATED TO A NEW LOCATION AND O Z O ,
POSITION. / - V _
!, 3. POOL IS TO BE ELEVATED TO AVOID GROUND WATER. // , / v� 41 0
STORMWATER MANAGEMENT / r l \ � I� � III FLAG �
1 . 2 INCHES OF STORMWATER RUNOFF IS TO BE CONTAINED FROM ALL NEW / / /�: l I z o \ POLE Q
STRUCTURES. l / -
2. REFER TO STORMWATER DRAINAGE SITE PLAN MAP A FOR STORM WATER DRAINAGE / / \ ' 0
CALCULATIONS. / {//J('�/ / f PROPOSED WATER I- I GRASS Z
1 t NTATION OF SITE PLAN l (/� I-
3. EXISTING PERVIOUS SURFACES TO REMAIN AFTER IMPLEMENTATION __ _ -
/ n
APPROVED ACTIVITIESBUILDING -
SER 710E 0 f 10W
x
4. A 6 INCH HIGH EARTHEN BERM WILL SEPARATE THE PARKING AREA FROM THE BULKHEAD � � I X
� - W V
TO DIRECT HIGHSTORMWATERRTH NRUNOFFBERM AWAY FROM COASTAL WATERS. / RELOCATED ELECTRICAL ( Ef� RO OR USE ONLY) 1I W
TO UPLAND -
/
SERVICE � c _
' I -- PROPOSED ELECTRICAL
/ BOAT STORAGE AREA
/ SERVICE TO BUILDING PLANTINGS OFFICE
/
KEY: -
® -FCO __ _-- - =-
= TIMBER DECKING Q-
Ey,ISTING 6 INCH WATER MAID � -
= EXISTING DOCKS II
I� I II D �
- APPROVED DOCKS w / / / (To REMAIf'd _ II o3
- - - � TO BE CONSTRUCTED EXISTING ® II PRGPO -SED CONCRETE 00
PERVIOUS SURFACE II IIS APRONS /PAD
• = EXISTING PILES / �r r _ T Q -
.Z- BLUE - S ONE II
r� = PILES TO BE PLACED / _Z / / OR OTHER T III III III ,
= APPROVED DOCK / I � / / / TO REMAIN
u) Z
III
I ® ( ) LiJ
RECONFIGURATION / / �
--
= EXISTING VEGETATION
I
/ s
�� II _
' = PROPOSED VEGETATION � / ' � r �
v� P; ��o IIIso
� = FLOOD LIGHT
UTILITY JUNCTION / _ -J _ ,MSTING �� Z
o / WELL �- ' _ a I G C) III z
/ III I SURFACE \�
= UTILITY POST / �' 9 HOUSE 2 PER ✓� ( � � O \
c u
(ExIsTINc) E�LUE TONE OR OTHER � -
= WATER / / SIGN III ( TO' REMAIN ) AAJ w
v8 (FXISTING) EXISTING ELECTRICAL • . ■
-
ELECTRICITY
_ ELECTRIC
+` ��T
PLANTINrs -,wuoD TIE
EXISTING SERVICE TO UPLAND BOAT •
o = PLANTER BOX ( ) CURSING �_-- �O VY
/ (EXISTING)
STORAGE AREA �� \�
❑� = FIRE HYDRANT
= MARSH GRASS / / MAIN ( TO REMAIN )
STING WATER SERVICE TO BE
�i EXI _ D
D'J RANCE EXISTI ",lG - CLUBHOUSE AN �� EXI
UTILIZED FOR \
ASPHALT PAVED APRON FL..E*-9, O o /
EXIsTINc) ELECTRICAL VAULT POOL FACILITIES �♦ ��� T(
/ - LAN11N s TO REMAIN )
( / .a �I v
�E XISTIN G�
WOOD TIE i -
CURBING : i ,/ �A
EXISTING i �1 II
CE F
1 -
I R�L��,ATED �, ONCRE E
_ I i �
S
EUEOIRIC �R��.� � IN) CLUBHOUSE I� - IO i�c APRON / AD
_ 0
( � o II h z 0 F,
IT _ E 9
c i m T \
_1
e F
O
�.� EXISTING � � �� �I�I �I
PERVIOUS SURFACE
•, �I IIS _ � I ���� ��� � �i
BLUE STONE OR OTHER00 O
/ �I
( TO REMAIN ) �<. II POOL I � � � j O/
l i s � I
IV
DECK _ -
o -
e oY
DOCKING
/ JUNcrioN�v\ .�� a��
0
(TYPICAL) �o °
EXISTING .
PERVIOUS SURFACE s
♦ BLUE- STONE OR OTHER
( TO REMAIN )
N /F �'; •
i
ST. AGNES CHURCH /
GREENPORT, NY 11944
• •
BASED ON : •
• •
•
•
SOUTHOLD PLANNING BOARD
SURVEY BY JOSEPH A. INGEGNO • �
APPROVAL DATED 12 /17/84, LAND SURVEYOR •
J YORK
RIVERHEAD , ' NEW 0
SOUTHOLD TOWN BOARD APPROVALGREENPORT,_ • •
LICENSE N0. 49668 BREWER YACHT YARD AT INC, BREWER YARD AT GREENPORT
SOUTHOLD SOIL
DATED 2/5/85, S 09 91
DATED: 08/ / SUFFOLK COUNTY TAX MAP No. 1000 STIRLING BASIN
REMOVAL PERMIT DATED 5/l /87. SECTION : 043 BLOCK : 03 LOT: 002 GREENPORT HARBOR w
SURVEY BY YOUNG & YOUNG MANHANSET AVENUE AND BEACH ROAD MANHANSET AVENUE
VILLAGE OF GREENPORT WETLAND & RIVERHEAD, NEW YORK GREENPORT, NEW YORK 11944 VILLAGE OF GREENPORT
BUILDING PERMIT 1060 DATED ALDEN W. YOUNG, P . E. & L. S.
TOWN OF SOUTHOLD
4/30/87, LICENSE N0. 12845 COUNTY OF SUFFOLK
a
HOWARD W. YOUNG, L. S. ZONING USE DISTRICT: MARINA II STATE OF NEW YORK
ARMY CORPS OF ENGINEERS PERMIT LICENSE NO. 45893 �i
REVISED: 05/27/86 SCALE: PREPARED BY:
#13490, NYSDEC PERMIT #10- 84- 0766, s ALEC,
V4iF, MAR7� "ti��' DANIEL S. NATCHEZ and ASSOCIATES, Inc. �
NYSDOS CERTIFIACTED #F- 85- 254. 0 10 20' 30' 50' UTILITY PLAN a� -4:1 °CF01 916 EAST BOSTON POST ROAD E--+
AERIAL PHOTO FLOWN BY: a '''�"`` '' ?I" ° MAMARONECK , NEW YORK 10543- 4109
} T ;
AEROGRAPHICS 'CORP . ( 914) 698- 5678
Gitin%f�j
DATED: 05/10/90 DATUM = MSL = NGVD = 0. 0' SITE PLAN MAP - A JY 3206
DATED: 07/31 /92
+ 1 . 2MEAN LOW WATER SHEET 1 OF 2
W NOT_ FOR CONSTRUCTION SITE PLAN MAP - B
SHEET 2 OF 2
�i N . Y. S. PLANE COORD SYSTEM
STORMWATER DRAII ' •, AGE PLAN
REFER TO STO WATER DRAINAGE PLAN - SITE PLAN MAP - A
-
SHEET 1 OF 2 FOW INOTES KEYS , DETAILS , CALCLT ; ATIONS AND REFERENCES
E'ER TO SCHEDULE PLAN - - 'ITE - -PLAN MAP - B
----- SHEET 2 OF 2 FOR __EXISTING - DOCK CONFIGURATION
C� C 5 . 0 ' —6. c,o9
6 . 0 ' —
43
HIGH WATER
MARK
011,
,111,
�• \` TOWN OF SOUTHOLD
1A � _ TOWN HALL
III , ,111, vv�v�� v �, � \ SOUTHOLD , NY 11971
IA
fA EXISTING
PERVIOUS SURFACE �°�F
BLUE- STONE OR OTHER v � �v ��° wFr�l1' i1i �� 3 . 0 '
( TO REMAIN ) ti —
°S MARSH FJ� , �� �P�� 2 . o � ��
� 04'���o
w Q . 0 3\` ,111, �1�� ;G� ��P.��. � �♦
LE EXISTING a ����wv ��� ,.-2 . 0 ' � ' �Y
RE U MAINTENANCE
& STORAGE
BUILDING vv
6 INCH HIGH EARTHEN \ \ \O \11
1 L BERM SEPARATING PARKING
\
� � f AREA FROM MARINA BASIN
z
T 1 TO DIRECT STCRMWATER
l�
z � � � DRAINAGE AWAY FROM MARINA � � A � \ A • , y, AU� � A
a BASIN VOLL �1
LV U A Op -
80 15RY
MAINTENANCE JCE � FOR E PARKING PLAN vV � ( � r SFr `6� -- - APPROVED
Z & STORAGE �.� FOR DELINEATION OF _
PARKING AREA e V / A �� A �� �tip �� �� ` �% SUBTERRANEAN
BUILDING BULKHEAD
7 . 0
T q ^• / \
C411c,
7
a / / \Ss e<o \. \ / L \ 66 WOOD PILING
F ♦ 92, 325,919.60 N.
SToti GRASS AREA \\ \'`•, � / _ X2,453,210.62 E.
Z � T
rj
x / / /cil r o0 A 28 s / HIGH WATER MARK /
w EXISTING / �� / / / 00VV s- �,_ /: LOW WATER MARK /�
c i /• N a
CGNCRETL PA �I P� rJ� ; / ' � ��� Sas59"��— / / /" / Z 0
�j N c,O'0 .N
Ov
OFFICE 1 , / / `9'�
r
�I / 00 J Irk _ SUBMERGED �== _ n/
/��- rJ ti 1 11_ ♦ / �L PILES ,v
� w
z w a EnISTING � � �/ > I� �
s v~iU < SEPTIC SYSTEM - - � � / ' RECONFIGURED r'.l
> a woa To REMAIN D;�CK & PILE LOCATION LJ ,✓�
03 L 1 `_,7 ' NG f, h- . / �'J (TYPICAL)
1 !'-
7-
00 wry �,. / - I �' T _ _
03 I FV (,L S S'JnFACE `- v �� rJ O
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( T � FEMq , ) i/ ' /L ♦ ( t rJ l I / / Q
m Q EXISTING f �� / � < / / / r A rJ 1 1
I STORM ��' r J / , n 40 //) (C rU U
d DRAIN t
Q „ti / . 09r i' f l / l ♦ .� rJ
a ,' �ti
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a
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QLLJ /ILLI
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z z ��A ♦
Q RAMP OVER ',7'
LIS BERM (TYPICAL) / , ♦ / / r� , , ' -- !� _ / /
^k\ / /RECONFIGURED — a '
FLLJ- w /, DOCKING FACILITY / \3g , ,� j / T
/ / (TYPICAL) z �9 ♦� / J O
a j
5 '3 l / rJ ♦� ^ r /
cl� r / Z / / v / (� C ��>
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WORK DECK
ELEV. _ +4. 1 ' / �� ♦ l l l l l l l l T�rJ �� Li
„ /� ♦ �' l / ll� l l !11 T' ` � l i ,z
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♦ / BREWER YACHT YARD AT GREENPORT
s
12'26'*"_ rJ i/ SECTION : 0SUFFOLK 3 COUNTY BLOCK : 03P LOT: 1 0002
-3_ o' ♦ n _ MANHANSET AVENUE AND BEACH ROAD
Antic RECONFIGURED GREENPORT, NEW YORK 11944
wo - FACILITY
� � _� o�cK � - _ _ _ / I / � ♦ I / � rJ DOCKING � 1
< ( TYPICAL) h�
/ II ZONING USE DISTRICT: MARINA II
EXISTING Z �=7. 7 STORM WATER
PERVIOUS SURFACE �� ��� �/ rJ /
ri BLUE - STONE OR OTHER o L / / _DRAINAGE PLAN
N ( TO REMAIN.) STEPS PSP L �J T L r ji rJ SITE PLAN MAP - B
X230 "0 �,. ���° ♦ J - _ ' -CJL1 -� / SHEET 2 OF 2
E e 326,3167.98 N / / tog.
C_ �
ati ,2,452, 766.43 E / / °; r l BREWER YACHT YARD AT GREENPORT, INC.
65 ? 9 - LAT: 41 '06'34.81138" / / rJ T r , , �Jl l J / / STIRLING BASIN
• � a ONG: 72'21 '25.09646"'// / / // (J LI / 11 / / CREENPORT HARBOR
/ 1 / / o MANHANSET AVENUE
W � � � � �� /ss " 4 / / r / / � � l _ / / ���' VILLAGE OF GREENPORT
5009 , rJ Jl J l l � , v� �b TOWN OF SOUTHOLD
a ` ♦ N 12 3— __ _ / / l l rJ lX�� � .n COUNTY OF SUFFOLK
03 E _ rJ / / I / o o STATE OF NEW YORK
Y J ` vl 11 11 rJ // / N„� n\ PREPARED BY:
r / DANIEL S. NATCHEZ and ASSOCIATES, Inc.
r SCALE: / / / / IV L
916 EAST BOSTON POST ROAD
' C / o� V`°` ` s1 Y`` MAMARONECK , NEW YORK 10543- 4109
0' 10' 20' 30' 50' / / � c�! Q 2 �, -.. .. �, ",
CQ Lu Lu o r c a ,. y' ::i,. �,'� (914) 698- 5678
d = 3 99. 60" ?, U-i
:`-�� DATED: 07 /31 /92
_ O DATUM = MSL = NGVD(1929) = 0.0' ��WOOD PILING
LJ 326,124.77 N. ree srnnn
CD 2,452,707.97 E.
W