WQ0009509_Application (FTSE)_19940525

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MEMO TO: State Review Group
FROM: Ricky Revels /'--'- % -
Environmental Technician
SUBJECT: Procedure Four (4)
WQ0009509
1994 Annexation
Sewer Extension - Public
PWC/City of Fayetteville
Cumberland County
Division of Environmental
Management
Fayetteville Regional
Office
5/24/94
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: 81.000 GPD
domestic 100%o
; industrial ; other
6) Volume from previously approved projects not yet tributary to
WWTP 3.376,943 GPD
7) Regional Recommendations: Approval
RR/rr
Enclosure
X Denial

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GKEX88/MP^
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COMPLIANCE EVALUATION ANALYSIS REPORT
O6/O3/94
PAGE i
PERMIT--NCOO5OiO5 PIPE--00i REPORT PERIOD, 9305-9404 LOC--- E
FACILITY--FAYETTEVILLE - PWC ROCKFISH CK DESIGN FLOW-- i2.0000 CLASS--4
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUM'BERLAND
50058 00318 00530 006% 31616 50860 00300 TGP3B
MONTH Q/MGD BOD RE%/T%% NH3-N FEC COLI CHLORINE DO CERI7DP1-`
LIMIT F 6.0000 F 12.00 F 30.0 F 2.00 F 280.0 NOL NOL NOL
93/05 5.3548 3.30 5.8 .25 149.0 i.005 9.25
LIMIT F 7.0080 F ii.00 F 30.0 F i.00 F 200.0 NOL NOL NOL
93/06 5.4300 2.50 3.5 .ii i54.O .7iO 8.91
93/07 5.8709 2.49 4.0 .i8 i72.3 .643 8.53 i
93/08 5.5774 2.07 3.2 .06 45.6 .597 8.43
93/09 6.3933 i.74 i.5 .08 79.7 .325 8.20
9300 6.874i 2.00 .9 .ii i5.0 .367 9.11 i
LIMIT F 7.0000 F 22.00 F 30.0 F 2.08 F 200.0 NOL NOL NOL
93/11 6.9400 1.88 .9 .18 Will .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.i354 2.53 1.2 .51 12.3 .324 10.52 i
94/02 7.i000 2.73 1.4 .21 5i.3 .349 10.46
94/03 7.5709 3.71 1.2 .09 46.2 .363 9.52
LIMIT F12.0000 F 6.00 F 30.0 F i.00 F 208.0 NOL NOL NOL
94/04 7.0600 2.13 i.o .04 95.9 8.57 i
AVERAGE 6.5107 2.37 2.1 .15 83.5 .505 9.20 i
MAXIMUM 9.5000 6.70 8.6 2.88 i4i5.0 2.120 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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GKEX88/MP 06/03/94
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 2
PERMIT--NCO05OiO5 PIPE--OOi REPORT PERIOD: 9305-9404 LOC--- E
FACILITY--FAYETTEVILLE - PWC ROCKFI%H CK DESIGN FLOW-- 12.0000 CLASS--4
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
080i0 00480 00600 00665 81042 0051
MONTH TEMP PH TOTAL N PHO%-TOT COPPER LEAD
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL
93/05 21.25 7.6-7.1 16.500 1.7000 OOOO .0000
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL
93/06 23.i8 7.8-7.2 14.800 2.3000 .0008 .00OO
93/07 24.66 7.8-7.0 18.000 i.7000 .0000 .000O
93/08 25.i3 8.0-7.4 17.iOO i.8000 46.0000 .0000
93/09 24.19 8.0-7.3 i4.i80 2.i0O0 .0008 .0OOO
9300 0.57 7.9-6.8 16.600 i.9000 ii8.0000 .O00O
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL
93/11 20.78 7.8-7.4 12.300 2.0800 3i.0000 .0000
9302 i8.55 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 i.7000 .0000 .00OO
94/02 16.20 7.9-6.9 17.308 i.6200 .00OO .00OO
94/03 17.47 7.4-6.6 i4.700 i.5000 .0000 .00OO
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL
94/04 19.60 7.9-7.O i5.600 1.5600 .0000 .8000
AVERAGE 20.75 _______ i5.350 1.8066 i9.i666 .0000
MAXIMUM 27.00 WHO i8.000 2.3000 ii8.0000 ________
MINIMUM 15.80 6.600 12.300 1.5000 31.0000
UNIT DEG.0 %U MG/L MG/L UG/L UG/L

Slate 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 M.J. NOLAND
PWC/FAYE 1"1'EVILLE
PO DRAWER 1089
FAYE 1'1'EVILLE, NORTH CAROLINA 28302
Dear MR NOLAND:
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MAY 2'719944
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Subject: Application No. WQ0009509
1994 Annexation
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on May 24, 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:
Si cerely,
Caro yn McCaskill
Supervisor, State Engineering Review Group
Fayetteville Regional Office
Moorman, Kizer & Reitzel, Inc.
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:
Public Works Commission of
1. Applicant (corporation, individual, or other ): The Ci ty 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, PE -Director of
Water Resources
3. Mailing Address: PO Drawer 1089
City: Fayettevi l l e
State: NC Zip: 28302-1089
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.):
1994 Fayetteville Annexation Area 208 A
5. Application Date: April 25, 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): L a:30 l3 0 1
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

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.:
Subdivision
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
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?
5. Volume of wastewater generated. by this project: 81,000 / gallons per day
6. Explanation of how wastewater volume was determined: 360
Single family dwelling
mgd 225 lots
IV. DESIGN INFORMATION:
1. Brief project description: Provide sanitary sewer mains, laterals and
fire hydrants to Fayetteville Annexation Area 208 A (The Lakes)
and re -build streets
2. Name of wastewater treatment facility receiving wastewater: Rockfi sh Creek
a. Facility permit no.: NC 0050105
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: Downstream sewers are sufficient to
accept the wastewater. Discharges into Beaver Creek 0utfall
with excess capacity.
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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: N
Dia. Length Pipe C o I Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
8 11,693 VCP 0.013 0.40 15 2 10 36
8 2734 DI 0.93 0.40 15 � 10 24
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: 404 linear feet.
6. This sewer line segment occurs between manhole no.WaccamawanC manhole no.
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?
Minimum Class "C" Bedding, 3' cover, compaction of trench 8" lifts
8" ABC, 12" I-2
Inside
9.trop manholes are provided where invert separations exceed: 2.50 feet.
10. Identify (by manhole number) those manholes that have drop connections: MH 17+75 Pettigrew
MH Sta. 1+25 & 2+98 Lot 2, Sta. 1+83 Old Farm Road, Sta. 7+49 Tillery Lane.
3 of 6

GRAVITY SEWER EXTENSION
PAGE 4 (4/91)
i 1 1. Maximum allowable infiltration/exfiltration test rate:
Note: Must not exceed %g®GPD/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? 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 X No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, _ YesX_ 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: 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_pplans and station number where stream
crossings are located: Rip - rap - Sheet Z0
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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GRAVITY SEWER EXTENSION
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm:
Moorman, Kizer & Reitzel, Inc.
PO Box 53774
City: Fayettevi 1l e
Telephone NO. [phone]
State: NC Zip: 28305
Professional Engineer's Certification:
1, Jeffrey B. Reitzel , PE , attest that this application for 1994
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.
Fayetteville Annexation Area 208 A
North Carolina Professional Engineer's Registration No. 14951
Print Name of Engineer Jeffrey B. Reitzel , PE
Seal and Signature (specify date):
Applicant's Certification:
M.J. Noland, PE
Fayetteville Annexation Area 208 A
,��99.eaciif F!
SIPtO
SEAL ?
14951
sit r/9 7 �o E
, attest that this application for 1994
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 5W'r7
THEMPLETED 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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Project Name:
Delegated Municipality Reviewer's Certification:
I, VTCTOR 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.:
State of North Carolina
Department of Environment. Health, and Natural IZcsuurcc;
Division of Environmental Management
51. North Salisbury Street • Raleioh. North Carolin:: 27626li5;:z
;ames G. Marun, Governor :ur•_. ' h D
\L ilham W. Coby. Jr.. Scc:cur:
Memorandum
To: Delegated Municipalities
(
M a y 1, 1991
From: Steve W. Tedder. Chief \PI)
Water Quality Section
Subject: Delegated Muaic:p,::!:i:es Checklist ck!isi for Revised Non-Dischar,e P ernu;
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 MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Applicant: pIIRT.TC WORYS a: MMTSSTON nF THE f TTY nF FAY'r:rr
1994 FAYETTEVILLE ANNEXATION AREA 208 A
Seal and Signature (specify date)
FORM: DMGS 4/91
PAGE 1 OF 1
1)4' _: o •SESSION •..
U i•� SE M_ }GAN
-
1, l = 14368