WQ0009680_Permit (Issuance)_19940816

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
Mr. M. J. Noland, Director
PWC of the City of Fayetteville
P.O. Box 1089
Fayetteville, NC 28302-1089
Dear Mr. Noland:
August 16, 1994
7374711511r•
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IVialVir
• AUG 23 1994 A
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Subject: Permit No. WQ0009680
PWC of the City of Fayetteville
Wells Place Subdivision, Phase 10
Sewer Extension
Cumberland County
In accordance with your application received July 6, 1994 we are forwarding herewith Permit No.
WQ0009680, dated August 16, 1994, to the PWC of the City of Fayetteville for the construction and
operation of the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Mr. Randy Kepler at [phone].
Sincerely,
A. Presto Howard, Jr., P.E.
cc: Cumberland County Health Department
Fayetteville Regional Office
Godwin - Jordan and Associates
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

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
PWC of the City of Fayetteville
Cumber land County
FOR THE
construction and operation of approximately 3,060 linear feet of eight inch gravity sewer, 1,319 linear feet
of fifteen inch gravity sewer, a 190 GPM pump station with duplex pumps, high water alarms, and
approximately 1,225 linear feet of six inch force main to serve 54, three bedroom homes in Wells Place
Subdivision, Section 10, and the discharge of 19,440 GPD of collected domestic wastewater into the
PWC of the City of Fayetteville's existing sewerage system, pursuant to the application received July 6,
1994, and in conformity with the project plan, specifications, and other supporting data subsequently filed
and approved by the Department of Environment, Health and Natural Resources and considered a part of
this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the Rockfish Creek
Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Environmental Management accompanied by an application fee, documentation from
the parties involved, and other supporting materials as may be appropriate. The approval of this
request will be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.

7. Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. Mail the Certification to the Water Quality Permits and Engineering Unit,
P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Environmental Management, in accordance with North
Carolina General Statute 143-215.6(a) to 143-215.6(c).
10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
11. The Permittee shall provide for the pump station and force main the following items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved per hour in the
pump station,
b. An air relief valve located at all high points along the force main,
c. A screened vent for the wet well,
d. Fillets located in the wet well at the intersection of the flooring and sidewalls,
e. Three feet of cover (minimum) over the force main or the use of ferrous material where three
feet cannot be maintained,
f. Sufficient devices which will protect the pump station from vandals, and
g. Flood protection if the pump station is located below the 100-year flood elevation.
12. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
13. NONCOMPLIANCE NOTIFICATION:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number 486-
1541, as soon as possible, but in no case more than 24 hours or on the next working day
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
15 days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
2

ft
Permit issued this the sixteenth day of August, 1994
•
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Prestc4r( Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0009680

f
Permit No. WQ0009680
August 16, 1994
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, , for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date

E
rKo
MEMO TO: State Review Group
FROM: Ricky Revels ALjb R,-Ja
Environmental Technician
SUBJECT: Procedure Four (4)
WQ0009680
Wells Place - Section X, Phase I
Sewer Extension - Public
PWC/City of Fayetteville
Cumberland County
Division of Environmental
Management
Fayetteville Regional*
Office
7/20/94
Date
State Review Group Review
Engineer Randy Kepler
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
PWC of Fayetteville - Rockfish Creek Wastewater Treatment Plant
2) WWTP design capacity 12.0 MGD
3) NPDES Permit No.: NC0050105 Expiration Date: 05/31/96
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 6/93
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers: 19.440 GPD
domestic 100% ; industrial ; other
6) Volume from previously approved projects not yet tributary to
WWTP 3.543.473 GPD
7) Regional Recommendations: Approval
RR/rr
Enclosure
X Denial

GKEX88/MP .
COMPLIANCE EVALUATION ANALYSIS REPORT
O7/i9/94
PAGE i
PERMIT--NC005Oi05 PIPE--OOi REPORT PERIOD; 9306-9405 LOC--- E
FACILITY--FAYETTEVILLE - PWC ROCKFISH CK DESIGN FLOW-- 12.0000 CLASS--4
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
50050 0000 00530 00610 006 50060 08300 TCP3B
MONTH Q/MGD DOD RE%/T%% NH3-N FEC COW CHLORINE DO CERI7DPF
LIMIT F 7.8000 F ii.88 F 30.0 F i.00 F 200.0 NOL NOL NOL
93/86 5.4300 2.50 3.5 .ii 154.0 .7i0 8.0
93/87 5.8709 2.49 4.O .i8 172.3 .643 8.53 i
93/08 5.5774 2.07 3.2 .06 45.6 .597 8.43
93/09 6.3933 1.74 1.5 .08 79.7 .325 8.2O
93/i0 6.874i 2.00 .9 .ii i5.O .367 9.ii i
LIMIT F 7.0000 F 22.00 F 30.0 F 2.00 F 280.0 NOL NOL NOL
93/11 6.9400 1.88 .9 .iO 45i.i .278 9.28
9302 6.8225 1.39 .9 .ii 29.7 .604 9.68 i
LIMIT F12.0000 F 12.00 F 3O.0 F 2.00 F 200.O NOL NOL NOL
94/01 7.1354 2.53 1.2 .5i 12.3 .324 i0.52 i
94/02 7.iO00 2.73 i.4 .21 51.3 .349 iO.46
94/03 7.5709 3.7i 1.2 .09 46.2 .363 9.52
LIMIT F12.0000 F 6.00 F 30.0 F i.00 F 200.0 NOL NOL NOL
94/04 7.0600 2.13 1.0 .04 95.9 8.57 i
94/85 6.7483 3.20 i.5 .47 24.7 9.56
AVERAGE 6.6269 2.36 1.7 .i7 73.1 ^456 9.23 i
MAXIMUM 9.5000 6.70 8.6 2.80 i4i5.0 1.710 11.60 i
MINIMUM 4.5000 .20 .i .83 .0 .020 6.20 i
UNIT MGD MG/L MG/L MG/L 4/iOOML UG/L MG/L PA%%/FAI

GKEX88/MP .
COMPLIANCE EVALUATION ANALYSIS REPORT
07/i9/94
PACE 2
PERMIT--NC005Oi05 PIPE--00i REPORT PERIOD1 9306-9405 LOC--- E
FACILITY--FAYETTEVILLE - PWC ROCKFISH CK DESIGN FLOW-- 12.0800 CLA%%--4
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
8000 00400 00600 00665 0042 0051
MONTH TEMP PH TOTAL N PHO%-TOT COPPER LEAD
LIMIT NOL 9.0 6.8 NOL NOL NOL NOL
93/06 23.i8 7.8-7.2 0.800 2.3000 .0000 .O0OO
93/07 24.66 7.8-7.0 i8.000 i.7000 .0000 .000.2)
93/08 25.i3 8.0-7.4 17J00 1.8000 46.0000 .0OOO
93/09 24.i9 8.0-7.3 14.i00 2.i0O0 .0000 .00011)
93/i0 0.57 7.9-6.8 16.600 i.9000 ii8.0000 .000O
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL
93/11 20.70 7.8-7.4 12.300 2.0000 3i.0000 .000O
9302 i8.55 7.7-7.0 i4.900 1.8000 35.0000 .0000
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL
94/01 16.55 8.i-7.0 12.300 1.7000 .0080 .0OOO
94/02 16.20 17.300 1.6200 .00OO .0000
94/03 17.47 7.4-6.6 i4.700 i.5000 .O080 .0000
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL
94/04 19.60 7.9-7.O 15.600 1.5600 .0000 .0oo0
94/05 0.33 7.7-6.7 i7.800 i.8iOO .00OO .000O
AVERAGE 28^76 i5.458 i.8i58 19.1666 .0000
MAXIMUM 27.00 8.iO0 i8.000 2.3000 ii8.0000 --------
MINIMUM 15.00 6.600 12.300 1.5000 3i.8800 _______
UNIT DEG .0 %U MG,/L MG/L UG/L UG/L

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
July 6, 1994
MR M.J. NOLAND
PWC/FAYE'FIEVILT F
PO DRAWER 1089
FAYET1'LVILLE, NORTH CAROLINA 28302
Dear MR NOLAND:
JUL 8 1994
ENV. MANA3sMtENT
FAYETTEVILLE REG. OFFICE
Subject: Application No. WQ0009680
Wells Place
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on July 6, 1994. This application has been assigned the number listed above.
PLEASE REFER TO THE ABOVE WATER QUALITY NUMBER WHEN MAKING INQUIRES
ON THIS PROJECT.
Your project has been assigned to Randy Kepler for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with an additional information letter.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact Randy Kepler at [phone].
cc:
cerely,
olyn M askill
Supervise State Engineering Review Group
Fayetteville Regional Office
Godwin -Jordan & Associates
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER. EXTENSION
PUMP STATIONS, AND PRESSURE SEWERS
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Mr
Director of Water Resources
M.J. Noland
3. Mailing Address:
508 Person Street (P.O. Box 1089)
city: Fayetteville
State: N.C. Zip: 28302-1089
Telephone No.: (910 ) 483-1401
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Wells Place Subdivision Section 10
5. Application Date: June 16, 1994 6. Fec Submitted: $ 400.00
7. County where project is located: Cumberland
II: PERMIT INFORMATION: ^�C
1. Permit No. (will be completed by DEM): Van
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.
o -
�- ri
r` =-0-0
01 Po •C')
rrl1-1/
I. GENERAL INFORMATION: rri
Public Works Commission of the iel o
1. Applicant (corporation, individual, or other ): City of Fayetteville ca
u4
--m
FORM: GSPS 4/91 Page 1 of 10

O AVI lY SEWER EXTENSION & PUMP STATION
PAGE 2 (4/91)
•,r
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.:
Residential Subdivision
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels: None
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
Present flow =19440
5. Volume of wastewater generated by this project: Immediate future =3 gatlans per day
6. Explanation of how wastewater volume was determined: Present: 54 residential
lots at 360 gallons per day = 54 X 360 = 19,440 gallon per day.
Immediate future: Additional 49 lot addition totaling the flow of
(54 + 4Y) (360)or 37080 gpd.
IV. DESIGN INFORMATION:
L.01
1. Brief project description: This proj ect is a 54kresidential subdivision with
expansion to total of 103 lots. The proposed lift station will be activated
when the plans for the balance of the subdivision (49 lots) are submitted
and approved by both PWC and the Department of Environment, Health and
Natural Resources.
2. Name of wastewater treatment facility receiving wastewater. Rockfish
a. Facility permit no.: NC 0050105
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: The flow from this development will be received
by a lift station and subsequently discharge into existing 8"
gravity downstream. The downstream 8" sewer has reserve capacity to accomidate
the flow from the development.
2 of 10

10. Identify (by manhole number) those manholes that have drop connections:
GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 3 (4/91)
'3. Summary of sewer pipe by diameter siie°and pipe material. Indicate here 'Whether C
factor or N factor is used and circle C or N below: N
C or N Min. . Mak.. Minimum: -: Max , ' Minimum
Dia. -: -Length � Pipe .:... s
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel. (fp ) Cover (in)
013 .0.40 6.16 .2 3.$ 48
_L5 1318.75 VC 0.013 0.62 0.62 2
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%;
o. 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?
slopes are less then 6.16%
5. Maximum sewer reach length between manholes: 415 linear feet.
6. This sewer line segment occurs between manhole no. 1 and manhole no. 2
7. Does the owner/operator have the ability to clean this length? X Yes No.
8. Sewer subject to existing or planned traffic bearing loads? X Yes No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
The sewer is designed to have a minimum of 48" cover to prevent point
loading on the pipe.
9. Outside drop manholes are provided where invert separations exceed: 2.5 feet.
N/A
3 of 10

13. Are manholes subject to flooding?
""' `=' `GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 4 (4/'91)
r + ' ?i fir •" i
11., M
..az n i ii allowable infiltration/exfiltration test rate: 100 GPD/ pipe dia. in./ mile.
xyy n;Notc:`Must not exceedn0(KGPD/pipe dia. in./ mile.
100
'-=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? % Yes _ No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified?
X Ycs _ No
c) 10 ft. horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified? A Yes _ No
•X Ycs No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, % Yes _ No
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans): - _Ycs _ No
16. Identify (by manhole number) those manholes that are vented:
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

L11 .P1 V l l 1 JG �'�' 1,I\ G/\ 1 L:1 `\,) 1\Ji t <�
["VIVLI" J 1 t% 11Vi'l
V. PUMP STATION INFORMATION
Wells Place Subdivision
1. Pump Station No.: (A separate sheet V.1 through V.15 should be
submitted foreach pump :station)
2. Name of closest downslope surface waters:
Unnamed Tributary to Little Rockfish
g (as established
3. Classification of closest downslope surface waters:ap
by the Environmental Management Commission &ispecified on p a c 6 of this ic.).
4. If a power failure at this pump station could impactikaters classified as WS; SA;:B; or
SB, describe which of the measures are bein aplemented to prevent such impact, as
required in 15A NCAC 2H .0200:
Creek
5. What size pumps arc provided?
3" Duplex Gorman -Rupp Pumps GPM190 Each
6. How many pumps arc provided?
Two
7. What is thcrtaximum capacity of the pump station? 37,080 Gx pumps cap. = 240 GPM
•
PD
8 . What is the design total dynamic head? 48 feet
9. How many pumping cycles will occur at the design flow rate? 2.75 cycles per hour AVG.
5.L Uycl per our Peak
10. Check if provided at pump station: X
Alternate Power Source X
Wet Well Vented with Screen A
Fillets in Wet Well X
Check Valves and Gate Valves X
Security Fencing x
Lockable Wet Well Cover R
Area Light --1
110V Electrical Convenience Outlet
Flood/Buoyancy Protection
—
High Water Alarm X, Audible and Visual Auto Dialer
11. Summary of force main (by diameter size and pipe material):
Diameter Length Pipe High Low Minimum Maximum Minimum
(Inches) (Linear Ft) Material Elevation Elevation Velocity(fps) Vel.(fps) Cover (in)
6 122.5 SDR21 211 167 2.2 2.75 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)? yes a no
13. Is pump station subject to flooding? N/A yes no. If yes, what measures are
being taken to protect against flooding?
14. If subject to flooding, specify the 100-year flood elevation: N/A Feet MSL
15. Arc there existing or planned pump stations downstream of this station? — yes _ no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows.

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: Unnamed Tributary to Rockfish
(`laccification (as established by the Environmental Management Commission): ('
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 downslope surface waters (the surface watersned. You are that
any overflow from the facility would 10 �� completed, the appropriate must be cDivrston of
submit this form, with items 1 through pEnvironmental must
Management Regional Water Quality Supervisor (see attached listing). At ar minimum, ich shows
include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Tvpograp Map
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you arc 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 ): Public Works Commission
2. Name and Complete Address of Engineering Firm: PWC- Water Resources
Engineering Division
City: Fayetteville State: North Carolina Zip: 28301
Telephone No. (910)- 483-1401-Ext.-lt,95 Victor Ganjehsani, P.E.
3 Project Name: Wells Place Subdivision - 3
Q.
•
4. Pump station design flow:
37,080 GPD; PR - ice GPM
5. Name of closest downslope surface waters:
Unnamed Tributary to Little Rockfish Creek
Cumberland
6. County(s) where project and surface waters arc located:
7. Map name and date: See Attached Map
8. North Carolina Professional Engineer's Registration No.
9. Print Name of Engineer Victor Ganj ehsani
10. Seal and Signature (specify date):
14368
6 of 10

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super.
59 Wood&n Place
Asheville, NC 28802
704/251-6208
Avery Macon
Buncombe Madison
Burly McDowell
Caldwell Mitchell
Cherokee Polk
Clay - Rutherford
Graham Swain
Haywood Transylvania •
Henderson Yancy
Jackson
Fayetteville Regional WQ Super.
Wachovia Building, Suite 714
Fayetteville, NC 28301
919/486-1541
Anson Moore
Biaden Robeson
Cumberland Richmond
Harnett Sampson
Hoke Scotland
Montgomery
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem. NC 27106
919/761-2351
Alatnaz a Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Surry
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
Washington Regional WQ Super.
P O Box 1507
Washington, NC 27889
919/946-6481
Beaufort Jones
Bertie Lenoir
Camden Martin
Chowan Pamlico
Craven Pasquotank
Currituck Perquimans
Dare Pitt
Gates Tyrell
Greene Washington
Halm(' Wayne
Hyde
Mooresville Regional WQ Super.
919 North Main Street
Mooresville, NC 28115
704/663-1699
Alexander
Cabarets
Catawba
Gaston
Iredell
Lincoln
Mecklenburg
Rowan
Stanly
Union
Cleveland
Raleigh Regional WQ Super.
3800 Banat Dr., Suite 101
Raleigh, NC 27609
919/733-2314
Chatham
Durham
Edgecombe
Franklin
Granville
Halifax
Johnston
Lee
Nash
Northampton
Orange
Person
Vance
Wake
War i
Wilson
Wilmington Region. WQ Super.
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
919/395-3900
Brunswick
Carteret
Columbus
Duplin
New Hanover
Onslow
Pcnder
7 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 8 (4/91)
•
I,
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 (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 WWTF specifying the volume of
flow that will be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
f. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
8 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 9 (4/91)
Name and Complete Address of Engineering Firm: Godwin - Jordan & Associates
P.O. Box 249
City: Dunn
Telephone No.
State: N. C. Zip: 28335
910) ,483-1489
Professional Engineer's Certification:
1, 3a ►, Msy' �Iei„ /e �,, , attest that this application for Wells Place
Subdivision Section 10 , '
- 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. / 5 86
Print Name of Engineer "J—c, hmAy
Seal and Signature (specify date):
Applicant's Certification:
j Mr. M.J. Noland, Director
Wells Place Subdivision Section 10
&I e N,;t,++011.01., �'e w
oESS/
t4eo
r
, Y4,4 GIEM `,,.
,attest that This application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned as
incomplete.
Signature
.4-37
Date d'-,7r-y
E COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083
9 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 10 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD
Industrial $400 $300
Domestic/Cooling Water $400 $300
. 10,001 - 1,000,000 GPD
Industrial $400
Domestic/Cooling Water $400
$250
$250
1,001 10,000 GPD
Industrial $400 $200
Domestic/Cooling Water $400 $200
< or = 1,000 GPD and
Single Family Dwelling $240
Sludge < or = 300 Acres . $400
Sludge > 300 Acres $400
$120
$250
$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.
l0 of 10

r
State of North Carolina
Department of Environment. Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh. North Carolina 27 6-tl�3-`
James G. Martin, Governor
\V Il;am W. Cobey, Jr.. Scc:eiar.
Memorandum
To: Delegated Municipalities
From: Steve W. Tedder. Chief(`
Water Quality Section
Subject: Delegated ;\tuniclim1 es C`; `::fist for Revised Non-Disch:u`te Pentu; AppiicatWs
The Division of Environmental Management's Water Quality Section has revised the
Gravity Sewer Non -Discharge Permit Application Form. The form now incorporates the basic
information that the Division feels is necessary in order for the delegated municipalities to perform a
review on a gravity sewer project for the Division; therefore, the Division will no longer require that
the "Delegated Municipalities Gravity Sewer Design Checklist" be completed and submitted. We do,
however, require that the delegated municipality perform the same type of review as always required
and complete the bottom portion of this page and attach it as the last page of all gravity sewer
applications that are being submitted as a delegated municipalities project. If you have any questions
on this matter, please contact Mr. Randy Jones at 919/733-5083.
DELEGATED MUNICIPALITY GRAVITY SEWER CERTTFTC ATTo
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
May 1, 1991
G:,)r•_c i c'.,-r;u. "!i 7
Applicant: jvkt.TC WfKPS COMMTSSTnN OF THE
Project Name:
Delegated Municipality Reviewer's Certification:
I, VTGTOR CAN.TFHSANT , attest that the subject plans and
specifications have been reviewed under my supervision and that those plans and specifications are
consistent with the information that has been specified on the Non -Discharge Application and the
Division of Environmental Management's minimum design requirements for gravity sewer projects.
Delegated Municipality Reviewer's NC Professional Engineer's Registration No
WELLS SUBDIVISION, SECTION 10
Seal and Signature (specify date):
FORM: DMGS 4/91
PAGE 1 OF 1
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7g°00'

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
August 5, 1994
Mr. M.J. Noland
P.W.C. of the City of Fayetteville
P.O. Box 1089
Fayetteville, NC 28302-1089
e��
EA
•
f ,C
\: MJO 9
EN'(.EV ILLEAGEMENT
REG. OFFICE
PI�YE'[�
Subject: Application No. WQ0009680
Additional Information Request
P.W.C. of the City of Fayetteville
Wells Place Sub., Section 10
Cumberland County
Dear Mr. Noland:
The Permits and Engineering Unit has completed a preliminary engineering review of the subject
application. The following items must be addressed before we can complete our review:
1. Please submit signed plans for the proposed pump station for this application. It was not
included in the submittal.
2. Please recheck your calculation of total linear footage of the 6 inch force main. The application
states 122.5 linear feet and the plans show approximately 1,211 linear feet. If the value shown
in section V, number 11 (page 5) of your application is incorrect, please revise this page of
your application and forward 2 signed and sealed copies.
Refer to the subject permit application number when providing the requested information. Please
submit two (2) copies of all information to my attention at the address below. Also,
please note that failure to provide this additional information on or before September 4, 1994 will subject
your application to being returned as incomplete, in accordance with 15A NCAC 2H .0208.
If you have any questions on this matter, please call me at [phone] ext. 544.
Sincerely, /4_241
Randy L .Kepler
Environmental Engineer
State Engineering Review Group
cc: Fayetteville Regional Office, Water Quality
Godwin -Jordan and Associates
Permit File WQ0009680
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
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