19930445 Ver 1_COMPLETE FILE_19930525

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
`??",' a ??? ?.? .'• 1i
WILMINGTON, NORTH CAROLINA 28402-1890 ?-;i- I ,
IN REPLY REFER TO April 9, 1993
Regulatory Branch
Action ID. 199301623-- Nationwide Permit No. 12 (Utility Line Backfill and
Bedding) and No. 14 (Road Crossing)
Metropolitan Sewerage District of Buncombe County
Mr. W.H. Mull, P.E.
Post Office Box 8969
Asheville, North Carolina 28814
Dear Mr. Mull:
Reference your application of May 5, 1993, for Department of the Army
authorization to construct sewer line improvements in the Town of Weaverville,
Buncombe County, North Carolina. The project will involve ten subaqueous
crossings of headwater tributaries to Reems Creek and one culvert replacement
and extension to allow a new sewer line to cross it. Reems Creek is a
Designated Public Mountain Trout Water. The projects have been reviewed by
the N.C. Wildlife Resources Commission (WRC) for any potential adverse impacts
to trout waters.
For the purposes of the U.S. Army Corps of Engineers' Regulatory Program,
Title 33, Code of Federal Regulations (CFR), Part 330.6. published in the
Federal Register on November 22, 1991, lists nationwide permits (NWP).
Authorization, pursuant to Section 404 of the Clean Water Act, was provided
for the discharge of material for backfill or bedding for utility lines,
including outfall and intake structures, provided there is no change in
pre-construction contours. Authorization, pursuant to Section 10 of the
Rivers and Harbors Act of 1899 and Section 404 of the Clean Water Act, was
provided for fills for roads crossing waters of the United States (including
wetlands and other special aquatic sites) provided:
a. The width of the fill is limited to the minimum necessary for the
actual crossing;
b. The fill placed in waters of the United States is limited to a filled
area of no more than 1/3 acre. Furthermore, no more than a total of 200
linear feet of the fill for the roadway can occur in special aquatic sites,
including wetlands;
C. The crossing is culverted, bridged or otherwise designed to prevent
the restriction of, and to withstand, expected highflows and the movement of
aquatic organisms;

d. The crossing, including all
permanent, is part of a single and
the United States; and
-2-
attendant features, both temporary and
complete project for crossing of a water of
e. For fills in special aquatic sites, including wetlands, the permittee
notifies the District Engineer in accordance with the "Notification" general
condition.
Your work is authorized by these NWPs provided it is accomplished in
strict accordance with the enclosed conditions, and those outlined in the
attached March 24, 1993 WRC letter. This authorization does not relieve you
of the responsibility to obtain any required State or local approval.
Information regarding issuance of a Section 401 Water Quality Certification
may be obtained through Mr. John Dorney, Division of Environmental Management,
at [phone].
This verification will be valid for 2 years from the date of this letter
unless the NWP authorization is modified, reissued, or revoked. Also, this
verification will remain valid for the 2 years if, during that period, the NWP
authorization is reissued without modification or the activity complies with
any subsequent modification of the NWP authorization. If during the 2 years,
the NWP authorization expires or is suspended or revoked, or is modified, such
that the activity would no longer comply with the terms and conditions of the
NWP, activities which have commenced (i.e., are under construction) or are
under contract to commence in reliance upon the NWP will remain authorized
provided the activity is completed within 12 months of the date of the NWP's
expiration, modification or revocation, unless discretionary authority has
been exercised on a case-by-case basis to modify, suspend, or revoke the
authorization.
Questions or comments may be addressed to David Baker in our Asheville
Regulatory office at [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
-3-
Al
r
Copies Furnished (without enclosure):
Mr. John Parker
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
,or. John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
N.C. Wildlife Resources Commission
Mr. Mickey Clemmons
Route 1, Box 624
Waynesville, North Carolina 28786
McGill Associates
Mr. Dale E. Pennell
Post Office Box 2259
Asheville, North Carolina 28802
State of North Carolina
Department of Environment,
Health and Natural Resources 4 • •
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
p F= H N F1
A. Preston Howard, Jr., P.E., Director
June 1, 1993
Mr. W.H. Mull
Metropolitan Sewerage District
Buncombe County
P.O. Box 8969
Asheville, N.C. 28814
Dear Mr. Mull:
Subject: Proposed fill in Wetlands or Waters
Sewer line installation and streambank stabilization
Buncombe County
DEM Project # 93445
Upon review of your request for 401 Water Quality Certificftion to place fill material in
0.23 acres of wetlands or waters which are tributary to French Broad River for installation of a
sewer line and streambank stabilization located at Earl Capps Hollow, ZRiverside Dr. and
Taylor St. in Buncombe County, as described in your submittal dated 20 May 1993, we have
determined that the proposed fill can be covered by General Water Quality Certification Nos.
2664 & 2671 issued January 21, 1992. Copies of the General Certifications are attached.
These Certifications may be used in qualifying for coverage under Corps of Engineers'
Nationwide Permit Nos. 12 & 26.
If you have any questions, please contact John Dorney at 919-733-1786.
Sincerely,
p1?flreston. Howard, Jr. F?.
93445.Itr y
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Dorney
Central Files
Clayton Morrell; McGill and Associates
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
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WGILL ASSOCIATES, P.A.
CONSULTING ENGINEERS
May 20, 1993
Mr. John Dorney
Water Quality Planning
Division of Environmental Management
North Carolina Department of Environment,
Health and Natural Resources
Post Office Box 29535
Raleigh, North Carolina 27625-0535
401 ISSUED
RE: Earl Capps Hollow Sewer Line
Metropolitan Sewerage District
of Buncombe County
Dear Mr. Dorney:
Please find attached for your review and approval the following items:
1. Seven (7) copies of the "joint form" for NWP No. 12 signed and dated for a Section
401 certification for the subject project.
2. Location map of the project area.
3. Plan of all areas where the sewer line is crossing or is adjacent to the stream.
4. Details
We are making application for NWP 12 and 26 to the United States Army Corps of Engineers
and the North Carolina Wildlife Resources Commission for their approval.
This project has approximately 0.23 acres of rip rap bank stabilization which equates to
approximately. 950 total lineal feet. Since the stabilization material is less than one-third acre and the
stream flow is less than 5 cfs, the Corps advised the use of NWP 26. As discussed in a telephone
conversation with Ron Ferrell of your office, the sewer line is located as shown due to the restrictive
location of dwellings, and the steep mountain slopes terminating at the stream bank.
P.O. BOX 2259 / 704/252-0575 / 38 ORANGE STREET
ASHEVILLE, NC 2BB02 704/252-2518 [FAX] ASHEVILLE, NC 2BB01
John Dorney
May 20, 1993
Page 2
If you have any questions, please do not hesitate to contact Gary Davis or me.
Sincerely,
McGILL ASSOCIATES, P.A.
"-Ujj
CLAYTON R. MORRELL
CRM/drj
Attachment
cc: Stan Boyd
91251
JD20
r
s
DEM ID: ACTION ID:
Nationwide Permit Rcquest (Pro-,,ide Nationwide Permit #): 12
JOINT FORM FOR
Nation,A ide permits that require notification to the Corps of Engineers
Nationv'ide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGINEER '?X'ATER QUALITY PLANK TING
CORPS OF ENGINEERS DIVISION OF ENVIRONME
NT NT
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRO ?n
P.O. Box 1890 U ° V
AND NATURAL RESOURCES r
Wilmington, NC 28402-1890 P.O. Box 29535 - '
ATTN: CESAVJ-CO-E Raleigh, NC 27626-0535 f S,
Telephone [phone] ATTN: MR. JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS dF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT.
1. Owners Name:_Metropolitan Sewerage District of Buncombe County, North Carolina
2. Owners Address: Post Office Box 8969, Asheville, North Carolina 28814-
3. Owners Phone Number (Home): 401tVf&+I 4JJ?) 254-9646
4. If Applicable: Agent's name or responsible corporate official, address, phone number.
Gary D. Davis, P.E. Project Manager
McGill Associates P.A.
38 Orange Street, Asheville, NC 28801 [phone]
5. Location of work (MUST ATTACH MAP). County: Buncombe
Nearest Town or Cite: Woodfin, North Carolina
Specific Location (Include road numbers, landmarks, etc.): Earl Capps Hollow, Riverside Drive, Taylor
Street
6. Name of Closest Stream/River. French Broad River
7. River Basin: French Broad River
8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS II? YES [ J NO [x]
9. Have any Section 404 permits been previously requested for use on this property? YES [ J NO [x]
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site:
0.5
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled: 0.23
Drained:
Flooded:
Excavated:
Total Impacted: 0.23
12. Description of proposed work (Attach PLANS-8 1/2" X 11" drawings only): Construction of new
12" and 8" sewer line to replace existing sewer line with seven stream crossings and
placement of riprap stream bank stabilization.
13. Purpose of proposed work: To replace deteriorated sewer lines with new ones.
14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures
taken to minimize %vetland impacts. Only access made available by property owner; minimum width
will be used for equipment movement.
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service
(NMFS) regarding the presence or any Federally listed orproposed for listing endangered or threatened species or critical
habitat in the permit area that may be affected by the proposed project. Have you done so')
YES [x] NO[
]
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.
16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic
properties in the permit area which may be affected by the proposed project? Have you done so? YES [ ) NO [ x]
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streams, and lakes on the property.
B. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the
delineation line.
D. If a stormwater management plan is required for this project, attach copy.
E. What is land use of surrounding property? Residential
F. If applicable, what is proposed method of sewage disposal? N/A
6114?,
Owner's Signatur Date
W. H. Mull - Engineer-Manager
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NOTE:
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STA. 31+05.88 UNE 1 PROPOSED NOTE:
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ate
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62.55'
_D CONNECT TO EXISTING
MANHOLE STA. 61+03.53=
STA. 10+00.00 LINE 9 PROPOSED
WOODEN GRID:
S71'0
33
18" CLASS B RIPRAP
ON 1-1/2 - 2 : 1 SLOPE
/ EXISnNG BANK
(TO BE RESLOPED & STABILIZED)
1 1/2- 2 \ STREAM LEVEL
?1 I
\ JIVARIES 6" - 12"
EXTEND RIPRAP A MINIMUM
OF 8" BELOW STREAM BED
RIPRAP BANK PROTECTION DETAIL
NOT TO SCALE

4' MIN.
1 NATURAL
NATURAL GROUND
GROUND i'
3
CLASS B RIPRAP
('IS- MINIMUM THICKNEM)
FILTER FABRIC BLANKET
SECTION AA
TRAP. 7 S' CMP
FOR STREAM FLOW
A
SANDBAGS
i 10' 1
6- OF #57 s7R
Wk5r1Z1 STONE 1 $ED
1 ,12
FILT:t FABRIC L CLASS B RIPRap I
BLANKET [ (USE FOR STREAM BANK
A !"`r1 PRDTECT)DN Ai R
CONSTRUCTION) PROPOSED
SEWER LINE INSTALLATION
RIPW FILTER DAM FOR
SEWER LINE CROSSING
NO SCALE