WQ0020830_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
March 9, 2005
The Honorable W. Gary Gardner, Mayor
Town of Faith
10 North Main Street
Faith, North Carolina 28041
Subject: Permit No. WQ0020830 Modification
Town of Faith
Wastewater Collection Facilities To Serve
Town of Faith
Wastewater Collection System Extension
Rowan County, North Carolina
Dear Mayor Gardner:
In accordance with your application received on February 24, 2005, we are forwarding herewith
Permit No. WQ0020830, dated March 9, 2005, to the Town of Faith for the construction and operation
of the subject wastewater collection system extension. This permit shall be effective from the date of
issuance until rescinded, shall void Permit No. WQ0020830 issued January 24, 2002, and shall be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
upgrading of approximately 555 linear feet of 2-inch force main to 3-inch force main, the addition of
approximately 95 linear feet of 1.5-inch force main, the upgrading of a 45-gallon per minute (gpm)
grinder pump station (No. 2) to 87-gpm, the upgrading of a 55-gpm grinder pump station (No. 4) to 64-
gpm, the addition of 25 residential connections, and the addition of 8,400 gallons per day of wastewater
flow.
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. Also note Permit Condition 12
regarding three variances for the Division's Gravity Sewer Minimum Design Criteria.
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
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 281I5 Phone: [phone] Fax: [phone]
Internet h2o.enr.state.nc.us Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
orthCaroiina
Naturally

Mayor W. Gary Gardner
Page 2
March 9, 2005
criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
GeneralStatute §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 the Town of Faith for the construction and operation of a 87-gallon per minute grinder pump
station (No. 2) with duplex pumps, on -site audible and visual high water alarms, autodialer, and a
portable generator quick -connect receptacle; a 64-gallon per minute grinder pump station (No. 4) with
duplex pumps, on -site audible and visual high water alarms, autodialer, and portable generator quick -
connect receptacle; approximately 555 linear feet of 3-inch force main; and approximately 95 linear feet
of 1.5-inch force main to serve 25 single family residences as part of the Wastewater Collection
Facilities to serve Town of Faith project, and the discharge of 8,400 gallons per day of collected
domestic wastewater into the City of Salisbury's existing sewerage system, pursuant to the application
received February 24, 2005; and the continued construction and operation of approximately 61,478
linear feet of 8-inch gravity sewer, and approximately 8,003 linear feet of 10-inch gravity sewer; a 100-
gallon per minute pump station (No.1) with duplex pumps, on -site audible and visual high water alarms,
autodialer, and an automatically -activated stand-by generator with automatic reset; a grinder pump
station (No. 2) as upgraded above (originally 45 gpm); a 100-gallon per minute pump station (No. 3)
with duplex pumps, on -site audible and visual high water alarms, autodialer, and automatically -
activated stand-by generator with automatic reset; and a grinder pump station (No. 4) as upgraded
above (originally 55 gpm); approximately 3,365 linear feet of 4-inch force main; approximately 1,700
linear feet of 3-inch force main; and approximately 555 linear feet of 2-inch force main (upgraded to 3-
inch as stated above) to serve the Town of Faith (residential, school, church, and commercial sources)
as part of the Wastewater Collection Facilities to serve Town of Faith project, and the discharge of
156,400 gallons per day of collected domestic wastewater into the City of Salisbury's existing system,
pursuant to the application received December 17, 2001, 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.
The sewage and wastewater collected by this system shall be treated in the Salisbury -Rowan
WWTP (Town Creek Treatment Train NPDES No. NC0023884) prior to being discharged into the
receiving stream.
This permit shall become voidable unless the agreement between the Town of Faith and the
City of Salisbury for the collection and final treatment of wastewater is in full force and effect.
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.

Mayor W. Gary Gardner
Page 3
March 9, 2005
If you need additional information concerning this matter, please contact Sonja Basinger at
[phone].
Sincerely,
%; ,
for Alan W. Klimek, P.E.
cc: Rowan County Health Department
Mooresville Regional Office, Water Quality Section (WVVfF Permit No. NC0023884)
J. Tate Lanning, Jr., Withers & Ravenel, Inc.
Surface Water Protection Central Files
Marie Doklovic, 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 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.
2

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. 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.
2

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 (919) 733-
3300. Persons reporting any of the above occurrences shall the 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.
12. 1) A variance to allow a PVC SDR 35 pipe within 100 feet of a public water supply well is denied.
The Town shall either replace the line in accordance with the regulations, reroute the line
outside of 100-feet or abandon the well (with public water supply concurrence). Certification
that the situation has been corrected shall be submitted to the Mooresville Regional Office, Surface
Water Protection Section prior to allowing any connections upstream of the line of concern (Lateral
B-2 on the record drawings).
2) A public easement has been obtained and the 4-inch line can only serve one home. A variance
is granted to allow the 4-inch main along a permanent easement serving one residence to remain
as installed. No other connections shall be made to this line without prior approval of the Division.
The Town is responsible for this 4-inch line segment.
3) A segment of 10-inch pipe (318 feet) was installed at .26% when the minimum requirement is
.28%. A segment of of 8-inch pipe (134 feet) was installed at .37%. This deviation falls within our
10% tolerance policy, will achieve a velocity of 2 fps at half full and surrounding segments are well
above the minimum. This flatter slope should not have much effect on the system operation. A
variance is granted to allow the line between MH 6 - 7(10") and E7 - E8 (8") to remain as installed.
Permit issued this the 9th day of March, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klime .E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0020830
3

Fast Track Engineering Certification
Permit No. WQ0020830
March 9, 2005
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
❑ Partial ❑ Final
I, , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the Wastewater Collection
Facilities to serve Town of Faith, Rowan 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 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.
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
ATTN: DEE BROWDER
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
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

`RACK APPI.lCA]]ONfor GRaVJ��SEWDRS,PUMP SCA110NS, ANDF0QCF MAINS PACE
USE THE TAB KEY T0MOVE FROM FIELD TOFIELD! Application Number.-
(to be completed by DWQ)
7. Owner -
la.
Full Legal Name (company, municipality, HOA, utility, etc.)
1b.VV.Gary Gardner, Mayor
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!
1c The legal entity who will own this system is:
0 Individual 0 Federal 13 Municipality [] State/County [:1 private Partnership [I Corporahon[] Othor(apeoUyk
IX 1d. 100North Main Street
0 Street Address
Z 1[ NC
State
1o. Faith
city
18. 28041__
Zip Code
1h. (704)27e-7500 -1i (704)279-{408 _ 1j
Telephone Facsimile E-mail
2. Project (Facility) Information:
2a. Wastewater Collection System to serve Town of Faith 2b. Rowan
� Brief Project Name (permit will refer to this name) County Where Project is Located
3. Contact Person:
LL
Z
Name and Affiliation ofSomeone Who Can Answer
uestions, About this Application
3b.�[phone] _ 3cUenninu@wdhar navaneicom��
Phone Number E-mail
---------------------- ---------'
1. Project is E]New J0 Modification (of onexisting permit) If Modification, Permit No.:VVQU020880 |
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line s|ze/|*nqth.wtc). Only Include the modified information in this permit application -gw not
duplicate project information inB(7)and B(iO'11>that has a|nnadybeen included inthe odgina|permit.
_ _.________________' ____---- -------- --------- ...... _......... _......
__________
2. Owner is Public (skip /aItem B(3)) Private (gm /o Item 2(a))
__�_______________________�__________________________________________________________
a. private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
F-1Retaining Ownership (i.astore, church, single office, *tc.)or
ULeasing units (kots.townhomes.etc, skip to Item B(q)
[I Selling units (lots, townhomes, etc. - go to Item B(2b))
El Public Utility (Instruction |N
UHmmeowoer Asnoc/Devolopmr(instruction IV)
3. City ofSalisbury
Owner o{VVas\ewa\erT��tnno�t Fmd|dy(A8mTF)TnapdngVVast��atnrFmmThis Pn�ent
'-------'---- ' - - --- '--' -' -
4a. Sa|is���RowanVyyVTP °J �F��� / 4b�NC8023884
Name of VVVVTFPannitNo.
�C^ o� ' -- -- ------��
'---'--�'���---' ---- — ----- ----'-- -'- '
��o!�a||g$ury � 1 on 5o. Unknown
Owner
8wnermfDnwnn�oam8ewer � Raooi�mg3o*orS�e PonnbNumberod[ownn�eumSev
_ _____
G. The origin � |�o mpn��
'----'-------------- ' - - --- ------ --------
G Residenbal Subdivision Car Wash
0ApartnontskCwndwniniumn LJ|nmUtu0on
[l Mobile Home Park [] Hospital
0Sohoo| 0 Church
10 Restaurant F] Nursing Home
6 Office 0: Other (specify): Stores, Service Stas,
7. Volume ofwastewater tnbepermitted inthis project: 104.800 gallons per day
if known)
180%Dome atic/Commemial
_Y6Industrial
0 Ifthe permitted flow iozero, indicate why,
|ntomoptorUne-FbwvwUucpennittedisnuboaquentpmnnitxthatoonnoo tothis line
LJFlow has already been allocated inPermit No. _
E]Rehabilitation nrreplacement wfexisting sewer with nnnew flow expected
�

RACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE. 4
9. 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 line or pump station sizing if zero flow in the space below, Values other than
that in 15A NCAC 2H ,0219(1)(1-2) 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(I)(3).
0
0
Volume of Wastewater Originally Pemiitted
25 Additional Residential connections:
20 Units @ 3 BR X 120 gal/BR
5 Units @ 2 BR X 120 gal/BR
Total Added Flow
REVISED TOTAL FLOW
7,200
1,200
156,400
8,400
164,800
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
3-inch (Additional length - was 2-inch)
11/2-inch
ENTER TOTAL LINE LENGTH IN MILI
- 11. Summary of Purnp Stations to be PermittE
2 Location ID
IX (self chosen - as shown on Design Flow
0 plans for cross-reference) (MGD)
Pump Station No, 2 - Grinder 0.024 (avg.)
Station 0.061 (peak)
- Pump Station No. 4 - Grinder 0,017 (avg.)
Station 0.052 (peak)
Length (feet)
555 LF
95 LF
'5C
Gravity or Force Main
(use the pull down menu)
Force Main
Force Main
ty Option
nt generator w1ATS; 3-
-y; 4-wet well storage)
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?
0 Yes No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested:
Min. Design Criteria for Pipe Slope (111)(D)(1)(b). Gravity Sewer Pipe does not meet minimum requirement at 2 locations.
Min. Design Criteria for Separation from Public Water Supply Well (VI)(B)(1). PVC sewer pipe is 94' from well and does
not meet the 100 minirnum separation requirement
02H .0219(i)(2)(F) Minimum size requirement for public gravity sewers. A 4-inch gravity sewer service was provided to a
single lot See attached plan.
See Attached Backup Information, Plan Sheets and Calculations
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION1
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
Yes ENo N/A
El Yes [1] No 0 N/A
Yes LNo [2] N/A
11-,, A n4

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS„AND FORCE MAINS PAGE 5
1, Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(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) Qj 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,
ID 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
(scif chosen - as shown on
map for cross-reference)
Pump Station No. 1
Pump Station No. 2
Pump Station No, 3
Purnp Station No. 4
Name of
Waterbody
Trill Church Creek
Trib. Crane Creek
Trib. Crane Creek
Trib, Crane Creek
County
Rowan
Rowan
Rowan
Rowan
River Basin
Rowan
Rowan
Rowan
Rowan
Waterbody Stream
Index
12-115.5
12-115-(2)
12-115-(2)
12-115-(2)
Subrnit the 8,5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification Is provided!
1. Applicant's Certification:
1 a.
Waterbody
Classification
c
1, W. Gary Gardner, Mnyor, attest that this application for Wastewater Collection System for the Town of Faith
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 tine not to exceed $10, 000
as well as civil penalties up to $25,000 per violation,
Signing Official Signature ifv,
Professional Engineer's Certification:
— 5 Date
1 attest that this application for Wastewater Collection System for the Town of Faith 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 Farce
Mains adopted 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 1 have reviewed this material and have judged it to he 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, orcertification 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, J. Tate Lanning, Jr.
Professional Engineer Name
2b. Withers & Ravenet, Inc.
Engineering Firm
2c, 111 MacKenan Drive
Address
2d. Cary 2e. NC 2f. 27511
City State Zip
2g. ,(WM) 469-3340 2h. [phone] 2i. [e-mail] Z
Telephone Facsimile E-mail Seal, SiTiattire & Date
1TA 02103 - Rev, .2 04104

February 17, 2005
Ms, Marie Doklovic, P.E.
Non -Discharge Permitting Unit
N. C. DENR. - Division of Water Quality
1617 Mail Service Center
Raleigh, NC 2 7699-1 6 17
Re: Town of Faith - Wastewater Collection Fac
Permit WQ0020830
Amended Letter of Flow Acceptance
Dear Ms. Doklovic:
0n. August 19, 2001, Salisbury -Rowan Utilities (SRU) approved a Sewer Service
Agreement with the Town of Faith. SRU subsequently issued a letter of flow acceptance
dated December 10, 2001 for flow in the amount of 156,400 gallons per day.
SRU understands that based upon current, "as -built" conditions, the flow is now
estimated to be 164,800 gallons per day, based upon State design criteria. Please be
advised that Salisbury -Rowan Utilities hereby agrees to accept wastewater flow from the
Town of Faith in the revised amount of 164,800 gallons per day.
If you have any questions or require additional inforrna.tion, please contact us at 704-638-
4479.
Sincere
Matt 'nlnardt
Assistant. City Manager for 1 tiI lies
Cc: Mayor W. Gary Gardner, Town of Faith
J. Tate Laming, ,Ir.�, P.E., Withers & Ravenel
MB: jcv
1 ater Street Telephone [phone]
Salisbury, NC 28144
Salisbury -Rowan Utilities Fax [phone]

Intersection with Ciy alisbur Interco to
t 9
Faith Collection s stem NW bound
Name: ROCKWELL
Date: 2/2212005
Scale: 1 inch equals 2000 feet
Existin
0" Rockwell Gravity Sewer
9t9
Faith Collection system E bounder
Pum Station No. 1
Location: 03535' 44,74° N 080' 27' 29,55' W
Caption: Town of Faith, NC
Sewer Collection System
USGS Map - Rockwell, NC
qcntan 119)9
Copyright (C) 1998, Maptech, Inc

Central Files: APS SWP
02/25/05
Permit Number WQ0020830
Program Category
Non -discharge
Permit Tracking Slip
Status Project Type
In review Major modification
Permit Type Fast Track
Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Individual
Extensions
Primary Reviewer Permit Contact Affiliation
sonja.basinger
Permitted Flow
8400
Facility
Facility Name Major!Minor Region
Wastewater Collection Facilities to serve Town Minor Mooresville
of Faith
Location Address County
Rowan
Owner
Facility Contact Affiliation
N1 Gardner
PO Box 37
Faith NC 28041
Owner Name Owner Type
Town of Faith Government - Municipal
Owner Affiliation
W Gardner
PO Box 37
Faith NC 28041 •
DateslEvents
Scheduled
Orig Issue App Received Draft initiated Issuance Public Notice Issue Effective
01/24/02 02/24/05 giiila 5--
Regulated Activities Requested/Received Events
Expiration
Child care facility Additional information requested
Domestic, other Additional information received
Restaurant Engineer/tech specialist certification received 02/24/05
School
Wastewater collection
Outfall NULL
Waterbody Name Stream Index Number
Current Class Subbasin