WQ0006334_Application (FTSE)_19920408

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MEMO TO: State Review Group Division of Environmental
Management
FROM:
Noland" ', -,
".
SUBJECT: Procedure Four (4)
WQ0006334
County Club Hills, Sec. 3
Sewer Line Extension
Cumberland County
Fayetteville Regional
Office
April 21, 1992
Date
State Review Group Review
Engineer Michael Allen
Regional Office
Contact Kitty Kramer
1) Name of wastewater treatment plant to receive the wastewater:
City of Fayetteville - Cross Creek Wastewater Treatment Plant
2) WWTP design capacity 16.0 MGD
3) NPDES Permit No.: NC0023957 Expiration Date: 09/30/92
Consent Judgement No.: JOC 87-19 Expiration Date: 04/30/93
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 03/01/91
(See attached self -monitoring data for March 1991 - February 1992)
5) Quantity and type of wastewater from proposed sewers:
20,800 GPD
domestic 100 ; industrial ; other
6) Volume from previously approved projects not yet tributary to
WWTP to domestic discharge is 495,520 GPD
7) Regional Recommendations: Approval X Denial
MJN/AKK/akk
Enclosure

�
-� ..
�KEX88/MP
COMPLIANCE EVALUATION ANALY%I% REPORT
O4/2O/92
PAlaE �
PERMIT--NC0023957 PIPE .... ....
OOi REPORT PERIOD� 9iO3-9202 LOC.... .... ....
E
FACILITY--FAYETTEVILLE-CRO%% CRK WWTP DE%I�N FLOW-- 22.0000 CLA%%--4
LOCATION--FAYETTEVILLE RETY--O6 CUMBERLAND
5O050 0O3iO OO53O 0O6iO 3i6i6 5OO6O 0030O T�P3B
�
MONTH Q/M�D BOD RE%/T%% NH3+NH4- FEC COLI CHLORINE DO CERI7DPF
,
� LIMIT %i8.000O % 30.0O %i00O.O NOL % 5.00 NOL
� 9i/O3 i2.5774 ii.83 24.3 i0.79 40.8 .495 7.2O
�
w 9i/O4
40O 46.54 65.4F ii.62 i8.2 .77O i
9i/O5 i2.5290 9.68 i6.4 ii.76 22.3 .468
9i/06 i2.7033 i7.9 ii.2O 24.6 .595 7.33
9i/O7 i2.8774 8.57 2i.5 i0.97 3O.4 .547 5.7O i
9i/08 58 8.97 28.8 9.85 ii.9 .6O5 6.04
9�/O9 i2.7666 8.4i iO.O4 .507 7.i0
9i/iO 7.86 ii.8O i4.9 6.66 i
9i/ii ii.i566 7.64 2i.4 i2.48 24.O 7.i6
91/i2 ii.i433 25.3 i4.96 59.3 7.6O
92/Oi ii.ii93 i9.4 iO.69 .57i 7.7i i
i2.8724 i2.8 ii.26 9i.6 .495 7.O3
AVERA�E i2.3657 9.59 23.6 ii.45 48.6 .6O3 6.98 i
MAXIMUM i8.i00O i56.30 29.5O 860O.O 2.8OO
MINIMUM 7.9OOO 2.90 5.O 6.4O i.0 .00O 5.0O i
UNIT MCD M �/i0OML �/L

GKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
PAGE 2
PERMIT--NC0023957 PIPE--00i REPORT PERIOW 003-9202 LOC---E
FACILITY--FAYETTEV7,/7-'""~S CRK WWTP DESIGN FLOW-- 22.0000
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
OOOiO 004O0 00665 0072O 01034
MONTH TEMP PH N PHO%-TOT CYANIDE CADMIUM CHROMIUM LEAD
LIMIT NOL NOL NOL NOL NOL NOL
9i/03 17.20 7.0-6.4 1.9250 i7.0000 5.8750 23.8750
91/04 i9.68 1.1750 9.0000 ii.00OO 23.0000 46.375O
0/05 20.i3 ii.700 i.7250 5.0000 14.6250 23.0000 74.375O
i7.70 6.9-6.6 i3.600 3.3000 8.0000 4.750O 28.6250
9i/07 27.63 12.600 3.6000 2.7000 i.2000 3.7200 i3.4800
91/08 27.22 6.9-6.3 iO.800 1.2000 5.300O 4.450O
91/09 26.8O i6.iOO 2.0500 5.0000 5.000O ii.000O
91/10 24.i7 7.1-6.2 12.700 i.7200 5.0000 2.2240 5.0000 9.8OOO
91/ii 20.5O 16.000 i.65OO .4337 i.0000
91/12 i8.i0 2.7000 5.0000 .3560 1.942O
92/Oi i6.23 5.00OO 2.5O00
92/02 8.i-6.9 i7.800 2.2500 .0050 .2950 i.750O
AVERAGE 20.96 ________ i3.479 6.0004 3.9017 8.9676
MAXIMUM 29.00 8.100 17.800 4.2000 i7.0000 25.5000 31.0000 i46.500O
MINIMUM 12.00 6.00O 1.000O .2000 1.0000 3.6003
UNIT DEG.0 %U MG/L MG/L UG/L UG/L UG/L UG/L

6 `
CKExu"/MP
COMPLIANCE EVALUATION ANALYSIS REPORl
PERMIT--NCOO23957 PIPE--OOi REPORT PERIOW 9103-9202 LOC---E
FACILITY--FAYETTEVILLE-CROSS CRK WWTP DESIGN FLOW-- 22.0000 CLASS--4
LOCATION--FAYETTEVILLE RECION/COUNTY--06 CUMBERLAND
MONTH
0iO67
NICKEL
NOL
33.5000
ZINC
NOL
46.8750 i06.2500
9i/05 44.6250 ii2.0000
91/07 24.4000 75.600O
9i/08
24.7500
TWO 22.4000 ii6.2000
9i/ii 24.7500 89.2500
91/i2 20.4000 ii2.4000
92/01 16.2500
92/02 25.0000
AVERAGE 26.152O
MAXIMUM i00.0000 07.5000
MINIMUM 7.5000 39.0000
UNIT UG/L UG/L

State of North Carolina
APR 13 1992
k
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27604
James G. Martin, Governor George T. Everett,Ph.D.
William W. Cobey, Jr., Secretary Director
Apri18, 1992
MR TIMOTHY WOOD
PWC OF FAYEITEVIII .F
PO DRAWER 1089
FAYE'1-1'hVILLE, NORTH CAROLINA 28302
Subject: Application No. WQ0006334
Country Club
Sewers -Public
Cumberland County
Dear MR WOOD:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on April 1, 1992. This application has been assigned the number shown above.
Please refer to this number when making inquiries on this project.
Your project has been assigned to Michael Allen for a detailed engineering review. A technical
acknowledgement will be forthcoming.
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 Michael Allen at [phone].
cc: Fayetteville Regional Office
Moorman & Kizer, Inc.
L. Sincerely,
C_C90
c11 Donald Safri P.E.
Supervisor, P rmits and Engineering Unit
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 The
1. Applicant (corporation, individual, or other ):
City 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): Timothy Wood, Manager
3. Mailing Address: Post 0ffi ce Drawer 1089
city: Fayetteville State: NC Zip: 28302-1089
Telephone No.: ( 919 )
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Country Club Hills, Section 3
483-1382
5. Application Date: March 1992 6; Fee Submitted: $200.00
7. County where project is located:
II. PERMIT INFORMATION:
Cumberland
1. Permit No. (will be completed by DEM): CQ33�
' X •
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

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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.:
52 lot single family subdivision addition
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: 20,800 gallons per day
6. Explanation of how wastewater volume was determined: upscale 3 and 4 bedroom
homes in Country Club Hills, Section 3 average 400 GPD/Residence
IV. DESIGN INFORMATION:
1. Brief project description: Extend 8" sanitary sewer to serve 52 additional
lots in Country Club Hills, Section 3
Name of wastewater treatment facility receiving wastewater.
Cross Creek Treatment Plant
a. Facility permit no.: NC0023957
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: PWC has an existing 15" outfal 1 al ong
Upper Cross Creek which this 8" sewer will tie to and is
adequate to serve this development.
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)
8 3437 V.C. 0.013 0.40 5.94 2.2 10.0 36
8 80 Ductile 0.013 1.33 1.33 3.3 . 3.3 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. 23+00 and manhole no.27+00 Green Val le,
Road
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?
Streets have a minimum of 60" of cover with select backfill material
and compaction.
Inside
9. eutosidadrop manholes are provided where invert separations exceed: 2.5 feet.
10. Identify (by manhole number) those manholes that have drop connections:
Sta. 0+00
at rear lot line Lots 78/79.
3 of 6

11.
GRAVITY SEWER EX'TENSION
PAGE 4 (4/91)
Maximum allowable infiltration/exfiltration test rate: 200 dia. in./ mile.
Note: Must not exceed 200 GPD/ pipe dia. in./ mile. GPD/ pipe
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? — Yes _ No
b) 12 in. vertical separation from storm sewer or ferrous pipe x Yes _ No
sanitary sewer specified?
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 ... 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 yes _ No
flood elevation ( should be shown on plans): —
16. Identify (by manhole number) those manholes that are vented:
17. Does this project involve any stream crossings? 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.
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: Moorman & Kizer, Inc.
Post Office Box 53774
City: Fayetteville,
Telephone No. (919) 484- 5191
State: NC Zip: 28305
Professional Engineer's Certification:
James M. Kizer , attest that this application for Country Cl ub
Hills, Section Three 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. 4783
Print Name of Engineer J 1M 13' M •
Seal and Signature (specify date):
Applicant's Certification:
I, TTMOTRY won
NTT LS , SE('TION 3
COUNTRY CLUB
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 ar t included this application package will be returned as
incomplete.
Signature
Date 03/25/92
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
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083
5 of 6

r Or
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

•
le.
State of North Carolina
Department of Environment. Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh. North Carolina 27626-05
James G. Martin, Governor G;:or•.c T. E cr::.u. Ph.D.
William W. Cobey, Jr., Secretary D.rt2cior
May 1, 1991
Memorandum
To: Delegated Municipalities c
From: Steve W. Tedder. Chief (`� r'
Water Quality Section
Subject: Delegated Munic palities 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 CERTTF : ATION
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Applicant: PUBT.TC WnKFR CO MTSST(lN nF THF. eTTY ()F FAYFTTFVTT T F NORTu CAROL Tare
Project Name: COUNTRY CLUB HILLS, SECTION 3 ..
Delegated municipality Reviewer's Certification:
I, VT17O12 (;AN.IF.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 No.: 14'168
Seal and Signature (specify date):
FORM: DMGS 4/91
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