HomeMy WebLinkAbout19961140 Ver 1_COMPLETE FILE_19961216State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
APPROVAL of 401 Water Quality Certification
Mr. Wayne Stafford, Mayor
Town of Old Fat
P.O. Box 520
Old Fort, NC 28762
Dear Mr. Stafford:
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December 31, 1996
McDowell County
WQC 401 Project #961140
You have our approval to place fill material in 0.1 acres of wetlands or waters for the purpose of
constructing a sewer line at Pisgah Yarn Sewer Line, as you described in your application dated 11
December 1996. After reviewing your application, we have decided that this fill is covered by General
Water Quality Certification Number 3022. This certification allows you to use Nationwide Permit Number
12 when it is issued by the Corps of Engineers.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new application. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be
required as described in 15A NCAC 2H.0506 (h) (6) and (7). For this approval to be valid, you must
follow the conditions listed in the attached certification. In addition, you should get any other federal, state
or local permits before you go ahead with your project. Also this approval will expire when the
accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a
written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its
conditions are final and binding unless you ask for a hearing. ,
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
Sincerely,
How , r.
961140.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
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McGM
A S S O C I A T E S
December 11, 1996
Mr. Steve Chapin
U.S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 143
Asheville, North Carolina 28801-5006
401 ISSUE
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Ek1RoN161996
NTq? SL,ICN?FS
:gfi1140
RE: Request for Nationwide Permit
Pisgah Yarn Sewer Line
Town of Old Fort
McDowell County, North Carolina
Dear Mr. Capin:
Please find enclosed one (1) copy of a completed and executed application entitled
"Joint Form for Nationwide Permits" for the above project. This project consists of
installation of a new 10" sewer line to replace an aging 8" sewer line, and will involve the
crossing of Mill Creek in the Town of Old Fort. The installation of the sewer line at Mill
Creek will be done by an aerial crossing due to the elevation of the existing sewer line, with
the sewer line installed on piers in the creek and with riprap stone placed on each creek bank
for stabilization after completion of the sewer line. This submittal also includes a vicinity map
and copies of the construction plans and details for this crossing.
By copy of this letter, we are transmitting copies of this submittal to the following
agencies for their review:
• Water Quality Planning (7 copies)
Division of Environmental Management
NC Department of Environment, Health, and Natural Resources
4401 Reedy Creek Road
Raleigh, NC 27607
• U.S. Fish and Wildlife Service (1 copy)
160 Zillicoa Street
Asheville, NC 28806
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
,If( GHI A. %.cn( iure.%. PA. • N.O. Bus 2259, Asheville. NC 28802 • 55 Broad Street, Asheville, NC 28801
704-252-0575 • FAX 704-252-2518
M
Mr. Steve Chapin
Page 2
December 11, 1996
• State Historic Preservation Office (1 copy)
NC Division of Archives & History
109 East Jones Street
Raleigh, NC 27601
• North Carolina Wildlife Resources Commission (1 copy)
attn: Stephanie Goudreau
320 South Garden Street
Marion, NC 28752
Your review and approval of this submittal will be appreciated. If you have any
questions, please do not hesitate to call.
Sincerely,
McGILL ASSOCIATES, P.A.
MICHAEL J. WARESAK, P. E.
Project Engineer
cc: Wayne Stafford
bridges/93145.03/letters/sc I I dec6. doe
'DEM ID:
961140
ACTION ID:
401 ISSUED
Nationwide Permit Requested (Provide Nationwide Permit #): 12, 13, 18, and/or 25
JOINT FORM FOR
"Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT, HEALTH,
P.O. Box 1890 AND NATURAL RESOURCES
Wilmington, NC 28402-1890 P.O. Box 29535
ATTN: CESAW-CO-E Raleigh, NC 27626-0535
Telephone (919) 251-4511 ATTN: MR. JOHN DORNEY
Telephone (919) 733-5083
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT.
1. Owners Name: Town of Old Fort
2. Owners Address: P. 0. Box 520, Old Fort NC 28762 _
3. Owners Phone Number (Home): N/A (Work): 704/668-4244
4. If Applicable: Agent's name or responsible corporate official, address, phone number:
Wayne Stafford, Mayor
5. Location of work (MUST ATTACH MAP). County: McDowe1l
Nearest Town or City: Old Fort
Specific Location (Include road numbers, landmarks, etc.): Under the S R 1116 bridge (Co r e Street)
at Mill Creek in the Tbwn of Old Fort.
6. Name of Closest Stream/River: Mill Creek
7. River Basin: _ Catawba giver
8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS H? YES [ J NO [X]
9. Have any Section 404 permits been previously requested for use on this property? YES [ ] NO [X]
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site:
>1.0 acres (entire stream bed along project)
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled: Less than 0.1 acres
Drained:
Flooded:
Excavated:
0
0
Total Impacted: Less than 0.1 acres.
r
12. Description of proposed work (Attach PLANS-8 1/2" X 11" drawings only): Removal of existing 8"
1
sewer line crossing and parallel to creek with new 10" ductile iron aerial sewer line
13. Purpose of proposed work: Replace existinq sewer line with new, larger sewer line for
increased flow and elimination of maintenance problem.
14. State reasons why the applicant believes that this activity must be carved out in wetlands. Also, note measures
taken to minimize wetland impacts. Existing sewer line carries flow across creek New line
must also cross river. No feasible alternative exists.
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 or proposed 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 NUFS 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 [X l NO [ ]
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DEM:
A. Wetland delineation map showing all 4streams, won the property.
B. If available, representative photograph of wetlands to be impacted by project. Attached.
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the
delineation line. N/A
D. If a stormwater management plan is required for this project, attach copy. N/A
E. What is land use of surrounding property? Industrial and residential
F. If applicable, what is proposed method of sewage disposal? _Public sewer system
Owner's Sign ture Date
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704-252-0575 • FAX 704-252-2518
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SILT FENCE
SEWS
TOP V 1429 0 EXISTING 8
M" IN
CONNECT EXIST. HOUSE SERVICE
TO NEW SEWER LINE WITH 10"x4"
WYE, 20 LF 4" PVC & CLEANOUT
(VERIFY LOCATION WITH OWNER)
STA. 13+23.44 PROPOSED
MANHOLE
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FILL TO PROVIDE 3' WYE, 20 LF 4" PVC & CLI
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EXTEND 12" PIPE TO DAYLIGHT
AFTER FILLING OVER PIPE (40 LFt)
IOVE EXISTING EXPOSED
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) CONCRETE ANCHORS
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ELEV. 1448, 0
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2. 5± 72 F 10" PV ® 1.369
(C REEK ELEV. AS
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JCTILE IRON PIPE
'DOTING
STRAP (SEE DETAIL)
PLAN
DUCTILE IRON PIPE
STRAP & ANCHORS (SEE DETAIL)
CONCRETE PIER
(SEE STRUCTURAL
DRAWINGS)
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SECTION
VARIES
PIER FOOTING
(SEE STRUCTURAL
DRAWINGS)
CONCRETE PIER
12" - 18" CLASS B RIPRAP
ON 1-1/2 TO 2:1 SLOPE
EXISTING BANK
(TO BE RESLOPED & STABILIZED)
1 2 2 STREAM LEVEL
? o
- VARIES 6" - 12"
6" LAYER DENSELY 'GRADED FILTER STONE
EXTEND RIPRAP A MINIMUM
OF 8" BELOW STREAM BED
RIPRAP BANK PROTECTION DETAIL
CREEK
PRECAST
CONCRETE
A
L
WATER FLOW
UNE
PIER
OF
TOP OF STREAM BANK)
PLAN
CLASS B
PRECAST RIPRAP
SANDBAGS
CONCRETE ON WATER LEVEL BARRIER w
?--- OR
SANDBAGS
AT ANY
OPENINGS
SiRE/W
BEO
SECTION AA
COFFER DAM DETAIL
NOTES
1. COFFER DAM WILL BE BUILT SO THAT APPROXIMATELY ONE-HALF (1/2)
OF THE STREAM CHANNEL IS OPEN AT ALL TIMES.
2. MATERIAL FROM THE STREAM BED SHALL NOT BE USED FOR COFFER DAM.
3. NO EARTHEN MATERIAL SHALL BE USED FOR COFFER DAM OR PLACED
IN STREAM FOR ANY REASON.
4. STREAM BED SHALL BE DISTURBED THE MINIMUM REQUIRED FOR
CONSTRUCTION OF SEWER LINE AND WILL BE RESTORED TO ORIGINAL
CONTOURS WHEN WORK IS COMPLETE.
5. COFFER DAM DETAILS SHOWN ARE CONCEPTUAL. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR THE DESIGN OF ALL COFFER DAMS.
TER LEVEL
A