19930387 Ver 1_COMPLETE FILE_19930510

State of North Carolina
Department of Environment,
Health and Natural Resources AT441JJ;;
Division of Environmental Management
James B. Hunt, Jr., Secretary ID E H N F 1
Jonathan B. Howes, , SecreLata
A. Preston Howard, Jr., P.E., Director
May 12, 1993
Mr. Steve Carpenter, County Manager
Anson County
907 North Washington Street
Wadesboro, N.C. 28170
Dear Mr. Carpenter:
Subject: Proposed fill in Wetlands or Waters
Water main along NC 74
Anson County
DEM Project # 93387
Upon review of your request for 401 Water Quality Certification to place fill material in 0.33
acres of wetlands or waters which are tributary to Goulds Fork, Pinch Gut, Brown and Lanes
Creeks for water main installation located at NC 74 in Anson County, as described in your
submittal dated 7 May, 1993, we have determined that the proposed fill can be covered by
General Water Quality Certification No. 2664 issued January 21, 1992. A copy of the General
Certification is attached. This Certification may be used in qualifying for coverage under Corps
of Engineers' Nationwide Permit No. 12.
If you have any questions, please contact John Dorney at 919-733-1786.
Sincerely,
oa?
U
_P_7? . Prest Howard, Jr. P.E.
93387.Itr
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Fayetteville Regional Office
Mr. John Dorney
Central Files
Eric Weatherly; Hobbs, Upchurch & 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
9358q
Hobbs, Upchurch & Associates, P.A.
Consulting Engineers
Post Office Box 1737 • Southern Pines, NC 28388
May 7, 1993
Mr. John Dorney
Water Quality Section
Division of Environmental Management
N.C. Department of Environment, Health
and Natural Resources
219 E. North Street
Raleigh, NC 27601
RE: 24" Water Main to Serve Union County
Owner: Anson County, North Carolina
HUA No. AN8903-Permits
Dear Mr. Dorney:
Anson County wishes to install a 24" water main to serve Union County. The water main
will be installed from Wadesboro to the Union County line along the southern shoulder of
N.C. Hwy. 74. The water main will be installed in the existing highway right-of-way. The
water main will be ductile iron and installed in a trench approximately 2' wider than the
pipe.
We wish to apply for a Section 401 Water Quality Certification from the Division of
Environment, Health and Natural Resources. We understand this is necessary due to several
creek crossings necessary while installing the water main down the shoulder of the road. We
have been in contact with Mr. Scott McLendon of the U.S. Army Corps of Engineers and
have obtained a Nationwide Permit No. 12. To assist in your review, we have included the
following information: Nationwide Permit No. 12 from the Department of the Army; North
Carolina Department of Environment, Health and Natural Resources, Land Quality Section,
soil erosion and sediment plan approval; Department of Environment, Health and Natural
Resources, Public Water Supply Section, plan approval; North Carolina Department of
Transportation encroachment approval; and the following plan sheets:
1. Contract I, Sheets 1, 2, 11, 12, 18, 19 and 26.
2. Contract II, Sheets, 1, 2, 3, 4, and 23.
290 S.W. Broad Street Telephone [phone] Fax [phone]
Mr. John Dorney
Page 2
May 7, 1993
No clearing and grubbing will be necessary for the crossings. We anticipate installing the
water main in the trench across the creek with 2' of cover over the pipe. No changes in
elevations should occur. As noted in the enclosed Land Quality Section permit, we will be
installing sedimentation traps on each side of creek crossings; however, we do not anticipate
using the rip rap crossing detail for this installation.
Your assistance in this matter is greatly appreciated. It is pointed out that construction has
begun on the project; however, we will not allow construction in these areas until further
guidance is received from your office. Please do not hesitate to contact this office if you
have any questions or if additional information is needed.
Sincerely,
HOBBS, UPCHURCH & ASSOCIATES, P.A.
Eric T. Weatherly, P.E.
Enclosures
cc: Mr. Vance Gulledge, Utilities Director/Anon County
ETW/rjp/may?

AH 5-q? 02;37 PM
DEM ID:
ACTION ID:
JOINT APPLICATION FORM FOR
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO THE DISTRICT ENGINEER
NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
NATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL SECTION 401 CERTIFICATION
PA3/A4
WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGINEERS DIVISION OF ENVIRONMENT ANAGEMENT
D
EPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRO T?
P.O. BOX 1
WILLMINGTON,89NC 28402-1890 P.O.ABOXN29535L RESOUR ryj
ATTN, CESAW-CO-E RALEIGH, NC 27626-053 V
Telephone [phone] ATTN: MR. JOHN DORNEY MAY 0 IM
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT T `?'E GROU
ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISI0 11'SEC1
ENVIRONMENTAL MANAGEMENT. PLEASE PRINT.
1. OWNERS NAME: Steve Carpenter, County Manager
2. OWNERS ADDRESS: -Anson County
shingtgn St.
Wadesboro, NC_ 28170
3. OWNERS PHONE NUMBER (HOME): (WORK): 919/694-5802
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Steve Carpenter, County Manager
_ Anson Count
907 N. Washin ton St.
Wadesboro NC 28170
5. LOCATION OF PLANNED WORK (ATTACH MAP).
COUNTY: Anson
NEAREST TOWN OR CITY: Wadesboro
SPECIFIC LOCATION (INCLUDE ROAII NUMBERS, LANDMARKS, ETC.):
-Installation of 24" ter main-alone South shoulder of NC Hwy 74
Goulds Fork Creek, nch
b. NAME OF CLOSEST STREAM/RIVER: B
rowns Creek., LanesPCreekGut Creek,
7. RIVER BASIN: Yadkin-Pee Dee
8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW,
WS I, OR WS II? YES [ ] NO [X4
9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES CXA NO [ ]
IF YES, EXPLAIN. A Section 404 Permit has been obtained from the Arm
Corps of Engineers
10. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
113 Aare
2/3/92

H-I5-92 A2:37 N
Pn4/A4
I.
-2-
11. NUMBER Or ACRES OF WATERS OF THE U.s., INCLUDING WETLANDS, IMPACTED BY
THE PROPOSED PROJECTt
FILLEDt
DRAINED:
FLooDYDs
EXaAVATEDt Acre
TOTAL IMPACTEDt -1/3 Acre
1Z. DESCRIPTION OF PROPOSED WoRR fA'TACH PLANS): T a tallafion of a 24"
water main within the DOT right-of-way of nwy /4. Insta a7ion o
at a oerDendicu ar ane e.
13. PURPOSE OF PROPOSED WORK: Anson Count wishes to sell potable water
14. STATE REASONS-WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS. ve ntio d cree cro s under Hwy 74. While installing -Tho the water main along highway 74, t ese creek crossings must be-ma-de. - U? LLIJUaI I- In a narrow trench and restore ack
to original contour. Sediment traps, silt fences and revegetation will
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE prevent erosion.
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) REGARDING THE PRESENCE
OR ANY PSDERALLY LISTED OR PROPOSED FOR LISTING ENDANOMO OR THR$ATDN$D
SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED MY 11n
PROPOSED PROJECT. HAVE YOU DONE SO? YES ( ) NO (X)
RESPONQES 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 507 YES ( ) NO (X)
RESPOWSP TROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. ADDITIONAL INFORMATION REQUIRED BY DEMs
A. WETLAND DELINEATION MAP SHOWING ALL WSTLANDS, STREAMS, AND LAKES ON
THE PROPERTY. N/A
B. 17 AVAILADLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PROJECT. N/A
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
D. IF A STORMWATYR MANAGEMENT PLAN 16 REQUIRED FOR THIS PROJECT, ATTACH
COPY. N/A
E. WHAT IS LAND USE OF SURROUNDING PROPERTY? Within cleared highway
right-of-way
F. IF APPLICABL k/t" Is PROPOSED METHOD OF SEWAGE DISPOSAL?
OWNER'S SIONATU ??i~-DATE
1 _ . •
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
Regulatory Branch
May 4, 1993
M
F AY 10 1993
Action ID. 199301774 and Nationwide Permit No. 12 (Utility Line Backfill
and Bedding)
Mr. Eric T. Weatherly
Hobbs, Upchurch & Associates, P. A.
Post Office Box 1737
Southern Pines, North Carolina 28388
Dear Mr. Weatherly:
Reference your application received March 31, 1993, for Department of the
Army authorization to install a 24" water main to supply water to Union County
(HUA No. AN8903). According to the plans, the water line will be located in
the US 74 right-of-way and will cross waters and wetlands associated with
Culpepper Creek, Goulds Fork, Pinch Gut Creek, Little Browns Creek, Browns
Creek, Ledbetter Branch, Swans Branch, and Lanes Creek.
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.
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.
Your work is authorized by this nationwide permit provided it is
accomplished in strict accordance with the enclosed conditions and provided
you receive a Section 401 water quality certification from the North Carolina
Division of Environmental Management and, in the coastal area, a consistency
determination from the North Carolina Division of Coastal Management. You
should contact Mr. John Dorney, telephone [phone], regarding water
quality certification, and Mr. Steve Benton, telephone [phone],
regarding consistency determination. This nationwide permit does not relieve
you of the responsibility to obtain other required State or local approval.
This verification will be valid for 2 years from the date of this letter
unless the nationwide authorization is modified, reissued, or revoked. Also,
this verification will remain valid for the 2 years if, during that period,
the nationwide permit authorization is reissued without modification or the
activity complies with any subsequent modification of the nationwide permit
authorization. If during the 2 years, the nationwide permit 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 nationwide permit,
I
-2-
Sincerely,
ne Wri
hie , Regulatory Branch
activities which have commenced (i.e., are under construction) or are under
contract to commence in reliance upon the nationwide permit will remain
authorized provided the activity is completed within 12 months of the date of
the nationwide permit'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 Scott McLendon, Wilmington
Regulatory Field Office, telephone [phone].
Enclosure
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
Mr. 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
Mr. Ken Averitte
Division of Environmental
Management
North Carolina Department of
Environment, Health, and
Natural Resources
225 Green Street, Suite 714,
Fayetteville, North Carolina
Wachovia Buildin
28301
Mr. Joe Glass
Regional Engineer
Land Quality Section
Suite 714, Wachovia Building
Fayetteville, North Carolina 28301
GENERAL CONDITIONS
1. Navigation. No activity may cause more than a minimal adverse effect on
navigation.
2. Proper Maintenance. Any structure or fill authorized shall be properly
maintained, including maintenance to ensure public safety.
3. Erosion and Siltation Controls. Appropriate erosion and siltation
controls must be used and maintained in effective operating condition during
construction, and all exposed soil and other fills must be permanently
stabilized at the earliest practicable date.
4. Aquatic Life Movements. No activity may substantially disrupt the
movement of those species of aquatic life indigenous to the waterbody,
including those species which normally migrate through the area, unless the
activity's primary purpose is to impound water.
5. Equipment. Heavy equipment working in wetlands must be placed on mats or
other measures must be taken to minimize soil disturbance.
6. Regional and Case-by-case Conditions. The activity must comply with any
regional conditions which may have been added by the Division Engineer and any
case specific conditions added by the Corps.
7. Wild and Scenic Rivers. No activity may occur in a component of the
National Wild and Scenic River System; or in a river officially designated by
Congress as a "study river" for possible inclusion in the system, while the
river is in an official study status. Information on Wild and Scenic Rivers
may be obtained from the National Park Service and the U.S. Forest Service.
8. Tribal Rights. No activity or its operation may impair reserved tribal
rights, including, but not limited to, reserved water rights and treaty
fishing and hunting rights.
9. Water Quality Certification. In certain states, an individual state
water quality certification must be obtained or waived.
10. Coastal Zone Management. In certain states, an individual state coastal
zone management consistency concurrence must be obtained or waived.
11. Endangered Species. No activity is authorized under any NWP which is
likely to jeopardize the continued existence of a threatened or endangered
species or a species proposed for such designation, as identified under the
Federal Endangered Species Act, or which is likely to destroy or adversely
modify the critical habitat of such species. Non-Federal permittees shall
notify the District Engineer if any listed species or critical habitat might
be affected or is in the vicinity of the project and shall not begin work on
the activity until notified by the District Engineer that the requirements of
-3-
(4) Where required by the terms of the NWP, a delineation of affected
special aquatic sites, including wetlands; and
(5) A statement that the prospective permittee has contacted;
(a) The USFWS/NMFS regarding the presence of 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; and any
available information provided by those agencies. (The prospective permittee
may contact Corps District offices for USFWS/NMFS agency contacts and list of
critical habitat.)
(b) The SHPO regarding the presence of any historic properties in the
permit area that may be affected by the proposed project; and the available
information, if any provided by that agency.
14. Water Supply Intakes. No discharge of dredged or fill material may occur
in the proximity of a public water supply intake except where the discharge is
repair of the public water supply intake structures or adjacent bank
stabilization.
15. Shellfish Production. No discharge of dredged or fill material may occur
in areas of concentrated shellfish production, unless the discharge is
directly related to a shellfish harvest activity authorized by nationwide
permit.
16. Suitable Material. No discharge of dredged or fill material may consist
of unsuitable material (e.g., trash, debris, car bodies, etc.) and material
discharged must be free from toxic pollutants in toxic amounts.
17. Mitigation. Discharges of dredged or fill material into waters of the
United States must be minimized or avoided to the maximum extent practicable
at the project site (i.e., on-site), unless the District Engineer has approved
a compensation mitigation plan for the specific regulated activity.
18. Spawning Areas. Discharges in spawning areas during spawning seasons
must be avoided to the maximum extent practicable.
19. Obstructions of High Flows. To the maximum extent practicable,
discharges must not permanently restrict or impede the passage of normal or
expected high flows or cause the relocation of the water (unless the primary
purpose of the fill is to impound waters).
20. Adverse Impacts from Impoundments. If the discharge creates an
impoundment of water, adverse impacts on the aquatic system caused by the
accelerated passage of water and/or the restriction of its flow shall be
minimized to the maximum extent practicable.
-2-
the Endangered Species Act have been satisfied and that the activity is
authorized. Information on the location of threatened and endangered species
can be obtained from the U.S. Fish and Wildlife Service and National Marine
Fisheries Service.
12. Historic Properties. No activity which may affect Historic Properties
listed, or eligible for listing, in the National Register of Historic Places
is authorized, until the District Engineer has complied with the provisions of
33 CFR 325, Appendix C. The prospective permittee must notify the District
Engineer if the authorized activity may affect any historic properties listed,
determined to be eligible, or which the prospective permittee has reason to
believe may be eligible for listing on the National Register of Historic
Places, and shall not begin the activity until notified by the District
Engineer that the requirements of the National Historic Preservation Act have
been satisfied and that the activity is authorized. Information on the
location and existence of historic resources can be obtained from the State
Historic Preservation Office and the National Register of Historic Places (see
33 CFR 330.4(g)).
13. Notification.
a. Where required by the terms of the NWP, the prospective permittee must
notify the District Engineer as early as possible and shall not begin the
activity:
(1) until notified by the District Engineer that the activity may proceed
under the NWP with any special conditions imposed by the District or Division
Engineer; or
(2) if notified by the District or Division Engineer that an individual
permit is required; or
(3) Unless 30 days have passed from the District Engineer's receipt of the
notification and the prospective permittee has not received notice from the
District or Division Engineer. Subsequently, the permittee's right to proceed
under the NWP may be modified, suspended or revoked only in accordance with
the procedure set forth in 33 CFR 330.5(d)(2).
b. The notification must be in writing and include the following information
and any required fees:
(1) Name, address and telephone number of the prospective permittee;
(2) Location of the proposed project;
(3) Brief description of the proposed project; the project's purpose; direct
and indirect adverse environmental effects the project would cause; any other
NWP(s), regional general permit(s) or individual permit(s) used or intended to
be used to authorize any part of the proposed project or related activity;
-4-
21. Waterfowl Breeding Areas. Discharges into breeding areas for migratory
waterfowl must be avoided to the maximum extent practicable.
22. Removal of Temporary Fills. Any temporary fills must be removed in their
entirety and the affected areas returned to their preexisting elevation.
NOTES:
1. Qualification for and issuance of a nationwide permit does not relieve the
applicant of the need to obtain any other required State or local permits.
2. Should all or part of a proposed activity be located within an Area of
Environmental Concern (AEC) as designated by the North Carolina Coastal
Resources Commission, a CAMA permit is required from the North Carolina
Division of Coastal Management. Should an activity within or potentially
affecting an AEC be proposed by a Federal agency, a consistency determination
pursuant to 15 CFR 930 must be provided to the North Carolina Division of
Coastal Management at least 90 days before the onset of the proposed activity.
REGIONAL CONDITIONS
1. The required restoration plan must designate a time table for restoration
activities.
2. All fill material must be removed immediately upon the completion of its
intended use and the area restored to its natural vegetation.
STATE CONSISTENCY CONDITIONS
1. The required restoration plan must designate a time table for restoration
activities.
2. All fill material must be removed immediately upon the completion of its
intended use and the area restored to its natural vegetation.
3. If the proposed activity is within the North Carolina Coastal Area, the
applicant must receive written concurrence from the North Carolina Division of
Coastal Management that the activity is consistent with the North Carolina
Coastal Management Program.
f.
aW ??4a r Hobbs
, Upchurch & Associates P.A.
' Consulting Engineers
>r.'r. • Post Office Box 1737 • Southern Pines, NC 28388
March 29, 1993
Mr. Scott McLendon
U.S. Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28405
RE: 24" Water Main to Serve Union County
Owner - Anson County, North Carolina
HUA No. AN8903 - Permits
Dear Mr. McLendon: -
As per telephone conversations with myself and Gary Culp of our office, please find
enclosed one set of the technical specifications, copies of permits from the Department of
Environment, Health and Natural Resources, Public Water Supply Section and Land Quality
Section, and the following plan sheets:
1. Contract I: Sheets 1, 2, 11, 12, 18, 19 and 26.
2. Contract II: Sheets 1, 2, 3, 4 and 23.
Anson County wishes to install a 24" water main to supply water to Union County. It is
pointed out that even though the plans show a 20" water main, a 24" water main was bid as
an alternate, and the project has been awarded as a 24" water main. We have become aware
that a separate Section 404 permit from the U.S. Army Corps of Engineers and a Section
401 Water Quality certification from the Division of Environment, Health and Natural
Resources may be required for the following creek crossings: Goulds Fork Creek, Pinch Gut
Creek, Browns Creek and Lanes Creek.
The water main will be installed within the Hwy. 74 right-of-way. No clearing and grubbing
will be necessary for the crossings. We anticipate installing the water main in a trench
across the creek with 2' of cover over the pipe. No changes in elevations should occur. As
noted on the enclosed Land Quality Section permit, we will be installing sedimentation traps
on each side of the creek crossing; however, we do not anticipate using the rip rap crossing
details for these installations.
290 S.W. Broad Street Telephone [phone] Fax [phone]
Mr. Scott McLendon
Page 2
March 29, 1993
Your assistance in this matter is greatly appreciated. We anticipate issuing the Notice to
Proceed around April 12, 1993; however, we will allow not construction in these areas until
further guidance is received from your office. Please do not hesitate to contact this office
if you have any questions or if additional information is needed.
Sincerely,
HOBBS, UPCHURCH & ASSOCIATES, P.A.
Eric T. Weatherly, P.E.
Enclosures
cc: Mr. Vance Gulledge, Utilities Director/Anson County
ETW/rjp/mar29

,.? ST
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RECEIVED MAR 1 7 1993
AVI F -(O-3
State of North Carolina
Department of Environment, Health, and Natural Resources
fayettevtUe Regional Office
sum B. Huat, Jr., Govanor
March 16, 1993
Mr. Steve Carpenter, County Manager
County of Anson
907 Washington Street
Wadesboro, NC 28170
G7 Y 5,.
RE: Approval of Soil Erosion and Sediment
Control Plan
20-Inch Water Line to Union County
Anson County, North Carolina
Dear Mr. Carpenter:
The review of the above referenced erosion control plan has been com-
pleted.
The plan has been found to be acceptable subject to the following stipu-
lations:
1. Silt fence should not be installed across roadside ditches.
2. Enclosed is a Certificate of Plan Approval which must be
displayed at the job site.
3. In order to ensure the early coordination and implementation of
the erosion control plan for this project, it is requested that
a preconstruction conference be held. As a minimum, representa-
tives of the owner, engineer, contractor, and this office
should attend, subject to the availability of staff. Please
notify Mr. Dennis Shackelford of this office as to when this
conference is scheduled.
4. The developer is responsible for obtaining any and all permits
and approvals necessary for the development of this project
prior to the commencement of this land-disturbing activity.
This could include the Division of Environmental Management
under storm water regulations, the US Army Corps of Engineers
under Article 404 jurisdiction, local county or town agencies
under their local ordinances, or others that may be required.
WadxhU B & ft. Sdte 714 • rayetteAlee, North Ceroona 28301-5043 0 Telephone [phone] FAX [phone]
Jonad= B. Howes, secretary
Mr. Steve D. Carpenter
Page 2
March 16, 1993
This approval cannot supersede any other permit or approval;
however, in the case of a Cease and Desist order from the Corps
of Engineers, that Order would only apply to wetland areas.
All other lands must still be in compliance with the Sedimenta-
tion Pollution Control Act.
5. If any area on site falls under the jurisdiction of Section 404
of the Clean Water Act, the developer is responsible to the
orders of the US Army Corps of Engineers. Any erosion control
measures that fall within jurisdictional wetland area must be
relocated to the transition point between the wetlands and the
highlands to assure that the migration of sediment will not
occur. If that relocation presents a problem or contradicts
any requirements of the Corps of Engineers, it is the
responsibility of the developer to inform the Land Quality
Section's Regional Office so that an adequate contingency plan
can be made to assure sufficient erosion control on-site.
Failure to do so will be considered a violation of this
approval.
6. Following the completion of the project, you should notify this
office to schedule a final inspection. The purpose of this
inspection is to ensure that all erosion control requirements
have been met.
This approval is subject to the satisfactory performance of the erosion
control measures under field conditions. Should it be determined that the
requirements of the Sedimentation Pollution Control Act of 1973 (GS 113A,
51-66) are not being met, revisions to the plan and its implementation will be
required.
This permit allows for a land disturbance, as called for on the
application plan, not to exceed 10 acres. Exceeding that acreage will be a
violation of this permit and would require a revised plan and additional
application fee. Amendments to the plan should be submitted to this office
under the same procedures as followed for the original plan.
Title 15, Section 4B .0017 (A) of the North Carolina Administrative Code
requires that a copy of the approved plan be on file at the job site and that
inspections of the project be made by this office to ensure compliance with
the approved plan.

Mr. Steve D. Carpenter
Page 3
March 16, 1993
We look forward to working with you on this project.
since ly,
Gerald Lee
Assistant Regional Engineer
Land Quality Section
GL/tf
Enclosure
cc: Eric T. Weatherly, P.E.
Wayne Gathings

NOTES:
1.) THIS DETAIL SPECIFICALLY DESIGNED FOR 20" WATER MAIN
TO UNION COUNTY. OWNER: ANSON COUNTY N.C.
2.) THE ENGINEER OR HIS REPRESENTATIVE SHALL DETERMINE
IN THE FIELD, DITCH CROSSINGS REQUIRING RIP RAP
STABILIZATION.
TYPICAL CULVERT
UNDER HWY
HWY 74
TYPICAL ROADSIDE DITCH
PROPOSED WATER MAIN
(LOCATION VARIES)
C

A
A.
TYPICAL DITCH CROSSING
WITH RIP RAP STABILIZATION
> A RIP RAP INSTALLED
TOP OF BANK TO TOP
4NK AND WIDTH OF
/ATED AREA.
FILTER FABRIC INSTALLED
UNDER RIP RAP
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20" WATER MAIN TO SERVE UNION COUNTY
OWNER: ANSON COUNTY, NORTH CAROLINA
Temporary Sediment Trao Desian
NOTE: Denuded Area - Use 6' wide trench.
Drainage Area - Use centerline westbound lane of U.S. Hwy. 74
to edge of right-of-way = 60' total (includes 10'
of pavement).
C = 0.9: Paved Areas
0.35: Grassed Areas
ho = 5.4
Goulds Fork
Size Sediment Trap No. 1: 18'x 9'x 2.9' Deep (See Plan Sheet 11 of 28, Contract I)
Denuded Area - Station 60+50 to Station 80+00 = 1,950 LF
1,950 LF x 6 Feet = 0.27 AC
Capacity - 0.27 AC at 1,800 CF/AC = 468 CF
Use 18'x 9'x 2.9' Deep
Size Weir - 4' L x 18"
Drainage Area - 1,950 LF x 60' = 2.69 AC
Find Q: Q = CIA
= 0.45 x 0.9 + 2.24 x 0.35 x5.4x2.69
2.69
6.42 CFS
Find Flow - 6.42 CFS x 0.6463 = 4.15 MG/Day
Ty 4' Wide Weir - 4.15/4 = 1.04 MG/Day/Foot
Fow Depth - 0.6'
1
C
( 11-41,
Size Sediment Trap No. 2: 24' x 12' x 3' Deep (See Plan Sheet 12 of 28, Contract I)
Denuded Area - Station 92+50 to Station 127+00 = 3,450 LF
3,450 LF x 6 Feet = 0.48 AC
Capacity - 0.48 AC at 1,800 CF/AC = 8.64 CF
Use 24' x 12' x 3' Deep
Size Weir - 4' L x 18"
Drainage Area - 3,450 LF x 60' = 4.75 AC
Find Q: Q = CIA
= 0.79 x 0.9 + 3.96 x 0.35 x5.4x4.75
4.75
= 11.32 CFS
Find Flow - 11.32 CFS x 0.6463 = 7.32 MG/Day
Try 4' Wide Weir - 7.32/4 = 1.83 MG/Day/Foot
Flow Depth - 0.92'
Pinch Gut Creek
Size Sediment Trap No. 3: 18'x 9'x 1.9' Deep (See Plan Sheet 18 of 28, Contract I)
Denuded Area - Station 181+50 to Station 194+00 = 1,250 LF
1,250 LF x 6 Feet = 0.17 AC
Capacity - 0.17 AC at 1,800 CF/AC = 310 CF
Use 18' x 9' x 1.9' Deep
Size Weir - 3' L x 18"
Drainage Area - 1,250 LF x 60 Feet = 1.72 AC
Find Q: Q = CIA
= 0.29' x 0.9 + 1.43 x 0.35 x5.4x1.72
1.72
= 4.11 CFS
2

Find Flow - 4.11 CFS x 0.6463 = 2.66 MG/Day
Try 3' Wide Weir - 2.66/3 = 0.89 MG/Day/Foot
Flow Depth - 0.56 Feet
Size Sediment Trap No. 4: 14' x 7' x 1.4' Deep (See Plan Sheet 18 of 28, Contract I)
Denuded Area - Station 195+00 to Station 200+50 = 550 LF
550 LF x 6 Feet = 0.08 AC
Capacity - 0.08 AC at 1,800 CF/AC = 137 CF
Use 14' x 7' x 1.4' Deep
Size Weir - 2' L x 12"
Drainage Area - 550 LF x 60 Feet = 0.77 AC
Find Q: Q = CIA
= 0.13 + 0.64 x5.4x0.77
0.77
= 1.84 CFS
Find Flow - 1.84 CFS x 0.6463 = 1.19 MG/Day
Try 2' Wide Weir - 1.19/2 = 0.60 MG/Day/Foot
Flow Depth - 0.44 Feet
Browns Creek
Size Sediment Trap No. 5: 15'x 7.5' x 2.0' Deep (See Plan Sheet 3 of 34, Contract II)
Denuded Area - Station 2+50 to Station 11+50 = 900 LF
900 LF x 6 Feet = 0.12 AC
Capacity - 0.12 AC at 1,800 CF/AC = 223 CF
Use 15' x 7.5' x 2.0' Deep
Si?e Weir - 3' L x 12"
Drainage Area - 900 Lf x 60 Feet = 1.24 AC
3

Find Q: Q = CIA
= 0.21 x 0.9 + 1.03 x 0.35 x5.4x1.24
1.24
= 2.97 CFS,
Find Flow - 2.94 CFS x 0.6463 = 1.92 MG/Day
Try 3' Wide Weir - 1.92/3 = 0.64 MG/Day/Foot
Flow Depth - 0.46 Feet
Size Sediment Trap No. 6: 24' x 12' x 2.9' Deep (See Plan Sheet 4 of 34, Contract II)
Denuded Area - Station 16+50 to Station 49+50 = 3,300 LF
3,300 LF x 6' = 0.45 AC
Capacity - 0.45 AC at 1,800 LF/AC = 819 LF
Use 24' x 12' x 2.9' Deep
Size Weir - 6' L x 18"
Drainage Area - 3,300 LF x 60 Feet = 4.55 AC
Find Q: Q = CIA
= 0.76 + 3.79 x5.4x4.55
4.55
= 10.86 CFS
Find Flow - 10.86 CFS x 0.6463 = 7.02 MG/Day
Try 6' Wide Weir - 7.02/6 = 1.17 MG/Day/Foot
Flow Depth - 0.68 Feet
Lanes Creek
Size Sediment Trap No. 7: 24' x 12' x 2.3' Deep (See Plan Sheet 23 of 34, Contract II)
D,-nuded Area - Station 280+75 to Station 308+00 = 2,725 LF
2,725 LF x 6' = 0.38 AC
Capacity - 0.38 AC at 1,800 CF/AC = 676 CF
Use 24 x 12 x 2.3' Deep
4

Size Weir - 5' L x 18"
Drainage Area - 2,725 LF x 60 Feet = 3.75 AC
Find Q: Q = CIA
= 0.63 x 0.9 + 3.12 x 0.35 x5.4x3.75
3.75
= 8.96 CFS
Find Flow - 8.96 CFS x 0.6463 = 5.79 MG/Day
Try 5' Wide Weir - 5.79/5 = 1.16 MG/Day/Foot
Flow Depth - 0.68'
Size Sediment Trap No. 8: 20' x 10' x 2.0' Deep (See Plan Sheet 23 of 34, Contract II)
Denuded Area - Station 308+25 to Station 324+00 = 1,575 LF
1,575 LF x 6' = 0.22 AC_.
Capacity - 0.22 AC at 1,800 CF/AC = 391 CF
Use 20'x 10'x 2.0' Deep
Size Weir - 3' L x 18"
Drainage Area - 1,575 LF x 60 Feet = 2.17 AC
Find Q: Q = CIA
= 0.36 + 1.81 x5.4x2.17
2.17
= 5.17 CFS
Find Flow - 5.17 CFS x 0.6463 = 3.34 MG/Day
Tn- 3' Wide Weir - 3.34/3 = 1.11 MG/Day/Foot
Flow Depth - 0.63'
5

Size Sediment Trap No. 9: 12'x 6'x 1.0' Deep (See Plan Sheet 11 of 28, Contract I)
Denuded Area - Station 82+50 to Station 85+00 = 250 LF
250 LF x 6' = 0.03 AC
Capacity - 0.03 AC at 1,800 CF/AC = 62 CF
Use 12'x 6'x 1.0' Deep
Size Weir - 2' L x 18"
Drainage Area - 250 LF x 60 Feet = 0.35 AC
Find Q: Q = CIA
= 0.06 x 0.9 + 0.29 x 0.35 x5.4x0.35
0.35
0.84 CFS
Find Flow - 0.84 CFS x 0.6463 = 0.54 MG/Day
Try 3' Wide Weir - 0.54/2 = 0.27 MG/Day/Foot
Flow Depth - 0.27'
6
f
t
f

Size Sediment Trap No. 10: 14' x 7' x 2.0' Deep (See Plan Sheet 12 of 28, Contract I)
Denuded Area - Station 85+00 to Station 92+00 = 700 LF
700 LF x 6' = 0.10 AC
Capacity - 0.10 AC at 1,800 CF/AC = 174 CF
Use 14' x 7' x 2.0' Deep
Size Weir
Drainage Area
Find Q: Q
2'Lx18"
700 LF x 60 Feet = 0.97 AC
CIA
Find Flow -
Try 3' Wide Weir -
Flow Depth -
0.16 x 0.9 + 0.81 x 0.35 x5.4x0.97
0.97
2.31 CFS _
2.31 CFS x 0.6463 = 1.49 MG/Day
1.49/3 = 0.75 MG/Day/Foot
0.50'
7
., f 'ANA SS 03
RECEIVED F is ii Z 5
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Health
Public Water Supply Section
P.O. Box 29536 • Raleigh, North Carolina 27626-0536
Telephone [phone]
James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary
February 19, 1993
Mr. Steve D. Carpenter, County Manager
County of Anson
Courthouse, Room 30
Wadesboro, North Carolina 28170
Re: 20-inch Transmission Main
U. S. Highway 74
Anson County Water System
Anson County
I . D . #03-04-010
Dear Mr. Carpenter:
._ Plans and specifications for the referenced project prepared by Eric T. Weatherly,
P. E. have been reviewed by engineers of this Section. The plans call for the installation
of approximately 66, 300 feet of 20-inch ductile iron pipe water transmission main, valves,
hydrants and other appurtenances along U. S . Highway 74 and School Road from U.
S.Highway 52 to the county limit of Anson County/Union County. The plans also call for
the installation of 12-inch water main crossing U. S. Highway 74 to tie into the Anson
County's existing 12-inch water main which is providing potable water to the County of
Union and the Town of Marshville. These plans and specifications are approved under
Division of Environmental Health serial number 93-04898, dated February 18, 1993.
The proposed 20-inch water main will cross under Goulds Fork Creek, Pinch Gut
Creek, Little Brown's Creek, Browns Creek and Lane Creek at U. S. Highway 74. A
separate Section 404 Permit from the U. S. Army Corps of Engineers and a Section 401
Water Quality Certification from the North Carolina Division of Environmental Management
may be required. Please contact the DEM Fayetteville Regional Office at [phone] to
obtain the permits prior to commencement of construction.

An Equal Opportunity Affirmative Action Employer
Mr. Steve D. Carpenter
Page 2
February 19, 1993
Public water system rules require that a registered professional engineer verify that
construction has been completed in accordance with these approved plans and specifica-
tions. In order to complete the approval of this project, please furnish us a copy of the
engineer's verification affixed with his/her professional engineering seal immediately upon
completion of construction.
One copy of the "Application for Approval..." is enclosed together with one copy of
the plans and specifications bearing the Division of Environmental Health stamp of
approval. One (1) copy of each is being forwarded to our Fayetteville Health Office. The
third copy is being retained in our permanent files.
If we can be of further service, please call on us at [phone].
Sincerely,
. E. Venrick, .E., Chief
Public Water Supply Section
WEV/HSO/ar
Enclosures
cc: Debra Benoy, Regional Engineer
Anson County Health Department
obs";Upchurch and Associates'; P.A:a
DEM Fayetteville Regional Office
County of Union
Town of Marshville
`. ?1=YLvK i T S
JAMES G. MARTIN
GOVERNOR
THOMAS J. HARRELSON
SECRETARY
Division 1.0
District 3
*Ir. Si.(-.ve 1). Carpenter
County Manager
907 Washington Street
Wndesbor•o, North Carol.i.na 281.70 _
7 2
MAY 1 01993
l? DIVISION OF HIGHWAYS

WILLIAM G. MARLEY, JR., P.E.
STATE HIGHWAY ADMINISTRATOR
Snbject,: Fncroachment Contract - Approximately 30,500 feet of
20 inch (Inctile iron water main along US 74 and
School. Road (SR 1426) with additional bores under US 52,
SR. 1259, SR. 1207, SR 1248 and SR 1249 in Anson County
Fncroachment. Number: 93-008-A Contract 1
i)ear N1r. Carpenter:
Fnclosod. is an execitt.ed. copy of the subject encroachment contract.
This encroachment is approved subject to the attached special
pt: rev is i cans.
If you have any gt.testions about these special, provisions, please
contact. Mr. Lacy Love, District Engineer, or a representative from his
office at, [phone] in Monroe.
Sincerely,
J. D. Goins, F.E.
Division Engineer
,I C>C/G!+ili/ fhp
1 t' t acs}imF?r? t.
'I u, A. D. Atlison
?lr. 1:. D. Love,
N11'. W. 11. King
File
An Equal Opportunity/Affirmative Action Employer
STArF o
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
716 West. Main Street
Monroe, North Carolina 28001
March 3, 1.993

SPECIAL PROVISIONS
YOU MUST NOTIFY MR. LACY LOVE, DISTRICT ENGINEER, OR HIS ASSISTANT,
MR. SCOTT COTE, AT [phone], AT LEAST 24 HOURS PRIOR TO
CONSTRUCTION. MR. LOVE IS TO BE NOTIFIED IN WRITING UPON COMPLETION
SO AN INSPECTION CAN BE MADE.
PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC. IN ACCORDANCE WITH THE
MANIAL_ON UNIFORM TRAFFIC CONTROL DEVICES SHALL BE INSTALLED TO INSURE
PUBLIC SAFETY.
ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES MANUAL.
STRICT COMPLIANCE WITH THE POLICIES AND PROCEDURES FOR ACCOMMODATING
UTILITIES ON HIGHWAY RIGHTS OF WAY MANUAI, SHALL BE REQUIRED.
PROPER TEMPORARY AND PERMANENT MEASURES SHALL BE USED TO CONTROL
EROSION AND SEDIMENTATION IN ACCORDANCE WITH ALL LOCAL, STATE, AND
FEDERAL AGENCIES. -
ANY DRAINAGE STRUCTURES DISTURBED OR DAMAGED SHALL BE RESTORED TO
ORIGINAL CONDITION AS DIRECTED BY THE DISTRICT ENGINEER.
THE AREA DISTURBED AT EACH SITE SHALL BE LEFT IN A NEAT AND
SATISFACTORY CONDITION.
ALL DISTURBED AREAS ON STATE RIGHT OF WAY SHALI, BE SEEDED AND MULCHED
IN ACCORDANCE WITH NCDOT SPECIFICATIONS.
ALL ROADWAY SIGNS WHICH ARE REMOVED DUE TO FACILITY INSTALLATION WILL
BE REINSTALLED IMMEDIATELY.
DIRT SHALL AT NO TIME BE PLACED ON PAVEMENT.
NO TRENCHES ARE TO BE LEFT OPEN OVERNIGHT.
THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DOES NOT GUARANTEE THE
RIGHT OF WAY OF THE ROAD, NOR WILL IT BE RESPONSIBLE FOR ANY CLAIMS
FOR DAMAGES BROUGHT BY ANY PROPERTY OWNER.
ALL EQUIPMENT AND MATERIALS SHALL BE REMOVED FROM RIGHT OF WAY WHEN
NOT IN USE.
A COPY OF THIS PROPERLY EXECUTED ENCROACHMENT AGREEMENT SHALL BE KEPT
ON THE JOB SITE AT ALL TIMES.
ENCASEMENTS SHALL EXTENT) FROM DITCHLINE TO DITCHLINE IN CUT SECTIONS,
5' BEYOND THE TOE OF SLOPES IN FILL SECTIONS, AND 3' BEHIND CURB IN
CURB SECTIONS.
ALL MANHOLES IN STATE RIGHT OF WAY ARE TO MEET THE APPROVED
RFIQUI.R.F.MENTS OF THE NCDOT DESIGN SERVICES UNIT, WITH LOAD BEARING
FRAMES AND COVERS.
MANHOLES WILL, SE ADJUSTED 'IO CORRECT ELEVATION MAKING THEM LEVEL WITH
EXISTING GROUND.
ALL, WATER HYDRANTS SHALL, BE BREAKAWAY TYPE AND ARE TO BE PLACED A
MINIMUM OF 6'-0" BEHIND CURB AND GLITTER OR 4'-0" BEHIND DITCH LINE IN
CUT SE('TION AND I'-0" BACK OF BEGINNING OF SLOPE IN FILL SECTIONS.
WHERE THERE IS NO DITCH, THE HYDRANT WILL BE PLACED AS FAR AS POSSIBLE
FROM THE PAVEMENT EDGE WITHIN RIGHT OF WAY OUTER LIMITS.
WATER VALVES ARE TO BE PLACED ACCORDING TO EXISTING ROAD ELEVATION
FIELD ADJUSTMENT. DO NOT PLACE VALVES IN DITCH 'LINE.
OPEN C1ITTING OF PAVEMENT IS NOT PERMITTED. INSTALLATIONS UNDER
PAVFTIFNT SHALL BF ACCOMPLISHED USING THE DRY BORE. METHOD. BORES ARE
TO BE AT A MINIMUM DEPTH OF 36 INCHES.
C'OMf'LETE RFSTORATION INCLUDING FERTILIZING, SEEDING AND MULCHING OF
Af.,L, AREAS DISTURBED DURING CONSTRUCTION WILL FOLLOW WITHIN A MAXIMUM
OF THIRTY (30) WORKING DAYS OF THE INITIAL, DIST(1RIlING ACTIVITY.
All BACKFILL SHALL BE COMPACTED TO 95% DENSITY IN ACCORDANCE WITH
AASf1'1'O T-99 AS MODIFIED BY THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION.
l l.- UTILITY IS BURIED AROUND THE END OF A PIPE CULVERT, IT IS TO BE
LO('A'I'F.D A MINIMUM OF 5' FROM TIIE NEAREST PART OF THE PIPE CULVERT AND
2' RF,LOW THE S'T'REAM BED.
(ri'iLi'fY Sfful BE LOCATED A MINIMUM OF 5' FROM NEAREST PART OF THE
BRIDGE AND AT A MINIMUM DEPTH OF 2' BELOW STREAM BED.
CONTRACTORS SHALL BE REQUIRED TO PROVIDE SHORING OF TRENCHES MORE THAN
FIVE FEET DEEP IN ACCORDANCE WITH NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION AND FEDERAL OCCUPATION HEALTH AND SAFETY ACT.
Al' LOCATIONS WHERE THE UTILITY CROSSES UNDER THE END JOINT OF RCP PIPE
CULVERTS, THE END JOINT SHALL BE COMPLETELY REMOVED, THE MATERIAL
UNDER. THE JOINT OF PIPE SHALL, BE COMPACTED IN 6" LIFTS AND THE END
JOINT REATTACHFD.
THE TRENCH BACKFILL MATERIAL SHALL MEET THE STATEWIDE BORROW CRITERIA.
THE TRENCH SHALL, BE BACKFILLED IN ACCORDANCE WITH SECTION 300-6 OF THE
1990 NCDOT_STANDARD SPECIFICATIONS FOR ROADS_AND_STRUCTURES, WHICH
PASICAT,LY REQUIRES THE BACKFILL MATERIAL TO BE PLACED IN LAYERS NOT TO
FXCFED SIX INCHES (6") LOOSE AND COMPACTED TO AT LEAST 95% OF THE
DENSITY OBTAINED BY COMPACTING A SAMPLE IN ACCORDANCE WITH ASSHTO T99
AS MODIFIFT) BY THE DEPARTMENT OF TRANSPORTATION.
A QUALIFIED DEPARTMENT OF TRANSPORTATION INSPECTOR SHALL BE ON THE
SITE AS NEEDED DURING CONSTRUCTION.
LANE CLOSURES WILT., NOT BE PERMITTED DURING STATE HOLIDAYS, FRIDAYS AND
WEEKENDS.
TRAFFIC CONTROL PLANS SHALL BE SUBMITTED TO THE DISTRICT ENGINEER'S
OFFICE FOR APPROVAL PRIOR TO ANY WORK ON NCDOT RIGHT OF WAY.
PERMANENT CONSTRUCTION WARNING SIGNS SHALL BE ERECTED BEFORE
BEGINNING WORK. THESE. SIGNS SHALL BE MOUNTED ON TWO (2) POSTS
AND SHALL BE ATTACHED TO THE POST WITH BOLTS AND NUTS. THEY SHALL
BE REMOVED FOLLOWING COMPLETION OF WORK. STANDARD NO. 150.04A
DETAIL 4.
FNCROACHING PARTIES ATTENTION IS DIRECTED TO THE FACT THAT THE WATER
LINE WILL BE INSTALLED IN HOMEOWNERS YARDS, AND ANY DISTURBED AREAS
SHALL BE RES'T'ORED TO ORIGINAL CONDITIONS.
GRAVEL, APRONS SHALL BE RESTORED TO ORIGINAL CONDITON.
REMOVAL OF GUARDRAIL SHALL NOT BE ALLOWED UNTIL A TRAFFIC CONTROL
PLAN HAS BEEN APPROVED.
CONTRACTOR SHALL NOTIFY THE DISTRICT OFFICE PRIOR TO THE REMOVAL OF
ANY SECTION OF GUARDRAIL FOR THE PURPOSE OF IDENTIFYING DAMAGED
SECTIONS. THE DEPARTMENT WILL PROVIDE NEW MATERIAL TO THE
CON'1'RA('1'OR FOR INSTALLATION OF THE DAMAGED SECTIONS.
EXISTING ORNAMENTAL 'T'REES AND SHRUBBERY SHALL BE PROTECTED DURING
CONSTRUCTION. CONTRACTOR SHALL PROVIDE DISTRICT OFFICE WITH PLANS
REGARDING PROTECTION, REMOVAL AND REPLANTING ORNAMENTAL TREES AND
SHRUBBERY FOR. APPROVAL.
WILDFLOWER BEDS DISTURBED DURING CONSTRUCTION IS TO BE MULCTED WITH
PINE STRAW ONLY. NO SEED IS TO BE USED IN THIS AREA.
CONTACT TRAFFIC SERVICES AT [phone] PRIOR TO CONSTRUCTION
AROUND INTERSECTION WITH STOP LIGHTS.
ENCROACHING PARTY SHALL PROVIDE A LETTER OF APPROVAL FROM THE
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES, DIVISION
OF LAND RESOURCES REGARDING EROSION CONTROL PLANS.
BORE PITS SHALL NOT BE LEFT OPEN OR UNSAFE OVERNIGHT. IF YOU NEED TO
KEEP A BORE PIT OPEN OVERNIGHT, YOU MUST CONTACT THE DISTRICT ENGINEER'S
OFFICE (704-289-1397).
ENCASEMENTS SHALL EXTEND FROM DITCH LINE TO DITCH LINE IN CUT SECTIONS,
5' BEYOND THE TOE OF SLOPES IN FILL. SECTIONS AND 3' BEHIND CURB SECTIONS.
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EXISTING n PI IAI J 2" 1-2 ASPI IAI.1- (MIN.)
12" OR EXISTING THICKNESS
AUG S ONE BASE
COMPAC-10) TO 100%
1)ENSI iY MOUIFIEU PROCTOR
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OPEN
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CARRIER FIIIDE
CUT & PATCH

F?
e "` STAlF °
QIMM W'
<tasa?
JAMES G. MARTIN
GOVERNOR
THOMAS J. HARRELSON
SECRETARY
NviGio?n 1.0
11ist.rict. 3
Mr. Stever D. Carpenter
C olinty Managf-r
9017 lInsh ington Street;
Wndc--sboro, North Car•ol.ina 281.70
WILLIAM G. MARLEY, JR., P.E.
STATE HIGHWAY ADMINISTRATOR
Snh.cI, Encroachment Contract - Approximately 36,500 feet of
20 inch ducti l.e iron wal.er wain along US 74 from
Prison Camp Road (SR 1249) to Union County Line with
bores under SR 1249, SR 1.250, SR 1251 and SR 1240 in
Anson County
FMcronchment. Number: 93-009-A Contract 2
Venr- Mr. Carpenter:
Enclosed is an executed copy of the subject encroachment contract.
Thi-- Pncroachment Is approved subject to the attached special
provisions.
If yr?n have any grlest;.ions about these special provisions, please
contact. Mr. Lacy Love, District Engineer, or a representative from his
office at (701) 289--1397 In Monroe.
Sinc.eT•(- l,y, y?
fJ ?LJ 4-?Q?O/?
J. D. Goins, P.E.
Division Fogineer
,? Df T,? 51+11;/ f h i,
Attachment.
cc: Mr. A. 1). Allison
Mr. L. D. Love
?1 r . tl' , 11. FC i n a
File
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
71.6 West Main Street
Monroe, North Carolina 28001
March 3, 1993 DIVISION OF HIGHWAYS
An Equal Opportunity/Affirmative Action Employer

SPECIAL PROVISIONS
'YOU MUST NOTIFY MR. LACY LOVE, DISTRICT ENGINEER, OR HIS ASSISTANT,
MR.. SCOTT COLE, AT [phone], AT LEAST 24 HOURS PRIOR TO
CONSTRUCTION. MR. LOVE IS TO BE NOTIFIED IN WRITING UPON COMPLETION
SO AN INSPECTION CAN BE MADE.
PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC. IN ACCORDANCE WITH THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SHALL, BE INSTALLED TO INSURE
PUBT,I(' SAFETY.
ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES MANUAL.
STRic'r COMPLIANCE WITH THE POLICIES AND PROCEDURES FOR ACCOMMODATING
UTILITIES ON HIGHWAY RIGHTS OF WAY MANUAL SHALL BE REQUIRED.
PROPER 'T'EMPORARY AND PERMANENT MEASURES SHALL BE USED TO CONTROL
EROSION AND SEDIMENTATION IN ACCORDANCE WITH ALL LOCAL, STATE, AND
FEDERAL AGENCIES.
ANY DRAINAGE STRUCTURES DISTURBED OR DAMAGED SHALL BE RESTORED TO
ORIGINAL CONDITION AS DIRECTED BY THE DISTRICT ENGINEER.
'TIIE AREA DISTURBED AT EACH SITE SHALI, BE LEFT IN A NEAT AND
,ATISFACTORY CONDITION.
1LL DISTUR.13FI) AREAS ON STATE RIGHT OF WAY SHALL BE SEEDED AND MULCHED
IN ACCORDANCE; WITH NCDOT SPECIFICATIONS.
AI,, ROADWAY SIGNS WHICH ARE REMOVED DUE TO FACILITY INSTALLATION WILL
BE REINSTALLED IMMEDIATELY.
DIRT SHALL AT NO TIME BE PLACED ON PAVEMENT.
NO TRENCHES ARE TO BE LEFT OPEN OVERNIGHT.
THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DOES NOT GUARANTEE THE
RIGHT OF WAY OF THE ROAD, NOR WILL IT BE RESPONSIBLE FOR ANY CLAIMS
FOR. DAMAGES BROUGHT BY ANY PROPERTY OWNER.
Atl EQUIPMENT AND MATERIALS SHALL BE REMOVED FROM RIGHT OF WAY WHEN
NOT IN USE.
A COPY OF THIS PROPERLY EXECUTED ENCROACHMENT AGREEMENT SHALL BE KEPT
ON THE JOB SITE AT ALL TIMES.
ENCASEMENTS SHALL EXTEND FROM DITCHLINE TO DITCHLINE IN CUT SECTIONS,
5' BEYOND THE TOE OF SLOPES IN FILL SECTIONS, AND 3' BEHIND CURB IN
CURB SECTIONS.
AI,, MANIIOI,ES IN STATE RIGHT OF WAY ARE TO MEET THE APPROVED
REoI1fRF,`1F,NTS OF THE NCDOT DESIGN SERVICES UNIT, WITH LOAD HEARING
FRAMES ANT) COVERS.
M,INIIOL,ES WILL IIE ADJUSTED TO CORRECT ELEVATION MAKING THEM LEVEL, WITH
EXISTING GROUND.
ALI, WATER HYDRANTS SHALL BE BREAKAWAY TYPE ANT) ARE TO BE PLACE t) A
MINIMUM OF 6'-0" BEHIND CURB AND GUTTER OR V-0" BEHIND DITCH LINE IN
CUT SF(.7TON AND 11-0" BACK OF BEGINNING OF SLOPE IN FILL SECTIONS.
W11E.RE THERE IS NO DITCH, THE. HYDRANT WILL BE PLACED AS FAR AS POSSIBLE
FROM THE, PAVEMENT EDGE WITHIN RIGHT OF WAY OUTER LIMITS.
WATER VALVES ARE TO BE PLACED ACCORDING TO EXISTING ROAD ELEVATION
FIELD ADJUSTMENT. DO NOT PLACE VALVES IN DITCH LINE.
OPEN CUTTING OF T'AVFMENT IS NOT PERMITTED. INSTALLATIONS UNDER
PAVEMENT SHALL, BE ACCOMPLISHED USING THE DRY BORE METHOD. BORES ARE
TO BE AT A MINIMUM DEPTH OF 36 INCHES.
UONIPI,FT'E RFSTOR.A'IJON INCLUDING FERTILIZING, SEEDING AND MULCHING OF
ALL AREAS DISTURBED DURING CONSTRUCTION WILL FOLLOW WITHIN A MAXIMUM
OF THIRTY (30) WORKING DAYS OF THE INITIAL DISTURBING ACTIVITY.
AI,, BACKFIET, SHALL BE COMPACTED TO 95% DENSITY IN ACCORDANCE WITH
AAGIITO T--99 AS MODIFIED BY THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION.
IF 11T[LITY IS BURIED AROUND THE END OF A PIPE CULVERT, IT IS TO BE
LOCATED A MINIMUM OF 5' FROM THE NEAREST PART OF THE PIPE CULVERT AND
` BELOW THE STREAM BED.
IT111,ITY SHAIJ, BE LOCATED A MINIMUM OF 5' FROM NEAREST PART OF THE
IZR.IDGF AND A'I' A MINIMUM DEPTH OF 2' BELOW STREAM BED.
AIJ. NOTES ON THE AT'IACHFD PLANS ARE TO BE ENFORCED.
PI,FASE NOTE REVISIONS SHOWN IN RFD ON ATTACHED PLANS ARE TO BE
FNFORCF0.
THE,, APPROPRIATE EMERGENCY RESPONSE AND SCHOOL SYSTEMS SHALL BE
NOTIFIED 21 HOURS IN ADVANCE OF OPEN CUTTING. THE CONTRACTOR WILL 13E
RFSPONSIBLE. FOR THIS ACTION.

CONTRACTORS SHALL BE REQUIRED TO PROVIDE SHORING OF TRENCHES MORE THAN
FIVE FEET DEEP IN ACCORDANCE WITH NORTH CAROLINA DEPARTMENT OF
'T'RANSPORTATION AND FEDERAL OCCUPATION HEALTH AND SAFETY ACT.
AT LOCATIONS WHERE THE UTILITY CROSSES UNDER THE END JOINT OF RCP PIPE
CULVERTS, THE END JOINT SHALL BE COMPLETELY REMOVED, THE MATERIAL
UNDER THE JOINT OF PIPE SHALL BE COMPACTED IN 6" LIFTS AND THE END
JOINT REATTACHED.
THE TRENCH BACKFILL MATERIAL. SHALL MEET THE STATEWIDE BORROW CRITERIA.
THE TRENCH SHALL BE BACKFILLED IN ACCORDANCE WITH SECTION 300-6 OF THE
1.990 N_C_DOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, WHICH
BASICALLY REQUIRES THE BACKFILL MATERIAL TO BE PLACED IN LAYERS NOT TO
EXCEED SIX INCHES (6") LOOSE AND COMPACTED TO AT LEAST 95% OF THE
DENSITY OBTAINED BY COMPACTING A SAMPLE IN ACCORDANCE WITH ASSHTO T99
AS MODIFIED BY THE DEPARTMENT OF TRANSPORTATION.
A QUALIFIED DEPARTMENT OF TRANSPORTATION INSPECTOR SHALL BE ON THE
SITE AS NEEDED DURING CONSTRUCTION.
LANE CLOSURES WILL NOT BE PERMITTED DURING STATE HOLIDAYS, FRIDAYS AND
WEEKENDS.
TRAFFIC CONTROL PLANS SHALL BE SUBMITTED TO THE DISTRICT ENGINEER'S
OFFICE FOR APPROVAL PRIOR TO ANY WORK ON NCDOT RIGHT OF WAY.
PERMANENT CONSTRUCTION WARNING SIGNS SHALL BE ERECTED BEFORE BEGINNING
WORK. THESE SIGNS SHALL BE MOUNTED ON TWO (2) POSTS AND SHALL BE
ATTACIIED TO THE POST WITH BOLTS AND NUTS. THEY SHALL BE REMOVED
FOLLOWING COMPLETION OF WORK. STANDARD NO. 150.04A DETAIL 4
INS'rALLATION OF WATER LINE IN VICINITY OF THE OVERHEAD BRIDGE
(SR 1240) OVER US-74 AT PEACHLAND IS NOT APPROVED AT THIS TIME.
ENCROACHING PARTY SHALL SUBMIT DETAIL PLANS FOR INSTALLATION OF
WATER LINE AROUND BRIDGE FOOTINGS AND COLUMNS FOR APPROVAL.
FNCROACRING PARTIES ATTENTION IS DIRECTED TO THE FACT THAT THE
WATER LINE WILL BE INSTALLED IN HOMEOWNERS YARDS, AND ANY
DTS"rURBFD AREAS SHALT, BE RESTORED TO ORIGINAL CONDITIONS.
GRAVEf, APRONS SHALL BE RESTORED TO ORIGINAL CONDITION.
RFMOVAL OF GUARDRAIL SHALL NOT BE ALLOWED UNTIL A TRAFFIC CONTROL
PLAN HAS BEEN APPROVED.
CONTRACTOR SHALL NOTIFY THE DISTRICT OFFICE PRIOR TO THE REMOVAL
OF ANY SECTION OF GUARDRAIL FOR THE PURPOSE OF IDENTIFYING DAMAGED
SECTIONS. THE DEPARTMENT WILL PROVIDE NEW MATERIAL TO THE
CONTRACTOR FOR INSTALLATION OF THE DAMAGED SECTIONS.
EXISTING ORNAMENTAL TREES AND SHRUBBERY SHALL BE PROTECTED DURING
CONSTRUCTION. CONTRACTOR SHALL PROVIDE DISTRICT OFFICE WITH PLANS
RFGARDTNG PROTECTION, REMOVAL, AND REPLANTING ORNAMENTAL TREES AND
SHRUBBERY FOR APPROVAL.

WIL,DFL,OWT?R BEDS DISTURBED DURING CONSTRUCTION ARE TO BE MULCHED WITH
PINE STRAW ONLY. NO SEED IS TO BE USED IN THESE AREAS.
CONTACT 'T'RAFFIC SERVICES AT [phone] PRIOR TO CONSTRUCTION
AROUND INTERSECTION WITH STOP LIGHTS.
ENCROACHING PARTY SHALL PROVIDE A LETTER OF APPROVAL FROM THE
DEPARTMEN'T' OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES, DIVISION
OF LAND RESOURCES REGARDING EROSION CONTROL PLANS.
BORE PITS SHALL NOT BE LEFT OPEN OR UNSAFE OVERNIGHT. IF YOU NEED
TO KEEP A BORE PIT OPEN OVERNIGHT, YOU MUST CONTACT THE DISTRICT
ENGINEER'S OFFICE (704-289-1397).
NOTE THE PROPOSED METER VAULT AT STATION 365± IS NOT APPROVED.
ENCASEMENTS SHALL EXTEND FROM DITCH LINE TO DITCH LINE IN CUT SECTIONS,
5' BEYOND THE TOE OF SLOPES IN FILL SECTIONS AND 3' BEHIND CURB SECTIONS.
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2Ctifity ofonttactot
Rt. 1, Box 127A
Little Mtn., SC 29075
[phone]
FAX [phone]
TRAFFIC CONTROL PLAN FOR ANSON CO.- WATER MAIN
1. All work shall contorm to N.C. Uniform Tratfic Control.
Manual latest edition.
2. Attached diagrams shall be used for project signage and lane
closure unless otherwise instructed by N.C.D.O.T.
3. All side roads shall have signs indicating utility
construciion 500' in work zones.
4. Immediate work zone shall be signed as directed by
N.C.D.O.T. and discussed in pre-construction conference
March 31, 1993.

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