WQ0008362_Permit (Issuance)_19930930

• gtate 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
September 30, 1993
Bill Farris, Acting Town Manager
Town of Hope Mills
3301 South Main Street
Hope Mills, North Carolina 28348
ENV. MANAGEMENT
FAYETTEVILLE REG, OFFICE
Subject: Permit No. WQ0008362
Town of Hope Mills
Brightmoor Addition
Sewer Extension
Cumberland County
Dear Mr. Farris:
In accordance with your application received August 23, 1993, we are forwarding herewith Permit
No. WQ0008362, dated September 30, 1993, to the Town of Hope Mills 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This permit shall be effective from the date of issuance until rescinded and shall be subject to the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 fmal 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. Michael D. Allen at [phone].
Sincerely,
cc: Cumberland County Health Department
Fayetteville Regional Office
John F. Davis & 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 THE
Town of Hope Mills
Cumberland County
FOR THE
construction and operation of approximately 5,220 linear feet of 8-inch gravity sewer to serve ninety-two
(92) 3-bedroom homes in Brightmoor Addition, and the discharge of 33,120 GPD of collected domestic
wastewater into the Public Works Commission of the City of Fayetteville's existing sewerage system,
pursuant to the application received August 23, 1993, 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 Public Works
Commission of the City of Fayetteville's Rockfish 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.
1

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. 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.
12. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number (919)
486-1541, as soon as possible, but in no case more than 24 hours or on the next working day,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that 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.
13. This permit shall become voidable unless the agreement between the Town of Hope Mills and the
Public Works Commission of the City of Fayetteville for the collection and final treatment of
wastewater is in full force and effect.
Permit issued this the 30th day of September, 1993
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
C.C. ,1 ccJe;CQ
A. Preston'Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0008362
2

Permit No. WQ0008362
September 30, 1993
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
3

PK-o
MEMO T\
FROM:
SUBJECT:
State Review Group
-
err T. Stevens
Regional Supervisor
Procedure Four (4)
WQ0008362
Brightmoor Addition
Sewer Extension - Public
Town of Hope Mills
Cumberland County
Division of Environmental
Management
Fayetteville Regional
Office
09/07/93
Date
State Review Group Review
Engineer Michael Allen
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 6.0 MGD
3) NPDES Permit No.: NC0050105 Expiration Date: 05/31/96
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning _08/01/92
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers: _33,120 GPD
domestic 100% ; industrial
; other
6) Volume from previously approved projects not yet tributary to
WWTP 2,656,096_ GPD
7) Regional Recommendations: Approval X
KTS/RR/rr
Enclosure
Denial

r
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Govemor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Ava"CTA
E30EHNR
August 24, 1993
MR BILL FARRIS
TOWN OF HOPE MILLS
3301 S. MAIN STREET
HOPE MILLS, NORTH CAROLINA 28348
Subject:
Dear MR FARRIS:
AUG 26 1993
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Application No. WQ0008362
Bnrightmoor Addition
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on August 23, 1993. This application has been assigned the number shown
above. Please refer to this number when making inquiries on this project.
Your project has been assigned to Michael Allen for a detailed engineering review. A technical
acknowledgement will be forthcoming.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact Michael Allen at [phone].
cc: Fayetteville Regional Office
John F. Davis & Associates
S
rely,
ID Donald Safrit', 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

a
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application
(MIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other ): To van inf' HQ jvi, / Is
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Bill r-
3. Mailing Address: 3 3 a / S- /14a ,E7 S*
. City: Hop /0, /Ls State: Ail G Zip: ZA348
• .Telephone No.: ( ) 424- 4 s.5'
4. Project Name (subdivision, facility, or establishment name- should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
5. Application Date: 1.9 A u9 9 3
6. Fee Submitted: $ 4-efl•
7. County where project is located: C. u P7717 t- /a ti
II. PERMIT INFORMATION:
I. Permit No. (will be completed by DEM): �QC
2. 'Specify whether project is: y x new; renewal'; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.5). Submit only pgs. 1, 2, 5 (original and 3 copies of each). Engineer
signature not required for renewal.
If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number A//A and issue date
Specify. whether the applicant is 1C X public or private.
FORM: GSEA 4/91
Page 1 of 6

iAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
l . Nature of Wastewater: /OO % 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.:
R n tta / S ubch�./s/or1 .
Indicate any parameter (and its concentration) that will be greater than normal domestic
levels: Me, /7e!
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: ..� /o gallons per day
6. Explanation of how wastewater volume was' determined: /7o G PM a( t -h r�Pe
ootn_s 2 h'*
IV. DESIGN INFORMATION:
1. Brief project description: CO/zs 4-rar-f' anz dia . Sari 141--
Se Wee'i- /Pc*Jor7 Sys#cam/77 ra_SP1"vP „r `lz 1p71'
ifiat /e f4 / y . ii 1,enri vl s/an w Br',,/z /-irlc ,r--
fld21,t'ion
2. Name of wastewater treatment facility receiving wastewater: Rdp7.: k• f
n f' Pia n
a. Facility permit no.: AiC .O e2 5" 2 l t2S
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the waru pater: ill P Galle- l'ton_s `!s f,��� dLS--
G 17 t . 1/7'74Q I/a~1? eX /s 7/`"i9 ? "" .,7/71-fe911
j / 11 ' i _s af.ufi�Q/erid their
eam2cif 6 f//7e are 4d4=1. `e
ft f't0r a / f/O w•

•
.
-- • . M. AP ._a .. r.. a ara . a a..a J 1 V J
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: tU
Dia. length Pipe C or ? Min. Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps)
Max.
Ve1.(fps)
L5"/Bo pvc 4 )Jt j9. 4( 8.21 Z . / 2.9
P o.ni 3 6,3 A..56 8- 7 a. s
Minimum
Cover (in)
NOTE; The minimum velocity must not be Tess 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?
Ai A
5. Maximum sewer reach length between manholes: i 3 7 7 linear feet.
-s+a.
6. This sewer line segment occurs between manhole no. ,Q and manhole no. /O 4-a.,
o/7 4 r• c # d-
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 g Yes No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
ffk
W/ / / b e a d 6) e,( a/t-e
9. Outside drop manholes are provided where invert separations exceed: 2 .S" feet.
10. Identify (by manhole number) those manholes that have drop connections: /04
3 of 6

PAGE 4 (4/91)
11. Maximum allowable infrltration/exfrltratior, : st rate:
Note: Must not exceed 200 GPD/ pipe dia. in./ mile. 100 GPD/ pipe dia. in./ mile.
12. Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? Yes _ No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified?
c) 10 ft. horizontal separation from water mains or 18 in. vertical:
separation (water over sewer) or ferrous pipe specified?
13. 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)
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans):
16. Identify (by manhole number) those manholes that are vented: /V/A
Yes _ No
4s,Yes __ No
_Yes No
Yes _ No
AYes _ No
17. Does this project involve any stream crossings? _ yesx4 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:
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 plane and specifications signed and sealed by a North Carolina
Professional Engineer.' The plans must include. a , °:ral location map, a plan view of the
sewer extension, a profile of the' sewer extensic. :i must show the proximity of the
sewer extension to other utilities at d natural featu, ,;y. 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.
The appropriate permit processing fee, in.accordance with 15A NCAC 2H .0205(c)(5).
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/specificadons.
e. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family z .:aences. co rniniums, mobile homes, or town
houses and if the subject sewer ex .:... ion i vn we individual residents, a
homeowners association, or a devel o_ r.
4 of

GRAVITY SEWER EXTENSION
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm: John F. Davis & Associates
Robert M. Bennett PE P.O. Box 642, 120 Gillespie Street
City: Fayetteville
Telephone No. 919-484-0976
State: N. C N.C. Zip: 28302
Professional Engineer's Certification:
1, ROBERT M. BENNETT , attest that this application for Brightmoor
Addition sanitary sewer extenlion 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. 3823
Print Name of Engineer Robert M. Bennett
Seal and Signature (specify date):
,,y 1,IYI a1r„�d,
...
C.4Rp/ ,�,
fi4&444/11,14 SEAL
// /4 uy /
Applicant's Certification: 'pA�ijr •` IE., `4
M. BF�
I, Bi/f, r rr 1,A,f;p or!n M 1- , attest that this application fogt,$elghtmoor
Addition
74 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 .'"-/A-<J
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
5 of 6