HomeMy WebLinkAbout1000-87.-5-21.4, 21.7, 21.9, 21.10, 21.11, 21.12, 21.13 OFFICE LOCATION:
Town Hall Annex
54375 State Route 25
(cor. Main Rd. & Youngs Ave.)
Southold, NY 11971
MAILING ADDRESS:
P.O. Box 1179
Southold, NY 11971
Telephone: 631 765-1938
Fax: 631 765-3136
LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
MEMORANDUM
To:
From:
Martin Sidor, Chair
Town of Southold Planning Board
Mark Terry, Principal Planner
LWRP Coordinator
Date: September 25, 2009
Re:
Proposed Wetland Permit for SOUTHVlEW CUSTOM BUILDERS
SCTM#1000 -87-5-21.4,21.7,21.9,21.10,21.11,21.12,21.13
Zoning District: A-C
Nelson, Pope & Voorhis, LLC on behalf of SOUTHVIEW CUSTOM BUILDERS requests a
Wetland Permit for the subdivision of a 14.54 acre property into three lots, construction of three
single-family dwellings with associated sanitary systems and access gravel driveway. Located:
South Side of Main Bayview Rd. Southold. SCTM#87-5-21.4,21.7,2! .9,21.10,21.11,21.12,
21.13
Note that portions of Lots 1, 2 and 3 are located within the Board of Trustees
iurisdictional limits; includin.q areas of the "limit of clearing durin.q construction" area.
It is recommended that the applicant seek a determination from the Board on permitted
activities within these areas.
Further, the limit of clearin.q as depicted on the NYSDEC Permit Plan Map (dated
January 20, 06) and Gradin,q and Draina.qe Map (dated December '13, 2006) is not
permissible pursuant to § 240-49. Clearing of the Southold Town Code.
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 Policy Standards and
therefore is CONSISTENT with the LWRP provided that th.e following recommendations to
further the below listed policies are implemented.
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:
Minimize potential loss and damage by locating development and structures
away from flooding and erosion hazards.
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 parcel is partially protected by an earth berm (dike) that runs north/south located in the
southern portion of the property. The proposed lots are located in AE8 flood zone (inundated
by the flood event havin.q a 1-percent chance of bein.q equaled or exceeded in any Riven year)
and mostly within the X500 Areas (determined to be outside the 0.2% annual chance
floodplain). BuildinR pads are proposed to be raised from existinR qrade to 12' NGVD and the
first floor elevations of the residential structures are proposed at 14.0 NGVD. Based on such,
the above policy has been met.
Policy 6. Protect and restore the quality and function of the Town of $outhold ecosystem
6.1 Protect and restore ecological quality throughout the Town of Southold.
Protect and restore ecological quality by adhering to the fo/lowing measures.
1. Maintain values associated with natural ecological communities.
Each natural ecological community has associated values which
contribute to the ecological quality of the Town of Southold. These values
should be assessed on a case-by-case basis.
2. Retain and add indigenous plants to maintain and restore values of natural
ecological communities.
a. Protect existing indigenous plants from loss or disturbance to the
extent practical.
b. Include use of suitable indigenous plants in the landscaping plans
for new development and in redevelopment projects where loss or
disturbance of existing indigenous plants could not be prevented
during construction.
.The applicant proposes 10 street trees; 5 Red Oak (Quercus rubral and 5 little leaf linden (Tilia
cordata). Red oak is native ,to Long Island. The little leaf linden variety proposed is not native
to the area. It is recommended that the applicant use a native variety of the linden tree
species e..q. (Tilia Americana) to further the above policy.
6.3 Protect and restore tidal and freshwater wet/ands.
Maintain buffers to ensure that adverse effects of adjacent or nearby
development are avoided:
Maintain buffers to achieve a high filtration efficiency of surface runoff.
Avoid permanent or unnecessary disturbance within buffer areas.
Maintain existing indigenous vegetation within buffer areas.
If the action is approved it is recommended that the Board require the establishment of a
perpetual natural buffer in the "50' Buffer Area to Remain Natural". A sample definition follows:
NATURAL VEGETATED BUFFER -- a land area of a certain length and width where existing
vegetation occurs prior to the commencement of any grading or clearing activity. Vegetation
shall be maintained to achieve a minimum percent ground cover of ninety-five (95) percent. To
achieve the perce0t ground cover indigenous, drought tolerant vegetation shall be planted.
SurVival of planted vegetation shall be (ninety) 90 percent for a period of three (3) years.
Maintenance activities within the buffer are limited to removing ve.qe[ation which are hazardous
to life and property and replanting of vegetation.
Due to the area of wetlands and environmental significance of Corey Creek~ it is also
recommended that the Conservation Easement Area remain in its natural state and the uses
within the area be limited to passive recreational uses.
Further, to further Policy 5, "Protect and improve water quality and supply in the Town of
Southold" and protect and improve the water quality and supply in the area; the followinq best
management practices are recommended
1. Require that the proposed easement for common access to Corey Creek be limited
to 4' in width and remain pervious into perpetuity.
2: Require that all driveways remain pervious into Perpetuity,
3. Soil test holes indicate very poody drained soil conditions. It is recommended that
gutters, leaders and drywells be required.
4. Prohibit the use of synthetic herbicides and fertilizers capable of entering surface
waters or groundwater on each lot.
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: Tamara Sadoo, Planner
PLANNING BOARD MEMBERS
MARTIN H. SIDOR
Chair
WILLIAM J. CREMERS
KENNETH L. EDWARDS
GEORGE D. SOLOMON
JOSEPH L. TOWNSEND
MAILING ADDRESS:
P.O. Box 1179
Southold, NY 11971
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
MEMORANDUM
OFFICE LOCATION:
Town Hall Annex
54375 State Route 25
(cot. Main Rd. & Youngs Ave.)
Southold, NY
Telephone: 631 Fax:
To:
From:
Date:
Re:
Mark Terry, LWRP Coordinator
Tamara Sadoo
June 8, 2009
Proposed Standard Subdivision of Southview Preserve
Located on the s/s/o Main Bayview Road, approximately 900' e/o Cedar Drive in
Southold
SCTM#s1000-87-5-21.4, 21.7-21.11
Zoning District: A-C
The Planning Board refers this application to you for your information, comments, review, and
certification, if applicable. The file is available at your convenience.
Description:
This proposal is to subdivide a 14.54-acre parcel into three lots where Lot 1 equals 44,735 s.f.,
Lot 2 equals 37,343 s.f. and Lot 3 equals 42,470 s.f. totaling 2.87 acres with the remaining 11.53
acres of the property to be preserved as open space.
Thank you for your cooperation.
X9.6
N
X6,7
/
/ LEGEND
%
COURSES/OISTANCES PEK "SU~Y FOR
OPEN SPACE / CONSERVA~ON AREA
UMIT OF C~ARING ON INDI~DUAL LO~ O~RHEAD WIRES
DURING CONS~UC~ON OF SING~ FAMILY
X3,8
x
4.8
X
4,7
RECREA.ONAL DSE YA.D.
TEST HOLES
TOPSOIL TOP.IL TOPSOIL Sl~ DATA
- - - '
mACE GRAil A~ES
-15.0' ~ACE GRA~ ~ IN R.O.W.: 6,811 SQ.~. 0.16 ACRES ~ ~ /~ ~ST ISMP, NY 11795
SILW ~Y
[ RILE/ MEDIUM ] ' NO~: ~ 18SOU~EWLA~ A~NuECUSTOM BUILDERS
LIBERTY LANE
BAY'VIEW ROAD
SITE
CREEK
LITTLE PECONIC BAY
12,200 x 2/12 x 0.7 = li~-23 CF (~RA~r.L)
~.000 x 2/12 x 0.2 - [t33 CF (L~ND)
(9) 12'¢x3' ED LP = 2,27~ CF
2,950 x 2/12 x 1.0 = ~0 CF
(2) 12'6 x 3'ED LP = 60~, CF
KEY MAP
SCALE~ 1'=600'
~ L, HIGH POINT ELEV = 11.05 c~
o; HIGH POINT STA = 2+82.13 .~ LOW POINT ELEV = 9.20 L~
+ PVI STA = 2+82.14 ~ LOW POINT STA = 0+89.95 ~
II -, K = 25.09 m ACT = 9,3 ~
~o ~ ~- /
CURB GRADE --~
/ EXIS~NG GE kDE -- PROPOSED /
0
;~+00 2+00 1~-00 ~,~
PROFILE SOUTHVIEW COURT :
SCALE: HORIZ. 1"=50'
VERT. 1"=5'
09-11-06 TESTHOLES
08-04-06 REV. GRADING, DRAINAGE, SANITARY, AND CLEARING LIMITS
CATE
80UTHVlEW PRESERVE
$.C.TJ~ Dl~ 1000, SECT~ 87, BLOCK 05, LOT8 21.4, 2t7, 2L8, 219, 2UO, 2tll
81TUATED AT
80t/I'I-IOLD
NELSON s POPE
BY:
DWN. BY: pke
CATE: 01-18-06
CHK'D BY: GEO
DATE: 01-20-06
JOB No.: 02001
FILE No.:
CADD: 02001PM8
SCALE: 1" = 60'
SHEET: 1 OF 2
A
L
BRICK LEVEUNG COURSE
ALLOW 4" MIN. FOR
FINAL AD JUSt,lENT
PAVEMENT
TYPE, SIZE & PITCH
1/2'
TOP OF WALL
INVERT AS
PER
A
..t
PLAN
EAVY DUTY CURB TYPE FRAME
& OVAL HOLE GRATE,
CAMPBELL FOUNDRY CO.
PA33ERN ~2511 OR EQUAL
1 ON B MAX
x 6"
· /4 WWM
CON~NUOUS
~ROUGH WALLS
'1
GROUND WA~ER
-6" REINFORCED
- CONCRETE SLAB
24' MIN.
CATCH BASIN DETAIL
TYPE 1
NOT TO SCALE
1. ALL CONCRETE TO BE 4,000 P.S.I. 0 28 DAYS.
2. PROVIDE PIPE OPENINGS AS REQUIRED.
5. ADDI'~ONAL INLETS TO BE SPACED 5' APART.
2"~' WEEP HOLE 0 10'
BOTTOM OF WALL
PAVEMENT OR
.... -JLI.-i---D L.... II
lA
1 1/2'
ELEVATION
SECTION A -- A
m
SECTION B - B
BELGIAN BLOCK CURB DETAIL (TYPE A)
NOTES: 1. CONCRETE TO BE I 1/2;3 MIX 3 SLUMP AGGREGATE PASSING 3/4' SEfPVE 2. TYPICAL BELGIAN BLOCK TO BE 5' x I~" x 11" W]~H COMPRESSIVE S~RENGBH
OF 4,000 PSI MINIMUM.
3. DROP CURB LAYOUT - SE STANDARD SPEC.
4. MORTAR MIX TO BE 1:2 ALL JOINTS
PITCH
3'-6" CHAIN UNK FENCE OR 3'-6' HIGH 3 RAIL RAIUNG
REFER TO ARCH DRAWINGS
REFER TO PLAN
PROPOSED CURB
MIN.
SELECTED
BACKRLL
Rw
BOTTOM O~ t '~,
(BottoM) ~op~=
CONCRETE RETAINING WALL DETAIL
MOTE:
RETAINING WALL DATA
Xw (FI) A (ir~', C e t d
2'
' .-~' I ..~.~ /I ,, i~ ~_...~ i
3_ / ~.~ ~ ~=~, ~, '
ROaDWaY DETAIL
NTS
10" REINFORCED
CONCRETE SLAB
PROPOSED GRADE~.~.
~ EL.
APPROXIMATE
GROUNDWATER
EL. 1.0
12'
__CAST IRON FRAME & COVER
~- GRATE - CAMPBELL FOUNDRY TYPE #1009A
\ COVER - CAMPBELL FOUNDRY TYPE #11826
~ OR APPROVED EQUAL.
\ PROVIDE CHIMNEY
__ '~ /_._AS REQUIRED
~fi~.~ ':'3'-0" CLEAN SAND
' i I ' I / ~--AND GRAVEL COLLAR
'~ ..... I , I / -- ALL AROUND
~-15" CORRUGATED POLYETHYLENE
PiPE @ 1.0% MINIMUM
LEACHING POOL DETAIL
NOT TO SCALE
2 09-11-06 ADDED TESTHOLES CEO
1 08-04-06 REV. GRADING, DRAINAGE, SANITARY, AND CLEARING LIMITS CEO
No. DATE REVISION BY:
PRELIMINARY DETAIL8 DWN. BY: pke
,,~.~ ~_. ,?K:)UTHVIEW PRESERVE DATE: 01-16-06
~'~:~r'~''~'Z¢~"~[--' S.C.T.M. [7,STRICT 1000, 8EC'flON 87, BLOCK 05, LOTS 2t4, 21.7, 2t8, 2t9, 21.10, 21.11 CHK'D BY: GEO
~ :'~k ,~ :~'"~,' = ~UTHOLD DATE: 01-20-06
~,~,~'~.~;t'~",.;,~, i~' -r"~3,~dN ~1~ ~::3,U'I'I-IHOLI:). ,=.UI~F-,<~I_.K ~ul,,,n-Y'. NL~V,d' YORK JOB No.: 02001
{"~%;~'~. ~,~,~,~ ~ FILE No.:
:,,.:,,¢~.~.,~,,c~:,~.¢' NEI 80N $ POPE
GROUND
WA~cR
EL. 1.0
, /
21 .OLD'
×5.1
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
COURSES/rDISTANCES PER 'SURVEY FOR
JAMES SITSES' BY PECONIC SURVEYORS
DATED: ,JULY 1986
PROPOSED STREET TREE
PROPOSED STREET LIGHT
OPEN SPACE / CONSERVATION AREA
UMIT OF ASPHALT PAVEMENT PER
TOWN OF SOUIHOID SPECIFICATIONS.
UMIT OF CLEARING ON INDIVIDUAL LOTS
DURING CONSTRUCTION OF SINGLE FAMILY
RESIDENCES ONLY, SUBSEQUENT TO
CERTIFICA~ OF OCCUPANCY, LO~ MAY BE
FURTRER CLEARED FOR APPURTENANT
STRUCTIJRES, AMENITIES, AND/OR
RECREATIONAL USE OF YARD.
No. 1
EL 8.0'
TOPSOIL
(PT)
S~LTY CLAy/
TRACE GRAVEL
(CE)
FINE SAND/
TRACE GRAVEL
(SP)
(~o.,)
T
m~
CD
TEST HOLES
No. 2
EL. 8.6'
PROPOSED CONTOURS
PROPOSED FI FVATIONS
PROPOSED SILT FENCE
PROPOSED WATER SERVICE
PROPOSED FLOW DIRECTION
SiGN
FENCE
CATCH BASIN
WETLAND FLAG
MONUMENT
PIPE
UTIE]¥ POLE
OVERHEAD W1RES
.%
No. 3
EL 8.O'
SITE DATA
ZONE: AC RESIDENCE
AREA OF MAP: 1~.54 ACRES
MINOR SUBDIVISION
LOT NUMBER
TAX MAP LOT NUMBER
X
4,7
N
-16.0'
GROUND
WATER
EL
TOPSOIL
(PT)
SILTY CLAY
ICL)
FINE SAND/
TRACE GRAVEL
(SP)
SILTY CLAY
ICL)
FINE/ MEDIUM
SAND
(sw)
TOPSOIL
(PT)
SILTY CLAY
ICL)
SILT
(ML)
GROUND
WATER
EL. 1.0
FINE SAND/
RACE GRAVEL
(SP)
(AREA OF MAP TO OBSERVED HIGH WATER MARK: 13.35 ACRES)
AREA IN LOTS: 2-86 ACRES
AREA IN R.O.W.: 0.16 ACRES
AREA IN TIDAL AND FRESHWA~c.R WETLANDS: 6.62 ACRES
BUILDABLE AREA= 7.92 ACRES
(EXCLUDES TIDAL AND FRESRWATSR I~.ANDS)
AREA IN LOTS:124,548 SQ. FT. ,,- 2.86 ACRES
AREA IN R.O.W.: 6,798 SQ.FT. *~ 0.16 ACRES
OPEN SPACE / CONSERVATION AREA: 11.52 ACRES / 79.2~ OF SUBJECT PROPI~TY
WAIER DISTRICT: SUFFOLK COUNTY WATSR AUTRORITY
\
FIRE DISTRICT: SOUTROLD \
POST OFFICE: SOUTI'IOLD \
SCHOOL DISTRICT: SOUIHOLD UFSO \
~UA CO~T^ u~ ~ u.0~. 2 -1/2" m r
XE.6
X4.6
CQR~t
BAYVIEW ROAD
SOU'II-IVIEW 1~
18 LAWN AVENUE
WEST ISUP, NY 11795
CR~K
LITTLE
ITE
PECDNIC BAY
LIBERTY LANE
SOUTHVlEW CUSTOM BUILDERS
18 LAWN AVENUE
WEST ISLIP, NY 11795
DRNNAGE CALCULATIONS:
12.200 x 2/12 x 0.7 = 1,42~ CF (GRAVEL)
34,000 x 2/12 x 0.2 = 1.133 CF (LAND)
2,556 CF
PROVIDE.:
(9) 12'e x 5'ED LP ,- 2.724 CF
ROOF
2.950 x 2/12 x 1.0 = 480 CF
PROWDE:
(2) 12'~ x 3'ES LP = 605 CF
PROFILE ALONG CURB AROUND
HIGH POINT ELEV = 11.05
HIGH POINT STA = 2+82.15
P'vl STA = 2+82.14
PVI ELEV = 11.15
ACT = 11.05
K = 25.09
50' VC
g
DA 2'~kr ~
NOTE:
ALL FILL SHALL'BE CLEANED NA]]JRALLy
ACCORDING TO SOIL TAKEN FROM AN
APPROVED UPLAND BORROW SITE.
2,500 C.Y. OF TOPSOIL REQUIRED.
7,500 C.Y. OF CLEAN FILL REQUIRED.
KEY NAP
04-16-07
CUL-DE-SAC
SCALD 1'--600'
8
LOW POINT ELEV = 9.20
LOW POINT STA -- 0+89.95
PVI STA = 0+70
02-07-07
DATE
GRADE
CURB GRADE
BO' 15" CPP %0%
3+00
2+00
PROFILE SOUTHVIEW COURT
SCALE: HORIZ. 1"=50'
VERT. f'=5"
1+00
~ ~r II ~ 0+00
REVISE ACCESS EASEMENT
REVISE PER COMMENTS
REVISION
OEO
EG
BY:
C IADING AND DRAINAGE
8OUTHVlEW PRESERVE
S.C.T.M. DISTRICT 1000, SECTION 87, BLOCK 05, LOT~ 2t7, 2tg, El.lO, 21.11, 2!12, 2113
811~ATED AT
80UTHOLD
NELSON & POPE
DWN. BY: pke
DATE: 12-13-06
CHK'D BY: OEO ,
DATE: 12-13-06
JOB No,: 02001
FILE No,:
CADD: 02001DR
SCALE: 1" = 60'
SHEET: 1 OF 2