HomeMy WebLinkAbout50109-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 50109 Date: 12/11/2023
Permission is hereby granted to:
Gazaam LLC
_v ..._ .................... .. �.....
323 Pacific St
Brooklyn, NY 11201
To Construct a new accessory garage to a single-family dwelling as applied for with DEC
non jurisdiction approval.
At premises located at:
500 Broadwaters Rd,mmCutchogue
SCTM # 473889
Sec/Block/Lot# 104.-10-5
Pursuant to application dated 12/8/2023~~„ and approved by the Building Inspector.
To expire on 6/11/2025.
Fees:
ACCESSORY $503.00
CO-ACCESSORY BUILDING $100.00
Total: _ $603.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959
Telephone(631) 765-1802 Fax (631) 765-9502 htt s:d/ ^ .southolcl ownnt �. Y .
Date Received
APPLICATION FOR BUILDING PERMIT
a, P
f'5 i
For Office Use Only
PERMIT N0. 50 1 Building Inspector:,
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Name: , + SCTM#1000- C) UU.r
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Project Address: j
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Phone#. - Email.
Mailing Address: 440 Z41Ae
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Name:
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air ❑Demolition Estimated Cost of Project:
�hertructure [--]Addition ❑Alteration ❑Repi
Will the lot be re-graded? Yes ❑No Will excess fill be removed from premises? ❑Yes ANo
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property:
use of ro pe erty !' ntended use of proprty: �����✓�
Zone or use district in which premises is situated: Are there any covenants d restrictions with respect to
this property? ❑Yes L�No IF YES, PROVIDE A COPY.
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e � �r � r,F EN�� S� t� �S� pJ.,, 4 #�i� ��qkl,{1�$PPif52R"8t11d�A1�11�Qid�1� �{,�X,rl'� 7»;""�I�+�S��iS� ��� ,%���J�'y�,✓#���1�i��Ai�, i7'%���i
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, nW. .EA/Authorized r_�z.ed A
ent e..w..n_. e...rAppliction Submitted BY(printVi.P� ..
�.,Signature of Applica . Date::. �G'...
STATE OF NEW YORK) 1
COUNTY OF1-1
6�)
�t being duly sworn, deposes and says that(s)he is the applicant
Name of individual signing contract) above named,
(S)he is the--49 e.J4 k
(Contractor,Agent,Corporate Officer, etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
rt�
day of 20Z3 0-� li)111 A
Lary Public
TRACEY L. DWYE R
NOTARY PUBLIC,STATE OF NEW YORK
PROPERTY OWNER AUTHORIZATION NO.01 DW6306900
(Where the applicant is not the owner) CQUALIFIED IN SUFFOLK COUNTY
OMISSION EXPIRES JUNE 30,2,Q tp
1, ,, 1Vj residing at
do hereby authorize ZV4 A&Z/2to apply on
my behalf to the Tow of Southold ilding Department for approval as described herein.
I
D
Owners nature Date
a
//V 4
Pr' t Owner'g Name
2
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Division of Environmental Permits,Region 1
SUNY Ct Stony Brook,50 Circle Road,Stony Brook,NY 11790
P:(631)444-0365 1 F:(631)444-0360
www.dec.ny.gov
TIDAL.WETLAND LETTER. OF NON-JURISDICTION1 NO PERMIT NECESSAR "
NOTIFICATION OF ENDANGERED SPECIES ACT JUR',ISDICTION
August 28, 2023
MARILAND LLC
149 DOSORIS LN
GLEN COVE, NY 11542
Re: MARILAND LLC PROPERTY
500 BROADWATERS RD
SCTM# 1000-104-10-05
CUTCHOGUE, NY 11935
DEC ID: 1-4738-04972100001
Dear Applicant:
Based on the information you have submitted, the New York State Department of
Environmental Conservation (DEC) has determined that:
The portion of the referenced property landward of the 10-foot contour line, as shown on the
survey by Kenneth M. Woychuk, last revised May 30, 2023„ is beyond Article 25 (Tidal
Wetlands) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use
Regulations (6NYCRR Part 661), no permit is required under the Tidal Wetlands Act to
conduct regulated activities landward of that line.
In addition, DEC has determined that the portion of the project located seaward of the 10-foot
contour line, as shown on the plans prepared by Giuseppe R. Adragna, dated July 26, 2023, is
more than 75 feet from DEC-regulated tidal wetland boundaries and is listed in the Tidal
Wetlands Land Use Regulations (6NYCRR fart 661.5 #50) as a use not requiring a permit.
Therefore, no permit is required under the Tidal Wetlands Act of the Environmental
Conservation Law for this portion of the project.
Please be advised, however, that no other construction, sedimentation, or disturbance of any
kind may take place seaward of the tidal wetland jurisdictional boundaries, as indicated above,
without a permit. It is your responsibility to ensure that all necessary precautions are taken to
prevent any sedimentation or other alteration or disturbance to the ground surface or
vegetation within Tidal Wetlands jurisdiction which may result from your project. Such
precautions may include maintaining adequate work area between the tidal wetland
t�1 vi1i pepert��tentof
^
RK E11 raenr�entat
Conservation
jurisdictional boundaries and your project (i.e. a 15' to 20' wide construction area) and/or
erecting a temporary fence, barrier, or hay bale berm.
Please be further advised that DEC has documented the summer occurrence of the Northern
Long Eared Bat (NLEB) (Myot,s ,sepPtentrld al/ ), a species listed as "endangered" by both New
York State and the US Fish & Wildlife Service, within 1.5 miles of the project location. We have
determined that tree cutting at this location between March 1 st and November 30th of any
calendar year may result in the "take" of these species within the meaning of Environmental
Conservation Law (ECL) §11-535. The terra "take"' is defined, in part, as the direct killing or
injury of individual members of a protected species, interference with critical breeding,
foraging, migratory or ether essential behaviors„ or the adverse modification of the species'
habitat. Therefore, to avoid a "take", we recommend that no tree cutting activities be conducted
at the project site between the dates of March 1 and November 30 of any calendar year.
Please contact the DEC Bureau of Wildlife at 631-444-0310 for additional information
regarding NLEB.
This letter shall remain valid unless site conditions change. This letter does not relieve you of
the responsibility of obtaining any necessary permits or approvals from other agencies.
Sincerely,
Laura F. Star
Deputy Permit Administrator
cc: M. Kimack
BMHP-TW
File
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\ GROSS LOT AREA = 32,105 6QFYI
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TERRACE \ \\ 1 1 j \ \ 1 I
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m ♦ /1` \ \ \ (1086 SQFT.) 200'
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♦ PROPOSED I 1 I 1 PROPOSED UTILITIES TO I I / \\ I I I / I I , 1 ' I',I I i i ■
♦ WATER METER ' I I 1 BE CONNECTED IN 1 \ I - / / \\ `\ I I / 1 /
i 1 I I 1 ACCORDANCE TO TOWN I \ / / I I 1 , I� I I r
AND UTILITY STANDARDS / / \ \ SILT FEN i / \ I Z U
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IMPRbYED LOT �q \ _ p
RESIDENCE I / // / / I1 \ I / 170
PUBLIC WATER I / / bO
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/ SCALE : I" = 15'-0" LO Q Z
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---------------
ZONING INFORM,4TION I- - - - i I I 5ignC5eal:
ZONE: R-�O
I I
DESCRIPTION MAX/MIN PERMITTED PROPOSED
i O A/2C
MAJOR DMSIONS Si1�aS 7YT'ICAL NAMES 32,105 s ft. GROSS
�f!! PROPOSED
LOT AREA 4ID,ID00 5q.ft. 28,812 sgft. NET FIRST FLOOR 2,534.91 s .ft.
1 2 3 4 LOT WIDTH 150.Oft. MIN. t "10' ° -iN ' ' I I
�I SECOND FLOOR 1,689.50 s -ft.
c , •eg- I1
` SAI LOT DEPTH 115-Oft. MIN. +- 310' �; TOTAL 4,224.41 s .ft.
17 Y Y LWELL'GRADEODFGR GRAVELS,GRAVEL-SAND MIXTURES,
MAX ALLOWED:4,2312 SQFT. I I N
��i $ 6 FRONT YARD 50.0' 106.13' ' ,r
w a • POORLY GRADED GRAVEL$OR GRAVELSAND MIXTURES, I I J► Q'
� GP LrTTLE OR NO FINES REAR YARD 50.0' 190.90' I I It Is a f tlpgbTgsr ,unless acting
II under th i itect,to alter
I I an Item in a �e g the seal of an
o �'w •11 A SILTY GRAVELS,GRAVEL-SAND-SILT MIXTURES. SIDE YARD 15.0' 15.95' V/
Si C� architect 15 alte the g architect shall affix to
his item the 5cal and
4 -- - = - = -- - - - - -- - T -
1
oc ■ -- - -- --- - 1 - - - ----- -- - - _ - - __ _- - -- - - 1 by his specific description th date of
ftlsuch alte onon"altered .and a
� .�� C7/+ CLAYEY GRAVELS,GRAVEL-SAND�IAYMIXTURE3. SIDE YARD 15.0 2025
pro OF V
$ W SIDE YARD AGG. 35.0' 35.84' 1 II ( I ( 1 311 I
w= C• WELL-GRADEO SANDS.GRAVELLY SANDS,LITTLE OR NO 40 -1 m-
�' GST+ 19 ��W FINES. FLOOR AREA MAX. 4,231.2 SQFT. 4,224.41 SQFT. 2 4
w 1
v d�� c NO NES GRADED SANDS ORGRAVELLY SANDS.LITTLEOR LOT COVERAGE 20% 5,114.4 sq.ft. 4,123 SQFT. 1636 % J' J (�[
w a O �u ra c tt cua r r 1 -
° w�GI E;UILDING HT. 2i2 STORIES -- 35ft 28'-9" c �` �` �@ U
I �n - C SILTY SANDS,SAND-SILT MIXTURES.
U,
>M ( = J cv
9 ,,
w ° C' CLAYEY SANDS,SAND{XAY MIXTURES. MAX. GROSS FLOOR AREA: - _' ►--�
.,w f CLC G 3,350 SQFT. PLUS 10% OF LOT AREA IN EXCESS OF 20,000 N
28,812 SF. - 20,000 = 8,812 SF.
} N $ M�. DOMNIC SLTS AND VMW FINE SAlIp4 ROCU noun,SILTY ort 8,812 SF. x 10 0 881.2 SF.
�Iu CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLABTICRY ^CSVz LO
LL- '� S Za 3,350 + 8812 = 4,2312 SQFT. v - '7
I 1 inQ U J = �.� UNWOANIC OAY6 OF LAW TO IMEMN PMTICITY GRAVELLY CLAYA
2G m _ 201 f
/ SANDY CLAYS,SILTY CLAW.LFAN CLMYts �� I ""
go �n _ SOT COVERAGE/ BUILDING AREA: }'�`I `` 1 i I I -
Q J OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW RESIDENCE 2568 I i I I ( ` '�
N J PLASTICITY. FRONT PORCH 139
REAR DECK 460
�>
�, 1
N N � ��H
INORGANIC SILTS,MICACEOUS OR DI3TOMACEOU3 FINE POOL SIDID \ J tl� ' I _L - �-- - I "y <
8 t Z SANDY OR SILTY SOILS,ELASTIC SILTS. EXTRA STRENGTH FILTER FABRIC - r
� C-IARAC•sE 156 DIVERSION RIDGE REQUIRED -�
NORGANIC CLAYS OF HIGH PLASTICITY.FAT CLAYS WHERE GRADE EXCEEDS 2% GREATER = 1 I II I Z"
N so G CAH 4,123 SQFT. Zx oR NEEDED WITHOUT WIRE MESH SUPPORT Gf I /' 1
Z -GSTEEL. OR
O LJ JORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ROADWAY \\/\\' \\ / T T r - i I -Icv
` rl
ORGANIC SLTS. /i\�/ � i�1�y// /j,,r ,/�� - 1 I 0 i e2eE I �l1 U
_---
_10H
ATTACH FILTER FABRIC
SECURELY TO UPSTREAM
FILTER FABRIC
SECTION A-A SIDE of POST _-1c� I _ I N
='W
` �0 I Ili , I 111 ' I II I I y 14'-ii" L--- 13'-�II S�-��II '
NOTE: / - '� i 4 -2 _25 -il- 61 13 -m I I V 3ol
STRAW BALES, SANDBAGS. SPILLWAY USE SANDBAGS. STRAW BALES 2
OR CONTINUOUS BERM OF OR OTHER APPROVED METHODS
TO CHANNEUZE RUNOFF TO
OBSERVED BY: OBSERVED BY: EQUIVELENT HEIGHT BASIN AS REQUIRED. " ` ' ``' - / - 1 I E
TEST PIT 1 GIUSEPPE ADRAGNA,R.A. TEST FIT 2 GIUSEPPE ADRAGNA, R.A. 1 / � 10' MAXIMUM SPACING WITH � N � - Z
LIG. •040151 LIC. N 040"151 SUPPLY WATER TO WASH / / \/ \j�\j\\�� 1MRE SUPPORT FENCE
WHEELS IF NECESSARY \\�\\�\��\\� �` //� 6 MAXIMUM SPACING WITHOUT
DIG DATE: JULY 11, 2023 DIG DATE: JULY 11, 2023 WIRE SUPPORT FENCE s -TIME: 11:30 a.m. TIME: 12:00 p.m. I I f 1 �P
WEATHER: 82' MOSTLY SUNNY WEATHER: 82" MOSTLY SUNNY a r'So _ 1 = ') d�
START GROUND ELEV.: 15.0' START GROUND ELEV.: 11.0' ( f I STEEL OR WOOD POST C_ p
0 36' HIGH MAX. (�. Y 1� - _' a ! \I Project Title:
DEPTH OF PIT: 15.0' DEPTH OF PIT: 11.0' ti FLOW _�� ��- Flow `, , � ; J � � Mj�; / � ��•,
><
GROUND WATER: 14.5' (EL. 05') GROUND WATER: 10.5' (EL. IDS') 4° ° IoW _ _ _ -- --- ---- -- = -- _ �`- i -) _- -- =__ -_� _ BROADWATERS
MATERIAL CLASS OF MATERIAL CLASS OF ° = ROAD
DEPTH (FT.) DEPTH (FT.) ° c qo PONDING HEIGHT PONDING HEIGHT e?'�T
DESCRIPTION MATERIAL DESCRIPTION MATERIAL � � °° � 2._3. ° 3/4- MIN. DRAIN ROCK
1, TOP SOIL 11-65 1, TOP SOIL 11-65 °e. I COURSE AGGREGATE vo 12' MIN. FLOW 9' MAX. / N - //
MIN. 6' THICK o� -d (P
o ? 0 0 0 og 1¢,0 °P o o �'• op o ° AGE HT. .... ++ T I fnfA. .
4( 8'
STORAGE
�\ \ ` \ \ \ ' -- Drawing Title:
1/
ID. COARSE SAND GWf\�\ >\ \\/ 1 /'I - 9
4 GRAVEL
6-110 COARSE SAND GW �X� I �\Y
4 GRAVEL 6-65 12' MIN. \`'�`, \j/\� 12' MIN. \/ �\/\ I I y I % 'E \
DIVERSION RIDGE \ / \ C.'•-`J _
�\ / / \� �� SITE PLAN
9' 14'-11" 14'-1" 14'-11" 1
-'--"- 50' MIN. x6' TRENCH
lkC - -- WITH COMPACTED //��� - - 14 -11
0.0' SILTY CLAY ID.0'
-65 10.5 ROUND WATER COUNTERED PLAN BACKFILL \\
e END of PIT g tl TRENCH DETAIL INSTALLATION WITHOUT TRENCHING -
- ,- -
FINE SAND, .:M NOTES: �--
SILT -(1015 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT L`:-_L� __..__
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY NOTES: Project#: 5cale:
ROUND WATER NGOUNTERED- 50, REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE 1000-104-10-5 As Noted
END OF PIT ¢' 15. TO TRAP SEDIMENT. PONDING EFFICIENCY.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE
PUBLIC RIGHT-OF-WAY. SEDIMENT WHEN NECESSARY. 9' MAXIMUM RECOMMENDED STORAGE Date: 5heet#:
3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED HEIGHT.
WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR September 28, 2023 x of x
SEDIMENT BASIN. 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL
NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY IT�I Sheet:
NOTE: STABILIZED.
PER UNITED STATES DEPARTMENT OF TEMPORARY GRAVEL CONSTRUCTION FIRST FLOOR FLAN SCALE : N.T.S. SECOND FLOOR FLAN SCALE : N.T.S. SP - 101 . 00
THE INTERIOR GEOLOGICAL SURVEY ENTRANCE/EXIT DETAIL SILT FENCE DETAIL
WATER-SUPPLY PAPER 1619-GG PRINT 3 SCALE: Ms SCALE. NTS
HIGHEST GROUND WATER TO 5E AT EL. 00
3(0 -011 3(0'-011
1'-10211 9'-3"— � 2'-3" V-3" 2'-3" g'-3" 1'-1011 to 1-6 II 11'-6" 11'-E" 6'-6"
(3) 1118" HDR (3) 111811 HDR (3) 1118" HDR ----- - - - - -- - ---- --------- -- --- -- - - --- - -
.. I GI-0"x�'-0" 7 11 1I GI-0"x 1'-0" 7 1 1 QI 011X",-0„ T I -- -- - ---- ------ -- - ::---- --- - ---- ---- --- _ -
I ALL I ALL I - ALL i --_ - _—_—-- T� x
x
I— I I O.H. GARAGE DOOR I I O.H.GARAGE DOOR i I I O.H. GARAGE DOOR x
II II II 11 II
0 -1 I I cr ii----------------------------------- ii :1 ----------------------------------- ii i -----------------------------------iI lP -- -- - j - - ----- --
.. r ' II II II II II ii O O w O
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-ARCHITECTURAL ASPHALT ROOF SHINGLES
U U CU) -PROVIDE RIDGE VENTS RED A/,?
�- -ALUMINUM FLASHING AT ALL ROOF Cyj�
�- -� VALLEYS,OPENINGS AND ROOF
12 Ci 2"x6" C.T. ? PENETRATIONS
IoF7 O' 6 32" O.C. �/8 -GRACE SNOW AND ICE SHIELD FROM
EAVES TO POINT MIN.36" PAST THE WARM ,
SIDE OF WALL LINES 'k
- a> -301b. BUILDER FELT
-3/4" COX PLYWOOD SHEATHING N k
-2"x10" ROOF RAFTERS * 16" D.C. Q-
- ry ATTIC •C It Is a r,�l f tl�gbti�Dr ,unless acting
under th Itect,to alter
an Itemina a ;N g the seal of an
architect Is alte g architect shall affix to
TYPICAL WALL CONSTRUCTION: his Item the seal and the notation'altered by'followed
S - ---- 2X12„ G J. g 16" O.G. ----
CEDAR SIDING by his
description and of the date of such alteration,and a
® ® B 30 LB.BLDG.FELT P Pt
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Ne" EXT.GDX PLYWOOD SHEATH IING
2" x 6" STUDS 0 16" O.C.
- .FIREBLOGKING At MID POINT OF
1 -
M WALL HEIGHT 6 EVERY STUD
5/8" GYPSUM BOARD FINISH ON WALLS N
"TYVEK" HOUSE WRAP i
L _ I �� VJ
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to N
P.G. DRIVEWAY APRON v!
PITCH SLAB Y8" PER FOOT "4 BAR LONG (TYP. IN APRON) Z >n
TOWARDS O.H. DOORS 04 BAR 6 24" O.G.
I E)E ELEVATION F�'ON T ELEVATION 6x6 10/fo W.Wm. �
SCALE /41i = 1'-m" SCALE : /4" --7-0"
W O
SLAB ABOVE TYPICAL FOUNDATION WALL -j
4" POURED CONCRETE SLAB (4000 PSI) 8"W P.C.FOUNDATION W/(1)•4 BAR m TOP d
REINFORCED W/6x6 10/16 W.WM. 04 BARS 12" O.C.VERT. INSIDE FACE
OVER 6 MIL POLYETHLEENE VAPOR BARRIER t 0512" DOWELS INTO FOOTING ` (�
OVER 8" COMPACTED GRAVEL BASE • WATERPROOF ALL FOUNDATION WALLS Z @1
r�
TYPICAL FOUNDATION FOOTING v
3500 PSI POURED CONCRETE FOOTINGS V
12" DEEP x I'-8"W W/(3)04 REBAR AND
04 REBAR CROSS TIES ® 18" O.C. a BOTTOM a �
NOTE: 04 BAR 0 12" O.C.DOWELED INTO WALL ABOVE r1
SECTION
12 I SGALE /411 i1-o11 'a n
10� - I
Icc vvv�
Z
Project Title:
BROADWATERS
ROAD
I
a1_J.l
s
Drawing T1tic:
ale s _I� CELLAR & FIRST
�► II III II II I I ►I FLOOR PLANS
LILLU
II III II III IIII II II I
P%iect 11: Scale:
1000-104-10-5 As Noted
Date: Sheet Ir:
October 30, 2023 x of X
Sheet:
& IrDE= ELEVATION F;�EAfR ELEVATION A- 700 . 00
SGALE /4" V-m" SCALE : /4" = J'-0n