WQ0012024_Application (FTSE)_19960206

i= 2v
MEMO TO: State Review Group
FROM: Ricky Revels R. R '"----
Environmental Technician IV
SUBJECT: Procedure Four (4)
WQ0012024
Golden Creek South
Sewer Extension - Public
PWC/City of Fayetteville
Cumberland County
Division of Environmental
Management
Fayetteville Regional
Office
2/29/96
Date
State Review Group Review
Engineer Rick Moore
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 1/95
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers: 32.760 GPD
domestic 100% ; industrial ; other
6) Volume from previously approved projects not yet tributary to
WWTP 10.562,889 GPD
7) Regional Recommendations: Approval
RR/rr
Enclosure
X Denial

O2/29/96
GKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE i
PERMIT--NC0050i05 PIPE--OOi REPORT PERIOD: 950-902 LOC--- E
FACILITY--FAYETTEVILLE - PWC ROCKFISH CK DESIGN FLOW-- 12.0000 CLASS--4
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
50050 003i0 80530 00610 3i6i6 50060 00300 TGP3B
MONTH Q/MGD BOD RE%/T%% NH3-N FEC COLI CHLORINE DO CERI7DPF
LIMIT F12.0080 F 12.80 F 30.0 F 2.00 F 200.0 NOL NOL NOL
95/01 7.5967 4.83 2.1 .05 13.2 363.500 9.60 i
95/02 8.i2i4 4.90 1.8 .04 i8.9 388.000 9.73
95/03 8.5i29 5.39 i.4 .23 12.5 20.652 9.56
LIMIT F12.0000 F 6.00 F 30.0 F i.00 F 200.0 NOL NOL NOL
95/04 7.5166 4.43 i.4 .08 32.4 285.3i5 9.85 i
95/05 7.5967 3.83 1.7 .08 20.6 365.954 9.40
95/06 9.2566 2.9i 1.3 .07 6.9 302381 8.84
95/07 8.2483 2.44 i.0 .04 i0.i 235.750 8.70
95/08 7.6000 2.97 i.i .05 11.4 i88.03 8.39
95/09 7.5600 3.34 1.3 .07 48.5 20.508 8.75
95/i0 8.0096 3.17 i.3 .07 4.0 08.454 8.83 i
LIMIT Fi2.0000 F 12.00 F 30.0 F 2.00 F 200.0 NOL NOL NOL
95/1i 7.5780 3.35 1.6 .05 8.3 234.750 9.40
95/12 7.i806 4.00 1.4 .08 2W.42i 9.63
AVERAGE 7.8974 3.79 i.4 .07 15.9 282.05 9.22 �
MAXIMUM 13.2000 7.30 3.8 i.20 500.0 600.000 ii.0O i
MINIMUM 6.i000 i.40 .4 .03 LE%%THAN 40.000 8.i0 i
UNIT MGD MG/L MG/L MG/L 4080ML UG/L MG/L PA%%/FAI

GKEX88/MP '
COMPLIANCE EVALUATION ANALYSIS REPORT
02/29/96
PAGE 2
`PERM'T--NC0050i05 PIPE--00i REPORT PERIOD, 9501-9512 LOC--- E
FACILITY--FAYL([EVlLLE - PWC ROCKFISH CK DESIGN FLOW-- 12.0000 CLASS --A
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
O00i0 00400 00600 00665 0042 0i05i
MONTH TEMP PH TOTAL N PHO%-TOT COPPER LEAD
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL
95/Oi 17.65 7.4-6.8 W.400 W800 .0000 .00O0
95/02 16.55 7.5-6.8 i4.400 i.2780 .0080 .0000
95/03 17.86 7.4-6.8 11.400 .5800 .0000 .8002)
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL
95/04 10.21 7.9-7.0 ii.8OO i.000 .00OO .000O
95/05 22.50 7.5-6.8 2i.208 3.i250 .0000 3.7000
95/06 24.27 8.0-6.6 16.908 i.7866 .0000 .0000
95/07 26.iO 7.4-6.7 i2.900 1.6680 .8000
95/08 27.73 7.6-6.8 12.800 i.B80O .0000 .0000
95/09 26.40 7.4-6.8 i6.300 2.08O0 .8000 .0080
95/10 24.72 8.0-6.8 16.100 2.7300 4.0000 .0800
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL
95/ii 21.55 7.2-6.3 14.100 1.4700 5.0000 .0O00
9502 18.73 7.6-6.4 i6.880 1.7908 6.0008 .2080
AVERAGE 22.02 ---- 15.008 i.77i8 1.2500 .325O
MAXIMUM 28.00 8.O00 21.200 3.4500 6.0000 3.7000
MINIMUM i5.00 6.308 11.400 .2700 4.8000 .2000
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
Al 1 I I 9 I I Fr:A
�EHNR
February 6, 1996
MR. M.J. NOLAND
PWC/FAYE F1"BVILLE
PO DRAWER 1089
FAYFTTFVII..I..,E NORTH CAROL INA 283nm.
Dear MR. NOLAND:
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Subject: Application No. WQ0012024
Golden Creek South
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on February 2, 1996. This application has been assigr.-.I the number listed
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRES ON THIS PROJECT.
Your project has been assigned to Rick Moore 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 Rick Moore at [phone] extension 527. 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,
Le-U/Carn D. McCaskill
Supervisor, State Engineering Review Group
cc: Fayetteville Regional Office
Averette Engineering Co.
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
2. Print Owners or Signing Official's Name and Title (the person who is
QD
al
-r,
Commission of the Cit.? of
Fayettevil ,$
legally
responsible for the facility and its compliance): M. J. Noland, P.E.
3. Mailing Address: Public
city: Fayetteville
Works Commission, Post Office Drawer
1089
State: N. C.
Telephone No.: ( 910 ) 678-7443
Zip: 28302-1089
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Golden Creek South
5. Application Date: December 29, 1995
6. Fee Submitted: $ 200.00
7. County where project is located: Cumberland
II. PERMIT INFORMATION:
1.
Permit No. (will be completed by DEM): (i(0 O t D.004
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 N/A and issue date N/A
4. Specify whether the applicant is x public or private.
FORM: GSEA 4/91 Page 1 of 6

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.:
Residential Subdivision (Mobile Home)
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: 32,760
gallons per day
6. Explanation of how wastewater volume was determined: 91 Connections @ 360/gallons/day
IV. DESIGN INFORMATION:
1. Brief project description: Extend sanitary sewer to serve Golden Creek South
2. Name of wastewater treatment facility receiving wastewater: Rockfish
a. Facility permit no.: NC 005105
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: The sewers downstream are adequate to acceQt
the wastewater from this subdivision.
2 of 6

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 orMin. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
8 2812 VC 0.013
0.40 1.85 2.0 3.5 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: 451 linear feet.
6. This sewer line segment occurs between manhole no. 6+62.88and manhole no.11+13.39
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: 2.5 feet.
10. Identify (by manhole number) those manholes that have drop connections: None
3 of 6

rAVl✓ 4 v-i/yi
11. M•aximum allowable infiltration/exfiltration test rate:
Note: Must not exceed ioo GPD/ pipe dia. in./ mile. no 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? is 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):
16. Identify (by manhole number) those manholes that are vented: Ni A
N/A
__Yes _ No N/A
17. Does this project involve any stream crossings? yes x no. If yes, what precautions
or special featurtshave 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
One original and three copies of the completed and appropriately executed application form.
Three sets of detailed plans and specifications signed and scaled 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.
The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
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.
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

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: 28303-3743
Professional Engineer's Certification:
Michael D. Averette , attest that this application for
Golden Creek South 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. 021411
Print Name of Engineer
Michael D. Averette,,,,,,,,,
Seal and Signature (specify
-V' 7(73--
Applicant's Certification:
I, M. J. Noland, P. E.
Golden Creek South
�•'0 SS/p /'7
date): Q.
SEAL =
021411
�' t
�GINE��'`�'��:
PEE
, attest that this application for
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 n. t included, this application package -wi11 be returned as
incomplete. For al Boland
Signature Date I-'Qc L'
THE CO P APP l ATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATI s N 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

State of North Carolina
Dcpar(rncnt of Environment, Health, and Natural Resource,
Division of Environmental V1anai'ement
512 North Salisbur\ Street • Ralei<,h. North Carolina: 2 _(C(, rig
C•.,:r, :t.
;times G. Marun. Gov'cmor
\\.111;arn \V. Coby. Jr.. S�c ct.ir/
Memorandum
To: Delegated Municipalities
From: Steve W. Tedder- Chief. f .
Water Quality Section t/
May 1, 1991
Suo,ect: Delegated C`,e_c::iist for Revise f erne:
The Division of Environmental Management's Water Quality Section has revised t,�•_
Gravity Sewer Non -Discharge Permit Application Form. The form now incorporates the baste
information that the Division feels is necessary in order for the delegated municipalities to perfomt u
review on a gravity sewer project for the Division; therefore, the Division will no longer require tht t
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 CERTIFIr.4TIfN
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Applicant: PURJ.TC COMMTSST0N OF THE CTTY OF FAYFTTFVTr I F_,_11IIRTIi—CAROi I -NA--
Project Name: GOLDEN CREEK SOUTH
Delegated Municipality Reviewer's Certification:
[, 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 thu
Division of Environmental Management's minimum design requirements for gravity sewer projects
Delegated Municipality Reviewer's NC Professional Engineer's Reczisiration No.
Seal and Signature (specifyda:ei
FORri\'1: DMGS 4i9I
PAGE. 1 OF i