WQ0031189_Regional Office Historical File Pre 2018 (2)

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Mr. Jerry Myers, County Manager
Stanley County
1000 -10 North First St.
Albemarle NC 28001
Dear Mr. Myers:
March 27, 2007
Alan W. Klimek, P.E., Director
Division of Water Quality
Subject: Permit No. WQ0031189
Alliance Food Services
Low Pressure Sewer
Stanley County
In accordance with your permit application received December 21, 2006, and subsequent
additional information received on March 8, 2007 we are forwarding herewith Permit No. WQ0031189
dated March 27, 2007 to Stanley County for the construction and continued operation of the subject
wastewater collection system. This permit shall be effective from the date of issuance until rescinded,
and shall be subject to the conditions and limitations as specified therein.
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 .0400 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 15A NCAC Chapter 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; 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 Permitfee'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.
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.
All sewer related matters are handled through the Pretreatment, Emergency Response and
Collection Systems Unit under the Point Source Branch EXCEPT FOR FAST -TRACK SEWER PERMITTING
WHICH CONTINUES TO BE ADMINISTERED THROUGH OUR REGIONAL OFFICES. The Unit is located on the
131h floor of the Archdale building in downtown Raleigh. Please ensure the letterhead information is
used for all correspondence to ensure timely delivery.
Npo rhCarolina
aturallij
Pretreatment, Emergency Response and Collection Systems Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Telephone [phone] Fax [phone]
Internet http://h2o.enr.nc.state.us/peres
An Equal Opportunity Action Employer
50% recycled/I 0% post -consumer paper

Mr. Jerry Myers
March 27, 2007
Page 2
One set of approved plans and specifications is being forwarded to you. If you need additional
ation concerning this matter, please contact Adrian Eaton at [phone] extension 580.
Sincerely
Alan W. Klimek, P. E.
cc: Stanley County Health Department
Mooresville Regional Office, Water Quality Section (Permit NC0024244)
Stephen Chambers P.E., Chambers Engineering, PA, PO Box 1726, Albermarle NC 28002
City of Albermarle WWTF
Water Quality Central Files
PERCS Files
2

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
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
STANLEY COUNTY PUBLIC UTILITIES
STANLEY COUNTY
FOR THE
construction and continued operation of a pressure sewer collection system consisting of a pump
station with simplex pump, on -site audible and visual high water alarms and approximately 2350 linear
feet of 2-inch pressure sewer, to serve the Alliance Food Services vending Machine Operation, and the
discharge of 354 GPD of collected wastewater into the City of Albemerle's existing sewerage system
(NC 0024244), pursuant fo the application received December 21, 2006, and subsequent additional
information received by the Division on March 8 2007, and in conformity with the project plans,
specifications, and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this 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 revocable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC Chapter 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 is 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 .0400. If an individual
permit is not required, the following performance criteria shall be met as provided in 1 5A NCAC 2T
.0400:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge fo land or surface waters, and any contravention of the groundwater standards in
15A NCAC 21 .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.
1

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 (Le.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week. This requirement does not apply to pump stations serving a
single building associated with a properly permitted pressure sewer system.
e. Nigh -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. The sewage and wastewater collected by this system shall be treated in the City of Albemarle
Wastewater Treatment Facility (NPDES Permit No, NC0024244) prior to being discharged into the
receiving stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or
there is a name change of the Permittee, a formal permit request must be submitted to the Division
of Water Quality (Division) accompanied by documentation from the parties involved and other
supporting materials as may be appropriate. The approval of this request will be considered on its
merits and may or may not be approved.
Construction of the sewers, pump station(s) and force main 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.
7. 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.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for the
Life of the wastewater collection facilities.
9. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC Chapter 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.
10. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies (i.e., local,
state, and federal) having jurisdiction, including but not limited to applicable river buffer rules in 15A
NCAC 2B .0200, soil erosion and sedimentation control requirements in 15A NCAC Chapter 4 and
under the Division's General Permit NCGO10000, and any requirements pertaining to wetlands under
15A NCAC 2B .0200 and 15A NCAC Chapter 2T.
11. The Permittee shall provide the following items for the pressure sewer system:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved per hour in any
centralized pump station serving more than one building.
2

b. At least 24 hours of storage capacity above the pump -on activation level for any simplex pump
station serving a single family residence.
c: An air relief valve located at all high points along-theforce main.
d. A screened vent for the wet well.
e. Fillets located in the wet well(s) at the intersection of the flooring and side walls.
f. Three feet of cover (minimum] over the force main or the use of ferrous material where three
feet cannot be maintained.
g. Sufficient devices which will protect the pump station from vandals.
h. Flood protection if the pump station is located below the 100-year flood elevation.
i. ' Adherence with the following minimum separations:
(i) Storm sewers (vertical) 12 inches
(ii) Water mains (vertical -water over sewer) 18 inches or (horizontal) 10 feet
(iii) In benched trenches (vertical) 18 inches
(iv) Any private or public water supply source, including any WS-I waters or Class 1 or Class 11
impounded reservoirs used as a source of drinking water 100 feet
(v) Waters classified WS (other than WS-I), B, SA, ORW, HQW, or SB [from normal high water
(or tide elevation)] 50 feet
(vi) Any other stream, Take or impoundment 10 feet
(vii) Any building foundation 5 feet
(viii) Any basement 10 feet
(ix) Top slope of embankment or cuts of 2 feet or more vertical height 10 feet
(x) Drainage systems
(I) Interceptor drains 5 feet
(11) Ground water lowering and surface drainage ditches 10 feet
(xi) Any swimming pool 10 feet
(xii) Sewer pipe with joints equivalent to water main standards, shall be used where these
minimum separations cannot be maintained. The minimum separation shall however not
be less than 25 feet from a private well or 50 feet from a public water supply well;
12. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those that may be
required by this Division, such as the construction of additional or replacement wastewater
collection facilities.
13. Noncompliance Notification:
The Permittee shall verbally report to a water quality staff member 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 render the facility incapable of
adequate wastewater transport such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.
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 this 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. Per Condition 1(2), 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.
3

14. The Permittee shall maintain on hand for immediate installation a supply of spare, fully operational
pump units of each type used in the pressure sewer system. The number of pumps on hand shall not
be less than 10 percent of the number of installed units or one unit, whichever is greater.
15. Each pump station shall be clearly and conspicuously posted with the telephone number of the
owner/operator of the pressure sewer system and instructions to call the number in the event of high
water alarm activation.
16. A variance is granted for the use of a simplex pump at the Alliance Food Services facility to serve
the vending machine operation. This variance is due to the low flow to be discharged. This
varience requires that a plan be in place to "stop the use of" the sewer system upon any
problematic incident. Documentation of this plan and subsequent actions taken will be
maintained at the facility.
Permit issued this the 27th day of March, 2007
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P. E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0031189
4

Permit No. WQ0031189
March 27, 2007
System Description:
construction and continued operation of a pressure sewer collection system
consisting of a pump station with simplex pump, on -site audible and visual high
water alarms and approximately 2350 linear feet of 2-inch pressure sewer, to
serve the Alliance Food Services vending Machine Operation, and the discharge
of 354 GPD of collected wastewater into the City of Albemerle's existing
sewerage system (NC 0024244),
Complete and submit this form to the permit issuing office as indicated below with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater
collection system extension
• 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.Sl'^ `"r 44"` /P as a duly registered Professional Engineer in the State of North Carolina,
9
having been authorized to observe (❑ periodically, eweekly, ❑ full time) the construction of the
subject 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 Chapter 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?
RssionaI Engineer's seal, signature, and date:
In
SEAL V '
• 17943 • a
."..0 RA D G%�.�`•
SEND THiS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS
TO THE FOLLOWING ADDRESS
JEFF POUPART, UNiT SUPERVISOR
PRETREATMENT, EMERGENCY RESPONSE & COLLECTION SYSTEMS UNIT
1617 MAiL SERVICE CENTER
RALEIGH NC 27699-1617
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.
5

North Carolina Department of
March 1, 2007
Mr. Jerry Myers, County Manager
Stanley County
1000 — 10 North First St.
Albemarle, North Carolina 28001
F. Easley, Governor
r., Secretary
al Resources
Alan. W. Klimek, P.E. Director
Division of Water Quality
Subject: Application No. WQ0031189
Additional Information Request
Alliance Food Services
Low Pressure Sewer System
Stanly County
Dear Mr. Myers,
The Pretreatment, Emergency Response and Collection System Unit has conducted a preliminary review
of the subject permit application package, received by the Division on December 21, 2006. Additional
information is required before we can continue our review. Please address the attached items no later
than April 1, 2007'.
Please be aware that you are responsible for meeting all requirements set forth in North Carolina rules
and regulations. Any oversights that occurred in the review of the subject application package are still
the responsibility of the applicant. In addition, any omissions made in responding to the above items
may result in future requests for additional information.
Please reference the subject application number when providing the requested information. Two copies
of all revised and/or additional documentation should be signed, sealed, dated, and submitted to me at
the address below. Please note that failure to provide this additional information on or before the above
requested date may result in your application being returned as incomplete.
If you have any questions regarding this request, please do not hesitate to contact one, at [phone],
extension 580. You may also check the future status of this project online at.
http://www.newaterquality.org/bims/ and following the report kinks. Thank you for your cooperation.
cc:
Sincerely,
Adrian Eaton
Environmental Engineer
M r iRegionalOffice
. Stephen Chambers, P.E., Chambers Engineering, P.A., P© Box 1726 Albemarle NC, 28002
Permit Application File WQ0031189
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
NC DWQ Internet wwvv ncvvater ua9itv.or Location, 512 N. Salisbury St, Raleigh„ NC 27604 Fax [phone]
PERCS Unit Internet; i ttp:( 2v.enrstate.nc.us/peres/
An Equal OpportunitylAffirmalive Action Employer - 50% Recycledl10°10 Post Consumer Paper

Stanly County
Alliance Food Services
Low Pressure Sewer System
Permit Application File WQ0031189
March 1, 2007
General
1. Based on the A/E's certification in the Permit Application that all 15A NCAC 2T .0300
requirements regarding gravity sewers and force mains, and the Division of Water Quality's
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 have been met, a review of
these items has not been performed. It shall be the permittee's responsibility to ensure the plans
and specifications meet the appropriate design criteria and rules. Final approval of these
documents will not imply approval of any variance from these criteria unless specifically
requested and granted. Failure to comply may result in penalties in accordance with North
Carolina General Statute 143-215.6A— 143-215.6C, construction of additional facilities, and/or
referral of the N.C. Professional Engineer to the licensing board.
2. On September 1, 2006, the new Title I5A administrative 2T codes for LLPS and Gravity sewers
went into effect replacing the 2H codes. As a result, this review will be done to comply with the
2T administrative codes.
3. It will be necessary to get a permit modification for any future tributary to this system.
4. Provide the manufactures pump curve for the selected impeller to be used.
5. As per the discussion with Stephen Chambers (Project Engineer) and Adrian Eaton (DWQ
NCDENR) on March 1, 2007, the following project will be resubmitted using a simplex pump
station. The use of a simplex pump station instead of a duplex pump station will be stated in the
permit as a variance due to low flow.
•
6. Clarify the installation of the LPSS pipe from the pump house to the road right of way. Does the
pipe run cross over other properties beside the property owned by Alliance Food Services?
7. The proposed invert tributary 6-inch gravity line going into the pump station will also need to be
included in this permit.
Calculations
1 Provide the response time for pump station pump failure/alarm.
2 Please verify that the project is not located within the minimum separation of a private well.
3 Consideration should be given to minimizing the motor speeds during the pump selection. The
submitted RPM of the motor at 3450 PRM is excessive. (Refer to Minimum Design Criteria
2.03 (B). •
Plans
1. The vent on the influent pipe cannot act as a vent for the wet well. Provide the wet well vent to
include a non -corrosive screen. It is recommended to use a screen made SS vent screen
2. It is. a recommendation that clean outs be placed at STA 7 + 50 & STA 20 + 50.

3. It is recommended that a duel relief valve (pressure/vacuum) be placed between STA 2 + 00 and
STA2+50.
Specifications
1. At a minimum, SDR 21 PVC pipe should be used. In cases of "high priority" or minimum
separation not meet, then SDR 13.5 PVC shall be used.
2. Clarify in the specifications that 10% spare pumps be delivered to the owner (refer to Minimum
Design Criteria)
3. Specifications should include the use of identification tape (having the words "caution, sewer
line" throughout the length of the tape) during the installation of the LPSS pipe.

October 2006
Policy for Meeting the Reliability Requirements of 15A NCAC 2T .0305(h)(1)(D) for
Pressure Sewers Utilizing Simplex Pump Stations
These rules require that multiple pumps be provided with the capacity to pump peak flow with
the largest pump out of service and to provide power reliability respectively. Simplex pump
stations will only be approved for single family residences, all other pump stations shall be
required to meet these rules. To help ensure protection from overflows for simplex pump
stations, the following policy will be implemented in lieu of requiring dual pumps and power
reliability.
The first option for meeting reliability requirements is to provide 24 hours storage in the wet
well above the pump -on elevation as requested in the permit application. However, since this
may add to the cost and make installation difficult in certain areas, another option may be
pursued.
Alternatively, the applicant may provide documentation regarding both power reliability and
response times for pump replacement.
In the case of power reliability, 3 years of power history data in the area from the power
company must be provided. The amount of storage required shall be equal to the duration of
the longest power outage (minus catastrophic events such hurricanes). Storage shall be
provided above the pump -on elevation.
For response times, the applicant shall provide an estimate of the response time to replace a
failed pump. The estimate shall include time for answering after hours calls, travel time to
maintenance shop, preparing equipment to respond, travel time to site, and time to replace the
pump. For existing systems, the Permittee should indicate if they currently maintains a supply
of pumps on hand at this time (a permit condition). Also, personnel must be on -call 24 hours a
day, 7 days a week as well as a phone number with 24-hour answering service clearly posted
on the pump station. Storage shall be provided above the high water alarm. A minimum of 120
gallons of storage above alarm shall be included in the evaluation.
These storage requirement are not cumulative, rather, the storage which provides the largest
wet well shall be specified.

A 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
January 9, 2007
Jerry Myers
Stanly County
1 000-1 0 North First St.
Albemarle, NC 28001
Subject: Acknowledgement of Application No. WQC31189
Alliance Food Services
Wastewater Collection System Extension
Stanly County
Dear Mr. Myers:
The Division of Water Quality (Division) acknowledges receipt of your permit application and supporting
materials on December 21, 2006. This application package has been assigned the number listed above
and will be reviewed by Deborah Gore.
The reviewer will perform a detailed review and contact you with a request for additional information if
necessary. To ensure the maximum efficiency in processing permit applications, the Division requests
your assistance in providing a timely and complete response to any additional information requests.
Please note at this time, processing permit applications can take as long as 60 - 90 days after receipt of
a complete application. To check on the status of an application, please visit
http1Lh2o.enr.state.nc.usfbims/Reports/reportsPermits.html.
The Division has recently reorganized. All sewer related matters are now handled through the
Pretreatment, Emergency Response and Collection Systems Unit under the Point Source Branch EXCEPT
FOR FAST -TRACK SEWER EXTENSION PERMITTING WHICH CONTINUES TO BE ADMINISTERED THROUGH OUR
REGIONAL OFFICES. The Unit is located on the 13'h floor of the Archdale building in downtown Raleigh.
If you have any questions, please contact Deborah Gore at 919-733-5083, extension 593, or via e-mail at
[e-mail]. If the reviewer is unavailable, you may leave a message, and they will
respond promptly.
PLEASE REFER TO THE ABOVE APP'" 'CATION NUMBER WHEN MAKING INQUIRIES ON THIS PROJECT.
Sincerely,
effrey O. P©upart
Supervisor
cc: Mooresville Regional Office, Surface Water Protection Section
Stephen Chambers, PE, Chambers Engineering, PA, P.O. Box 1726, Albe
Permit Application File WQ0031189
rie, NC 28002
One
No Carolina
aturrallI
Pretreatment, Emergency Response and Collection Systems Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Telephone [phone] Fax [phone]
Internet http.//h2o.enr.nc.state.us/ndpu
An Equal Opportunity Action Employer
50% recycled/10% post -consumer paper

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
August 18, 2008
Jerry Myers, County Manager
Stanley County
1000-10 North First Street
Albermarie, NC 28001
SUBJECT: Alliance Food Services
Permit No. WQ0031189
Wastewater Collection System Extension
Final Engineering Certification Acknowledgement
Dear Permitfee:
DWQ
Profeclion
Per 15A NCAC 2H .0220,, the Division received a final engineering certification for the subject project on
8/15/2008. Enclosed is a copy of the certification page for your records. A full review of the certification
materials may or may not be conducted. It is assumed that receipt of this certification indicates compliance
with all regulations, design criteria and the permit, However, if a full technical review is conducted, you will be
notified of any items of non-compliance. Note that the Division does not acknowledge partial certifications
by letter. It is the Perrnittee's responsibility to track at submissions and receipt of partial certifications to the
Division,
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings for the
life of the project. If you have not received such copy from your consultant, please contact them
immediately to obtain a copy,
Lastly, you are receiving this letter because the Division has you listed as the responsible party. if this permitted
system is no longer owned by you or your company, please complete Form PNOCF-S as this permit is not
automatically transferable. Form PNOCF-S can be downloaded from http://h2o, .nr.state.nc,us ercs from
the Collection Systems Applications page,
If you have any questions concerning this document or the completion of Form PNOCF-S (if necessary),
please contact me at the letterhead address or via E-mail at tom,ascenzog ncmail.net,.
Thomas Ascenzo
Environmental Specialist
Enclosure
Cc: Mooresville Regional Office, Surface Water Protection Section (all documents)
Stephan Chambers; Chambers Engineering, PA (no enclosures)
PO Box 1726 , Albermarle, NC 28002
Surface Water Protection Section Central Files (certification page only)
One
NorthCarolina
�aturaiIj
Pretreatment, Emergency Response and Collection Systems Unit Internet http://h2o.enr.nc.state.uslndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
Telephone [phone] Fax [phone]% recycled/10% post -consumer paper

Permit No. WQ0031189
March 27, 2007
System Description:
construction and continued operation of a pressure sewer collection system
consisting of a pump station with simplex pump, on -site audible and visual high
water alarms and approximately 2350 linear feet of 2-inch pressure sewer, to
serve the Alliance Food Services vending Machine Operation, and the discharge
of 354 GPD of collected wastewater into the City of Albemerle's existing
sewerage system (NC 0024244),
Complete and submit this form to the permit issuing office as indicated below with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of fhe wastewater
collection system extension
• 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
1 ,/}as a duly registered Profession
al nal Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, [weekly, ❑ full time) the construction of the
subject 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 Chapter 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 tt'egi fissional Engineer's seal, signature, and date:
SEAL'
17943 ; AC
Q.•o m::
osi,PFIA D SII `Ito*less ��
fin. 0�w
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS
TO THE FOLLOWING ADDRESS
JEFF POUPART, UNIT SUPERVISOR
PRETREATMENT, EMERGENCY RESPONSE & COLLECTION SYSTEMS UNIT
1617 MAIL SERVICE CENTER
RALEIGH NC 27699-1617
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.
5

166.
Chambers Engineering, PA
8/15/2008
NC Division of Water Quality - PERCS Unit
Mr. Jeff Poupart
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: County of Stanly
Low Pressure Sewers
Alliance Food Services
Dear Mr. Poupart:
RECEIVED
AUG 1 g 2008
PERCS UNIT
On behalf of the County of Stanly I am submitting herein the Engineer's Certification and
Record Drawings for the above referenced project.
I would like to thank you for your time and efforts in this matter. I am available at our
convenience should you need additional information, y
Sincerely,
AvAidee...
Stephen G. Chambers, PE
President
Attach: Engineer's Certification
Record Drawings
P.O. Box 1726 —129 N. First St. —Albemarle, NC 28002 — 704-984-R497

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Michael F. Eastey, Governor
Wltiiam G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
June 8, 2007
Jerry Myers, County Manager
Stanley County
1000-10 North First Street
Albermarle, NC 28001
SUBJECT: Affiance Food Services
Permit No. WQO031189
Wastewater Collection System Extension
Final Engineering Certification Acknowledgement
Dear Permittee:
JUN
i
Per 15A NCAC 2H .0220, the Division received a final engineering certification for the subject project on
6/5/2007, Enclosed is a copy of the certification page for your records: A full review of the certification
materials may or may not be conducted. It is assumed that receipt of this certification indicates compliance
with all regulations, design criteria and the permit. However, if a full technical review is conducted, you will be
notified of any items of non-compliance. Note that the Division does not acknowledge partial certifications
by letter. It is the Permittee's responsibility to track all submissions and receipt of partial certifications to the
Division.
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings for the
life of the project, If you have not received such copy from your consultant, please contact them
immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party,. If this permitted
system is no longer owned by you or your company, please complete Form PNOCF-S as this permit is not
automatically transferable. Form PNOCF-S can be downloaded from http://h2o.enrstate.nc.us/peres from
the Collection Systems Applications page.
If you have any questions concerning this document or the completion of Form PNOCF-S (it necessary),
please contact me at the letterhead address or via E-mail at tom.ascenzo4ncmait.net.
Thomas Ascenzo
Environmental Specialist
Enclosure
Cc: Mooresville Regional Office, Surface Water Protection Section (all documents)
Stephan Chambers, Chambers Engineering, PA no enclosures)
P© Box 1726 , Albermarle, NC 28002
Surface Water Protection Section Central Files (certification page only)
One Pretreatment, Emergency Response and Collection Systems unit Internet http://h2o.enr.nc.state.uslndpu
NorthCar©lima 1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
Naturally. Telephone [phone] Fax [phone]% recycled/14% post -consumer paper

•
• Permit No. WQ0031189
March 27, 2007
System Description:
construction and continued operation of a pressure sewer collection system
consisting of a pump station with simplex pump, on -site audible and visual high
water alarms and approximately 2350 linear feet of 2-inch pressure sewer, to
serve the Alliance Food Services vending Machine Operation, and the discharge
of 354 GPD of collected wastewater into the City of Albemerie's existing
sewerage -system (NC 00242444), --
Complete and submit this form to the permit issuing office as indicated below with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater
- collection system extension
• :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
Fnal_
l,S74 L C. `'"' 4 J a duty registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, weekly, ❑ full time) the construction of the
subject 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 Chapter 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 caflM
SEAL _
17943it
essional Engineer's seal, signature, and date:
•
•
SEND THIS FORM & SUPPORTING DOCUMENTATION
"WITH REQUIRED ATTACHMENTS
TO THE FOLLOWING ADDRESS
JEFF POUPART,.UNIT SUPERVISOR
PRETREATMENT, EMERGENCY RESPONSE & COLLECTION SYSTEMS UNIT
• 1617 MAIL SERVICE CENTER
- RALEiGH NC 27699=1617,
The Permittee is responsible for tracking all partial certifications up until a final certification is received.
Any wastewater flaw 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.

ha.mbers Engineering, PA
TRANSMITTAL
Date: 6/5/07
To: Jeff Poupart, Unit Supervisor
NC DENR PERCS Unit
Cc: Donna Davis, Stanly County Public Utilities
From: Stephen Chambers
Subject: Alliance Food Service
Permit WQ0031189 Certification
Please find attached for your use the Engineer's Final Certification for the above referenced
project. Also please find attached one set of Record Drawings in accordance with the certification
requirements.
Thank you for your time and efforts in this matter.