WQ0008815_Application (FTSE)_19931220

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F20
2)
3) NPDES Permit No.: NC0050105
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning _12/01/92_
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
domestic 100% ; industrial ; other
MEMO TO: State Review Group
FROM:
.` Ste e �ns
Regional Supervisor
SUBJECT: Procedure Four (4)
WQ0008815
Fairway Forest, Section V
Sewer Extension - Public
Town of Hope Mills
Cumberland County
Division of Environmental
Management
Fayetteville Regional
Office
1/4/93
Date
State Review Group Review
Engineer Ray Cox
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
PWC of Fayetteville - Rockfish Creek Wastewater Treatment Plant
WWTP design capacity 6_0 MGD
Expiration Date: 05/31/96
34,200GPD
6) Volume from previously approved projects not yet tributary to
WWTP *2,976,983 GPD
7) Regional Recommendations: Approval X Denial
* The PWC-Rockfish Creek WWTP is presently under a plant expansion project for
a total permitted flow of 12 MGD.
KTS/RR/rr
Enclosure

. 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
December 20, 1993
MR BILL FARRIS
TOWN OF HOPE MILLS
3301 S. MAIN STREET
HOPE MILLS, NORTH CAROLINA 28348
Dear MR FARRIS:
JAYE
OFFICE
Subject: Application No. WQ0008815
Fairway Forest V
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on December 16, 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 Ray Cox 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 Ray Cox at [phone].
cc: Fayetteville Regional Office
Bennett Engineering
Sincerely,
Gt4.0
VO Carolyn McClaskill
Supervisor, State Engineering Review Group
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
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other ): Town of Hope Mill q
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Bill Farris Acting Town
Manager
3. Mailing Address: 3301 S. Main S t .
. City: Hope Mills
State: NC Zip: 28348
Telephone No.: ( 919 ) 4 2 4- 4 5 5 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.):
Fairway Forest Section Five
5. Application Date: 24 Nov. 93
7. County where project is located: Cumberland
IL PERMIT INFORMATION:
1. Permit No. (will be completed by DEM):
6. Fee Submitted: $ 400.00
U@opoc6 g l5
2. Specify whether project is: xX 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.
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 XX public or private.
FORM: GSEA 4/91 Page 1 of 6
'13

PAGE 2 (4/91) —__ •_--� ___..
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. 100 %Domestic; % Commercial;
% Industrial; % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
Residental 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
5. Volume of wastewater generated by this project: 34,20 0 gallons per day
6. Explanation of how wastewater volume was determined: 120 GPD
x 3 bedrooms x 95 lots
IV. DESIGN INFORMATION:
1. Brief project description: Construct an 8" dia. collection system
and an 8" outfall line across Rockfish creek to the existing
18" Rockfish Cree;. outfal' line.
2. Name of wastewater treatment facility receiving wastewater: Rockfish Treatment
Plant
a. Facilitypermit no.: NC 0050105
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: The collection system discharges into
an 18" dia. outfall line. This line and subsequent
lines down stream are adequate for this additional flow.
2of6

r
:• GRAVITY SEWER EXTENSION
PAGE 3 (4/91)
3. ' Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: N
Dia. Length Pipe C oi0. Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
8" 5042 VC 0.14 0.40 6.25 2.0 8.6 36"
8" 200 DI 0.13 0.40 0.45 2.0 2.1 0
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor
spacing shall be as follows:
a. 36 feet separation for slopes of 21% to 35%;
b. 24 feet separation for slopes of 36% to 50%;
c. 16 feet separation for slopes of 50% and greater.
For velocities greater than 15 fps, it is strongly recommended that measures be
considered which will protect the sewers and manholes from erosion. For velocities
greater than 20 fps, erosion control measures must be specified.
For any excessive slopes or velocities that will occur in any sewer line segment, what
measures have been taken to protect the sewer pipe and manholes?
N/A
5. Maximum sewer reach length between manholes: 409
ar feet.
6. This sewer line segment occurs between manhole no. 5 + *aid manhole no. 9 + 59
On Black Bridge Rd. - sc_, sheet 3
7. Does the owner/a motor 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 citable the sewers to withstand the loads?
The pipe is constructed to support hwy traffic loads. Pipe
bedding and backfill material will be adequate.
9. Outside drop manholes are provided where invert separations exceed: 25 feet.
I0. Identify (by manhole number) those manholes that have drop connections: None
3of6

CiKAVI I Y SEWER 4.XTENSION
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltration test 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? =-_2c.. 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?3 are subject to flooding x Yes _ No
by the 100 yr. flood.
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, _ Yes .21. No
(100 year flood elevation should be indicated on plans)rhe 3 MH' s subject to
flooding will be sealed..
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans): The 3 MH' s are _Yes x No
either in a street or on a roadway shoulder and cannot feasibly be
16. Identify (by manhole number) those manholes that are vontak sealed : 3 + 90 vented
and 5 + 50 on Black Bridge Rd. & 0 + 00 ON Trelawnev Court.
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: A steel bridge will support the line across
Rockfish Creek from Sta 3 + 90 to 5 + 50. See sheet S- 1
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, and must show the proximity of the
sewer extension to other utilities and natural features. Specifications maybe 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. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
d. 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.
e. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family resider ,es, condominiums, mobile homes, or town
houses and if the subject sewer exten,' . owned by the individual residents, a
homeowners association, or a developer.

I1KAV11 Y JtWt.K. t) ItNSION
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm: Bennett Engineering, 120 Gillespie Sty
City. Fayetteville State; NC Zip;28301-5644
Telephone No. (919) 4 8 4- 0 9 7 6
Professional Engineer's Certification:
I Robert M. Bennett
Sect. 5 Subdivision
, attest that this application for Fairway Forest
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):
S
Ot ati;.
SEAL r'I
.
3823
;od ••FNC� �iE�. •��`�c
Applicant's Certification: r M gE
I. Bill :Farri.p, Acting Town Mgr attest that ifii�'applicadon for Fairway
Section 5 Subdivision
Forest
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 // 2.1/
i
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

CATEGORY JJEW APPLICATIONS/ RENEWALS WITHOUT •
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD
Industrial
Domestic/Cooling Water
10,001 - 1,000,000 GPD
Industrial
Domestic/Cooling Water
1,001 - 10,000 GPD
Industrial
Domestic/Cooling Water
< or = 1,000 GPD and
Single Family Dwelling
Sludge < or = 300 Acres
Sludge > 300 Acres
$400
$400
$400
$300
$300
$250
$250
$400 $200
$400 $200
$240 $120
$400 $250
$400 $250
Sewer Extensions
(nondelegated) $400 0
Sewer Extensions
(delegated) $200 0
Closed -Loop Recycle
or Evaporative $400 $200
NOTE: The Fees for Soil Remediation Projects are the same as for Sludges.
Under the Sewer Extension Fee, "delegated to municipalities" applies
only to those governmental jurisdictions OIL have specific delegation
review authority, as granted by the ,on of Environmental
Management.
6of6

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 BILL FARRIS
TOWN OF HOPE MILLS
3301 S. MAIN STREET
HOPE MILLS, NORTH CAROLINA 28348
Dear MR FARRIS:
ICVA
EDE r / FR
December 6, 1993
Subject:
gee
41,
,, 9Al,99e,�t.4G k
N
ot
A
Return of Incomplete Application
Fairway Forest Section Five
Sewers -Public
Cumberland County
In accordance with Division policy, the enclosed application package, which was received on
December 1, 1993, is being returned as incomplete.The following checked items are lacking:
. -Three sets of plans/specifications signed and sealed by an N.C. Professional Engineer.
. -Five sets of plans/specifications signed and sealed by an N.C. Professional Engineer.
. -Three copies of all required supporting materials.
. -Appropriately completed and signed application form plus three copies.
. -Letter from NPDES Permit holder requesting Authorization to Construct.
• -Letter from current permit holder requesting name change.
4 -Letter of flow acceptance (SPECIFYING FLOW) from owner of receiving treatment
facility.
. -Operational Agreement for sewers owned by individual residents, a homeowners
association, or a developer.
. -Permit application processing fee of $.
. -Subsurface evaluation/soil scientist's report for surface and subsurface waste disposal
permits, including loading rate calculations.
• -Waste analyses and Toxicity Characteristic Leachate Procedure (TCLP) Analysis.
-V -Other Items:
Flow Acceptance Letter must specify GPD accepted.
After all required submittal information has been obtained, the completed application package may be
resubmitted in accordance with the submittal instructions included on the application form. Be sure to
submit all originally submitted information (and copies) along with the required additional information.
If you have any questions, please contact Michael Allen at [phone].
cc:
Fayetteville Regional Office
John F. Davis & Associates
SERG Return File
Sincerely, ,
a/Z.—
Carolyn McCaskill, Supervisor
Pollution Prevention Pays State Engineering Review Group
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

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
January 11, 1994
Bill Farris, Acting Town Manager
Town of Hope Mills
3301 South Main Street
Hope Mills, NC 28348
AWA
CDEHNJFl
ifq
- wit'1$1990 fl)
Ft;YE1 EV LLE GEMENr
AEG. OFFICE
Subject: Application No. WQ0008815
Additional Information Request
Town of Hope Mills
Fairway Forest Section Five
Sewer Extension
Cumberland County
Dear Mr. Farris:
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 provide a section in your specifications which addresses infiltration/exfiltration in the
gravity sewer lines. The acceptable rate must be no more than 100 GPD/inch of pipe
diameter/mile.
2) The Division requires that at all stream crossings, either the top of the pipe be below the stream
bed (at least three feet unless ferrous material pipe is used) or that the bottom of the pipe be
above the 25 year flood elevation. Please provide the 25 year flood elevation on sheet 3 of
your plans to confirm compliance with this requirement. If 25 year flood information is not
available, or if the aerial crossing is not above this elevation, please provide written
confirmation that no damage will be incurred by upstream or adjacent properties due to this
aerial crossing, and that the crossing will be regularly and properly maintained. If necessary,
please provide signed and sealed copies of the revised sheets of your plans to comply with the
above requirements.
Refer to the subject permit application number when providing the requested information. Please
submit three (3) copies of all information to my attention at the address below. Also,
please note that failure to provide this additional information on or before February 11, 1994, will subject
your application to being returned as incomplete, in accordance with 15A NCAC 2H .0208.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% (.?cycled/ 10% post -consumer paper

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If you have any questions on this matter, please call me at [phone] ext. 549.
Sincerely,
J x
Environmental Engineer
State Engineering Review Group
cc:
vapmemeftegkod Office
Permit File WQ0008815
Bennett Engineering

March 20, 1995
BILL FARRIS
HOPE MILLS, TOWN -FAIRWAY FORE
3301 S. MAIN STREET
HOPE MILLS, NC 28348
RECEIVE])
MAR 23 1995
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
SUBJECT: CERTIFICATE OF COMPLETION
PERMIT NO. WQ0008815
HOPE MILLS, TOWN -FAIRWAY FORE
CUMBERLAND COUNTY
Dear Permittee:
On February 07, 1994 the Division of Environmental Management issued you
the subject permit. One of the conditions of the subject permit read as
follows:
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 the requirements of this permit and the approved plans and
specifications. Mail certification to the Permits and Engineering Unit,
P.O. Box 29535, Raleigh, N.C., 27626-0535.
To date, our records show that no certification has been received for the
subject permit. If the permitted facility has been constructed and placed into
operation please submit the required certification immediately. Operation of
the treatment system prior to submission of the required certification is in
violation of your permit and is subject to enforcement action. If you have any
questions, please contact your consulting engineer for this project, BENNETT
ENGINEERING at [phone]. If the facility has not been constructed, please
contact the Fayetteville Regional Office at [phone], so that they can
update their records.

Thank you for your prompt attention to this matter.
Sincerely,
Original Signed By
Angela Y. Griffin for
Carolyn McCaskill, Supervisor
State Engineering Review Group
cc: File
Fayetteville Regional Office

•
• •$TNE3.C.TIJJCbTION
• •. •••• ••
'. • •-: Mzer Jr. , as a duly re
beeil authorized to observe (perio
edrofessional Engineer in the State of North
y, 'weekly, full dme) the construction of the
tesivit 04n. Subdivision, Section VI 0,tenber.land County
for the
• ProJect Name izocation
,-?
taVat, to the best of my abilities, theatre and diligence was used in the observation
arelt.that the construction was observed to be built within substantial compliance and
specifica other supporting materials.
Registration No. 20680
40,4.:3996
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The Divisi d:0'; of Vir..t.er
ackmowle4ges receifrtAnd accc.p..ai:ce of Cli.s Eogin::zTs
RECEIVED
JAN 2 4 19971
FAYETTEVILLE
REG. OFFICE
TOTAL P.02