WQ0008107_Application_19930630

State 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
LT!;WAi
IDEHNR
D � Ely 1r
June 30, 1993 f JUL ' 2 1903
DR GEORGE GRIFFIN
MOORE CO BOARD OF EDUCATION
PO BOX 1180
CARTHAGE, NORTH CAROLINA 28327
Dear DR GRIFFIN:
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Subject: Application No. WQ0008107
Union Pines High
Sewers -Private
Moore County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on June 30, 1993. 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 Thomas Brittian 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 Thomas Brittian at [phone].
cc: Fayetteville Regional Office
Hobbs Upchurch & Associates
Sincerely,
OA•�
(� Dona d Safrit, P. .
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 : w'
Non -Discharge Permit Application
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION ;
PUMP STATIONS, AND PRESSURE SKWERS
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other): Moore County Board of Education
2. Print Owners or Signing Official's Name and Title (the person who is legally
0
responsible for the facility and its compliance):
Dr. George Griffin, Asst. Superintendant
Mailing Address: P.O. Box 1180
Carthage NC 28327
City: State: Zip:
Telephone No.: ( 919 947-2258
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Union Pines High School Wastewater Pump Station
5. Application. Date: May 28, 1993 6. Fee Submitted: S400.00
7. County where project is located: Moore
II. PERMIT INFORMATION:
I. Permit No. (will be completed by DEM): QC � oq,?-
2. Specify whether project is: x 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 x public or private.

GRAVITY -SEWER EXTENSION & PUMB STATION
PAGE 2 (4/91)
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.:
Union Pines High School
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels: Not Applicable
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
Not Applicable
5. Volume of wastewater generated by this project: 13,125
6. Explanation of how wastewater volume was determined:
student
IV. DESIGN INFORMATION:
gallons per day
875 students @ 15 GPD/
1. Brief project description: Project shall include approximately 18,609 LF
of 4" force main and pump station to serve Union Pines High School.
2. Name of wastewater treatment facility receiving wastewater. Moore Water Pollution
Control Facility
a. Facility permit no.: NPDES #NC0037508
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: Downstream mains and pump stations are sized
adequately to handle proposed flow.
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: N
Dia.
Length
Pipe
C or N
Min.
Max.
Minimum
Max.
Minimum
(In.)
(Lin. Ft)
Material
Factor
Slope %
Slope %o
Velocity (fps)
Vel.(fps)
Cover (in)
8
20
PVC
0.010
1.00
1.00
4.49
4.49
36
NOTE: The minimum velocity most 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 211,7o to 359o;
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?
Not Applicable
5. Maximum sewer reach length between manholes: N/A linear feet.
6. This sewer line segment occurs between manhole no. NI A and manhole no.
7. Does the owner/operator have the ability to clean this length?NSA Yes No.
8. Sewer subject to existing or planned traffic bearing loads? Yes X No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
9. Outside drop manholes are provided where invert separations exceed: N/A feet.
10. Identify (by manhole number) those manholes that have drop connections: N/A

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltration test rate: 100 GPD/ pipe dia. in./ mile.
Note: Must not exceed 200 GPD/ pipe dia. in./ mile.
12. Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? x 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, NLAYes —No
(100 year flood elevation should be indicated on plans)
15. Or are manholes water -tight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans): N/A Yes _ No
16. Identify (by manhole number) those manholes that are vented: N/A
17. Does this project involve any stream crossings? _ 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:
of .0

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 5 of 10 (4191)
V. PUMP STATION INFORMATION
1. Pump Station No.: 1 (A separate sheet V.1 through V.15 should be
submitted for each pump station)
2. Name of closest downslope surface waters: Crane Creek
3. Classification of closest downslope surface waters: ws-III . (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: Alarm will sound, if flooding continues,
overflow will be to the abandoned septic tank.
5. What size pumps are provided?
:e
6. How many pumps are provided? 2 sets -series installation
GPM
7. What is the maximum capacity of the pump station? 210 , 400 GPD
8. What is the design total dynamic head? 298 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 x
Check Valves and Gate Valves x
Security Fencing x
Lockable Wet Well Cover Y
Area Light Y
110V Electrical Convenience Outlet Y
Flood/Buoyancy Protection x
High Water Alarm x Audible and Visual Auto Dialer
11. Suuunary of force main (by diameter size and pipe material):
Diameter Length Pipe High Low Minimum N4aximum Minimum
(Inches) (Linear Ft) Material Elevation Elevation Velocity(fps) Vcl.(fps) Cover (in)
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: `+/A Feet MSL
station? " -s no

GRAVITY SEWER EXTENSION & PUMP STATION '
PAGE 6 (4/9 1)
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: Crane Creek
C la& fication (as established by the Environmental Management Commission): '-WS-III
Proposed Classification, if applicable: WS_Iii
Signature of regional office personnel;
C_ Date: 05/28/93
INSTRUCTIONS TO ENGINEER
Tn order tc determine whether, provisions for dual or standby power may be required for the
subject facility, the classification of the closest dowftslope 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 trust 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 County Board of F.dLcati nn
2.
Name and Complete Address of Engineering Firm: Hobbs
Upchurch & Assori ate ,
P.A.. - P.O. Box 1737
Southern Pines,
City: State: NC
Zip: 28388
Telephone No. [phone]
3.
Project Name: Union Pines High School Wastewater Pump Station
4.
Pump station design flow: 230,400 GPD:
80 GPM
5.
N- Trme Of closest dowrslopc surface waters: Crane Creek
6.
County(s) where project and surface waters are located:
Moore
7.
Map name and date: USGS "Vass" Quadrangle 1974
8.
North Carolina Professional Engineers Registration No.
17651
9.
Print Name of Engineer Bill Lester, Jr. , �'P.E.
••��„����,�
Ro
10.
Seal and Signature (specify date):
. ••'' $/0 •%
17651
- r
= Cr NE
•.:

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
919/733-2314
Avery Macon
Bcaufoct Jones
Chatham Nash
Btmcombe Madison
Banc Lenoir
Durham Northampton
Burin McDowell
Camden Martin
Edgecombe Orange
Caldwell Mitchell
Chowan Pamlico
Franklin Person
Cherokee Polk
Craven Pasquotank
Granville VX=
Clay Rutherford
Currituck Perquimans
Halifax Wake
Graham Swain
Dam Pitt
Johnston Warren
Haywood Transylvania
Gates Tyrell
Lee Wilson
Hcrxkmn Yancy
Grcane 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 28405-3845
919/486-1541
704/663-1699
919/395-3900
Anson Moore
Alexander Mecklenburg
Br uiswick New Hanover
Bladen Robeson
Cabatrus 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
919/761-2351
Alamance
Rockingham
AJleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
7 of 10

GRAVITY SEWER EXTENSION &' PUiViP 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).
C. If the owner/authority of the wastewater treatment facility (WWTF) 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 WW I F 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.-
P.O. Box 1737
Hobbs, Upchurch & Associates, P.A.,
City: Southern Pines, State: N.C. Zip: 28388
Telephone No. [phone]
Professional Engineer's Certification:
I, Bill Lester, Jr., P.E. , attest that this application for Union Pines
High School Wastewater Pump Station has been reviewed by the 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 Registration No. 17651
Print Name of Engineer Bill Lester, Jr_
Seal and Signature (specify date):
Applicant's Certification:
P.E.
.1% 1.
o� _
Q a•oEE�0 •� i
11651
�i
I, Dr. George Griffin, Asst. Supt. ,attest that this application for
Union Pines High School Wastewater Pump Station
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 Date 05/28/93
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: 9I9/733-5083
z Ir

GRAVITY SEWER EXTENSION & FUMP STATION '
PAGE 10 (4/91)
`.
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY
NEW APPLICATIONS/
RENEWALS W=OUI'
MODIFICATIONS
MODIFICATIONS
> 1,000,000 GPD
Industrial
S400
$300
Domestic/Cooling Water
S400
$300
10,001 - 1,000,000 GPD
Industrial
$4W
$250
Domestic/Cooling Water
$400
$250
1,001 - 10,000 GPD
Industrial
$400
$200
Domestic/Cooling Water
$400
$200
< or = 1,000 GPD and
Singh Family Dwelling
$240
$120
Sludge < or = 300 Acres
$400
$250
Sludge > 300 Acres
S400
$250
Sewer Extensions
(nondelegated)
S400
0
Sever 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 1

State 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
Dr. George Griffin, ASSL Superintendent
Moore County Board of Education
P.O. Box 1180
Carthage, NC 28327
Dear Dr. Griffin:
K?F,A
4••
E:)EHNF1
July 9, 1993
ina P�iJUL ' 13 1993
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Subject: Application No. WQ0008107
Additional Information Request
Moore County Board of Education
Union Pines High School
Wastewater Pump Station
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) For pumping stations (including those in class C watersheds as of February 1, 1993) at least
one of the following shall be required:
(A) dual source or standby power supply on site or,
(B) telemetry systems with sufficient numbers of standby generators and personnel for
distribution or,
(C) approval by the Director that the pump station:
(i) serves a private water distribution system which has automatic shut-off at power
failure and no elevated water storage tanks, and
(ii) has sufficient storage capacity that no potential for overflow exists, and
(iii) is connected to facilities that can tolerate septic wastewater due to long prolonged
detention.
"The use of the abandoned septic tank for overflow is not an acceptable means to satisfy the
above requirements.
2) The brief evaluation statement in item 15, page 5 of 10, is illegible. Please clarify what has been
typed into this space.
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

3) Please submit a flow acceptance letter, specifying flow, from the receiving wastewater treatment
facility. This letter should be signed by a responsible party of the entity which operates the
facility.
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 August 12, 1993 will subject your
application to being returned as incomplete, according to 15A NCAC 2H .0208.
If you have any questions on this matter, please call me at 919/ 733-5083.
Sincerely,
-:7LZ'3&aL
Thomas G. Brittian
State Engineering Review Group
cc: Fayetteville Regional Office
Permit File WQ0008107
Hobbs, Upchurch & Associates, P.A.

F12 O
MEMO TO: State Review Group Division of Environmental
Management
r--ti
FROM: Kerr T. Stevens:-�-;���ville Regional
Regional Supervisor >^~ Office
SUBJECT: Procedure Four (4) 7 09 93
WQ0008107 Date
Union Pines High
Sewer Extention - Private
Town of Carthage
Moore County
State Review Group Review
Engineer Thomas Brittian
Regional Office
Contact Ricky 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 Expiration Date: 04/30/97
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning _6 O1 92_
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
13,125 GPD
domestic 100$ ; industrial other
6) Volume from previously approved projects not yet tributary to
WWTP 330,225_ GPD
7) Regional Recommendations: Approval X Denial
KTS/RR/rr
Enclosure