WQ0009505_Application (FTSE)_19940525

MEMO TO: State Review Group
FROM: Ricky Revels
Environmental Technician
SUBJECT: Procedure Four (4)
WQ0009505
Camelot
Sewer Extension - Public
PWC/City of Fayetteville
Cumberland County
Division of Environmental
Management
Fayetteville Regional
Office
5/24J94
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
2) WWTP design capacity 12.0 MGD
3) NPDES Permit No.: NC0050105 Expiration Date: 05/31/96
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 5/01/93
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers: 18.720 GPD
domestic 100%
; industrial ; other
6) Volume from previously approved projects not yet tributary to
WWTP 3,457,943 GPD
7) Regional Recommendations: Approval
RR/rr
Enclosure
X Denial

�F%2002 14:54,01 TERMINAL CONNECTED TO IM% IM%
KEX88/MP 06/03/94
NN COMPLIANCE EVALUATION ANALYSIS REPORT PAGE i
�
PERMIT--NC0050iO5 PIPE--001 REPORT PERIOD: 9305-9404 LOC--- E
FACILITY--FAYETTEVILLE - PWC ROCKFISH CK DESIGN FLOW-- 12.0000 CLASS--4
LOCATION--FAYETTEVILLE REGION/COUNTY--86 CUMBERLAND
50050 003i0 80530 00610 3i616 50060 00300 TGP3B
MONTH Q/MGD BOD RE%/T%% NH3-N FEC COLI CHLORINE DO CERI7DPF
,
LIMIT F 6.0000 F i2.08 F 30.0 F 2.00 F 208.0 NOL NOL NOL
93/05 5.3548 3.30 5.8 .25 149.0 i.005 9.25
LIMIT F 7.0000 F ii.00 F 30.0 F i.00 F 200.0 NOL NOL NOL
93/06 5.4300 2.50 3.5 .ii 154.0 .7i8 8.91
93/07 5.8709 2.49 4.0 .i8 172.3 .643 8.53 i
93/O8 5.5774 2.07 3.2 .06 45.6 .597 8.43
93/09 6.3933 1.74 1.5 .O8 .325 8.2O
93/10 6.8741 2.00 .9 .ii i5.O .367 9.ii i
LIMIT F 7.0000 F 22.00 F 30.0 F 2.00 F 200.0 NOL NOL NOL
93/11 6.9400 i.88 .9 .iO 151.1 .278 9.28
9302 6.8225 1.39 .9 .ii 29.7 .604 9.68 i
LIMIT F12.0000 F 12.00 F 30.0 F 2.00 F 200.0 NOL NOL NOL
94/0i 7.1354 2.53 i.2 .5i 12.3 .324 10.52 i
94/02 7.1000 2.73 i.4 .21 51.3 .349 18.46
94/03 7.5709 3.71 1.2 .09 46.2 .363 9.52
LIMIT F12.8000 F 6.00 F 30.0 F i.00 F 200.0 NOL NOL NOL
94/04 7.8600 2.13 i.0 .04 95.9 8.57 i
AVERAGE 6.5107 2.37 2.i .15 83.5 .505 9.20 i
MAXIMUM 9.5080 6.70 8.6 2.80 i4i5.0 2.i20 11.60 i
MINIMUM 4.5000 .20 .i .03 .O .020 6.20 i
UNIT MGD MG/L MG/L MG/L 0000ML MG/L MG/L PA%%/FAI

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!KEX88/MP
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COMPLIANCE EVALUATION ANALYSIS REPORT
O6/O3/94
PAGE 2
PERMIT--NC0050i05 PIPE--00i REPORT PERIOD: 9305-9404 LOC--- E
FACILITY--FAYETTEVILLE - PWC ROCKFISH CK DESIGN FLOW-- 12.0000 CLASS--4
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
880i8 00400 00600 00665 01042 0051
MONTH TEMP PH TOTAL N PHO%-TOT COPPER LEAD
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL
93/05 0.25 7.6-7.i 16.500 i.7800 0000 .00OO
LIMIT NOL 9.0 6.8 NOL NOL NOL NOL
93/06 23.i8 7.8-7.2 14.800 2.3000 .0000 .O000
93/07 24.66 7.8-7.0 i8.O00 1.7000 .0000 .0000
93/08 25.i3 8.0-7.4 i7.iOO i.8000 46.0000 .0000
93/89 24.49 8.0-7.3 i4.iO0 2.1000 .0000 .000O
9300 0.57 7.9-6.8 16.600 i.9000 ii8.O0OO .00OO
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL
93/11 20.70 7.8-7.4 12.300 2.0000 0.0000 .00OO
9302 18.55 7.7-7.0 14.900 i.8000 35.0000 .0000
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL
94/01 16.55 8.i-7.0 12.300 1.7000 .0000 .0000
94/02 16.20 7.9-6.9 i7.300 i.6200 .00OO .00OO
94/03 17.47 7.4-6.6 14.700 i.5000 .0000 .0OOO
LIMIT NOL 9.O 6.0 NOL NOL NOL NOL
94/04 19.60 7.9-7.O i5.600 i.5600 .0000 .00OO
AVERAGE 20.75 ______ i5.350 1.8066 i9.i666 .0000
MAXIMUM 27.08 8.i0O i8.00O 2.3000 ii8.0000
MINIMUM 15.00 6.600 12.300 1.5000 0.0000 ________
UNIT DEG.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
May 25, 1994
MR STEVEN ROUTH
TOWN OF HOPE MILLS
3701 SOUTH MAIN STREET
HOPE MILLS, NORTH CAROLINA 28340
Dear MR ROUTH:
MAY 27 1994_
ENV.
EVILLEMANAGEMENT
[ OFFICE
�LETI
Subject: Application No. WQ0009505
Camelot
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on May 20, 1994. This application has been assigned the number listed above.
PLEASE REFER TO THE ABOVE WATER QUALITY NUMBER WHEN MAKING INQUIRES
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
Averette Engineering Co.
Sincerely,
Carolyn Mcgaskill_
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

S.
A'.
State of North Carolina
Departmei i 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 ): Ta4N OF HOPE MILLS
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): STEVEN ROt7TH
3. Mailing Address: 3701 sown MAIN STREET
City: HOPE MILLS
State: N.C. Zip: 28340
Telephone No.: ( 910 ) 424-4555
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., litters of flow acceptance, Operational Agreements, etc.):
5. Application Date: FEB. 24, 1994 6. Fee Submitted: $ 400.00
7. County where project is located: CUMBERLAND
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM): /,V ( o Q1 S
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 N/A
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.:
EXTEND SANITARY SEWER LINE TO SERVE CAMELOT SUBDIVISION-:52 RESIDENTIAL
LOTS ON THIS EXTENSION.
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: 18,720 gallons per day
6. Explanation of how wastewater volume was determined: 52 X 360 GPD/CONNECTION
120 GPD X 3 BEDROOM = 360 GPD
BEDROOM
IV. DESIGN INFORMATION:
1. Brief project description: EXTEND EX : STING SANITARY SEWER TO SERVE CAMELOT
SUBDIVISION
2. Name of wastewater treatment facility receiving wastewater: ROCKFISH TREATMENT PLANT
CITY OF FAYETTEVILLE
a. Facility permit no.: Nc0050105
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: THE SEWERS DOWNSTREAM ARE ADEOUATF TQ
ACCEPT THE WASTEWATER FROM THIS SUBDIVISION.
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GRAVli : SL\\LK L.\iL\>1U.\
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.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
8" 1025 VCP 0.13 0.40 0.40 2 2.0 36"
12" 1311 VCP 0.13 0.22 0 22 2 2.0 36"
12u 25 DI 0.13 0.22 0.22 2 2 36"
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minFinum 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: 312 linear feet.
6. This sewer line segment occurs between manhole no. 0+00 and manhole no. 31195
EASEMENT #2
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?
SANITARY SEWER SPECIFIED, INSTALLED PROPERLY AT THE DEPTHS INDICATED
WILL WITHSTAND NORMAL TRAFFIC BEARING LOADS
9. Outside drop manholes are provided where invert separations exceed: 2 feet.
10. Identify (by manhole number) those manholes that have drop connections: NONE
3 of 6

PAGE 4 (4/91)
1`1 M`aximui;t allowable infiltradon/exfiltrataon test i die. in./ mile.
Must not excecdloo GPD/ p-pc d in./ mile. ?�U2 GPD/ pipe
12. Minimum separation distances as shove i ut, tl;i: piaas or adt .sled in the specifications:
a) 100 ft. horizontal separation fi'om wells or other water supplies? xL. Ycs No
b) .12:in; vc.►4ic a1 separation from storm se.Ver or ferrous pipe
sanitary sewer specified? x Ycs No
ej 10 ft. horirnta!;separation from wakci rains or 18 in. vertical
separation (water over sewer) or fs+, +hs pipe sie,:ificd? x Yes _ No
)1, -4: use manholes subje t to flooding? ,Yes x No
k 4. ff yes, are manhole rim elevations 1 foot above:100-year flood level, Yes _ No N/A
1Ce year flood elevation should be indicated on plans)
..le are manholes watertight and vented I foot hbrwc the 100-year `Yes — No N/A
flood elevation ( should be shown on plans):
6. Identify (by manhole number) those manholes that are vented: N/A
L'rL. Does this project involve any stream crossings? _ yes x no. If yes, what precautions
or spt cial 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: —
TIHIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL 1.1.4NAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS APE INCLUDED WITH THE SUBMITTAL
v.equired Items
One original and three copies of the completed and appropriately executed application forr,I.
x'tiree sets of detailed plans and signed and scaled by a North Carolina
'professional Engineer. The plans 2nusJnelude a general location map, a plan view of tt ,
wer extension, a profile of the sewer extension, and must show the proximity.of the
E wet extension to other utilities end natural features. Specifications may be on ittal tog
1clegated.authorities. Each sheci of tile plant, and the first page of the sper-ifitanktris must b
signed and sealed. Three copies of the exLydiig permit if a renewal or toodincation.
The appropriate permit processing in accordance with I5A NCAC 2H .0205(c)(5).
If the owner/authority of the wastewater treatment facility (\VWT) 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.
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

° < '
V1Ri1 V 11 1 L. L/'* 1Ll•Jav1.•
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm: AVERETTE ENGINEERING CO- • p-A-
1717 SWANN STREET
City: FAYETTEVILLE
Telephone No. [phone]
State: N.C. Zip: 7R101-1741
Professional Engineer's Certification: -
I,- CHARLES D. AVERETTE , attest that this application for
CAMELOT 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. 4676
Print Name of Engineer CHARLES D. AVERETTE
�,.;�Nunrt,�b ,
.qb" \H CARO��N'
Seal aatttd Signature (specify date): n t ,F�°°° 9 •,
f S.
e r s e
0
0
r.
1. r c
Appli ',
can ' Cert' 'cation: ,..
, attest that this application for 7wA)
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 VI qK
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
I, .3vtit) (G�
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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