WQ0011095_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
June 1, 2005
Mr. Stephen Gilbert, Public Works Director
Lincoln County
115 West Main Street
Lincolnton, North Carolina 28092
Subject: Permit No. WQ0011095 Modification
Lincoln County
East Lincoln County Contract 5
Wastewater Collection System Extension
Lincoln County, North Carolina
Dear Mr. Gilbert:
In accordance with your application received on May 13, 2005, we are forwarding herewith
Permit No. WQ0011095, dated June 1, 2005, to Lincoln County for the construction and operation of
the subject wastewater collection system extension, and the continued operation of the previously
permitted system. This permit shall be effective from the date of issuance until rescinded, shall void
Permit No. WQ0011095 issued July 18, 1995, and shall be subject to the conditions and limitations as
specified therein. This cover letter shall be considered a part of this permit and is therefore incorporated
therein by reference. The modification includes the upgrade of pump station # 12 from 300 gallons per
minute to 1,329 gallons per minute, the addition of a 400 gpm pump station (Lakewood), the addition of
8-inch gravity sewer, and the addition of 8, 10 and 12-inch force main sewer lines.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee. In accordance with Permit
Condition 15 and the project summary provided by Lincoln County, the County shall be responsible for
the overall operation of the system. By providing properly trained plumbing contractors and the
appropriate grinder pumps for the system, the County shall ensure, to the best of its ability, proper set-
up, operation and maintenance.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable, unless specifically mentioned herein. Division approval is based on acceptance of the
certification provided by a North Carolina -licensed Professional Engineer in the application. It shall be
the Permittee's responsibility to ensure that the as -constructed project meets the appropriate design
criteria and rules. Failure to comply may result in penalties in accordance with North Carolina General
No ' Carolina
7tiitaii!j
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet: h2o,enr.state.nc.us Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50% Recycledl10% Post Consumer Paper

Mr. Stephen Gilbert
Page 2
June 1, 2005
Statute §143-215.6A through §143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina
as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to
Lincoln County for the construction and operation of approximately 1,200 linear feet of 8-inch gravity
sewer; a 400 gallon per minute pump station (Lakewood) with duplex pumps, on -site audible and visual
high water alarms, and an on -site generator with automatic transfer switch; a 1,329 gallon per minute
pump station (# 12, upgraded from original permitted volume of 300 gpm) with duplex pumps, on -site
audible and visual high water alarms, and an on -site generator with automatic transfer switch;
approximately 6,100 linear feet of 8-inch force main; approximately 7,370 linear feet of 10-inch force
main; and approximately 8,900 linear feet of 12-inch force main as part of the East Lincoln County
Contract 5 project, with no additional discharge of collected domestic wastewater into the East Lincoln
County Water & Sewer District's existing sewerage system, pursuant to the application received May
13, 2005, and in conformity with 15A NCAC 2H .0200; the Division's Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other
supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit;
and the continued operation of approximately 7,965 linear feet of 8-inch gravity sewer; a
pressure sewer collection system consisting of a maximum of 854 grinder pump stations, each with 40
gallon per minute (maximum) simplex pumps and high water alarms; approximately 1,187 linear feet of
2-inch pressure sewer; approximately 13,103 linear feet of 2.5-inch pressure sewer; approximately
4,032 linear feet of 3-inch pressure sewer; and approximately 3,111 linear feet of 4-inch pressure
sewer; a 210 gallon per minute pump station with duplex pumps, telemetry, portable generator
receptacle, high water alarms; approximately 11,475 linear feet of 6-inch force main; a 300 gallon per
minute pump station with duplex pumps, telemetry, portable generator receptacle, high water alarms;
and approximately 3,960 linear feet of 6-inch force main; the entire system shall serve approximately
657 connections in Contract 5 (10-year estimated build -out) for the East Lincoln County Water & Sewer
District, and the discharge of 133,066 gallons per day of collected municipal wastewater into the County
of Lincoln's existing sewerage system, pursuant to the application received May 25, 1995, and in
conformity with the project plans, specifications, and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources (formerly the Department of
Environment, Health and Natural Resources) and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the East Lincoln
County Water & Sewer District Forney Creek WWTP (NPDES No. NC0074012) prior to being
discharged into the receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.

PephenGilbert
Page 3
June 1, 2005
If you need additional information concerning this matter, please contact Sonja Basinger at
[phone].
Sincerely,
for Alan W. Klimek, P.
cc: Lincoln County Health Department
Mooresville Regional Office, Surface Water Protection (WWTF Permit No. NC0074012)
Cooper Burton, W.K. Dickson & Company, Inc.
Surface Water Protection Central Files
PERCS Unit

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a ?telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.
I

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 2H .0220, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10_ The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. The Permittee shall provide for the pump station(s)and force main(s) the following items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved per hour in the
pump station,
b. At least 24 hours of storage capacity above the high water alarm activation level for any simplex
pump station serving a single building,
c. An air relief valve located at all high points along the force main,
d. A screened vent for the wet well,
e. Fillets located in the wet well at the intersection of the flooring and sidewalls,
f. Three feet of cover (minimum) over the force main or the use of ferrous material where three
feet cannot be maintained,
2

g. Sufficient devices which will protect the pump station from vandals, and
h. Flood protection if the pump station is located below the 100-year flood elevation.
12. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part II of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
13. The permittee shall maintain on hand for immediate installation a supply of spare, fully operational
pump units of each type used in the pressure sewer system. The number of pumps on hand shall
not be less than 10 percent of the number of installed units.
14. Each pump station shall be clearly and conspicuously posted with the telephone number of the
owner/operator of the pressure sewer system and instructions to call the number in the event of
high water alarm activation.
15. Lincoln County shall provide proper training and certification for a number of qualified plumbing
contractors (as determined appropriate by the County). Only these certified individuals shall be
allowed to install pumps or perform maintenance on the system. Detailed maintenance logs shall
be maintained.
16. At no time shall the volume of wastewater generated by this extension be allowed to exceed the
volume allocated by this permit. As additional allocations become necessary, a formal modification
request shall be submitted to the Division. This request will be considered on its merits at that time
and may or may not be approved.
3

Permit issued this the 1st day of June, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E,, tirector
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0011095

0
z
'RACK APPLICATION for GRAVITY SEWERS, Pt,T P STATIONS, AND FORCE MAINS
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner
1 a. East Lincoln County Water and Sewer District
Full Legal Name (company, municipality, HOA, utility, etc.)
1b, Stephen A. Gilbert, PE, PLS
Signing Official Name and Title (Please review ISA NCAC 2H .0206(b) for authorized signing o
The legal entity who will own this system is:
Individual ❑ Federal Municipality 0 State/County ❑ Private Partnership 0 Corporation ❑ Other (specify):
Application Number: ��f
(to be completed by DWQ) V i .t7© I
PAGE 3
ld. 115 West Main Street
Street Address
North Carolina
State
1 h. 704-736-8495
Telephone Facsimile
2, Project (Facility) Information:
,45r uA'e't.tV Or. Co,umAc:7
2a. yLincoln County Sanitary Sewer Improvemen
Brief Project Name (permit will refer to
Contact Person:
704-736-8499
3a. Cooper Burton, PE — W.K, Dickson 8i Co., Inc.
Name and Affiliation of Someone Who Can Answer Questions About this Application
704-334-5348 , 3c. cburton©wkdickson.CQ
Phone Number E-mail
1 e. Lincolnton
City
1 g. 28092
Zip Code
E-m
2b. Lincoln
County Where Project is Located
Modification (of an existing pemii
odification, Permit No.: WQ0011095
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a. If private, applicant will be: 2b. if sold, facilities owned by a
ust choose one
Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (Instruction III)
Leasing units (lots, townhomes, etc. - skip to Item 8(3))
❑ Selling units (t©ts,townhames,etc.- go to Item B(26))_
East Lincoln Count+ Water and Sewer District
❑ Homeowner Assoc./Developer (instruction IV)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Middle Forney Creek WWTP
Name of WWTF
East Lincoln County Water and
Sewer District
Owner of Downstream Sewer
The origin of this wastewater is
4b. NC 0074012
WWTF Permit No.
`5b. 18" Gravity Sewer 5c. WQCSO0149
Receiving Sewer Size ' Permit Number of Downstream Sewer (if known
check all that apply):
Residential Subdivision ❑ Car Wash
Apartments/Condominiums ❑ Institution
Mobile Home Park ❑ Hospital
❑ School ❑ Church
© Restaurant ❑ Nursing Home
❑ Office ❑ Other (specify):
Volume of wastewater to be permitted in th s project: Q. gallons per day
100 % Domestic/Commercial
% Industrial
% Other (specify):
If the permitted flow is zero, indicate why:
Interceptor Line Flow will be permitted is subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
Rehabilitation or replacement of existing sewer with no new flow expected - Station upgrade to handle future project
under Developer permit.

z
Cif APPLICA JON for GRA"VTI°' SE'4iERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for Tine or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(IX1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(1)(3).
The pump stations have been designed to accommodate future development. The estimated future flows have been
determined in accordance with 15A NCAC 2H ,0210(1)
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8"'
8,,.
10"
12"
Length (feet) Gravity or Force Main
(use the pull down menu)
1200 Gravity
6100 Force Main
7370 Force Main
8900 Force Main
ENTER TOTAL LINE LENGTH IN MILES 4.46
Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on Design Flo
plans for cross-reference) (MGD)
Lakewood Pu
Operational Point
GPM @ TDH
.23 400@110
*m mmm� ?vo
Pump Station #12 (PS#12) .766 1,329 tt'� 104.6
p Station
Power Reliability Option
(1- dual line feed; 2- permanent generator wfATS; 3-
portable generator wltelemetry; 4-wet well storage)
2 - Permanent Generator
2-Permanent Gene
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
de Yes EJ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested:
UBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPi-1CATION;
Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? 0 Yes 0 No N/A
Sedimentation and Erosion Control Plan? Yes 0 No 0 N/A
Stormwater? 0 Yes 0 No N/A

CIS APPLICATION fear GRAVITY SEWERS, PUMP STATIONS, ANI) FORCE MAINS PAGE 5
I. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
►+ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
self chosen • as shown on Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
Submit the 8,°I" x 11" COLOR topographic map as required in Instruction VI
ss of whether a classification is provided!
Applicant's Certification:
1, Stephen A. Gilbert PE, PLS, attest that this application for Lincoln County Sanitary Sewer Improvements has been
reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete, Note: in accordance with North Carolina General
Statutes 143-215.6A and 143-215, 613, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty ofa Class 2 misdemeanor which may include a fine not to exceed $10,000
as well as civil penalties up to $25, 000 per violation,
Signing Official Signature
Professional Engineer's Certification:
Date
I attest that this application for Lincoln County Pump Station Improvements has been reviewed by me and is accurate,
complete and consistent with the information in the engineering plans, calculations, and all other supporting documentation
to the best of my knowledge. 1 further attest that to the best of my knowledge the proposed design has been prepared in
accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adapted June
1, 2000 and the watershed classification in accordance with Division guidance. Although certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal
signifies that I have reviewed this material and have judged it to be consistent with the proposed design. Note: in
accordance with NC General Statutes 143-215.6A and 143-215,68, any person who knowingly makes any false statement,;
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation,
2a. Cooper Burton
Professional Engineer Name
2b. W.K. Dickson & Co., Inc.
Engineering Firm
2c. 616 Colonnade Drive
Address
. ...
2d. Charlotte
City
2e. NC 2f. 28205
State Zip
2g. 704-334-5348 2h. 704-3;1 0078 2i. cburtonwkdickson.com
Telephone Facsimile E-mail
Seal, Sign
ure l Date

Central Files: APS_ SWP ►/
05/27/05
Permit Number W00011095
Permit Tracking Slip
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sonja.basinger
Permitted Flow
0
Facility
Status Project Type
In review Major modification
Version
Permit Classification
Individual
Permit Contact Affiliation
Richard French
Citizens Center 115 W Main
Lincolnton NC 28092
Facility Name
East Lincoln County Contract 5
Location Address
Owner
Major/Minor
Minor
Region
Mooresville
County
Lincoln
Facility Contact Affiliation
Owner Name
Lincoln County
Dates/Events
Owner Type
Government - County
Owner Affiliation
Stephen Gilbert
115WMain St
Lincolnton
NC 28092
Orin Issue
07/18/95
App Received
05/13/05
Regulated Activities
Draft Initiated
Scheduled
Issuance Public Notice Issue Effective
Apartment complex
Subdivision
Wastewater collection
Wastewater treatment and disposal
Outfall NULL
Requested/Received Events
Expiration
Additional information requested
Additional information received
Waterbody Name Stream Index Number
Current Class Subbasin

NC
-Jr
•
[1'000 3g138011°- :1:0 31,00115Di:0 790
• •-

A

'''11-01Ttcr,
community infrastructure consultants
NAY 1 3 2005
May 11, 2005
Ms, Sonja Basinger
NCDENR WQ Division
Mooresville Regional Office
Non -Discharge Permitting Unit
610 East Center Ave.
Suite 301
Mooresville, North Carolina 28115
Re: Sanitary Sewer System Improvements for Lincoln County
Lincoln County, North Carolina
WKD #40423.00.CL - I
Ms. Basinger,
On the behalf of the East Lincoln County Water and Sewer District, we are submitting two Fast -
Track Applications for the referenced project. The first application covers: a modification of Pump
station # 12, construction of the Lakewood Pump station (new station), and the associated gravity
sewer and force main. The second permit covers only a modification of Pump Station #3. It
should be noted that the pump station that is down stream of pump station # 3 (Pump Station # 4
permit #WQ0010918) currently has capacity to serve the upgrade but we are adding an additional
8 foot diameter emergency storage wetwell to handle any unexpected peak flows to Pump Station
4,
Enclosed you will find two executed application forms (one original and one copy of each), two
checks for $400.00 each, and two color location maps of the project Please contact our office if
there are any questions.
Sincerely,
W. K. Dickson & Co., Inc.
7
Cooper Burton, PE
Enclosure
cc: Mr. Stephen A. Gilbert, PE, PLS — Lincoln County
1„/Linc/4042.3idocsiNCDENR (as t-t rac k letter051105