WQ0033249_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Rcss Jr,, Secretary
North Carolina Department at nvircnrnent and Natural Resources
Colee.n W Sullins, Director
Division of Water Quality
July 21, 2008
Mr. Patrick Niland, Interim Town Man
City of Claremont
PO Box 446
3288 E. Main Street
Claremont, NC 28610
Subject: Permit No, WQ0033249
Frazier Drive Sewer
Wastewater Collection System Extension
Catawba County, North Carolina
Dear Mr, Niland,
In accordance with your application received on June 27, 2008, we are forwarding herewith
Permit No, WQ0033249, dated July 21, 2008, to the City of Claremont 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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.
Mooresville Reg ( 610 East Center Ave., Suite 301. Mooresv'll., • -7, 28115 Phone [phone] Fax: [phone]
loternet: www.ncmwaterquality,org Customer Service 1-877-623-6748
An Equal Oppo•rtunity1.4firmat6e Action Employer 50% .Recycled/10% Post Consumer Paper
rqh Carolirt
Aaturally

IFF
Mr Nidand
Page 2
July 21, 2008
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 the City of Claremont for the construction and operation of approximately 450 linear feet of
8-inch gravity sewer and the discharge of 1,680 gallons per day of collected domestic wastewater into
the City of Claremont 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 fitted 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 City of Claremont
WWTP (NPDES No. NC0081370) 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 City of Claremont. Claremont must utilize whatever
tracking tools necessary for planning additions of sewer flow in order to maintain compliance
with the WWTP permitted limits and the WQCSO022I 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 156E 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 Dee Browder at (704)
663-1699.
Sincerely,
Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit File
Clarence Lockamy, The Wooten Company
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:
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 wolume 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 §143-215.1 C.

4. This e 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 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 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. 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 U of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control,
Permit issued this the 21st day of July, 2008.
CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
f r Coleert H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033249

Fr Fast Track Engineering Certification
Permit No, WQ0033249
July 21, 2008
OwnerANQCS P
Patrick Niland, Interim Town Manager
City of Claremont
PO Box 446, 3288 E. Main Street
Claremont, NC 28610
PE
Richard Franklin
The Wooten Company
14308 Old Lenoir Road, NW
Hickory, NC 28601
Complete and submit this form to the permit issuing regional office with the following'
• 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 as part of this 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 resulting in non-compliance with this permit, regulations or
minimum design criteria,
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division, Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
E Partial
j Final
as a duly registered Professional Engineer in the State of North Carolina having been
authorized to observe (0 periodically, weekly, Lil full time) the construction of Frazier Drive Sewer, a Catawba
County project for the Permittee, hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance 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.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineers Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

z
0
USE THE TAB KEY TO MOVE FROM HELD TO FIELD!
Owner/Permittee:
la. City of Claremont, North Carolina
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. Patrick Wand, Interim Town Manager
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing official
Application Numbe
(to be completed by DW
7
n
5 lc. The legal entiwho will own this system is:
El Individual D Federal 4 Municipality 0 State/County 0 Private Partnership 0 Corporation 0 Other (specify):
CC
0
U. Mailing Address
• 1 f. North Carolina
z
0
o.
a.
et
ld. P.O. Box 446 3288 E. Main Street
State
1 h 828-459-7009
Telephone
1 e. Claremont
City
1g, 28610
Zip Code
li 828-459--0596 11 cIaremontmgrchartennternetco
Facsimile
2. Project (Facility) Information:
2a. Frazier Drive Sewer
Brief Project Namerefer to this name)
3. Contact Person:
3a. Clarence M. Lockamy,
Name and Affiliation of Someone Who Can Answer Questions About this Application
E-mail
3b. [phone]
Phone Number
2b. Catawba
County Where Project ted
3c. [e-mail]
E-mail
1, Project is New 0 Modification (of an existing permit) If Modification, Permit No.:
2. Owner is E1 Public (skip to Item 8(3)) 0 Private (go to Item 20))
2a. If private, applicant will be:
El Retaining Ownership (i.e. store, church, single office, etc.) or
0 Leasing units (lots, townhomes, etc. - skip to Item B(3))
El Selling units (lots, townhomes. etc. - go to Item B(2b))
3
z
O 4a
2 5a,
Cr
O 6n
th
City of Claremont
2b. If sold, facilities owned by a (must choose one)
fl Public Utility (Instruction C)
0 Homeowner Assoc./Developer (Instruction D)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Projct
McLin Creek WINTP
4b. NC0081370
Name of WWTF
City of Claremont 5b. 8" . Gravity 5c.
Owner of Downstream Sewer Receiving Sewer Size 0 Force Main
The origin of this wastewater is (check all that apply).
ii Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
Ej School
0 Restaurant
0 Office
WWTF Permit No.
Permt
O Retail (Stores, shopping centers)
El Institution
O Hospital
0 Church
O Nursing Home
0 Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project: 1080
*Do not include future flows or previously permitted allocations
8 If the permitted flow is zero, indicate why:
f Down t ea ion E)
100 % Domestic/Commercial
°Jo Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
°,/e, Other (specify):
gallons per day
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect o this line
0 Flow has already been allocated in Permit No. . _.
0 Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA12/07

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).
1 assumed 3 BR home + 3 potential 2 BR homes 360 GPD and 240 GPD, respectively:
(1 * 360 GPD) + (3 • 240 GPD) = 360 GPD + 720 GPD = 1,080 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8"
Length (feet)
New Gravity or Additional
Force Main
450 Gravity
CI 11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
LU
Pump Station Location ID
0
0
2
cc
0
LIL
z
ai
Design Flow
(MGD)
(self chosen - as shown on plans/map for reference)
Operational Point Power Reliability Option
GPM TDH 1 - permanent generator w/ATS;
2 - portable generator WANTS
Force Main Size Force Main Length
Pump Station Location ID
Design Flow
(MGD)
Operational Point 1
GPM OTDH
(self chosen -
Power Reliability Option
- permanent generator wIATS;
2 - portable generator w/MTS
as shown on plans/map 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?
EJ Ves I4 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 E] 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
FTA 1 2/07

/4. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? El Yes 0 No N/A
Sedimentation and Erosion Control Plan? El Yes 0 No N/A
Stormwater? 0 Yes 0 No N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)1 involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: 0 and provide details
1. Owner/Permitteels Certification: (Signature of Signing Official and Project Name)
1, Patrick Niland, attest that this application for Frazier Drive Sewer has been reviewed by me and is accurate and
complete to the best of my knowledge. 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 retumed as incomplete. Note: In accordance with North Carolina 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.
la. ri
Signing Official Signature
6, -23 011
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMII I AL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
cn TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
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d
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Clarence M. Lockamy, P.E., attest that this application for Frazier Drive Sewer 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. 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 / 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. Clarence M. Lockamy, P.E.
Professional Engineer Name
2b. The Wooten Company
Engineering Firm
2c. 1430B Old Lenoir Road, NW
Mailing Address
2d. Hickory 2e. NC 2f28601
City State Zip
2g. 828-322-5533 2h. 828-322-5242 2i. clockamy
Telephone Facsimile E-mail
to
hewootencomyany.com
NC PE Seal, Signature & Date
FTA 2/07

Proposed Extension
. ,
M
Ex. Gravity Sewer;"
11
Portion of USGS Quad Map
Showing
Proposed Frazier Street Sewer Extension
City of Claremont
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State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: C't f Claremont
Project Name for which flow is being requested: Frazier Drive Sewer
More than one FTSE-10/07 may be required lbr a single project if the owner • - :he WWTP is not responsible fin. all
pump stations along the route ofthe proposed wastewaterflow
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McLin Creek WWTP
b. WWTP Facility Permit #: NC0081370
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
0.300,
0.000
0.159
0.001,
0.160
53%
11. 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
Approx. Capacity, MGD Approx. Current Avg.
(FimilDesign) Daily Flow, MGD
111. Certification Statement:
1, Patrick Niland, certify that, to the best of my knowledge, the addition of the volume of wastewater to
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 downstream pump 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 11 for which I am the responsible party. Signature of this form indicates acceptance of this
wast wat
30-0g
Signing Officiai Signature Date

EVALUATION OF "DOWNSTREAM" WASTEWATER SYSTEM
FRAZER STREET SEWER EXTENSION
CITY OF CLAREMONT, NC
Wastewater from the proposed project will flow thru existing 8" and 12" gravity lines
before entering the 24" outfail that flows into the Main WWTP. No existing pump station is
affected by the proposed project.. lnf©rrrra.tion taker
astewater system map prepared by
G. Eugene Smithson Associates P.A. shows the existing downstream line segment with the least
capacity is an 8" line with a 0.4% slope. Assuming an "n'" value of 0.013 the capacity of this
line, when flowing full, is calculated to be approximately 494,000 gpd. The City's maintenance
staff reports there have been no spills or overflows on these existing lines.
The area currently contributing flow to the downstream sewer is primarily residential.
From the system map and available aerial photography there are approximately 1.10 equivalent,
two and three bedroom units that gravity feed into the downstream 8" lines. Estimated flow
from these units are as follows:
Assume 50/50 split cif 2 and 3 bedroom units;
55 * 240 gpd = 13,200 gpd
55 * 360 gpd = 1.9,800 gpd.
Total 33,000 gpd
There are two existing pump stationsthat contribute flow to the receiving lines. They are
as follows:

School P.S.: Pumping Capacity = 130 gpm
(187,200 gpd)
Smyre P.S.: Pumping Capacity = 150 gpm
(216,000 gpd.
280 gpm.
(403,200 gpd)
Total, existing, maximum flow into the most restrictive downstream line segment. is:
33,000 gpd 403,200 gpd = 436,200 gpd. This assumes the worst case scenario of both pump
stations pumping at the same tine. With a full flow capacity of 494,000 gpd in this line
segment, the additional flow of 1080 gpd that the proposed extension will contribute can be
handled by the downstream sewer
The 24" (McLin Outfall) line into which the downstream lines tie into was designed to
carry flow from the entire city into the Mc in WWTP. Accordingly, it has adequate capacity to
handle the existing flow entering into it as well as the design flow fromthis proposed extension.
Similarly, city staff reports no spills/overflows on this section, of line.
The McLin WWTP, which will treat the wastewater from the proposed project, has a
permitted capacity of 0.3 mgd. The plant is currently treating approximately 0.15 mgd.
Therefore, adequate treatment capacity is available for the design flow of the proposed project.

Permit Number Q003 249
Perm
Central Fries: P
Tracking Slip
8/08
Program Category
Non -discharge
Status
In review
Permit Type Fast Track Version
Gravity Sewer Extension, Pump Stations, Pressure Seaver A
Extensions
Primary ieviewer
dee.browder
Permitted How
1080
Facility
Facility hams
Frazier Drive Sewer
Cation Addres
Owner Name
City of ClareClaremont
Carr Issue
)7/21108
App Received Dre
0 /27 "08
Regulated Activities
SubOnasrun
We
eac
Outfall NULL
Waterbody Name
Project Type
New Project
Permit Ciassifid Lion
individual
Permit Conact Affiliation
MajoniVlinor
Minor
Region
Mooresville
County
Catawba
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Dons
PO Box 446
Claremont
Scheduled
Issuance Fuel ic Notice Issue
07/2
08
Bu
ed gve
Additions! infor rrat receawed
Addrtiona9 ntornati+an requested
Stree Index Nur
NC 28610
Effect
07/21 //08
Expiration
Clore rrt Class ubbasln

©3303a
CHECK DATE AMOUNT
33430 06/18/08 $480.00
RA'' EXACTLY
`"* FOUR HUNDRED EIGHTY DOLLARS 0 /100 `"'"
PAY NC DENR
TO THE 1634 MAIL SERVICE CENTER.
ORDER RALEIGH NC 27699-1634
OF:
11'.94
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