WQ0009769_Application (FTSE)_19940726

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MEMO TO: State Review Group
FROM: Ricky Revels
Environmental Technician
SUBJECT: Procedure Four (4)
WQ0009769
Soccer Complex
Sewer Extension - Public
PWC/City of Fayetteville
Cumberland County
Division of Environmental
Management
Fayetteville Regional
Office
8/12194
Date
State Review Group Review
Engineer Buzz Crosby
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 Expiration Date: 05/31/96
4) Compliance Information:
Present treatment plant performance
for previous j months - beginning 7/93
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers: 15.000 GPD
domestic 100% ; industrial ; other
6) Volume from previously approved projects not yet tributary to
WWTP 1.645.034 GPD
7) Regional Recommendations: Approval
RR/rr
Enclosure
X Denial

GKO88/b,
COMPLIANCE EVALUATION ANALYSIS REPORT
O8/ii/94
PAGE i
' PERMIT--NCO023957 PIPE--OOi REPORT PERIOD, 9307-9406 LOC--- E
FACILITY--FAYETTEVILLE-CROSS CRK WWTP DESIGN FLOW-- 22.0000 CLASS--4
LOGATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
50050 0000 00530 006iO 3i6i6 50060 00300 TGP31.(
MONTH Q/MGD BOD RE%/T%% NH3+NH4- FEC COLI CHLORINE DO CERI7DPF
LIMIT F22.0000 F 8.88 F 30.0 F 2.00 F 200.0 NOL NOL NOL
93/07 13.2032 3.00 3.4 .16 25.4 .057 6.19 i
93/08 13.0064 2.80 3.i is 6i.4 .143 5.96
93/09 12.0000 2.49 i.6 .14 30.2 .04i 6.7O
9300 ii.4967 6.70 2.2 .i0 33.9 .120 6.57 i
LIMIT F22.0000 F 16.00 F 30.0 F 4.00 F 200.0 NOL NOL NOL
93/ii i2.0433 3.64 2.1 .30 28.4 .880 7.65
9302 11.6580 3.65 2.0 .30 40.6 .127 8.09 i
94/Oi i2.6000 538 2.6 .39 88.4 .i86 8.65 i
94/02 i2.7750 3.92 i.5 i.29 i8.2 .217 7.54
94/03 13.7225 4.48 i.9 .51 37.0 .i24 7.42
LIMIT F22.0000 F 8.00 F 30.0 F 2.00 F 200.0 NOL NOL NOL
94/84 13.4366 3.4i 1.1 .33 i2.O 6.90 i
94/05 12.2833 4.30 1.4 .32 44.0 6.89
94/06 12.7766 2.91 1.1 .i3 26.8 iO.00O 6.87
AVERAGE 12.5834 3.87 2.0 .34 37.1 i.}09 7.ii i
MAXIMUM 2i.5000 i8.50 6.3 5.60 i9O0.0 i0.000 9.80 i
MINIMUM 8.8000 .20 .4 .00 j.O .00O 5.30 i
UNIT MGD MG/L MG/L MG/L 4/100ML UG/L MG/L PA%%/FAI

GKEX884MP
COMPLIANCE EVALUATION ANALYSIS REPORT
O8/ii/94
PAGE 2
PERMIT--NCO023957 PIPE--OOi REPORT PERIOD: 9307-9406 LOC--- E
FACILITY--FAYETTEVILLE-CROSS CRK WWTP DESIGN FLOW-- 22.0000 CLASS--4
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
000iO 00400 00600 00665 00720 00951 OiO27 0iO34
MONTH TEMP PH TOTAL N PHO%-TOT CYANIDE FLUORIDE CADMIUM CHROMIUM
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL NOL NOL
93/07 27.95 7.3-6.9 15.200 1.7600 .8000 i.398 .0000 .5625
93/08 27.86 7.4-6.7 13.050 i.7250 .0080 i.434 .3250 .00OO
93/09 27.57 7.4-7.1 ii.i00 i.7200 .00OO 1.633 .i80O .47OO
93/10 24.57 7.3-7.0 iO.800 1.9750 .0000 1.407 .i575 .25O0
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL NOL NOL
93/11 2i.i0 7.2-6.8 13.500 5.0400 .0000 1.262 .0000 .05O
9302 i8.40 8.5-6.8 13.050 2.4750 .00OO 1.225 .0000 .000O
94/0i 15.45 7.5-6.7 9.765 1.8275 .0000 i.i9O .0000 .6iOO
94/02 i5.95 7.3-6.9 20.795 2.2000 .0000 1.492 .00OO .0000
94/03 i7.2i 7.3-6.7 17.460 2.ii60 .0008 i.iii .1240 .6800
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL NOL NOL
94/04 20.45 7.2-6.6 17.330 2.3475 .0000 i.i90 .0000 .000O
94/05 22.42 7.2-6.7 20.740 2.6300 .0000 i.267 .0000
94/86 25.36 7.1-6.3 15.940 2.1520 .0000 .632 .0000 .240O
AVERAGE 22.02 _______ i4.894 2.3306 .0000 i.270 .0655 .2689
MAXIMUM 29.00 8.500 24.928 16.2000 ________ 2.155 1.3800 i.660O
MINIMUM 14.00 6.300 8.200 .3000 _______ .03 ________ .........
UNIT DEG.0 %U MG/L MG/L MG/L MG/L UG/L UG/L

COMPLIANCE EVALUATION ANALYSIS REPORT
08/ii/94
PAGE 3
' PERMIT--NCO023957 PIPE--00i REPORT PERIOD: 9307-9406 LOC--- E
FACILITY--F^YETTEVILLE-CROSS CRK WWTP DESIGN FLOW-- 22.0000 CLASS--4
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
Oi042 O105i 01067 Oi077 OiO92
MONTH COPPER LEAD NICKEL SILVER ZINC
NOL NOL NOL NOL NOL
93/07 13.0000 .5000 .00OO .80iO 63.6750
93/08 26.7500 .5258 7.7500 .0000 57.3750
93/09 0.5000 2.1200 .00OO .0000 74.4700
93/i0 43.0000 1.6000 3.7000 .0000 62.5500
LIMIT NOL NOL NOL NOL NOL
93/11 38.3625 .O0OO 5.3650 .0000 i25.9500
9302 iO7.2000 .O000 .0000 .0000 158.2000
94/01 27.7750 .0000 4.i950 .7600 122.7875
94/02 20.6250 i.5675 .0000 .3800 130.6250
94/03 27.5000 .4408 5.0000 i.4600 92.8600
LIMIT NOL NOL NOL NOL NOL
94/04 3.3000 2.6750 .0000 .7008 88.5500
94/05 21.8750 .0000 2.9500 .0000 99.8250
94/06 22.9000 2.1200 3.9800 .5400 78.5600
AVERAGE 3i.9822 .9622 2.7450 .3200 96.2856
MAXIMUM 299.0000 6.8000 3i.0000 2.5000 180.4000
MINIMUM 21.0000 2.0500 2.8000 .00iO 47.3000
UNIT UG/L UG/L UG/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
July 26, 1994
MR M.J. NOLAND
FAYE1" E,VILLE PUBLIC WORKS COMMISSION
PO DRAWER 1089
FAYE1'1'EVILLE, NORTH CAROLINA 28301
Subject:
Dear MR NOLAND:
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19 k. i „' �'.
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JUL7 27 1994i ,.>'f
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Application No. WQ0009769
Fayetteville Public Works Commission
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on July 26, 1994. This application has been assigned the number listed above.
PLEASE REFER TO THE ABOVE WA 1'ER QUALITY NUMBER WHEN MAKING INQUIRES
ON THIS PROJECT.
Your project has been assigned to Buzz Crosby 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 Buzz Crosby at [phone].
Sincerely,
a_X..r' \CY
Carolyn McCaskill
Supervisor, State Engineering Review Group
cc: Fayetteville Regional Office
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

NON NPDES FACILITY AND PERMIT DATA
UPDATE OPTION TRXID 50U KEY W00009769
?ERSONAL DATA FACILITY APPLYING FOR PERMIT RPP/PERMIT FEE-$ 200.00 REGION
FACILITY NAME> FAYETTEVILLE PUBLIC WORKS COM1 COUNTY> CUMBERLAND 06
ADDRESS: MAILING (REQUIRED) ENGINEER: MOORMAN, KIZER & REITZEL
STREET: PO DRAWER 1089 STREET: PO BOX 53774
CITY: FAYETTEVILLE ST NC ZIP 28301 CITY: FAYETTEVILLE ST NC ZIP 28305
TELEPHONE [phone] TELEPHONE: [phone]
STATE CONTACT> CROSBY FACILITY CONTACT M.J. NOLAND, P.E.
TYPE OF PROJECT> SEWERS -PUBLIC LAT: LONG:
DATE APP RCVD 07/26/94 N=NEW,M=MODIFICATION,R=REISSUE> N
DATE ACKNOWLEDGED 07/26/94 DATE REVIEWED / / RETURN DATE / /
REG COMM REQS 07/26/94 DATE DENIED / / NPDES tt-
REG COMM RCVD / / DATE RETURNED / / TRIB Q .0000 MGD
ADD INFO REQS / / OT AG COM REQS / / TRIB DATE- / /
ADD INFO RCVD / / OT AG COM RCVD / /
END STAT APP P 10/24/94 DATE ISSUED / / DATE EXPIRE / /
FEE CODE()1=(>1MGD),2=(>10KGD),3=(>1KGD),4=(<1KGD+SF),5=(S>300A),6=(S<=300A),
7=(SENDEL),8=(SEDEL),9=(CLREC),0=CN0 FEE) DISC CODES ASN/CHG PRMT
ENG CERT DATE / / LAST NOV DATE / / CONBILL( )
COMMENTS:
MESSAGE: *** DATA ADDED SUCCESSFULLY ***

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
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I. GENERAL INFORMATION:
Public Works Commission of The
1. Applicant (corporation, individual, or other ): City of Fayetteville, NC
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): M.J. Noland, P.E.
Director Water Resources
3. Mailing Address: PO Drawer 1089
City: Fayetteville State: NC Zip: 28301-1089
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.):
Sewer Extension to serve Fayetteville Area Youth Soccer Association
Soccer Complex .
5. Application Date: July 1994 6. Fee Submitted: $200.00
7. County where project is located: Cumberl and
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM): (0 Q 00 O q Co 9
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

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III. INFORMATION ON WASTEWATER:
GRAVITY SEWER EXTENSION
PAGE 2 (4/91)
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.:
Soccer complex clubhouse
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: 15,000 gpd gallons per day
6. Explanation of how wastewater volume was determined: C1 ub house to serve
approximately 1500 persons at peak times at 10 GPD/person = 15,000 GPD
IV. DESIGN INFORMATION:
1. Brief project description: Extend 8" S.S. from existing *" S.S. outfall to
serve soccer complex clubhouse. Total of 1190 1.f. of 8" and 6
manholes.
Cross Creek
2. Name of wastewater treatment facility receiving wastewater: Treatment P1 ant
a. Facility permit no.: NC 0023957
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: This system connects to an existing 8" line
designed to serve this area.
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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: C
Dia. Length Pipe C or N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
8 3020 V.C. 0.013 0.40 9.00 2.2 10.0 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?
N/A
5. Maximum sewer reach length between manholes: 300 linear feet.
6. This sewer line segment occurs between manhole no. 0+00 and manhole no 3+00
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?
Min. 36" of cover with suitable backfill and compaction.
9. Outside drop manholes are provided where invert separations exceed: 2.5 feet.
10. Identify (by manhole number) those manholes that have drop connections:
5+00
3 of 6

GRAVITY SEWER EXTENSION
PAGE 4 (4/91)
Maximum allowable infiltration/exfiltration test rate:
Note: Must not exceecP4GPD/ 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? _Yes 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? _ 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:
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.
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Name and Complete Address of Engineering Firm:
PO Box 53774
GRAVITY SEWER EXTENSION
PAGE 5 (4/91)
Moorman, Kizer & Reitzel, Inc.
City: Fayetteville State: NC Zip: 28305
Telephone No. 910) 484- 5191
Professional Engineer's Certification:
James M. Kizer, P.E. ,attest that this application for sewer extension
to serve Fayetteville Area Youth Soccer Assocha n 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. 4783
Print Name of Engineer James M. Kizer, P.E.
Seal and Signature (specify date
Applicant's Certification:
M.J. Noland, P.E.
serve Fayetteville Area Youth
••41 N CAij04,•,,
orESSie�. 4 ,
0. 9
,part rttt!! this application for sewer extension to
Soccer Association Soccer Complex
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 T~ WO '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
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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
$240 $120
Sludge < or = 300 Acres $400 $250
Sludge > 300 Acres $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.
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State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
513 North Salisbury Street • Raleigh_ North Carotin:: 27626.tl3f-.
lames G. Martin. Governor
Witham W. Cobey, Jr.. Scc:etar:-
Memorandum
To: Delegated Municipalities
From: Steve W. Tedder. Chief
Water Quality Section
Subject: Delegated Munic::)::iiH::a C`,�cl<lis: for Revised Non-Disch:u'e Pcmu:
The Division of Environmental Management's Water Quality Section has revised tht
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
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 919/733-5083.
DELEGATED MUNICIPALITY GRAVITY SEWER CERTIFITATTO
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
May 1, 1991
Applicant: PUBLIC. WORKS COMMISSION op THE f TTY nF FAvr'i'i'H'v i i i r , t�tt1K + QK,ll
Project Name: F,'AAYETTE ILLE AREA YOUTH SOCCER ASSOCIATION COMPLEX NEAR METHODIST
COLLEGE
Delegated Municipality Reviewer's Certification:
I, VICTOR 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 the.
Division of Environmental Management's minimum design requirements for gravity sewer projects.
Delegated Municipality Revie•.cer's NC Pro,essional Engineer's Registration No.:
Seal and Signature (specify daa :
FORM: DMGS 4/91
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