19870333 Ver 1_COMPLETE FILE_19870903

State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary September 3, 1987 Director
Col. Paul W. Woodbury
District Engineer
U.S. Army Corps of Engineers
P.O. Box 1890
Wilmington, NC 28402
Subject: Certification Pursuant to Section
401 of the Federal Clean Water Act,
Proposed Erosion Control Program
U.S. Army Corps of Engineers
Dan River
Rockingham County
Dear Col. Woodbury:
Attached hereto are two (2) copies of Certification No. 2142
issued to U.S. Army Corps of Engineers dated September 3, 1987.
If we can be of further assistance, do not hesitate to contact us.
Sincerely yours,
Original ? ,! r..
William C. Mills
For
R. Paul Wilms
cc: Wilmington District Corps of Engineers
?nston-Salem Regional Office
A. William Mills
Mr. David Owens
Pollution Prevention Pavs
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
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NORTH CAROLINA
Rockingham County
CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of
Section 401 Public Laws 92-500 and 95-217 of the United States and
subject to the North Carolina Division of Environmental Management
Regulations in 15 NCAC 2H, Section .0500 to U.S. Army Corps of Engineers
pursuant to an application filed on the 14th day of July, 1987 to
conduct a program of erosion control of the bank of Dan River at the
Madison Wastewater Treatment Plant.
The Application provides adequate assurance that the discharge of
fill material into a wetlands area adjacent to the waters of Dan River
in conjunction with the proposed erosion control project in Rockingham
County will not result in a violation of applicable water Quality
Standards and discharge guidelines. Therefore, the State of North
Carolina certifies that this activity will not violate Sections 301,
302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in accordance
with the application and conditions hereinafter set forth.
Condition(s) of Certification:
1. That the activity be conducted in such a manner
as to prevent significant increase in turbidity
outside the area of construction or construction
related discharge (increases such that the
turbidity in the Stream is 50 NTU's or less
are not considered significant).
2. Graded areas not covered by the rip-rap material
should be quickly stabilized to prevent additional
erosion.
3. The discharge outfall line of the wastewater
treatment plant should be protected from damage
during the construction activity.
Violations of any condition herein set forth shall result in
revocation of this Certification.
This Certification shall became null and void unless the above
conditions are made conditions of the Federal Permit.
This the 3rd day of September, 1987.
DIVISION OF ENVIRONMENTAL MANAl T
Original Signed By
William C. Mills
For R. Paul Wilms, Director
WQC# 2142
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State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary September 3, 1987 Director
Col. Paul W. Woodbury
District Engineer
U.S. Army Corps of Engineers
P.O. Box 1890
Wilmington, NC 28402
Subject: Certification Pursuant to Section
401 of the Flyderal Clean Water Act,
Proposed Erosion Control Program
U.S. Army Corps of Engineers
Dan Fiver
Rockingham County
Dear Col. Woodbury:
Attached hereto are two (2) copies of Certification No. 2142
issued to U.S. Army Corps of Engineers dated September 3, 1987.
If we can be of further assistance, do not hesitate to contact us.
Sincerely yours,
Origin,:
William c.- ` l BY
MiNs
For R. Paul Wilms
cc: Wilmington District Corps of Engineers
Winston-Salem Regional Office
Mr. William Mills
Mr. David Owens
Pollution Prevention Pavs
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
r
NORTH CAROLINA
Rockingham County
CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of
Section 401 Public Laws 92-500 and 95-217 of the United States and
subject to the North Carolina Division of Environmental Management
Regulations in 15 NCAC 2H, Section .0500 to U.S. Army Corps of Engineers
pursuant to an application filed on the 14th day of July, 1987 to
conduct a program of erosion control of the bank of Dan River at the
Madison Wastewater Treatment Plant.
The Application provides adequate assurance that the discharge of
fill material into a wetlands area adjacent to the waters of Dan River
in conjunction with the proposed erosion control project in Rockingham
County will not result in a violation of applicable Water Quality
Standards and discharge guidelines. Therefore, the State of North
Carolina certifies that this activity will not violate sections 301,
302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in accordance
with the application and conditions hereinafter set forth.
Condition(s) of Certification:
1. That the activity be conducted in such a manner
as to prevent significant increase in turbidity
outside the area of construction or construction
related discharge (increases such that the
turbidity in the Stream is 50 NTU's or less
are not considered significant).
2. Graded areas not covered by the rip-rap material
should be quickly stabilized to prevent additional
erosion.
3. The discharge outfall line of the wastewater
treatment plant should be protected from damage
during the construction activity.
Violations of any condition herein set forth shall result in
revocation of this Certification.
This Certification shall became null and void unless the above
conditions are made conditions of the Federal Permit.
This the 3rd day of September, 1987.
DIVISION OF ENVIRONMENTAL MANAGEMENT
Original Signed
William I By
For Mills
R. Paul Wilms, Director
WQC# 2142

IN REPLY REFER TO
Planning Division
,
{ DEPART E T OF THE ARMY
WILMINGTON DI R T, CORPS OF ENGINEERS
BOX 1890
WILMINGTON, O TH CAROLINA 28402 189(1
June 29, 1987
Mr. R. Paul Wilms, Director
Division of Environmental Management
North Carolina Department of Natural
Resources and Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Wilms:
RECEIVED
J U L 13 1987
WATER QUALITY SECTION
OPERATIONS BRANCH
Enclosed is an application for water quality certification
pursuant to Section 401 of P.L. 95-217 to place fill material
in the Dan River at the Madison Wastewater Treatment Plant,
Madison, Rockingham County, North Carolina. This work is being
performed under the authority of Section 14 of the 1946 Flood
Control Act, as amended.
Work is scheduled to begin in September 1987 and will
require approximately 4 months to complete. Therefore, if
at all possible, we would like to have your decision on our
application by August 1, 1987.
Should you have any questions concerning the enclosed
application, please contact Mrs. Trudy Wilder, Environmental
Resources Branch, at [phone].
Sincerely,
Paul W. Woodbury
Colonel, Corps of Engineers
District Engineer
Enclosure
Copy Furnished (with enclosure):
?Mr. Bill Mills
Division of Environmental Management
North Carolina Department of Natural
Resources and Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
APPLICATION FOR WATER QUALITY CERTIFICATION
STATE OF NORTH CAROLINA
DATE: June 29, 1987
NAME: U. S. Army Corps of Engineers
Wilmington District
Post Office Box 1890
Wilmington, North Carolina 28402-1890
RESPONSIBLE INDIVIDUAL: Paul W. Woodbury
Colonel, Corps of Engineers
District Engineer
PROJECT NAME: Dan River - Madison Wastewater Treatment Plant
Madison, N.C., Emergency Streambank Erosion
Control Project
NATURE OF ACTIVITY: Placement of fill material in the Dan River
for emergency streambank erosion control at the Madison Wastewater
Treatment Plant.
DISCHARGE OF: Fill material in the Dan River
PROPOSED ACTIVITY TO BEGIN: September 1987
LOCATION OF DISCHARGE: Fill material will be placed in the Dan
River, along the streambank, for a distance of 500 feet at the Madison
Wastewater Treatment Plant. The Madison Wastewater Treatment Plant
is located on the west bank of the Dan River, Rockingham County, N.C.,
about 3,500 feet upstream from the confluence of the Dan and Mayo Rivers
(see figures 1 and 2).
MATURE OF RECEIVING WATERS:
Type: River
Nature: Fresh
Direction of Flow: North
DESCRIPTION OF TREATMENT FACILITIES, IF ANY, PRIOR TO DISCHARGE INTO
RECEIVING WATERS: N/A
TYPE OF DISCHARGE INCLUDING CHEMICAL COMPOSITION, QUANTITY, FREQUENCY8-
TEMPERATURE AND KINDS. AND QUANTITIES OF POLLUTANTS OR CONTAMINANTS:
The fill material will consist of sand and/or filter cloth, and North
Carolina Department of Transportation (NCDOT) Class 1 riprap. Project
construction will include grading a 500 foot length of the existing
bank to a 2.5 horizontal to 1 vertical slope, placing a 1-foot-thick
layer of sand on the graded surface as a filter material, and placing
a 1-112 foot-thick layer of riprap over the filter material. A layer
of filter cloth may be used in place of the 1-foot-thick layer of sand.
The riprap will range in size from 2 inches to 1 foot in diameter.
Approximately 2,200 tons of granular fill (sand) will be required,
along with about 3,200 square yards of riprap. The amount of filter
cloth, if needed, has not been determined. Reference figure 3. The
exact quantity of material to be placed below the water line depends
on the river stage at the time of construction.
No pollutants or contaminants will be introduced, relocated, or
increased.
E NATURE OF THE DISCHARGE: None
The placement of fill material will be performed using bulldozers,
cranes, and other earthmoving equipment.
NAMES AND ADDRESSES OF ADJOINING RIPARIAN OWNERS: N/A
I certify that all information contained herein or in support thereof is
true and correct to the best of my knowledge.
Paul W. Woodbury
Colonel, Corps of Engineers
District Engineer
Attachments
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DIVISION OF ENVIRONMENTAL MANAGEMENT
Office of Director
Attached is referred to: k1Lv? ?A ?/..jc W
Please prepare a final -/draft reply by
for signature by the:
Governor _ Deputy Secretary - Director -
Secretary - Asst. Secretary - Deputy Director -
In your response, please note correspondence was
referred by:
Indicate carbon copies to
In taking action, coordinate efforts with
- Please review attached and give me your comments by
- Coordinate your review and comment with
_jZ'?outine/Please handle
Please note and advise me as appropriate
Please note and file
Please see me on this
For your information
Remarks : 1 5
Log Number ?p
Note: In preparing response, please return background
information with response, sufficient number of
carbon copies and properly addressed envelopes
for mailing.

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
June 29, 1987

IN REPLY REFER TO
Planning Division
Mr. R. Paul Wilms, Director
Division of Environmental Management
North Carolina Department of Natural
Resources and Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Wilms:
JUL 1 " 1987
Q+6. Of FovironnientaI M
Releigh. N. Rt.
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Enclosed is an application for water quality certification
pursuant to Section 401 of P.L. 95-217 to place fill material
in the Dan River at the Madison Wastewater Treatment Plant,
Madison, Rockingham County, North Carolina. This work is being
performed under the authority of Section 14 of the 1946 Flood
Control Act, as amended.
Work is scheduled to begin in September 1987 and will
require approximately 4 months to complete. Therefore, if
at all possible, we would like to have your decision on our
application by August 1, 1987.
Should you have any questions concerning the enclosed
application, please contact Mrs. Trudy Wilder, Environmental
Resources Branch, at [phone].
Jo.z.z F. l::iniclier, Jr.
Sincerely, Lieutenant Colonel,
Corps of Engineers
Deputy District Engineer
a W. Woodbury
olonel, Corps of Engineers
District Engineer
Enclosure
Copy Furnished (with enclosure):
Mr. Bill Mills
Division of Environmental Management
North Carolina Department of Natural
Resources and Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
I
APPLICATION FOR WATER QUALITY CERTIFICATION
STATE OF NORTH CAROLINA
DM: June 29, 1987
1U M: U. S. Army Corps of Engineers
Wilmington District
Post Office Box 1890
Wilmington, North Carolina 28102-1890
RESPONSIBLE INDIVIDUAL: Paul W. Woodbury
Colonel, Corps of Engineers
District Engineer
PROJECT NAME: Dan River - Madison Wastewater Treatment Plant
Madison, N.C., Emergency Streambank Erosion
Control Project
NATURE OF ACTIVITY: Placement of fill material in the Dan River
for emergency streambank erosion control at the Madison Wastewater
Treatment Plant.
DISCHARGE OF: Fill material in the Dan River
PROPOSED ACTIVITY TO BEGIN: September 1987
LOCATION OF DISCHARGE: Fill material will be placed in the Dan
River, along the streambank, for a distance of 500 feet at the Madison
Wastewater Treatment Plant. The Madison Wastewater Treatment Plant
is located on the west bank of the Dan River, Rockingham County, N. C. ,
about 3.500 feet upstream from the confluence of the Dan and Mayo Rivers
(see figures 1 and 2).
NATURE OF RECEIVING WATERS:
Type: River
Nature: Fresh
Direction of Flow: North
DESCRIPTION OF TREATMENT FACILITIES, IF ANY, PRIOR TO DISCHARGE INTO
RECEIVING WATERS: N/A
TYPE OF DISCHARGE INCLUDING CHEMICAL COMPOSITION, QUANTITY, FREQUENCY,
TEMPERATURE AND KINDS. AND OUANTITIES OF POLLUTANTS OR CONTAMINANTS:
The fill material will consist of sand and/or filter cloth, and North
Carolina Department of Transportation (NCDOT) Class 1 riprap. Project
construction will include grading a 500 foot length of the existing
bank to a 2.5 horizontal to 1 vertical slope, placing a 1-foot-thick

layer of sand on the graded surface as a filter material, and placing
a 1-1/2 foot-thick layer of riprap over the filter material. A layer
of filter cloth may be used in place of the 1-foot-thick layer of sand.
The riprap will range in size from 2 inches to 1 foot in diameter.
Approximately 2,200 tons of granular fill (sand) will be required,
along with about 3,200 square yards of riprap. The amount of filter
cloth, if needed, has not been determined. Reference figure 3. The
exact quantity of material to be placed below the water line depends
on the river stage at the time of construction.
No pollutants or contaminants will be introduced, relocated, or
increased.
PROJECTED FUTURE VARIATIONS IN THE NATURE OF THE DISCHARGE: None
TYP DIAMETER OR CROSS-SECTION AND LENGTH OF CONVEYANCE OF DISCHARGE:
The placement of fill material will be performed using bulldozers,
cranes, and other earthmoving equipment.
NAMES AND ADDRESSES OF ADJOINING RIPARIAN OWNERS: N/A
I certify that all information contained herein or in support thereof is
true and correct to the best of ny knowledge.
, 1n ?,, i:iuiclie') Jr,
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Lieutenant Colonel,
Corps of Engineers
Deputy District Engineer
Pa W. Woodbury
1 nel, Corps of Engineers
District Engineer
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NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND
COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
Winston-Salem Regional Office
August 18, 1987
M E M O R A N D U M
RECEIVED
TO: Bill Mills AUG 19 1987
THROUGH: Steve Mauney
&it?t iluALllY SECTION
OPERATIONS BRANCH
FROM: Gray Hauser
SUBJECT: Dan River - Madison WWTP
Section 14 Streambank Erosion Control Project
Rockingham County
The proposed project has been reviewed and appears
satisfactory. The fill material consists of washed stone
and rip-rap, so its deposition should not increase stream
turbidity. The current erosion of the bank is a significant
threat to the WWTP.
The work should be conducted in a manner that will
minimize disturbance to the floodplain area outside the
existing levee. Any graded areas should be quickly
stabilized to prevent stream sedimentation. The outfall
line from the treatment plant should be protected from
damage during construction.

DEPARTMENT OF THE ARMY
Wilmington District, Corps of Engineers
PO Box 1890
Wilmington, North Carolina 28402-1890
CESAW-PD-E-87-N-079-001 August 6, 1987
PUBLIC NOTICE
DAN RIVER - MADISON WASTEWATER TREATMENT PLANT
SECTION 14 STREAMBANK EROSION CONTROL PROJECT
ROCKINGHAM COUNTY, NORTH CAROLINA
TO WHOM IT MAY CONCERN:
The Wilmington District, Corps of Engineers, Wilmington, North Carolina,
plans to stabilize 500 feet of riverbank adjacent to the Madison
Wastewater Treatment Plant, Rockingham County, North Carolina.
The Federal project has been reviewed under the following:
1. Clean Water Act of 1977, as amended (P.L. 95-217).
2. The National Environmental Policy Act of 1969, as amended
(42 U.S.C. 4321-4347).
3. The Fish and Wildlife Act of 1956 (16 U.S.C. 472a at seq.), the
Migratory Marino Game-Fish Act (16 U.S.C. 760e-760g), and the Fish
and Wildlife Coordination Act (16 U.S.C. 661-666c).
4. The National Historic Preservation Act of 1966 (80 Stat. 915,
16 U.S.C. 470).
5. The Endangered Species Act of 1973, as amended.
6. Executive Order 11990, Protection of Wetlands, May 24, 1977.
7. Executive Order 11988, Flood Plain Management, May 24, 1977.
PROJECT DESCRIPTION
The Madison Wastewater Treatment Plant is located on the west bank
of the Dan River. The plant is about 3,500 feet upstream from the
confluenco of the Dan and Mayo Rivers. The vertical distance from
the top of the riverbank to the riverbed is about 12 feet. The too
of the bank protection will be tied into the existing stroambed and
extended to the present top of the bank. A maintenance berm of at
least 15 feet will extend fray the top of the riprapped surface
to the too of the existing levee. A 3- by 3-foot riprap toe will be
placed along the base of the protection. See enclosed figures 1-3.
The riprap protection will be placed along 500 linear feet of stream-
bank. The upstream limit of the project is at the right-of-way of
the Duke Power Company electric line at station 6+00. The downstream
limit is in line with the corner of the levee at station 1+00. The
streambank will be graded and stabilized for a distance of 500 feet to
a 2.5-horizontal to 1-vertical slope. Fill material will consist of
a layer of geotextile filter fabric, 2,200 cubic yards of granular fill,
and 3,200 square yards of riprap. The exact amount of material to be
placed in the water cannot be accurately determined due to fluctuations
in the water level of the Dan River.
The proposed fill is scheduled to begin September 30, 1987, contingent
upon receiving funding, and will take approximately 2 months to
complete. However, since no restrictions on timing exist, work may be
performed any time of the year. Maintenance will be the responsibility
of the local government as project sponsor. The only development near
the proposed work is the Madison Wastewater Treatment Plant.
A Section 401 (P.L. 95-217) Water Quality Certificate has been requested
from the N.C. Division of Environmental Management. A Section 404(b)(1)
(P.L. 95-217) evaluation has been prepared.
The proposed work will.be performed under the emergency streambank
erosion provisions of Section 14 of the 1946 Flood Control Act, as
amended. An Environmental Assessment and Finding of No Significant
Impact have been prepared for the proposed work and have been sent
to local, State, and Federal agencies and the interested public for
information only (see attached list).
No practicable alternative to performing the work within the flood
plain of the Dan River exists. All practicable steps have been taken
to minimize any adverse impacts likely to occur to the flood plain.
Designation of the proposed disposal site for fill material associated
with the Federal project shall be made through the application of
guidelines promulgated by the Administrator, Environmental Protection
Agency, in conjunction with the Secretary of the Army. If theso
guidelines alone prohibit the designation of the proposed site, any
potential impairment to the maintenance of navigation, including any
economic impact on navigation and anchorage which would result from
failure to use the disposal site, will also be considered.
This public notice is being distributed to all known interested persons
in order to assist them in making a decision with respect to the
disposal of fill materials in waters of the United States. For accuracy
and completeness of record, all data in support of, or in opposition to,
the proposed work should be submitted in writing, setting forth
sufficient detail to support positions taken. Any person who has an
interest which may be affected by the disposal of this fill material may
request a public hearing. The request must be submitted in writing to
2
the District Engineer within 15 days of the date of this notice and must
clearly set forth the interest which may be affected and the manner in
which the interest may be affected by this activity. In order for such
request to be given appropriate consideration, it should be mailed or
delivered.to the U.S. Army Engineer District, Wilmington, 2torth Carolina
28402-1890, in time to be received on or before August 31, 1987. All
correspondence should refer to the number and date of this notice.
CSORCE T. LURCH
EX, !-HIVE ASSISTANT
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• John F. Miniclier, Jr.
LTC, Corps of Engineers
Deputy District Engineer
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