WQ0008738_Application (FTSE)_19931201

MEMO TO:
FROM: \`
SUBJECT:
State Review oup
ECG J�
Kerr T. Stevens
Regional Supervisor
Procedure Four (4)
WQ0008738 (Replacement)
Carver Creek Outfall/Kelly Springfield
Sewer Extension - Public
City of Fayetteville
Cumberland County
Division of Environmental
Management
Fayetteville Regional
Office
12/16/93
Date
State Review Group Review
Engineer John Seymour
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
PWC of Fayetteville - Cross Creek Wastewater Treatment Plant
2) WWTP design capacity 22.0 MGD
3) NPDES Permit No.: NC0023957
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning _11/01/92_
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed
Expiration Date: 05/31/96
sewers: *400,000 GPD
domestic 88% ; industrial 10% ; other
2%
6) Volume from previously approved projects not yet tributary to
WWTP to domestic discharge is 1 149 394 GPD
7) Regional Recommendations: Approval X Denial
*No additional increase in net flow as a result of this project.
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
HNF1
December 1, 1993 D EC 3 1993
MR M.J. NOLAND
PWC/FAYET1EVILLE
PO DRAWER 1089
FAYE'clEVILLE, NORTH CAROLINA 28305
Dear MR NOLAND:
ENV. MANAC MENT
FAYETTEVILLE REG. OFFICE
Subject: Application No. WQ0008738
Carvers Creek Outfall/Kelly Springfield
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on November 29, 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 John Seymour 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 John Seymour at [phone].
Sincerely,
Catblyn Maskill
Supervisor, State Engineering Review Group
cc: Fayetteville Regional Office
Moorman, Kizer & Reitzel, Inc.
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:
Public Works Commission of
1. Applicant (corporation, individual, or other ): The City of Fayetteville
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): M.J. Nolan, Director of
Water and Sanitary Sewer Systems
3. Mailing Address: Post Office Drawer 1089
City: Fayetteville
State: N.C. Zip: 28302-1089
Telephone No.: ( 910 ) 483-1382
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Carvers Creek Outfall - Kelly Springfield
5. Application Date: November 16, 1993
6. Fee Submitted: $ 400.00
7. County where project is located: Cumberland
II. PERMIT INFORMATION: 1. Permit No. (will be completed by DEM): &oOO /r7
3 Z
2. Specify whether project is: 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.
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number and issue date
• 4. Specify whether the applicant is X public or private.
FORM: GSEA 4/91 Page 1 of 6

GRAVITY SEWER EXTENSION N. ti
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: 88 % Domestic; 2 % Commercial;
10 % 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.:
Subdivisions Plus Industrial Manufacturer of Rubber Tires
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels: pH (8.5 - 9.5), Oil & Grease (50ppm), Copper (0.15 ppm),
Zinc (1.0 ppm)
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
Protreatment includes: Chemical feed/precipitation, clarification/
sedimentation, grease/oil separation, sumps, and filter press.
5. Volume of wastewater generated by this project: 400, 000 gallons per day
6. Explanation of how wastewater volume was determined: Through pump station clock
readings, pumping rates; approx. 40% of average water usage per day from
Kelly -Springfield lift station with no increase in net flow. Kelly -
Springfield lift station will be abandoned.
IV. DESIGN INFORMATION:
1. Brief project description: Extend 30", 24" and 18" Sanitary Sewer to serve
future North Fayetteville and Cumberland County. 18" Sanitary Sewer
will omit existing lift station and force main at Kelly -Springfield.
2. Name of wastewater treatment facility receiving wastewater: Cross Creek Treatment
Plant
a. Facility permit no.: NC 0023957
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: The proposed Sanitary Sewer Outfall will
connect to an existing 36" Sanitary Sewer Outfall which is
adequate capacity for this developement.
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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:
Dia. Length Pipe C or N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
18 872 VC 0.013 0.18 0.18 2.5 2.5 192"
18 336 D1 0.015 0.18 0.18 2.2 2.2 144"
24 1974 Conc. 0.013 0.12 0.82 2.5 6.5 36"
30 2079 Conc. 0.013 0.10 0.10 2.6 2.6 96"
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?
5. Maximum sewer reach length between manholes: 460 linear feet.
6. This sewer line segment occurs between manhole no. 55+87 and manhole no. 60+47
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?
At Least 36" Depth Select Material in Travel Way.
Inside
9. Outside drop manholes are provided where invert separations exceed: 2.5 feet.
10. Identify (by manhole number) those manholes that have drop connections: Sta. 72+12
3 of 6

GRAVITY SEWER EXTENSION
PAGE 4 (4/91)
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? 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? XYes _ No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, X 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): _Yes x No
16. Identify (by manhole number) those manholes that are vented: N/A
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: Stream protected by rip rap and fabric on stream
bed with sediment fence on stream bank adjacent to crossing.
Sheet 2 of 6, Sta. 26+60, Sheet 3 of 6, Sta. 38+70 and 40+55.
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 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. 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 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.
4 of 6

GRAVITY SEWER EXTENSION
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm: Moorman, Kizer & Reitzel, Inc.
Post Office Box 53774
City: Fayetteville State: N.C. Zip: 28305
Telephone No. [phone]
Professional Engineer's Certification:
I, Jeff Reitzel , attest that this application for Carvers Creek
Outfall - Kelly Springfield 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. 14951
Print Name of Engineer Jeffrey B. Reitzel
Seal and Signature (specify date):
Applicant's Certification:
I, M.J. Noland
Outfall - Kelly Springfield
•Ellls•,
••ost N FARO''•.
•
SEAL :9
14951 -
F
B.RY-•
••lull!!•%►•••
, attest that this application for Carvers Creek
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 //��P
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

GRAVITY SEWER EXTENSION
PAGE 6 (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
Sludge < or = 300 Acres
Sludge > 300 Acres
$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 that have specific delegation
review authority, as granted by the Division of Environmental
Management.
6 of 6

•
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh. North Carolin:: i7626-H5
James G. Marlin, Governor G�or_c T. Evcr::u.
\Vill,am W. Cobey, Jr., Secretary
May I, 1991
Memorandum
To: Delegated Municipalities
From: Steve W. Tedder, Chief(`
Water Quality Secdon
Subject: Delegated Munic:pol:t:es Checklist for Revised Non -Discharge Peruut Applications
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 919/133-5083.
DELEGATED MUNICIPALITY GRAVITY SEWER CERTTFTCATTOr'
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Applicant: pUBLTC W0isYS COMMTSSTON ()F THE CTTY OF FAYF.TTF.VTT T.F, NORTH CAROLINA
Project Name: CARVERS CREEK OUTFALL — KELLY SPRINGFTELD
Delegated Municipality Reviewer's Certification:
I, VICTOR CAN.TRHSANT
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.
, attest that the subject plans and
Delegated Municipality Reviewer's NC Processional Engineer's Registration No.:
Seal and Signature (specify date):
FORM: DMGS 4/91
PAGE 1 OF 1
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