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DEPARTMENT OF THE ARMY PERMIT RECEl1fED
Harnett County JUN 3 1992
Post Office Box 759
Permittee Lillington, North Carolina 28075 REGULATORY BRAhGIf
Permit No. Action ID. 199101511
Issuing Office CESAW-CO-E
NOTE: The term "you" and its derivatives, as used in this permit, means the permittee or any future transferee. The term
"this office" refers to the appropriate district or division office of the Corps of Engineers having jurisdiction over the permitted
activity or the appropriate official of that office acting under the authority of the commanding officer.
You are authorized to perform work in accordance with the terms and conditions specified below.
Project Description :
To place fill material in wetlands of West Buies and Buies Creek, associated
with installation of an eleven mile regional interceptor system a wastewater
treatment plant.
Project Location:
Lillington, Harnett County, North Carolina
Permit Conditions:
General Conditions:
1. The time limit for completing the work authorized ends on _ December 31. 1995 . If you find that you need
more time to complete the authorized activity, submit your request for a time extension to this office for consideration at least
one month before the above date is reached.
2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and condi-
tions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make
a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain
the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of
this permit from this office, which may require restoration of the area.
3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by
this permit, you must immediately notify this office of what you have found. We will initiate the Federal and state coordina-
tion required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register
of Historic Places.
ENG FORM 1721, Nov 86 EDITION OF SEP 82 IS OBSOLETE. (33 CFR 326 (Appendix A))
1
' M
e. Damage claims associated with any future modification, suspension, or revocation of this permit.
4. Reliance on Applicant's Data: The determination of this office that issuance of this permit is not contrary to the public
interest was made in reliance on the information you provided.
5. Reevaluation of Permit Decision. This office may reevaluate its decision on this permit at any time the circumstances
warrant. Circumstances that could require a reevaluation include, but are not limited to, the following:
a. You fail to comply with the terms and conditions of this permit.
b. The information provided by you in support of your permit application proves to have been false, incomplete, or
inaccurate (See 4 above).
c. Significant new information surfaces which this office did not consider in reaching the original public interest decision.
Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation
procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The
referenced enforcement procedures provide for the issuance of an administrative order requiring you to comply with the terms
and conditions of your permit and for the initiation of legal action where appropriate. You will be required to pay for any
corrective measures ordered by this office, and if you fail to comply with such directive, this office may in certain situations
(such as those specified in 33 CFR 209.170) accomplish the corrective measures by contract or otherwise and bill you for the
cost.
6. Extensions. General condition 1 establishes a time limit for the completion of the activity authorized by this permit. Unless
there are circumstances requiring either a prompt completion of the authorized activity or a reevaluation of the public interest
decision, the Corps will normally give favorable consideration to a request for an extension of this time limit.
Your signature below, as,permi , indl tes that you accept and agree to comply with the terms and conditions of this permit.
HARNETT COt?NTR
May 28, 1992
("RMITTEE) Dal aslH. P pe, County Manager (DATE)
This permit becomes effe ive when the Federal official, designated to act for the Secretary of the Army, has signed below.
AA
(DISTRICT ENGINEER) (DATE)
ALTER S. TULLOCH, COLONEL
When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and
conditions of this permit will continue to be binding on the new owner(s) of the property. To validate the transfer of this permit
and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below.
(TRANSFEREE)
(DATE)
*U.S. GOVERNMENT PAINTING OFFICE: 1946 - 717.445
4. If you sell the property associated with this permit, you must obtain the signature of the new owner in the space provided
and forward a copy of the permit to this office to validate the transfer of this authorization.
5. If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified
in the certification as special conditions to this permit. For your convenience, a copy of the certification is attached if it con-
tains such conditions.
6. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure
that it is being or has been accomplished in accordance with the terms and conditions of your permit.
Special Conditions:
See enclosed sheet.
Further Information:
1. Congressional Authorities: You have been authorized to undertake the activity described above pursuant to:
( ) Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403).
034 Section 404 of the Clean Water Act (33 U.S.C. 1344).
( ) Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33 U.S.C. 1413).
2. Limits of this authorization.
a. This permit does not obviate the need to obtain other Federal, state, or local authorizations required by law.
b. This permit does not grant any property rights or exclusive privileges.
c. This permit does not authorize any injury to the property or rights of others.
d. This permit does not authorize interference with any existing or proposed Federal project.
3. Limits of Federal Liability. In issuing this permit, the Federal Government does not assume any liability for the following:
a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural
causes.
b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on behalf
of the United States in the public interest.
c. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity
authorized by this permit.
d. Design or construction deficiencies associated with the permitted work.
2
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SPECIAL CONDITIONS
a. The permittee will provide a mitigation plan to the U.S. Fish and
Wildlife Service (USFWS), the North Carolina Wildlife Resources Commission and
the Corps of Engineers for review and approval prior to initiation of project
construction. The plan will include a delineation of reforestation sites, a
list of tree species to be planted, stem densities, criteria of success (e.g.,
acceptable survival rates), and provisions for replanting if initial plantings
fail.
b. Areas to be used for mitigation will include the 20-foot wide portion
of the construction corridor available for restoration, recently disturbed
bottomland hardwoods in and adjacent to Buies and West Buies Creek watersheds
and, as a last resort, recently disturbed bottomland hardwoods in other
watersheds that drain into the Cape Fear River.
c. Mitigation areas will be protected from enroachment, filling,
logging, development, and other impacts for at least 50 years.
d. Reforestation of bottomland hardwoods will be provided on at least a
2:1 acreage basis.
e. Acceptable tree species for reforestation may include any hard mast
producer adapted to the hydrology of the site. The planting scheme should
include a mixture of at least four of the following trees: water oak, willow
oak, swamp chestnut oak, overcup oak, cherrybark oak, bitternut hickory, water
hickory, shagbark hickory, black gum, as well as any others that may occur in
the vicinity.
f. Offsite mitigation will be undertaken before or concurrently with
project construction.
g. Onsite, right-of-way reforestation will be completed within a year of
project completion.
h. All fill material will be clean and free of any pollutants except in
trace quantities. Metal products, organic materials, or unsightly debris will
not be used.
i. The activity will be conducted in such a manner as to prevent a
significant increase in turbidity outside the area of construction or
construction-related discharge. Increases such that the turbidity in the
waterbody is 50 NTU's or less are not considered significant.
j. Highway crossings of the interceptor line must be reviewed and
approved by an encroachment agreement through the local District office of the-
North Carolina Department of Transportation, Division of Highways.
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DEPARTMENT OF THE ARMY
Wilmington District, Corps of Engineers
Post Office Box 1890
Wilmington, North Carolina 28402
Action ID. 199101511
December 10, 1991
ENVIRONMENTAL ASSESSMENT, FINDING OF NO SIGNIFICANT IMPACT
AND STATEMENT OF FINDINGS
Applicant: HARNETT COUNTY, Post office Box 759, Lillington, North Carolina
27546
This permit action is being taken under authority delegated to the
Wilmington District Engineer by the Secretary of the Army and the Chief of
Engineers by Title 33, Code of Federal Regulations, Part 325.8, pursuant to
Section 404 of the Clean Water Act.
Project Description: The proposed work involves the placement of fill
material in wetlands of West Buies and Buies creek, associated with
installation of an 11-mile regional interceptor system, near Lillington in
northeast Harnett County, North Carolina. Also, the proposed work includes
construction of a wastewater treatment plant near the confluence of Buies
Creek and the Cape Fear River.
Environmental Setting: The project area encompasses West Buies Creek from
S.R. 1507, south of Angier, downstream to its confluence with Buies Creek and,
further downstream to the Cape Fear River 4 miles east of Lillington. Most of
the project area is underlain by Middendorf formation, a coastal plain
cretaceous formation typical of the North Carolina sandhills region. Soils
along the flood plain of West Buies Creek are dominated by Bibb and Rains
sandy loam, both hydric soils. The southern half of the project area is
dominated by Wagram, Pocalla and Marlboro sandy loams and Lillington gravelly
sandy loam. The southernmost mile of the project area consists of steeper
terrain where altavista and Wickham fine sandy loams, Lillington gravelly
sandy loam and Nason silt loam are the predominant soils. Most of the project
corridor consists,of bottomland hardwood forest within a 200 to 1000-foot-wide
flood plain along Buies Creek. The forests are bordered by rural residential
areas, fields and pastures, often extending into the flood plain. Small farms
ponds and beaver ponds on tributaries of West Buies Creek are common in the
northern half of the project area. The last mile of Buies Creek, a
steep-banked segment with little flood plain, runs along the eastern border of
Keith Hills, a residential development and golf course associated with
Compbell College. The last half of West Buies Creek is impounded to provide
ponds on the Keith Hills golf course, but no municipal water supplies are
drawn from the basin. Currently, none of the project area is in active forest
management.
-2-
Environmental impacts: The site for the wastewater treatment plant consists
of approximately 20 acres of predominantly oak/hickory forest. Approximately
7 acres are proposed to be cleared for plant construction and the remainder of
the tract is planned to be undisturbed. The nearest residence is located
approximately 2,200 feet from the site, and a sufficient tree buffer will
exist to avoid adverse aesthetic impacts. Approximately 38 acres of
jurisdictional forested wetlands, north of Keith Hills Drive, are to be
temporarily disturbed to install the proposed transport (pipeline) system.
Pre-construction contours are to be restored, but vegetation control will
allow only herbaceous plants and small shrubs to re-establish. Forest cover
will be permanently lost. Secondary and cumulative impacts are related to
urban growth promoted by the project. Increased impervious surface area in
the watershed will create higher peak stormflows, creating erosion, and will
reduce long-term soilwater capacity, which will cause wetlands to shrink.
Stormwater management will mitigate some of these effects. The project will
also promote additional utility line usage in these wetland areas.
Alternatives: Three alternative alignments were considered by the applicant.
Although the selected alignment does involve disturbance and permanent loss of
wooded wetlands, it minimizes impacts to private property and provides
effective service to the planning area at a minimum cost. In recognition of
the importance of forested wetlands to the natural habitat along Buies Creek
and the protection of downstream surface waters, a mitigation plan has been
developed to minimize impacts during and after construction of the
interception system.
Summary:. I have reviewed the application and plans furnished by the applicant
and the environmental assessment. I am aware that the project would involve
the disturbance and permanent loss of wooded wetlands. Although the alignment
does involve disturbance of wetlands, it minimizes impacts to private property
owners and provides effective service to the planning area at a minimum cost.
The sewer can be utilized by owners on both sides of the stream and reduces
the number of pump stations. Although the alignment does involve disturbance
of wetlands, it minimizes impacts to private property owners and provides
effective service to the planning area at a minimum cost. The sewer can be
utilized by owners on both sides of the stream and reduces the number of pump
stations. Plans minimize impacts, during and after construction, and a
cost-wise, efficient public wastewater treatment plant and sewerline system is
to be provided.
The proposed project has had extensive review through our normal public notice
process, and there are no substantive objections to the project as of the
writing of this statement. The U.S. Environmental Protection Agency, the U.S.
Fish and Wildlife Service, and the National Marine Fisheries Service have
reviewed this application and have no unresolved concerns.
-3-
I have reviewed the application and plans and the public interest record, and
I find that the proposed work is not controversial and will not have a
significant effect on the quality of the human environment.
I find that this application is not a major Federal action significantly
affecting the human environment; hence, the preparation of a detailed
statement under Section 102(2)(c) of the National Environment Policy Act of
1969 is not required.
I have given full consideration to this application. After weighing favorable
and unfavorable aspects, I find that the issuance of a permit to Harnett
County will not be contrary to the general public interest provided that they
adhere to the conditions incorporated in the permit.
J\
Walter S. Tulloc h
Colonel, Corps of Engineers
District Engineer
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JUN 12 1991
5 .%13P"?1 CONSTRUCTION GRANTS SECTION
?GGS• ENGINEERING MANAGEMENT UNIT
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Please type or print. Carefully describe all an-
ticipated development activities, including construc-
tion, excavation, filling, paving, land clearing, and
stormwater control. If the requested information is
not relevant to your project, write N/A (not ap-
plicable). Items 1-4 and 8-9 must be completed for
all projects.
d. Describe the planned use of the project.
Please see attached sheet.
:4- LAND =AND WATER
CHARACTERISTICS ry •``: ':.??.•
1 -=APPLICANT' - .....;?:.:,.? - --
a. Name Harnett Count 911991c.
Address P.O. Box 759
Ci Li ington State
Zip 27546 jDay phone 919v
Landowner or XAuthorized agent '
b. Project name (if any) Cape Fear Regional
Wastewater Interceptor System
C. If the applicant is not the landowner, also give
the owner's name and address.
The Count is currently in the process
of acquiring the land. Please see
the attached list of propery owners.
2. LOCATION OF PROPOSED
PROJECT
a. Street address or second road number
Northeast Harnett county
b. City, town, community, or landmark
c. County Harnett
d. Is proposed work within city limits or planning
jurisdiction? varies
e. Name of body of water nearest project
West Buies.and Buies Creek
3 DESCRIPTION AND PLANNED,
USE OF PROPOSED PROJECT
a. Describe all development activities you propose
(for example, building a home, motel, marina,
bulkhead, or pier).
Constructing an 11 mile regional
interceptor system. Please see
attached sheet for more detailed
information.
If you plan to build a marina, also complete
and attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an ex-
isting project, new work, or both?
hnth
c. Will the project be for community, private, or
commercial use?
r.ommun, ty. private -and commercial
i8i3 Soil type(s) and texture(s) of tract varies -
Size of entire tract ± 50 Acres
b. Size of individual lot(s) varies
Elevation of tract above mean sea level or Na-
tional Geodetic Vertical Datum 110 - 310
Bibb and Rains ; sandy loam
e. Vegetation on tract varies - majority
is bottomland hardwood forest
f. Man-made features now on tract
golf course & road crossings
g. What is the CAMA Land Use Plan Classifica-
tion of the site? (Consult the local land use
plan.) N/A
Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
varies - ma.iority is farmland
i. How are adjacent waters classifiedi class C
j. Has a professional archaeological survey been
carried out for the tract? YES
If so, by whom? Mr. Thomas Hargrove
5- UPLAND DEVELOPMENT _
Complete this section if the project includes any
upland development.
a. Type and number of buildings, facilities, or
structures proposed N/A
b. Number of lots or parcels N/A
C. Density (Give the number of residential units
and the units per acre.) N/A
d. Size of area to be graded or disturbed.
e. If the proposed project will disturb more than
one acre of land, the Division of Land
Resources must receive an erosion and sedimen-
tation control plan at least 30 days before land
disturbing activity begins. If applicable, has a
sedimentation and erosion control plan been
sub
mitted to the Division of Land Resources?
YES
f. Give the percentage of the tract within 75 feet
of mean high water to be covered by im-
permeable surfaces, su pavement, CYA
buildings, or rooftops.
g. List the materials, such as marl, ?. (er stone,
asphalt. or concrete, to be used for paved
surfaces. N/A
h. If applicable, has a stormwater management
plan been submitted to the Division of En-
vironmental Management? *N/A
i. Describe proposed sewage disposal and/or waste
water treatment facilities. N/A
j. Have these facilities received state or local
approval? YES
k. Describe existing treatment facilities.
- N/A
1. Describe location and type of discharges co
waters of the state (for exampiersurface runoff,
sanitary wastewater, industrial/commercial
effluent, or "wash down"). N/A
m. Water supply source N/A
n. If the project is oceanfront development.
describe the steps that will be taken to main-
tain established public beach accessways or pro-
vide new access. N/A
o. If the project is on the oceanfront, what will
be the elevation above mean sea level of the
first habitable floor? N/A
6 EXCAVATION AND FILL.
INFORMATION-
a. Describe below the purpose of proposed excava-
tion or fill activities (excluding bulkheads,
which are covered in Section 7).
Length Width Depth
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
areas
b. Amount of m :ial to be excavated from
below water level in cubic yards
c. Type of material varies
d. Does the area to be excavated include S marsh-
land, swamps, or other wetlands.
e. High ground excavation, in cubic yards N/A
f. Dimensions of spoil disposal area N/A
g. Location of spoil disposal area
see attached sheet
h. Do you claim title to the disposal area?
see atached sheet
If not, attach a letter granting permission from
the owner. see attached sheet
i. Will a disposal area be available for future
maintenance?/ N/A
If so,. where? N/A
j. Does the disposal area include any marshland,
swampland,'or water areas? N /A
k. Will the fill material be placed below mean
high water? N/A
1. Amount of fill in cubic Ayards N/A
m. Type of fill material
n. Source of fill materi al N/A
o. Will fill material be placed on marsh or ocher
wetlands? N/A
p. Dimensions of the wetland to be filled _L /A
q. How will excavated or fill material be kept on
site and erosion controlled?
Sediment & Erosion controls - see
attached sheet for mitigation measures
r. What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)? backhoe
s. Will wetlands be crossed in transporting equip-
ment co the project site? NO If yes, explain
the steps that will be taken co lessen en-
vironmental impacts. N/A
7 SHORELINE STABILIZATION
a. Length of bulkhead or rip rap N/A
b. Average distance waterward of mean high water
or normal water level N/A _
c. Shoreline erosion during preceding 12 months,
in feet N/A
d. Type of bulkhead material N/A
e. Amount of fill, in cubic yards, co be placed
below mean high water N/A
f. Type of fill material N/ A
2
8? ADDITI?NAIf IIVEORMAT ION.
In addition to the completed application form, the
following items must be submitted:
A copy of the deed (with state application only) or
other instrument under which the applicant claims
title to the affected property. If the applicant is not
claiming to be the owner of said property, then for-
ward a copy of the deed or other instrument under
which the owner claims title, plus written permis-
sion from the owner to carry out the project.
An accurate work plat (including plan view and
cross sectional drawings) drawn to scale in black
ink on 8 Vi x 11 white paper. (Refer to Coastal .
Resources Commission Rule 7J.0203 for a detailed
description.)
Please note that original drawings are preferred and
only high quality copies will 'be accepted. Blue-line
prints or other larger plats are acceptable only if 16
high quality copies are provided by the applicant.
(Contact the U.S. Army Corps of Engineers regard-
ing that agency's use of larger drawings.) A site or
location map is a part of plat requirements and it
must be sufficiently detailed to guide agency per-
sonnel unfamiliar with the area to the site. Include
county road (SR) numbers, landmarks, and the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit com-
ments on the proposed project to the Division of
Coastal Management. The applicant must advise
the adjacent landowners of this opportunity by sen-
ding a copy of the permit application to them by
registered or certified mail. This notification is re-
quired by G.S. 113.229(d).
Name see attached sheet for property
Address owners
Name
Address
Name
Address
A list of previous state or federal permits issued
for work on the project tract. Include permit
numbers, permittee, and issuing dates.
A check for $100 made payable to the. Depart-
ment of Natural Resources and Community
Development to cover the costs of processing the
application.
A signed AEC hazard notice for projects in ocean-
front and inlet areas.
A statement on the use of public funds. If the
project involves the expenditure of public funds, at-
tach a statement documenting compliance with the
North Carolina Environmental Policy Act
(N.C.G.S. 113A-1 to 10).
9 CERTIFICATION AND MWIS
SION TO ENTER ON LAND-?'
Any permit issued in response to this application
will allow only the development described in the
application. The project will be subject to condi-
tions and restrictions contained in the permit.
I certify that to the best of my knowledge, the pro-
posed activity complies with the State of North
Carolina's approved Coastal Management Program
and will be conducted in a manner consistent with
such program.
I further certify that I am authorized to grant, and
do in fact, grant permission to representatives of
state and federal review agencies to enter on the
aforementioned lands in connection with
evaluating information related to this permit ap-
plication and follow-up monitoring of project.
This is the $ re? day of (1- Lk4__&J ,
19gr•_. V ;7
X
Landowner or Au orized age
Send the completed application materials to the
Division of Coastal Management Office nearest you
and the U.S. Army Corps of Engineers. See the
map on the inside front cover for the appropriate
DCM office and addresses and phone number.
CAPE FEAR REGIONAL WASTEWATER INTERCEPTOR SYSTEM
The purpose of this attachment to the permit application for the discharge of dredged or fill
material into any Waters of the United States or Wetlands is to describe the alternatives,
mitigation, and construction activities proposed for the Cape Fear Regional Wastewater
Interceptor System.
Alternative Analysis
The Cape Fear Regional Wastewater Interceptor System is part of the regional plan
alternative chosen to serve the 201 planning area of Northeast Harnett County, Town of
Angier, Town of Coats, and Village of Buies Creeks. The regional plan alternative consists of
a regional wastewater treatment plant (WWTP) and an interceptor system consisting of 10.5
miles of 30 through 15-inch gravity sewer, and .9 mile of a 12-inch force main. Enclosed are the
Finding of No Significant Impact(FNSI) and the Environmental Assessment(EA) which
describe the alternative analysis performed in the 201 plan amendment and reasons for the
chosen alternative which includes the Interceptor System. A description of the alternative
locations for the Interceptor System is presented below.
The Interceptor System was designed to maximize the service area while minimizing cost and
environmental impacts. Existing easements and right of ways were utilized for the placement
of the 12-inch force main (0.8 mile) from the existing Town of Angier WWTP to the
headwaters of West Buies Creek and placement of the 30-, 27-, and 15-inch gravity sewer (1.3
miles) from the existingg Buies Creek - Coats WWTP to the proposed regional WWTP. The
chosen alternative for the location of the remaining 15-, 18-, 21-, and 24-inch gravity sewer,
designated the West Buies Creek Interceptor was near West Buies Creek within the wetlands.
The three (3) alternative locations reviewed for the West Buies Creek Interceptor are
presented below.
The first alternative was to utilize existing easements and right of ways. This alternative would
require a combination of pump stations, force mains, and gravity sewers to convey the
wastewater. The following advantage of this alternative was:
1. Minimized wetland disturbance
The following disadvantages of this alternative were:
1.The force mains and gravity sewers would be located along existing roads therefore
requiring a system on both sides of West Buies Creek to service the entire 201 planning
area.
2.Pump stations have a high initial cost compared with gravity sewer at average depths along
with a higher yearly operating and maintenance cost.
3.Pump stations are less reliable than gravity sewers and failure could cause untreated
sewage to be discharged to the surface waters.
4.Force mains are difficult to tie into therefore increasing the cost for existing and future
users to utilize the wastewater facility.
The second alternative was to locate the gravity sewer outside of the West Buies Creek
wetlands. The following advantage of this alternative was:
1. Minimize wetland disturbance.
The following disadvantages of this alternative were:
1.The wide wetlands would require a separate sewer on each side of the wetland boundaries
in order to serve the 201 planning area.
2.If the sewer is placed on only one side of the wetland the line would be forced into deeper
depths which would increase the cost of the sewer
3.If the sewer is placed on only one side and the wetlands crossed where necessary for
constructability, the length of the sewer would be increased which would increase the
depth and cost.
4.Easements would be required within usable land of private property owners. The
easements would restrict the use of the private owners land and therefore increase the cost
of the easement.
The third and chosen alternative was locating the gravity sewer within the West Buies Creek
wetlands and mitigate the impacts. The following advantages of this alternative were:
1. Maximum service to the 201 planning area at the minimum cost because one sewer can be
utilized by both sides of the stream and simple connections should be possible without the
use of pump stations and force mains.
2.Minimize the impact to private owners use of the land.
3.The length and depth of the sewer was minimized because the natural ground is at the
lowest elevation and necessary crossing of the streams were accomplished in a shorter
distance.
4.Reduced the number of existing and future pump stations, thus alleviating potential
environmental hazards since the gravity sewer is more reliable than pump stations to
convey wastewater.
The following disadvantage of this alternative was:
1. Disturbance of wetlands.
Mitigation Plan
In recognition of the importance of wetlands (in particular, forested wetlands) to the natural
habitat along the West Buies Creek and the protection of downstream surface waters, a
mitigation plan was developed to minimize impacts during and after construction of the
interceptor system. This mitigation plan is presented in the EA and summarized in the FNSI.
Construction Activities
Following is a general description of the construction activities anticipated for development of
the Interceptor System: The final means and methods of construction will be determined by
the contractor performing the work.
o The surveyors will stake out the manhole locations in the field.
o The contractor will place the appropriate sediment and erosion controls.
o The permanent twenty (20) feet easement will be cleared and grubbed.
o Portions of the trench will be excavated and the material temporarily placed within the
forty (40 feet temporary construction easement. If required to install the sewer, select
trees will be cleared outside of the permanent twenty (20) feet easement but within the
forty (40) feet temporary easement.
o The sewer and manholes will be installed and tested.
o Upon placement of the gravity sewers, the excavated material will be placed back into the
trench and all disturbed area will be graded back to existing elevations.
o The contractor will temporarily seed steep slopes immediately upon completion of
backfilling.
o All disturbed areas will be permanently seeded upon acceptance of the sewer installation.
CAPE FEAR REGIONAL WASTEWATER INTERCEPTOR SYSTEM
Location of Spoil Area
The excavated material not used as backfill in the sewer trench will be hauled away and
disposed of in an upland location. The contractor will be responsible for proper disposal and
encouraged to have the disposal location approved by the U.S. Army Corps of Engineers. The
geotechiiical report shows that most of the excavated material will be adequate for trench
backfill. Since the ma'ority of the soil will be placed back into the excavated trench, there
should be only a smaff quantity of spoil material.
NAME & ADDRESS
1. Mr. Jack Spears
unavailable
2. Mr. Jeff Stewart
Rt. 1, Box 168
Lillington, NC 27546
CAPE FEAR REGIONAL WASTEWATER
INTERCEPTOR SEWER
Property Owners
NAME & ADDRESS NAME & ADDRESS
12. Mr. Jeff Stewart
Rt. 1, Box 168
Lillington, NC 27546
23. Mr. W.C. Norris
Rt. 4, Box 84
Angier, NC 27501
13. Ms. Mazelle Stephenson
P.O. Box 938
Lillington, NC 27546
3. Ms. Annie Halt Bissette 14. Mr. C. Mangum
Rt. 1 Box 62-3 unavailable
Erwin, NC 28339
4. R.D. Lee Farms Inc.
William D. Lee
Rt. 2, Box 218AA
Angier, NC 27501
5. Cambell University
P.O. Box 97
Buies Creek, NC 27506
6. Ms. Susie McClean
c/o Edna Ryals
801 E Edgerton St.
Dunn, NC 28334
7. Ms. Eva Sawyer
Rt. 1, Box 389
Lillington, NC 27546
15. Ms. Mamie Stewart
c/o DK Stewart
P.O. Box 546
Dunn, NC 28334
16. Mr. Lyman Gregory
P.O. Box 55
Angier, NC 27501
17. Ms. Mary Jones
Rt. 1, Box 187
Lillington, NC 27546
18. Ms. Isabelle Jones
Rt. 1, Box 187
Lillington, NC 27546
8. Mr. Lewis Johnson
Rt. 1, Box 222
Lillington, NC 27546
19. Mr. Stanley Smith
Rt. 4, Box 225
Angier, NC 27501
9. Mr. Roger Sexton, heirs 20. Mr. Harold Butts
Box 126 Rt. 4, Box 423
Lillington, NC 27546 Angier, NC 27501
10. Mr. Dave Arrington
Rt.1, Box 389
Lillington, NC 27546
21. Ms. Doris Butts
Rt. 4, Box 233
Angier, NC 27501
11. Mr. Johnny Johnson
Rt. 1, Box 167
Lillington, NC 27546
22. Mr. Grady Newton
Rt. 4, Box 84
Angier, NC 27501
24. Ms. Kathryn Morgan
Rt. 4, Box 213
Angier, NC 27501
25. G. Gilbert
unavailable
NAME & ADDRESS
35. Black River Village
Limited Partnership
100 E. Cumberland St.
Dunn, NC 28334
36. Currin, Stewart,
Turlington
100 E. Cumberland St.
Dunn, NC 28334
37. P.L. Cambell
401 E. Lillington
26. Mr. Jimmie Spell Angier, NC 27501
7505 Grist Mill Rd
Raleigh, NC 27615 38. Mr. Neil Eason
unavailable
27. Mr. Frank Gardner
Rt. 2, Box 325
Angier, NC 27501
28. Ms. Christene Matthews 39. R.D. Lee Farms Inc.
P.O. Box 385 Johnny G. Lee
Lillington, NC 27546 Rt. 2, Box 218AA
Angier, NC 27501
29. Mr. Henry Vaughn
P.O. Box 446 40. R.D. Lee Farms Inc.
Angier, NC 27501 Charles B. Lee
Rt. 1, Box 65
30. Mr. David Gardner Erwin, NC 28339
Rt. 4, Box 115
Angier, NC 27501 41. R.D. Lee Farms Inc.
Rachel B. Lee
31. Gordan Stovall Rt. 1, Box 65
Rt. 4, Box 130 Erwin, NC 28339
Angier, NC 27501
42. R.D. Lee Farms Inc.
32. Mr. Clinton Adams Robert D. Lee
Rt. 4, Box 7 Rt. 2, Box 497
Angier, NC 27501 Dunn, NC 28334
33. Mr. Bill Adams 43. Mr. Roy L. Adams Sr.
116 E. Depot Rt. 4 Box 3
Angier, NC 27501 Angier, NC 27501
34. Mr. Roy L Adams, Jr.
Rt. 2, Box 297b
Angier, NC 27501
DEPARTMENT OF THE ARMY
Wilmington District, Corps of Engineers
Post Office Box 1890
Wilmington, North Carolina 28402-1890
Action ID. 199101511
PUBLIC NOTICE
July 3, 1991
HARNETT COUNTY, Post Office Box 759, Lillington, North Carolina 27546,
has applied for a Department of the Army permit TO PLACE FILL MATERIAL IN
WETLANDS OF WEST BUIES, BUIES CREEK AND NORTHEAST HARNETT COUNTY ASSOCIATED
WITH INSTALLATION OF AN ELEVEN MILE REGIONAL INTERSECTOR SYSTEM NEAR
LILLINGTON, Harnett County, North Carolina.
The following description of the work is taken from data provided by the
applicant and from observations made during an onsite visit by a
representative of the Corps of Engineers. Plans submitted with the
application show the proposed construction of a wastewater treatment plant
near the conflunce of Buies Creek and the Cape Fear River. The plant site
consists of 20 acres of predominantly Oak/Hickory forest. Approximately 7
acres are to be cleared for construction of the proposed wastewater treatment
facilities, and the remainder of the tract is to be undisturbed. The nearest
residence is approximately 2,200 feet from the proposed treatment facilities,
and adequate distance and sufficient tree buffer exist to avoid adverse
aesthetic impacts. Approximately 52,280 linear feet of interceptors are to be
placed along West Buies and Buies Creek to transport wastewater to the 1.5 mgd
sub-regional treatment facility. Approximately 38 acres of forested wetlands
are to be disturbed to contruct the proposed transport system. Three
alternative alignments were considered by the applicant. Although the
selected alignment does involve disturbance of wetlands, it minimizes impacts
to private property owners and provides effective service to the planning
area, at minimum cost, as one sewer can be utilized by both sides of the
stream and reduce the number of existing and future pump stations. The
purpose of the work is to provide for an improved, efficient public wastewater
treatment plant and sewer line system. Plans showing the work are included
with this public notice.
The State of North Carolina will review this public notice to determine
the need for the applicant to obtain any required State authorization. No DA
permit will be issued until the coordinated State viewpoint on the proposal
has been received and reviewed by this agency, nor will a DA permit be issued
until the North Carolina Division of Environmental Management (DEM) has
determined the applicability of a Water Quality Certificate as required by
PL 92-500.
This application is being considered pursuant to Section 404 of the Clean
Water Act (33 U.S.C. 1344). Any person may request, in writing within the
File Copy"'- Do Not Remove From Folder;
-2-
comment period specified in the notice, that a public hearing be held to
consider this application. Requests for public hearing shall state, with
particularity, the reasons for holding a public hearing.
The District Engineer has consulted the latest published version of the
National Register of Historic Places for the presence or absence of registered
properties, or properties listed as being eligible for inclusion therein, and
this worksite is not registered property or property listed as being eligible
for inclusion in the Register. Consultation of the National Register
constitutes the extent of cultural resource investigations by the District
Engineer, and he is otherwise unaware of the presence of such resources.
Presently, unknown archaeological, scientific, prehistorical, or historical
data may be lost or destroyed by work under the requested permit.
The District Engineer, based on available information, is not aware that
the proposed activity will affect species, or their critical habitat,
designated as endangered or threatened pursuant to the Endangered Species Act
of 1973.
The decision whether to issue a permit will be based on an evaluation of
the probable impacts, including cumulative impacts, of the proposed activity
and its intended use on the public interest. Evaluation of the probable
impacts which the proposed activity may have on the public interest requires a
careful weighing of all those factors which become relevant in each particular
case. The benefits which reasonably may be expected to accrue from the
proposal must be balanced against its reasonably foreseeable detriments. The
decision whether to authorize a proposal, and, if so, the conditions under
which it will be allowed to occur, are therefore determined by the outcome of
the general balancing process. That decision should reflect the national
concern for both protection and utilization of important resources. All
factors which may be relevant to the proposal must be considered including the
cumulative effects thereof. Among those are conservation, economics,
aesthetics, general environmental concerns, wetlands, cultural values, fish
and wildlife values, flood hazards and flood plain values (in accordance with
Executive Order 11988), land use, navigation, shore erosion and accretion,
recreation, water supply and conservation, water quality, energy needs,
safety, food and fiber production, mineral needs, considerations of property
ownership, and, in general, the needs and welfare of the people. For
activities involving the placement of dredged or fill materials in waters of
the United States, a permit will be denied if the discharge that would be
authorized by such permit would not comply with the Environmental Protection
Agencies' 404(b)(1) guidelines. Subject to the preceding sentence and any
other applicable guidelines or criteria, a permit will be granted unless the
District Engineer determines that it would be contrary to the public interest.
-3-
The Corps of Engineers is soliciting comments from the public; Federal,
State and local agencies and officials; Indian Tribes and other interested
parties in order to consider and evaluate the impacts of this proposed
activity. Any comments received will be considered by the Corps of Engineers
to determine whether to issue, modify, condition or deny a permit for this
proposal. To make this decision, comments are used to assess impacts on
endangered species, historic properties, water quality, general environmental
effects and the other public interest factors listed above. Comments are used
in the preparation of an Environmental Assessment and/or an Environmental
Impact Statement pursuant to the National Environmental Policy Act. Comments
are also used to determine the need for a public hearing and to determine the
overall public interest of the proposed activity.
Generally, the decision whether to issue this Department of the Army
permit will not be made until the DEM issues, denies, or waives State
certification required by Section 401 of the Clean Water Act. The DEM
considers whether or not the proposed activity will comply with Sections 301,
302, 306, and 307 of the Clean Water Act. The application and this public
notice for the Department of the Army permit serve as application to the DEM
for certification.
Additional information regarding the Clean Water Act certification may be
reviewed at the offices of the Environmental Operations Section, North
Carolina Division of Environmental Management, Salisbury Street, Archdale
Building, Raleigh, North Carolina. Copies of such materials will be furnished
to any person requesting copies upon payment of reproduction costs.
The North Carolina Division of Environmental Management plans to take
final action in the issuance of the Clean Water Act certification on or after
August 2, 1991.
All persons desiring to make comments regarding the application for Clean
Water Act certification should do so in writing delivered to the North
Carolina Division of Environmental Management, Post Office Box 27687, Raleigh,
North Carolina 27611-7687, on or before July 29, 1991, Attention: Mr. John
Dorney.
Written comments pertinent to the proposed work, as outlined above, will.
be received in this office, Attention: Mr. Michael Taylor, until 4:15 p.m.,
August 9, 1991 or telephone (919) 251-4634.
Public Notice Action ID No. 199101511 July 3, 1991
Applicant: Harnett County
Post Office Box 759
Lillington, North Carolina 27546
Proposed Work: TO PLACE FILL MATERIAL IN WETLANDS OF WEST BUIES, BUIES CREEK
AND NORTHEAST HARNETT COUNTY ASSOCIATED WITH INSTALLATION OF AN ELEVEN MILE
REGIONAL INTERSECTOR SYSTEM NEAR LILLINGTON, Harnett County, North Carolina
No. Cys. Mailed To
1 Applicant
410 Required Lists 2 and 2A
8 List for Harnett County
1 Congressman H. Martin Lancaster
1 Postmaster, Lillington, North Carolina 27546
1 CESAW-PD-EA/Richard Kimmel
1 CESAW-PD-EW/Chris Correale
15 Mr. John Parker, DCM, NCDEHNR, Raleigh, NC
2 EPA, Atlanta, GA
25 EXTRA
39 Adjacent Property Owners
504 TOTAL
Adjacent Property Owners
1. Mr. Jeff Stewart 14. Mr. Lyman Gregory
Route 1, Box 168 Post Office Box 55
Lillington, North Carolina 27546 Angier, North Carolina 27501
2. Ms. Annie Hall Bissette 15. Ms. Mary Jones
Route 1, Box 62-3 Route 1, Box 187
Erwin, North Carolina 28339 Lillington, North Carolina 27546
3. R. D. Lee Farms, Incorporatedl 16. Ms. Isabelle Jones
Mr. William D. Lee Route 1, Box 187
Route 2, Box 218AA Lillington, North Carolina 27546
Angier, North Carolina 27501
17. Mr. Stanley Smith
4. Cambell University Route 4, Box 225
Post Office Box 97 Angier, North Carolina 27501
Buies Creek, North Carolina 27506
18. Mr. Harold Butts
5. Ms. Susie McClean Route 4, Box 423
c/o Ms. Edna Ryals Angier, North Carolina 27501
801 E. Edgerton Street
Dunn, North Carolina 28334 19. Ms. Doris Butts
Route 4, Box 233
6. Ms. Eva Sawyer Angier, North Carolina 27501
Route 1, Box 389
Lillington, North Carolina 27546 20. Mr. Grady Newton
Route 4, Box 84
7. Mr. Lewis Johnson Angier, North Carolina 27501
Route 1, Box 222
Lillington, North Carolina 27546 21. Mr. W. C. Norris
Route 4, Box 84
8. Mr. Roger Sexton, heirs Angier, North Carolina 27501
Box 126
Lillington, North Carolina 27546 22. Ms. Kathryn Morgan
Route 4, Box 213
9. Mr. Dave Arrington Angier, North Carolina 27501
Route 1, Box 389
Lillington, North Carolina 27546 23. Mr. Jimmie Spell
7505 Grist Mill Road
10. Mr. Johnny Johnson Raleigh, North Carolina 27615
Route 1, Box 167
Lillington, North Carolina 27546 24. Mr. Frank Gardner
Route 2, Box 325
11. Mr. Jeff Stewart Angier, North Carolina 27501
Route 1, Box 168
Lillington, North Carolina 27546 25. Ms. Christene Matthews
Post Office Box 385
12. Ms. Mazelle Stephenson Lillington, North Carol ina 27546
Post Office Box 938
Lillington, North Carolina 27546
26.
Mr. Henry Vaughn _
Post Office Box 446
13. Ms. Mamie Stewart Angier, North Carolina 27501
c/o D. K. Stewart
Post Office Box 546
Dunn, North Carolina 28334
-2-
27. Mr. David Gardner
Route 4, Box 115
Angier, North Carolina 27501
28. Mr. Gordon Stovall
Route 4, Box 130
Angier, North Carolina 27501
29. Mr. Clinton Adams
Route 4, Box 7
Angier, North Carolina 27501
30. Mr. Bill Adams
116 E. Depot
Angier, North Carolina 27501
31. Mr. Roy L. Adams, Jr.
Route 2, Box 297b
Angier, North Carolina 27501
32. Black River Village
Limited Partnership
100 E. Cumberland Street
Dunn, North Carolina 28334
33. Currin, Stewart, Turlington
100 E. Cumberland Street
Dunn, North Carolina 28334
34. P. L. Cambell
401 E. Lillington
Angier, North Carolina 27501
35. R. D. Lee Farms, Incorporated
Mr. Johnny G. Lee
Route 2, Box 218AA
Angier, North Carolina 27501
36. R. D. Lee Farms, Incorporated
Mr. Charles B. Lee
Route 1, Box 65
Erwin, North Carolina 28339
37. R. D. Lee Farms, Incorporated
Ms. Rachel B. Lee
Route 1, Box 65
Erwin, North Carolina 28339
38. R. D. Lee Farms, Incorporated
Mr. Robert D. Lee
Route 2, Box 497
Dunn, North Carolina 28334
39. Mr. Roy L. Adams, Sr.
Route 4, Box 3
Angier, North Carolina 27501
Adjacent Property Owners (addresses unavailable)
Mr. Jack Spears
Mr. C. Mangum
Mr. G. Gilbert
Mr. Neil Eason
r- SITE
TIC LIN, ITY MAP
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CAFE FEAR REGIONAL- WASTEWATER
INTERCEPTOR SYSTEM
Scale 1" = 2000•
Sheet 1 of 4
Source : U.S.G.S. Quadrangle Maps
CAPF FEAR REGIONAL WASTEW. 17ER
INTERCEPTOR SYSTEM
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INTERCEPTOR SYSTEM
Scale Vv = 2000'
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Source : U.S.G.S. Quadrangle Maps
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Scale 1 " = 2000,
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Source : U.S.G.S. Quadrangle Maps
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WETLAND MITIGATION SITE SUCCESS FORM
• APPLICANT/PROJECT NAME :
Cape Fear Regional Wastewater Interceptor
• DEM #: WQC#: MAP #:
91325, 91351 2632
• COUNTY:
Harnett
• LOCATION OF MITIGATION SITE (LAT. AND LONG.)
• DIRECTIONS TO MITIGATION SITE:
• ACREAGE AND TYPE OF WETLAND IMPACTED:
35---BLH
• ACREAGE AND TYPE OF WETLAND MITIGATED:
35---BLH
• DESCRIPTION OF MITIGATION(IN FILE):
Restoring stream channel, and planting trees
• DESCRIPTION OF VEGETATION(IN FILE):
17 trees/acre---swamp tupelo, 5 trees/acre---water oak
• SUCCESS CRITERIA STATED(if any):
none
• WHAT IS THE PROJECT STATUS?(mark one):
RESTORATION, ENHANCEMENT, CREATION, PRESERVATION
• MONITORING PLAN:
none
• WHICH REGULATORY AGENCIES ARE INVOLVED?:
DEM, COE, USFWS
• TYPE OF DEVELOPMENT(mark the ones that apply):
RURAL, URBAN, PUBLIC, PRIVATE
i r
FIELD INFORMATION
• DESCRIPTION OF VEGETATION(AT SITE):
• SURFACE WATER LEVEL OBSERVATIONS:
• SURFACE AND GROUNDWATER RELATIONSHIPS:
• HAVE MITIGATION REQUIREMENTS BEEN MET?:
0 DESCRIPTION OF SOIL SAMPLE TAKEN:
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210
SANIT RY FORCE MAIN ,
Gt>;x EXISTING TREATMENT(
PLANT
SANITAR INTERCEPTOR as
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VIC Ili ITY MAP
APPROXIMATE SCALE 1"=2 MILES
-NORTH CAROLINA
Harnett County
CERTIFICATION
THIS CERTIFICATION is issued
of Section 401 Public Laws 92-500
and subject to the North Carolina
Management Regulations in 15 NCAC
County pursuant to an application
1991 to construct a 9.9 mile sewe
in conformity with the requirements
and 95-217 of the United States
Division of Environmental
2H, Section .0500 to Harnett
filed on the 8th day of July,
r line and interceptor system.
The Application provides adequate assurance that the
discharge of fill material into the waters of Buies and West
Bries Creeks in conjunction with the proposed regional
interceptor system in Harnett 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 25 NTU's or less
are not considered significant).
2. Mitigation shall be as outlined in the Environmental
Assessment FONSI or as agreed upon by the U.S. Army Corps of
Engineers.
Violations of any condition herein set forth shall result in
revocation of this Certification.
This Certification shall become null and void unless the above
conditions are made conditions of the Federal Permit.
This the 26 day of September, 1991.
DIVISION OF ENVIRONMENTAL MANAGEMENT
?I
eo ge T. Everett, irector
WQC# 2632 rl
Y '
?N
F. Environmental Consequences, Pi.tigative Measures
The proposed wastewater treatment plant will be located near the
confluence of Buies Creek and the Cape Fear River. The proposed plant
site consists of 20 acres of predominantly Oak/Hickory forests.
Approximately 7 acres of the total amount will be cleared for the
construction of the proposed wastewater treatment facilities and the
unoccupied portion of the tract will remain. undisturbed. The nearest
residence is approximately 2,200 feet from the proposed treatment
facilities and adequate distance and sufficient tree buffer exist to
avoid adverse aesthetic impacts. Approximately 52,280 linear feet of }
interceptors will be placed along West Buies and Buies Creeks to
transport wastewater to the 1.5 mgd subregional treatment facility.
This action will require soil disturbing activity in previously cleared
and undisturbed areas. A 40 foot construction corridor and a 20 foot
permanent easement will be required. Approximately 38 acres of --
forested wetlands will be disrupted in order to construct the proposed
transport system. Although bottomland hardwoods will be removed, the
interceptor rights-of-way can increase ecotone habitats and allow
colonization by species requiring open areas. The biological
assessment prepared by Robert J. Goldstein and Associates indicated
that the right-of-way is not wide enough to cause functional habitat
fragmentation to birds and mammals, but amphibians may be adversely
impacted by the removal of forest cover. Secondary and cumulative
impacts to the terrestrial habitats could result from future growth and
development. The Department of Cultural Resources has determined that
the proposed project should have no significant adverse impact to
architectural; historic, or archaeological resources. The Division of
Environmental Health does not object to the project providing that the
discharge point fran the 1.5 mgd regional wastewater treatment plant is
not located any closer to the 8.0 mgd raw water intake point downstream
on the Cape Fear River. implementing-the plan should not contravene
any State and Federal air pollution emission limitations. The Division
of Environmental Management's Groundwater Section has determined that
the selected alternative will have a minimum impact upon groundwater.
The Division of Parks and Recreation, the Wildlife Resources
Commission, and the U.S. Fish and Wildlife Service reviewed the plan
and raised sane concerns about the impact to fish and wildlife.
Specifically, the agencies felt the endangered red-cockaded woodpecker
and the Cape Fear shiner may be impacted. A biological survey concluded
that a contiguous habitat does not exist to support the red-cockaded
woodpecker. Therefore, the project should not have any impact on this
endangered species. Streams were investigated to determine if the Cape
Fear shiner existed in the project area. Accordingly, the endangered
fish was not found, nor was the appropriate habitat discovered.
Further concerns were expressed by the U.S. Fish and Wildlife Service
-5-
and the Wildlife Resources Commission about the clearing of forested
wetlands. The following mitigative measures will be implemented to
minimize significant adverse short and long-term impacts to wetlands.
1) A sedimentation and erosion control plan will be required to
reduce runoff to nearby streams.
2) Clearing for the interceptor corridor along West Buies and Buies
Creeks will remain at least 50 feet from stream banks to avoid
loss of tree canopy, to prevent bank destabilization, and to allow
deposition of sediments and pollutants.
3) Stream crossings will be minimized to avoid disturbing benthic and
riparian habitats and stream hydrology. Stream crossings will
be oriented perpendicular to the channel and high-quality habitats
such as riffles will be avoided.
4) Compensatory mitigation for unavoidable impacts will involve
reconstruction and enhancement of stream charnels and adjacent
riparian habitat in accordance with Wildlife Resources Commission's
guidelines.
5) T,?e contractor will be required to replace the mast production of, V') CA)
approximately 38 acres of forested wetlands by planting 17 trees
per acre of swamp tupelo and 5 trees per acre of water oak.
6) Construct a chlorination/dechlorination system which will meet
chlorine residual requirements of the NPDES permit. The system
will also include safety features such as a dual backup unit,
automatic switches, automatic shutdown, flow control, and audible
alarms.
7) The U.S. Army Corps of Engineers will issue an individual permit
to construct the proposed facilities and the required conditions
will be added to the contract specification.
8) The U.S. Fish and Wildlife Service will complete its final review
of the biological assessment and determine if additional
mitigative measures will be required.
Mitigative measures will be implemented and construction activities
will be conducted in accordance with appropriate guidelines and
required regulations. The project will allow orderly development in
the county and protect water quality in the Cape Fear River.
G. Public Participation, Sources Consulted
A public hearing was held April 30, 1990 on a proposed project in which
the recoffwnded treatment plant location was the south side of the Cape
Fear River. The Tovm of Lillington subsequently withdrew its support
for the regional treatment plan, and it became more cost effective to
locate the treatment plant on the north side of the Cape Fear River.
-6-