WQ0007190_Permit (Issuance)_19921112

NOV 18 1992 -
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICF
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor A. Preston Howard, Jr., P.E.
William W. Cobey, Jr., Secretary Acting Director
November 12, 1992
Mr. Mitch Coleman, Executive Director
Moore Water and Sewer Authority
P. O. Box 726
Carthage, N.C. 28327
Subject: Permit No. WQ0007190
Moore Water and Sewer Authority
Oakwood Hills Golf Course
Subdivision
Sewer Extension
Moore County
Dear Mr. Coleman:
In accordance with your application received October 27, 1992, we are forwarding herewith Permit
No. WQ0007190 dated November 12, 1992, to Moore Water and Sewer Authority, for the construction
and operation of the subject wastewater collection 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This permit shall be effective from the date of issuance until rescinded and shall be subject to the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.
If any parts, requirements, or limitations contained in this permit are unacceptable to you, 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, P.O. Drawer 27447,
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
Regional Offices
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/571-4700 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Mr. Michael Allen at 919n33-5083.
Sincerely,
0.:�esto
lHoward, Jr., P.E.
cc: Moore County Health Department
Fayetteville Regional Office
Hobbs, Upchurch & Associates

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH 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
Moore Water and Sewer Authority
Moore County
FOR THE
construction and operation of approximately 4,745 linear feet of 8 inch gravity sewer, a 180 GPM pump
station with duplex pumps and high water alarms, and approximately 9,550 linear feet of 6 inch force main
to serve Oakwood Hills Golf Course Subdivision, and the discharge of 72,000 GPD of collected domestic
wastewater into the Moore Water and Sewer Authority's existing sewerage system, pursuant to the
application received October 27, 1992, and in conformity with the project plan, specifications, and other
supporting data subsequently filed and approved by the Department of Environment, Health 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 voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
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 facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the Moore County
Wastewater Treatment Facility 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 Environmental Management accompanied by an application fee, 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.
b. 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. Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit and the approved plans and specifications. Mail the
Certification to the Permits and Engineering Unit, P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Environmental Management in accordance with North
Carolina General Statute 143-215.6A to 143-215.6C.
10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
11. The Permittee shall provide for the pump station and force main the following items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved per hour in the
pump station.
b. An air relief valve located at all high points along the force main.
A screened vent for the wet well.
d. Fillets located in the wet well at the intersection of the flooring and sidewalls.
e. Three feet of cover (minimum) over the force main or the use of ferrous material where
three feet cannot be maintained
Sufficient devices which will protect the pump station from vandals.
g. Flood protection if the pump station is located below the 100-year flood elevation.
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 as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
13. NONCOMPLIANCE NOTIFICATION:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone no. 919/486-
1541 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.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
15 days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
2

14. 'Phis• permit shall become voidable unless the agreement between Moore Water and Sewer
Authority and Moore County Water Pollution Control Facilities for the collection and final
treatment of wastewater is in full force and effect.
Permit issued this the 12th day of November, 1992
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
w� X�
A. Preston doward, Jr., P.E., Acting Direc r
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0007190
3

Per. - t No. WQ0007190
Inc: . mber 12, 1992
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
project, for the
Project Name Location
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 and
intent of the approved plans and specifications.
Signature
Date
n
Registration N

5tate,of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
01ej N0 456w1.44[.v- 5 tv& ,a /C / lCclxf/
ID F= F1
September 22, 1994
MR STEVE R. BYRD
TOWN OF PINEBLUFF
PO BOX 367
CARTHAGE, NORTH CAROLINA 28374
I0 P C • S
f
SEP 1 s�.4
� 1994
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFK'r
Subject: Application No. WQ0007190
Oakwood Hills Golf Course
Name Change
Sewers -Public
Moore County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on September 21, 1994. This application has been assigned the number listed
above. PLEASE REFER TO THE ABOVE WATER QUALITY NUMBER WHEN MAKING
INQUIRES ON THIS PROJECT.
Your project has been assigned to Michael Allen for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with an additional information letter.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact Michael Allen at [phone].
cc: Fayetteville Regional Office
Hobbs Upchurch & Associates
Sincerely,
`?Xarolyn'
Mc askill
G' Supervisor, State Engineering Review Group
AA1 Y A-fA4EivTs 2
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity .-affirmative Action Employer

i
_ _ . • acdlC ur l�fuCLif t.dr'Ullrtd
Department of Environment; Health and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
NAME OR ADDRESS CHANGE
FOR ALL NON -DISCHARGE PERMITS
I. CURRENT PERMIT INFORMATION:
1. PermirNumber. WQ0007190 and Issue Date: November 12, 1992
2. Permit Holder's name (please specify the name of the municipality, corporation, individual, etc.): Moore Water
and Sewer Authority
3. Print owners or signing official's name and title (the person who is legally responsible for the facility and its compliance):
Mitch Coleman, Executive Director
4. Mailing address: P. O. Box 726
City: Carthage State: North Carolina Zip; 28327
Telephone Number: ( 910 ) 947-6315
5. Application Date: September 16, 1994
6. Fee Submitted: S 100.00 (The permit processing fee should be as specified in 15A NCAC 2H .0205(c)(5)]
7. Project Name (subdivision. facility. or establishment name - sbould be consistent with project name on plans,
specifications, letters of flow acceptance, Operational Agreements, etc.):
Oakwood Hills Golf Course Subdivision
8. Type of Project _ Golf Course Development
9. County where project is located: Moore
hi
II. NEW OWNER/OPERATOR INFORMATION:
1. Is this request for a name cbaage due to:
X a. Change of ownership of facility
b. Name change or sale of corporation
c. Other (if other, please explain):
2. New Owners name (please specify the name of the municipality, corporation, individual, etc.): Town of Pinebluff
x 0RM: ITC 11/93 Page 1 of 2

` 3_ Print new Owners or signing official's name and title (the, person who is legally responsible for the facility and its
co¢iplianre): Steve Byrd, Mayor
4 Mail addrecs P.O. Box 367
tng
City: Pinebluff
Telephone Number.
State: North Carolina
oln % 9R1-11W.
Zip: 28373
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF ENVIRONMENTAL
MANAGEMENT UNLESS ALL OF THE APPLICABLE ITEMS LISTED BELOW ARE INCLUDED WITH
THE SUBMITTAL.
REQU= ARMS:
A. One original and 9Kw codes of the completed and appropriately executed application form.
B. In accordance with 15A NCAC 2H .0205(c)(5), a $100 processing fee,
C. Three copies of appropriate documentation for sale of corporation, if appropriate.
Current Permittee's Certification:
attest that this application for a name change 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 sup rtir.4 izfol-glawn and attachments are not included, this application package will be returned as incomplete.
Sigtature: Datc: �
Applicant's Certification:
I, -S t e o e Z-AIC A , attest that this application for a name change 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 information and attachments are not included. this application package will be returned as incomplete.
Signature: .��) .-e � �� Date:
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION
AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626.0535
TELEPHONE NUMBER: [phone]
FORM: NC 11193 Page 2 of 2

,. WQ0007190
, oer 12, 1992
in the State of I, Fred M. HohbG , as a duly regisiered Professional E j action of the
Carolina, having been authorized to observe (periodically,
.� r for the
project, . Oakwood Hills Golf Course Sub. Location
Project Name
permitter hereby state that, to the best of my are abilities* due cart and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of the app plans and specifica • - yd ?W
Registration No.
Signature
Date Sept. 13 1993
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ENV. MANAGEMENT
FAYETTEVILLE REG. OFFIC.F
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erm it No. WQ0007190
rlovetnber 12, 1992
FN(;INFF.R`S C'F.RTIFICATIOI�
I, Fred M. Hobbs , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically,, ) the construction of the
project, - Oakwood Hills Golf Course Sub. , Moore County, NC for the
Project Name Location
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 and
intent of the appr plans and specifics
Registration No. ye ?�`�
Signature
^a:e Sept. /13, 1993
CARpl
`. �_5 S/p�,•9 ,
cL SEAL
8983 -
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^,••••,
�fl
S EP 24 1993 r
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICF
Z K Division of Environmental Nianagen-cnt hereby
4atoivledges receipt and acc-eptance of this Engine-ers
Certificatiop
4

�Yd t 4N[ q
_NOV 9 1992 —1
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICF
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
William W. Cobey, Jr., Secretary
Mitch Coleman, Executive Director
Moore Water & Sewer Authority
Post Office Box 726
Carthage, N.C. 28327
Dear Mr. Coleman:
A. Preston Howard, Jr., P.E.
Acting Director
November 5, 1992
Subject: Application No. WQ0007190
Additional Information Request
Moore Water & Sewer Authority
Oakwood Hills Golf Course Subdivision
Pinebluff, N.C.
Sewer Extension
Moore County
The Permits and Engineering Unit has completed a preliminary engineering review of the subject
application. The following items must be addressed before we can complete our review:
1) Please verify with the Fayetteville Regional Office the water classification (page 6 of the
application) for the subject wastewater collection system.
Refer to the subject permit application number when providing the requested information. Please
submit three copies of all information to my attention at the address below. Also, please
note that failure to provide this additional information on or before January 5, 1992 will subject your
application to being returned as incomplete, in accordance with 15A NCAC 2H .0208.
If you have any questions on this matter, please call me at [phone] ext. 547.
cc: Fayetteville Regional Office
Permit File WQ0007190
Hobbs, Upchurch & Associates, P.A.
Regional Offices
Sincerely,
�/w 09N-
Michael D. Allen
Environmental Engineer I
State Engineering Review Group
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/133-2314 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Irp-0
MEMO TO: State Review Group
FROM: M. J. Nq#and
Regional Suv7
Division of Environmental
Management
Fayetteville Regional
Office
SUBJECT: Procedure Fcv( )' a 11/04/92
WQ0007190 Date
Oakwood Hills Golf Course
and Subdivision - Carthage
Sewer Extention - Private
Moore County
State Review Group Review
Engineer Michael Allen
Regional Office
Contact Rickv Revels
1) Name of wastewater treatment plant to receive the wastewater:
Moore County Regional Wastewater Treatment Plant
2) WWTP design capacity 6_7 MGD
3) NPDES Permit No.: NC0037508
4) Compliance Information:
Expiration Date: 04/30/97
Present treatment plant performance
for previous 12 months - beginning 10/O1/91
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
72,000 GPD
domestic 100% ; industrial other
6) Volume from previously approved projects not yet tributary to
WWTP 47,415_ GPD
7) Regional Recommendations: Approval X Denial
MJN/RR/rr
Enclosure

PNOV 3 1992
ENV. MANAGEMENT
State of North Carolina FAYETTEVILLE REG. OFFICE
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27604
James G. Martin, Governor George T. Everett,Ph.D.
William W. Cobey, Jr., Secretary Director
October 30, 1992
MR MITCH COLEMAN
MOORE WATER & SEWER AUTHORITY
PO BOX 726
CARTHAGE, NORTH CAROLINA 28327
Dear MR COLEMAN:
Subject: Application No. WQ0007190
Oakwood Hills Golf Course
Sewers -Private
Moore County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on October 27, 1992. This application has been assigned the number shown
above. Please refer to this number when making inquiries on this project.
Your project has been assigned to Michael Allen for a detailed engineering review. A technical
acknowledgement will be forthcoming.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact Michael Allen at [phone].
cc: Fayetteville Regional Office
Hobbs Upchurch & Associates
Sincerely,
Don �C
.E.
Supervisor, Permits and Engineering Unit
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non -Discharge Pennit Application
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
PUMP STATIONS, AND PRESSURE SKWERS
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other): Moore Water & Sewer Authority
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Mitch Coleman,
Executive Director
3. Mailing Address: Po Box 726
City: Carthage State: NC Zip: 28327
Telephone No.: 919 ) 947-6315
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Oakwood Hills Golf Course Subdivision, Pinebluff, NC
5. Application Date: Sept. 23, 1992 6. Fee Submitted: $ 400.00
7. County where project is located: Moore
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM):
2. Specify whether project is: new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.9). Submit only pgs. 1, 2, 9 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number N/A and issue date
4. Specify whether the applicant is public or private.
FORM: GSPS 4/91 Page 1 of 10

GRAVITY SEWER EXTENSION & PUMP STATION .
PAGE 2 (4i91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: 100 % Domestic; % Commercial;
% Industrial; % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
Subdivision
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels: N/A
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
N/A
5. Volume of wastewater generated by this project: 72, 000 gallons per day
6. Explanation of how wastewater volume was determined: 300 - 2 Bedroom Trailer
Lots - 120 gal/bedroom = 300x2x!20 = 72,000 gpd
IV. DESIGN INFORMATION:
1. Brief project description: Phase I, Oakwood Hills Golf Course Subdivision
with 4745 IS 8" Gravity Sewer- Manholes, P, ps ation, 9559 LF
6" Force Main
2
Name of wastewater treatment facility receiving wastewater: Moore County WWTP
a. Facility permit no.:
NPDES NCO037508
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: Sewer is Adequate To Accept The Additional
Flow From This Proiect.
2 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 3 (4/91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: C
Dia. Length Pipe C or N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
DP
8" 4745 PVC 140 0.40 7.65 2.58 11.30 36
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor
spacing shall be as follows:
a. 36 feet separation for slopes of 21% to 35%;
b. 24 feet separation for slopes of 36% to 50%;
c. 16 feet separation for slopes of 50% and greater.
For velocities greater than 15 fps, it is strongly recommended that measures be
considered which will protect the sewers and manholes from erosion. For velocities
greater than 20 fps, erosion control measures must be specified.
For any excessive slopes or velocities that will occur in any sewer line segment, what
measures have been taken to protect the sewer pipe and manholes?
5. Maximum sewer reach length between manholes: 358 linear feet.
6. This sewer line segment occurs between manhole no. 21 and manhole no. 22
7. Does the owner/operator have the ability to clean this length? x Yes No.
8. Sewer subject to existing or planned traffic bearing loads? X Yes No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
Adequate Bedding And Depth On SDR 35 Pipe
9. Outside drop manholes are provided where invert separations exceed: 2 feet.
10. Identify (by manhole number) those manholes that have drop connections: 2, 15, 10
3 of 10

,
GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 4 (4/91)
11.
12.
Maximum allowable infiltration/exfiltration test rate: too GPD/ pipe dia. in./ mile.
Note: Must not exceed 200 GPD/ pipe dia. in./ mile.
Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? k Yes _ No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? x_ Yes _ No
c) 10 ft- horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified? X Yes _ No
13. Are manholes subject to flooding? _Yes X No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, —Yes —No
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans): _Yes X No
16. Identify (by manhole number) those manholes that are vented: N/A
17. Does this project involve any stream crossings? X yes _ no. If yes, what precautions
or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located: Small Stream, Under Flow Lane, USC Ductile Iron Pipe,
Sheet 3, Sta 1 + 60 - Sta 2 + 80
4 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
• PAGE 5 of 10 (4/91)
V. PUMP STATION INFORMATION
1. Pump Station No.: i (A separate sheet VA through V.15 should be
submitted for each pump station)
2. Name of closest downslope surface waters: Aberdeen Creek
3. Classification of closest downslope surface waters: C (as established
by the Environmental Management Commission & specified on page 6 of this applic.).
4. If a power failure at this pump station could impact waters classified as WS, SA, B, or
SB, describe which of the measures are being implemented to prevent such impact, as
required in 15A NCAC 2H .0200: N/A
5. What size pumps are provided? i80 GPM
6. How many pumps are provided? 2
7. What is the maximum capacity of the pump station? GPD
8. What is the design total dynamic head? 115 feet
9. How many pumping cycles will occur at the design flow rate? 6 cycles per hour
10. Check if provided at pump station:
Alternate Power Source
Wet Well Vented with Screen X
Fillets in Wet Well
Check Valves and Gate Valves
Security Fencing X
Lockable Wet Well Cover X
Area Light X
110V Electrical Convenience Outlet
Flood/Buoyancy Protection X
High Water Alarm X Audible and Visual Auto Dialer
11. Summary of force main (by diameter size and pipe material):
Diameter Length Pipe High Low Minimum Maximum Minimum
(Inches) (Linear Ft) Material Elevation Elevation Velocity(fps) Vel.(fps) Cover (in)
6 9550 PVC 382.50 307.50 2.04 4.09 36"
12. Are air release valves provided at all high points along the force main (must be provided
where the elevation difference exceeds 10 feet)? X yes —no
13. Is pump station subject to flooding? yes X no. If yes, what measures are
being taken to protect against flooding?
14. If subject to flooding, specify the 100-year flood elevation: N/A Feet MSL
15. Are there existing or planned pump stations downstream of this station? _ yes X no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows.

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 6 (4/91)
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
Name of surface waters:
Aberdeen Creek
Classification (as established by the Environmental Management Commission): C
Proposed Classification, if applicable:
Signature of regional office personnel:
INSTRUCTIONS TO ENGINEER
Date:
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
The application may not be submitted until this form is completed and included with the submittal.
1. Applicant (corporation, individual, or other): Moore Water & Sewer Authority
2. Name and Complete Address of Engineering Firm: Hobbs, Upchurch &
Associates, P.A.
City: Southern Pines State: NC Zip: 28387
Telephone No. [phone]
3. Project Name: Oakwood Hills Golf Course Subdivision
4. Pump station design flow: 72,000 ADF GPD; 50 ADF GPM
5. Name of closest downslope surface waters: Aberdeen Creek
6. County(s) where project and surface waters are located: Moore
7. Map name and date: Pinebluff, , NC
8. North Carolina Professional Engineer's Registration No.
� r ,
9. Print Name of Engineer
'cam CO`
10. Seal and Signature (specify date): .'
!�L ^301
ih
6 of 10

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super.
Washington Regional WQ Super.
Raleigh Regional WQ Super.
59 Woodfin Place
P O Box 1507
3800 Barrett Dr., Suite 101
Asheville, NC 28802
Washington, NC 27889
Raleigh, NC 27609
704/251-6208
919/946-6481
919f733-2314
Avery Macon
Beaufort Jones
Chatham Nash
Buncombe Madison
Bertie Lenoir
Durham Northampton
Burke McDowell
Camden Martin
Edgecombe Orange
Caldwell Mitchell
Chowan Pamlico
Franklin Person
Cherokee Polk
Craven Pasquotank
Granville Vance
Clay Rutherford
Cwritvck Perquimans
Halifax Wake
Graham Swain
Dare Pitt
Johnston Warren
Haywood Transylvania
Gates Tyrell
Lee Wilson
Henderson Yancy
Greene Washington
Jackson
Hertford Wayne
Hyde
Fayetteville Regional WQ Super.
Mooresville Regional WQ Super.
Wilmington Region. WQ Super.
Wachovia Building, Suite 714
919 North Main Street
127 Cardinal Drive Extension
Fayetteville, NC 28301
Mooresville, NC 28115
Wilmington, NC 28405-3945
919/486-1541
704/663-1699
919/395-3900
Anson Moore
Alexander Mecklenburg
Brunswick New Hanover
Bladen Robeson
Cabamns Rowan
Carteret Onslow
Cumberland Richmond
Catawba Stanly
Columbus Pender
Harnett Sampson
Gaston Union
Duplin
Hoke Scotland
Iredell Cleveland
Montgomery
Lincoln
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
919i761-2351
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Sung
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
7 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 8 (4/91)
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Items
a. One original and three copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension, details on the pump station, and must
show the proximity of the sewer extension to other utilities and natural features.
Specifications may be omitted for delegated authorities. Each sheet of the plans and the first
page of the specifications must be signed and sealed. Three copies of the existing permit if
a renewal or modification.
C. Three copies of all calculations, including pump selection, friction calculations, cycle
time, pump curves (including system curves applicable with one pump running, two
pumps running, three pumps running, etc.), and evaluation of downstream pump stations.
These items must be submitted under the signature and seal of the North Carolina
Professional Engineer.
d. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
e. If the owner/authority of the wastewater treatment facility (W)NTT) that will be accepting
the wastewater flow from this project is different from the applicant of the project, then a
letter must be provided from the owner/authority of the WWTF specifying the volume of
flow that will be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
f. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
8 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 9 (4/91)
Name and Complete Address of Engineering Firm: Hobbs, Upchurch & Associates, P.A
PO Box 1737
City: Southern Pines State: NQ Zip: 28388
Telephone No. [phone]
Professional Engineer's ertification:
I, �4 ,t r���'� �7-L'� �t , attest that this application for G4 �� s
�Ii A4 has been reviewed by me and is accurate
and complete 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. 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.
North Carolina Professional Engineer s`l&ggiiM- tim'No.
Print Name of En veer Charles sn�:. $eiser_-' , -.
A'
Seal and Signature (specify att —
1061'1
y�� fS
Applica t's,'Certifiaction:
,attest that this application for
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
information and attachments are not included, this application package will be returned as
incomplete.
Signature J %j / r - - - — Date _ f
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083
9 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 10 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS
Industrial
$400
$300
Domestic/Cooling Water
$400
$300
10,001 - 1,000,000 GPD
Industrial
$400
$250
Domestic/Cooling Water
$400
$250
1,001 - 10,000 GPD
Industrial
$400
$200
Domestic/Cooling Water
$400
$200
< or = 1,000 GPD and
Single Family Dwelling
$240
$120
Sludge < or = 300 Acres
$400
$250
Sludge > 300 Acres
$400
$250
Sewer Extensions
(nondelegated) $400 0
Sewer Extensions
(delegated) $200 0
Closed -Loop Recycle
or Evaporative $400 $200
NOTE: The Fees for Soil Remediation Projects are the same as for Sludges.
Under the Sewer Extension Fee, "delegated to municipalities" applies
only to those governmental jurisdictions that have specific delegation
review authority, as granted by the Division of Environmental
Management.
10 of 10

PUMP STA SON DESIGN WORKSHEET
PROJECT:
Sanitary Sewer Improvements - Oakwood Hilis
LOCATION:
Town of Pinebluff, Moore County, NC
HUA NO.:
P69207
SYSTEM CURVE
DATE:
23-Sep-92
.,::_OW
V'EL ::C
I FRICT HD
I TDH
(GPM)
(FT)
(FT)
(FT)
DESIGN PARAMETERS
AVERAGE DAILY FLOWRATE _>
50
(GP&4)
0
0.000
0.00
80
PEAK FLOWRATE _>
125
(GPM)
5
0.000
0.05
80
FORCE MAIN LENGTH =>
9550
(FT)
10
0.000
0.17
80
MAX FORCE MAIN SIZE _>
5.05
(IN)
15
0.000
0.35
1 80
SELECTED FORCE MA;N SZ. _>
6
(IN)
20
0.001
0.60
81
FLUID HP AT 50% EFF. _>
i
7
(HP)
25
0.001
0.91
81
30
0.002
1.27
81
SYSTEM V4ORKS
35
0.002
1.69
82
i MAX ELEVATION =>
382.50
(ELEV)
40
0.003
2.17
82
l MIN ELEVATION =>I
307.50
(ELEV)
45
0.004
2Z9
83
STATIC LIFT =>
75
(FT)
50
0.005
3.27
83
j FITTING LOSS =>'
80
(FT)
55
V.000
3.90
84
STATION LOSS =>1
5
(FT)
63
0,007
4.59
1 85
EQJiV. LENGTH JF PIPE _>
9_30
(FT)
65
0.008
5.32
85
FRICTION COEFF.
120
(PVC)
70
0.010
6.10
&o
75
0.011
6.93
87
PUMP SELECTION
80
0.013
7.81
88 i
PUMP TYPE _>
Myers
4VC
85
0.014
8.74
89
PUMP SIZE =>I
20.00
(HP)
90
0.016
9.71
90
IMPELLER SIZE _>
11.000
(IN)
95
0.018
10.73
91
DIST. FROM INV. TO INTAKE =>I
30.00
(IN)
100
0.020
11.80
92
(
105
0.022
12.91
93
LOAT SET T iNG
��
` 110
0.024
14.07
94
i WET WELL DiA =>
6
(FT)
115
0.026
15.28
95
VET WELL INV =>
305.00
(ELEV)
120
0.029
16.53
97
PUMP OFF =>
307.50
(ELEV)
125
0.031
17.83
98
CYCLES PER HOUR =>
6
(EA)
50
0.034
19.17
99
CURVF PUMP RATE _>
180
(GPM)
I ss
n n.nA
In ss
I im
ACTUAL MAX FRC. MAIN SZ.=>1
6.06
(IN)
140
0.039
21.99
102
NECESSARY CAPACITY =>i
361
(GAL)
145
0.042
23.46
104
EMERGENCY CAPACITY =>
240�,'0
(GAL)
150
0.045
24.98
105
CYCLE TIME _>
10
(MIN)
155
0.048
26.54
107
30
C.051
28.15
108
i =LEVA 7 :3.V SU:w.,vi ;RY
j
; 35
0.054
29.80
110
WET WELL iNV =>1
305.00
(ELEV)
170
0.058
31.49
112
PUMP OFF =>
I 307.50
(ELEV)
I 175
0.061
33.22
113
LEAD ON =>
309.2 i
(ELEV) +
180
C.O65
35.00
115
LAG ON =>I
309.71
(ELEV)
r 135
0.068
36.82
117
ALARM, =>I
310.25
= (ELEV) j
190
0.072
38.68
119
41M =>:
31,6.o7
(ELEV)
195
0.076
40.59
121
STA. EMERGENCY CAP. _>
1 1939
(GAL)
200
0.080
42.54
123

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