WQ0007992_Application (FTSE)_19930609

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ME0 TO: 9tg4e
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FROM:
Kerr T. Stevens
Acting Regional Supervisor
SUBJECT: Procedure Four (4)
WQ0007992
Persimmon Creek Interceptor - Line X
Sewer Extension - Public
City of Fayetteville
Cumberland County
Division of Environmental
Management
Fayetteville Regional
Office
06/21/93
Date
State Review Group Review
Engineer Jill Little
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
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning _05/01/92_
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers: _0_GPD
domestic 90% ; industrial 10%
Expiration Date: 05/31/96
; other
6) Volume from previously approved projects not yet tributary to
WWTP 2,373,736 GPD
7) Regional Recommendations: Approval X
KTS/RR/rr
Enclosure
Denial

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
June 9, 1993
MR TIMOTHY WOOD
PWC/FAYE IIEVILLE
EVILLE
PO DRAWER 1089
FAYE1-1'EVILLE, NORTH CAROLINA 28302
Dear MR WOOD:
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UN 14 1993
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Subject: Application No. WQ0007992
Persimmon Creek
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on June 7, 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 Jill Little 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 Jill Little at [phone].
cc:
Fayetteville Regional Office
Collie & Collie Consulting Engineers
0(00.
(J / Donald Saf> , P.E.
Supervisor, ern its and Engineering Unit
Sincerely,
t
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

..PWC-W/S,:Engr..678-7426 ID:
MHY 1('9S 9:4( NO.UUL r.ui
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
. ..: Nor -Discharge Permit Application
MILS FORM IAr BE PHOTOCOPIED FOR USEASAN ORIGINAL)
GRAVITY SEWER EXTENSION
1. GENERAL INFORMATION:
Public Works Commission
of the City of Fayetteville,
1. Applicant (oorponttion. individual, or other ):
2, Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Timothy Wood,
General Manager
3. Mailing Adams: P.O. Drawer 1089
(sty; F et tevii le State: M r ZIP: 2834,2 1089
TelephoneNo.:( 919 ) 483-1401
4. Project Name (subdivision. facility. or establishment name - should be consistent with
project name on plans/specs., letters of flow acoeptanc , dpciadonal Agreements, etc.):
Persimmon Creek Interceptor, Line X
5. Application Date:
May 17, 1993 6. Fee Submitted:$ 200.00
7. County where project is located: Cumberland ____
II. PERMIT INFORMATION:
1. Permit No. (witl be completed by DEM): )i [Q Q C9 ) 9
:q .
2. Specify whether project is: X new: renewals; 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
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PAGE 2 (4/'91)
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O 5. Volume of wastewater generated by this project: 0 * gallons per day
Q'14 6. • Explanation of how wastewater volume was determined: F 1 o w i n the intercept"o r
1-1 • Z J under this project will not commence until tributary mains
. W are constructed from existing or proposed development within
the total project drainage area of 1837 acres.
III. INFORMATION ON WASTEWATER: .
1. Nature of Wastewater. 90 % Domestic; 10 % tomxmcrcial;
% Industrial; % Other waste (specify): ,
2. Please provide a one or two word description speci g.the origin of the wastewater,
such as school. subdivision, hospital..coti metcial, alt umial. apartments, etc.:
Essentially residential'with light commercial development.
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 pmtection of the receiving wastewater treatment facility?
N/A
Z w
LL volume estimates will be made as tributary mains are added.
IV. DESIGN INFORMATION:
Individual
1. Brief project description: Project begins approx. 3200 feet south
of Morganton goad. and. follows. Persimmon Creek upstream
crossing Morganton Road, approx. 12,624 h,F, to Fillyaw Road.
2. Name of wastewater treatment facility receiving wastewater: Rqc k f i s h WW T P
a. Facility permit no.: NC 0 0 5 010 5
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: This system is tributary to the
Beaver Creek Interceptor System which was designed
to include'this Persimmon Creek drainage area.
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* The total volume of wastewater to be eventually generated by this project
is estimated to be 1,018,846 gallons per day. This estimate is deter-
mined as follows:
A sewage flow rate of 85 gpcd was derived in the 201 Facilities Plan for
Cumberland County, based on water use of 105 gpcd reduced by 20% consump
tive loss.
The Cumberland County Planning Department estimated 2.9 persons per house-
hold for areas similar in character to the'Persimmon Creek drainage basin.
■ Based on existing development and current trends it is believed that
approximately 2.25 units per acre is a valid projection for the area to
be served by this project.

PWC-W/3•Engr: 678-7426 ID:
MAY 17'93 9:47 No.002 P.02
11.../1t% V 11 1 )LiilVJ..1% a✓uLara..la\/J.
PAGE 2 (4/91)
ect be approx. 3100 feet south
* The sewage flow rate of 85 gpcd was
Plan for Cumberland County based on
by a 20% consumptive loss.
2.9 persons per household is the estimate of
Planning Department for areas similar in character
Creek drainage basin.
Based on existing development and current
that the 2.25 units per acre for the, area
project is a valid projection.
. INFORMATION ON WASTEWATER:: ; ••
1. Nature of Wastewater: 40 % Domestic: % Commercial;
% Industrial; % Other waste (specify): -
•
2. • lease provide a one or two word descripdot}'speoif g;he on : • of tho wastewater.
s , as school. subdivision. hospital..coainier+cial. n ustrial. ap • • a • ts. etc.:
Es -ntially residential with light com,ercial development.
3. Indicate y parameter (and its concentration) that will • greater than normal domestic
levels: o
4. If wastewater is
ensure protection
N/A
domestic in nature. what 1r 1 of pretreatment has been provided to
the receiving wastewater • .601 ettt facility?
S. VoIutne of wastewater genera cd •.y this project:
1 018 , 846 gallons per day
• 6. Explanation of how wastewa olume was determined: 2.25 ho u s i t: g units
per acre with 2.9 per opts per unit and 85 gpcd flow;
total project drainage 1837 acres. *
IV. DESIGN INFORMATI
N:
1. Brief project d 'ptian: Pro
of tlorga t-on Road and• fol 1 nws P- s i mmon rideek »pstrPam.
crosain Morganton Road, approx• 2,6241.F to Fillyaw Road.
2. , Name o wastewater treatment facility receiving wastewat t
Rockfish WWTP
a. Facility permit no.: N C 0 0 5 010 5
N
b. Engineer should provide statement of his evaluation of do stream sewers to
accept the wastewater: This system is tributar to the
Beaver Creek Interceptor System which as designed
to include this Persimmon Creek drainage area.
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derived in the 201 Facilities
water use of 105 gpcd reduced
the Cumberland County
to the Persimmon
trends, it is believed
to be served by this
imu

.PWC-WiS.Engr.-678-7426 ID: MAY 17'93 9:48 No.002 P.03
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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 or N� Min. Max. Minimum Max. Minimum
(In.) (in. Ft) Material Factor Slope % Slope % Velocity (fps) Ve1.(fps) Cover (in)
18 12624 D.I 0.013 0.30 0.83 3.26 5.42 30
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 3596;
b. 24 fcct 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 sloes or velocities that will occur in any sewer line segment. +what
measures have been taken to protect the scwerpipe and manholes?
N/A
5. Maximum sewer reach length between manholes: 518 linear feet,
4+87.7 70+05.74
6. This sewer line segment occurs between manhole n6b. ind manhole rio,�
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 bang taken to enable the sewers to withstand the loads?
Min. cover @ traffic bearing load point (Freeport Rd.)
is approx. 9' with proper backfill.
9. Outside drop manholes are provided where invert separations exceed: N / A feet.
10. Identify (by manhole number) those manholes that have drop connections- None
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• • PLIC-W/S•:Engr .. 678-7426 ID: MAY 17'93 9:48 No .002 P.04
GRAVITY SEWER EXTENSION
PAGE 4 (4191)
11. Maximum allowable infiltration/exfiluation test rate:
Note: Must not exceed PD/ 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) .12iia; vertical separation fibril storm sewer or ferrous pipe
sanitary. sewer specified?
c) 10 ft. horizontal separation from water mains or 18 in. vortical
separation (water over sewer) or ferrous pipe specified?
13. Arc 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 I foot above the 100-year
flood elevation ( should be shown on plans):
X Yes No
X Yes _ No
X yes _ No
X Yes r, No
Ycs _ 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 tlumbef where r+reamS he e t 1
crossings arc located: Min. cover at stream crossin is Z+ hee 6
@ 60+10 & 65+3 ; ee + ee
@ 132+00• Sheet 7 @ 155+00 Sheet ,8 @ 161+00•& 166+40.
THIS AP+LICATION 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 throe copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a Nprth Carolina
Professional Engineer. The plans must include a general location trap, 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 beomitted for
delegated authorities. Each sheet of the plans and the fist page of the specifications must be
signed and scaled. Three copies of the existing permit if a renewal or modification.
C. The appropriate permit processing fee, in accordance with 15A NCAC 211.0205(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.
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•PWC-W/S.Engr.•678-7426 ID:
MAY 17'93
PAGE 5 (4/91)
Name and Complete Address of Engineering Firth: C o 11 e & C OTT iec Consulting
Engineers, 2573 Ravenhill"D'rive
9:49 No.002 N.05
OIT Fayetteville
Telephone No. [phone]
State: N. C. Zip: . 28303
Professional Engineer's Certification:
John Craig Collie , attest that this application for Persimmon
Creek Interceptor, Line X has been reviewed byroc and isaccurate
and co lete to the best of my knowledge. I further attest that to she best of my .knowledge the
p m de hips been prepared in accordance with the applicable regulations. Although certain
portions od submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal sirifics that I have reviewcdthis material and have
judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Registradon No. 18 0 71
John Craig Co],,b��"",
Print Natzre of Enginoer r '
~ ZM CRRpj'`�,
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Seal and Signature (specify date): SEAL
Applicant's Certification:
I, Timothy Wood
Creek Interceptor, Line X
ti�
1:q./ N �� , S- r 7 - 93
r A IG'
, attest DHatstleapplicatian for Persimmon
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 a lication arc not completed and that if all required supporting
information and attachments not includcq. this application package will be returned as
incomplete.
Signature
Date
•
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTIN
INFORMATION AND MATERIALS, SHOULD BE SENT rO 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
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PWC-W/S Engr. 678-7426 ID: MAY 17'93 9:50 No.002 P.06
• GRAVITY SEWER EXTENSION
PAGE 6 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1; 1990)
CATEGORY' J4EW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS
> 1,000,000 OPD
Industrial $400 $300
Domesti&Cooling Water $400 $300
1001 - 1.000,000 GPD
Industrial $400 $250
Domestic/Cooling Water $400 $250
1,001 - 10.000 CIPD
Industrial $400 $200
Domesii poling Water'. $400 $200
< or =1,000 OPD and
r
Single Family Dwelling $240 $120
Sludge < or = 300 Acres $400 $250
Sludge > 300 Acres $400 $250,
Sewer Extensions
• (nondelegated) $400 0
Sewer Extensions
(delegated)
$200
Closed -Loop Recycle
or Evaporative S400
$200
NOTE: The Fees for Soil Remedialion 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.
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State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh. North Carolin;: 27626-0 35
James G. Martin, Governor
William W. Coney, Jr., Secretary
Memorandum
To: Delegated Municipalities
From: Steve W. Teddett, Chief,^.�
Water Quality Section,
Subject: Delegated Municipalities Checklist for Revised Non -Discharge Permit .Applications
The Division of Environmental Management's ;water Quality Section has revised the
Gravity Sewer Non -Discharge Permit Application Forth. -:"'The form now incorporates the• basic
information that the Division feels is-necessaryin order for thL►' delegated municipalities to perform a
review on a gravity sewer project for the Division; therefore; the Division will no Longer require :hat
the "Delegated Municipalities Gravity Sewer Design Checklist" be completed and suhn,ir�ed.
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 pane of all gravity sewer
applications that are being submitted as a delegated municipalities project. If you Lave any questions
on this matter, please contact Mr. Randy Jones at 919/733-5083.
DELEGATED MUNICIPALITY GRAVITY SEWER CERTIFrr
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
PUBLIC WORKS COMMISSION OF THE CITY OF FAYEIEVILLE, NORTH CAROLINA
May 1, 1991
Applicant:
Project Name: PERSIMMON CREEK INTERCEPTOR, LINE X
T T i'%
Delegated Municipality Reviewer's Certification:
I, VICTOR GANJEHSANI , 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 p ojects.
Delegated Municipality Reviewer's NC Professional Engineer's Registration Nc.: _14368 2,44
U
Seal and Signature (specify date):%)-� 3
t,
NkjitrJ /:
,fir, ��to
.
FORM: DMGS 4/91
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