HomeMy WebLinkAbout1000-66.-2-12 & 13 OFFICE LOCATION: 01 MAILING ADDRESS:
Town Hall Annex P.O. Box 1179
54375 State Route 25 Southold, NY 11971
(cor. Main Rd. &Youngs Ave.) N
S � � �p Telephone: 631 765-1938
Southold, NY 11971
Fax: 631 765-3136
COUNT`I
LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
MEMORANDUM
To: Michael Domino, President
Town of Southold Board of Trustees
From: Mark Terry, LWRP Coordinator
Date: December 7, 2017
Re: LWRP Coastal Consistency Review for KATHRYN A. CAMPBELL
SCTM# 1000-66-2-12 (Dominant) & 1000-66-2-13 (Servient)
Eileen Powers on behalf of KATHRYN A. CAMPBELL requests a Wetland Permit to rehabilitate
and upgrade an existing driveway located within an easement by installing a ±85 linear foot long by
2' high (maximum) retaining wall with a top of wall elevation at 5.20 along the seaward edge of
driveway; along landward edge of driveway install 50 linear feet of 8" diameter perforated
corrugated polyethylene pipe with an area drain at westerly end, 25 linear feet of 8" diameter
perforated corrugated polyethylene pipe with an area drain at easterly end, and an area drain
installed in between the two pipes in order to contain storm water runoff along the driveway; and fill
and resurface driveway in-kind while providing a minimum 10' drive width throughout using clean
gravel; and to install and maintain a line of hay bales and/or silt fencing along the limits of
disturbance area during construction. Located: 570 Hippodrome Drive & 500 Hippodrome Drive 10'
wide Right of Way, Southold. SCTM# 1000-66-2-12 (Dominant) & 1000-66-2-13 (Servient)
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 action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the
LWRP.
Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its
written determination regarding the consistency of the proposed action.
Town of Southold El LWRP CONSISTENCY ASSESSMENT FORMA. INSTRUCTIONS
1. 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 sinificant
beneficial and adverse,effects upon the coastal Area(which includes all of Southold Town).
3: 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 explaincd 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# - ott (o. - O�,6U O I Q�COG 1G�3.crop
PROJECT NAME
The Application has been submitted to(check appropriate response):
Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees
1. 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: u
t I v 0 e!a ()Ae- CLC-\ -e)ti S b Vt.cj Tew J V�4U� /.ooaw
,V,4J 'VIP, Q AVkps dV-CuV1CLV,,
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Location of action: . ('
Site acreage: c G 3 (—Q as C J o�
Present land use: Dq-k vi�W�-� W c'-�
Present zoning classification:-9.
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: E, kR"e,,,l
(b) Mailing address: �S� CGr�-It►� -2. �Q Qy- k-20.6 j j�l0 '
(c) Telephone number: Area Code( (,�O
(d) Application number,if any:
Will the action be directly undertaken,require funding, or approval by a state or federal agency?
Yes Z"No ID If yes, which state or federal agency? NH53OC-C. ('Ckp-Qd 0 at)I S7
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-Pol' ies Pages 3 through 6 for evaluation criteria
F1 Yes 1:1 No Not Applicable
Attach additional sheets if necessary
Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See
LWRP ection 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
t
Sectio 'III—Policies Pages 8 through 16 for evaluation criteria
1—i Yes ❑ No ❑ Not Applicablefr
.n � p'l� Gu' Sc�.t-�. �/�cv�, cc �
n `�►u_ 11 re. ' vr�ll 0.Ci Vo� S'�c�� c�
tl
A\h , I LL k n r Nit,.-,—
(N C&i
—1 1�_ N3-t b«--Q— ISG
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 througly2l for evaluation criteria
❑ Yes ❑ No Not Applicable
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
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 a _aluation 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.
❑ Ye,0 No IM/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. SeeWRP Section III—Policies; Pages 47 through 56 for evaluation criteria.
❑ Yes F-1NoNot 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'oration ation criteria.
E] Yes 1:1 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;�Yages 65 through 68 for evaluation criteria.
❑ Yes ❑ No 9 Not Applicable
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Notes:
General ^
1. THE WORK OUTLINED ON THESE PLANS IS SUBJECT TO THE CONDITIONS OUTLINED IN THE NYS DEC
\ PERMIT.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES
SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.
\\ /' 3. LAWN AREAS DISTURBED DURING CONSTRUCTION SHALL RECEIVE 4 INCHES LOAM AND SEED.
Engineering, Surveying &
t / 4. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK Landscape Architecture, PC
WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY
��,• DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. 100 Motor Parkway
r' Suite 135
5. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND
APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE Hauppauge, NY 11788
WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS. DO
F
'Po� NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT APPROPRIATE 631.787.3400
PERMITS.
s / 6. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL
BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.
7. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE
RESPONSIBLE FOR CLEANUP REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS.
8. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO OWNER.
�PSGF���F 9. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE
O
IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY,
AT NO COST TO OWNER.
10. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND MARKING ANY UNDERGROUND UTILITIES THAT
\ MAY BE PRESENT PRIOR TO CONSTRUCTION. ANY CONFLICTS FOUND SHALL BE REPORTED TO THE
ENGINEER PRIOR TO CONTINUING WITH WORK.
V�
11. RIM ELEVATIONS FOR AREA DRAINS SHALL BE SET FLUSH WITH GRADE.
0.
12. PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING
CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR. ALL ELEVATIONS
\ AND BENCH MARKS USED FOR CONSTRUCTION SHALL BE SET AND CHECKED BY A LICENSED LAND
SURVEYOR.
13. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS AT
INTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TO DRAINAGE
\ , OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND
PROPOSED FACILITIES.
\ " AREA DRAIN 3 O
RIM 5.0 14. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT
INV. 3.10 NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE
A .4
CONTRACTOR SHALL REFER TO THE DETAIL SHEET 2� DIMENSIONS MANUFACTURERS" LITERATURE SHOP, � 0.y �� \ ,�, \ moi•
DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT
/' \ `• \ '9 FEATURES.
' J , /,- ` 20., 50 LF 8"
/y PERFORATED CPP \ 15. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND
1 .\ AREA DRAIN 2 DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT
RIM 5.0 O FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE
f• "` o\ INV. 3.10
\ 25 LF 8" PERFORATED CPP SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.
\ <R \ A (CORRUGTED POLYETHYLENE PIPE)
16. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCOR)f;NCE WITH APPLICABLE FEDERAL,
LF 2' HIGH
RET TOP
RETAINING WALL TOP STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES.
" RET
°\. \ OF WALL ELEV. 5.20
9 5' EASEMENT AREA DRAIN 1 RIM 5.0 Erosion Control
rcg
d INV. 3.10 S �a
- 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE
\IQ=T AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS
IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT.
9,\ 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND REMOVE SEDIMENT
LIMITS OF CLEARING, GRADING AND �q, F�° �� "' THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND DISPOSE
GROUNDDISTURBANCE; EROSION AND
SEDIMENT CONTROL CONSISTING OF \� OF SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE
SEDIMENT � ° �
STRAWBALES AND/OR SILT FENCING TO STRUCTURES AND PROTECTED AREAS.
BE INSTALLED AND MAINTAINED ALONG \ �° �
THE LIMITS OF DISTURBANCE DURING 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION
CONSTRUCTION / \ LAND SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS CAUSED BY -
WARD EDGf of TIDAL werLANDs p p WATER, WIND, OR DIRECT DEPOSIT. S / O H I od rome Driv
e
4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED
CONSTRUCTION NOTES: FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZED TO PREVENT Driveway Repair
GRAVEL DRIVE WITHIN RIGHT 1. ALL WORK To REMAIN WITHIN ACCESS EASEMENT AND EROSION.
ON OWNER'S PROPERTY.
OF WAY TO BE RESURFACED 2. EXISTING WETLANDS VEGETATION WILL BE PRESERVED
IN KIND; PROVIDE MINIMUM TO THE MAXIMUM EXTENT PRACTICABLE AND ANY SUCH 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER,
10' DRIVE WIDTH VEGETATION REMOVED WILL BE REPLACED (SEE CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND
THROUGHOUT PLANTING SCHEDULE).
3. THERE IS NO INCREASE IN IMPERVIOUS SURFACE DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. Southold, NY
0
n PROPOSED. No. Revision Date Appvd.
1 REVISED PER DEC COMMENTS 3/12/15 AVL
Existing Conditions Information
< Iz W z w 2 SECTION A-A PER DEC'COMMENTS 5/14/15 AVL
<z �<z 1. BASE PLAN: THE EXISTING FEATURES SHOWN WERE DETERMINED BY AN ACTUAL FIELD SURVEY
;�m m CONDUCTED BY NATHAN TAFT CORWIN III LAND SURVEYOR LAST DATED DECEMBER 10, 2014.
IL m IZ� ,ZP
N ■<� '<�
J 0 PROPOSED WALL J
O SEE CONSTRUCTION 3 1 U z I oz
EXISTING WOOD EXISTING GRADE
NOTE NUMBER 2 9 0 0 o 100 0p DRIVEWAY EDGE AT NEIGHBORING�' of � TO REMAIN PROPERTY Designed by Checked by
J F cn 0 PROPOSED PROPOSED 10
o < =I-o UNDERDRAIN PIPE GRADE o CS AVL
7 F :a INV. = 3.10 < - -
Issued for Date
• December 16, 2013
0 6 I ` � _ - - _ - - - 6 PlantingSchedule:
z ' 2.% SLOPE MAX.
o O 5 VARIES - _ - - - -- - 5 O
Village and DEC Approval
1 MIN. - - Legend g pp
_ _ - - - -
Q 4 \I�' 4
~ > 3 \I / 3 WHERE VEGETATION IS REMOVED, ALL OR SOME OF THE NATIVE SPECIES ® o
LL1 I W LISTED BELOW (OR SIMILAR NATIVE SPECIES) SHALL BE INSTALLED: ..
w Z \\� Z -d BACCHARISHALIMIFOLIA - GROUNDSEL BUSH
1VAFRUTESCENS - MARSH ELDER
< MYRICAPENSYLVANICA - NORTHERN BAYBERRY
J \I� CHAMAECYPARISTHYOIDES - ATLANTIC WHITE CEDAR
0 0 JUNIPERUS VIRGINIAN/ - EASTERN RED CEDAR
PRUNUSMARITIMA - BEACH PLUM
VARIES <10'-0"
I. .
EXISTING DRIVEWAY WIDTH SHRUBS TO BE INSTALLED ON SIX-FOOT CENTERS AND TRETS TO BE
INSTALLED ON FIFTEEN-FOOT CENTERS N Y S Q E R Drawing Number
EROSION CONTROL APPROVED
CONDITIONS OF TERMS
o TO BE INSTALLED
AT LIMIT OF 101-011
N DISTURBANCE AS PROPOSED DRIVEWAY WIDTH ;- p i � __-._ ' `4i PERMIT NO. 738.-�)� ���
NECESSARY
n (SEE DETAILS) I DATE
SECTION A-A �' v17
N.T.S _ y
d
� , tr kf Sheet of
20 0 20 40 °�`� . ,A _*�n� c3 1 2
co
SCALE IN FEET
a
Project Number
28997.00
E
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SAWCUT 2' BEYOND TRENCH WHERE
REQ'D. FOR PAVEMENT
RESTORATION O.D. + 2' MAX. (TYP.)
,I tea*
GROUND SURFACE
Y
UNDISTURBED
EARTH PEDESTRIAN – SAFE C.I.
GRATE
f 12"" DIA. 24" 0 PVC INLINE DRAIN AS
I\3" CLEAN SMOOTH GRAVEL
MANUFACTURED BY NYOPLAST OR Engineering, Surveying &\7
1_2"0 \7 WOVEN CPP, PVC PIPE INITIAL EQUAL Landscape Architecture, PC
GEOTEXTILE (AS SHOWN ON PLANS) BACKFILL
FABRIC
(SEE NOTE 4) f
12"" 0 PVC PIPE TO BE REDUCER (AS REQUIRED) 100 Motor Parkway
COMPACTED — HAUNCHING, TO CUT AS NECESSARY TO Suite 135
SUBGRADE SPRINGLINE OF PIPE ACHIEVE PROPOSED GRADE
BEDDING MATERIAL – Hauppauge, NY 11788
6" MIN.
FOUNDATION 8" PVC TEE OR CAP END OF PIPE WHERE 631.787.3400
Notes: -MIN. TRENCH AS REQUIRED REQUIRED
WIDTH
1. SUBGRADE IS TO BE FREE FROM DEBRIS AND UNSUITABLE MATERIAL AS
DETERMINED BY THE ENGINEER/INSPECTOR AND SHALL BE COMPACTED TO Notes:
95% MAX. DRY DENSITY.
2. SUBGRADES TO BE VISUALLY INSPECTED AND TESTED PRIOR TO PLACING 1. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL _
GRAVEL SURFACE. EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH A
3. CONTRACTOR TO OBTAIN APPROVAL FROM OWNER/OWNER'S FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED IN ASTM D2321, "STANDARD
REPRESENTATIVE FOR MATERIAL. USED PRIOR TO CONSTRUCTION. PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER 6" COMPACTED SAND &
GRAVITY–FLOW APPLICATIONS," LATEST EDITION. GRAVEL BEDDING
2. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III AND INSTALLED AS
REQUIRED IN ASTM D2321, LATEST EDITION.
3. HAUNCHING AND INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III
AND INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION.
4. BACKFILL ABOVE SPRING LINE TO BE PLACED IN 12" LIFTS.
5. SOILS IN EXCESS OF 12" BELOW PAVEMENT BASE TO BE COMPACTED TO 90% MAX.
DENSITY PER AASHTO T-99. SOILS WITHIN 12" OF PAVEMENT BASE TO BE COMPACTED
TO 95% MAX. DENSITY.
6. IF TRENCH DEPTH EXCEEDS 5', THE CONTRACTOR MUST PROVIDE SHEETING & BRACING
OR A SHEETING BOX IN ACCORDANCE WITH OSHA REGULATIONS. AS AN ALTERNATE, IF
PERMITTED BY THE ENGINEER, THE TRENCH MAY BE CUT BACK TO A 1:1 SLOPE OR
THE NATURAL ANGLE OF REPOSE, WHICHEVER IS GREATER.
7. WHERE PIPE IS INSTALLED WITH LESS THAN 2' COVER, ALL BACKFILL TO BE CLASS I
MATERIAL
Gravel Driveway Section 12/13 Pipe Trench Detail - Plastic Pipe 7/12 Area Drain Detail 7/12
N.T.S. Source: VHB LD_ N.T.S. Source: VHB LD_ N.T.S. Source: VHB LD_
EXISTING WETLAND
BOUNDARY
8" MIN. LOW
PERMEABLE SOIL CAP UNIT
4'
(MAX)
GRAVELDRIVEWAY 1)z" x 1Y2" x 4" WOOD STAKE
BLOCK WALL UNIT 1"x 1"x 3" WOOD STAKE,
OR APPROVED EQUAL
I. (2 PER BALE)
{ WEEP HOLES X
1
10" O.C. (MIN.) C'4 SILT FENCE
,• a 18 FINISHED WORK ✓ . ,; '�
UNIT DRAINAGE FILL GRADE
(3/4" CRUSHED AREA i III
ROCK OR STONE) I III i
APPROXIMATE LIMITS
UNREINFORCED CONCRETE OR
OF EXCAVATION CRUSHED STONE LEVELING PAD II� I II
FLOW \ WORK
I II I `—BALE TWINE TO AREA
—3'
II. III BE PARALLEL TO
II. I Il GROUND SURFACE ;
4" COMPACTED FLOW_ PROTECTED
EARTH MOUND IIII I I I AREA
I �
J I PROTECTED j
I AREA
TOP OF �` 1
Notes: GROUND I� TOPOF
GROUND
1. WALL SHALL BE KEYSTONE GRAVITY BLOCK WALL OR APPROVED EQUAL.
2. WALL SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S I
REQUIREMENTS. EMBEDMENT
(MIN.)
3. CONTRACTOR TO MINIMIZE DISTURBANCE OF LAND WHILE INSTALLING WALL. 8" (MIN.) (MIN.)
4. CONTRACTOR TO RECEIVE APPROVAL OF WALL FINISH PRIOR TO j 5 70 Hippodrome Drive
CONSTRUCTION. ! PLACE 4" OF FABRIC
5. CONTRACTOR TO OBTAIN ANY NECESSARY BUILDING PERMITS RELATED TO ALONG TRENCH AWAY 1" (MIN.)
WALL. FROM PROTECTED AREA
STAPLE Driveway Repair
BACKFILL AND COMPACT � \1 B
! STAPLE Southold, NY
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0 No. Revision Date A
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Joint Detail
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1 REVISED PER DEC COMMENTS 3/12/15 AVL
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2 SECTION A-A PER DEC COMMENTS 5/14/15 AVL
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Retaining Wall Detail 12/13 Straw Bale Barrier 2/11 Silt Fence Barrier 6/08
g N.T.S. Source: VHS LD_ N.T.S. Source: VHB LD-653 N.T.S. Source: VHB LD-650
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Issued for Date
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December 16, 2013
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11
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i AND CONDITI Drawing Number
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ONS OF
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Sheet of
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Project Number
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SURVEY OF
LOT 9
BLOCK 4
MAP OF
BEIXEDON ESTATES
FILE No. 1472 FILED MARCH 16, 1946
SITUATE
SOUTHOLD
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000- 66-02- 12
SCALE 1 "=20'
FEBRUARY 13, 2001
� FEBRUARY 27, 2001 ADDED PROPOSED PORCH
0" MAY 2, 2001 REVISED PROPOSED ADDITION
NOVEMBER 3, 2005 ADDED PROPOSED PORCH
1 ° NOVEMBER 23, 2005 PROPOSED PROPOSED PORCH
AUGUST 7, 2012 UPDATE SURVEY
\tx3.s
DECEMBER 10, 2014 LOCATED WETLANDS
'0°
AREA = 9,940 sq. ft.
\
12.8 'Po� (TO TIE LINE 0.228 ac.
ON 08/07/12)
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° `° j8 ��6, 0- \ CERTIFIED T0:
KATHRYN CAMPBELL
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2.2 ° ° STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
BY THE L.I.A.L.S, AND APPROVED AND ADOPTED
FOR SUCH USE BY THE NEW YORK STATE LAND
TITLE ASSOCIATION.
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>ss' ��° 1 �' P\� d° d �',✓, '97 � Y Lic. No. 50467
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UNAUTHORIZED ALTERATION OR ADDITION
n� °g U THIS SURVEY IS A VIOLATION OF
Nathan TalCorwin III
°
�'` C7 '• ; F�"` SECTION 7209 OF THE NEW YORK STATE
�I EDUCATION LAW. Land Surveyor
jM -1 yiCy�q �G tAND<ygCOPIES RO NG
CDcE OF TDq THE EMBOSS DF SEAL SHALL INKED
OT BSEAL
ORDETHIS SURVEY MAP NOT IRED
TFR F ° L w�Zallos TO BE A VALID TRUE COPY.
CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S.
ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S.
" IS PREPARED, AND ON HIS BEHALF TO THE
TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout
LENDING INSTITUTION LISTED HEREON, AND
TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE.
OFFICES LOCATED AT MAILING ADDRESS
THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16
AND/OR EASEMENTS OF RECORD, IF
ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947
20-717F