WQ0011596_Application (FTSE)_19950927

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FiLo
MEMO TO: State Review Group
FROM: Ricky Revels Rom.
Environmental Technician IV
SUBJECT: Procedure Four (4)
WQ0011596
Lock' Creek
Sewer Extension - Public
PWC/City of Fayetteville
Cumberland County
Division of Environmental
Management
Fayetteville Regional
Office
10/06/95
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: 5/31/96
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 9/94
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers: 224.650 GPD
domestic 100% ; industrial ; other
6) Volume from previously approved projects not yet tributary to
WWTP 9.337.972 GPD
7) Regional Recommendations: Approval
RR/rr
Enclosure
X Denial

KEX88/MP
^ .
^
COMPLIANCE EVALUATION ANALYSIS REPORT
i0/O3/95
PAGE i
PERMIT--NC0050i05 PIPE--00i REPORT PERIOD: 9409-9508 LOC--- E
OjLITY--FAYETTEVILLE - PWC ROCKFISH CK DE%IGN FLOW-- 12.0000 CLASS--4
ATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
50058 08310 00538 00610 31616 58060 00300 TGP3B
ONTH Q/MGD BOD RES/TSE NH3-N FEC COLI CHLORINE DO CERI7DPF
IMIT F12.0800 F 6.8O F 30.0 F `1.O0 F 200.0 NOL NOL
4,/09 7.6066 2.99 i.8 .05 9.5 625.000 8�78
IMIT F12.0000 F 6.00 F 30.0'F'i.00 F 2O0.8 NOL NOL NOL
4/10 7.5096 4.i3 i.6 .09 33.2 391.285 8.94 i
IMIT F12.0000 F 12.00 F 30.0 F 2.00 F 200.0 NOL NOL NOL
4/11 7.2066 4.0i i.7 .08 9.2 258.850 9.06
4/12 7.i677 3.93 i.7 .04 8.3 442.050 9.69
5/81 7.5967 4.83 2.i .05 13.2 363.500 9.60 i
5/82 8.12i4 4.90 1.8 .04 18.9 388.000 9.73
5/03 8.5129 5.39 i.4 .23 12.5 271.652 9.56
IMIT F12.0000 F 6.00 F 30.0 F 1.00 F 200.0 NOL NOL NOL
5/04 7.5i66 4.43 i.4 .08 32.4 285.3i5 9.85 i
5/85 7.5967 3.83 i.7 .08 20.6 365.954 9.40
5/06 9.2566 2.9i .07 6.9 302.181 8.84
5/07 8.2483 2.44 I.0 .04 i0.i 235.750 8.70
5/08 7.6000 2.97 1.1 .05 ii.4 i88.9i3 8.39
VERAGE 7.8283 3.89 i.4 .O7 i5.5 343.204 9.21 i
AXIMUM 13.2000 8.50 3.8 i.2O i76.O 768.000 ii.00 i
INIMUM 6^50O0 i.20 .5 .02 LE%%THAN 40.O00 8.00 i
NIT MGD MG/L MG/L M[/L O0ML UG/L MG/L PA%%/FAI

COMPLIANCE EVALUATION ANALYSIS REPORT PAGE
"
PERM'T--NC0050i85 PIPE--00i REPORT PERIOD: 9409-9508 LOC--- E
S� ITY--FAYETTEVILLE - PWC ROCKFISH CK DESIGN FLOW-- 12.0000 CLASS--4
.O�ATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
'
(}0010 00400 08600 88665 0042 0051
0NTH TEMP PH TOTAL N PHOS-TOT COPPER LEAD
IMIT NOL 9.0 6.8 NOL .�NOL NOL NOL
14/89 25.85 7.7-6.9 i3.800 10700 .0000 23000
IMIT NOL 9.0 6.8 NOL NOL NOL NOL
'4/10 23^76 7.7-7.i 13.100 1.5300 .0000 .0000
IMIT NOL 9.0 6.0 NOL NOL NOL NOL
4/11 22.40 7.4-6.8 13.400 i.8000 .0000 .000O
402 20.48 7.5-6.5 i3.500 2.0900 .8000 .0000
5/81 i7.65 7.4-6.8 i5.408 i.i800 .0800 .8000
5/02 16.55 7.5-6.8 14.400 1.2700 .8080 .0000
5/03 i7.86 7.4-6.8 ii.408 .5800 .0000 .0000
IMIT NOL 9.O 6.0 NOL NOL NOL NOL
'5/04 20.2i 7.9-70 ii.800 i.7408 .0000 .0000
5/05 22.50 7.5-6.8 0.200 3.i250 .0000 3.7000
5/86 2407 8.0-6.6 16.900 i.7866 .0000 10000
5/87 26.i0 7.4-6.7 12.900 i.6600 .0000 .0000
5/08 27.73 7.6-6.8 12.808 1.8800 .0000 .0008
VERAGE 22.08 i4.06 i.68i8 .8800 .4833
AXIMUM 38.00 8.000 21.200 3.4588 ------ 3.7000
INIMUM 15^08 6.500 ii.480 .2700 _----- 2.i080
NIT I>EG.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
September 27, 1995
MR VICTOR GANJEHSANI
PWC/FAYEI-I'EVIT LE
PO DRAWER 1089
FAYE1"1',VILLE, NORTH CAROLINA 28302
Subject:
Dear MR GANJEHSANI:
4:10.11 t12\`
stP 29 "5
fli\NANAG GENT
GFfIC 1
WETTEVILLE R
Application No. WQ0011596
Lock' Creek
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on September 25, 1995. This application has been assigned the number listed
PLEASE REFER TO Tilt: 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] extension 544. If the
engineer is unavailable, you may leave a message on their voice mail and they will respond promptly.
Please reference the above application number when leaving a message.
Sincerely,
cc:
fi Caroiyn Maskill
Supervisor, State Engineering Review Group
Fayetteville Regional Office
The Rose Group, 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:
1. Applicant (corporation, individual, or other ): Public Works Commission
2. Print Owners or Signing Official's Name and Title (the person who is_ legally
responsible for the facility and its compliance): Public Works Conanission
3. -Mailing Address: P.O. Box 1089
up
City: Fayetteville
"J
:J I
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.): - z
Lock's Creek 36-inch Sanitary Sewer Interceptor r-
State: N.C. Zip: 28302
Telephone No.: ( 910 ) 483-1401
5. Application Date: 8/7c/4c 6. Fee Submitted: $ 200.00
7. County where project is located: C nmhPr1 anc3
U. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM): 1,1 Db 1(
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
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.:
Schools and Town of Stedman
3. Indicate any parameter (and its 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/A
5. Volume of wastewater generated by this project: See Attached gallons per day
6. Explanation of how wastewater volume was determined: See Attached
IV. DESIGN INFORMATION:
1. Brief project description:
4550 linear feet of 36" RCP sewer line
2. Name of wastewater treatment facility receiving wastewater. Rockfish Wastewater Plant
a. Facility permit no:: NC00501 05
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: ThP rapari ty of rirxwmstrPam Gawarc i
addecuate to accept the wastPwatQr
2 of 6

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: C
Dia. Length Pipe r N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
36" 4550 RCP 0.013 0.08 5.0 2.0 5.81 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 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?
No excess slopes or velocities
5. Maximum sewer reach length between manholes: 400 linear feet.
6. This sewer line segment occurs between manhole no. 6 and manhole no. 7
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? Yes X No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
9. Outside drop manholes are providedwhere invert separations exceed: 2'5 feet.
10. Identify (by manhole number) those manholes that have drop connections: N/A
3 of 6

GRAVITY SEWER EXTENSION
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltration test rate:
Note: Must not exceed/ GPD/ pipe dia. in./ mile. 1 Qo GPD/ pipe dia. in./ mile.
ivo
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? _Yes X 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): _Yes _ No
16. Identify (by manhole number) those manholes that are vented:
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: Sewer pipe is well below stream bed_ Sheet 6 of 7 _
Station 44 + 50
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: The PnsP C;rrnlp, Tnr
P.O. Box 103 - 104 Gillespie Street
City: Fayetteville State: N_C_ Zip: 2FM2
Telephone No. [phone]
Professional Engineer's Certification:
I, Gordon A. Rose , attest that this application for Lock' s Creek
Sanitary Sewer Interceptor 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 thik 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. 10763
Print Name of Engineer Gordon A. Rose
`^C
Seal and Signature (specify date): id ; -/
10763
kW
'
'•UN A-
, attes'is application for Lock's Creek
Applicant's Certification:
I, Victor Ganjehsani, P.E.
36-inch Sanitary Sewer Interceptor
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. ' l
Signature
Date
THE COMPLETED APCATION 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

LOCK'S CREEK
36-INCH SANITARY SEWER INTERCEPTOR
Public Works Commission
Fayetteville, N.C.
The primary purpose of the extension of the Lock's Creek 36-inch Interceptor at this time
is to provide sanitary sewer service to Cape Fear Senior High School, Cape Fear Middle
School and to the Town of Stedman. The total sanitary sewer flows anticipated are
indicated below:
Description Number Flow Rate Total
Cape Fear Senior High 1,200 15 18,000 gpd
Cape Fear Middle School 1,100 15 16,500 gpd
Sunnyside Elementary 500 15 7,500 gpd
Stedman Elementary 510 15 7,650 gpd
Town of Stedman 700 250 175,000 gpd
(peak flow)
TOTAL 224,650 GPD

State of North Carolina
Department of Environment. Health, and Natural Resource,
Division of Environmental Nlanau.ement
512 North Salisbun Street • Ralei(th. North Carolina: 27(C(, tt�
HI 7
tames G. Marun, Governor
\V. Cobey, Jr.. SCC.'Ctir`:
,Memorandum
To: Delegated Municipalities
From: Steve W. Tedder. Chief s\y)
Water Quality Section
Suc c[: Delegated Munic::lei t:c, tThe_c':t:gt for Revised Non-Discn.u'•`e Penlut .Ap�tlwCJ 1.
The Division of Environmental Management's Water Quality Section has revised th•_
Gravity Sewer Non -Discharge Permit Application Form. The form now incorporates the basil
information that the Division feels is necessary in order for the delegated municipalities to perform
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 require:1
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 CF.RTIFIC 4TION
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Applicant: PIIRT TC GICI,:iYc CfMiviTSTON Cw THF_CTTY nF FAYFTTFVTI I F
Project Name: LOCK'S CREEK 36—INCH SANITARY SEWER INTERCEPTOR
Delegated Municipality Reviewer's Certification:
I, VTCTOR GAN 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 [lic
Division of Environmental Manarement's minimum design requirements for gravity sewer projects
Delegated Municipality Reviewer's NC Pro.essional Engineer's Registration No. 1436Fi
May 1, 1991
Seal and Siinature (specify da:ef
DMGS 091
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