WQ0033964_Regional Office Historical File Pre 2018

NCDENR
North Carolina Department of Environment anc Natural Resources
Beverry Eaves Perdue
Governor
Mr, Zach Trogdon, Town Manager
Town of Boiling Springs
P O. Box 1014
Boiling Springs, NC 28017
Dear Mr Trogdon,
Division of Water Quality
Coleen H. Sullins Dee Freeman
Director Secretary
April 15, 2009
Subject: Permit No, WQ0033964
Lyman St Lift Station Replacement
Wastewater Collection System
Cleveland County, North Carolina
In accordance with your application received on March 28, 2009, we are forwarding herewith
Permit No. VV00033964 dated April 15, 2009, for the construction and operation of the subject
wastewater collection system extension. This permit shall be effective from the date of issuance until
rescinded, and shall be subject to the conditions and limitations as specified therein.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.
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 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 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 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.
Mooresvilre Regional Ofitce
Locator: 610, East Center Ave Suite 301 Mooresviie, NC 28115
Phone: [phone] F. [phone] ), Cuslorrer Service, 1-S77-623-674S
Internet: wyvw.ncwaterquaIity,orq
An Equal OpportWvly Afitrmaive Aclion Employer - 50% Recyded/10% Pom .Consumer paper
NcIth Carollna
Aaturiri/b,

Trogdon
Page 2
Apr fi 15, 2009
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 for the construction and operation of approximately 75 linear feet of 6-inch force main, a 400
gallon per minute pump stations (with duplex pumps, on -site audible and visual high water alarm, and
a permanent on -site generator with automatic transfer switch), and the discharge of 0 gallons per day
of collected domestic wastewater into the existing sewerage system in conformity with 15A NCAC 2T,
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.
The sewage and wastewater collected by this system shall be treated in the Town of Boiling
Springs Wastewater Treatment Facility VVWTP (NPDES No.NC0071943) prior to being discharged into
the receiving stream.
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of the Town of Boiling Springs. The Town of Boiling
Springs must utilize whatever tracking tools necessary for planning additions of sewer flow in
order to maintain compliance with the WWTP permitted limits and the WQCSOO222 permit
requirements.
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.
If you need additional information concerning this matter, please contact Ms. Dee Browder at
[phone].
Sincerely,
/1"
.,/br Coleen fi. Su11ris, Direct„
cc: Mooresville Regional Office, Collection System Permit Files
--DarcyliAia„ „Salisbery-Engirreering & Planning
Surface Water Protection Central Files
PERCS

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 2T; 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 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
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.

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.
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 2T ,0116, 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 2T; 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 28 .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 28 0200 and 15A NCAC 2H .0500
11. 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 marl 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 (800) - 3 8 or
[phone], Persons reporting any of the above occurrences shall file a spill report by
completing Part 1 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 I1 of Form - (or the most
current Division approved form) can also be completed to show that the SSO was beyond'
control.
Permit issued this the 15th day of April 2009i
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COM COMMISSION
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental
Pnit Numbr WQ0033964
tanagement Com
is

Fast Track E��i���yim����r�����C»n
Permit No. VVQ00339G4
April 15.2OO8
OwnorANNTPRNQCS
ZochTrngdon.Town Manager
Town of Boiling Spring
PO Box 1014
Boiling Springs, NC 28017
PE
David Odom
Odom QAssocioVss Engineering, Inc,
1523East Main Street
Forest City, NC 28043
Complete and submit this form tnthe permit issuing regional office with the hol|owing�
* One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
� Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted aspart nfthis project
� Changes to the project should be clearly identified on the record drawings or in written summary form, Permit
modifications are required for any changes resultinq in non-compliance with this permit, reclulations or
minimum design criteria.
This project shail not be considered complete nor allowed to Operate Until this Engineer's, Certification and ail
required support�ngdocumentation have been received bythe Division, Therefore, itishighly recommended
that this certification be sent in u manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
Partial El Final
i . ayaduly registered Professional Engineer in the State ufNorth Candina, having been
authorized to observe (E:1 periodically, E] weekly, El full time) the construction of Lyman St Lift Station Replacement,
oCleveland County project for the Permittee, hereby state that, to the best of my abilities, due care and diligence was
used inthe observation ofthe construction such that the construction was observed hmbabuilt within substantial
compliance of this permit 15A NCAC 2T� the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12. 1886 as app|icmb|e� the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1. 2000 as app|icabte� and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date�
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TQTHE FOLLOWING ADDRESS
h8OORESVHLLEREGIONAL OFFICE
SURFACE WATER PROTECTION
G10EAST CENTER AVENUE, SUITE 3O1
&8OORESV|LLENC 28115
The Permitteeisresponsible for tracking all partial certifications up until final certification is received, Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall beconsidered aviolation o(the permit and shall subject thePermiMee to appropriate
enforcement actions,

z
1-
USE THE TAB KEY TO MOVE FROM FIELD TO FIELDI
1. Owner/Permittee:
l a. Town of Boiling Springs
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. Zach Trogdon — Town Manager
1d.
Application Number•.
(to be completed by DWQ)
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
PO Box 1014
Mailing Address
NC
State
1 h. 704-434-9419
Telephone Facsimile
2. Proiect (Facility) information:
2a, Town of Boiling Springs Economic Stimulus Sewer 2b. Cleveland
le. Boiling Springs
City
1 g. 28017
Zip Code
1j. [e-mail]
E-mail
Improvements for Lyman St Lift Station Replacement County Where Project is Located
3, Contact Person;
3a. David Odom — Consulting Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 828-247-44
Phone Number
c. davidodom a@odomen,gineering.com
E-mail
1. Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
2. Owner is ❑ Public (skip to Item B(3))
2a. If private, applicant will be:
❑ Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose one
Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
Town of Boiling Springs
Public Utility (Instruction C)
Homeowner Assoc./Developer (Instruction D)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Boiling Springs WWTP
Name of WWTF
5a. Town of Boiling Springs 5b. i❑ Gravity
Owner of Downstream Sewer Receiving Sewer Size ;❑ Force Main
6. The origin of this wastewater is (check all that apply):
® Residential Subdivision
El Apartments/Condominiums
El Mobile Home Park
❑ School
0 Restaurant
❑ Office
4b. NC0071943
WWTF Permit No.
Permit # of Downstream Sewer (Instruction E)
0 Retail (Stores, shopping centers)
❑ Institution
El Hospital
❑ Church
Nursing Home
El Other (specify):
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project: 0 gallons per day
*Do not include future flows or previously permitted allocations
8 lithe permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in 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 (see 15A NCAC 02T .0303 to determine if a
permit is required)
PTA 12/07

it
w
03
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for'
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
10. Summary of Sewer Lines to be Permitted (attach additional sheets tf necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
Summary of Pump Stations w! associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID
Design Flow
(MGD)
Sir
Operational Point
GPM @TDH
yc c,
(self chosen - as shown on plans/map for reference)
Power Reliability Option
1 - permanent generator w!ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
1
h
p Station Location ID (self chosen - as shown on plans/map for
Design Flow Power Reliability Option
(MGD) Operational Point 1 - permanent generator w/ATS; Force Main Size Force
GPM @TDH 2 - portable generator w/MTS
Pump Station Location ID
Design Flow
(MGD)
Operational Point 1
GPM @TDH
self chosen -
Power Reliability Option
- permanent generator w/ATS;
2 - portable generator w/MTS
as shown on planslmap for reference
Force Main Size Force Main Length
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. 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 Chapter 2T as
applicable?
® Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
PTA 12/07

4. Have the following been submitted for approval for the system orproject *obeserved?
Wetland/Stream Crossings ' General Permit ar4O1Certification? []Yes F�No ZN/4
Sedimentation and Erosion Control Plan? 171Yea [] No 10 W#\
Stormwater? El Yes F� No IN N/A
15, Does this project include any high priority |innm. NCAC 02T �0402 (2)] |nmdwo aerial |inee, siphons, or interference
manholes)? These lines will be considered hi.qh priority and must be checked once every six months
Check if Yes: R and provide details
1 Owner/PennitteooCertifioadmn: (Signature ofSigning Official and Project Name)
this application for the Town ufBoiling Springs Economic Stimulus Sewer Improvements for
Lyman St Lift Station Replacement 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 143-215,6B, 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.
1a
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TOOTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO15ANCACO2T.O3Q5
~- 2 Professional Engineer's Certification: (Signature wfDesign Engineer and Project Name)
1, David Odom- attest that this application for -the Town of Boiling Springs Economic, Stimulus Sewer Improvements for
Lyman St Lift Station Replacement has been reviewed by me and is accurate, complete and consistent with the infbrmationi
in the engineering plans, calculations, and all other supporting documentation to the best of my knowledge. I 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 adopted June 1, 2000 and the watershed classification in
accordance with Division guidance, Although other professionals may have developed certain portions of this submittal
package, 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-
215.6B, 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. David W. Odom
Professional Engineer Name
2bOdom & Associates Engineering, In
Engineering Firm
' —2c. 152 East Main Street
Mailing Address
2d. , Forest City
City State
2g. 828-247-4495 _2h, 828247-4498 25. davibIdlrr
Telephone Facsimile E-mail
Zip
odumemq1nemhn
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NC PE Seal, Sicinature & Date

0
so►ciates
neenng, Inc.
treat, Force CYty, N.C. 28043
47.4495 fax: [phone]
TOWN OF BOILING SPRINGS
ECONOMIC STIMULUS
SEWER IMPROVEMENTS
LYMAN STREET
SITE LOCATION
SCALE: N.T.S.
DATE: 03/18/09
DRAWN BY: JTP

2 Lyman Street Lift Station
FD
State of North Carolina
Depart wrof:Envimitinent and Natural Resources
Division of Water Quality
Flow Tracking/Acceptinfe Whivm,Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: TowijqfJqjiing Springs
Project Name for which flow is being requested: Town cf Roi1inrSpring Economic Stimulu
Water Improyem n 's for Lyman Street Lift Station.
more than one F7SE-10/07 may he required 'Or a single project tithe owner qf the trilVTP is not responsible fin- all
pump stations along the route ref the proposed wastewater flom
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name; Boiling S, s Waste Water Treatment Plant (WWTP)
b. WWTP Facility Permit #: .K007 943
All flows are in MGD
c. WWTP facility's permitted flow 0.60
d. Estimated obligated flow not yet tributary to the WWTP 0.0136_
c. WWTP .facility's actual avg. flow 0,238
f. Total flow for this specific .request 0
g. Total actual and obligated flows to the facility 0.2516
h. Percent of permitted flow used 41,93
II. Complete. this section for each pump station you are responsible for along the route of this
proposed wastewater flow,.
List pump stations located between the project connection point and the WWTP
Pump Station Name
kl \
Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
erti cation LI31L11
1, 7,'Z 47L... , certify iFit, tn the het nfmy knowledge, the addition of the
vo1iunefwastewatt be permitted in this project has been evaluated along the route to the receiving
wastewater treatment 'facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstreampump station en route to the receiving
treatment plant under normal circumstances, This analysis has been performed in accordance with local
established .policies and procedures using, the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
acceptance of this wastewater flow.

ProgramCategory
Fen -discharge
Central Files APS SWP
04/13/09
rmit Tracking lip
StatusProject Type
Act ve New Project
Permit Type Fast Track version
Gravity Sewer Extension, Pump Stations, Pressure Sewer 1,00
Extensions
Primary Reviewer
dee. browder
Permitted Flow
0
Facility Name
Lyman t Lift Station Paola erttent.
Lrre
n Address
°setter
Owner Name
Town of Boiling Spnngs
Permit Classification
Individual
Perm t Contact Affiliation
or/Minor
root
Region
Mooresville
County
Cleveland
Facility Cant ct Affiliation
Owner Type
Government Municipal
Owner Affiliation
Zach Trogdon, Manager Town
PO Box 1014
Bailing Springs NC 28017
Scheduled
OngIssue App Received Draft Initiated Issuance Public Notice Issue Effective Ex, it ti n
041r"09 03/ 8/09 04/13/09 4/ 3 09
Regulated ted At vit
astewater collection
N
bratty Name
degyReeetyed Even
.Additional inforrnatir r1 requested
,Additional inforrnaticn received
Strear s Index Number
Cur Class Subbaa'n

FIRST NATIONAL RANK
THIS DISBURSEMENT HAS BEEN APPROVED AS FEQURED BY THE
LOCAL GOVERNMENT BUDGET AND FISCALCONTROL ACT.
DATE.
03117, G
AMOUNT
S..,<....,,.,*..,...—"480 0
PAY
TO THE
ORDER
OF
TOWN OF BOILING SPRINGS
GENERAL FUND
BOX 1014
BOILING SPRINGS, NO 28017
Four Hundred Eighty Dollars and Na Gents
NCDENR
1.617 mail Seivice Centor
Pal.. r
[gh NC 2f6
000057574nI1:05.3 L©LE