HomeMy WebLinkAbout1000-103.-3-5.1 f
OFFICE LOCATION: OF SO(/ryO MAILING ADDRESS:
Town Hall Annex �O lQ P.O. Box 1179
54375 State Route 25 Southold, NY 11971
(cor.Main Rd. &Youngs Ave.)
Southold, NY 11971 G Q Telephone: 631 765-1938
l4UNTY,�
LOCAL ,WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
MEMORANDUM
To: Glenn Goldsmith, President
Town of Southold Board of Trustees
From: Mark Terry, Assistant Town Planning Director
- -LWRP Coordinator
Date: March' 12,•2021 s
Re: LWRP Coastal Consistency Review for PAUL ROMANELLI &THERESA BOYLE
SCTM #1000-87-3-58
Tom Samuels on'behalf of PAUL ROMANELLI &THERESA BOYLE"�Yeduests,dn Administrative
Permit to remove an existing sub-surface sanitary system,and abandon, fill with clean sand and
restore ground surface with topsoil and lawn; establish and perpetually maintain a 10' wide non-turf
buffer running along edge of wetland line. Located: 1750 Beebe Drive, Cutchogue. SCTM#:
1000-103-3-5.1 '
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 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.
Cc: Damon Hagan, Assistant Town Attorney
Town of Southold
LWRP CONSISTENCY ASSESSMENT FORM
A. 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 significant
beneficial and adverse effects upon the coastal area(which includes all of Southold Townl
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 explained in-deLa& listing both_ supporting and non
sutan_orthm 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 foVZdrulstees
online at the Town of Southold's
website(southoldtown.northfork.net), the Office, the Planning Department, all
local libraries and the Town Clerk's office
B. DESCRIPTION OF SITE AND PROPOSED
SCTM#
PROJECT NAME Cd�l vlkAk—ide,
The Application has been submitted to(check appropriate response):
Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees I.R
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:
Aall 0e ` irk 1
OVa Aagi cz f s
Location of action:
Site acreage: ,50, 3 YO 8-F A /66
Present land use: �e 4 reK,d e '�&
a------ V
Present zoning classification: — #0
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:
(b) Mailing address:,__; _ / 75--0 ,, er be
�l
(c) Telephone number:Area Code( ), (�-?/ 5 ��
(d) Application number,if any: AJ 1A
Will the action be directly undertaken,require funding,or approval by a state or federal agency?
Yes ❑ No IZ 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
19"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
Lo""Xes ❑ 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 S through 16 for evaluation criteria
(U YesF] No El 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 R No F1 Not Applicable
Wet r—i&lkl
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.
EJ
Yes No Not Applicable
Attach additional sheets if necessary
Policy 7. Protect and improve air quality in the Town of Southold. See L'WRP Section III — Policies
Pages 32 through 34 for evaluation criteria.
❑ Yes R No[eot Applicable
Attach additional sheets if necessary
Policy S. 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 evaluatiop criteria.
❑ Yes ❑ a
No D� Not Applicable
PUBLIC COAST POLICYES
Pohey 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❑ No B tot 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 Iocations. See LWRP Section M.—Policies; Pages 47 through 56 for evaluation criteria.
2Yes F1 No ® Not Applicable
Attach additional sheets if necessary
Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic
Es tua and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria.
Yes 11 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 for7NNot
on criteria.
El Yes 1:1 NoApplicable
Attach additional sheets if necessary
Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP
Section III—Policies;P es 65 through 68 for evaluation criteria.
Yes ❑ No Not Applicable
PREPARED EY �1�2 DATE /
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TEST HOLE #1 REVISIONS:
DRAINAGE CALCULATIONS NYSDEC "ADJACENT AREA" TOWN OF SOUTHOLD " BUILDABLE LAND NO SCALE ELEV. + 5.5SITE DATA 1/26/21
AREA OF RESIDENCE: DW-A 3/1/21 for Trustees
DRY WELL AREA x RAINF� ALLx RUNOFF FACTOR LOT COVERAGE TABLE LOT COVERAGE TABLE 1.5 FT LOAM OL SCTM # 1000-103-03-5.1
(DN-A) 1,138 SF x (2/12 FT) x 1.0 = MO GU. FT. MEDIUM TO p PROPERTY: 1750 BEEBE DRIVE
USE: (1) b' DIAMETER x 4' HIGH POOL SITE AREA TOTAL: 50,340 sf4.5 FT COARSE SAND SP _ ADDRESS CUTCHOGUE, NY 11935
(1) VX 4' STORM DRAIN RING = I6a.cl GU. FT. 51TE AREA TOTAL: 50,340 sf
USE: (I) V DIAMETER x 4' 1416H POOL UPLAND 51TE AREA FROM WATER IN OWNER: PAUL ROMANELLI & TERRY BOYLE
6'
(I) X 4' STORM DRAIN RING = Sq.3 Gu. FT. SITE AREA UPLAND FROM 11 FT COARSE SAND SW 1750 Beebe Drive
TIDAL WETLAND BOUNDARY: 28,110 sf TIDAL WETLAND BOUNDARY: 28'710 sf
PROVIDED REQUIRED COMMENTS: WATER ENCOUNTERED Cutchogue, NY 11935
258.2 CU. FT. > Iqo GU. FT. AREA CALCULATIONS FOR SITE AREA 4.5' BELOW SURFACE, ELEV 1.0'
AREA OF RESIDENCE- DW-B AREA CALCULATIONS FOR SITE AREA
DRY WELL AREA x RAINFALx RUNOFF FACTOR STRUCTURES EXISTING PERCENTAGE PROPOSED PERCENTAGE STRUCTURES EXISTING PERCENTAGE PROPOSED PERCENTAGE SITE: 50,340 sf= 1.155 ac
(0161-15) 1,581 5F x (2/12 FT) x 1.0 = 252 CU. FT. HOUSE: 1,2-71 sf 4.42% 2,40 sf 8.5q% 1.2o ZONING: R-40
HOUSE: �I Sf 4.42% 2,40�i sf 8.3�f/o
USE: (1) V DIAMETER x 4' HIGH POOL DETACHED GARAGE: 555 sf 1.86% O Sf O% GARAGE: 5555f 1.86% O sf O% SURVEYOR: Nathan Taft Corwin III
(1) VX 4' STORM DRAIN RING = 165A GU. FT. DECK: 554 sf I.Ci5% 554 sf I.1 f3% 0 1586 Main Road
USE: (2) V DIAMETER x 4' HIGH POOL DECK: 554 sf I.Cf ago 554 sf I.13% Jamesport, New York 11947
(2) &' X 4' STORM DRAIN RING = 1'78.6 CU. FT. COVERED PORCHES: O sf O% 63 sf 0.22% COVERED PORCHES: O sf 0% 63 sf 0.22% LICENSE #50467
PROVIDED REQUIRED STONE WALKWAYS: 588 Sf 2.05% 56cl sf 1.2q% TOTAL: 2,560 sf 8.21% 5,026 sf 10.54% DATED 6/18/19
34-1.5 GU. 1=T. > 232 GU. FT. PAVED DRIVEWAY: 2,454 9f 8.65% 0 sf 0% W IX
AREA OF DRIVEWAYD( W-C) TOTAL: 2,701 sf 1.40% 5,5C15 sf 12.52% DRYWELL5 FOR 5TORMWATER \ = 0 O
DRY WELL AREA x RAINFALL x RUNOFF FACTOR RUNOFF (4xb) SEE DETAIL I-SP LOOD ZONE LINE FLOOD ZONES:
(DIN-0) 2,555 SF x (2/12 FT) x 0.1 = 241q GU. FT.
USE: (2) V DIAMETER x 4' HIGH POOL PROPOSED 511-T FENCE ROPOSED NEW ZONE AE: BASE FLOOD ELEVATIONS O
(2) 8' X 4' STORM DRAIN RING = 351.8 CU. FT. N/0/F DURING CONSTRUCTION WALKWAY DETERMINED W
PROVIDED REQUIRED RICHARD A. M. JONES 4 SEE DETAIL 2-5P [-EXISTING GARAGE TO ZONE X* : AREAS OF 0.2% ANNUAL CHANCE ~ Z
351.8 GU. FT. > 241a CU. FT. DARCY GAZZA -
BE REMOVED FLOOD; AREAS OF 1% ANNUAL �
1000-103.-5-I6 LOCATION OF EXISTING WXISTING BELGIAN STABILIZED CONSTRUCTION CHANCE FLOOD WITH AVERAGE Z
U5E5 PUBLIC WATER SANITARY SYSTEM TO BLOCK CURB ENTRANCE SEE DETAIL 5-SP
BE ABANDONED AND DEPTH OF LESS THAN 1 FOOT OR O
FLOOD ZONE LINE AREA FILLED EW BELGIA EW DRIVEWAY ENTRY WITH DRAINAGE AREAS LESS 11111111
Uj
XISTING WOOD DOCK \ BLOCK CURB ROPOSED SILT FENCE THAN 1 SQUARE MILE; AND AREAS �
AND RAMP TO REMAIN
DURING CONSTRUCTION PROTECTED BY LEVEES FROM 1% Q
`-�
3 4 5 6 7 8\ 9 10 11 12 13 - SEE DETAIL 2-SP ANNUAL CHANCE FLOOD.
• \ 315.98 77 2 '40'\E I I I
N 7643'40" E '_ \ _ _ 119.27 s = MOOSE ZONE X: AREAS DETERMINED TO BE Q
OUTSIDE THE 0.2% ANNUAL
_ - PATH _ - w h TRAIL CHANCE FLOODPLAIN.
13
1.0 al I, \T,y'� 118'-"I WETLANDS �ETBA p Cl rn 4Xa 1 I.4 �, � Ito
_ _ F ELEVATIONS ARE REFERENCED
i11L FLAG # 7:1;�6ER�IN ��;�= TO N.A.V.D. 1988 DATUM Z Lij of NEW 2 A O
Z ( EXISTING ' I / 4xb ►v STORY I = �� Rte- I
w LAWN ADDITIONw -
�- ANDYVARD EDGE OF TIDAL I I LGARAGE 5LAB1T= __=_-- \ p�',e� �� % XISTING UTILITY POLE
WETLANDS AS LOCATED BY G. I LES+1T.'!f• ^, E?l 'ANDED' �Q'�j�i I GUY WIRE Q
o '11' JUST - JMO ENVIRONMENTAL ` ,��_ In I . ► DRIVtAAY `,- v > 0
CONSULTING ON JUNE 14, 201q I I / 34.1' -� X15.0' / �` �`��� \ ;' / EW BELGIAN BLOCK CURB p nn O O
MIE111 11 T Z N X'� / 1 ; I IDSA ' O " ', o DRYWELLS W/ METAL INLET D U
SALT MEADOW EXISTING , , W
� I r ' / / �� " GRATE FOR STORMWATER {
2• I FL OD ZONE Ct` O� 1 I ll 2 STORY 6' 1 -� �, ���` m�l RUNOFF (4x8) SEE DETAIL I-SP I MAR - 2 2021 �N/ D
Li.
\ FLAG #2 E (EL 6) Id 11 HOUSE i� ; , ��` XISTING BELGIAN ()
SBL TER LINE _ BLOCK CURB Southold Town
ccs I I w FLR ELEV +15.'1 Y 1 1 - _
Ad INE OF LIMITED WAVE ACTION P► 1, 12 XISTING WATER METER Board of Truste
/ S \1
XISTING OVERHEAD WIRE5
Alo �� 1.p` \ 10.2 34.1 I Dw B ST'
PROPOSED 10 FT. WIDE NON-TURF '(EES \ �-� 4x8 I---( L��\ EXISTING DRIVEWAY. REMOVE ASPHALT.
BUFFER. REPLACE EXISTING LAWN 22-8 OBD I " PROVIDE PERMEABLE, CRUSHED STONE
11-0 WITHIN BOUNDARY Y4/`NATURALIZED SOV1N \ L____ __ / ` , I I DRIVEWAY ON EXISTING SUB-BASE
VEGETATIVE BUFFER, INCLUDING FLAG #3 1 ->
all, _ > ;
ROPOSED NEW SEPTIC SYSTEM
BEACH GRASS TEST HOLE �� 4xb LP) F
FOR A 4 ED
i111 I I EL + 5.5 1 \N ob FLOOD , _ � 1 � - BEDROOM RESIDENCE
N L= am DGE OF I ZONE X 5 - 1500
0E. GAL SEPTIC TANK (ST)
TIE LINE ALONG 8/`3\ EXISTING I / PO FR R� /
NT YA
SEAWARD EDGE LAWN N F STBAGK cp 1 - (5) 8' DIA x 4' HIGH LEACHING POOL (LP)
OF SALT MEADOW \� 1_3 1 / \ \ FL oD rn N ( S � B E E B E - FUTURE LOCATION FOR (2) V DIA x 4' z.
9 FLAG 4 ZON X > y / HIGH LO
LEACHING POOL (EXP) 08
_ # rn - 1 DRIVE co Q.
S 77:36'50" W
3 4 5 / 361. 8 1' / : °a o
7 8 I TEST HOLE #2 y o r
FLOOD ZONE IN 9 10 1 1 1 12 : c 6
EXISTING POND I EL + II.� LOCATIVIM
W -� F Z W U.a
EUGENE ' S CREEK PROPOSED SILT FENG TO REMAIN LOOD ZONE LINE XISTING I � W• N
(EAST CREEK DURING CONSTRUCTION a N °o
I SEE DETAIL 2-SP ROPOSED N W UTILITY POL I oP g W• N
COTTAGE BU I L.D I NG ADD I T I N ��� E\JG�"SSR a
m m Cn (n•
X I OJT I NCS SUI 6 TO XISTING $ m
SECONDARY ti F
REMA I N AND RPNOVATED NEIGHBORING SITE �
SCALE: 1 " = 20'=0'1 PAUL ROMANELLI ENTRY �oosE
y8` •(RPS
1000-103.-3-5.2
GARAG SHED SHED
USES PUBLIC WATER * FAN N Rwoo F w,Yo�,
50' MIN COMMERCIAL 'AR0 R A° G,��•t rYS �`<1 \�
50 MIN REIDENTIAL SITE G R 0, yF ? G N
�•;..,.
STABILIZED CONSTRUCTION ENTRANCE NOTES: '-�" `wgr EAST
EXISTING EXISTING \ FRq� CREEK " ''
GROUND PAVEMENT \-EXISTING TEST HOLE #2 AFQ� F sr,<<� 0/8
N
1. Stone size -use 2 inch stone, or reclaimed or recycled $ NEIGHBORING NO SCALE TEr;ED F
concrete equivalent. BY MARK McDONALD GEOSCIENCE
/ BUILDING --
' STRUCTURES
SOUTHOLD, NEW YORK 11971
2. Length -not less than 50 feet(except on a single residence lot where 30 P OJECT NO:
foot minimum length would apply). � I T
TEST HOLE DATA 1113/21, 11:45 AM DRAINAGE CALCULATIONS 1704
FILTER MOUNTABLE BERM ELEV. + 11.5 DRAWN BY:
3. Thickness - not less than six(6) inches. 2" STONE OR PROFILE CLOTH (OPTIONAL) DRY WELL AREA x RAINFALL x RUNOFF FACTOR UT
RECYCLED CONCRETE DARK BROWN LOAM OL AREWOF F�1DENQE:MVdV-A) I.o = Iqo Cu. FT.
4. Width -twelve (12) foot minimum, but not less than the full width at points USE: (I) b' DIAMETER x 4' HIGH POOL CHECKED BY:
where ingress or egress occurs. Twenty-four(24)foot if single entrance to BROWN SILTY SAND SM (1) VX 4' STORM DRAIN RING = 165A CU. FT. TS
site. O USE: (1) 6DIAMETER x 4' HIGH POOL DATE:
50' MIN COMMERCIAL TOP OF EXISTING 6RADEPALE BROWN FINE SAND SP ' (1) VX 4' STORM DRAIN RING = aq.5 GU. FT. 11/17/20
5. Geotextile -will be placed over the entire area prior to placing of stone. 50' MIN REIDENTIAL �.
CAST IRON FRAME AND COVER TO - PROVIDED REQUIRED
GRADE (AS REQUIRED) WATER IN 258.2 CU. FT. > IqO CU. FT. SCALE:
6. Surface water-all surface water flowing or diverted toward construction TRAFFIC. SLAB (SEE PALE BROWN FINE SAND SP 1" = 20' . 001
entrances shall be piped beneath the entrance. if piping is impractical, a PLANS FOR LOCATIONS)
COMMENTS: WATER ENCOUNTERED DRY WELL AREA x RAINFALL x RUNOFF FACTOR SHEET TITLE:
mountable berm with 5:1 slopes will be permitted. = 10.1' BELOW SURFACE, ELEV 1.4 (MN-5) 1,3g1 SF x (2/12 FT) x 1.0 = 2B2 CU. FT.
r USE: (1) V DIAMETER x 4' HIGH POOL
7. Maintenance -the entrance shall be maintained in a condition which will =r b' X 4' ST I = U FT
prevent tracking or flowing of sediment onto public rights-of-way, all Z - U ORM DRAIN R N I PO q G .
sediments filled dropped, washed or tracked onto public rights-of-way .. ® ® ® ® ® ® ® ® ® DRAINAGE BASIN FOR USE: (2) 6' DIAMETER x 4' HIGH Pool SITE
p pp p 9 Y :.. '..
must be removed immediately. z N ® ® ® ® ® ® ® ® ® SIZES SEE SITE PLANS (2) 6' X 4' STORM DRAIN RING 178.6 GU. FT.
y• .''4 :_ �4 ® ® ® ® ® ED ED - PROVIDED REQUIRED
EXISTING O-� ® ® ® ® ® ® ® ® ® > WIRE FENCE K/ 34'1.5 CU. FT. > 232 CU. FT. PLAN
..
GROUND " !L Z BACKFILL MATERIAL
8. When washing is required, it shall be done on an area stabilized with `'a ® ® ® ® ® ® ® ® ® FILTER CLOTH
stone and which drains into an approved sediment trapping device. i. '} ;` 1V Q p ® ® ® ® ® ® ® ® ® TO BE GLEAN SAND
pp pp 9 ,.
' :,..` :, ' z AND GRAVEL SURFACE
' ., ' F,• ® ® ® ® ® ® ® ® ® FILTER CLOTH MIN. 6"
'
9. Periodic inspection and needed maintenance shall be provided after each BELOW GRADE FLOA
DRAINAGE AREA OF RESIDENCE (DW-B)`,::`:;••_ _DRAT
X - z DRY WELL AREA x RAINFALL x RUNOFF FACTOR SHEET NO:
rain. 12' MIN. OR MATCH W GROUND WATERARE
ADJACENT ROAD WIDTH ''�' o - - - - - - ��\ �% ��\��\ / �OUS�E: (2) B'DIAM ) 4' H GH POOLa GU. FT.
PLAN PERMANENT STORM WATER RUNOFF CONTROL MEASURE TEMPORARY STORM WATER RUNOFF CONTROL MEASURE (2) VX 4' STORM DRAIN RING = 331.8 CU. FT.
STORM DRAINAGE RING TYPICAL ERa�lON & SEDIMENT CONTROLDETAIL 5Ro8DEDT > REauo1RED
STBILIZED CONSTRUCTION ENTRANCE NO SCALE
3 NO SCALE
10' MIN.
REGULATORY A P` "PROVA LS