HomeMy WebLinkAboutBar-Tur, Amnon & Kathleen Glenn God nth, President O�QSI ^,MCO Town Hall Annex
A.Nicholas Krupbrd, Vice President .a 54375 Route 25
John M. Bredemeyer III y P.O. Box 1179
Michael J. Domino 0 Southold,NY 11971
Greg Williams p! Telephone(631)765-1892
dol �a Fax(631)765-6641
BOARD OF TOWN TRUSTEES
/d-
TOWN OF SOUTHOLD
Date/Time: 7/ 1 Com I pleted in field by:
En-Consultants on behalf of AMNON & KATHLEEN BAR-TUR requests a Pre-Submission
Inspection to discuss proposed raising, relocation, and expansion of existing dwelling, and
consideration of possibly replacing the existing conventional septic system with a I/A OWTS system.
Located: 170 Bay Lane, Orient. SCTM# 1000-24-2-26.4
CH. 275-3 - SETBACKS
WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required
1. Residence: 100 feet
2. Driveway: 50 feet
3. Sanitary Leaching Pool (cesspool): 100 feet
4. Septic Tank: 75 feet
5. Swimming Pool and related structures: 50 feet
6. Landscaping or gardening: 50 feet
7. Placement of C&D material: 100 feet
TOP OF BLUFF:
1. Residence: 100 feet
2. Driveway: 100'feet
3. Sanitary leaching pool (cesspool) 100 feet:
4. Swimming pool and related structures: 100 feet
Public Notice of Hearing Card Posted: Y / N
Ch. 275 Z Ch. 111 1 SEQRA Type: 1 II Unlisted Action
Type of Application: Pre-Submission Administrative Amendment Wetland
Coastal Erosion Emergency Violation Non-Jurisdiction
Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line
Additional information/suggested modifications/conditions/need for outside
review/consultant/application completeness/comments/standards:
x,
17
of
I have read & acknowledged foregoing Trustees comments:
Agent/Owner:
Present were: J. Bredemeyer M. DominoGam. Goldsmith N. Krupski
G. Williams Other
PROPERTY OF BAR TUR
170 WEST BAY AVE
ORIENT, NY (�
/ ! SCTM # 1000-24-02-26.4 Z
TOTAL LOT AREA = 0.24ac
GROUNDWATER MANAGEMENT ZONE IV; W P-4 00
TOTAL ALLOWABLE SANITARY FLOW = 300 GPD W ou N
' ate
0 N
TOTAL EXISTING SANITARY FLOW = 300 GPD m
PROPOSED USE. �DNoma
RESIDENCE = 300GPD Z
STORMWATER CONTROL AS SHOWN O
ALL PROPERTIES WITHIN 150 VACANT OR SERVICED BY PRIVATE C� U
ON SITE SANITARY DISPOSAL FACILITIES AND WATER SUPPLY WELLS. W ce
THERE IS NO PUBLIC WATER OR SEWER DISTRICTS THAT SERVE THIS AREA. �
26 STORMWATER � ,� ' \� PATIOS TO BE PAVERS OR STONE SLABS ON PERMEABLE SAND BASE.
CHAMBERS FOR ROOF AREA :�_ .. I ��•.� � I ;^, r;^ I Q �\ EXISTING SITE COVERAGE ® jDml't7 s
,.' INSTALL UNDER NEW DRIVEWAY ,;
HOUSE & GARAGE 981sf '�'0
G r~ \
\ FRONT PORCH 141 sf 0 Q"
SHOWER/DECK 86sf
TOTAL COVERAGE 1 ,208sf (11 .6%) W
PROPOSED SITE COVERAGE �tS�
ti
Q . EXISTING 721 sf
4 BEDROOM
PROPOSED
721sf
�; PROPOSED 36sf OUTDOOR \ PROPOSED ADDITION 549sf ® ENGI��
FRONT PORCH 141 sf
2 STY DWL o�' Iw ''I r`'I \'' -� ' SHOWER OVER GRAVEL �`� DECK/STAIR AT REAR 94sf
RELOCATED 721 sf 141 sf PORCH , BED PIPED TO PROPOSED \~` , OUTDOOR sS 35
( •, PAVERS IN SAND ND 550sf
4 BEDROOM FF EL 6.0 � DRAINAGE SYSTEM TOTAL COVERAGE 2,090sf (20%)
2 STY DWL G� �
PROPOSED 548sf \�`� SITE PLAN BASED ON SURVEY OF PROPERTY
141 sf PORCH `�� Q 1 ;'STY ADDITION SURVEY BY KENNETH M WOYCHUK LAND SURVEYING, PLLC
RAISED 3' O �� DATED 8.1 .17
W 149sf PORCH \� ELEVATIONS REFERENCE NAVD '88
FF EL 9.0' FF EL. 9.0' �\ FLOOD ZONE BOUNDARIES HEREON ARE AS SCALED FROM THE
F.E.M.A. FLOOD INSURANCE RATE MAP — MAP NO.: 36103CO068 H
CD
(Y� %`..i._ >> STORMWATER DESIGN:
�\ SOIL GROUP A (SAND, AGGREGATED SOILS)
114 — 9 0.22, 2-6% 0.26, >6% 0.29
® 1 ` �® �\ RUNOFF COEFFICIENT; <2%
` INFILTRATION RATE 0.30 In/hr (0.6ft/day)
7& \
o IA CONTROL PANELS, SOIL GROUP C (CLAY LOAMS, SANDY LOAMS)
4 BED DWL4- BLOWER AND VENT RUNOFF COEFFICIENT; <2% 0.28, 2-6% 0.32, >6% 0.40
/' i , INFILTRATION RATE 0.05 in hr
20 0 1 st FL 1 , 372sf �� in/
hr
J S f s° �' j RUNOFF COEFFICIENTS
2nd L OG 0 _ I L ? I -I GRAVEL, 0.6
� f`•'�. 1,� L � �.`[_I_� BUILDGRASINGS; 1 .0
1 .0
FF EL 9 . 0 �,o ��
' " ��°�,P �•, NEW IA 0 WTS STORMWATER RUNOFF CALCULATIONS; Q=CiA
37 —4 F W PRESSURIZED Q=RUNOFF
C=RUNOFF COEFFICIENT; 100%
SHALLOW DRAINFIELD
^
92 —10 ' (% OF STORMWATER TO BE CAPTURED)
P \ / 0 J=RAINFALL INTENSITY; DESIGN STORM 2" = 0.17'
h
A=AREA �
ARC 36 LEACHING CHAMBER = 10.7cf STORAGE
o 8'0 DRYWELL = 42.2cf/FT STORAGE q
G� 50� W
4, 7A
s" �, °` P R 0 P 0 E D WE L� ROOF AREA r'?
A=1 ,640sf C=1 .0 Q= 1 .0*0.17ft*1 ,640sf = 279cf REQUIRED
PROVIDE (26) CHAMBERS = 279cf PROVIDED W
® \ 5239' i 6 -
6 0'— 4„ \�
61
7� STONE PAVERS ON o
33'- 2 'Iw
SAND BED ABOVE PSD c � o 0
TH z
F-
0 M 0 Q w
04
_ 0m O 0
® �„ WOOD RAIL FENCE A G LINE co o
� � ' w � m o
9 � w
128 . 95 - 0 0
92 8" LLJ
Laci q
CONTROL PANELS MOUNTED
TO SIDE OF BUILDING CARBON FILTER ON 2" VENT PIPE
\ J 18" ABOVE GRADE, 3' MIN. FROM N
O
PLASTIC EON SECONDARY DOORS & WINDOWS
ENCLOSURE
J MOUNTING PAD — HARD WIRE ALL UTILITIES REQUIRE A 5' MINIMUM ^ W
SEPARATION TO THE SEPTIC SYSTEM.
N Q TO CONTROL PANEL 24" TUF-TITE HDPE
1 18" TUF-TITE HDPE FLAT LID OVER I N< W
FLAT LID OVER SAFETY LID
< HOUSE FF 9' AFETY LID
1.25" r�
-� BACKWATER
HEADER
W ' GRADE 8' CHECK VALVE PUMP STATION EQUALIZATION
GRADE 6' VALVE 6" MIN.
,0� GRADE VARIES 6' TO 7.5 OP OF CHAMBER EL. 5'
9
1.E. 6.8'
11 t I "—I.E. 4.8' I.E. � � —BBOT. OF CHAMBER EL. 4' q
W ® v I.E. 4.0, ;w.
—'7 ' I.E. 5' 4.6' k; �:�•1 .�':: .
L t''G "e (2) TRENCHES WITH r1
MIN. 4"0 SDR 35 PVC MIN. 4"0 SDR 35 PVC — pt "r"Y" ""ti+; `' t '�I
0 j. � z
® 12" 5' •;?:�;.•�` r c• INFILTRATOR QUICK4 CHAMBERS r},
PIPE PITCHED PIPE PITCHED ® '�12" c '• { ".i ^`I
WITH SLIP RING CONNECTOR MIN. y.. c'c<;,.,r.,•,;;„, ;•, ;.;N,. ^
o /� ® TO 2' CAST [RON — } � Q ^
(� G fff��� 0 EXTENDING ! ” "P'` M
OUT OF FOUNDATION :r .'.,••.cc.L`.•^"'+ ' ° "°�.w:
HIGHEST EXPECTED GROUNDWATER ELEVATION 1't BACKFILL MIN 4' WITH N
THE IA OWTS TR
CLEANOUT MUST BE INSTALLED ON �J
INLET WASTE LINE ASTM CSAND Z
BELOW TRENCHES Ld
ALL UTILITIES REQUIRE A 5' MINIMUM B'x4'x2O" SLAB EMPTY TANK BUOYANCE 3'x3'xl' CONCLjj O Q W
z SEPARATION TO THE SEPTIC SYSTEM. TOTAL VOLUME 2± CY CEN5 7,210lbs PROVIDE ANTI—FLOATATION HIGHEST EXPECTED GROUNDWATER ELEVATION ( (J z
WEIGHT; 8,000± LBS 1.78CY MIN. CONC SEE DETAIL DETERMINED BY ON SITE TEST HOLE AND u�
O INFORMATION FROM AREA PROPERTIES
\ Lj-j U p 0 O Q
LTJ w
N N N SEPTIC PROFILE ELEV. 4. 1 q
cn
SCALE NTS OL DR BROWN 1 .13' q 0 0 Q
SANDY LOAM O n \ EL
Q 0 w
-SECSW e tt BROWN
SAND 1 .8,
& GRAVEL E
Q ' SITE PLAN WATER IN WATER EL 1 .0
V SCALE 1: 10SAND
SW 6.0' '
s `�•.�� & GRAVEL o
, MSN rO
P o
W
MAY 03, 2020 FN FD m
K. WOYCHUK LS 1uj
� z �
f^ N 0 z
LC)
�8358� ��� � m o Q z
\` RpFESS10NP ,'J w
�C m � Q
o Q 0 o
a �
EN-CONSULTANTS
DI E C E 0 V E
June 28,2021
Glenn Goldsmith, Chairman fl JUN 30 W
Board of Trustees
Town of Southold Southold Town
P.O Box 1179 Boar o Tr to
Southold,NY 11971
Re: Request for FULL BOARD pre-submission site meeting on behalf of Amnon&Kathleen Bar-
Tur, 170 Bay Lane, Orient; SCTM 1000-24-2-26.4
Dear Mr. Goldsmith:
The owners of the above referenced property are in the process of designing and seeking approvals for the
raising, relocation, and expansion of the preexisting dwelling. The renovations will not result in an
increase in the number of bedrooms,but as part of developing the design that will be filed with the Boards
of Zoning Appeals and Trustees, the applicants are considering replacement of the existing conventional
septic system with an UA OWTS. And while asking either Board whether they would prefer to see such
an upgrade would typically be rhetorical, we are interested in hearing the Trustees' pre-application
feedback in this case due to the uniqueness of the site.
Specifically, as indicated on the enclosed draft site plan, the existing septic system is located
approximately 82 feet from the seaward face of the bulkhead adjacent to Orient Harbor, but due to the
various constraints associated with the relocation and expansion of the house, the UA system would need
to be located closer to the waterway, with a minimum bulkhead setback of 52 feet to the future expansion
galleys. Therefore, our question to the Trustees is whether the Board would prefer to see the existing
nonconforming system left in place or replaced with an UA system located despite its closer proximity to
the waterway.
Thus, please accept this letter along with the enclosed conceptual site plan; agent authorization forms;
owner affidavits; and check for $50 payable to the Southold Town Trustees as a request for a pre-
submission site inspection by the entire Board of Trustees. Of course, if the Board feels it can respond
without physically seeing the site,please let us know.
Should you have any questions or wish to be supplied with any additional information in support of our
inquiry,please let me know.
Resp ctfully yours,
Robert . errmann
Coastal Management Specialist ,
Enclosures
1319 North Sea Road I Southampton,New York 11968 1 p 631.283 6360 1 f 631.283.6136 www.enconsultants.com
environmental consulting
EN-CONSULTANTS
TO WHOM IT MAY CONCERN:
This letter will authorize En-Consultants to access my property for the purpose of
evaluating and/or delineating wetlands and other environmental features and/or making
official inquiries on my behalf and/or representing me and acting as my agent for the
purpose of securing regulatory approvals and related matters.
i
r
f �
i
i
Signature
Amnon Bar-Tur
Print Name
Dated
_ 1319 North Sea Road Southampton, New York 11968 p 631283.6360 1 f 631.283 6136 www enconsuN ants corn _
environrrienial consulting
,
ralckw 4=.u�.xt.• th
i:.�'i `ems Rf:-;'.�.:�=•= t=�
EN-CONSULTANTS
TO WHOM IT MAY CONCERN:
This letter will authorize En-Consultants to access my property for the purpose of
evaluating and/or delineating wetlands and other environmental features and/or making
official inquiries on my behalf and/or rcpresenting me and acting as my agent for the
purpose of securing regulatory approvals and related matters.
Signature
Kathleen Bar-Tur
Print Name
/d -
- - Dated
1319 North Sea(toad Southampton,New York 11968 i p 631183.6360 l f 631.283 6136 www.enconsultants.com
envirenrnent@l consulting
Board. of Tru*e Application
AFFIDAVIT
Amnon Bar-Tur BEING DULY SWORN
DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE
DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN
ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT
ALL WORD WILL BE DONE IN THE MANNER SET FORTH IN THUS 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 FREE FROM ANY AND ALL DAMAGES
AND CLAIMS ARISING UNDER OR BY 'VIRTUE 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 ONTO MY PROPERTY TO
INSPECT THE PREMISES IN CONJUNCTION WITH 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 WE'T'LAND OR COASTAL
EROSION PERMIT ISSUED BY THE BOARD OF'TRUSTEES DURING THE TERM
OF THE PERMIT.
E Lj� N/A
Si Oature of Property Owner Signature of Property Owner
Amnon Bar-Tur
SWORN TO BEFORE ME THIS k DAY OF 0,�, c-,e- �'�� , 20'2-6
LNN ANDRES GONZALEZ
Notary Public ublic-State of New YorkO.01GO6395238 in Westchester Countyssion Expires Jul 22,2023
j- Board of Tru 4 Application
AFFIDAVIT
Kathleen Bar-Tur BEING DULY SWORN
DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE
DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN
ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT
ALL WORK WILL BE DONE IN THE MANNER SET FORTH INTHIS 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 FREE FROM ANY AND ALL DAMAGES
AND CLAIMS ARISING UNDER OR BY VIRTUE 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 ONTO MY PROPERTY TO
INSPECT THE PREMISES IN CONJUNCTION WITH 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.
U: GSL t N/A
Signature of Property Owner Signature of Property Owner
Kathleen Bar-Tur
SWORN TO BEFORE ME TFIIS ( DAY OF �c CC-'- L'` , 20 7
J
HERMANN ANDRES GONZALEZ
Notary Public Notary Public-State of New York
NO,016063952-3a
Qualified in Westchester County
My Commiss on Expires Jul 22,2023
i 4{{
sI
�/ .F
i STATEST
{
i V
� wa+ciu�c«in -
i..
—
t
20 ?/ 'z c
21
v I
>Y
5COUNTY OF SUFFOLK co n
.. •, ....._. __ w N SfcnfN NO
t .... • z E
s
P.cal Property T- e ic<ARency a< v s
NO CE
.aB r.ew,.�A:,q ax..Waq 5Y flW�1 W E rnoHerEo M + or aOUTHOLD 02
• � 0tPou<twrciBx taws
r�nK%rt viBrtiw eeu¢,FW tr nt: �vu.
,
< •Y a a=x,rrxx,r>rs 4x�rE,c[ser F - .ro•�"r�^�uca.en