HomeMy WebLinkAbout20190020 Ver 1_Cover Letter_20190109-40 WithersRavenel
NOOur People. Your Success.
January 9, 2019
US Army Corps of Engineers NC -Division of Water Resources
Wilmington Regulatory Field Office 401 & Buffer Permitting Unit
Ms. Rachel Capito Ms. Karen Higgins
69 Darlington Ave 1617 Mail Service Center
Wilmington, NC 28403 Raleigh, NC 27699
Re: Loblolly Landing Subdivision - NWP 18 PCN Submittal (Revised)
Wilmington, New Hanover County
USACE AID#: SAW -2017-01889
WR Project #03170198.01
Dear Ms. Capito and Ms. Higgins,
On behalf of Pompano Development Group, LLC, we are requesting authorization from the USACE
to use NWP 18 for 0.031 acres of permanent wetland impacts for construction of the proposed
project. The proposed impacts do not meet the conditions in WQCG NO. 4139 for requiring
written authorization from NCDWR and therefore, this is being provided to NCDWR as a courtesy.
The project is ±4.23 acres in size and is located at 7312 Mason Landing Road in Wilmington, New
Hanover County (Latitude: 34.265917°N; Longitude: -77.777660°W). The project is located in
the White Oak River basin and onsite waters drain to Pages Creek. The Water Quality
Classification for Pages Creek is SA;HQW and the Stream Index Number is: 18-87-21. The
cataloging unit for the site is 03020302.
Proposed Proiect
The purpose of the proposed project is to construct an access road and stormwater infrastructure
to facilitate construction of an 8 -lot residential subdivision to meet the current demand for single
family residential houses in northern New Hanover County. The proposed project consists of the
construction of the proposed subdivision, access road and infrastructure (stormwater, water,
sewer, etc).
The proposed impacts will occur from construction of the access road from Mason Landing Road,
as well as construction of the outlets of two vegetated stormwater swales.
The construction of the access road will result in 0.007 acres of permanent wetland impacts
(Impact 2). The impacts are necessary to grade the slopes of the road fill to natural grade.
The onsite stormwater management system consists of three vegetated stormwater swales, which
will provide water quality treatment for the subdivision. The stormwater management system has
been designed to direct the majority of the treated runoff into the onsite wetland, thereby
maintaining and even improving its hydrology, ensuring the wetland will remain a wetland in
perpetuity. The construction of two of the vegetated stormwater swales will result in 0.024 acres
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Loblolly Landing Subdivision - NWP 18 PCN Submittal %0 WithersRavenel
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of permanent wetland impacts (Impacts 1 & 3). The impacts will result from construction of
portions of the vegetated swales within the wetlands, as well as the check dams and rip -rap pads
to reduce flow velocity and prevent erosion within the wetland. The vegetated stormwater swales
must extend into the wetland in order to meet the minimum 100 -ft length as required by the
stormwater SCM manual, and therefore cannot be shortened to avoid the wetland impacts.
However, the benefit to the wetland from receiving the treated runoff exceeds the loss of function
from the 0.024 acres of permanent wetland impacts from construction of the stormwater swales.
Standard commercial construction equipment and techniques will be used to construct the
proposed project.
Please note that we are requesting authorization of the proposed impacts under a NWP 18. NWP
29 Additional Regional Condition 4.1.1 prohibits discharges into wetlands for stormwater
management facilities. Therefore, we are requesting a NWP 18 because impacts to wetlands for
stormwater management facilities are not prohibited under a NWP 18.
Project History
The US Army Corps of Engineers (USACE) issued an Approved Jurisdictional Determination (SAW -
2017 -01889) for the project area on 10/5/2017. A copy of the Jurisdictional Determination has
been provided as an Appendix.
Proposed Impacts
The proposed impacts consist of 0.031 acres of permanent wetland impacts.
The proposed 0.024 acres of permanent wetland impacts (Impact #1 & 3) are for the construction
of two vegetated stormwater swales, a check dam and rip -rap dissipation pad.
The proposed 0.007 acres of permanent wetland impacts (Impact #2) are from grading necessary
for the construction of the proposed access road.
Avoidance and Minimization
Prior to site plan design, the applicant requested that a detailed wetland delineation be conducted
so that impacts to wetlands and "waters" could be minimized. Due to the size and location of
wetlands on the site, impacts to wetlands could not be avoided but were minimized to the
maximum extent possible.
Wetland impacts for construction of the vegetated stormwater swales (Impact #1 & 3) were
minimized by designing them to meet the minimum requirements of the stormwater SCM manual.
Additionally, the proposed swales were designed in an "L -shape" in order to utilize as much uplands
as possible to meet the minimum 100 -ft length requirement before entering the wetland.
In the existing condition, a ditch runs through the onsite wetland which drains to the northern
property line, then west where it eventually flows into an existing culvert under Mason Landing
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Loblolly Landing Subdivision - NWP 18 PCN Submittal %0 WithersRavenel
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Road. This ditch has altered the hydrology of the wetland. The stormwater management system
has been designed to maintain and improve the hydrology within the wetland by conveying treated
runoff into the wetland through vegetated stormwater swales. The swales will discharge treated
runoff into the outer edges of the wetland, allowing for infiltration of surface flow before reaching
the ditch. By conveying the treated runoff to the wetland, they hydrology of the wetland will be
maintained in the post -development condition, which will ensure that the wetland continues to
function as a wetland in perpetuity. If the runoff from the development was bypassed around the
wetland into the downstream portion of the ditch, the wetland would eventually dry up and
eventually cease to be a wetland. Therefore, proposed wetland impacts for construction of the
vegetated stormwater swales provide a hydrologic benefit that exceeds the functional loss of the
proposed 0.024 acres of permanent wetland impacts from the vegetated stormwater swales.
Wetland impacts from construction of the access road were minimized to only those necessary
for the backslopes necessary to grade road fill to existing grade. The access road was aligned to
avoid the onsite wetland as much as possible, while meeting minimum curve radii. Register Lane,
located along the southern property boundary, is a private road, and could not be utilized for
access to the proposed subdivision.
Silt fencing will be installed around all disturbed areas to prevent sediment from escaping into
wetlands during construction. During construction, all equipment will access construction areas
from high ground.
Mitigation
The proposed project will result in less than 0.10 acres of permanent wetland impacts and
therefore, the applicant does not propose mitigation.
Stormwater Management Plan
The stormwater management plan consists of a combination of grassed swales, check dams and
rip -rap dissipation pads. The stormwater management plan will be reviewed and approved by New
Hanover County and NCDEQ Coastal Stormwater Program.
The current request is for 0.031 acres of permanent wetland impacts (see the attached maps and
PCN for details).
Please feel free to call if you have questions or require additional information.
Sincerely,
WithersRavenel
Troy Beasley
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Loblolly Landing Subdivision - NWP 18 PCN Submittal
Senior Environmental Scientist
Attachments:
• PCN Form
• Agent Authorization
• Wetland Exhibit
• USGS Quad Exhibit
• New Hanover County Soil Survey Exhibit
• Approved Jurisdictional Determination
• USFWS List - New Hanover County
• NCNHP Letter
• Impact Exhibits
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