HomeMy WebLinkAbout1000-81.-3-19.7OFFICE LOCATION:
Town Hall Annex
54375 State Route 25
(cor. Main Rd. & Youngs Ave.)
Southold, NY 11971
LING ADDRESS:
P.O. Box 1179
Southold, NY 11971
V
Telephone: 631 765-1938
OCAL WATERFRONT REVITALIZATION. PROGRAM.
TOWN OF SOUTHOLD
L
MEMORANDUM
To: John Bredemeyer, President
Town of Southold Board of Trustees
From: Mark Terry, Principal Planner
LWRP Coordinator
Date: February 10, 2015
Re: Proposed Wetland Permit for NH SAG, LLC
SCTM# 1000-81-3-19.7
En -Consultants on behalf of NH SAG, LLC requests a Wetland Permit to demolish and remove
existing two-story dwelling and construct new one and two-story, single-family dwelling with a
t7,871sq.ft. footprint including three porches; construct t6' wide steps off each porch; construct
1,439sq.ft. patio and 512sq.ft. swimming pool with spa; construct 4' high retaining wall and pool
enclosure on east side of dwelling; install pool equipment and dedicated drywell for pool backwash;
install drainage system of leaders, gutters and drywells; install pervious stone driveway extension;
and establish a 10' wide non -turf buffer adjacent to top of bank. Located: 2100 Paradise Point
Road, Southold. SCTM# 81-3-19.7
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 CONSISTENT with the LWRP policies and therefore is CONSISTENT with
the LWRP provided that the Board:
1. Clarify the regulated natural feature. The top -of -bank is the most landward regulated natural
feature. Chapter 275 defines a SETBACK as the minimum distance by which any building,
structure or operations must be separated from a wetland boundary, coastal erosion hazard
line or bluffs.
2. In addition to the 10' wide non -turf buffer, establish a natural vegetated buffer incorporating
existing vegetation (trees). A recommended definition for the natural vegetated buffer is as
follows: A land area of a certain length and width where existing vegetation occurs prior to
the commencement of any grading or clearing activity.... Maintenance activities within the
buffer are limited to removing vegetation which is hazardous to life and property, trimming
tree limbs up to a height of 15 feet to maintain viewsheds, replanting of vegetation and
establishing a four -foot -wide access path constructed of pervious material for access to the
water -body.
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: Lori Hulse, Assistant Town Attorney
r r_.-
• Town -of Southold
LWRP CONSISTENCY ASSESSMENT FORM
A. INSTRUCTIONS
1. A II applicants for perm its' including Town of Southold agencies, shall Pianlia r
proposed actions that are subject to the Town of Southold W a t e r f r o n t Consistency R e V i C w Law, This
assessm ent is intended to supplem ent other inform ation used by a T ow n of Southold agency in
m a k in g a d e t e r m in alio n o f co n s i s t e n c y, *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 significant
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 sunaorting 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 I'
�r
SCTM# 81 - 3 _ 19.7
t
JAN 2 2 '^'5
PROJECT NAME NH SAG, LLC
The Application has been submitted to (check appropriate response): L—_ I
.
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 and remove existing two-story, single family dwelling and construct new, two-story, single-family dwelling (equipped with
new sanitary system located outside Chapter 275 jurisdiction), swimming pool, spa, patio, and retaining walls; install drainage system of
leaders, gutters, and drywells, including dedicated drywell for pool backwash; install pervious stone driveway extension; abandon
existing cesspool located within 100' of freshwater wetlands (and locate new sanitary system outside Chapter 275 jurisdiction); and
establish a 10' wide nonturf buffer adjacent to top of bank, all as depicted on the site plan prepared by Nathan Taft Corwin III Land
Nunemaker, Amanda
From: Robert Herrmann <rherrmann@enconsultants.com>
Sent: Monday, January 26, 2015 4:18 PM
To: Nunemaker, Amanda; Cantrell, Elizabeth
Subject: RE: NH SAG LLC
Amanda/Liz, below is the revised project description as discussed. I did not add the proposed retaining wall and steps
located to the west of the house because those structures are by any measure located well outside the Trustees'
jurisdiction. In fact, most of what is proposed is located outside the Trustees' jurisdiction using the seawall/landward
edge of beach as the origination point for their jurisdiction, but to be safe when preparing the application, I assumed the
possibility the Trustees would use the top of bank as the jurisdictional starting point.
"Demolish and remove existing two-story, single family dwelling and construct new, one and two-story, single-
family dwelling (±7,871 sf footprint, including three porches), which shall be equipped with new sanitary
system located outside Chapter 275 jurisdiction; construct +6' wide steps off each porch; construct 1,439 sf
patio and 512 sf swimming pool with spa; construct 4' high retaining wall and pool enclosure on east side of
house, install pool equipment and dedicated drywell for pool backwash; install drainage system of leaders,
gutters, and drywells; install pervious stone driveway extension; abandon existing cesspool located within 100'
of freshwater wetlands (and locate new sanitary system outside Chapter 275 jurisdiction); and establish a 10'
wide nonturf buffer adjacent to top of bank, all as depicted on the site plan prepared by Nathan Taft Corwin III
Land Surveyor, last dated January 26, 2015."
From: Nunemaker, Amanda [mailto:Amanda.Nunemakerc&town.southold.ny.us]
Sent: Friday, January 23, 2015 12:24 PM
To: Robert Herrmann (rherrmannCa)enconsultants.com)
Subject: NH SAG LLC
Hey Rob!
I'm putting together the application for the NH SAG LLC and need the project description slightly modified to include the
following:
1) Include the pool fence and height & pool equipment area
2) Include the (3) porches with steps and approx. sizes
3) Dimensions/sq.ft. of pool, spa, patio
4) Size of new house
5) Specify location of retaining walls and heights
I know, I know... overkill. Thank you @
.r1 n?,cvn&z .Nunejna.ker
Southold'] -own Boardof llrustees
Phone: 631-765-1892 _Tax: 631-765-6641
Location of action: 2100 Paradise Point Road, Southold
Site acreage: 5.9 acre
Present land use: Residential, single family dwelling
Present zoning classification: R-80
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: NH SAG, LLC
(b) Mailing address: c/o Michael J. Sciarrino, Manager
200 East Canton Avenue, Suite 300, Winter Park, FL 32789
(c) Telephone number: Area Code 407-775-0725
(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?.
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.
❑ Yes ❑ 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
To the extent that it is applicable, the project is consistent with Policy 3 because the landward relocation of the dwelling and expansion
of the naturally vegetated non -turf buffer in place of existing lawn areas situated closest to the bay will enhance the scenic quality along
this developed shoreline.
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
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
In association with the removal of the existing dwelling and construction of the proposed dwelling, a drainage system of leaders, gutters,
and drywells conforming to current code requirements will be installed to collect roof runoff, and a dedicated drywell will also be
installed to capture pool backwash. By also reducing lawn areas and increasing the setback of lawn areas from wetlands by enhancing
the existing naturally vegetated buffer with an additional 10' wide, approximately 3,146 square -foot nonturf buffer that can serve both as
a sink and filter for stormwater runoff and contaminants along the top of the bank, the quantity of runoff reaching the adjacent tidal
waters will be decreased and the quality of runoff will be improved through a reduced concentration of potential fertilizers, pesticides,
and insecticides. Therefore, water quality and supply will be both protected and potentially improved as a result of the mitigation
measures associated with the proiect.
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
LWRP ADDENDUM
FOR
NH SAG, LLC
2100 PARADISE POINT ROAD
SOUTHOLD, NY
SCTM#1000-81-3-19.7
Policy 6
The proposed dwelling, which is located entirely in a FEMA designated Zone X, is
proposed to be set back at its closest point at least 137 feet from the tidal wetlands
boundary—here the high water line associated with Southold Bay—with the proposed
retaining wall on the seaward side of the dwelling located approximately 120 feet from
wetlands. As the existing dwelling to be demolished and removed is located
approximately 111 feet from high water, the project will result in a 26' increase to the
existing wetlands setback to the dwelling. However, because the location of the high
water line is of course dynamic in nature and the limit of the regulated "beach" occurs
along the face of the existing concrete seawall, the new dwelling and associated
swimming pool and patio have in fact been designed to be located at least 100 feet or
more landward of the seawall such that they would be more than 100 feet from the
surface waters of Southold Bay even if the beach were to erode back to the seawall over
the long term. The proposed dwelling would be set back farther from wetlands than the
neighboring dwelling to the south, and lot coverage of Town defined "Buildable Land"
will increase only to 5.5% as a result of the project. Additional mitigation measures are
also included in the project design to offset any potential impacts of the proposed
construction activities and to improve upon existing site conditions to create a net
environmental benefit upon project completion. Specifically, a drainage system of
leaders, gutters, and drywells will be installed to collect roof runoff, and a 10' wide,
approximately 3,146 square -foot nonturf buffer that can serve both as a sink and filter for
stormwater runoff and contaminants will be established along the top of the bank.
Together with the naturally vegetated embankment, the proposed buffer will increase the
overall size of the buffer landward of the concrete seawall to a width of nearly 50 feet
and an area of approximately 14,200 square feet. By thus reducing lawn areas and
increasing the setback of lawn areas from wetlands, the quantity of runoff reaching the
adjacent tidal waters will be decreased, and the quality of runoff will be improved
through a reduced concentration of potential fertilizers, pesticides, and insecticides,
thereby providing a net benefit to surface water quality. Additionally, groundwater and
ultimately surface water quality will benefit from the landward relocation and upgrade of
the existing sanitary system, though the septic system will be located outside Chapter 275
jurisdiction. Thus, as a result of the project design and mitigation measures, the project
will be consistent with Policy 6.
' See att9ched.
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
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.
❑ Yes ❑ No ® 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
Amended on 811105
TITLE Coastal Mgmt. Specialist DATEJanuay 1a, 2015
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NH SAG, LLC, 2100 PARADISE POINT ROAD, SOUTHOLD
Figure 3. Looking southwest from beach at existing (and adjacent) concrete seawall.
Figure 4. Looking northwest from beach at existing (and adjacent) concrete seawall.
IN
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FRESHWATER WETLANDS BOUNDARY
AS DELINEATED By ENCONSULTANTS
SEPTEMBER 9, 2014
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ARB AE CH ROAD
CED
EXISTING LOT COVERAGE OVER TOWN
DEFINED "BUILDABLE LAND" (234,877 sq. ft.)
DESCRIPTION
AREA
% LOT COVERAGE
FRAME HOUSE
2,835
sq.
ft.
1.2%
(2) PORCHES
145
sq.
ft.
0.1%
FRAME BARN
955
sq.
ft.
0.4%
FRAME BOAT HOUSE
333
sq.
ft.
0.1%
FRAME BATH HOUSE
264
sq.
ft.
0.1
WOOD DECK
628
sq.
ft.
0.3%
FRAME SHED
90
sq.
ft.
0.1%
ROOF OVER SLATE
182
sq.
ft.
0.1%
TOTAL EXISTING
5,432
sq.
ft.
2.4%
TEST HOLE DATA
(TEST HOLE DUG BY McDONALD GEOSCIENCE ON DECEMBER 18, 1996)
BOTTOM OF
SANITARY LEACH
GR01
EL. 28.0' O'
BROWN LOAM OL
t'
' ' PALE BROWN SILT ML
• 4.
kLE BROWN FINE
) COARSE SAND SW
28'
ATER IN PALE BROWN
NE TO COARSE SAND SW
34' OWN�LLf
LoT O LLI
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l o
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\ o Sq ,
PROPOSED LOT COVERAGE OVER TOWN
DEFINED "BUILDABLE LAND" (234,877 sq. ft.)
DESCRIPTION
AREA
% LOT COVERAGE
HOUSE WITH PORCHES
7,871
sq.
ft.
3.4%
POOL AND SPA
512
sq.
ft.
0.2%
FRONT ENTRY
432
sq.
ft.
0.2%
PATIO
1,439
sq.
ft.
0.6%
FRAME BARN
955
sq.
ft.
0.4%
FRAME BOAT HOUSE
333
sq.
ft.
0.1 %
FRAME BATH HOUSE
264
sq.
ft.
0.1%
WOOD DECK
628
sq.
ft.
0.3%
FRAME SHED
90
sq.
ft.
0.1%
ROOF OVER SLATE
182
sq.
ft.
0.1%
TOTAL PROPOSED
12,706
sq.
ft.
5.5%
ATO TES:
1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM
EXISTING ELEVATIONS ARE SHOWN THUS:25.o
EXISTING CONTOUR LINES ARE SHOWN THUS:-
F.FL. - FIRST FLOOR
G.FL. - GARAGE FLOOR
TIN - TOP OF WALL
B. W. - BOTTOM OF WALL
2. MINIMUM SEPTIC TANK CAPACITIES FOR 8 BEDROOM HOUSE IS 2,000 GALLONS.
1 TANK; 5' DEEP, 10 DIA.
3. MINIMUM LEACHING SYSTEM FOR 8 BEDROOM HOUSE IS 600 sq ft SIDEWALL AREA.
2 POOLS; 12' DEEP, 8' dia.
�1� PROPOSED EXPANSION POOL
PROPOSED LEACHING POOL
OPROPOSED SEPTIC TANK
0
4. MINIMUM SEPTIC TANK CAPACITIES FOR ACCESSORY APARTMENT IS 1,000 GALLONS.
1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP
5. MINIMUM LEACHING SYSTEM FOR ACCESSORY APARTMENT IS 300 sq ft SIDEWALL AREA.
1 POOL; 12' DEEP, 8' dia.
PROPOSED EXPANSION POOL
OPROPOSED LEACHING POOL
PROPOSED SEPTIC TANK
6. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD
OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS.
7. EXISTING SEPTIC SYSTEMS STRUCTURES SHALL BE PUMPED CLEAN AND EITHER
REMOVED OR FILLED WITH CLEAN SAND IN ACCORDANCE WITH S.C.D.H.S. STANDARDS.
8. NO ADDITIONAL FILL TO BE TRUCKED IN. ALL REQUIRED FILL TO BE OBTAINED FROM ONSITE
EXCAVATIONS FOR PROPOSED CONSTRUCTION AND SEPTIC SYSTEMS.
9. FLOOD ZONE INFORMATION TAKEN FROM:
FLOOD INSURANCE RATE MAP No. 36103CO167 H
ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION);
BASE FLOOD ELEVATIONS DETERMINED
ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN.
10. GROSS FLOOR AREA OF MAIN HOUSE IS 8,003 sq. ft.
GROSS FLOOR AREA OF ACCESSORY APARTMENT IS 819 sq. ft.
SURVEY OF
LOT 2
MAP PREPARED FOR
JOHN PETROCELLI & JOAN PETROCELLI
FILE No. 9443 FILED DECEMBER 20, 1993
SITUATE
BAYVIEW
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-81 -03-19.7
SCALE 1 "=30'
JULY 28, 2014
NOVEMBER 20, 2014 ADD PROPOSED HOUSE
DECEMBER 29, 2014 REVISE PROPOSED HOUSE
JANUARY 26, 2015 MODIFY HEIGHT OF PROPOSED RETAINING WALL
TOTAL AREA = 256,873 sq. ft.
(TO TIE LINE) 5.900 cc.
UPLAND AREA = 234,877 sq. ft.
WETLANDS AREA = 21,996 sq. ft.
CER TIFIED TO:
NH SAG, L.L.C.
FIDELITY NATIONAL TITLE INSURANCE COMPANY
BRIDGEHAMPTON NATIONAL BANK
DRAINAGE SYSTEdf CALCULATIONS:
PROPOSED MAIN HOUSE: 7,871 sq. ft.
7,871 sq. ft. X 0.17 = 1338 cu. ft.
1338 cu. ft. / 42.2 = 32 vertical ft. of 8' dia. leaching pool required
PROVIDE (6) 8' dia. X 6' high STORM DRAIN POOLS
PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: O
BARN/ ACCESSORY APARTMENT: 955 sq. ft.
955 sq. ft. X 0.17 = 162 cu. ft.
162 cu. ft. / 42.2 = 3.8 vertical ft. of 8' dia. leaching pool required
PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOLS
PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 0
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JAN 302015
UNAUTHORIZED ALTERATION OR ADDITION
TO THIS SURVEY IS A VIOLATION OF
SECTION 7209 OF THE NEW YORK STATE
EDUCATION LAW.
COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL OR
EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VALID TRUE COPY.
CERTIFICATIONS INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY
IS PREPARED, AND ON HIS BEHALF TO THE
TITLE COMPANY, GOVERNMENTAL AGENCY AND
LENDING INSTITUTION LISTED HEREON, AND
TO THE ASSIGNEES OF THE LENDING INSTI-
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE
THE EXISTENCE OF RIGHT OF WAYS
AND/OR EASEMENTS OF RECORD, IF
ANY, NOT SHOWN ARE NOT GUARANTEED.
PREPARED IN ACCORDANCE WITH THE MINIMUM
STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
BY THE L.I.A.L.S. AND APPROVED AND ADOPTED
FOR SUCH USE BY THE IJEy✓ YORK STATE LAND
TITLE ASSOCIATION.
Alz
N.Y.S. Lic. No. 50467
'14-1 37A