WQ0009709_Application (FTSE)_19940714

•
MEMO TO: State Review Group
FROM: Ricky Revels R 4, I?"'
Environmental Technician
SUBJECT: Procedure Four (4)
WQ0009709
Five Thompson Outfall
Sewer Extension - Public
PWC/City of Fayetteville
Cumberland County
FR-0
Division of Environmental
Management
Fayetteville Regional,,
Office
7/20/94
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 - 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 6/93
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers: 86.400 GPD
domestic 100% ; industrial ; other
6) Volume from previously approved projects not yet tributary to
WWTP 3.595.313 GPD
7) Regional Recommendations: Approval
RR/rr
Enclosure
X Denial

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°GKEX88/MP 0709/94
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE i
PERMIT--NC0O5Oi05 PIPE--OOi REPORT PERIOD: 9306-9405 LOC--- E
FACILITY--FAYETTEVILLE - PWC ROCKFISH CK DESIGN FLOW-- 12.0000 CLASS--4
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
58050 0000 00530 8000 3i6i6 50060 00300 TGP313
MONTH Q/MGD DOD RE%/TE% NH3-N FEC COLI CHLORINE DO CERI7DPF
LIMIT F 7.0080 F ii.08 F 30.8 F i.00 F 200.0 NOL NOL NOL
93/86 5.4308 2.50 3.5 .ii i54.0 .7iO 8.91
93/87 5.8709 2.49 4.0 is 172.3 .643 8.53 i
93/88 5.5774 2.07 3.2 .06 45.6 .597 8.43
93/09 6.3933 i.74 1.5 .08 79.7 .325 8.2O
9300 6.8741 2.00 .9 .ii i5.0 .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 1.88 .9 .iO 15i.i .278 9.28
9302 6.8225 i.39 .9 .ii 29.7 .604 9.68 i
LIMIT F12.0000 F 12.00 F 30.O F 2.00 F 200.0 NOL NOL NOL
94/8i 7.1354 2.53 1.2 .51 i2.3 .324 i0.52 i
94/02 7.i000 2.73 i.4 .21 51.3 .349 iO.46
94/03 7.5709 3^71 1.2 .09 46.2 .363 9.52
LIMIT 02.0000 F 6.00 F 30.O F i.00 F 200.0 NOL NOL NGL
94/O4 7.0600 2.13 KO .04 95.9 8.57 i
94/85 6.7483 3.20 1.5 .47 24.7 9.56
AVERAGE 6.6269 2.36 1.7 .17 73.1 .456 9.23 i
MAXIMUM 9.5000 6.70 8.6 2.80 i4i5.0 1.08 11.60 i
MINIMUM 4.5080 .20 .i .03 .0 .020 6.20 i
UNIT MGD MG/L MG/L MG/L 1/iOOML UG/L MG/L PA%%/FAI

ZKEX88/MP 8709/94
' COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 2
PERMIT--NC0058i05 PIPE--80i REPORT PERIOD1 9306-9405 LOC---I::*
FACILITY--FAYETTEVILLE - PWC ROCKFISH CK DESIGN FLOW-- 12.9000 CLASS--4
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
000i0 00400 00600 88665 0042 0iO51
MONTH TEMP PH TOTAL N PHO%-TOT COPPER LEAD
LIMIT NOL 9.8 6.0 NOL NOL NOL NOL
93/06 23.i8 7.8-7.2 i4.800 2.3000 .0008 .0000
93/07 24.66 7.8-7.8 i8.080 1.7000 .0000 .8000
93/08 25.i3 8.0-7.4 i7.iOO i.8000 46.0000 .0000
93/09 24.19 8.0-7.3 i4.iO8 2.1000 .0000 .0000
93/10 21.57 7.9-6.8 16.600 1.9000 118.0808 .0000
LIMIT NOL 90 6.0 NOL NOL NOL NOL
93/11 20.70 7.8-7.4 12.300 2.0000 3i.0000 .0000
9302 i8.55 7.7-7.0 14.900 1.8000 35.0000 .0000
LIMIT NOL 9.O 6.0 NOL NOL NOL NOL
94/01 16.55 8.1-7.0 12.300 1.7088 .0000 .0000
94/02 16.20 7.9-6.9 17.300 1.6200 .0000 .0000
94/03 17.47 7.4-6.6 14.700 4.5000 .0000 0000
LIMIT NOL 9.O 6.O NOL NOL NOL NOL
94/84 19.60 7.9-7.0 i5.600 i.5600 .0000 .0000
94/85 0.33 7.7-6.7 17.800 i.8i00 .8000 .000O
AVERAGE 28.76 _____ i5.458 i.8i58 19.i666 .0000
MAXIMUM 27.08 8.i00 18.000 2.3000 118.0000 _
MINIMUM i5.00 6.600 12.300 1.5000 0.0000 ._______
UNIT DEG.0 SU 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
July 14, 1994
MR M.J. NOLAND
PWC/FAYEF1'EVILLE
PO DRAWER 1089
FAYE'1ThVILLE, NORTH CAROLINA 28302
Dear MR NOLAND:
Avi9CIVA
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JUL, 18 19941
ENV. MANAC EMENT
FAYETTEVILLE REG. OFFICE
Subject: Application No. WQ0009709
Five Thompson Outfall
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on July 13, 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 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].
n -rely,
I
Caro yn McC ill
Supervisor, S to Engineering Review Group
cc: Fayetteville Regional Office
Bennett Engineering
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 MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
I. GENERAL INFORMATION:
Fayetteville Public Works Commission
1. Applicant (corporation, 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): Marion J. Noland, PE
Director of Water Resources
3. Mailing Address: P.O. Drawer 1089 `Lc)
City: Fayetteville State: NC Zip: 28302,
cnat•:
--
Telephone No.: (910 ) 4 8 4 -14 01 r , rn
x r-n .,z
4. Project Name (subdivision, facility, or establishment name - should be consistent with w cy 3
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):: ==:
c)
Five Thompson Outfall Line '`�
b
5. Application Date: 30 Jun 94
7. County where project is located: -UMm h e r 1 a n d
PERMIT INFORMATION:
1. Permit No. (will be completed by DEM):
6. Fee Submitted: $ 2 0 0.0 0
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
4. Specify whether the applicant is X public or private.
FORM: GSEA 4/91 Page 1 of 6

LNl1 I'll ♦ JL tt araN. La! lb. .sL\JaVa•
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. 10 0 % 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.: "
Residental Subdivision
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels: NnnP
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: 86,400
gallons per day
6. Explanation of how wastewater volume was determined: 240 dwelling units
with 3 bedrooms ea. x 120 GPD
IV. DESIGN INFORMATION:
1. Brief project description• Construct a 12" San. Sewer Outfall to serve
a Residential Subdivision (240 three bedroom dwellings)
with capacity for future increased flow.
2. Name of wastewater treatment facility receiving wastewater: Rockfish Treatment Plant
a. Facility permit no.: NC 0050105
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: The existing 30" dia. Little Rockfish
Outfall Line down stream from this project is adequate
for this addition.
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: N
Dia. Length Pipe C or(J Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
4680. PVC 0.010 0.25 2.32 2.9 Q.9 36
12 130 DIP 0.013 0.349 1.2(1 2.5 .2
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: 424 ' linear feet.
6. This sewer line segment occurs between manhole no.1 + 5 Oand manhole no.6
on sheet 2
7. Does the owner/operator have the ability to clean this length? x Yes _
8. Sewer subject to existing or planned traffic bearing loads? x Yes _
If yes, what measures are being taken to enable the sewers to withstand the
The pipe is constructed to support hwy. traffic I
bedding material & trench backfill will be adequ
9. Outside drop manholes are provided where invert separations exce
10. Identify (by manhole number) those manholes that have drop co
3 of 6

V&A V 11 r Jr, W 1✓tC cal. E.naivIN
PAGE 4 (4/91)
11. Maximum allowable infil7tion/exfiltration test rate:
Note: Must not exceed 0 GPD/ pipe dia. in./ mile. 10 0 GPD/ pipe dia. in./ niile.
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? No crossing Yes — No
c) 10 ft. horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified? . Yes — No
13. Are manholes subject to flooding? X Yes — No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, x Yes — No
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the 100-year NSA Yes — No
flood elevation ( should be shown on plans): —
16. Identify (by manhole number) those manholes that are vented: N/A
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:
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.
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

(JKAVI1 Y Jr.VV tA 1 t.NSION
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm:
120 Gillespie St.
Bennett Engineering
City. Fayetteville State: NC
Telephone No. (91 0) 484-9523
zip: 28301-5644
Professional Engineer's Certification:
I Robert M. Bennett , attest that this application for Five Thompson
San. Sewer Outfall Line 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. 3823
Print Name of Engineer Robert M. Bennett
Seal and Signature (specify date):
.1°4'11('
EAL
` " n 3823
Ih a�IAR, .
, attes th t'th s application for Five Thompson
Applicant's Certification:
I Marion J. Noland, PE
Outfall Line
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 7 3-f(
TIICOMPLETED 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
5 of 6

IiKAVII Y JKWtK tAItNJION
PAGE 6 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY JVEW 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
Sludge < or = 300 Acres
Sludge > 300 Acres
$240 $120
$400 $250
$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.
6 of 6

1
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh. North Carolina 27626-0535
James G. Martin, Governor G:urt..e T. Evcr::u. i'h.D.
William W. Cobey, Jr., Secretary D,rcctt r
May1,19.91
Memorandum
To: Delegated Municipalities
From: Steve W. Tedder, 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 Form. The form now incorporates the basic
information that the Division feels is necessary in order for the delegated municipalities to perform a
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 CERTIFICATION
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Applicant: piIRT.Tf wnzVc ffMMTSSTflN lF THE. CTTY nF FAYRTTPVTT.T.F., NORTH CARLI Tate
Project Name: Five Thompson Outfall Line
Delegated Municipality Reviewer's Certification: •
I, VICTOR (AN.TF.HSANT , 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 Reviewer's NC Professional Engineer's Registration N
Seal and Signature (specify date):
FORM: DMGS 4/91
PAGE 1 OF 1

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
M.J. Noland, P.E., Director
Water Resources Department
Fayetteville Public Works Commission
Post Office Drawer 1089
Fayetteville, North Carolina 28302
Dear Mr. Noland:
40,17
CC E I---1 N Fl
lr l•
JUL 28 1994' ;.
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICt
Subject: Application No. WQ0009709
Additional Information Request
Public Works Commission of the
City of Fayetteville
Five Thompson Outfall Line
Sewer Extension
Cumberland County
The Permits and Engineering Unit has completed a preliminary engineering review of the subject
application. The following items must be addressed before we can complete our review:
1) The Division requires that at all stream crossings, either the top of the pipe be below the stream
bed (at least three feet unless ferrous material pipe is used) or that the bottom of the pipe be
above the 25 year flood elevation. Please provide the 25 year flood elevation on sheet 6
(between station 6+56 and station 6+95 and between station 8+77 and station 9+55) of your
plans to confirm compliance with this requirement. If 25 year flood information is not
available, or if the aerial crossing is not above this elevation, please provide written
confirmation that no damage will be incurred by upstream or adjacent properties due to this
aerial crossing, and that the crossing will be properly inspected and maintained. If necessary,
please provide 3 signed and sealed copies of the revised plans to comply with the above
requirements.
Refer to the subject permit application number when providing the requested information. Please
submit three (3) copies of all information to my attention at the address below. Also,
please note that failure to provide this additional information on or before August 26, 1994 will subject
your application to being returned as incomplete, in accordance with 15A NCAC 2H .0208.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

1
If you have any questions on this matter, please call me at [phone], ext 580.
Sincerely,
B.
Buzz Crosby
Environmental Technician
State Engineering Review Group
cc: Fayetteville Regional Office
Permit File WQ0009709
Bennett Engineering