HomeMy WebLinkAbout1000-21.-2-5.1 OFFICE LOCATION:
Town Hall Annex
54375 State Route 25
(cor. Main Rd. & Youngs Ave.)
Southold, NY
MAILING ADDRESS:
P,O. Box 1179
Southold, NY 11971
Telephone: 631 765-1938
Fax: 631 765-3136
LOCAL WATERFRONT REVITALIZATION PROGRAM COORDINATOR
TOWN OF SOUTHOLD
Jim King, President
Town of Southold Board of Trustees
From: Scott Hilary, LWRP Coordinator
Planner
Date: May 7, 2008
Chapter 268: Waterfront Consistency Review
Wetland Permit for ARIELLE S. GEROSA
SCTM#21-2 -5.1
Nancy Dwyer Design Consulting, Inc. on behalf of ARIELLE S. GEROSA requests a Wetland
Permit to construct a new full second-story addition to the existing one-story dwelling,
reconstruct existing deck, and increase the size of the existing septic system. Located: 415
Aquaview Ave., East Marion. SCTM#21-2-5.1
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 proposed action is CONSISTENT with LWRP policy standards and therefore is
CONSISTENT with the LWRP; provided that the proposed action meets LWRP sub-
policies 5.2 and 5.3, as outlined below.
Policy 5 Protect and improve water quality and supply in the Town of Southold.
5.2 Minimize non-point pollution of coastal waters and manage activities causing nonpoint
pollution.
A. Minimize non-point pollution of coastal waters using the following approaches,
which are presented in order of priority.
1. Avoid non-point pollution by limiting non-point sources.
b. Avoid activities which wouM increase off-site stormwater runoff
and transport of pollutants.
· achieve no net increase ofrunoffwhere unimpaired stormwater runoff
conditions exist
d. Retain or establish vegetation to maintain or provide:
· soil stabilization
· filtering capacity in riparian and littoral zones
e. Preserve natural hydrologic conditions.
· Maintain natural surface waterflow characteristics.
· Retain natural watercourses and drainage systems where present.
· gt~here natural drainage systems are absent or incapable of handling the
anticipated runoff demands:
· develop open vegetated drainage systems as the preferred approach and
design these systems to include long and indirect flow paths and to decrease
peak runoff flows
· use closed drainage systems only where site constraints and stormwaterflow
demands make open water systems infeasible
Reduce pollutant loads to coastal waters by managing unavoidable nonpoint sources
and by using appropriate best management practices as determined by site
characteristics, design standards, operational conditions, and maintenance programs.
Reduce non-point source pollution using specific management measures
appropriate to specific land use or pollution source categories.
5.3 Protect and enhance quality of coastal waters.
Protect water quality of coastal waters from adverse impacts associated with
excavation, fill, dredging, and disposal of dredged material.
To further LWRP policy standards the applicant must comply with erosion control and
drainage standards pursuant to ~ 275-11.
§ 275-11 Construction and operation standards.
(1) Drainage upgrade. Applicants for a permit for any form of construction may be required
to upgrade the site's drainage system such that all surface water generated from impervious
surfaces shall be kept onsite through inj'dtration or retention. Applicants proposing grading or
filling operations will be required to submit a drainage plan for the entire site at the discretion of
the Trustees. See 3~ 275-6A(14) for requirements.
(2) Erosion control. Installation of an erosion control structure is necessary during any
building, grading, landscaping or site work activity within Trustee jurisdiction. This structure
may include, but is not limited to, installation ora silt fence, hay bales, wood chip berm and silt
booms. The placement of the erosion control structure(s) shall be determined by the Trustees or
their designee. All intertidal construction and excavation requires the installation of a silt boom
that will retain all suspended sediments within the immediate project area.
Page Iofl
Hilary, Scott
From: Terry Mark
Sent: Wednesday May 21 2008 1241 PM
To: Hi)ary Scott
Subject: Gerosa
5/23/2008