WQ0009568_Application (FTSE)_19940607

MEMO TO: State Review Group
FROM: Ricky Revels
Environmental Technician
/?.4
SUBJECT: Procedure Four (4)
WQ0009568
Turnberry
Sewer Extension - Public
PWC/City of Fayetteville
Cumberland County
Division of Environmental
Management
Fayetteville Regional
Office
7/11/94
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 6J01/93
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers: 16,200 GPD
domestic 100% ; industrial ; other
6) Volume from previously approved projects not yet tributary to
WWTP 3.478.313 GPD
7) Regional Recommendations: Approval X Denial
RR/rr
Enclosure

GKEX88/MP '
,
COMPLIANCE EVALUATION ANALYSIS REPORT
O7/Oi/94
PAGE i
PERMIT--NC0O5OiO5 PIPE--00i REPORT PERIOD: 9306-9405 LOC--- E
FACILITY--FAYETTEVILLE - PWC ROCKFISH CK DESIGN FLOW-- 12.0000 CLASS--4
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
50050 08310 00530 00618 31616 50060 00300 TGP3B
MONTH Q/MGD BOD RE%/T%% NH3-N FEC COLI CHLORINE DO CERI7DPF
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 .00 819.1
93/07 5.8709 2.49 4.0 is 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 8.2O
93/i0 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 .iO i5i.i .278 9.28
9302 6.8225 i.39 .9 .ii 29.7 .684 9.68 i
LIMIT F12.0000 F i2.00 F 30.0 F 2.00 F 200.0 NOL NOL NOL
94/01 7.1354 2.53 1.2 .51 12.3 .324 10.52 i
94/02 7.i000 2.73 i.4 .2i 5i.3 .349 iO.46
94/03 7.5709 3.7i i.2 .09 46.2 .363 9.52
LIMIT F12.0000 F 6.00 F 30.0 F 1.00 F 200.0 NOL NOL NOL
94/04 7.0600 2.13 i.O .04 95.9 8.57 i
AVERAGE 6.6i58 2.28 1.7 .14 77.5 .456 9.20 i
MAXIMUM 9.5000 6.70 8.6 2.80 i4i5.0 i.7iO 11.60 i
MINIMUM 4.5000 .20 .i .03 .O .020 6.20 i
UNIT MGD MG/L MG/L MG/L 0000ML UG/L MG/L PA%%/FAI

QKEX88/MP '
COMPLIANCE EVALUATION ANALYSIS REPORT
O7/Oi/94
PAGE 2
PERMIT--NCOO5OiO5 PIPE--00i REPORT PERIOD: 9306-9405 LOC---E
FACILITY--FAYETTEVILLE - PWC ROCKFISH CK DESIGN FLOW-- 12.0000 CLA%%-74
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
OOOiO 00400 80600 00665 0iO42 0105i
MONTH TEMP PH TOTAL N PHO%-TOT COPPER LEAD
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL
93/06 23.i8 7.8-7.2 14.800 2.3000 .0000 .0000
93/07 24.66 7.8-7.0 i8.000 1.7000 .0000 .00OO
93/08 25.i3 8.0-7.4 17.100 1.8800 46.0000 .000O
93/09 24.i9 8.0-7.3 i4.iO0 2.i000 .0000 .0000
93/iO 21.57 7.9-6.8 16.600 1.9000 ii8.0000 .0000
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL
93/ii 20.70 7.8-7.4 12.300 2.0000 31.0000 .O00O
9302 18.55 7.7-7.0 i4.900 i.8000 35.0000 .00O0
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL
94/01 i6.55 8.i-7.0 12.300 i.7000 .0000 .0OOO
94/02 i6.20 7.9-6.9 17.300 1.6200 .0000 .00OO
94/03 i7.47 7.4-6.6 14.700 1.5000 .0000 .00OO
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL
94/04 i9.60 7.9-7.0 15.600 1.5600 .0000 .0OOO
AVERAGE 20.70 ------ 15.245 i.8i63 20.9090 .O0OO
MAXIMUM 27.00 8.i0O i8.00O 2.3000 ii8.0000
MINIMUM 15.00 6.600 12.300 i.5000 3i.O000 ___-----
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
June 7, 1994
MR M.J. NOLAND
PWC/FAYE FLEW,' E
PO DRAWER 1089
FAYEIThVILLE, NORTH CAROLINA 28302
Dear MR NOLAND:
ri 941 • FA
�EHNF1
Subject: Application No. WQ0009568
Turnberry
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on June 7, 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].
fop
cc: Fayetteville Regional Office
Larry King & Associates
Sincerely,
Carolyn McCaskill
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

•
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's name (please specify the name of the municipality, corporation. individual. etc.):
FAYETTEVILLE PUBLIC WORKS COMMISSION
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, P.E., DIRECTOR, WATER RESOURCES DEPARTMENT
3. Mailing address: P.O. DRAWER 1089, 508 PERSON STREET
City: FAYETTEVILLE
State: NC zip: 28302
Telephone Number. ( 910 ) 483-1401
4. Project Name (please specify the name of the subdivision, facility, or establishment - should be consistent with project
name on plans, specifications, letters of flow acceptance, Operational Agreements, etc.):
TURNBERRY
5. Application Date: 6-1-94 6. Fee Submitted S 200.00
6. County where project is located: CUMBERLAND
II. PERMIT INFORMATION: _
1. Application No. (will be completed by DEM): Me O `3, 5s
2. Specify whether project is: X new; modification.
3. If this application is being submitted as a result of a modification to an existing permit, please complete:
N/A
existing permit number and the issue date
4. Specify whether the applicant is X public cr private.
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.: 45 LOT SUBDIVISION
3. Indicate any parameter(s) (and their concentration) that will be greater than normal domestic levels: N/A
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. If a pretreatment permit is required, has one been issued? N/A Yes; No. If yes, please attach a copy of the
pretreatment permit. If No, when will one be issued
FORM: GSA 11/93 k Page 1 of 6

6. Volume of wastewater generated by this project: 16,200
gallons day.
7. Explanation of how wastewater volume was determined:
120 GPD/BEDROOM X 3 BEDROOMS/LOT X 45 LOTS = 16,200 GPD
IV. DESIGN INFORMATION:
1. Brief project description: NEARLY 3093 LF OF 8" SANITARY SEWER TO SERVE 45 LOT
SUBDIVISION
2. Name of wastewater treatment facility receiving wastewater: ROCKFISH WWTP
a. Facility Permit Number. NC 0050105
b. Engineer should provide statement of his evaluation of downstream sewers ability to accept the wastewater.
THIS SANITARY SEWER EXTENSION WILL DISCHARGE INTO AN EXISTING 8" OUTFALL.
THIS EXISTING 8" HAS ADEQUATE RESERVE CAPACITY TO RECEIVE THE ADDITIONAL.
FLOW
c. Permit Number for sewers immediately downstream:
d. Pipe diameter of sewers immediately downstream: 8"
3. Summary of sewer pipe to be permitted, by diameter size and pipe material:
Diameter
(in)
Length
(linear feet)
Pipe
Material
Circle C or
N Factor &
Specify
Value
Minimum
Slope (%)
Maximum
Slope (%)
Minimum
Velocity
()
Maximum
Velocity
(fFs)
Minimum
Cover (in)
8"
2,881.81
VCP
0.013
0.40
0.59
_
2.20
2.61
36
8"
211.41
DIP
0.013
0.40
0.40
2.20
2.20
12
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
For private sewers the minimum diameter is 6 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor spacing shall be a maximum of: 36 feet
separation for slopes of 21% to 35%; 24 feet separation for slopes of 36% to 50%; 16 feet separation for slopes greater than
50%.
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
FORM: GSA 11/93 Page 2 •>t .�

5. Maximum sewer reach length between manholes: 387.30 linear fat
6. This sewer line segment occurs between manhole no. 8+ 19.51
and manhole no. 12+06.81
7. Does the owner/operator have the ability to clean this length? X Yes No. For sewer reach lengths greater
than 425 feet, please provide a letter from the owner/operator, stating the ability to clean the specified reach and include the
equipment specifications.
8. • Sewers 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?
ADEQUATE BEDDING AND COMPAGIEI) BACKFILL MATERIAL WITH A MINIMUM 3 FEET OF
COVER
9. Outside drop manholes are provided where invert separations exceed: 2.5 feet (provide for separations > or = 2.5)
10. Idrnrify (by manhole number) those manholes that have drop connections: N/A
11. Maximum allowable infiltration/exfiltration test rate: 100 GPD/pipe diameter inch/mile of pipe.
NOTE: Must not exceed 100 GPD/pipe diameter inch/mile of pipe.
12. Minimum separation distances as shown on the plans or addressed in the specifications. If a, b, or c below is no, explain
in an attachment
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 horiz. sep. from water mains or 18 in vertical sep. (water over sewer) or ferrous pipe specified? x Yes _No
13. Are manholes subject to flooding? Yes _X_ No. If yes, are manhole rim elevations 1 foot above 100-year flood
level, (100 year flood elevation should be indicated on plans) x Yes No; Or, are manholes watertight and vented 1
foot above the 100-year flood elevation ( should be shown on plans): Yes No
14. Identify (by manhole number) those manholes that are vented: N/A
15. Does this project involve any stream crossings? Yes X 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
Please note: The Division recommends all stream crossings be located three (3) feet below the stream bed or ferrous
material pipe specified. In addition, all aerial stream crossings must be located above the 25-year flood elevation. Both the
25-year flood elevation and the 100-year flood elevation should be indicated on the plans.
16. Wastewater collection systems inn 1112I be installed in WS-I watersheds. Are any of the subject wastewater collection
systems located in a WS-1 watershed? Yes, X Al
FORM: GSA 11/93 Page 3 of 6

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 bents
a. One original and one copy of the completed and appropriately executed application form. If modifications to the form are
required as a result of additional information requests by the Division, the additional information must be transmitted under
the signature of the applicant and the actual modification must be initialed by the NC Professional Engines.
b. Two (2) 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. Two (2) copies of the
existing permit if a modification. The plans and specifications must not contain phrases (such as: FOR REVIEW ONLY.
NOT FOR CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. However,
the plans and specifications may contain: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
c. The appropriate permit processing fee, in accordance with 1SA NCAC 2H .0205(cX5). The fee for sewer extensions for
nondelegated municipalities is $400. The fee for sewer extensions for delegated municipalities (applies only to those
governmental jurisdictions that have specific delegation review authority, as granted by the Environmental Management
Commission) is $200. Name changes without other modifications art $100.
d. If the owner/authority of the wastewater treatment facility (WW FF) 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. If the application is being submitted in the name of a privately owned public utility, evidence must be submitted from the
Utilities Commission which demonstrates that the utility is authorized to hold the franchise for the area to be served. In the
case of contiguous service areas, evidence must be provided from the Utilities Commission acknowledging these areas are
covered under an existing franchise.
f. A properly executed Operational Agreement (original and one copy - form provided by DEM) 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.
A cover letter, which briefly describes the project, should be included with each application package. If necessary for clarity,
feel free to include attachments to the application form. Such attachments will be considered as part of the application and
should be numbered to correspond to the section to which they refer.
h. All materials and fees submitted in support of this request for a permit become the property of the Division of Environmental
Management therefore, if the permit is not issued for any reason, the Division will return submitted materials only at its
option.
g•
FORM: GSA 11/93 Page 4 of 6

Name and Complete Address of Engineering Firm: LARRY KING & ASSOCIATES, R.L.S. , P.A.
P.O. BOX 53787 1333 MORGANTON ROAD, SUITE 201
City: FAYETTEVILLE State: NC : 28305
Telephone Number. ( 910 ) 483-4300
Professional Engineer's Certification:
PARKER L. LAMBERT , attest that this application for TURNBERRY
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 sigmtire and seal signifies that I have
reviewed this material and have judged it to be consistent with the proposed design.a +,
North Carolina Professional Engineer's Seal, Signature, and Date: o•`°��N Cl�Rpl�y..,.
Applicant's Certification:
I, M. J . NOLAND , attest that this application for TURNBERRY
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 to me : comple
Signature
Date Z 3— 1/
THE COMPLETED 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
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: GSA 11/93 Page 5 of 6

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (11/93)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery
Buncombe
Burke
Caldwell
Cherokee
Clay
Graham
Haywood
Hart:ra n
Jackson
Macon
Madison
McDowell
Mitchell
Polk
Rutherford
Swain
Transylvania
Yancy
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Anson
Blades
Cumberland
Harnett
Hoke
Montgomery
Moore
Robeson
Richmond
Sampson
Scotland
Winston-Salem Regional WQ Supervisor
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
[phone]
Fax [phone]
Alamance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Suny
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
Washington Regional WQ Supervisor
Post Office Box 1507
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bettie Lenoir
Camden Martin
Chowan Pamlico
Craven Pasquotank
Currituck Perquimans
Dare Pitt
Crates Tynrll
Greene Washington
Hertford Wayne
Hy
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Alexander
Cabarnu
Catawba
Gaston
kedell
Lincoln
Mecklenburg
Rowan
Stanly
Union
Cleveland
Raleigh Regional WQ Supervisor
Post Office Box 27687
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham Nash
Durham Northampton
Edgeoombe Orange
Franklin Person
Granville Vance
Halifax Wake
Johnston Warren
Lee Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Brunswick
Carteret
Columbus
Duplin
New Hanover
Onslow
Pe nder
FORM: GSA 11/93 Page 6 of 6

State of North Carolina
Department of Environment. Health, and Natural Resources
Division of Environmental Management
51'2 North Salisbury Street • Raleieh. North Carotin 27 6tl33'
James G. Martin, Governor
\Vill;am W. Cobey, Jr.. Secretary
Memorandum
To: Delegated Municipalities
From: Steve W. Tedder. Chief (`
Water Quality Section
Subject: Delegated \'Tunic: ):alines i2hh,,,.,c1Kiis for Revised Non-Dischur`_'e P rnu:.Appitcati ,;l',
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
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 CEPTIFI ' 4TTOT'
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
May 1, 1991
Applicant: prtRLTC WIRY. S f0MMTSSTf)N f)F THF�'TTY
Project Name: TURNBERRY SUBDIVISION
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 Prcessional Engineer's Registration t
Seal and Signature (specify da:e):
FORM: DMGS 4/91
PAGE 1 OF 1
,,j$,,a,,,,,,,,
CAROL/
ESSIOq'
••.
' _ •
� SEAL i
14368 :
',,,,,, I,,,,,`,