20081475 Ver 1_More Info Received_20081013

PhWK
WDICKSON
community infrastructure consultants
October 10, 2008
08 - IL}15
DO
Mr. Ian McMillan o:' j .1 3 2008
Division of Water Quality „.
ASY
401 Wetlands Unit WE"- us?:)f:ivf ATERt3RANCN
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604
RE: Response to comments on PCN's for Culvert Improvements at Kaplan Drive (DWQ No. 08-
1477), Lail Court (DWQ No. 08-1476), and Swift Drive (DWQ No. 08-1475)
Dear Mr. McMillan:
Attached to this letter are updated PCN forms and/or narratives for the proposed Kaplan Drive, Lail
Court, and Swift Drive culvert Improvements. We have not received comments from the USACE
Raleigh field office but, based on informal pre-submittal coordination, we feel that NWP 3 is
appropriate. The proposed projects are replacement of currently serviceable structures to address
capacity issues following land use changes in the watershed. The projects are being implemented to
reduce flooding thereby reducing flood risk to residences and improving public and emergency
access. Bank stabilization components of the projects are secondary are designed to ensure the long-
term stability of the culvert structures or to address active bank erosion in the project areas.
Kaplan Drive culvert Improvement
Based on your comment letter received October 3, 2008 the most current DWQ PCN form has been
used (March 2008). Also, based on conversations with Eric Kulz, the purpose and need narrative has
been expanded, the stream relocation impacts calculated independently, and buffer impact avoidance,
minimization, and mitigation discussed in greater detail.
Lail Court Culvert Improvement
Based on your request for more information received October 8, 2008 the attached Lail Court project
narrative has been expanded to better define the purpose and need, project plans, and avoidance,
minimization, and mitigation.
Swift Drive
Based on your request for more information received October 8, 2008 the attached Swift Drive project
narrative has been expanded to better define the purpose and need, project plans, and avoidance,
minimization, and mitigation.
720 Corporate Center Drive
Raleigh, NC 27607
Tel. 919.782.049 5
Fax [phone]
www.Adickson.com
Transportation 9 Water Resources e Urban Development • Geomatics
Please contact me if you have any questions regarding this PCN submittal ([e-mail]).
Thank you for your prompt attention to these important flood control improvement projects.
Sincerely,
W.K. Dickson & Co., Inc.
Daniel Ingram
Project Scientist
cc: James Shern, USACE
Craig Deal, Project Manager
Tom Murray, PE, Project Manager
File: 60319.00.RA
c/fe/97084/5-7asbil.doc
PRE-CONSTRUCTION NOTIFICATION
NATIONWIDE PERMIT 3
PROPOSED LAIL COURT CULVERT IMPROVEMENT
SIMMONS BRANCH DRAINAGE BASIN
WAKE COUNTY, NORTH CAROLINA
PROJECT NARRATIVE
Introductinn
The Lail Court culvert improvement is part of a watershed wide plan for Simmons Branch
to reduce roadway and structure flooding in a predominantly residential neighborhood in
West Raleigh. The Lail Court roadway currently overtops during the 2-year 24-hour storm
event based on built out land use conditions. Residential flooding occurs at five houses
within the vicinity of the Lail Court and Swift Drive culvert crossings based on survey
elevations provide by the City of Raleigh. The proposed project is designed to convey the
10-year 24-hour storm based on future land use conditions: The proposed culvert
improvement described herein will substantially reduce roadway flooding in the project
area and reduce residential flooding. Reducing roadway flooding at Lail Court is
particularly important as Lail court is the only point for emergency access to five homes.
The culvert improvements at Lail Court are part of a series of improvements throughout the
Simmons Branch Watershed to reduce roadway and residential flooding. Completion of
this project would affect areas under U.S. Army Corps of Engineers (USACE) jurisdiction,
specifically 2 linear feet of permanent stream impact for culvert replacement and 30 linear
feet of stream for a temporary detour. These impacts are unavoidable and required to
provide access, hydraulic function, and stability.
Site Location and Description
Simmons Branch drains approximately 1.2 mi' from Western Boulevard to south of Avent
Ferry Road (Figure 1). The stream discharges to Walnut Creek just south of Lake Johnson.
While commercial areas in the vicinity of Western Boulevard have developed in recent
years, the majority of land use along Lail Court is residential. Rain events in 2001 caused
significant residential flooding in the watershed precipitating the "Simmons Branch
Drainage Study", completed in 2002. Recommended project locations from the 2002
study are intended to provide a 10-year level of service at major roadway crossings
assuming built out conditions in the watershed. The latitude and longitude coordinates are
35.7768833°N -78.703330W.
The existing culvert at Lail Court consists of 40 linear feet of twin 60" reinforced concrete
pipe. Catch basins located directly on top of the southern barrel collect street runoff and .
discharge directly to the culvert. Concrete headwalls with wings exist on the upstream and
downstream ends.
The existing cover over the culvert is limited, which will prevent constructing taller
culverts at this location. Several utilities are located along Lail Court that will need to be
Proposed Culvert Improvements in the Simmon's Branch Drainage Basin Page 2
moved or temporarily moved during construction. The most notable utility conflict is an
8" sanitary sewer pipe that runs directly under the existing culvert. The 8" sanitary sewer
line will be relocated upstream of the culvert under Simmons Branch.
Construction of any culvert improvements along Lail Court will require a temporary detour
to maintain traffic into the cul-de-sac. Lail Court is the only access point for emergency
vehicles for five residences.
The existing channel between Lail Court and Swift drive is 150 linear feet in length and an
average width of 20 feet. Approximately 50 percent of the channel banks are unstable and
showing signs of erosion.
The topography on the property consists of moderately sloping terrain. Simmons Branch
flows from west to east through the middle of the property. The property generally drains
to the south, away from Lail Court, eventually draining into Walnut Creek. The site is
located in the Neuse River basin (HUC 03020201).
Project Description and Purpose
The purpose of the proposed project is to increase channel and culvert efficiency and
capacity to reduce roadway flooding and flood risk to existing structures. Lail Court is the
only access point to five homes and road closures due to flooding are a public safety
concern. Five homes in the project area are subject to flooding as well. The, proposed
project is part of a watershed level initiative to reduce flooding. Bank stability
improvements will also decrease erosion and improve water quality and aquatic habitat.
Analysis of the Lail Court hydraulic models resulted in a 25' x 5' opening required to pass
the 10-year 24-hour storm event. A combination of a single 9' x 6' and twin 8' x 6'
reinforced box culverts (buried 1.0 foot) is recommended with one culvert conveying the
base flow from the stream. The existing catch basins located directly on top of the Lail
Court culverts will be removed and two new catch basins installed south of the culverts.
The catch basins will discharge to an 18" RCP that will discharge into the downstream
wingwalls of the proposed box culverts rather than the top of the culverts. Prefabricating a
hole in the top of the box culvert for a catch basin discharge carries a greater risk during
installation if the hole is not located in the correct spot.
The sanitary sewer along Lail Court will be relocated from underneath the drainage
culvert. The proposed line would be relocated upstream of the culvert. Crossing the
stream upstream of the culvert rather than downstream will allow for more coverage on the
sanitary pipe when it crosses under the stream. Approximately 1.7 feet of cover will be
provided upstream of the culvert and approximately 1.0 feet of cover would be provided
downstream of the culvert. Public Utilities requires a minimum of 1.0 feet of cover on
sanitary crossings under stream channels.
Channel improvements between Lail Court and Swift Drive include widening of the
channel above the OHWM to lower the 10 year water surface elevation to the existing top
of bank elevation and to tie the channel banks into the wider culverts at Lail Court and
Proposed Culvert Improvements in the Simmon's Branch Drainage Basin Page 3
Swift Drive. A Floodplain bench will be graded. on the right side of the stream at the
approximate elevation of the 2-year peak water surface elevation. Live stakes will be
planted along either side of the stream for stabilization purposes.
Equipment to be used will include typical earthmoving equipment and construction
equipment.
Jurisdictional Waters/Wetlands of the U.S.
One perennial stream is located in the central portion of the property (Simmons Branch).
This stream is a tributary to Walnut Creek. Simmons Branch in the vicinity of Lail Court is
a highly impaired urban channel. Upstream of the Lail Court culvert the channel is
approximately 15 feet wide with steep eroding banks confined between Swift Drive and
maintained lawns. Downstream of the culvert Simmons branch is confined between Swift
Drive and maintained lawns (Figure 2). The banks are unstable and eroding in many
locations. No wetlands are present in the project area.
Avoidance and Minimization
Storm water design requirements were obtained from the City of Raleigh stormwater
design manual entitled "City of Raleigh Stormwater Management Design Manual" dated
January 2002 and City of Raleigh code Section 10-3053. Design standards include:
• Systems must pass the 10-year 24-hour storm
• Culverts for more than 25 acres must have at least 2 feet of freeboard for the
10-year 24-hour storm and 6 inch of freeboard for the 100-year 24-hour
storm
• Pipe slopes shall be no less than 0.5% and no greater than 12%
• Minimum cover outside R.O.W is 0.5 feet
• Side slopes for vegetated channels should be no more than 3 to 1
Since the culvert improvement will be a retrofit in a predominantly developed area, some
of the design standards may not be feasible or cost effective. At a minimum the proposed
culvert improvement was designed to convey the 10-year 24-hour storm based on future
land use conditions.
Due to stream location, access considerations, and footprint requirements, impacts to
streams are unavoidable. The proposed culvert is 2 feet longer than the existing culvert,
minimizing impacts from the upgrade of the new culvert. The roadway width and fill
slopes have been minimized while still fulfilling geometry and traffic considerations.
Stream disturbance width will be minimized and all conditions of NWP 3 will be
complied with.
Jurisdictional Impacts
The total area of jurisdictional waters of the U.S. to be impacted by the proposed culvert
upgrade project is 0.001 acres of permanent stream fill and 0.015 acres of temporary
stream f i 11.
Proposed Culvert Improvements in the Simmon's Branch Drainage Basin Page 4
The permanent stream fill is generated by an additional 2 feet of culvert length at the Lail
Court road crossing. The impact is required due to geometry constraints for the culvert
upgrade, accessing the Lail Court ROW, and is located adjacent to the stream fill. The
temporary impact is for 30 linear feet of fill for a temporary detour during construction and
15 linear feet due to a utility relocation under Simmons Branch. Lail Court is a cul-de-sac
and vehicular access must be maintained for residential and emergency vehicles. The
existing sanitary sewer line is in conflict with the existing storm culverts and needs to be
relocated to avoid conflict with the proposed culverts.
Best Management Practices
Prior to the beginning of any construction activities, the applicant will implement Best
Management Practices (BMP's) to minimize erosion and migration of sediments into
affected waterways (streams and wetlands) during the construction phase. A detailed
Erosion Control Plan will be developed and submitted for review and permitting by the
local jurisdiction. It will include appropriate erosion and siltation control devices placed
between the construction area and any affected waterway. These devices may include the
use of mulches, sediment basins, silt fences, or other devices capable of preventing erosion
and migration of sediments. Monitoring of BMP's will take place in accordance with the
requirements of the North Carolina NPDES general permit for construction activity to
assure that the erosion and sediment control devices are installed properly and maintained
in a functioning condition.
Compensatory Mitigation
Compensatory mitigation for this project is not proposed. On-site mitigative measures
include minimization of impacts, use of natural channel design techniques to provide bed
and bank stability, native plantings on stream banks, and strict erosion control measures.
Riparian and Watershed Buffers
Impacts to the riparian buffer will be minimal with only the removal of some small trees
along the stream banks and in the vicinity of the culvert upgrade. The riparian buffer has
an existing land use of maintained lawn and right-of-way. The culvert upgrade at Lail
Court does not result in an increase in impervious surfaces. The trees that are removed
will be replaced and the stream banks replanted with appropriate native species. The
culvert will cross the road at an angle between 75 and 105 degrees. No riparian buffer
mitigation is proposed. Due to bank stabilization and riparian plantings the riparian buffer
will be enhanced as a result of the proposed project.
Floodplain Encroachment
The proposed project will not encroach upon the 100-year floodplain and is not in a flood
hazard area.
Threatened and Endangered Species "
Table 1 below lists threatened and endangered species in Wake County. No protected
species or suitable habitat was observed in the project area. The proposed project is not
likely to adversely affect any protected species.

Proposed Culvert Improvements in the Simmon's Branch Drainage Basin Page 5
Table 1. Threatened and endangered snecies in nroiect area
Common Name Scientific Name Federal Status Record Status
Vertebrates
Red-cockaded woodpecker Picoides borealis Endangered Historic
Invertebrates
Dwarf wedgemussel Alasmidonta heterodon Endangered Current
Vascular Plants
Michaux's sumac Rhus michauxii Endangered Current
Cultural and Historical Resources
A database search of National Register of Historic Properties indicated no listed historic
properties in the project vicinity. Additionally, a site visit determined that no existing
structures will be impacted by the proposed project.
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