WQ0013456_Application_19970218

State of North Carolina
Department of Environment,
Health and Natural Resourcei
t�?'°'r,
Division of Water Quality L���
FEB 18 1991;
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary FP%YE i"i"EVILE
A. Preston Howard, Jr., P.E., DirectOREG. ® FICiz
February 12, 1997
DR. GEORGE GRIFFIN
MOORE CO BOARD OF EDUCATION
PO BOX 1180
CARTHAGE, NORTH CAROLINA 28327
Subject: Application No. WQ0013456
Union Pines Middle School
Sewers -Private
Moore County
Dear DR. GRIFFIN:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on February 11, 1997. This application has been assigned the number listed
above.
Your project has been assigned to John Seymour for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with a request for additional
information.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four 1Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact John Seymour at [phone] extension 546. If the
engin8er is unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRIES ON THIS PROJECT.
Sincerely,
ColeH. S lins, P.E.
Supervisor, ermits & Engineering Unit
cc: Fayetteville Regional Office
Hobbs, Upchurch & Associates, P.A.
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

MEMO TO: State Review Group
FROM: Ricky Revels R1;41 Ra",_
Environmental Technician IV
SUBJECT: Procedure Four (4)
WQ0013456
Union Pines Middle School
Sewer Extension - Private
Town of Carthage
Moore County
Division of Water
Quality
Fayetteville Regional
Office
02119197
Date
State Review Group Review
Engineer John Seymour
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.: NCO037508 Expiration Date: 4 3 97
4) Compliance Information:
Present treatment plant performance
for previous 122 months - beginning 1196
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
12,000 GPD
domestic 100% industrial other
6) Volume from previously approved projects not yet tributary to
WWTP 44.800 GPD
7) Regional Recommendations: Approval X Denial
RR/rr
Enclosure

, .
.
'
^
}Fp3650I
SESSION READY FOR
INPUTGKEX88/MP
�
COMPLIANCE
EVALUATION
ANALYSIS REPORT
PAGE i
PERMIT--NC0037508
PIPE--00i
REPORT
PERIOD,
960i-9612
LOC---E
7ACILITY--MOORE
CO
WWTP
DESIGN FLOW--
6.7000
CLASS-4
'OCATION--CARTHAGE
REGION/COUNTY--06
MOORE
50058
0008
00530
006i0
31616
58060
00300
TGP3B
WNTH
Q/MGD
BOD
RE%/T%%
NH3+NH4-
FEC COLI
CHLORINE
DO
CERI7DPF
WIT F
6.7000 F
38.00
F 30.0
NOL
F 200.0
NOL
NOL
NOL
/6/01
3.8903
6.50
4.5
.15
9.5
238.000
9.60
16/02
4.i275
6.51
6.1
.10
7.8
206.190
9.86
/6/03
4.2161
6.81
5^0
.17
7.7
143.809
W2
'
i
WIT F
6.7000 F
22.00
F 30.0
17.00
F 200.0
NOL
NOL
NOL
/6/04
4.Oi33
5.50
6.9
.i6
i8.0
89.523
9.49
16/05
3.9935
5.23
6.4
.13
32.7
i40.000
9.i5
/6/06
3.8433
3.81
5.4
.10
71.7
133.750
8.73
i
16/07
4.0161
2.32
5.0
.10
14.4
90.909
8.3i
/6/08
4.5258
4.56
9.3
.i0
36.7
92.272
8.22
16/89
5.0500
3.16
8.0
.i0
20.i
i52.500
8.60
i
16/i0
4.8580
4.23
7.9
.i0
22.8
201.739
8.70
!MIT F
6.7000 F
30.00
F 30.0
NOL
F 200.0
NOL
NOL
NOL
'6/ii
3.9166
3.86
5.1
.10
2i.5
i80.000
9.33
'6/12
4.4161
3.2i
4.0
.i2
6.7
264.218
9.76
i
'VERAGE
4.2388
4.64
6.i
.ii
21.8
i6i.075
9.07
i
AXIMUM
7.5000
26.80
3i.2
i.39
470.0
920.000
i3.70
i
'INIMUM
3.i000
2.00
2.0
.i0
" i.0
30.080
6.30
i
WIT
MGD
MG/L
MG/L
MG/L
4/100ML
UG/L
MG/L
PA%%/FAI

.
'
.
| .
'
X88/MP
02/19/97
COMPLIANCE
EVALUATION
ANALYSIS REPORT
PAGE 2
PERMIT--NC0037508
PIPE--00i
REPORT
PERIOD;
9601-9612
LOC---E
' ACILITY--MOORE CO
WWTP
DE%IGN FLOW--
6.7000
CLASS--4
.00ATION--CARTHAGE
REGION/COUNTY--86
MOORE
000i0
00400
00608
80665
00720
81042
0077
0092
0NTH
TEMP
PH
TOTAL N
PHO%-TOT
CYANIDE
COPPER
SILVER
ZINC
IMIT
NOL
9.0 6.0
NOL
NOL
NOL
NOL
NOL
NOL
'6/Oi
i4.28
7.8-7.2
i5.800
i .8480
.8000
`
7.0080
.0000
i6.5000
'6/02
i 3. 95
7. 7-7. 3
i i . 600
1.9300
.0000
5.5600
.0000
22.0000
'6/03
i 5.04
7. 6-7. 2
i i . 900
2.2400
. 000O
6.5000
.0000
23.5000
!MIT
NOL
9.0 6.0
NOL
NOL
NOL
NOL
NOL
NGL
'6/04
i7.47
7.6-7.1
17.400
2.3000
.0000
9.5000
.0000
22.0000
6/05
20.90
'
7.6-7.3
i5.280
1.9500
.0000
8.0000
.0000
26.5000
'6/06
23.60
7.7-7.2
i6.600
2.000
.0000
i i .0000
.0800
28.0000
'6/07
24.59
7. 6-7. 2
i6.600
2.2000
.0000
9.5000
`
.0000
22.500.),
'6/08
24.95
7. 7-7. 2
11.600
1.7500
.0000
i 0.000O
.0000
22.0000
6/09
24.30
7.6-7.2
11.700
i.3700
.0000
7.6666
.0000
29.6666
6/10
22.00
7.6-7.0
16.700
2.2088
.8000
i0,88�0
.0000
30.0000
!MIT
NOL
9.0 6.0
NOL
NOL
NOL
NOL
NOL
NOL
6/ii
19.ii
7.6-6.8
i4.000
i.8800
.0000
7.0000
.0000
22.5000
602
i6.52
7.7-7.1
14.790
2.i800
.0000
9.0000
.0000
27.0000
'
VERAGE
19.0
W490
2.004i
.0000
8.3888
.00OO
24.3472
AXIMUM
26.00
7.800
17.400
2.3000
12.8000
39.0000
INIMUM
12.00
6.800
ii.600
i.3700
........
_
5.6000 ______
i6.000o
NIT
DEG.0
%U
MG/L
MG/L
UG/L
UG/L
UG/L
UG/L

-
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGQVAL)
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.,,
responsible for the facility and its compliance): Dr. George Griffin, Asst.
.) r
Su erintendent`
3. Mailing Address: P.O. Box 1180
City: Carthage State: NC Zip: 28327y� -i
Telephone No.: ( 910 ) 9 4 7- 2 2 5 8
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 Middle School Wastewater Pump Station
5. Application Date: January 20, 1997 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: 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.
FORM: GSPS 4/91 Page I of 10

GRAVITY SEWER EXTENSION & PUMP ST,A`hON
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: 10 0 % 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 Middle School
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: 12,000 gallons per day
6. Explanation of how wastewater volume was determined: 15 gpd x 800 students
and staff = 12,000 gpd
IV. DESIGN INFORMATION:
1. Brief project description:_ This project will include a new pump station
and connection to an existing force main.
2. Name of wastewater treatment facility receiving wastewater.
a. Facility permit no.: NC 0037508
Moore Water Pollution
Control Facility
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: Downstream mains and pump stations are
ade_cruate 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 % Velocity (fps) Vel.(fps) Cover (in)
6 207 PVC 0.010 0.60 7.25 2.87 9.99 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?
N/A
5. Maximum sewer reach length between manholes: 167 linear feet.
6. This sewer line segment occurs between manhole no. 1 and manhole no. Pump tation
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? 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
3 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 4 (4/91)
11.
12.
13.
Maximum allowable infiltration/exfiltration test rate: i o o 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? ­& Yes _ No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified?
c) 10 R. horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified?
Are manholes subject to flooding?
14. If yes, are manhole rim elevations 1 foot above 100-year flood level,
(100 year flood elevation should be indicated on plans)
x Yes _No
X' Yes —No
_Yes g No
Yes —No
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans): _Yes —No
16. Identify (by manhole number) those manholes that are vented: N / A
17. Does this project involve any stream crossings? _ yes X_ 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:
4 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 5 of 10 (4/91)
V. PUMP STATION INFORMATION
1. Pump Station No.: 2 ( Existing KA separate sheet VA through V.15 should be
submitted for each pump station)
2. Name of closest downslope surface waters: Cranes Creek
3. Classification of closest downslope surface waters: W S I I I (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 15ANCAC2H.0200: Telemetry system with standby generator.
5. What size pumps are provided?
6. How many pumps are provided?
M
pi
GPM
7. What is the maximum capacity of the pump station? 230,400 GPD
8. What is the design total dynamic head? 91 feet
9. How many pumping cycles will occur at the design flow rate? 7 cycles per hour
10. Check if provided at pump station:
Alternate Power Source
Wet Well Vented with Screen
Fillets in Wet Well
Check Valves and Gate Valves
Security Fencing
Lockable Wet Well Cover
Area Light
110V Electrical Convenience Outlet
Flood/Buoyancy Protection
High Water Alarm X Audible and Visual
11. Summary of force main (by diameter size and pipe material):
x Auto Dialer
Diameter
Length
Pipe
High
Low
Minimum
Maximum Minimum
(Inches)
(Linear Ft)
Material
Elevation
Elevation
Velocity(fps)
Vel.(fps) Cover (in)
4
4836
PVC
465
410
2.04
2.04 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?
being taken to protect against flooding?
yes x no. If yes, what measures are
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 5 of 10 (4/91)
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: 'tributary of Cranes creek
3. Classification of closest downslope surface waters: W S I I I (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
requiredinMANCAC211.0200: TAetry system with standby gran rators.
5. What size pumps are provided? 105 GPM
6. How many pumps are provided? 2 sets - series installation
7. What is the maximum capacity of the pump station? 302,400 GPD
8. What is the design total dynamic head? 296 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
Fillets in Wet Well
Check Valves and Gate Valves
Security Fencing
x
x
x
Lockable Wet Well Cover x
Area Light x
110V Electrical Convenience Outlet x
Flood/Buoyancy Protection x
High Water Alarm x Audible and Visual x 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)
4 14803 PVC 610 465 tin es 1611
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?
being taken to protect against flooding?
yes x no. If yes, what measures are
14. If subject to flooding, specify the 100-year flood elevation: NSA Feet MSL
15. Are there existing or planned pump stations downstream of this station? x yes _ no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows.
Downstream pump stations are adequate to handle new flow
generated.

GRAVITY SEWER EXTENSION & PUMP STkl"ION {
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: Tributary of Cranes Creek
Classification (as established by the Environmental Management Commission): WS I I I
Proposed Classification, if applicable:
N/A
Signature of regional office personnel: Date:
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest dowtslope 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 I V 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 County Board of Education
2. Name and Complete Address of Engineering Firm: Hobbs, Upchurch &
Associates, P.A., P.O. Box 1737
City: Southern Pines State:
NC Zip: 28388
Telephone No. 910 - 6 9 2 - 5 616
3. Project Name: Union Pines Middle School Pump Station
4. Pump station design now: 302,400 GPD;
105
GPM
5. Name of closest downslope surface waters: Tributary of Cranes Creek
6. County(s) where project and surface waters are located
7. Map name and date: Vass USGS Map 1974
Moore
8. North Carolina Professional Engineer's Registration No. 17651
9. Print Name of Engineer Bill L
10. Seal and Signature (specify date):
r, Jr., P.E.
%r%,- CARD/
" 17651 V A
i
.1'•"�ljIR1:� •••n ae'
6 of 10 V�/ ••••so.•� • N\

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 Bantu Dr., Suite 101
Asheville, NC 28802 Washington, NC 27889 Raleigh, NC 27609
704/251-6208 9191946-6481 919r733-2314
Avery
Macon
Buncombe
Madison
Budd
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Maywood
Transylvania
Henderson
Yancy
Jackson
Fayetteville Regional WQ Super.
Wachovia Building. Suite 714
Fayetteville. NC 28301
919/486-1541
Anson
Moore
Bh den
Robeson
Cumberland
Richmond
Harnett
Sampson
Hoke
Scotland
Montgomery
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
919l161-2351
Alanance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
Beaufort
Berrie
Craven
Currituck
Dam
Gans
Hartford
Hyde
Jones
Lenoir
Martin
Pamlico
PaNuotank
Perquimans
Pitt
Tyrell
Washington
Wayne
Mooresville Regional WQ Super
919 North Main Street
Mooresville, NC 28115
704/663-1699
Mecklenburg
Cabarrus
Rowan
Catawba
Stanly
Gaston
Union
Iredell
Cleveland
Lincoln
Chatham Nash
Durham Northampton
Edgeoombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region. WQ Super.
127 Cardinal Drive Extension
Wilmington, NC 28405-3945
919/395-3900
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin
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 (WW F) 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 TF 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)
Naive and Complete Address of Engineering Firm: Hobbs, Upchurch & Associates, P.A.
P.O. Box 1737
City: Southern Pines State: NC Zip: 28388
Telephone No.
910-692-5616
Professional Engineer's Certification:
j Bill Lester, Jr., P.E. , attest that this application for Union Pines
Middle School Pump Station 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 Registration No.
Print Name of Engineer
Seal and Signatu
Applicant's Certification:
17F,51
"'#losew
j George Griffin, ASst. Sup. ,attest that this application for Union Pines
Miririla Sr•hnnl
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�'
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 VaTHOUT
MODIFICATIONS
MODIFICATIONS
> 1,000,000 GPD
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

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
DR GEORGE GRIFFIN
MOORE COUNTY BOARD OF EDUCATION
PO BOX 1180
CARTHAGE, NORTH CAROLINA 28327
Dear DR GRIFFIN:
January 30, 1997
yr
/ • FA
�� it'd ;�
F E B 0 4 1997
b—E F 1'Di'MU
RLG. GFFiGVE,
Subject: Return of Incomplete Application
Union Pines Middle School P.S.
Sewers -Private
Moore County
In accordance with Division policy, the enclosed application package, which was received on January
28, 1997, is being returned as incomplete.
PLEASE NOTE THE ITEMS CHECKED N) BELOW MUST BE CORRECTED
PRIOR TO RESUBMITTAL OF SAID PROJECT.
-TWO sets of plans/specifications signed and sealed by an N.C. Professional Engineer if
submitted for sewers. FIVE sets required for spray, sludge, recycle and groundwater.
-Two copies of all required supporting material.
-Appropriately completed and signed application form plus one copy.
-Letter from current permit holder requesting name change.
-A recent letter of flow acceptance (SPECIFYING FLOW) or copy of Agreement from
owner of receiving treatment facility. This letter must be included in package when
re -submitted.
-Operational Agreement for sewers owned by individual residents, a homeowners
association, or a developer.
-Permit application processing fee of $..00 . Fee must be included with package for
completeness.
-OTHER ITEMS:
SUPPORTING DOCUMENTS: A flow acceptance letter must accompany this package
accepting the discharge of 12,000 GPD.
After all required submittal information has been obtained, the completed application package may be
resubmitted in accordance with the submittal instructions included on the application form. Be sure to
submit all originally submitted information (and copies) along with the required additional information.
If you have any questions, please contact Michael Allen at [phone], ext. 547.
cc: Fayetteville Regional Office
Hobbs, Upchurch & Associates, Inc.
SERG Return File
Sincerely,
L
M
oleen H. Sullins, PE, Supervisor
Permits & Engineering Unit
Pollution Prevention Pays
P.O. Box 29535. Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

qw�
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Dr. George Griffin, Asst. Superintendent
Moore County Board of Education
Post Office Box 1180
Carthage, North Carolina 28327
Dear Mr. Griffin:
A�A�
[DEHNF1
March 11, 1997 RECEIVED
MAR 13 i9 h
FAYETTEVILLE
REG. OFFICE
Subject: WQ0013456
Additional Information
Union Pines Middle School
Wastewater Collection and Pump Station
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:
The subject application was previously returned as incomplete because a flow
acceptance letter from the owner of the receiving wastewater treatment plant
was not provided. However, the resubmitted application (with treatment plant
flow acceptance letter) indicates the subject wastewater flow will travel through
the Town of Carthage's sewer collection system. Please confirm the Town's
system will be used, and if so, please provide an acceptance letter from the
Town. As the Town will be held responsible any future problems created by
this new flow.
2. The submitted application indicates a stand by emergency generator is
provided. However, the application received does not appear to have any
information nor does it show on the submitted plans where and how this
generator is provided. Is it an on site generator? If so, please show it on plans.
Is it to be brought to the pump station in an emergency? If so, please provide
calculations and confirmation that it can be brought to the site before a pump
station overflow occurs (measured at average gallon per minute flow and
available wet well storage above the alarm float level).
3. The submitted application states the new pump station will have 105 GPM
pumps, however the submitted plans and specifications (which are also under a
P.E. seal) show only 80 GPM pumps are used. Please confirm the size of the
pumps to be used.
4. Two different sets of plans for the subject project have been submitted. One set
shows only 6 inch gravity line from the School to the new pump station.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

VM& A
However, a more complete set of plans (with the same date) shows a
combination of 8 inch and 6 inch gravity line being used. One set of plans
shows two force mains coming from the new pump station but both sets of
plans show the pump station's wet well details with only one force main
leaving the wet well. Please confirm and provide a set of revised plans if
necessary of what gravity line sizes and force main numbers will be used will
be used.
5. The submitted application states the highest point of the subject force main is at
elevation 610 feet. However the submitted plans show the highest point
elevation is near 205 feet. Please confirm and supply revised plans as to what
the highest point of the force main is.
6. The submitted detail plans of the new pump station wet well shows venting for
the pump's housing shelter, but the plans do not appear to show any venting of
the wet well itself. A wet well vent is required by regulation, to
prevent the build-up of explosive and/or corrosive gasses in the
wet well itself.
Refer to the subject permit application number when providing the requested information.
Also, please note that failure to provide this additional information on or before April 11, 1997,
will subject your application to being returned as incomplete in accordance with 15 NCAC 2H
.0208.
If you have any questions on this matter, please call me at 919/ 733-5083 extension 546.
cc: ettevill"Regional
Hobbs, P.A.
Sincerely,
John Seymour
Environmental Engineer I