HomeMy WebLinkAbout1000-74.-1-35.53 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:
Jill Doherty, President
Town of Southold Board of Trustees
From: Mark Terry, Principal Planner
LWRP Coordinator
Date: April 18, 2011
Re:
Proposed Wetland Permit for GILDA PRINCIPI
SCTM#1000-74-1-35.53
Richard Principi, Jr. on behalf of GILDA PRINCIPI requests a Wetland Permit and a Coastal Erosion
Permit to construct a new two-story single-family dwelling; remove existing dwelling including sanitary
system and drainage structures and restore area with grass and natural vegetation; and clear
vegetation between new dwelling and bluff. Located: 4690 Blue Horizon Bluff, Peconic. SCTM#74-1-
35.53
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
the Board considers the following:
1. It is recommended that the 20' non-turf buffer be extended landward to the Coastal Erosion
Hazard Line.
2. Due to the high erosive nature of the bluff slope, it is recommended that the Board preserve
existing vegetation to the greatest extent practicable.
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
Town of Southold
LWRP CONSISTENCY ASSESSMENT FORM
A. INSTRUCTIONS
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 PetTnits
and other ministerial permits not located }vithin the Coastal Erosion Hazard Area.
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", then the proposed action may affect the
achievement of the LWRP policy standards and conditions contained in the consistency review law.
Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a
determinanon that it is consistent to the maximum extent practicable with the LWRP policy
standards and conditions. 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
The Application has been submitted to (check appropriate response): ~ i~a
TownBoard [~ Planning Dept. [~ Building Dept. ~ BoardofTrustees [--~( ~,,qr'~
Category of Town of Southold agency action (check appropriate response):
(a) Action undertaken directly by Town agency (e.g. capital
construction, planning activily, agency regulation, land transaction)
Nature ,and extent of action:
(b) Financial assistance (e.g. grant, loan, subsidy)
(c) Permit, approval, license, certification:
Location of action:
Site acreage:
Present land use:
/ l Z c .s
Present zoning classification:
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:
(c) Telephone number: Area Code (
(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?
DEVELOPED COAST POLICY
Policy 1. Foster a pattern of develop~nent in the Town of Southold that enhances community character,
preserves open space, makes efficient use of infrastruclure, makes beneficial use of a coastal location, and
minimizes adverse effects of development. See LWRP Section Ill - Policies; Page 2 for evaluation
c~Steria.
~Yes [] No F] 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 $ through 6 for evaluation criteria
~Yes ~ No [--'] Not Applicable
Attach additional sheets if nccessar¢
Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See
LWRP Section Ill - Policies Pages 6 through 7 for evaluation criteria
[Tn~ 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 Ill - Policies Pages 8 through 16 for evaluation criteria
~{~Yes ~ No [] Not Applicable
.... /qx -k /ZY/
Attach additional sheets il' ncccssaO
Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section I11
- Policies Pages 16 through 21 for evaluation criteria
~ Yes ~ No ~Not Applicable
Attach additiona] sheets il' nccessar)
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 Ill - Policies; Pages 22
through 32 for evaluation crite~Sa
~, Yes [~,No~ Not Applicable
Attach additional sheets if necessaD,
Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section Ill - Policies
Pages 32 through 34 for evaluation criteria.
F'~ Yes ~ No[T-~ot Applicable
Attach additional sheets ii' necessa%,
Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous
substances and wastes. See LWRP Section Ill - 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 Ill - Policies; Pages 38 through 46 for evaluation
criteria.
[~, Yes~ No~ Not Applicable
Attach addilional shccls il' nccessar~
WORKING COAST POLICIES
Policy 10. Protect Southold's water-dependent uses aod promote siting of new water-dependent uses in
suitable locations. See I~WRP Sectiou ill Policies; Pages 47 through 56 roi'evaluation criteria.
[~, Yes ~ No [~Not Applicable
Attach additional sheets if necessa~
Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic
Estuary and Town waters. See LWRP Section Ill - Policies; Pages 57 through 62 for evaluation criteria.
[] Yes [] No ~'~Not Applicable
Atlach additional sheets if necessary
Policy 12. Protect agricultural lands in the Town of Sonthold. See LWRP Section II1 - Policies; Pages
62 through 65 for evaluation criteria.
[] Yes [] No ~Not Applicable
Attach additional sheets il' ncccssar~
Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP
Section Ill - Policies; Pages 65 through 68 for evaluation criteria.
[] Yes [~ No ~Not Applicable
Created on 5/25/05 11.'20 AM
Principi Cottage Improvements
Project Description
February 5, 2011
The applicant proposes construct a new 2-story single family residence 125'
landward of the bluff. Remove existing residence including existing sanitary and
drainage structures and restore areas with grass and natural vegetations. Clear
vegetation between new residence and bluff as shown on the plans.
F.F EL. 1,0~
MORTAR FROST
CONCRETE COVER
f0'MIN.
'/
UNDISTURBED GROUND ~X~
SILT FENCE NOTES:
1. WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE MAX. B' MESH SPACING)
WITH FILTER CLOTH OVER FENCE.
2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE
WITH TIES S PACED EVERY 24" AT TOP AN D MID SECTION.
3 WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY
SHALL SE OVERLAPPED BY SIX INCHES AND FOLDED,
4, MAINTENARCE SRALL SE PERFORMED AS NEEDED AND MATERIAL
REMOVED WHEN 'BULGES' DEVELOP IN THE Silt FENCE
WOVEN WIRE FENCE (MIN. 14 1/2
POSTS OYP.) -
GROUND
(SEE SECTION) ELEVATION
MEAN HIGH WATER MARS
AS OBSERVED
~'~ONNOVEMBERB, 2~8
AND FOUNDATION
DISTURBED AREAS TO BE
RECLAIMED WITH NATERAL-
VEGETATION AND DP~SS
CLEAR EXISTING BRUSH
SF RESIDENCE
CONNECTED TO PRIVATE WELL
WATERTIGHT FRAME & COVER Wi
OCKING DEVICE
24'O PRECAST CONC. RISER
(12' MAX. HEIGHI~
PVC WASTE LINE
PITCH ~a INCH PER FOOT
~ -5.4
-- ~lV. EL. ~.5
8' MIN.
;' DIAMETER
PRECAST SEPTIC TANK DETAIL
GAYBALES
GROUNDWATER ELEVATION -35.0 BELOW GRADE
8' DIAMETER
LEACHING POOL DETAIL
REMOVE EXISTING
DRIVEWAY
CONCRETE COVER
1' min.
2' Mex
· TRAFFIC BEARING SL~
EL.3.0 PER 1999 SCDHS GROUNDWATER CONTOUR MAP)
SANITARY SEPTIC SYSTEM PROFILE
NOT TO SCALE
INSTALL DUMMY RINGS AS NECESSARY TO
BRING PROPOSED STRUCTURE TO GRADE
COMPACTED ~ACNFILL
SECTION
38'MIN FENCE POETS,
MIN. INTOTHE
GROUND
SF RESIDENCE
CONNECTED TO PRIVATE WELL
EXISTING SEPTIC SYSTEM
TO BE ABANDONED
24.5'
DRAINAGE CALCULATIONS:
DRAINAGE AREA
FUTURE WELL
EX WELL TO BE USED
GENERAL NOTES
ALL LEACHING POOLS SHALL BE pLACED IN
ACCEPTABLE LEACHING SOILS AS
APPROVED BY THE SCORN. IN ~HE EVENT
POOR LEACHING MATERIAL IS
ENCOUNTERED, EXCAVATION IS TO BE
CONTINUED TO SUITABLE MATERIAL AND
BACKFILLEO AS DETAILED. CUTTING RINGS
MAY BE REQUIRED.
PROPOSED LIMIT OF
CLEARING
FLOW
EX. WELL
FENCEAND
PROPOSED8'OX4'
SEPTICTANK
FUTURE SEPTIC SYSTEM
(SCCHS PERMIT PENDING)
PROPOSED8'~XI~DEEP
tFORR PRD"OFE' '
EROSION CONTROL MEASURES NYBSEo DU .OTH
COURSE OF CONSTRUCTION, CERTAIN EROSION AND SEDIMENT CONTROL MEASURES MAY BECOME
NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFE~ll~ AREAS, PONDS, WWI=~R COURSES,
DRAINAGE INLETS, RECHARGE EASINS, ETC. ^COJAL EROSION COI~ROL MEASURES WILL EE DICTATED
BY FIELD CONDITIONS AS CONSTRUCTION PROGRESSES, BUT THE FO[LOWING GENERAL CONDITIONS
SHALL BE OBSERVED:
- EXISTING VEGETATION TO REMAIN SHALL BE PROI~CTED AND REMAIN UNDISTUREED*
- CLEARING AND GGADrNG SRALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE OF EXPOSED AREAS
AND THE LENGWI OF TIME THAT AREAS ARE EXPOSED.
- THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE RUNOFF
VELOCITIES.
- SEDIMENT SRALL BE RETAINED CH THE Sf~
SPECIFtD ME'ODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION
CONTROL MEASURES SHALL CONFORM TO THE 'NEW YORK GUIDELINES FOR EROSION AND SEDIMENT
CONTROL'.
2. SEDIMENT BARRIERS (SILT FENCE, HAY BALES OR APPROVED EQUAL) SHALL SE IRETALLED AS REQUIRED
ALONG THE LIMITS OF DISTURBANUE FOR THE DURATION OF THE WORK. NO SEDIMENT FROM THE SITE
SHALL SE PERMSTED TO WASH ONTO ADJACENT PROFENTIES, WETL~DS OR ROADS.
3, GRADED AND STRIPPED AREAS AND STOCKPILES SHALL SE KEPT STABILIZED THROUGH THE USE OF
TEMPORARY SEEDING AS REQUIRED. SEED MINTU RES 8RALL DE IN SECORCANDE WITH SOIL
CONSERVATION SERVICE REDOMMENDATIONS.
4 DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL SE PROTECTED FROM SEDIMENT BUILDUP
THROUDH THE USE OF SEDIMENT BARRIERS, SEDIMENT TRAPS, ETC. AS REQUIRED.
5. INSPECTION AND MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE PERFORMED DXILY BY THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION FOR THE DAY AND AF3~R HEAVY OR PROLONGED
STORMS, MAINTENANCE MEASURES INCLUDE, BUT ARE NOT LIMITED TO, CLEANING ANDIOR REPAIR OF
SEDIMENT BASINS OR TRAPS, SEDIMENT BARRIERS, SERMS, DIVEREICHS AND INLET pROTECRCH.
6. ARPROPRIWI~ MEANS SHALL SE USED TO CONIRO[ DUST DURING OORETRUCTION,
7. A STABILIZED CONETRUOTION ENIRANOS SHALL BE MAtNTNNED TO PREVENT SOIL AND LOOSE DEBRIS
FROM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNI1L
THE SITE IS FRRMANENILY STARILMED.
B. SEDIMENT BARRIERS AND OTHER EROSION CONTROL NEASURED SHALL REMAIN IN PLADE UNTIL Uf~ND
DISTURBED AREAS ARE PERMANENILY STABILIZED. AFTER PERMANENT STASIUEATION, PAVED AREAS
8HALL BE CLEANED AND THE DRAINAGE SYSTEM DLEANED AND FLUSHED AB NECESSARY.
PRECAST
SUFFOLK COUNTY STANDARD DRAIN
MANHOLE FRAME AND SLOTTED COVER
PA3TERN NO. 1383 AS MANUFACTURED BY
· OR AN APPROVED EQUAl-,
:INIBHED GRADE
LEACHING BASIN NOTES.
1. LEACHING POOLS SHALL BE PRECAET CONCRETE
CEMENT STRUCTURES AS MANUEACTURED SY SUFFOLK
PRECAET INC. OR EEMIVALENT.
2, ALL CONCRETE CEMENT USED IN THE
MANUFACTURING OF PRECAST SIRUC~JRES SHALL
STRAW BALE INLET PROTECTION DETAIL
TEST HOLE
TINO REDARS, STEEL PICKETS,
OR 2"x2" ETAKES DRIVEN
NOTES: 2~ INTO GROUND FIRST FACE
1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR
AND IN A ROW WITH ENDS TIGHTLY ASLr~'ING THE ADJACENT EALES. STAKE DRIVEN AT ANGLE BEDDING DETAIL
TOWARDS PREVIOUSLY LAID
2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES S3~.W BALE DRIVE STASES
AND pLACED SO THE BINDINGS ARE HORIZONTAl-. FLUSH WITH TOP OF GALE
3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TE/O STAI~S ~~
OR RE-BARS DRIVEN THROUGH THE BALE· THE FLEET STAKE IN EACH ANGLE FIRST STAKE TOWARD
BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE
TO FORCE THE BALES TOGETHER STARES SHALL BE DRWEN F[USE
WITH THE EALE.
4. INSPECTION SHALL BE FREGSENT AND REPAIR REPLACEMENT SHALL BE
MADE PROMPTLY AS NEEDED.
5. BALES SHALL BE REMOVED WHEN THEX HAVE SERVED THEIR USEFULNESS
SO AS NOT TO BLOCK OR IMPEDE S3~OSM FLOW OR DRAINAGE,
ANCHORING DETAIL
P.SJ, IN 28 DAYS.
3. NO TRENCH, PIT OR OTHER EXC~.VATICH SHALL BE
LEFT OPEN OR UGAT[ENDED. EXCAVATIONS TO BE
PROTECTED WITH FENCES, BARRICADES AND OTHER
APPROVED METHODS.
5. INVER~ ELEVATIONS MAY SE AN JUSTED BY THE
ENGINEER IN THE FIELD TO MEET FIELD CCHDIllONS
AVOID CONFLICT WITH CTIMTIES AS ORDERED BY THE
ENGINEER.
E. ALLOW FOUR (4) INCHES FOR FINAL ADJUSTING OF
CASTING. ADEQUA~ BEARING WILL BE PROVIDED USING
CONDREI~ BLOCK, BRICK AND/OR 1'2 MORTAR MIX~
7. THE CONTRACTOR SHALL PROVIDE ADEQUATE
SHEETING AND SHORING DURING THENCHING TO [NS:URE
THE SSEET~ OF WORI~IEN AND THE GENERAL PUBLIC
EXPOSED TO THE HAZARDS DP FALLING AND SLIDINSI
MATERIAL IN CONFORMANCE WWH THE REQUIREMEMTE
OF THE TITLE 28 CODE OF FEDERAL REGULATIONS, PART
1926, SSEE3~,' AND HEALTH REGDLATIORE FOR
CONSTRUCTION (OSRA}.
OF SAND AND GRAVEL OR TO BOITOM OF DRVWELL 8. BACKFILl_ AND COMPACTION SMALL BE IN 6' LIFTS ALL
SILT FENCE DETAIL STRAW BALE DIKE DETAIL WRICHEVERISDESPER. DRYWELL DETAIL OTHERGACKFILLMATERIALTOBECOMPACI~DBYJETTINOORAPPROVEDMEANS
NOT TO SCALE NOT TO SCALE NOT TO SCALE
(OL)
LONG ISLAND SOUND
TEST HOLE PERFORMED SEPTEMBER 28, 2010 BY
PRINCIPI BUILDERS
NO GROUNDWATER ENCOUNTERED
PROJECT LOCATION
LOCATION PLAN
Scale: 1" =
Dmwn by: JJC
Date: 3/1/2011
2011
SANITARY NOTES:
1. 3 BEDROOMS ARE PROPOSED FOR THE RESIDERCE,
2. THERE ARE NO WELLS wrosN 1817 DE THE
PROPOSED SEPTIC SYSTEM.
4. TOTAL LOT ARE~ 54,509 SQ FT. = 1 251 ACRES
Condon Eng neenng, P.C.
1755 SIgsbee Road
MatErnal(, New York 11952
(631) 298-t988 (631) 298-2651 Fax
~rw.condcHenginEMdng.mm
REVISIONS
COTTAGE IMPROVEMENTS
Country Route 48
Peconic, New York
SITE PLAN
C-1
OF
1