20110182 Ver 1_More Info Received_20110506

DEPARTMENT OF TRANSPORTATION ?y
May 4, 2011
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
North Carolina Division of Water Quality
Surface Water Protection Section
Attn: Mr. Rob Krebs
610 East Center Avenue, Suite 301
Mooresville. NC 28115
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414),
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EUGENE A. CONTI, JR.
SECRETARY
V - C) cz ?--
Subject: Union County - Proposed Relocation of Weddington School Road
TIP No. U-251 0B, WBS Element No. W022260
Dear Mr. Krebs:
The North Carolina Department of Transportation (NCDOT) is in receipt of your "on
hold" letter dated March 17, 2011 regarding the proposed relocation of Weddington
School Road in Union County (U-251 0B). Our staff has reviewed the cited deficiencies
and we would like to offer the following response:
"The application does not provide information related to the adjacent property
owner, Mr. Daniel Healy. Based upon Union County tax records, Mr. Healy
owns approximately 4.5 acres of the 7 acre pond/wetland complex for which a
portion is proposed for impact. DWQ is requesting documentation stating that
Mr. Healy has no objections to the proposed project."
The proposed relocation of Weddington School Road was originally included as
part of the U-2510A project and discussed in several citizens' informational
workshops. The last citizen's informational workshop that the proposed
relocation was discussed in and received support to move forward (no negative
comments noted) was May 22, 2003.
The proposed relocation of Weddington School Road will take place on property
that is currently owned by Weddington United Methodist Church. Mr. Healy's
property will not be directly impacted as a result of this project being constructed.
"The Pre-Construction Notification (PCN) does not provide adequate purpose and
need and a full range of alternatives for the proposed project. Adequate access to
the church facilities currently exists. The PCN does not include alternatives to
address what appear to be safety concerns related to the church's school. Other
alternatives may exist to address safety concerns (i.e., signage, speed bumps) that
do not result in impacts to jurisdictional resources"
716 West Main Street, Albemarle, NC 28001 • [phone] • Fax [phone]
BEVERLY EAVES PERDUE
GOVERNOR

J/
U-25IOB (Weddington School Road Relocation)
The NCDOT Division 10 staff assumed that purpose and need as well as any
possible alternatives had been considered in the early planning stages of U-
2510A, hence the reason that no additional information, other than that which was
contained in the PCN, was provided.
At the present, there are 184 single family residences and 84 undeveloped parcels
(this includes at least one new subdivision that has a potential to expand beyond
its current footprint) located behind Weddington United Methodist church that
have access to Weddington School Road. Due to the current location of the
intersection of Weddington School Road and NC 16, coupled with the fact that
egress is right-turn only, there is a high volume of traffic that is accessing the
traffic signal at the NC 16 and NC 84 intersection by driving through the church
parking area versus driving 0.20 of a mile south to the closest directional
crossover. The current preferred traffic pattern by motorists not only creates a
safety issue for the church and school, it also creates a long-term maintenance
concern for their property.
Weddington School Road is a NCDOT maintained secondary road and traffic
calming devices such as speed bumps cannot be considered. Typically speed
bumps are located in subdivisions where the subdivision installs and maintains
these devices. Even with the installation of traffic calming devices and additional
signage, we do not feel that the current preferred traffic pattern would be
discouraged.
As referenced in the PCN, the original Roadway Design Unit U-2510A proposal
for the realignment of Weddington School Road would have resulted in additional
wetland impacts than the alignment that was submitted for consideration. There
is the "no build" option which does nothing to alleviate safety concerns and long
term maintenance needs for the church and school, there is the original U-2510A
design which would have relocated the public road away from the center of the
church's campus and allow them a more effective means to control traffic on their
property but would have resulted in more wetland impacts and there is the current
proposal which relocates the public road away from the center of the church's
campus with more open water impacts and less wetland impacts. There are no
other reasonable alternatives that can be considered at this time.
We have also included a letter of support and justification from the Town of
Weddington in with this response as well.
- "The PCN does not provide adequate avoidance and minimization information.
NCDOT constructed a "stub out" on NC 16 (Providence Road) within the last
year in the proposed location of the new road alignment. The construction of this
facility, prior to formal discussions with both DWQ and the U.S. Army Corps of
Engineers, indicates a "pre-determination" for the road alignment, thereby
eliminating other avoidance and minimization measures."
2
U-2510B (Weddington School Road Relocation)
Construction of the "stub out" as
predetermine the road realignmei
Army Corps of Engineers. Effor
the U-25 10A project are docume
trt of the U-2510A project was not an effort to
prior to discussions with DWQ and the U.S.
to realign Weddington School Road as part of
A as far back as 2003.
As previously mentioned, the I
established the location of the i
of the church's property. Both
the same location and, in an of
16 in the future, the "stub out"
both a safety and cost consider
- "The PCN does not include a pro
indicates 1.5:1 slopes on the road
the road."
A profile drawing for the
response.
- "The PCN indicates that the `an
being installed simultaneously.'
control plans prior to the issuan
project. NCDOT is encouraged
curtains during construction."
Erosion control plans for the prol
floating turbidity curtains will be
ion assumed that prior planning had
;ned road's tie into NC 16 on the far south end
ignment alternatives would have terminated in
o avoid unnecessarily impacting traffic on NC
constructed as part of the U-2510A project as
drawing for the proposed road. The PCN
does not include the proposed elevation of
road, with elevations, is included in this
will be graded with erosion control measures
IWQ will require the submittal of erosion
of a 401 Water Quality Certification for this
investigate the use of floating turbidity
project are included in this response and
during construction.
- "Provide documentation that the installation of a 42" equalizer pipe in the
causeway is sufficient to maintain hydrology between the remaining jurisdictional
areas not impacted by the causeway."
I
The 42-inch equalizer pipe was recommended by the NCDOT Hydraulics Unit
after conducting a preliminary hydraulic study of the existing drainage area and
the proposed increase in impervious area from the relocated roadway. Please see
the enclosed November 2, 2010 memo from our Hydraulics Unit to that effect.
It should also be noted that the rock fill will conduct water as well due to the
interstitial space that is created when constructing a causeway base with large
aggregate.
"Provide documentation indicating how NCDOT proposes to manage stormwater
associated with proposed causeway. At a minimum, oil and grease impacts from
the road will impact the existing resource in the absence of adequate stormwater
measures."
U-251013 (Weddington School Road Relocation)
Stormwater along the causeway will be treated by the grass shoulders and grass
shoulder slopes that are to be constructed along the roadway.
- "The PCN indicates that the proposed causeway will be constructed with 1.5:1
slopes to minimize impacts. The PCN does not indicate how NCDOT proposes to
stabilize the shoulders. Typically, slopes this steep require rock plating. If rock
plating is used to stabilize the steep slopes, how does NCDOT propose to keep
the rock from resulting in additional, unauthorized fill impacts to the pond and
wetland complex. Additionally, rock plating will provide little or no stormwater
treatment."
Plans for the proposed causeway have been included in this response. The rock
base for the causeway will be constructed with 1.5:1 shoulder slopes. The rock
base extends above the high water mark for the man-made pond and will bench
back approximately three feet. A soil base with 2:1 shoulder slopes will be
constructed on top of the rock causeway which will allow for vegetated road
shoulders and shoulder slopes to be constructed along the roadway. The width of
the base of the proposed rock causeway was used to determine the impacts to the
man-made pond and wetland fringe.
We hope that this response is sufficient enough to address the concerns that were cited in
the March 17th "on hold" letter. Should you have any questions or need any additional
information regarding this response, please contact Mr. Larry Thompson, Division
Environmental Supervisor, at [phone]. Thank you for your assistance.
Sincerely,
Barry S. Moose, PE
Division Engineer t"r
BSM/LBT
cc: Ms. Polly Lespinasse, NCDWQ
Ms. Liz Hair, USACE
Mr. Randy Bowers, DDC
Mr. Phil Suggs, FOE
Mr. Larry Thompson, DES
File
4
TOWN OF
WEDDINGTON
1924 Weddington Road • Waddington, North Carolina 28104
May 2, 2011
NCDENR
610 East Center Avenue
Suite 301
Mooresville, NC 28115
RE: Weddington Church Road Relocation
The purpose of this letter is to demonstrate support from the Town of Weddington for the
Weddington Church Road relocation project proposed by NCDOT.
The proposed relocation of Weddington Church Road would be beneficial to the Town,
Weddington United Methodist Church, and the Longview, Steeple Chase, Weddington Estates
and The Retreat subdivisions. The relocated road would intersect with Providence Road at a full
service traffic signal providing safe and convenient access to residents and visitors. In addition,
the road would also provide a future full service intersection point for over 50 acres of
undeveloped land on the east side of Providence Road. This existing intersection would
eliminate the need for another driveway, road and/or curb cut along Providence Road.
The widening of Providence Road has always been considered a priority by the Town of
Weddington, MUMPO and NCDOT. When construction began on Providence Road the
Weddington Church Road relocation was consideredlpart of that same project. Only recently did
the Town learn that Weddington Church Road would be done as a separate project.
Please take into consideration all of these points when reviewing NCDOT's application for the
Weddington Church Road relocation. If there are any questions or concerns regarding this
matter, please feel free to contact me at our office at the number below.
Sincerely,
I
Jordan C. Cook
Zoning Administrator/Planner
Telephone [phone] Fax [phone]
0
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GOVERNOR
November 2, 2010
COUNTY: Union
MEMORANDUM TO: Mr. Randy Bowers
DDC Engineer
FROM: Roger E. D'Jernes e19-
Regional Hydraulics Engineer
SUBJECT: Structure Recommendation
Weddington School Road Relocation
300' East of NC 16
EUGENE A. CONTI, JR.
SECRETARY
Pursuant to your request on November 2, 2010, for pipe size recommendation at the
above subject site, the following is offered.
Drainage Area: 30 Acres
Existing Structure: New Location
Recommended Pipe Size: 1 42"
This recommendation is made from an office review only. Specific site conditions
or limitations may dictate the use of an alternate structure. If such conditions are
noted, please contact this office for further analysis.
RED
cc: Mr. Ritchie Hearne, PE
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
HYDRAIIl1CS UNIT
1590 MAIL SERVICE CENTER
RALEIGH NC 27699-1590
TELEPHONE [phone]
FAX: [phone]
WEBSITE. WWW.DOH.DOT.STATE.NC.US
LOCATION:
CENTURY CENTER COMPLEX
BUILDING B
1020 BIRCH RIDGE DRIVE
RALEIGH NC

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