WQ0009999_Application (FTSE)_19940913

e
MEMO TO: State Review Group
FROM: Ricky Revels Rom-
Environmental Technician IV
SUBJECT: Procedure Four (4)
WQ0009999
National Guard
Sewer Extension - Public
PWC/City of Fayetteville
Cumberland County
Division of Environmental
Management
Fayetteville Regional
Office
10/05/94
Date
State Review Group Review
Engineer John Seymour
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
PWC of Fayetteville - Cross Creek Wastewater Treatment Plant
2) WWTP design capacity 22.0 MGD
3) NPDES Permit No.: NC0023957 Expiration Date: 05/31/96
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 8193
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers: 102,500 GPD
domestic Rb 96; industrial ; other 100X
6) Volume from previously approved projects not yet tributary to
WWTP 1,660,034 GPD
7) Regional Recommendations: Approval
RR/
closure
X Denial

GKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
09/20/94
PAGE i
PERMIT--NC0023957 PIPE--OOi REPORT PERIOD` 9308-9407 LOC---E
FACILITY--FAYETTEVILLE-CRO%% CRK WWTP DESIGN FLOW-- 22.0000 CLASS-4
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
r
50050 003iO 00530 OO6i0 3W6 50060 00300 TGP3B
MONTH Q/M6D BUD RE%/T%% NH3+NH4- FEC COW CHLORINE DO CERI7DPF
LIMIT F22.8000 F 8.00 F 30.0 F 2.00 F 200.0 NOL NOL NOL
93/08 i3.0064 2.80 3.i .iG 6i.4 .i43 5.96
93/O9 1.6 .i4 30.2 .041
93/iO 6.70 2.2 .iO 33.9 .i20 6.57 i
LIMIT F22.0000 F i6.80 F 30.0 F 4.00 F 200.0 NOL NOL NOL
93/ii 12.0433 3.64 2.1 .30 28.4 .088 7.65
93/12 ii.6580 2.0 .30 40.6 .i27 8.09 i
12.6000 5.iG 2.6 .39 88.4 .i86 8.65 i
12.7750 3.92 i.5 i8.2 .07 7.54
94/03 i3.7225 4.48 .i24 7.42
LIMIT F22.0000 F 8.00 F
94/04 13.4366 3.4i
94/85 i2.2833 4.30
94/06 12.7766
i3.045i 3.62
AVERAGE 12.5702
MAXIMUM 2i.5000
MINIMUM 8.8000
UNIT MGD
3.92
18.50
.2O
MC/L
i.i .33 i2.O
i.4
.32
NOL
NOL
6.90
i.i .i3 26.8 iO.O00 6.87
i.0 .O7
6.29
NOL
i
i
i.3 .33 39.8 i.226 7.i2 i
6.3 5.60 5i0o.0 10,000 9.80 i
.4 .00 i.0 .000 5.30 i
MC/L MC/L 0/100ML UC/L MG/L PA%%/FAI

GKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
O9/20/94
PAGE 2
PERMIT--NC0023957 PIPE--00i REPORT PERIOD, 9308-9407 LOC--- E
FACILITY--FAYETTEVILLE-CRO%% CRK WWTP DESIGN FLOW-- 22.00OO
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
`
000i0 00400 00600 00665 00720 00951 Oi027 Oi034
MONTH TEMP PH TOTAL N PHO%-TOT CYANIDE FLUORIDE CADMIUM CHROMIUM
LIHIT
93/68
HOL 9.0 6.0 NOL NOL
27.86 7.4-6.7 i3.850 i.725O
93/09 27.57 7.4-7.i ii.i00 i.720O
93/i0
LIMIT
93/ii
93/i2
94/0i
94/02
94/O3
LIMIT
94/O4
94/06
NOL NOL NOL KOL
i.434 .3250
1.633 .iGOO
7.3-7.0 i0.GOO i.9750 .O0OO i.4O7 .i575
NOL 9.0 6.0 NOL NOL NOL NGL NOL
2WO i3.5OO 5.0400 .0000 i.262 .0000 .4i5O
18.40 8.5-6.8 i3.050 2.4750 .0000 i.225 .0000 .0000
7.5-6.7 9.765 i.8275 .0000 i.i9O .006G.6iOO
i5.95 20.795 2.2000 .0000 1.492 .00OO .0000
i7.4W 2.ii60 .00OO i.iii .i240 .6WO
NOL 9.0 6.0
2O.45
27.i5
NOL
i7.330
NOL NOL NOL NOL NOL
475 .0000 i.i90 .00OO .00OO
2.6300
2.i520
14.860 1.6625
.:Qvo
.0O00
.D0W)
.632 .0000 .24O0
.856 .i45O
AVERAGE 0.95 ____ i4.865 2.3225 .0000 1.224 .0776
MAXIMUM 29.00 8.500 24.920 i6.2000 ________ 2.i55 i.3000 i.6600
MINIMUM 14.00 6.300 8.200 .8006 ________ .413 ........ -------
UNIT DEG.0 %U HG/L MG/L MG/L MG/L UG/L UG/L

GKEX8G/MP
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 3
PERMIT--NC0023957 PIPE--601 REPORT PERIOD: 9308-9407 LUC--- E
FACILITY--FAYETTEVT}iF-CRO%% CRK WWTP DESIGN FLOW-- 22.0000
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
0042 0105i 0067 81077 W092
MONTH COPPER LEAD NICKEL SILVER ZINC
N-
I OL NOL NGL NOL NOL
93/08 26.7500 .525O .0OOO
31.5000 2.i200 .0008 .8000 74.4700
93/i0 43.0000 i.6000 3.7000 .0000 62.5500
LIMIT NOL NOL NOL NOL NOL
9301 38.3625 .0000 5.3650 .00OO i25.950O
107.2000 .0000 158.2800
27.7750 .00OO .7600 i22.7875
94/02 20.6250 .0000 .3800 130.6240
27.5000 .4400 5.0000 1.4600i
LIMIT
94/O4
NOL
3.3O0O
NOL
94/06 2.i20O
NOL NOL NOL
.0000 .7000 88.5500
3.98OO
93.820 1'..'.*-
AVERAGE 30.8989 .9768 3.5741 .3200 9�.0377
MAXIMUM 299.0000 6.8000 31.0000 2.5000 180.400�
MINIMUM 2i.0000 2.0500 2.8000 .6700 22.0000
UNIT UG/L UG/L UG/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
R �
4.1F.E1a
�EHNR
September 13, 1994
MR M.J. NOLAND
PWC/FAYE'rIEVILLE
PO DRAWER 1089
FAYE1'1EVILLE, NORTH CAROLINA 28302
Subject:
Dear MR NOLAND:
[,fit/ r,i1:'".
FMET TEYILLE REG. OFFICE
Application No. WQ0009999
National Guard
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on September 12, 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 John Seymour 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 actiop by the
Division.
If you have any questions, please contact Jo
cc: Fayetteville Regional Office
Bennett Engineering
Seymour at [phone].
Sincerely,
yn McCkill
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
PUMP STATIONS, AND PRESSURE SEWERS
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other ): Public Works Commission of
Fayetteville
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 aof Water Resources
3. Mailing Address: P.O. Drawer 1089
city Fayettevi l le State: N.C. Zip: 28302
Telephone 'No.: ( 910 ) 4 8 3 -14 01
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.): .,
4
National Guard Armoryand future Coliseum including existing
Agri Expo center
5. ApplicationDate: 7 sep 94 6. Fee Submitted: $2 0 0.0 0
•
7. County where project is located: Cumberland
II. PERMIT INFORMATION:
C� •x
1. Permit No. (will be completed by DEM): Ii4ocCT-I9
2. Specify whether project is: X new; renewal*; modification.
*If renewal, complete only sections I through III and applicant. signature
(on pg.9). Submit only pgs. 1, 2, 9 (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: GSPS 4/91 Page 1 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
•
PAGE 2 (4/'91)
M. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: % Domestic; 10 0 % 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.:
National Guard Armory and future Coliseum including the existing
Agri. Expo. Center
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels: Commercial type food preparation from the existing
Agri. Expo. Center
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
An Engineering designed Grease Trap will be constructed at the
National Guard Armory. The Agri. Expo. Center presently has•
an approved Grease Trap.
5. Volume of wastewater generated by this project: 102,500 gallons per, day
6.. Explanation of how wastewater volume was determined: See attached Memorandum
from Odell & Associates, Inc. dated 11 May 94 and attached letter
from Buffaloe, Morgan & Associates, Inc. dated 14 Jun 94
IV. DESIGN INFORMATION:
1. Brief projectdescription: Construct 443' of 8"
a
Gravity Main, a Pump Sta.
ap.d 3812 ft. of 10" Force Main to SPrve the Nati nnal Guard
Armory and in the future. serve the Agri. Env).
CPntPr and Coliseum.
2. Name of wastewater treatment facility receiving wastewater:Cross Creek Treatment
Plant
a. Facility permit no.: NC 0023957
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: The Force Main discharges into• a M H with
a 12" gravity outlet. This 12" line and subsequent down-
stream lines are adequate to carry this addition.
2of 10

GRAVITY SEWER EXTENSION & PUMP STATION
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 Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Fact r Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
8 393 PVC 0.010 0.40 4.94 2.8 10.0 41
8 50' DIP 0,013 2.94 2.94 6.0 6 _ n 19
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: 161 linear feet.
6. This sewer line segment occurs between manhole no. 2+ao and manhole no. 44-4 3
on sheet 3
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?
Pipe is constructed to support hwy traffic loads. Trench bedding
and backfill material will be adequate.
9. Insidedrop manholes are provided where invert separations exceed: 9 _ feet.
10. Identify (by manhole number) those manholes that have drop connections: 2+80
on sheet 3
3 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltration test rate: 100
Note: Must not exceeddlfa GPD/ pipe dia. in./ mile.
GPD/ pipe dia. in./ mile.
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 crossings _ Yes _ No
c) 10 ft. horizontal separation from water mains or 18 in. vertical no crossings
separation (water over sewer) or ferrous pipe specified? _ 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, N/A 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): N/A Yes _ No
16. Identify (by manhole number) those manholes that are vented: N/A
17. 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:
4 of 10

GRAVITY SEWER EXTENSION AND PUMP' STATION
PAGE 5 or10 (4/91)
V. PUMP STATION INFORMATION
National Guard Armory
1. Pump Station No.: (A separate sheet V.1 through V.15 should be
submitted for each pump station)
2. Name of closest downslope surfacc waters:
3. Classification of closest downslope surface waters: (as establ shed
by the Environmental Management Commission&ispecified on pagc 6 of this•applic.).
4. If a power failure at this pump station could impactVaters classified as WS, SA, B; or
SB, describe which of the measures arc being implemented to prevent such impact, as
required in 15A NCAC 2H .0200:
5. What size pumps are provided? 6" x 6" Duplex Each:
Two
6. How many pumps arc provided?
700 GPM
7. What is the maximum capacity of the pump station?
8. What is the design total dynamic head? 74
9. How many pumping cycles will occur at the design flow rate?
1008000
GPD
feet
Initial - 4.0 •
cycles per hour
Future - 5.76
10. Check if provided at pump station: PWC-Mobile Generator Unit
Alternate Power Source
Wet Well Vented with Screen
Fillets in Wet Well
Check Valves and Gate Valves a
Security Fencing a
Lockable Wet Well Cover x
Area Light a
110V Electrical Convenience Outlet
Flood/Buoyancy Protection x
High Water Alarm x Audible and Visual x Auto Dialer
11. Summary of force main (by diameter size and pipe material):
Diameter Length Pipe High Low Minimum . Maximum Minimum
(Inches) (Linear Ft) _ Material Elevation Elevation Velocity(fps) Vcl.(fps) Cover (in)
10 3838± PVC SIR21 210 158 3.07 3.07 36
12. Are air release valves provided at all high points along the force main (must be provided
where the elevation difference exceeds 10 feet)? X yes _ no
13. Is pump station subject to flooding? yes a no. If yes, what measures are
being taken to protect against flooding?
14. If subject to flooding, specify the 100-year flood elevation: N/A Feet MSL
15. Arc there existing or planned pump stations downstream of this station? yes g no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle

GRAVITY SEWER EXTENSION AND PUMP STATION
PAGE 6 (4/91)
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
V � To CP\t"'�E FEAR
Namc-of surface waters:
Classification (as established by the Environmental Management Commission):
Proposed Classification, .if'applicable: O
Signature of regional office personnel: ' ct c.CL
Date:
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You arc required
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
The application may not be submitted until this form is completed and included with the submittal.
1. Applicant (corporation, individual, or other ):
Public Works Commission
2. Name and Complete Address of Engineering Firm: PWC - Water Resources Engr—Dept.
Post Office Drawer 1089
City: Fayetteville State: North Carolina Zip: 28302
Telephone No. [phone] Victor Ganjehsani
3 Project Name: National Guard Armory Lift Station
Initial - 62
4. Pump station design flow:
102,500 GpD; Future - 290 GPM
5. Name of closest downslope surface waters: VCN 'Co eqp E c£A% J �
6. County(s) where project and surface waters •arc located: Cumberland County
See Attached Map
7. Map name and date:
8. North Carolina Professional Engineer's Registration No.
9. Print Narne of Engineer Victor Ganj ehsani
10. Seal and Signature (specify date):
14368

•
DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super.
59 Woodfin Place
Asheville, NC 28802
704/251-6208
Avery
Buncombe
Bursae
Caldwell
Ch okce
Clay
Graham
Haywood
HairJason
Jackson
Macon
Madison
McDowell
Mitchell
Polk
Rutherford
Swain
Transylvania
Yancy
Fayetteville Regional WQ Super.
Wachovia Building, Suite 714
Fayetteville, NC 28301
919/486.1541
Anson Moore
Blades Robeson
Cumberland Richmond
'Harnett Sampson
Hoke Scotland
Montgomery.
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
919/761-2351
Alama=
AllegbanY
Ashe
Caswell
Davidson
Davie
Forsyth
Guilford
Rockingham
Randolph
Stokes
Surly
Watauga
Wilkes
Yadkin
Washington Regional WQ Super.
P O Box 1507
Washington, NC 27889 ,
919/946-6481
Beaufort Jones
Berrie Lenoir
Camden Martin
Chowan Pamlico
Craven Pasquotank
Curriwck Perquimans
Dace , Pitt
Gates Tyrrell
Greene Washington
Hertford Wayne
Hyde
Mooresville Regional WQ Super.
919 North Main Street
Mooresville, NC 28115
704/663-1699
Alexander
Cabanas
Catawba
• Gaston
Iredell
Lincoln
Mecklenburg
Rowan
Stanly
Union •
Cleveland
Raleigh Regional WQ Super.
3800 Barreu Dr., Suite 101
Raleigh, NC 27609
9191733-2314
Chatham
Durham
Edgecocnbe
Franklin
Granville
Halifax
Johnston
Lee
Nash
Northampton
Orange
Person
Vance
Wake
Warren
Wilson
Wilmington Region. WQ Super.
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
919/395-3900
Brunswick
Carteret
Columbus
Duplin
New Hanover
Onslow
Ponder
7 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 8 (4/91) •
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, details on the pump station, 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. Three copies of all calculations, including pump selection, friction calculations, cycle
time, pump curves (including system curves applicable with one pump running, two
pumps running,. three pumps running, etc.), and evaluation of downstream pump stations.
These items must be submitted under the signature and seal of the North Carolina •
Professional Engineer.
d. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
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.
f. 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.
8of 10

GRAVITY SEWER EXTENSION & PUMP STATION
. PAGE 9 (4/91)
Name and Complete Address of Engineering Firm:
Bennett Engineering
120 Gillespie St., 2nd floor
City: Fayetteville
Telephone No. (910) 4 8 4- 5 5 2 3
State: N.C. Zip:22301-5644.
Professional Engineer's Certification:
I, Robert M. Bennett , attest that this application for National Guam]
Armory Gravity Main & Force Main 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. 3 8 2 3
Print Name of Engineer Rokiert . M. Bennett
sNsuN/1,,,, ,
4,407:%.:isok
Seal and Signature (specify date):
SEAL
%° ••.NCI NEkve
Applicant's Certification: • •M. BE .•.
1, Marion J. Noland. PE ,'attesi�th��t"this application for National
Armory Gravity Main, Force Main & Pump Station
eil
p 94-.
3823
8 se . � • f y
Guard
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. ,� l
Signature G�' -� Date Y�
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
9 of 10

PAGE 10 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CfjTEGORY
•
NEW APPLICATIONS/ RENEWALS WITHOUT
MODI1rICAT1ONS MODIFICATIONS
> 1,000,000 GPD
Industrial $400 $300
Domestic/Cooling Water $400 $300
10,001 - 1,000,000 GPD
Industrial • $400
Domesdc/Cooling Water ' $400
$250
$250
1,001-10,000 GPD
Industrial $400 $200
Domesdc/Cooling Water $400 $200
< or =1,000 GPD and
Single Family Dwelling
Sludge < or = 300 Acres .
ook
$240 $120
$400 $250
Sludge > 300 Acres $400 S250
•
• 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.
10of10

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Mattagement
512 North Salisbury Street • Raleigh. North Carolin:: 276 6 I:3
35
!'h.7
tames G. Martin, Governor
William W. Cobey. Jr., Secretary
Memorandum
To: Delegated Municipalities
From: Steve W. Tedder. Chief (`
Water Quality Secdon
Subject: Delegated Munic: >�l ties Checklist for Revised Non -Discharge Permit .Appii
The Division of Environmental Management's Water Quality Section has ievised 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 CERTIFICATI
ON
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Applicant: PURT.TC WORr.S Cntvir4TSSTfN nF TNT: CTTY (1F FAYFTTFVTI I.F 1\1(1RTTj CA131U TNe.
Project Name: NATIONAL GUARD ARMORY
Delegated Municipality Reviewer's Certification:
I, VT('OR GAN.W..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 : 14368
May 1, 1991
Seal and Signature (specify date):
FORM: DMGS 4/91
PAGE 1 OF 1

May 11,1994
MEMORANDUM
To:
From:
Reference:
•
Odell & Asssociates, Inc.---
' 129 W. Trade Street
Charlotte, NC 28202
PH 704 377 5941
Vmgoe
Park
Cumberland County Coliseum
Anticipated Sewer Flows
Fayetteville, NC
In response to your request for information regarding the anticipated sewer flows from
subject project to be used in the sizing of a wastewater pump station planned for the site,
please be advised that we are not in a position to provide precise numbers for the facility at
this stage of its design, and further, we do not have adequate .information on the design
criteria for the wastewater pump station to determine the type of flow data that is needed.
We are, however, able to provide you with some general guidelines as to the type of waste
flows that can be anticipated from the project. Various sanitary engineering and plumbing
design reference books indicate that the anticipated average flow from a public assembly
facility of this nature is in the range of two to five gallons per day per seat. Based on the
13,500 seats planned for the coliseum, the average daily flow from the facility can be
estimated at between 27,000 and 67,000 gallons per day. Using the mid -point of this
range and assuming an event duration of approximately three hours, the peak hourly flow
could be estimated at 15,750 gallons per hour or 260 gallons per minute.
A second way of estimating sewer flows is by estimating the flows from the various
plumbing fixtures in the facility. The North Carolina State University Entertainment Sports
Arena (22,000 seats) has a total waste fixture units of 2,386 (FU). Using this FU count,
the waste flow is estimated at 370 gallons per minute. Because we do not yet have fixture
counts for the proposed Cumberland County facility, we can estimate the FU count by the
relative number of seats. Using this method, the FU count for the Cumberland facility is
estimated at 1,464 fixture units which corresponds to an estimated flow rate of 265 gallons
per minute.
Based on the above analysis, we believe that a design based on 265 gallons per minute with
adequate pump station wet well storage to accommodate higher instantaneous peak flows
should be adequate for this facility. However, final design of the pump station must be
based on the total contributing load and possible simultaneous peak flow events.
Should you have aq further questions, please advise.
C. Park, PE
Director, Engineering Operations
clj/M113628
2273-005/206
P� r Qf 3

;amcs G. Martin, Govcrnor
William W. Cobey. Jr., Sec -et fry
Memorandum
To: Delegated Municipalities
From: Steve W. Tedder. Chief
Water Quality Secdon V
Subject: Delegated Munic):_" ilcs Ch;:cki si for Revised moil-Disclar_'e Peniut .Apptic3I: 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 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 perforrn 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'ICATTON
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Applicant: pIJ$T.TC WOKPS COMMIcSTON nF THE CITY nF FAYFTTFVTT T.F, NnRTILI'AROT T-►4
Project Name: NATIONAL GUARD ARMORY
Delegated Municipality Reviewer's Certification:
I, VICTOR GAN.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.:
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street - Raleigh. North Carolina: 27 6-(15
35
G.tr_: T. E•:cr;:u.'.'h.T)
May 1, 1991
Seal and Signature (specify daze):
FORM: DMGS 4/91.
PAGE 1 OF 1
,,,/111/IIIy/',,
'ZN CARO('';�'''
.. assIONgIt
i a SEAL 1
14368 : =
rug GAN\t
',,,,,,111111,,

BUFFALOE, MORGAN & ASSOCIATES, INC.
CONSULTING ENGINEERS
MY E. MORGAN, P.E., PRES.
W. MICHAEL POLLARD, P.E., V. PRES.
OARY W. STAPPORD, P.E., V. PRES.
June 14, 1994
Mr. Robert Ft Stanger, County Engineer
Cumberland County
PO Drawer 1829
Fayetteville, NC 28302
RE: Sewage Lift Station
Charlie Rose Agri/Expo Center
Cumberland County Armory
Dear Bob: •
WILLIAM M. SMITH, JR., P.E.
We have researched our records to try to determine what the
sewage flow generated by the population at the Agri/Expo Center
and the armory might be. Actually, there are two rather drasti-
cally differing numbers which we might arrive at, one for a nor-
mal daily flow and the second for a peak condition when both the
Armory and Expo Centex are occupied most likely on a week end.
Our calculations are as follows:
Weekiv Plow
Agricultural Office
208 persons x 25 gallons/person/day • 5,200
Armory
20 persons x 25 gallons/person/day . 500
Total 5,700 cal/perday
Weg)end Peak Condition
Expo
4800 persons x 5 gallons/person/day = 24,000
Armory
150 persons x 30 gallons/person/day = 4,500
'Total ' 28,500 Gal/perday
P5-20f3
1116 LAKE WHEELER ROAD RALEIOH, NORTH CAROLINA 27603 TELEPHONE [phone]

•
•
•
• v.
Your civil engineers will of course know how to apply these num-
bers to arrive at the size for the lift station. I believe it is
conventional to use a 2.5 multiplier to arrive at the absolute
peak flow in sizing both the receiver and the pump. Unfor-
tunately, this is going to leave an even stranger set of numbers,
but ultimately the lift station will have to be sized for the
worst condition.
RZM/pb
OBS/44000/Stanger.614
Regards,
PP A B, MORGAN & ASSOCIATES, INC.
. Morgan