20110155 Ver 1_More Info Received_20110401

McGiff
A S S O C I A T E S
March 29, 2011
Mr. Ian McMillan
401 Permitting Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650

LYENR WAIER WALfj?
TLANDS AND STORMTRI gkvi'
RE: Additional Information
401 Water Quality Certification
Heart of Fletcher - Town Hall
DWQ Project #11-0155
Henderson County, North Carolina
Dear Mr. McMillan:
Per the letter dated March 22, 2011 requesting additional information for the above
referenced project, please find enclosed four copies of each of the following items.
1. Revised project narrative
2. Stream relocation plan which includes:
a. A clarification on the permanent fill impacts and the restoration length
proposed for the site.
b. A complete design for the stream restoration, including a construction
sequence, 30-foot conservation easement and planting plan.
3. Photos of the existing stream channel along with the identification and measurement
of the stream.
4. The Town will provide as-builts along with photo-documentation upon completion of
the project. The Town will provide monitoring efforts for a 5-year period.
5. A copy of the submittal letter to Henderson County for the stormwater BMP/plans
and specifications.
E n g i n e e r i n g • P l a n n i n g • F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • Fax: [phone]
Mr. Ian McMillan
March 29, 2011
Page 2 of 2
Upon further review, if you require additional information or have any questions, please
do not hesitate to contact Greg Hoffman or me.
Sincerely,
c ILL ASSOCIATES, P.A.
RE ECCA J. J SON, PE
Senior Project Engineer
cc: Mark Biberdorf, Town of Fletcher
Susan A. Wilson, Surface Water Protection Section (w/ enclosure 1 copy)
Tyler Crumbley, USACE (w/ enclosure 1 copy)
File (w/ enclosure 1 copy)
p:\2011\11.00401-fletcher town hall site design\letters\im24march1 l.docx
PROJECT NARRATIVE
PPM@[Mowp- O
'-APR 0 1. 2011
UENR . WAT ER QUALITY
The Town of Fletcher proposes to develop the property adjaN P6AVA9YM W* rks
and Recreation Department to establish the community center, the Heart of Fletcher. The
property is currently an agricultural site that contains 1.06 acres of wetlands and 4,154 linear feet
of streams as delineated by the Unites States Anny Corp of Engineers (USACE) along with
Clearwater Environmental Consultants.
The original master plan for the site was to develop most of the property to incorporate
the Town's administrative offices as well as provide an area for commercial development. The
original site plan was developed using an aesthetic approach without much consideration to the
environmental impacts to the site. A copy of the original site plan is attached for reference. The
impacts to the wetlands and streams would have required an Individual Permit from the USACE.
The Town has revisited the original concept of the site and has revised the plan based on
economic factors as well as overall approach. The currently proposed project consists of a single
Town Hall building that will house the Town's administrative offices and Police department,
producing minimal impacts to adjacent streams and wetlands. The revised site plan has moved
the location of the proposed building site as well as incorporated retaining walls to limit the
amount of disturbance on the project. The proposed site will also have minor temporary impacts
to the adjacent streams with a permanent relocation of the stream behind the proposed site,
reducing the overall impact to the site.
We have calculated the drainage area of the proposed relocated strearn section. The total
watershed acreage is approximately 52 acres, which corresponds to a discharge of approximately
7.6 cfs from the North Carolina Rural Mountain and Piedmont Regional Curve. Based on field
survey data and comparison to other typical stream relationships, we have determined that a "B"
type stream is most appropriate for this relocation, based on the slope of the site for the section
of stream to be relocated. Although it would be desirable to restore the majority of the stream on
this property to correct the obvious impacts that previously occurred, the Town does not
currently have the funds available to perform a restoration project of this magnitude. In addition,
the development plan for this property is only conceptual beyond the Town Hall project and a
full restoration plan would be more appropriately implemented in the future, once these details
are known.
The proposed cross sectional area of the relocated/restored stream will be between 3.3
and 3.8 square feet, with a resulting velocity of approximately 2.2 fps. The mean depth of the
stream will be 0.3 to 0.5 feet with a Dmax = 1.2 to 1.4 feet. The proposed channel length is 172
feet with an average slope of 3.1%. The energy of the chamlel flow will be dissipated by use of
step/pool systems, resulting in a modest sinuosity of approximately 1.15. The step length will
range from 2 to 3 feet and the pool length will range from 6 to 9 feet.
The stream relocation is part of the overall ToNvn Hall Project, which is being submitted
to NCDENR, Division of Land Quality to request the Erosion Control Permit. Therefore, only
items specific to the erosion control for the stream channel itself are enclosed within the Stream
Relocation Plan drawings. Once all erosion control measures necessary to protect the non-
disturbed portions of the stream and the portion of the reach being relocated, the relocated
channel will be staked and constructed. This includes installing a pipe to bypass the stream
during the anticipated construction period of 3 weeks. A stream restoration specialist will assist
the contractor in locating the specific structure locations and confirm the proper installation of
the proposed stream channel in accordance with the Stream Relocation Plan drawings. Once the
stream channel is constructed, the permanent seeding and erosion control matting will be
installed. Once the primary channel is established and protected with biodegradable erosion
matting, the proposed bypass will be removed and water will be released into the relocated
stream channel. Once the channel is established, the final tree, shrub, and live staking
installation will be installed with native species in accordance with the drawing details. A
complete design package has been attached.
The Town of Fletcher will contract with a stream restoration specialist for the purpose of
monitoring the stream after construction is complete.
We are prepared to perform all necessary reporting, bidding, construction monitoring and
close-out documentation as required by USACE, DWQ and all other commenting agencies.
McGifl
A S S O C I A T E S
March 18, 2011
Ms. Natalie J. Berry, PE
Assistant County Engineer
Henderson County Engineering Department
100 North King Street
Hendersonville, North Carolina 28792

RE: Stormwater Permit Application
Fletcher Town Hall
Henderson County, North Carolina
Dear Ms. Berry:
Please find enclosed three (3) complete copies of the stormwater permit application for
the above referenced project. The application includes the following information:
1. Town of Fletcher Permanent Water Quality Submittal Checklist
2. Stormwater Management Computations
3. Project Development plans relative to stormwater infrastructure
Please note that we intend to submit the signed operation and maintenance agreement
after receiving the stonnwater pen-nit.
If upon review you should have any questions or need additional information, please do
not hesitate to contact myself or Greg Hoffman.
Sincerely,
McGILL ASSOCIATES, P.A.
RE ECCA ON, PE, CPSWQ
Senior Project Engineer
cc: Mr. Mark Biberdorf, Town of Fletcher
File
P:\2011\11.00401-Fletcher Town Hall Site Design\Letters\nb I 8marll - stormwater pem it.docx
E n g i n e e r i n g e P l a n n i n g o F i n a n c e
McGill Associates, P.A. P.D. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • Fax: [phone]
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