WQ0007197_Application_19980126

Stiate of North Carolina
Department of Environment and
Natural Resources
Division of Water Quality - Non Discharge Branch
Non-Dishcharge Permitting Unit
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
MR. BOB BOYETTE
TOWN OF CARTHAGE
PO BOX 842
CARTHAGE, NORTH CAROLINA 28327
Dear MR. BOYETTE:
AI' V
T44 o'
WJ
� E N R
January 26, 1998
RECEIVED
FAYETTEVIL LE
REG. OFFICE
subject: Application No. WQ0007197
Mill Creek/Southem Pines Culvert NC 2
B-2057
Sewers -Public
Moore County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on January 23, 1998. This application has been assigned the number listed
above.
Your project has been assigned to Mr. Ed Buchan 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 Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact Mr. Ed Buchan at [phone] extension 546. If the
engineer 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,
G
Y/Mr. Kim H. Colson, P.E.
Supervisor, Non -Discharge Branch, Permitting Unit
cc: Fayetteville Regional Office
NC DOT - Design Sery Unit (RBW)
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

,_ P-C
. 4 , 1 i •
i
MEMO TO: State Review Group Division of Water
Quality
FROM: Ricky Revels �'" Fayetteville Regional
Environmental Technician IV Office
SUBJECT: Procedure Four (4) 2 11 98
WQ0007197 (Relocation) Date
Mill creek - Force Main
Sewer Modification - Public
Town of Carthage
Moore County
State Review Group Review
Engineer Ed Buchan
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: 4 30 97
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 12 96 (rolling average)
1/96 (calendar year) - OK
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
GPD
domestic 100% ; industrial ; other
6) Volume from previously approved projects not yet tributary to
WWTP _N/A_ GPD
7) Regional Recommendations: Approval X Denial
* Regional office request that since this is a regional WWTP that all
future P-4 permits and "as build" certifications identify the appropriate
collection system associated! ( Examples - town,city,village,communities, or
areas of county at large)
RR/rr
Enclosure

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
RECEIVED
GRAVITY SE`VE ON WATER QUALITY S.ECTION
PUMP STATIONS, AM lhh! 9.3 108
I. GENERAL INFORMATION: M Non -Discharge Perrnit6 1
i998 E �
1. Applicant's name (please specify the name of the munip,�iJOft� individual, etc: Town
Carthage tIREG 1 C��--'r-E
2. Print Owners or Signing Official's name and title (the person who is legally responsible for the facility and its compliance):
Mr. Bob Boyette, Town Administrator
3. Mailing address: P. 0. Box 842
City: Carthage Ste: NC Zip: 28327
Telephone Number: ( 910 ) 94 7— 2 3 31
4. Project Name (please specify the name of the subdivision, facility, or establishment - should be consistent with project
name on plans, specifications, letters of flow acceptance, Operational Agreements, etc.):
V B-2057 — Culvert and Approaches on NC 22 over Mill Creek in Southern Pines
5. Application Date: 1/5/98 6. Fee Submitted: S 400.00
6. County where project is located: Moore
II. PERMIT INFORMATION:
1. Application No. (will be completed by D&f): r_ JZ?o 40 7 / ` 7
2. Specify whether project is: __ new; X modification.
3. If this application is being submitted as a result of a modification to an existing permit- please complete:
existing permit number ��� 0 ri 7 IS/ % and the issue date 3/ 3_ 1 Z 3
4. Specify whether the applicant is X public or private.
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. % Domestic/Commercial ; % Industrial;
Other waste (specify): Not adding additional flow
2. Please provide a one or two word description speciN-ing the origin of the wastewater, such as school, subdivision, hospital,
commercial, industrial, apartments, etc.:
3. Indicate any parameter(s) (and their 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
FORM: GSPSA 11/93 Page 1 of 8

5. If a pretreatment permit is required, has one been issued?
pretreatment permit. If No, when will one be issued:
N/A yes No. if yes, please attach a copy of the
6. Volume of wastewater generated by this project: N/A Gallons per day.
7. Explanation of how wastewater volume was determined: No additional wastewater will be
generated. All the sewer line construction will be for the relocation of the
existing force main sewer pipe.
IV. DESIGN INFORMATION:
1. Brief project description: Relocation of 377 LF of 14" PVC force main sewer under
the culvert over Mill Creek along NC 22.
2. Name of wastewater treatment facility receiving wastewater. MQwasa Dater Pollution Central Plant
a. Facility Permit Number. NC 0037508
b. Engineer should provide statement of his evaluation of downstream sewers ability to accept the wastewater:
N/A
C. Permit Number for sewers immediately downstream: N/A
d. Pipe diameter of sewers immediately downstream: N/A
3. Summary of sewer pipe to be permitted, by diameter size and pipe material:
Diameter
(in)
Length
(linear feet)
Pipe
Material
Circle C or
N Factor &
Specify
Value
Minimum
Slope (%)
Maximum
Slope (%)
Minimum
Velocity
(fps)
Maximum
Velocity
(fps)
Minimum
Cover (in)
I
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
For private sewers the minimum diameter is 6 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor spacing shall be a maximum of: 36 feet
separation for slopes of 21% to 35%; 24 feet separation for slopes of 36% to 50%; 16 feet separation for slopes greater than
50%.
For velocities greater than 15 fps, it is strongly recommended that measures be considered which will Drotect 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?
FORM: GSPSA 11/93 Page 2 of 8

V . PUMP STATION INFORMATION
1. Pump Station No. or Name:
2. Name of closest downslooe surface waters:
(A separate sheet 4 of 8 should be submitted for each pump station)
*
3. Classification of closest downsiooe surface waters:
Commission & specified on sheet 5 of 8 of this application).
(as established by the Environmental Management
4. In accordance with 15A NCAC 2H .0219 (h)(3), describe the measures that are being implemented to prevent impacts on
downslope surface waters, should a power failure occur at this pump station. NOTE: Alternative power .MI LJST be
addressed for every pump station in accordance with the above regulation.
5. What size pumps are provided: * GPM; and how many?
6. What is the design total dynamic head? * feet
7 How many pumping cycles will occur at average daily flow? cycles per hour.
NOTE: 15A NCAC 2H .0219 (h)(2) requires 2 to 8 pumping cycles per hour be achieved at average daily flow.
8. The following items are typically required in the design for pump stations. Check the appropriate blank to signify that
these items have been provided in the design plans/specifications:
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 (one choice may be specified) Audible and Visual Auto Dialer
9. Summary of force main to he nermitted_ by diameter size and nine material -
Diameter
(in)
Length
I (linear feet)
Pipe
Material
High
Elevation
(ft)
Low
i Elevation
tFt)
! �iin11r,um 1
I Velocity
I (frs)
'N:aximum I Minimum
I , eloci[y I Cover (in) I
s)
14"
377
PVC
344.5
333
i 361' t
!
I
i
I
I j
10. Are air release valves provided at all high points along t ;e force main (must he provided where ,he elevation difference
exceeds 10 feet)'? X yes _ no
11. Is pump station subject to flooding?NJA- yes no. I:` yes. what treasures are being taken to protect against flooding?
12. If subject to flooding, specify the 100-year flood elevation: N/A
Feet MSL
13. Are there existing or planned pump stations downstream of this station'? Yes X No. :yes, the em6neer shall
evaluate the ability of those pump stations to adequately handle the subject tlows and shall include that evaluation as an
attachment to this application.
* Relocation of existing force main sewer pipe is in conflict with roadway
construction. No pump station modifications are involved on this project.
FORA: GSPSA 11/93 Page 4 of 8 (See Attachment)

5. Maximum sewer reach length between manholes: N/A linear fee:.
6. This sewer line segment occurs between manhole do. N/A and manhole no.
7. Does the owner/operator have the ability to clean this length? N/A Yes No. For sewer reach lengths grr
than 425 feet, please provide a letter from the owner/operator, stating the ability to clean the specified reach and include
equipment specifications.
8. Sewers subject to existing or planned traffic bearing loads? Yes X No. If ves, what measures are beine taken
to enable the sewers to withstand the loads?
9. Outside drop manholes are provided where inven separations exceed: N/A :get (provide for separations > or = 2.5')
10. Identify (by manhole number) those manholes that have drop connections: N/A
11. Maximum allowable infiltration/exftltration test rate: 100 GPD/pipe diameter inch/mile of pipe.
NOTE: Must not exceed 100 GPD/pipe diameter inch/mile of pipe.
12. Minimum separation distances as shown on the plans or addressed in the specircations. If a, b, or c below is no, explain
in an attachment (This section must be completed for all collection systems including force mains and pressures sewers):
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. horiz. sep. from water mains or 18 in vertical sep. (water over sewer) or ferrous pipe specified? X Yes
13. Are manholes subject to flooding? N/A Yes No. If yes, are manhole :gym elevations 1 foot above 100-year flood
level. (100 year flood elevation should be indicated on plans) Yes No: Or, are manholes watertight and vented 1
foot above the 100-year flood elevation ( should be shown on plans): Yes No V
14. Identify (by manhole number) those manholes :hat are vented:
15. Does this project involve any stream crossings? Yes X No. If yes, wcat precautions or special features have been
utilized to ensure protection of the sewer line and not restrict stream flow? Idenufv the sheet of the plans and station
number where stream crossings are located:
Please note: The Division recommends all stream crossings be located three (3) feet below the stream bed or ferrous
material pipe be specified. In addition, all aerial stream crossings must be located above the 25-year flood elevation. Both
the 25-year flood elevation and the 100-year flood elevation should be indicated on the plans.
16. Sewers ma' ngt be installed in WS-I watersheds. Are any of the subject was�t--water collection systems located in a WS-1
watershed? Yes X No.
17. Miscellaneous comments:
FORA: GSPSA 11/93 Pa;e 3 of 8

This form must be completed by the appropriate .DENT regional office and included as a part of the project
submittal information.
INSTRUCTIONS TO NC PROFESSIONAL ENGINEER:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward)
in which these sewers will be constructed must be determined by the appropriate DEM regional office. Therefore. %ou are
required, prior to submittal of the application package, to submit this form, with items 1 through 7 completed, to
the appropriate Division of Environmental Nfanagement Regional Water Quality Supervisor ;see cage 8 of S). At a
minimum, you must include an 8.5" by 11" copy of the portion of a 7.5 minute (SGS Topographic `.Tap which shows the
location of these sewers and the downslope surface waters in which they will be located. Identify the closest downslope
surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and
submit the application package.
1. Applicant (specify name of the municipality, corporation, individual, etc.):
2. Name & complete address of engineering fum:
Telephone number. (
3. Project name:
4. Name of closest downslope surface waters:
5. County(s) where sewers and surface waters are located:
6. Map name and date:
7. NC Professional Engineer's Seal, Signature, and Date:
TO: REGIONAL WATER QUALITY SUPERVISOR
°lease provide me with the classification of the watershed where these sewers will be constructed, as identified on the attached
,nap segment:
Name of surface waters:
Classification (as established by the Environmental Management Commission):
I oposed classification, if applicable:
Signature of regional office personnel:
+.All attachments must be signed)
Date:
FORM: GSPSA 11/93 Page 5 of 8

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 one copy of the completed and appropriately executed application form. If modifications to the form are
required as a result of additional information reauests by the Division, the additional information must be transmitted under
Lhe signature of the applicant and the actual modification must be initialed by the NC Professional Engineer.
Two (2) 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, 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. Two (2) copies of the
existing permit if a modification. The plans and specifications must not contain phrases (such as: FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. However,
the plans and specifications may contain: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
C. Two 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 NC Professional Engineer.
d. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5). The fee for sewer extensions for
nondelegated municipalities is S400. The fee for sewer extensions for delegated municipalities (applies only to those
governmental jurisdictions that have specific delegation review authority, as granted by the- Environmental Management
Commission) is S200. Name changes without other modifications are S100.
e. If the owner/authority of the wastewater treatment facility kNVWTF) 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 pi ans/ specifications.
f. If the application is being submitted in the name of a privately owned public utility, evidence must be submitted from the
Utilities Commission which demonstrates that the utility is authorised to hold the franchise for the area to be sen!ed. In the
case of contiguous service areas, evidence must be provided from the Utilities Commission acknowledging these areas are
covered under an existing franchise.
g. A properly executed Operational Agreement (original and one copy - form provided by DEM) 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.
h. The downslove surface waters classification must be determined by the appropriate DEM regional office, using page 5 of 8 of
this form, prior to the submittal of the application package to the Water Quality Permits and Engineering Unit. Once the
regional office has completed the classification, page 5 of 3 should be reincorporated into the application package and the
entire application package may then be submitted to Water Quality Permits and Engineering Unit.
i. A cover letter, which briefly describes the project. should be included with each application package. If necessary for clarity,
feel free to include attachments to the application form. Such attachments will be considered as part of the application and
should be numbered to correspond to the section to which they refer.
j. All materials and fees submitted in support of this request for a permit become the property of the Division of Environmental
Management: therefore, if the permit is not issued for any reason, the Division will return submitted materials only at its
option.
FORM: GSPSA 11/93 t at3 e 6 oc `'

Name and Complete Address of Engineering Firm: NC DOT — Design Services
City: Ra1c-Jgh State: NC p: 27611
Telephone Number. ( 919 250-4128
Professional Engineer's Certification:
Ronald B. Wilkma�, P.E. attest that this application for force main sewer relocation
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 f inher attest :bat nest of my kmowiedge
the proposed design has been prepared in accordance with the applicable regulations. AlLtough 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 dei�WA1nrrr,'1
o`��� B1�''�.
North Carolina Professional Engineer's Seal, Signature, and Date: AR �. ...A D
IZ
applicant's Certification:
1, Bob Boyette , attest that this application for force main sewer relocation
has been reviewed by me and is accurate and compiete to the best of my knowledge. I understand that if all required parts of
application are not completed and that if all required supporting information and attachments are not included, this application pack -a —
will be returned to me as incomplete.
S ienature
1 ate `/!!g / L
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
VATERI:iLS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH O.�ROLIN:� DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
?ER:�IITS AND ENGINEERING UNIT
?OST OFFICE BOX 29535
RALE IGH, NORTH CAROLINtA 27626.0535
TELEPHONE NUMBER: [phone]
FORM: GSPSA 11/93 Page 7 of 8

DIVISION OF ENVIRONMENTAL MANAGENIENT REGIONAL OFFICES (11/93)
Asheville Regional WQ Supervisor
59 Woodlin Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Washington Regional WQ Supervisor
Post Office Box 1507
Washington. NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bettie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Cturiwck
Perquimans
Dare
Pitt
Cates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North :Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
Post Office Box 27687
Raleigh, NC 27611
[phone]
F ax [phone]
Chatham
Nash
Durham
Northampton
Fdgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive 'Extension
i'Imingion, INC 28405-3845
[phone]
Fax [phone]
Anson
Moore
Alexander
Mecklenburg
Brunswick New Hanover
Bladen
Robeson
Cabarrus
Rowan
Carteret Onslow
Cumberland
Richmond
Catawba
Stanly
Columbus Pender
Harnett
Sampson
Gaston
Union
Duplin
Hoke
Scotland
Iredell
Cleveland
Montgomery
Lincoln
Winston-Salem Regional WQ Supervisor
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
[phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORA: GSPSA 11/93 Page S of 8

i . :.
SUBJECT: Project No. 8.156010 (B-2057)
Moore County
Culvert and Approaches on NC 22 over Mill Creek in Southern Pines
RE: 14" force Main Sewer Relocation Along NC 22
HAZEN-WILLIAMS HEAD LOSS FORMULA
HF = Head Loss (Feet)
L = Length of Pipe (Feet)
Q = Flow Rate (gpm)
C = Roughness Coefficient (Dimensionless)
D = Inside Pipe Diameter (Inches)
LEQ= Equivalent Length of Fittings (Feet)
C = 140
D = 12.67"
Adding (8) - 45° Bends - 8*(8.09') = 64.72'
Additional Pipe due to Vertical Relocation - 20'
Additional Pipe due to Horizontal Relocation - 20'
LEQ = 64.72' + 20' + 20' = 104.72'
HF = (10.54 * LEQ * Q1.85)/(C1.85 * D4.87)
Q(gpm)
H
100
.0025'
150
.0053'
200
.0091'
250
.0137'
300
.0192'
FORCE MAIN SEWER RELOCATION
The pumps for the existing 14" PVC force main sewer will not be adversely affected due to
the relocation of the 14" force main sewer pipe. Eight (8) new 45' bends will be added to the
line. The total equivalent length of pipe added to the system due to the additional bends will
be 64.7'. Also due to the vertical and horizontal relocation adjacent to NC 22 approximately
40' of pipe will be added to the system. The additional head loss due to this relocation will
be from 0.0025' @ 100 gpm to 0.0192' @ 300 gpm using the Hazen -Williams Head Loss
Formula. The efficiency of the existing pumps will not be adversely affected.

MEMO TO: State Review Group
Division of Environmental
Management
FROM: M. J. Noland Fayetteville Regional
Regional Supervisor iff'joee
SUBJECT: Procedure Four (4) 11 1 92
WQ0007197 000
"' Date
Wastewater Pumping Station hage
Sewer Extention - Public
Moore County
State Review Group Review
Engineer Bill Hoffman
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
4) Compliance Information:
Expiration Date: 04/30/97
Present treatment plant performance
for previous 12 months - beginning 11/O1/91
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
150,000 GPD
domestic 100% industrial ; other
6) Volume from previously approved projects not yet tributary to
WWTP 119,415_ GPD
7) Regional Recommendations: Approval X Denial
MJN/RR/rr
Enclosure

uw�lv1992NOV 5 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
November 4, 1992
MAYOR B1111, MACKEY
TOWN OF CARTHAGE
PO BOX 842
CAKI'HAGE, NORTH C;AROLINA 28327
Subject: Application No. WQ0007197
Wastewater Pumping Station
Sewers -Public
Moore County
Dear MAYOR MACKEY:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on November 3, 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 Bill Hoffman 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 Bill Hoffman at [phone].
cc: Fayetteville Rea onal Office
Hobbs Upchurch & Associates
Sincerely,
Don d , P.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

Permit iVo.
Project Name
Type of Project
Title
First Name
Last Name
Applicant
Address
City
State
Zip
Consulting Engineer
Date Received
Acknowledgement
Payor
Fee Received
Check No.
Refund Due
Refund Requested
County
Region
Reviewer
CommentsBenny
W00007197
Wastewater Pumping ti n
Sewers -Public
MAYOR
BILLIE
MACKEY
TOWN OF CARTHAGE
PO BOX 942
CARTHAGE
NORTH CAROLINA
28327
Hobbs Upchurch & Associates
November 3 1992
November 4 1992
Hobbs Upchurch
400
3588
Moore
Fayetteville
Bill Hoffman
Goetze. . is requesting a NEW
pplication from the Town. You will receive a NEW application
hen he receives it. If you have questions, please call Benny
oetze in the Central office. Ext. 625. NCO (cc: B.H./ B.G.)
NV

State of North Carolina CONSTRUCTION GRANTS SECTION
Department of Environment, Health, and Natural ResopKCWRING 0WAGEMENT UNIT
Division of Environmental Management
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):
Town of Carthage
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance):
Ms. Billie M. Mackey, Mayor, Town of Carthage
3. Mailing Address: Post office Box 842
City: Carthage
State:
Telephone No.: 9( 19 ) 947-2331
NC
28327
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Wastewater Pumping System
5. Application Date: 11-3-92
7. County where project is located:
II. PERMIT INFORMATION:
Moore County
b. Fee Submitted: S400.00
1. Permit No. (will be completed by DEM): LL�Q000 r7 ( cl 7
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 1 of 10

GRAVITY SE�X"E,R EXTENSIO & PUNLP STATIOti
PAGE 2 (4/'91;
III. INFORMATION ON WASTEWATER:
I . Mature of Wastewater. 100 %Domestic; po Comme�ial;
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.:
100% Town of Carthage Wastewater Flow
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: 150,000 gallons per day
6. Explanation of how wastewater volume was determined:
201 Facilities Plan Update
IV. DESIGN INFORMATION:
1. Brief project description: Project includes two (2) wastewater pumping systems
and approximately 61,500 LF 8" force main to pump sewer to existing
MoWASA collection system.
Moore Water Pollution
2. Name of wastewater treatment facility receiving wastewater. Control Facility
a. Facility permit no.: NPDES #NC0037508
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: As per statements in the 201 Facilities
Plan Update, MoWASA's engineer has verified that the downstream
sewers can adequately accept the proposed flow.
2 of 10

GRAVITY SENVER EXTENSION & PUMP STATION
?.AGE 3 (4/9'.
3. Summar; of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor s used and circle C or N below: N
Dia. Length Pipe x&or N N En. Max. .14uumum Max. Minimum
(In.) (Lin. Ft) ?Material Factor Slope Fc Slope Fc Velocity (fps) Vel.(fps) Cover (in)
8 1155 PVC 0.011 1.00 1.75 4.09 5.41 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 509c;
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: 389.16 linear feet.
6. This sewer line segment occurs between manhole no. 2 and manhole no. 3
7. Does the owner/operator have the abihry 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?
Not Applicable
9. Outside drop manholes are provided where invert separations exceed: 2.5 feet.
10. Identify (by manhole number) those manholes that have drop connections:
Not Applicable
3of10

11
12
GRAVITY SEw LR EX i EtiSION & PUNT STATION'
PAGE 4 (4/91)
Maximum allowable infiltrabon/exfiltration test rate: 200 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? 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, N/A 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): N/AYes —No
lb. Identify (by manhole number) those manholes that are vented: Not Applicable
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: Force main will be constructed under stream and
encased in concrete.
4 of 10

GRAVITY SEWER F.'{TENSIGN & PL,\1P STATION
PAGE 5 of 10 (4/'91)
V. P[ 11P STATION ItiFOR`LATIO`
:. Pump Station No.: 1 (A separate sheet V.1 through V..S should be
submitted for each pump station)
_'. Name of closes: dow•nslope surface waters: Killetts 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 his 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: Existing lagoon to be abandoned as
treatment facility will be converted to equalization basin.
5. What size pumps are provided?
6. How many pumps are provided?
350
Two (2)
GPM
7. What is the maximum capacity of the pump station? 1,008,000 GPD
8. What is the design total dynamic head? 231 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 x
Wet Well Vented with Screen x
Fillets in Wet Well x
Check Valves and Gate Valves x
Security Fencing x
Lockable Wet Well Cover x
Area Light x
I IOV Electrical Convenience Outlet x
Flood/Buoyancy Protection x
High Water Alarm x Audible and Visual Auto Dialer
11. Summary of fore main (by diameter size and pipe material):
Diameter Length Pipe High Low Minimum Maximum Minimum
(Inches) (Linear Ft) tiiaterial Elevation Elevation Velocity(fps) Vel.(fps) Cover (in)
8 18255 PVC 520.50 373.50 2.24 2.24 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? Not Applicable
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. Pump station fit as designed in this project will.
adequately handle the flow.

GR.-k �. SEV, -R E..�NS?ON & P ALP ST.� . iO\.
PAGE 5 (-1i91 ;
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number
below and on the attached map segment:
Name of surface waters: Killetts Creek
Classification (as established by the Environmental Management Commission): C
Proposed Classification, if applicable: C
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 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 I F 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
2
Applicant (corporation, individual, or other ): Town of Carthage
Name and Complete Address of Engineering Firm:
Hobbs, Upchurch & Associates, Inc., P.O. Box 1737
City: Southern Pines State
Telephone No. [phone]
NC
3. Project Name: Wastewater Pumping System
4. Pump station design flow:
1,008,000
Zil): 28388
GPD; 350 GPM
5. Name of closest downslope surface waters: Killetts Creet
6. County(s) where project and surface waters are located: Moore
7. Map name and date:
USGS "Carthage" 1974
8. North Carolina Professional Engineer's Registration No. 17651
9. Print Name of Engineer
Bill Lester, Jr., P.E.
10. Seal and Signature (specify date):
C, . 01
E
: c
176f1 ;

GRAVITY SEWER E,' ENSION 3: PUNT STATION
PAGE 5 of 10 (4/91)
V. PUMP ST.� I INFORNIATIO
:. ?umD Station. `o.: 2 (A separate sheet V.l through V.15 should be
submitted for each gum station)
Name of c:oses: cownsloue surface waters: Wads 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 Lin 15A NCAC 2H .0200:
On -site emergency generator
5. What size pumps are provided? 375 GPM
6. How many pursps are provided? Two (2 )
7. What is the maximum capacity of the pump station? 1,080,000 GPD
8. What is the design total dynamic head? 214 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 X
Wet Well Vented with Screen X
Fillets in Wet Well X
Check Valves and Gate Valves X
Security Fencing X
Lockable Wet Well Cover X
Area Light X
I IOV Electrical Convenience Outlet X
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) -iaterial Elevation Elevation Velocity(fps) Vel.(fps) Cover (in)
8 43040 PVC 500.50 433.00 2.40 2.40 36
8 183 DIP 500.50 433.00 2.40 2.40 18
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? Not Applicable
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.
J

GR ',,'1Ti' S EV, �_ .: \S:Oti sc pr �L� S T A- 10N
PAGE 5 (Ii9l
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of :he su—r ace waters identified in number 5
below and on the attached map segment:
Name of surface waters.
Wads Creek
Classification (as established by the Environmental Management Commission): WS-III
Proposed Classification, if applicable:
WS-III
Signature of regional office personnel: -- Date:
r STRUCTIONS TO ENGLNEER
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
2
Applicant (corporation, individual, or other): Town of Carthage
Name and Complete Address of Engineering Firm:
Hobbs, Upchurch & Associates, P.A., P.O. Box 1737
City: Southern Pines State:
Telephone No. [phone]
3. Project Name:
NC
Wastewater Pumping System
r
4. Pump station design flow:
GPD;
Zip: 28388
375 GPM
5. Name of closest downslope surface waters: Wads Greek
6. County(s) where project and surface waters are located: Moore
7. Map name and date:
USGS "Carthage" 1974
8. North Carolina Professional Engineer's Registration No.
9. Print Name of Engineer Bill Lester, Jr., P.E.
10. Seal and Signature (specify date):
17651
�•.•`'�N CARpZ,
'17 6 51
<< •L ES���'
'''-Its ��_3_ �z

DB'LSION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES 0/91)
Asheville Regional WQ Super.
Washington Regional WQ Super.
Raleigh Regional WQ Super_
59 Woodfin Place
P O Box 15b7
3800 Barren Dr., Suite 101
Asheville, NC 28802
Washington, NC 27889
Raleigh, NC 27609
704/251-6208
919/9 6 81
91W733-2314
Avery Macon
Beaufort Jones
Chatham Nash
Buncombe Madison
Bate Lenoir
Durham Northampton
Bums McDowell
Camden Martin
Edgecombe Orange
Caldwell Mitchell
Chowan Pamlico
Franklin Person
Cherokee Polk
Craven Pa_squotank
Granville Vance
Clay Rutherford
Currituck Perquimans
Halifax Wake
Graham Swain
Dare Pitt
Johnston Warren
Haywood Transylvania
Gates Tyrell
Lee Wilson
Henderson Yanry
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 28405-3845
919/486-1541
704/663-1699
919/395-3900
Anson Moore
Alexander Mecklenburg
Brunswick New Hanover
Biaden Robeson
Cabarru Rowan
Carteret Onslow
Cumberland Richmond
Catawba Stanly
Columbus Pender
Hamett Sampson
Gaston Union
Duplin
Hoke Scotland
lredell Cleveland
Montgomery
T incoln
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
9191761-2351
Alaffm=
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Sury
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
7 of 10

GRAV1T`:' SEWTR 7- : \S1C` &- ?? LLD S 7 A : iQN, -
PAGE 8 i4191,
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMEN-T UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLtiDED WITH THE SUB` MAL
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 (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 WW7F 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 &- PLT% P STATION
PAGE 9 (4/91)
Name and Complete Address of Engineering Firm: Hobbs, Upchurch & Associates, P.A.
Post Office Box 1737
City: Southern Pines
Telephone No.
[phone]
Professional Engineer's Certification:
S tare:
NC
Zip:
I, Bill Lester, Jr. , attest that this application for
Wastewater Pumping System 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 Bill Lester, Jr., P.E.
Seal and Signature (specify date):
17651
Applicant's Certification:
I, Billie M. Mackey, Mayor , attest that this application for
Wastewater Pumping System
SSI
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 Op., , ct 4 � Date 11-3-92
THE Ci9MPLETED APPUCATION"PACKAGE, INCLUDING ALL SUPPORTING
)RMATION 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 EX-ItNSION &- PUMP S :'AiTC;;
PAGE 10 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
C4 i GORY
NEW APPLICATIONS/
RENEWALS WT HOliT
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
S400
$200
< or = 1,000 GPD and
' Single Family Dwelling
$240
$120
Sludge < or = 300 Acres
S400
$250
Sludge > 300 Acres
$400
$250
Sewer Extensions
(nondelegated)
S400
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

f
DIVISION OF ENVIRONMENTAL MANAGEMENT
November 9, 1992
M E M O R A N D U M
TO: Bill Hoffman, Supervisor
Design Management Unit ° 9
r
FROM: M. J. Noland, Regional Supervisor
Fayetteville Regional Office `` MY
SUBJECT: Town of Carthage r�
Pump Station/Force Main
Project No. C5370804-01
Moore County
Our office has recently reviewed the Town's updated 201 Facilities Plan
and the treatment alternatives available to the Town. Based on this review,
it is our conclusion that the best alternative is to pump to the Moore County
regional plant and eliminate the Town's existing discharge.
The Town's current discharge point is Killets Creek which has a 7Q10 of 0
CFS. The present NPDES permit contains interim and final effluent
limitations, with the final limits (BOD 5; NH3-2) effective August 1, 1994,
thus establishing a schedule for compliance by that date.
Our office has also received a request for a Procedure 4 from Permits and
Engineering (WQ0007197) for which we will recommend approval.
The majority of the area in which this line will be constructed is in a
water supply\water shed, and stand-by power must be provided.
By copy of this memo, we are advising Health Services, Water Supply
Branch that the plans are in our office for their review.
Should you have any further questions, please contact Tommy Stevens at
[phone].
MJN/KTS/mla
cc: Debra Benoy