HomeMy WebLinkAbout228 Chocomount Beach Road Trust r
t ..
Michael J.Domino,President QF SU(/rTown Hall Annex
John M.Bredemeyer III,Vice-President ,`O� ��� 54375 Route 25
P.O.Box 1179
Glenn Goldsmith J�[ Southold,New York 11971
A.Nicholas Krupski G Telephone(631) 765-1892
Greg Williams �� �� Fax(631) 765-6641
IrDUNTI,�
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
January 8, 2019
Glenn E. Just
J.M.O. Environmental Consulting Services
P.O. Box 447
Quogue, NY 11959-0447
RE: 228 CHOCOMOUNT BEACH ROAD TRUST
228 CHOCOMOUNT BEACH DRIVE, FISHERS ISLAND
SCTM#: 1000-4-7-2.1
Dear Mr. Just:
The Southold Town Board of Trustees reviewed your letter dated January 3, 2019 and
the site plan prepared by CME Associates Engineering, Land Surveying &Architecture,
PLLC, dated December 26, 2018. The Trustees visited the site during our annual
August Fishers Island meeting and found the proposed activities to be beyond 100
landward of the apparent high water line and accordingly out of the Wetland jurisdiction
under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code.
Therefore, in accordance with the current Wetlands Code (Chapter 275) and the
Coastal Erosion Hazard Area (Chapter 111) no permit is required.
Please be advised, however, that no clearing, no removal of vegetation, no cut or
fill of land or removal of sod, no construction, sedimentation, or disturbance of
any kind may take place within 100' landward from the top of the bluff, or seaward
of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the
coastal erosion hazard area as indicated above, without further application to,
and written authorization from, the Southold Town Board of Trustees pursuant to
Chapter,275 and/or Chapter 111 of the Town Code.
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 and Coastal Erosion Hazard Area, which may result
2
from your project. Such precautions may include maintaining adequate work area
between the tidal wetland jurisdictional boundary and the coastal erosion hazard area
and your project or erecting a temporary fence, barrier, or hay bale berm.
This determination is not a determination from any other agency.
If you have any further questions, please do not hesitate to call.
Sincerely,
r � `
Michael J. Domino, President
Board of Trustees
MJD:dd
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BIND17-4111 17-4E IAT 2 16-4 18-5 JvSTRAW BALE CHOCOMOUNT
UNING WIRE
NATIVE MATERIA
PLASTIC
17-4G
LOCKING CASTING L co
SECTION B-BCAL 17- LOT 3 FISHERS ISLAND L NCO O
TO GRADE PROPOSED GRADE WOOD OR NOT TO SCALE WATER WORKS
METAL STAKES 19-2 PORON �OCOM
2 T Q� CO O 0
ENDCAP TYPE (2 PER BALE) te-to C (� � H U
LEVELING DEVICES �� Y U
D V10' MIN ^IF 16-15 O
■� 4) ,0
ST MIN. 4' x B (�I v (�I B 16-14 16-12 W 'L N _c C
OUTLET NVEVE 2" MIN. INLET ,^
16-11 ,V; L � � O
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Y.1 O
Ell T O VARIES it 't 16-13 Q -w U
Q06 z
RIC cu
BAFFLE REQUIRED )N
IF INLET PITCH EXCEEDS -- ts-9 C� n
CONSTRUCTION ENTRANCE i " - '�-�° 4-7-3 '�& c i 0 > N
1 2 PER FOOT �V �v PORTON 15-77 O N U ? CQ
NOT TO SCALE PLINING v PLAN v (T�YPA)BALE PLASTICJ
155-11 f^
NOT TO SCALE `' 4-7-4 ( / O - N
- TYPICAL DISTRIBUTION BOX Y w00
_ Gc
-�_W NOT TO SCALE x, <. OD
�� --W 20-5 20-7 a: ':`. i._ '/� M , 00
BIKE PATH _ E q C� W ��� NOTES: :,.... W V
J »..:-
W -- - 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL
BIKE PATH --�- ---------
- CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING 20-4
PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, Ap V c
3r, ----��__ W�_ -�-- __ 50 GALLONS/PUMP, PLUS MIN. t' FREEBOARD). 20-8 (a
S 595.48 ----�___ M A /�/ 10' WATER MAIN (APPROX. W W _- 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM J
W 1173.99 0
LOCATION) -��'W PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES
I __ W _ ----- 75%OF ITS CAPACITY. 2D-9
h f FISHES ISLAND -� _ O A D W W�'- ---W-_ 3 OF WASH INSPECT PWATER.PRIORIT TO EACH USE TO ENSURE CONTAINMENT ?J
�OF pF P DEVELOPMENT --�____ W-- 10Ay BLOCK ISLAND SOUND "
�3� \�VfMfNT "VACANT LAND" - TO EAST END
° IRON ROD _ 20_108 M
SILT FENS 6 S 674.06 (FOUND) _---- __ FlICTM
ti3 W 399.50 EXISTING WATER
WOVEN WIRE FENCE (MIN. 14 SERVICE LOCATION MAP SCALE 1 =400
GAUGE W/ MAX. 6" MESH 00
SPACING) `` b/
N/F EASEMENT FOR
10' MA)(. " \,�`Fa�, GEORGE WHITTHORNE KELLY & UTILITIES MAP' REFERENCES
CENTER t *'` ;.';: w,•
TO CENTER 36 MIN. LENGTH `�\ \�F� MARIETTA VANDER MEER KELLY
FENCE POSTS \ `�S „ �r 1.) PLAN MADE FOR GLENN WINNETT BOOCOCK; FISHERS ISLAND, NEW YORK; f w s�,,•
III " `\ 'VACANT LAND 5' `
DRIVEN MIN. 16 \ \ c \ SCALE: 1"=100 FEET; CHANDLER & PALMER, ENGR'S; NORWICH, CONNECTICUT; !> ' ,•��P_ � .;
INTO GROUND �o \ `\ \ NOVEMBER 7, 1966 A' ` i
\ ` `F \
5 � +
II ny \ \`� O 2.) "PROPOSED LOT LINE CHANGE PREPARED FOR GLENN WINNETT BOOCOCK ''
0o VICINITY OF BLOCK 15 FISHERS ISLAND, NEW YORK DATE: 10/14/05 SCALE: �, -'L
�o S?• `` qJ- NSF 1"=50' SHEET 1 OF 1 BY CME ASSOCIATES ENGINEERING, LAND SURVEYING & �1 >�
o
GEORGE R. & ARCHITECTURE, PLLC. CME PROJECT #2005810 NO.
HEIGHT G��, \\ �`�\`. �' IRON ROD" ELIZABETH W. IRELAND
OF FILTER �c. \\ `\ IRON ROD (FOUND)
16" MIN. c"y `\\`\` (FOUND) N 80'5410 E SINGLE FAMILY RESIDENCE -�
DRILL 93-04! WOOD MUNICIPAL WATER
HOLE X30 E �j _ s ON SITE SEPTIC SYSTEM
s" MIN. MOUND)ENT (FOUND) N 15 0 NOTES
1` �h pF `3S8 \`\ `\� 'LO \N 8515'30` E _- �24� �E�O / / -\\ �� �O?. .F PROVIDE NEW WATER 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED
PERSPECTIVE VIEW s9' �qp ,105.13'_22_ --_/ 0_- WATER\ \ SERVICE- COORDINATE HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO
20 C�_� METER \� \ \� �o \ WITH n WATER WORKS BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE W
\ N/F ENGAGEMENT.
WOVEN WIRE FENCE (MIN. 14 \ FISHERS ISLAND `� ~` N�18'03 00 E X 18 9 -12--- \ \1 j EXISTING WALL V
1/2 GAUGE W/ MAX. 6" MESH II DEVELOPMENT ;�` rn 54.5 \_ \ \ I S ` S TO REMAIN. PROTECT 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, Z
\ _ \ DURING CONSTRUCTION 0
SPACING) WITH FILTER CLOTH CORP. \ 60 '/ \8 N -14_ � \� `�o sr�?p ALTER ANITEM IN WAY.DIRECTION OF A LICENSED LAND SURVEYOR, TO _ W
\ - ELEYAT!'OAN -"18.23 �
MONUNFENT \` \\ �� 0 REMOVE EXISTING NOTE-THERE ARE NO WEII
"VACANT LAND" 3'25' (FOUND) \ WOOD \ PROVIDE PROPOSED ? F RESIDENCE, DECK do
36" MIN. FENCE POST o � 8 WITHIN 150 FEET OF THE
\ 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR 'S = W U)
UNDISTURBED `V - , '� 13�.. 'a' =DECK CONSTRUCTION'16 -- QED - PROPOSED DEVELOPMENT
FLOW- GROUND ` �` I EXISTING r ENTRANCE 1 -' ELECTRic \ \\\ 76669• PROPOSED NEW 7 SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF V Y Ld
�\ \ \ THE LAND SURVEYOR.
W ( \ TENNIS PROVIDE CONCRETE MER i \\ \ BEDROOM RESIDENCE (n
�,\ $: 918.27 �� �- \ COURT X 19.1 18 WASHOUT PIT PROPOSED \\ _\� FF ELEV. 19.0 O
z_ y �� - \ SEE DETAIL �� E Pp 26\ 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC Z 2 }
COMPACTED SOIL \� W: 735.93 \', \ ( ) 16.1 \� " " v
SURVEY TRIANGULATION STATION CHOCOMOUNT 2 � � QQ � O
EMBED FILTER CLOTH �� \�\� \�j o " IINE ' ��� 'r,' 24 �� ss'S\ 5. SITE IS IN THE TOWN OF SOUTHOLD COUNTY
A MIN. OF 6" IN GROUND " \ox. \ - RUSH= r+�
__ _ � � � ) OF SUFFOLK TAX MAP 1000, Q
4 \ J PATH ------__ ? �"-�� 2 SOS �'F SEC LION 004, BLOCK 7, LOT 2.1. g Z H
_- . - � \ ,
I N
Se
17 18.6 EXPANSION AREA 8 ?o \ 6.) TOTAL AREA = 3.97± ACRES. LiJ Q -�
�'J TH F= O w
\ J
_ _.'._" �� PROVIDE N REMOVE EXISTING W (n
SECTION VIEW �� ! ` - � _-_ __-_ P,µ ROOF DRAIN - 16 7. SITE IS LOCATED IN R-120 ZONE. W
DRYWELLS 16 ,, : o RETAINING WALL ) O - m
J U
CONSTRUCTION SPECIE
(CATIONS si. o ` -- - r/.�, (TYP. s)) (n
�. 14 ` �pQ',/. '< _ N 8.) BASE FOR LEVELS: NAVD88 (NYLI 1983 GEOID 12B) = W
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH -� � - ���{ BUILDING Jr - o
WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE _
12- J 4
X11`4 J %"�• SETBACK -. ° o-
:°:::
o �: 9.) A PORTION OF THIS PROPERTY LIES WITHIN FLOOD ZONES VE(EL.16) AND
r,. _ -_STWG LINE TYP. Y
Lu
OR HARDWOOD. \\ - _-_- GRAVEL ---_ - 1 ( )S ` AE(EL.11) AS SHOWN ON FIRM-FLOOD INSURANCE RATE MAP SUFFOLK COUNTY, N W
- --- _ '�` 4- - w NEW YORK COMMUNITY: TOWN OF SOUTHOLD 360813, PANEL 39 OF 1026, MAP (.�
2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH
_ AWN 16 A-_y- 30 COASTAL EROSION
SUFFIX: H, MAP NUMBER 36103CO039H REVISED: SEPTEMBER 25, 2009. (n
TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE ' SIDE \
WOVEN WIRE, 6" MAXIMUM MESH OPENING. N 84'35'50" yy 25 YARD // f_ -� �� m 40-Fl OGBAR 49 SHEET Q
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY 0.20 � TEST HOLE DATA - Q
PROVIDE 5- 8.5' .X / " " APPROXIMATE LIMITS TEST HOLE DATA � Q
SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH \ 4' LEACHING GALLEY UNITS APPROXIMATE LIMITS "` ``j"
OF FLOOD ZONE AE F - ` OF FLOOD ZONE VE BY: R. STROUSE P.E.,L.S. - JUNE 6, 2018
SHALL BE EITHER FILTER X, MIRAFI 100X, STABILNKA� T140N, OR APPROVED \ ( DETAIL) ;Y -- ELEVATION-11 c' ' IvPONUMENT ELEVATION-16 "
EQUIVALENT. SF - r -A 0-6 TOPSOIL
\ PROVIDE FUJI CE-10 WASTEWATER TREATMENT
4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED \ SYSTEM WITH MAC80R BLOWER (SEE DETAIL) 7�-- r 0o. v 6"-20" SANDY SUBSOIL
EQUIVALENT. / � �`? 20"-16' WELL GRADED SAND, LITTLE OR NO FINES (SW)
N/F PROVIDE 2000 GAL _ PROVIDE SILT FENCE 12.5 / WATER AT 14
5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL SEPTIC TANK r r w MAINTAIN DURING HIGH GROUND WATER AT ELEVATION 3
REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. \ THE HENRY L. FERGUSON -
(SEE DETAIL) ' r o o I i CONSTRUCTION-ESTABLISH / ROCKY
\ MUSEUM COASTAL. EROSION - AS LIMITS OF DISTURBANCE BEACH / SOIL CLASSIFICATIONS m
11'-11" "VACANT LAND" HAZARD LINE- SHEET _ - ` ,(26,000± SF) (SEE DETAIL)/ �i
KNOCKOUT INLET AND Ii / ---
,- - 10 FT. CONTOUR
40-Fl OG 49 � / MfC- MONTAUK FINE SANDY LOAM - 8-15% SLOPES
LINE ON NGVD 1929
OUTLET OPENINGS ABANDON EXISTING III MONTAUK SILT LOAM- 8-15% SLOPES
SEPTIC SYSTEM - ���;- DATUM-LIMIT OF Ill RIVERHEAD SANDY LOAM- 3- 8% SLOPES N o
PER SCDHS STANDARDS- NYSDEC JURISDICTI F
-'
RIBS INSIDE \ PROVIDE FORM �,,, �� ' / NEI Z BE
/ •(� SEPTIC SYSTEM DESIGN FOR 4 BEDROOM RESIDENCE
\ WWM-080) - / /8 i N\GN WP $�� lQ USE A 2000 GALLON REINFORCED PRECAST w
' ROCKY `�
\ / / BEACH __ x'16' CONCRETE SEPTIC TANK (SEE DETAIL)
+ N + \ o APPROXIMATE LIMITS �' . �N
USE A FIJI CLEAN WASTEWATER TREATMENT SYSTEM- MODEL CE10 (FOR UP TO 8 N
N
PROPOSED ROOF LEADER o o OF ELEVATION-16NE VE
Q �\ 6� 0 USEBEDR1- DISTRIBUTION BOX (SEE DETAIL) >
RESIDENCE
ROCKY �' `-' USE 5- PRECAST CONCRETE GALLEY UNITS (SEE DETAIL) w
/ BEACH USE 4" DIA. APPROVED SEWER PIPE THROUGHOUT
4" PVC
CONCRETE COVERS I YE CAST \ N/F S 82 ,30" w
144.50' (DEED UNE) / PROVIDE 4" CAST IRON PIPE TO A POINT 2' BEYOND FOUNDATION WALL a
\ FISHERS ISLAND
TO LENGTTIUIT MIN. 6" SOIL COVER \ DEVELOPMENT CORP. / o
OVER DRYWELL BLOCKS AND CATCH PLAN " " D INVERT ELEVATIONS- z
BASIN GRATE TO GRADE CHOCOMOUNT BEACH OIJ
f (NEENAH R-2525-F) OR EQUAL / S / OUTLET AT HOUSE-17.0 0)
FILTER FABRIC COVER LOCKING CASTING T4 ID
3
SEPTIC TANK INLET - 13.4
TO GRADE -�
so'BEND m o 0 0 m IF DROP 'T TO GRADE ISLA � SEPTIC TANK OUTLET - 13.15 Q
IS USED FINISHED GRADE ISINFECTION �- $iiOr'� FUJI TANK INLET- 13.0 o
CD o O 0 o CYLINDER (OPTIONAL) FUJI TANK OUTLET- 12.83 0_
4" SDR 35 PVC o CHIMNEY 18' MANHOLE (TYP 18' MANHOLE (TYP 24" MANHOLE (TYP PROVIDE LOCKING CAST IRON Q
m o o n D-BOX INLET - 12.67
SLOPE AS REQUIRED m o o m% '° X 20„ WIRE MESH COVER TO GRADE- r MAX. (TV) D-BOX OUTLET - 12.5 0
1" STONE OR m o 0 o ma Q min. 20 4" -� �' BOTTOM OF GALLEY UNITS-ECFV. 8.0 00 00
SCREENED GRAVEL
_ _ m n: 11 1'-1 20■ INI PIPE
SDR-35 O 1% (MIN) I F� o Q = o
1' 6' 1'
STORMWATER DRYWELL DETAIL 8' INLET 4" VENT----'H 4" VENr�� OUTLET m N I o
LIQUID LEVEL o r _ _ _ _ _ __ ___ o N/F NOW OR FORMERLY O o o o J
NOT TO SCALE . U Z ui W Li-
1 4" OUTLET 4 PIPE TO Z Z Y
00 CONTINUOUS HOT BAFFLE NEXT GALLEY o ® ® �- ® ♦,,•, FLOOD ZONE LINE w y c� 3�: 0 o
QRAINAGE CALCULATIONS I ASPHALT SEAL LINED WITH __
in I I ��i EDGE OF LAWN
� 4" SCHEDULE #40 �� 1/8" PVC I ® ® ®® o_ m o o v v LL
INLET BAFFLE 8' 60' GAS ^3" o __.... ^ ^ RETAINING WALL DATE: 12/26/2018
NEW ROOF AREA = 4,900 SF
I. ) DEFLECTOR 8•_ I ®® ®®® I I
REQUIRED = 4900 SFX 1.0 X 2/12 = 817 CF �' ®®®®®®® I _. FENCE
5-," ®®®® ®®® SCALE: 1 =RYWELLS 3" � I 5'-8» -I �~3" I I ®®®® ®®
QUALITY CONTROL CERTIFICATION DRE31CF / 28.27 CF/VF = 29 VF BRUSH LINE 50
b
GROUP REVIEWED DATE USE FIVE(5) - IllX 6' DEEP DRY WELLS. CROSS SECTION o 7',0~ JAN 7 2019
� 14 --- EXISTING CONTOUR PROJECT: #2017843
PROJECT MANAGER
PROPOSED CONTOUR
SURVEY SOIL CLASSIFICATIONS
ENVIRONMENTAL 2000 GALLON V OF 1-1hr CRUSHED STONE Z
CIVIL III MONTAUK FINE SANDY LOAM - 8-15% SLOPES 2 COMPARTMENT
III MONTAUK SILT LOAM- 8-15% SLOPES CONCRETE \��GROUNDWATM
SHEET
STRUCTURAL Ill RIVERHEAD SANDY LOAM- 3- 8% SLOPES SEPTIC TANK LEACHING GALLEY 50 25 0 50 1 OF 1
ARCHITECTURAL FUJI CLEAN CE-10 4'-9"x8'-6"x4'-6-1 2"
NOT TO SCALE NOT TO SCALE NOT To SCALE / GRAPHIC SCALE IN FEET
I
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17-48 17-4E LOT 2 16-4 16-5 0
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Michael J. Domino, President ®�pSUFFo(�coG Town Hall Annex
John M. Bredemeyer, III, Vice-President �� �` 54375 Route 25
Glenn Goldsmith P.O. Box 1179
A Nicholas Krupski Southold, NY 11971
Greg Williams ��®� �a®� Telephone (631) 765-1892
Fax (631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
NON-JURISDICTION INSPECTION
DATE OF INSPECTION: '�- �� I I I
INSPECTED BY: /2h/' 7 .
y/ Ch. 275 Ch. 111
COMMENTS:
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FISHERS
ISI AND
L2 12. SOUND
ISLAND SOUND
FISHERS
D 60 RD 81
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ENRY L FERGUSO I MI MI.)
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ISLAND
SOUND
C K 1—F SECTION N
- COUNTY OF SUFFOLK Agency
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Real Property Tax Servica, y
L Guu. �21)
E —Z—�—=-- uGe PF
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Ftinct x0
—
N —.— — A
'1A P 1000 P—R—OPER�-
2'._
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'AltJ.M.O.
Environmental Consulting Services
January 3, 2019
Mr. Michele Domino, President :=� 7- 11
_.�
Board of Town Trustees
Town of Southold JAN - 7 2019 Li
Town Hall Annex L
54375 Route 25 `,n
P.O. Box 1179
Southold, NY 11971
Re: Property of Patrick and Ellen Pinschmidt
228 Chicomount Beach Drive, Fishers Island
S.C.T.M.No. 1000-004-7-2.1
Dear Mr. Domino:
I am presently writing you in regards to the above noted property
which was inspected by members of the Board during their trip to
Fishers Island this past August. At this time we are seeking a
Letter of Non-Jurisdiction to allow for the demolition of the
existing dwelling and the construction of a new dwelling under
Chapter 275 (Wetlands and Shorelines) and Chapter 111 (Coastal
Erosion Hazard Area) of the Town Code.
All construction related activities shall take place landward of the
Coastal Erosion Hazard Line as well as greater than 100' landward
of the Apparent High Water Line of the adjacent Block Island
Sound as depicted on the enclosed plans prepared by CME
Associates last dated December 26, 2018.
Phone (631) 653-0607 • Email Gjust10215@aol.com
121 Jessup Ave • 2nd Floor • P.O. Box 447
Quogue, New York 11959-0447
Upon the Boards review of this request please feel free to contact
me at any time should their be any questions or comments.
Mo
r
'pectfulGle Just
Board of Trustees Application
AFFIDAVIT
G I 1 tV\ �lJ�� � �_St i a� BEING DULY SWORN
DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE
DESCRIBED PERMIT(S) AND THA'C ALL STATEMENTS CONTAINED HEREIN
ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND '1'I-IAT
ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION
AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES.
THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE
BOARD OF TRUSTEES HARMLESS AND FRES; FROM ANY AND ALL DAMAGES
AND CLAIMS ARISING UNDER OR BY VIRTIJE OF SAID PERMIT(S), IF
GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE
TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES, INCLUDING THE
CONSERVATION ADVISORY COUNCIL,TO ENTER UNTO MY PROPERTY TO
INSPECT THE PREMISES IN CONJUNCTION dYITII THIS APPLICATION,
INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF
TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE
COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL
EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM
OF THE PERMIT.
Sr ature of Property Owner _-' - -� Signature of Property Owncr
S`NIORN TO BEFORE ME- THIS LI DAY OF _ v 20_
EMUL000 S AL-HADAEI
_. OTARY PUBLIC
Notary Public WEALTH OFVIRGIMA
IM EXPIRES JAN.31.2022
ASSION#779WW
Board of Trustees Application
AUTHORIZATION
(Where the applicant is not the owner)
[/We, 1_ C(-CVl ty,9—,—V1 V1 s t (
owners of the properly identified as SCTM# 1000- C)CLi— -1 -QLD in the town of
New,York, hereby authorizes
vr�-NNN-� O _to act as my agent and handle all
necessary work involved with the application process for permit(s)from the Southold Town
Board of"Trustees for this property.
0 ZL 1\1-�
Property Owner's Signature Property Owner's Signature
SWORN TO BEFORE ME THIS _ DAY OF ,20
EKHM00 S AL-HADAE1
w� PUBM
EaAi. RaiMA
Nrotary Public �eXpiREs JM.31.2022