WQ0010158_Application (FTSE)_19941018

Flo
MEMO TO: State Review Group
FROM: Ricky Revels R R`
Environmental Technician IV
SUBJECT: Procedure Four (4)
WQ0010158
annnexation 205,212,& 112
Sewer Extension - Public
PWC/City of Fayetteville
Cumberland County
Division of Environmental
Management
Fayetteville Regional
Office
11/04/94
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: 5/31/96
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 10/93
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed
sewers: 57.240 GPD
domestic 90% ; industrial ; other 10%
6) Volume from previously approved projects not yet tributary to
WWTP 4.005,845 GPD
7) Regional Recommendations: Approval X
RR/rr
Enclosure
Denial

EX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
ii/O4/94
PAGE i
PERMIT--NCOO50i05 PIPE--00i REPORT PERIOD` 9310-9409 LOC---E
FACILITY--FAYETTEVILLE - PWC ROCKFI%H CK DESIGN FLOW-- 12.0000 CLA%%--4
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
58050 0000 80530 00610 31616 50060 00300 TGP3B
MONTH Q/MGD BOD RES/T%% NH3-N FEC COLI CHLORINE DO CERI7DPF
LIMIT F 7.0000 F ii.00 F 30.0 F i.80 F 200.0 NOL NOL NOL
9300 6.8741 2.00 .9 .ii 15.0 .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 i.88 .9 .10 i5i.i .278 9.28
9302 6.8225 1.39 .9 .1i 29.7 .604 9.68 i
LIMIT Fi2.0000 F 12.00 F 30.0 F 2.00 F 200.O NOL NOL NOL
94/01 7.1354 2.53 i.2 .51 12.3 .324 i0.52 i
94/02 7.i000 2.73 i.4 .21 51.3 .349 10.46
94/03 7.5709 3.71 1.2 .09 46.2 .363 9.52
LIMIT F12.0800 F 6.00 F 30^0 F i.00 F 200.0 NOL NOL NOL
94/04 7.0608 2.i3 i.0 .04 95.9 8.57 i
94/05 6.7483 3.20 1.5 .47 24.7 9.56
94/06 6.8833 2.90 1.2 .04 25.9 9.iB
94/07 7.1064 3.92 i.i .03 32.7 8.49 i
94/08 7.5354 4.31 i.3 .04 i8.i 8.93
AVERAGE 7.0705 2.79 1.i .i5 45.7 .380 9.39 i
MAXIMUM 9.5008 7.80 3.5 2.80 5588.8 .800 4i.60 i
MINIMUM 50800 .20 .1 .01 LE%%THAN .020 7.90 i
UNIT MGD MG/L MG/L MG/L W00ML UG/L MG/L PA%S/FAI

1KEX88;'MP
COMPLIANCE EVALUATION ANALYSIS REPORT
1 1 / 04 /94
PAGE 2
PERMIT--NC0050105 PIPE--001 REPORT PERIOD: 9310-9409 LOC--.-E
FACILITY--FAYETTEVILLE - PWC ROCKFISH CK DESIGN FLOW-- 12.0000 CLASS--4
LOCATION--FAYETTEVILLE REGION/COUNTY---06 CUMBERLAND
00010 00400 00600 00665 01042 0105f
MONTH TEMP PH TOTAL N PHOS-TOT COPPER LEAD
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL
93/10 21.57 7.9-6.8 16.600 1.9000 118.0000 .0000
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL
93;' f f 20.70 7.8- 7 .4 12.300 2.0000 31.0000 .0000
93/12 18.55 7.7-7.0. 14.900 1.8000 35.0000 .0000
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL
94/01 .16.55 8.1-7.0 12.300 1.7000 .0000 .0000
94/02 f 6.20 7.9-6.9 17.300 1.6200 .0000 .0000
94/03 17.47 7.4-6.6 14.700 1.5000 .0000 .0000
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL
94/04 19.60 7.. 9-7.0 15.600 1.5600 .0000 .0000
94/0 5 21.33 7.7-6.7 17.800 1.8100 .0000 .0000
94/06 24.3 f 8 . '3--6. 9 13.600 1.6100 .0000 .0000
94/07 26.00 7.9-6.8 15.500 1.5000 .0000 .0000
94.'08 26.84 8. 3-6. 7 13.700 1.6200 .0000 .0000
AVERAGE 20.82 ________.. f 4.936 f . 6927 f 6.7272 .0000
MAX ]:MUM 20.00 8.300 17.800 2.0000 118.0000
_._.
MINIMUM 15.00 6.600 12.300 1.5000 31.0000
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
-,„21;
1=3EHNR
October 18, 1994
MR M.J. NOLAND
PWC/FAYE LUEVILLE
PO DRAWER 1089
FAYE1-1"EVILLE, NORTH CAROLINA 28302
Dear MR NOLAND:
OCr 4
ENy
4
'51994
A lication No. W 0ffi6
Subject: PP Q
Annexation 205, 212 & 112
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on October 18, 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].
Caro yn M9Caskill
Superviso , State Engineering Review Group
cc: Fayetteville Regional Office
Godwin -Jordan & Associates
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

OCT 8 1994
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:
Public Works Commission of The
1. Applicant (corporation, individual, or other ): City of �a��etteville
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Mr • H.J • Noland
Director of Water Resourses
3. Mailing Address: 508 Person Street (P _0_ Th-ATT -- 1 QQ9)
City: Fayetteville State: North Carolina Zip: 23302-10R9
Telephone No.: ( 910 ) 483-1401
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
City of Fayetteville 4ra e'rat'nn (APrnS ^05, 202 r 1 1 2)
5. Application Date:
October 10, 1994 6. Fee Submitted: $ 400.00
Cumberland
7. County where project is located:
H. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM): w Q 0 0 \ 0
2. Specify whether project is: 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

GRAVITY SEWER EXTENSION
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: 90 % Domestic; 10 % 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.:
Subdivision & Commerical
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
None
levels:
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: 57,240
gallons per day
6. Explanation_of how wastewater volume was determined: 159 sewer services
360 gpd = 57,240 gallons per day.
IV. DESIGN INFORMATION:
1. Brief project description: Sewer extention fo newly annexed areas
2. Name of wastewater treatment facility receiving wastewater: ^ockf ish Treatment °lent
a. Facility permit no.: NC 0050105
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: Existing down stream sewers,are adequate
to accept the proposed additional flow quantity.
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:
Dia. Length Pipe C or N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
.q_ 19,520 DT7r 122,O,t 10 2 5 36
1,459 fTD 100 0.4 3.39 2 2 n
_L_. 764 _2EL_ 1.20 0.21 0.22 2 2 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?
5. Maximum sewer reach length between manholes: 400 linear feet.
6. This sewer line segment occurs between manhole no. 17 and manhole no. 18
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? v Yes No.
If yes, what measures are being.taken to enable the sewers to withstand the loads?
All sewers have a minimum of 36" cover to prevent point loads on
pipe. Sewers with less than 36" cover have been designed with ductile
iron pipe.
Inside
9. Olitgliddrop manholes are provided where invert separations exceed:
2.5
feet.
10. Identify (by manhole number) those manholes that have drop connections: 3 each
existing manholes and manhole "13 (Area 202).
3 of 6

GRAVITY SEWER EXTENSION
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltration test rate:
Note: Must not exceed frGPD/ pipe dia. in./ mile. 100 GPD/ pipe dia. in./ mile.
100
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? __ 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? xYes _ 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
flood elevation ( should be shown on plans): _Yes — No
16. Identify (by manhole number) those manholes that are vented: None
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: See sheet `4 (Area I12) sewer has 36" cover below
stream. See sheet #13 (Area 202) sewer is designed to go over stream on piers.
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.
4 of 6

••GRAVITY SEWER EXTENSION
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm: Godwin -Jordan & Associates. D.A.
P.O. Box 249
City: Dunn State: North Carolina Zip: 28335
Telephone No. 910-892-5159 or 910-483-1489
Professional Engineer's Certification:
I
, attest that this application for City of Fayetteville
Annexation (Areas 205. 202 & 112) 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
pmposed 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.
Print Name of Engineer Johnny Glenn Tew
14580
43setseae..°°°
,O .0
Seal and Signature (specify date): s GUESS
Applicant's Certification:
I, Mr. '1.J. Noland
O
;4'0 NOY
re 1S/y�Oueeaee .4�*,
eeee GLENO ,yi'
e0°aa°or11•$%%% Jo-11-'rj',
, attest that this application for City of 'Fayetteville
Annexation (Areas 205, 202 F, 11l)
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 attachmen are not included, this application package will be returned as
incomplete.
Signature / Date l0 l 7Y
1
THE - s MPLETED 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

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
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

James G. Marun. Governor
\ViIt:am W. Cobzy, Jr.. S:xr tare
Memorandum
To: Delegated Municipalities
From: Steve W. Tedder. Chief }•
Water Quality Section
Sub;ect: Delegated \'tunic::gal i:es Chec::iist for Revised Non-Disciar-e ['emu; Appiic3t5,1,
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 perfoml
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 require.1
and complete the bottom portion of this page and attach it as the last page of a!1 gravity seater
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 CF.RTTFITAT TnN
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleioh. North Carolina: 276.6-H335
G_ur•_ "h .)
May 1, 1991
Applicant: piIRi.TC WmiYS (YIMMTSSTfN CIF THF� TTY C)P H'a v i-i.h.v t 1 NI IK 1 H 1 _^ rci i
CITY OF FAYETTEVILLE ANNEXATION (AREAS 205, 202, AND 112)
Project Name:
Delegated Municipality Reviewer's Certification:
I, VTCTnR GAN.TEHSANT , 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 No.:
Seal and Signature (specify da,e)
FORM: DMGS 4/91
PAGE 1 OF 1