WQ0032609_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
January 30, 2008
Mr. Raymond 1. Allen, City Manager
City of Albemarle
157 North Second Street
Albemarle, NC 28001
Subject: Permit No. WQ0032609
Sanitary Sewer to Tax Parcel
654901477680
Wastewater Collection System Extension
Stanly County, North Carolina
Dear Mr. Allen,
in accordance with your complete application received on January 30, 2008, we are forwarding
herewith Permit No. WQ0032609, dated January 30, 2008, to the City of Albemarle 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the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet: www.ncmwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer —50% Recycledll0% Post Consumer Paper
On
e
hCaroli 1Vna
,Naturally

Mr. Allen
Page 2
January 30, 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 for the construction and operation of approximately 93 linear feet of 8-inch gravity sewer and
the discharge of 5,000 gallons per day of collected domestic wastewater into the City of Albemarle
existing sewerage system pursuant to the application received January 30, 2008, and 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 City of
Albemarle WWTP (NPDES No. NC0024244) 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.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
for Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit File
Stephen Chambers, Chambers Engineering , PA
Surface Water Protection Central Files
PERCS

f
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 §143-215.1 C.
1

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 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 27; 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
[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 11 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 30th day of January, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032609
3

Fast Track Engineering
Permit No. WQ0032609
January 30, 2008
OwnerNWQCS)W WTP
Raymond Allen, City Manager
City of Albemarle
157 North Second Street
Albemarle, NC 28001
Certification
PE
Stephen Chambers
Chambers Engineering, PA
PO Box 1726
Albemarle, NC 28002
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 ail
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.
ENGINEERS CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, ❑ weekly, ['full time) the construction of Sanitary Sewer to Serve Tax Parcel
654901477680, a Stanley 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
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

FAST -TRACK APPLICATION for GRAVIT
S, PUMP STATIONS, AND FORCE MAINS
PAGE I
0
• 1 c. The legal entity who will own this system is:
O Individual ❑ Federal I Municipality ❑ State/County 0 Private Partnership ❑ Corporation ❑ Other (specify):
USE THE TAB KEY TO MOVE FRO
Owner:
1 a. City of Albemarle
Full Legal Name (company, municipality, HOA, utility, etc,)
FIELD TO FIELD!
lb. Raymond I. Allen, City Manager
2
ce ld. 157North Second St.
U.
lf. NC
State
0
Application Number:
(to be completed by DWQ)
Signing. Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials?)
z
0
F-
4a. Albemarle WWTP
O 5a. Ciity of Albemarle
Name of VVVVTF
Owner of Downstream Sewer
Street Address
lh. 704-984-9400 1i. 704-984-9406
Telephone Facsimiles
2. Project (Facility) Information:
2a. Sanitary Sewer to Tax Parcel 654901477680
Grief Project Name (permit will refer to this name;
3. Contact Person_
3a. Stephen G. Chambers
1 e. Albemarle
City
lg. 28001
Zip Code
1j
E-mail
2b. Stanly
County Where Project is Loca
Name and Affiliation of Someone Who Can Answer Questions About this Application
704-984-6427
Phone Number
1. Project is New 0 Modification
2. Owner is
of an existing permit)
Public (skip to Item 8(3))
2a. If private, applicant wilt be:
3c. [e-mail]
E-mail
If Modification, Permit No.:
Private (go to Item 2(a))
2b. If sold, facilities owned by a
O Retaining Ownership (Le. store, church, single office, etc.)
© Leasing units (lots, townhomes, etc. - skip to Item 8(3))
El Selling units (lots, townhomes, etc. - go to Item B(2b))
ed
u
choose one
❑ Public Utility (Instruction III)
❑ Homeowner Assoc./Developer (Instruction IV)
3. Cijy of Albemarle
Owner of Wastewater Treatment Facility (VWVTF) Treating Wastewater From This Project
5b. 8"
Receiving Sewer Size
The origin of this wastewater is (check all that apply):
❑ Residential Subdivision
❑ Apartments/Condominiums
• Mobile Home Park
• School
EI Restaurant.
Office
4b. NC 0024244
WWTF Permit No.
Unknown
Permit Number of Downstream Sewer
0 Car Wash
❑ Institution
0 Hospital
Church
❑ Nursing Home
Other (specify): Dialysis Clinic
7, Volume of wastewater to be permitted in this project: 5000 gallons per day
100 % Domestic/Commercial
% Industrial
%© Other (specify):
if the permitted flow is zero, indicate why:
El Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
F 'A 02/03

FAST-TRAAPPLICATION for GRAVITY SEWERS, PUP' P STATIONS, AND FORCE i A. PAGE 2
z
0
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(I)(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),
Reported flow from clinic operations
10, Summary of Sewer Lines to be Permitted ( attsch additional sheets if necessary)
Size (inches) Length (feet)
8" 93
ENTER TOTAL LINE LENGTH IN MILES 0.33
Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID Design Flow
0 (as shown on plans) (MGD)
NA
NA
OperationalPoint
GPM TDH
Gravity or Force Main
(pull down menu)
Gravity
Gravity
Gravity
Gravity
Gravity
Gravity
Gravity
Power Reliability Option
(dual line feed, permanent generator,
portable generator, wet well storage)
NA
12, Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Purnp Stations and Force',
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 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 WIT YOUR APPLICATION
13, Have the following pen-nits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? Yes © No 0 N/A
Sedimentation and Erosion Control Plan? 0 Yes 0 No N/A
Stormwater? ❑ Yes D No ' N/A
FTA 02/03

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PACE 3
co
Z
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) OR indicate the following:
© A Watershed Classification is not needed because ail parts of the project are at least 100 feet away from any down
slope waterbody; AND,
0 A Watershed 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
1
Name of
Waterbody
Long Creek
County
Stanly
River Basin
Yadkin
Waterbody Stream
Index
13-17-31
Waterbody
Classification
C
Submit the 8.5" x 11" topographic map as required in Instruction VI regardless of whether a classification is provided!
i . Applicant's Certification;
i attest that this application for City of Albemarle East Main Sewer Improvements
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 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
civil penalties up to $25,000er violation.
Sinature
2. Professional Engineer's Certification:
Date
1 attest that this application for City of Albemarle East Main Sewer 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. 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 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. Stephen G. Chambers, PE
Professional Engineer Name
2b, Chamber Engineering, PA
Engineering Firm
2c. PO Box 1726
Address
2d, Albemarle
City.-_.��._....
2g. 704-984-6427 2h. 704-984-6428
Telephone Facsimile .M.__..
2e. NC 2f. 28002
State Zip
2i. schambers ctc.ent
E-mail
Date
FTA 02/03

N BY: sgc
DATE: 12107
DWG. NO,:
Ghgambgrs Erg
129 North First St.,, Arbomer
Qeoricng, PA
28001 704-984-6427
APPROVED BY: Sewer t0 Tax Parcel 65490147768Q 1 USGS Cut Sheet

YADK[N RIVER BASIN
Name of Stream Subbasin Stream I dex Number Map Number Class
Little Town Creek YAD15 13-25-35-1 G19N.W2 C
Little Uw'harr9,e River (Wheat ore Fond) YADO9 1.3-2-1 D15523 WS-III
Little Warrior Creek YADO1 12-29-2-(1) C135E5 •C
Little Warrior Creek YADO1 12-29-2-(2) C,13SE8 WS-IV
Little Water Branch YAD14 13-17-36-18-1 G17SE2 C
Little Yadkin River YADO2 12-77 13175W6 WS-TV
Lockhart Branch YAD14 13-17-37-1 G17SE6 C
Logan Creek YADO2 12-83-2-(0.3) C16NE2 C
Logan Creek YADO2 12-83-2-(0.7) C16NE9 WS-IV
Loney Creek YADO2 1.2-83--2-1-(1) C17'NW7 C
Loney Creek YADO2 12-83-2-2-(2) C17NW7 WS°-IV'
Long Branch YADO1 12-19-11-6 C12SE3 C Tr
Long Branch YADO1 12-46-4-12 B1.4SE9 C
Long Branch YADO2 12-54-3 ,B15SW9 WS-II HOW
Long Branch YAD06 12-108-16-6-2 C15SW3 WS-III
Long Branch YAD06 12--106-16-6-7 C15SE5 W'S-III
Long Branch YADO6 12-108-16-8 D15NE3 WS-III
Long Branch YAD07 12-119-5-2 D1514942 wS-III
Long Branch YAD09 13-2-3-3-2-1 E19NE1 c
Long Branch YAD12 13-17-17-3 G16NE5 C
Long Branch YAD13 13-17-31-7 Gi8NW1 C
Long Branch YAD15 13-25-28 F19SW6 C
Long Creek YADO1 12-42-9 Cl4NW6 C
Long Creek YADO2 12-62-3 B15NWS B Tr ORW
Long Creek YAD13 13-17-31 F17NE6 C
Long Creek YAD14 13-17-31 F17NE6 C
Long Ridge Branch 'YADO1 12-19-8 C12SE2 C Tr
Longs Pond 'YAD16 13-39-12-5 H2O1W5 WS-III
Lousy Creek YADO1 12-40-8 I314.8W8 WS-II HOW
Lovelace Creek YADO1 12-46-2-3 B141499 C Tr
Loves Lake YADO3 12-72-14-2 B17NW1 WS-YI HOW
Lovills Creek (Lovell Creek) YADO3 12-72-8-(1) A16SW6 WS-IV
Yovilha Creek (Love/1 Creek) YADO3 12-72-8-)2..5) A16SE7 WS-IV CA
Lovills Creek (Lovell Creek) YADO3 12-72-8--(3) A165E7 C
Lowder Mill Branch YADO1 12-19-6 C12SE1 C Tr
Lower Richland. Creek YADOS 13-15-(1) F185E8 WS-IV&B
Lower Richland Creek YA608 13.15-(2) G18NE2 WS-IV&B CA
Lowery Mill Creek YADO4 12-94-1.2-3-(0.5) ClON149 WS-III
Lowery Mill Creek YA,D04 12-94-12-3-(2) C15SW2 W;S-III CA
Lucky Branch YAD15 13-25-29 F195W9 C
Lynches River YAD14 13-49 11165E2 F3
Mallard Creek YAD11 13-17-5 F1SSE5 C
Mallard Lake YADO2 12.91-1. C175W9 WS-IV
Maness Branch YAD14 13-17-40-16-1 G175E8 C
Maple Springs Branch YAD14 13-17-40-11-2 1417NW6 WS-V
Marks Creek (Boyds Lake, City Lake, Ever'etts YAD16 13-45-(2) 112014We C
Lake
Marks Creek (Water Lake) YAD16 13-45-(0.5) 1-120NW9 WS-II HOW
Marks Creek (Water Lake) YAD16 13-4:5-)1( H2ONW9 WS-II HOW CA
Martin Branch YADO1 12-4 C12NW9 C Tr
Martin M111 Creek YADO2 12-73 B16SE8 WS-IV
Martin Mill Creek YAD04 12-94-12-3-1 CISNW9 W'S-III
Mary Reich Creek 'YAD07 12-119-3-1. C165W9 W'S-III
May Branch YAD17 13-47-2-2 H1.8SW1 C
Pag 15 of 27

Fast Track Permit
Subject: Fast Track Permit
From: "Stephen Chambers" shambersAe-pa.corn
Date: Wed, 30 Jan 2008 09:2 5 500
To: D e„BrowderLn t
Please consider this
654901477680" for the City o Al
ion with our previous Fast Track. Application subrstied "Sanitary Sewer to Tax Parcel.
Per our discussions the confirmed employee count is 20 employees, Utilizing 250 gpd/ e
gpd flow request.
Again, tha
you for your assistance in this matter.
Stephen G. Chambers, PE
Chambers Engineering, PA.
704-984-6427
4ww.ce-pa.com
Pl
yee would result in the pevious reported 5000
1 of 1 1/3012008 9:41 AM

1/4/2008
NCDENR, Mooresville Regional Office
Attn.: Ms. Dee Browder
610 East Center Ave.
Mooresville NC 28115
Re: City of Albemarle
Sewer to Tax Parcel 654901477680
Fast Track Non -Discharge Permit
Dear Ms, Browder:
rr a9, FAA
NC DENR MRO
D a . t tare Water Prate tian
On behalf of The City of Albemarle 1 am submitting herein an application package for a Non -
Discharge permit in association with the above referenced project. This application includes
the requested permitting of 93 linear feet of 8" gravity sewers and associated appurtenances.
This application is being submitted under the Fast Track Application process utilizing form
FTA 02/03.
On behalf of the City of Albemarle I would like to extend my appreciation for your time and
efforts in this matter..
Sincerely,
ephen G. Chambers, PE
President
Attach: Permit Package (2 copies)
cc:
Ernie Borders, City of Albemarle
Sharon Fraley
PO, Box 1726 — 129 N. Fir t St. A1bemarde, NC 28002 -- .704-984-6427

Central Files: APS SWP
01/30/08
Permit Number WQ0032609 Permit Tracking Slip
Program Category Status Project Type .
Non -discharge Active New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 individual
Extensions
Primary Reviewer
dee.browder
Permitted Flow
5000
Facility
Facility Name
Sanitary Sewer to Tax Parcel 654901477680
Location Address
Owner
Permit Contact Affiliation
MajorlMinor Region
Minor Mooresville
County
Stanly
Facility Contact Affiliation
Owner Name Owner Type
City of Albemarle Government - Municipal
Owner Affiliation
Raymond Allen
PO Box 190
Albemarle
Dates/Events
NC 28002
Oricg Issue App Received
01/30/08 01/07/08
Draft Initiated
Scheduled
Issuance
Public Notice Issue Effective Expiration
01/30/08 01/30/08
Regulated Activities RequestedlReceived Events
Office Additional information requested 01/25/08
Wastewater collection Additional information received 01/30/08
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin