HomeMy WebLinkAbout1000-116.-4-22 OFFICE LOCATION: *OF SO(/ryO MAILING ADDRESS:
Town Hall Annex P.O. Box 1179
54375 State Route 25 Southold, NY 11971
(cor. Main Rd. &Youngs Ave.)
Southold, NY 11971 G ® Telephone: 631 765-1938
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LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
MEMORANDUM
To: Glenn Goldsmith, President
Town of Southold Board of Trustees
From: Mark Terry, AICP
LWRP Coordinator
Date: September 9, 2020
Re- LWRP Coastal Consistency Review of BEACHWOOD ROAD 22, LLC
SCTM# 1000-116-4-22
En-Consultants on behalf of BEACHWOOD ROAD 22, LLC requests a Wetland Permit to demolish
existing two-story dwelling and appurtenances; construct a new 1,650sq.ft. two-story dwelling
(inclusive of a 139sq.ft. entry porch with second story above it), with a 350sq.ft. attached waterside
deck, partially covered with a 137sq.ft. trellis and 3.5' wide, 89sq.ft. steps to grade; construct
174sq.ft. and 532sq.ft. pervious on-grade patios and a 8.5'x8.4' outdoor shower screened with
wood walls; install a 280sq.ft. pervious gravel driveway, masonry steps/curbs, and stepping stone
paths; remove existing septic system and install a new I/A OWTS/sanitary system; install a
drainage system of leaching galley drywells; and truck in approximately 85 cubic yards of fill
material to achieve proposed elevations. Located: 545 Beachwood Road, Cutchogue. SCTM#
1000-116-4-22
The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the
Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards. Based upon the information provided on the LWRP Consistency Assessment Form
submitted to this department, as well as the records available to me, it is my recommendation that
the proposed action is INCONSISTENT with LWRP Policy 6.3 and therefore, INCONSISTENT with
the LWRP.
4.1 Minimize losses of human life and structures from flooding and erosion hazards.
The following management measures to minimize losses of human life and structures
from flooding and erosion hazards are suggested.-
A.
uggested.A. Minimize potential loss and damage by locating development and structures
away from flooding and erosion hazards.
5. Manage development in floodplains outside of coastal hazard areas so as to
reduce adverse environmental effects, minimize the need for future structural
flood protection measures, or expansion of existing protection measures and to
meet federal flood insurance program standards.
The proposed structures are located in FEMA flood zone AE EL 6' and 7 .
The reconstruction, enlargement or addition of structures in Special Flood
Hazard Area where flooding is high risk does not meet this policy.
Structures located within these areas are subject to damage and loss
(repetitive) during storm events.
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Figure 1. Subject Parcel
6.1 Protect and restore ecological quality throughout the Town of Southold.
A. Avoid adverse changes to the Long Island Sound and the Peconic Bay
ecosystems that would result from impairment of ecological quality as
indicated by.-
1.
y.1. Physical loss of ecological components
The removal beneficial plant species to accommodate drainage
(drywells) is unsupported. Survival parameters for planted
vegetation are not provided.
Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its
written determination regarding the consistency of the proposed action.
Cc: Damon Hagan, Assistant Town Attorney
iR�E C E 1 V
SEP 0 8 2020
Southo d Town
EN-CONSULTANTS Planning Board
April 6, 2020
Elizabeth Cantrell n�� MAY
_':...Y`� - l 1
Board of Trustees, Town of Southold 'P.O. Box 1179 2 9 2020
Southold,NY 11971Beachwood Road 22 LLC, 1-4738-04737/00001
Dear Ms. Cantrell:
In response to guidance from the Suffolk County Department of Health Services(SCDHS), the
previously proposed UA sanitary system absorption field consisting of geotextile sand filters has been
replaced with a pressurized system consisting of geotextile mats ("Geomats"). Because the Geomats
occupy a smaller footprint and could thus be rotated roughly 90 degrees while still maintaining
SCDHS-required setbacks, the nearest component of the absorption field can also now be situated 80
rather than 74 feet from the wetland boundary to the north. Reductions in the proposed elevations
associated with the modified sanitary system also allowed the total required fill volume to be
decreased from the previously proposed 150 to 85 cubic yards. In addition to incidental adjustments
to the proposed gravel driveway and masonry steps adjacent to the modified absorption filed, an
additional,unrelated design change is the replacement of the previously proposed 137 sf roof over
the waterside deck with a trellis of the same dimensions. All changes are depicted on the site plan
prepared by Marshall Paetzel Landscape Architecture, last dated March 25, 2020, four(4) copies of
which are enclosed.
Based on this revised site plan, the project description has been revised accordingly as follows:
Demolish existing two-story dwelling and appurtenances; construct a new, 1,650 sf two-story
dwelling(inclusive of a 139 sf entry porch with second story above it) with a 350 sf attached
waterside deck,partially covered with a 137 sf trellis, and 3.5'wide, 89 sf steps to grade; construct
174 sf and 532 pervious on-grade patios and a 8.5'x 8.4'outdoor shower screened with wood walls;
install a 280 sf pervious gravel driveway, masonry steps/curbs, and stepping stone paths; remove
existing septic system and install a new IIA OWTS/sanitary system; install a drainage system of
leaching galley drywells; and truck in approximately 85 cy of fill material to achieve proposed
elevations, all as depicted on the site plan prepared by Marshall Paetzel Landscape Architecture,
last dated March 25, 2020.
Thus,please process and notice our application pursuant to the revised site plan and project
description. Let me know if you have any questions or require any additional information.
Res ectfully yours,
R e . Herrmann
Coastal Management Specialist
1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 1 f 631.283 6136 www enconsultants.com
environmental consulting
Town of Southold
LWRP CONSISTENCY ASSESSMENT FORM
A. INSTRUCTIONS
I , All applicants for permits* including Town of Southold agencies, shall complete this CCAF for
proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This
assessment is intended to supplement other information used by a Town of Southold agency in
making a determination of consistency. *Except minor exempt actions including Building Permits
and other ministerial permits not located within the Coastal Erosion Hazard Area.
2. Before answering the questions in Section C, the preparer of this form should review the exempt
minor action list, policies and explanations of each policy contained in the Town of Southold Local
Waterfront Revitalization Program. A proposed action will be evaluated as to its si nig ficant
beneficial and adverse effects upon the coastal area (which includes all of Southold Town).
If any question in Section C on this form is answered "yes" or "no", then the proposed action will
affect the achievement of the LWRP policy standards and conditions contained in the consistency
review law. Thus, each answer must be explained in detail, listing both supporting and non-
supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and
conditions, it shall not be undertaken.
A copy of the LWRP is available in the following places: online at the Town of Southold's website
(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local
libraries and the Town Clerk's office.
B. DESCRIPTION OF SITE AND PROPOSED ACTION
SCTM# 116 - 4 _ 22 rRECEIVED
S 2020
Sout old Town
PROJECT NAME Beachwood Road 22,LLC oard
The Application has been submitted to (check appropriate response):
Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees
Category of Town of Southold agency action (check appropriate response):
(a) Action undertaken directly by Town agency (e.g. capital ❑
construction, planning activity, agency regulation, land transaction) ❑
(b) Financial assistance (e.g. grant, loan, subsidy)
(c) Permit, approval, license, certification:
Nature and extent of action:
Demolish existing two-story dwelling and appurtenances;construct a new, 1,650 sf two-story dwelling(including a 139 sf entry porch
with second story above it)with a 350 sf attached waterside deck and 3.5'wide,89 sf steps to grade(with 137 sf covered second-story
deck above it);construct 174 sf and 532 pervious on-grade patios and a 8.5'x 8.4'outdoor shower screened with wood walls;install a
pervious gravel driveway,masonry steps,and stepping stone paths;remove existing septic system and install a new UA OWTS/sanitary
system;and install a drainage system of leaching galley drywells,all as depicted on the site plan prepared by Marshall Paetzel
Landscape Architecture,last dated November 22,2019.
Location of action: 545 Beachwood Road,Cutchogue
Site acreage: 11,728 sf
Present land use: Residential,single family dwelling
Present zoning classification: R-40
2. If an application for the proposed action has been filed with the Town of Southold agency, the following
information shall be provided:
(a) Name of applicant: Beachwood Road 22,LLC
(b) Mailing address: c/o Timothy Duffin,Member
19 Broadway,Malverne,NY 11565
(c) Telephone number: Area Code 441-704-5210
(d) Application number, if any:
Will the action be directly undertaken, require funding, or approval by a state or federal agency?
Yes ® No❑ If yes, which state or federal agency? NYSDEC.Tidal Wetlands
C. Evaluate the project to the following policies by analyzing how the project will further support or not
support the policies. Provide all proposed Best Management Practices that will further each policy.
Incomplete answers will require that the form be returned for completion.
DEVELOPED COAST POLICY
Policy 1. Foster a pattern of development in the Town of Southold that enhances community character,
preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and
minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation
criteria.
❑Yes1:1 No ® Not Applicable
Attach additional sheets if necessary
Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP
Section III - Policies Pages 3 through 6 for evaluation criteria
❑ Yes ❑ No ® Not Applicable
Attach additional sheets if necessary
Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See
LWRP Section III - Policies Pages 6 through 7 for evaluation criteria
❑ Yes ❑ No ® Not Applicable
Attach additional sheets if necessary
NATURAL COAST POLICIES
Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP
Section III - Policies Pages 8 through 16 for evaluation criteria
® Yes ❑ No ❑ Not Applicable
The existing non-FEMA-compliant dwelling will be remove and replaced with a FEMA-compliant dwelling,making the structure safer
and better protected from potential flood damage.
Attach additional sheets if necessary
Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III
- Policies Pages 16 through 21 for evaluation criteria
® Yes ❑ No ❑ Not Applicable
See attached addendum.
Attach additional sheets if necessary
Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including
Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22
through 32 for evaluation criteria.
®Yes ❑ No ❑ Not Applicable
BEACHWOOD ROAD 22,LLC
545 BEACHWOOD ROAD
CUTCHOGUE,NY
SCTM#1000-116-4-22
LWRP Policies 5 & 6
The proposed project, which seeks to replace an aging dwelling structure with a new,
modernized, energy-efficient dwelling, will have beneficial ecological impacts as a result of the
project design and incorporated mitigation measures. Specifically, the new dwelling, which will
be raised to a FEMA-compliant base flood elevation, has been designed in approximately the
same location as the existing dwelling with no increase in lot coverage, thereby creating minimal
disturbance outside the presently developed portion of the property; minimal change in existing
drainage and runoff patterns; and little to no encroachment on existing setbacks associated with
the tidal waters of Great Peconic Bay to the south and vegetated tidal wetlands to the north on the
opposite side of Beachwood Road. In fact, most of the dwelling is located more than 100 feet
from wetlands, as the dwelling is located 114 feet from wetlands to the north and 90 feet from
mean high water to the south, the same setback as the existing dwelling. A significant portion of
the house is located outside Chapter 275 jurisdiction entirely. The project also includes
additional mitigation measures designed to further the goals of protecting and improving water
quality and protecting the quality and function of the surrounding shoreline and wetland
ecosystems, consistent with LWRP Policies 5 & 6, including:
a. The existing nonconforming septic system will be replaced farther landward with
a low-nitrogen, innovative/alternative sanitary system (UA OWTS) in the front
yard, where it will remain downgradient of the tidal wetlands to the north and
almost 180 feet from the surface waters of Great Peconic Bay. Unlike
conventional septic systems, the I/A OWTS is designed to significantly reduce
,nitrogen loading into the groundwater and ultimately surface waters by using
aerobic and anaerobic bacteria to convert organic nitrogen to nitrite and nitrate
and then gaseous nitrogen into the atmosphere.
b. A new drainage system consisting of leaders, gutters, and leaching galley
drywells will be installed to collect and recharge roof runoff.
c. The patio areas proposed to the side and front of the new dwelling are designed
as pervious gravel patio areas to minimize impervious surface area and potential
surface runoff.
d. A project limiting fence will be installed to contain site disturbance and potential
surface runoff during construction.
e. Any naturally vegetated area on the waterside of the proposed dwelling that may
be disturbed for the purpose of installing the proposed leaching galleys will be
restored to its pre-construction condition and revegetated with Cape American
beach grass.
See attached addendum.
Attach additional sheets if necessary
Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies
Pages 32 through 34 for evaluation criteria.
❑ Yes ❑ No® Not Applicable
Attach additional sheets if necessary
I
Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous
substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria.
❑ Yes ❑ No ® Not Applicable
PUBLIC COAST POLICIES
Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public
resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation
criteria.
❑ Yes ❑ No® Not Applicable
Attach additional sheets if necessary
WORKING COAST POLICIES
Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in
suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria.
❑ Yes ❑ No ® Not Applicable
Attach additional sheets if necessary
Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary
and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria.
❑ Yes ❑ No ® Not Applicable
Attach additional sheets if necessary
Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62
through 65 for evaluation criteria.
F-1Yes 1:1No ® Not Applicable
Attach additional sheets if necessary
Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP
Section III - Policies; Pages 65 through 68 for evaluation criteria.
❑ Yes ❑ No ® Not Applicable
PREPARED BY TITLECoastal Management Specialist DATEFebmary6,2020
Robert E.Celtgnn
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im. PROPERTY MAP
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W Enx� W� TOWN BUILDING COVERAGE
m os�Y S.C.T.M. 1000-116-04-22
as �m I_z _ 3 TOWN
LOT AREAL SSE BEACH AREA)q ft.
SURVEY OF PROPERTY
�3 , /� (n DESCRIPTION AREA X LOT COVERAGE SIT UA TE
GARAGE-4 STEP) .12 HOUSE
2.9'W. 0 1,290 aq. ft. 13.3%
C U T C H O G U E
f DECKS
a
o INCLUDING PORTIONS OF DECKS 710 s TOWN O F S O U T H O L D
o BY COVERED ROOFS & ARBOR q• ft. 7.3X
& OUTSIDE SHOWER
X , M EtiKM0.4' SUFFOLK COUNTY, NEW YORK
0
x TOTAL 2,000 sq. ft. 20.6X
in S.C. TAX No. 1000- 116-04-09
U � g o
_ �h NYSDEC ADJACENT AREA COVERAGE S.C. TAX No. 1000- 1 16-04-22
Q) 08 t �; ROOF OVER NYSDEC ADJACENT OLLOT 1AREA = 211,728 s . ft.
W WOOD DECK
it 1.2 "� (LOT AREA TO WETLAND BOUNDARY) q SCALE 1 "=30'
i3 DECEMBER 14, 2015
\ Wo }m3 p40 < DESCRIPTION AREA X LOT COVERAGE
NOVEMBER 08, 2018 ADD TOPOGRAPHICAL SURVEY
oa QY ; \� J� HOUSE 1,290 sq. ft. 11.0x MAY 20, 2019 UPDATE
a Lam DECKS
04 3t
Sb o 11.7' F.FLyg �1 \� ° COVEREDGB( ROOFS &ARBORS 710 sq. ft. 6.1%
25.5 x & OUTSIDE SHOWER
�Lla WA W, SLATE WALK, CHIMNEY,
x a ^ R OF OVER ) CONC. PAD & STEPS 410 sq. ft. 3.5x
0 SAW. QDK 0
oqq EC oa n LOT AREA DATA
R a TOTAL
0 3 2,410 sq. ft. 20.6%
o Vi S .C. TAX No. 26,225 sq. ft.
\X I x� ax 1000-116-04-09 0.602 ac.
6) h S.C. TAX No.
pE �EL .1-2I TOWN BUILDING COVERAGE 11,728 sq. ft.
SON vE (E� 7� X� ) I W S.C.T.M. 1000-116-04-09 1000-116-04-22 0.269 ac.
ONE ) XI ( TOWN BUILDABLE LOT AREA = 4,659 sq. ft.
�4 / ,nI (LOT AREA TO WETLAND BOUNDARY) TOTAL 37,983 sq. ft.
Ln -�f \ 0.871 ac.
LLJ Z e� X rnI \�6 DESCRIPTION AREA X LOT COVERAGE
�I �
� I GARAGE 587 sq. ft. 12.6%
o 1000-1 1 s,o��22- s TOTAL 587 sq. ft. 12.sx CERTIFIED TO:
o \___�
B�,CNX�.Z - BEACHWOOD ROAD 22, LLC
xAS MR OFl O NYSDEC ADJACENT AREA COVERAGE FIRST AMERICAN TITLE INSURANCE COMPANY
I __ �1` o S.C.T.M. 1000-116-04-09 HSBC BANK USA, N.A.
K NYSDEC ADJACENT LOT AREA = 4,659 sq. ft.
Z .4 x M H1GN,,,ASR MAR (LOT AREA TO WETLAND BOUNDARY)
I o
I O MEQ DESCRIPTION AREA X LOT COVERAGE
x-U I N f GARAGE 587 sq, ft. 12.6%
0
APRON 35 sq. ft. 0.7%
MEAN HIGH WATER MARK TOTAL
TIDAL WETLANDS BOUNDARY EQUALS 622 sq. ft. 13.3X
LINE OF MEAN HIGH WATER, AS
DETERMINED BY EN-CONSULTANTS, 01/29/19
S 87°47'09" W
TEST HOLE DATA PREPARED IN ACCORDANCE WITH THE MINIMUM
59.27 (TEST HOLE DJG BY.McDONALD GEOSCIF CF, ON DECEMBER 12, 2018 AT Sam) STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
GREAT PEC ONIC BA Y - BY THE H USE. AND APPROVED AND ADOPTED
- FOR SUCH USE BY THE NEW YORK STATE LAND
EL 1.5' MIXED SANG AND LOAMTITLE ASSOCIATIONso-w"--
2.7' ,
+
WATER IN MIXED SAND AND LOAM i .'tr � nf,
3' ; I co, (FEi
NOTES: 4' FEB 1 0 2020 <� �� ,o> . ka .
WATER IN GRAYISH BROWN CLAYEY SAND $C C ,.f ,j; A . s �;,
1. THESE PROPERTIES ARE PART OF ; ..,,;,. .�9
MAP OF MEADOWLAND OF W.G. SCHELKER AND H.S. PALMER f
FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY
WATER IN PALE BROWN FINE SAND
ON MARCH 12, 1927 AS FILE No. 819. SP
2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM cb
tip;`-•-�_:�':��-�''
EXISTING ELEVATIONS ARE SHOWN THUS:•X.X EL. -12.8' r1 t /lt x N.Y.S. Lic No 50467
EXISTING CONTOUR LINES ARE SHOWN THUS:
F.FL. - GARAGE
FLOOR UNAUTHORIZED ALTERATION OR ADDITION Nathan Tait Corwin III
G.FL. - GARAGE FLOOR TO THIS SURVEY IS A VIOLATION OF
SECTION 7209 OF THE NEW YORK STATE
TW - TOP OF WALL EDUCATION LAW.
BW - BOTTOM OF WALL COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor
3. FLOOD ZONE INFORMATION TAKEN FROM:
THE LAND SURVEYOR'S INKED SEAL OR
FLOOD INSURANCE RATE MAP No. 3610300501 H EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VALID TRUE COPY.
ZONE AE: BASE FLOOD ELEVATIONS DETERMINED CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S.
/WAVE ACTION`; ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S.
ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD
BASE FLOOD ELEVATIONS DETERMINED ` / IS PREPARED, AND ON HIS BEHALF TO THE
TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout
4. ALL DWELLINGS WITHIN 150' ARE CONNECTED TO PUBLIC WATER. LENDING INSTITUTION LISTED HEREON, AND
TO THE ASSIGNEES OF THE LENDING INSPHONE (631)727-2090 FOX (631)727-1727
INSTI-
TUTION. CERTIFICATIONS ARE NOT TRANSFEERE ABLE.
THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS
AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16
ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947
BEACHWOOD
I MAY 2 7��0 TIDAL WETLANDS BOUNDARY ROAD 22, LLC
i AS DELINEATED BY
i EN-CONSULTANTS,01/29/19 545 Beachwood Rd
Cutchogue, New York
k r�.
NO ;
♦ X
o" \ N/O/F
N o MARY R. RAYNOR ♦,
DWELLINGG Marshall poetzel
�\m \ (USES PUBLIC WATER) X(?�)11� �N LANDSCAPE ARCHITECTURE
EXISTING WATER LINE PROPOSED 1/A SANITARY SYSTEM QOg�QQ� ' ' NORTH FORK HAMPTONS
\ TO BE REMOVED AS SHOWN BY JEFFREY T. QUO
BUTLER P.E.,P.C.ON'PROPOSED , 5175 Route 48 PO Box 1397
FLOOD LINE SANITARY SITE PLAN' Mattituck,NY 11952 530 Montauk Hwy,#203
PROPOSED UNDERGROUND Ama ansett,NY 1 1930
�-MEAN HIGH WATER MARK �p �Q 1 � g
TIDAL WETLANDS BOUNDARY \ ELECTRIC LINE \ PROPOSED '� X05 X P 2 , phone: (631)209-2410
EQUALS LINE OF MEAN HIGH \5\ `_' EXISTING 2-STORY DWELLING EXISTING TIE WALL PROPOSED MECHANICAL BOX \ EXISTING DRIVEWAY EDGE �OQOS X{3.11 ( fax: (631)315-5000
WATER AS DETERMINED BY WITH ATTACHED DECK AND NEIGHBORS ,)
\ P x i2.-;
?'f°..«) = /> \ email: mail@mplastudio.com
(
EN-CONSULTANTS,01/29/19 APPURTENANCES TO BE �. X \ GARAGE` 244.16
.1)(A ,7)X DEMOLISHED AND REMOVED EXISTING WATER O
N 05o 10 00 E �\
-- METER
SURVEYOR:
X(11.C) ` 10.1' E E -� E E E E E E E -_. E- -" - Nathan Taft Corwin Land Surveyor
- / \ ,
` 'x 8.5'x 2'
PROPOSED PRECAST 4.75 X(5'3) PROPOSED 3.5'X 2T STEPS EXISTING _._ v ____ v -- F '4 I ,
LEACHING GALLEY DRYWELL P. _ -- - s to 1586 Main Road
� ) +PROPOSED v, _ _ -�" - \ ,
" -SEE DETAIL 2 PROPOSED UNCOVERED DECK PROPOSED
---- "- v - -- " - ABSORPTION FIELD 00 Jamesport, NY 11947
X(1.r) ` ' X(;.7} -74'-0" _' Office: ( -
3'-6" 7'-11"
y, 1 I __-_ _. _ - ', N f 3 727 2090
m
" X(7.2` ` 6 - - (5.":)?; - C!1 CJ1 (3 2
X(<1.91 X(_5) r -� - -
- - - - - ( �.i Cn W EX.DRIVEWAY �O
ARCHITECT
PROJECT LIMITING SILT,FENCE I D 1 ( ) EXISTING OVERHEAD�. ,-_ - - I m - TO BE a Meryl Kramer Architect
7 -AREA OF DISTURBANCE=7,100 SF �--� \ I rll X('. 621 477-8736
I , 2" L - - WIRES TO BE REMOVED 61' REMOVED O� ( )-
rn .D 7 - _ I \ m PROPOSED 6"HT. 260 Hortons Lane
Ln �z \ EXI TI GDW LLING
■ jJ ?�` ;2 1 MASONRY STEPS X r3. PO BOX 1600
vI o ANY EXISTING NATURALLY VEGETATED `'( EXISTING CESSPOOLS X( \ PROP.DUNELLI G I Southold, New York 11971
1 %= AREA REQUIRING DISTURBANCE FOR DW- + + I - PROPOSED 280 SF
PROPOSED TWO-STORY TO BE REMOVED(TYP.) :0 TEST HOLE {
D PURPOSES OF INSTALLING THE 6 35 8.3s - \ `I ° I I z I �p
C' m v a PERVIOUS GRAVEL
0\ L - _TT - 4 BR DWELLING (FFEL 8.5') PROPOSED �, I I o a + I W° I LOCATION o
O PROPOSED DRAINAGE SYSTEM WILL BE Go m - DRIVEWAY-SEE ENGINEER:
d PROPOSED TREATMENT UNIT N \ ° o z W DETAIL 1
" RESTORED TO ITS PRE-CONSTRUCTION N STEPPING STONE i I I \ a cP_ Jeffrey T. Butler, P.E., P.C.
CONDITION AND REVEGETATED WITH PROPOSED TRELLIS PROPOSED LIFT "x I O ` (621�-208-8$50
DW-3 OVER FIRST-STORY PROPOSED CATCH PROPOSED 3.5'x 3.7' -- O °' o O_
to CAPE AMERICAN BEACH GRASS(12"O.C.) \ STATION �_ (3,. - PROPOSED WATER
- -Ni_ = m - _- LINE
.L _ t'` °;X I DECK BASIN FOR OUTDOOR _ STEPS ; � m � \, ,,, PO Box 634
r _ 7F SHOWER PIPED TO - _ 5.3+ +3.8 Shoreham, New York 11786
" DRYWELLS v + - O,
M -- -- - -_
� c3' EXISTING
I� �
X(5.,- PROPOSED 4"SDR 35 _ T,. CONCRETE EXISTING APRON PERMITTING CONSULTANT:
rn X ?r 1 i o - I DRAIN PIPE(TYP.) 5.85 - _ 5.85+ UTILITY BOX En-Consultants
DW-4 - - _
( - L_ - PROPOSED - - - -- T�',' \ F
±90' __ PERVIOUS - PROP SED PERVIOUS ❑ O D X{3.31 , 1319 North Sea Road
EXISTING+PROPOSED DWELLING GRAVEL ON-GRADE ON RADE GRAVEL \ /51
X(s.
Southampton, NY 11968
07 _ ______ �____ °' PATIO 174 SF X(5,�` P TIO 532 SF \
�' - I DW-5 w �� - EXISTING (631) 283-6360
L - - -� -_
O _ UTILITY POLE a
X , n
11.2'PROPOSED+ r v 243.46 '�`EXISITING ELECTRIC EXISTING
O OVERHEAD WIRES
I _ W-5" 3^ \ METER
74'-34 EXISTING T47! .1) \ PROPOSED WATER LINE EXISTING GARAGE SITE DATA:
Z - - - - - - - -- - - PROPOSED
!L ` ;; - �� FLUSH MASONRY \ \ GF EL 3.4
..�� � r _ -- - -- - CURB \ PROPOSED STEPPING
(�7," X 1'`1.61 («; r�X PROPOSED 1.2'x 3.7'STEPS \ STONE PATH(TYR) SCTM# 1000-116-04-22
- - \ \ Lot Area: 11,728 SF (or.269 acres)
±179'
\\ PROPOSED SEPTIC :I PROPOSED STEPPING ` Zone: R-40
STONE PATH(TYP.) PROPOSED 139 SF
PORTION OF SECOND
_ STORY OVER ENTRY EXISTING
" W PROPOSED 8.5'X 8.4'WOOD PORCH
S000 30�� ` ', WALL TO SCREEN N/O/F \ GRAVEL
- ` PROPOSED OUTDOOR ` ROADWAY
SHOWER MARGARET REINHARD
DWELLING
PROPOSED FLUSH \ � NOTES:
MASONRY CURB (USES PUBLIC WATER)
1. Existing conditions based on survey
\ � prepared by Nathan Taft Corwin, Land
Surveyor dated 12/14/2015 and revised
4" DIA. SDR 35 PVC TOP OF DRYWELL \ 05/20/2019.
PROPOSED PIPE 2% MIN. SLOPE = EL 6.0 MINIMUM 2. This drawing is for the purpose of
I DOWNSPOUT (TYPICAL) obtaining permits only. NOT FOR
FROM HOUSE PROPOSED GRADE= EL. 6.30 MINIMUM ` G CP, CONSTRUCTION.
EXISTING WOOD JETTY w 3. Unauthorized alteration of this plan is a
LAWN/PLANTING AREA \ o` violation of NYS Education Law.
3.. O_ 4. Existing lot coverage calculated by
� g x5" RAW STEEL EDGING -
WELD STAKES + CORNERS (2'- I" REVEAL) 6"TRAFFIC BEARING ( 2)X Nathan Taft Corwin, Land Surveyor dated
1 DEPTH OF
p p p p p p p p p CONCRETE SLAB COVER 05/20/2019.
8'CRUSHED GRAVEL 0 0 TYPICAL
O REVISIONS
+++++++++++++++++++ + + + + + + +
DATE DESCRIPTION
+ � 01� 0000 � �
+ + + + + + + +.++++++++++++++++++ 6" LAYER OF PERVIOUS NATURAL STONE
+ + +++++++++++ + + + + + + + + O 11/22/2019 DIMENSIONS ADDED-MHW TO
+ + + + + + + + + + + BLEND BASE (4'- 1"CRUSHED STONE) O 0 4.75'x 8.5'x 2' PROPOSED DWELLING AND FRONT
+ + + + + + + + + + + + + + + + + +
17-11 17-1 17-1O 0 0 LEACHING GALLEY PROPERTY LINE TO EXISTING DWELLING
_ -'- - DRYWELL Q 03113/2020 TRELLIS OVER FIRST STORY DECK
_ i� _ COMPACTED SUBGRADE 03/25/2020 SANITARY SYSTEM,SPOT ELEVATIONS+
- -- - O CONTOURS,SIZE OF DRIVEWAY,
QUANTITY OF MASONRY ONRY STEPS AND
AMOUNT F IL
O FILL
#4 REBAR P 4 "
S ACED 8 ON CENTER
AND SET 36"DEEP, WELDED TO EDGING Z O
CV
`^- s e a I
GROUNDWATER- !' �,NDSCA,�,
ELEV_ 1.5'._._._._._. _._._._._._._._._._._._._._._.-- -/ Q ��O�arsha/j',,,; p, �
co ems~
LEACHING GALLEY DRYWELL
� n
NOTE APPROXIMATE AMOUNT
@4P1,CA1
setion Not tosca►e _ 'I
PERVIOUS GRAVEL DRIVEWAY
OF FILL REQUIRED=85 CUBIC
YARDS OF LOCALLY SOURCED section Not to Scale d'�. X0018 A-�` Q�
CLEAN BANK RUN SAND +GRAVEL EXISTING TOWN BUILDING COVERAGE EXISTING COVERAGE WITHIN DEC ADJACENT AREA DRAINAGE CALCULATIONS +STRUCTURE SCHEDULE T` OF NE`Ny0
Buildable Land(Landward of Limit of Beach) 9,710 SF Adjacent Area(Landward of Tidal Wetlands Boundary) 11,728SF Drainage
Structure Size Elevation Invert In Invert Out TITLE:
LEGEND
House 1,290 SF House 1,290 SF
Decks, including portions of decks covered 710 SF 2►000 SF Decks, including portions of decks covered 710 SF 2,410 SF Zone 1:2,103 SF(2,103 SF 2 Story House including decks, porches+steps)
-- PROPERTY LINE � MEAN HIGH WATER MARK TEST HOLE DATA by roofs&arbor&outside shower by roofs&arbor&outside shower .
(TEST HOLE DUG BY McDONALD GEOSCIENCE ON DECEMBER 72, 2018 AT Sam) Slate Walk, Chimney, Conc. Pad&Steps 4105E 2,103SFx 2"rainfall (.167') =352 CF required SITE PLAN
+ 7s.o PROPOSED SPOT ELEVATION - E PROPOSED ELECTRIC LINE EL. 4.2' o. Total Existing Coverage 2,000 SF or 20.6% (5) leaching galley drywells(80.75 CF each) provided=403.75 CF provided
>`i7 EXISTING SPOT ELEVATION MIXED SAND AND LOAM Total Existing Coverage 2,410 SF or 20.6% DW- I 14.75'x 8.5'x 2'depth
EL. 1.5'
PROPOSED CONTOUR WATER IN MIXED SAND AND LOAM
2.7 DW-2 4.75'x8.5'x2'depth
Fs- SILT FENCE 3' DW-3 4.75'x 8.5'x 2'depth
EXISTING CONTOUR PROPOSED TOWN BUILDING COVERAGE PROPOSED COVERAGE WITHIN DEC ADJACENT AREA
DW-4 4.75'x 8.5'x 2'depth
4 Buildable Land (Landward of Limit of Beach) 9,710 SF Adjacent Area(Landward of Tidal Wetlands Boundary) 11,728 SF DW-5 4.75'x 8.5'x 2'depth
LANDWARD LIMIT OF BEACH r i PROPOSED SEPTIC
WATER IN GRAYISH BROWN CLAYEY SAND SC 403.75 CF provided 0 5 10
LANDWARD LIMIT OF BEACH OUTLINE OF EXISTING 2 Story House 1,650 SF 2 Story House 1,650 SF
100'SETBACK STRUCTURES TO BE REMOVED Covered Second-story Deck 137 SF 2,000 SF Covered Second-story Deck 137 SF NORTH
1 WATER IN PALE BROWN FINE SAND SP Uncovered Deck 213 SF Uncovered Deck 213 SF 2,335 SF Scale 1"=10'-O"
NORTHERLY TIDALWETLANDS rPROPOSED WATERLINE Steps @ Uncovered Deck 89 SF DRAWN BY:
BOUNDARY �
Total Proposed Coverage 2,000 SF or 20.69,16 Steps to Entry Porch 14 SF T.K NNISTON
EL. -12.8' 17' Stepping Stones 232 SF CHECKED BY: SP-1
NORTHERLY TIDAL WETLAND -- �1 EXISTING WATERLINE TBR pp g S.PAETZEL v
BOUNDARY 100'SETBACK DATE:2019.09.23
REVISED:2020.03.25 SHEET 1 OF 1
Total Proposed Coverage 2,335 SF or 19.9•