WQ0014140_Application_19970721

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
MR. RICKIE MONROE
TOWN OF ABERDEEN
315 N. POPLAR STREET
ABERDEEN, NORTH CAROLINA 28315
Dear MR. MONROE:
A00
MOM FAA
1:3EHN1=1
July 21, 1997
REc . C� ; W
Subject: Application
Pope's Electric
Sewers -Public
Moore County
No. WQ0014140
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on July 15, 1997. This application has been assigned the number listed above.
Your project has been assigned to Matt Williams for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with a request for additional
information.
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 Matt Williams at [phone] extension 509. If the
engineer is unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRIES ON THIS PROJECT.
Sincerely, /
(Kim . Co son, P.E.
' Supervisor, State Engineering Review Group
cc: Fayetteville Regional Office
Hobbs, Upchurch & Associates, P.A.
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

i
MEMO TO: State Review Group
FROM: Ricky Revels R. r5`-114_1
Environmental Technician IV
SUBJECT: Procedure Four (4)
WQ0014140
Pope's Electric
Sewer Extension - Public
Town of Aberdeen
Moore County
Division of Water
Quality
Fayetteville Regional
Office
7 31 97
Date
State Review Group Review
Engineer Matt Williams
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
Moore County Regional Wastewater Treatment Plant
2) WWTP design capacity 6_7 MGD
3) NPDES Permit No.: NC0037508 Expiration Date: 4130197
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 1 96
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
500 GPD
domestic _ 100% industrial other _
6) Volume from previously approved projects not yet tributary to
WWTP 159,769 GPD
7) Regional Recommendations: Approval X Denial
RR/rr
Enclosure

* .
KtaDY
FOR
INPUT6KEX88/MP
COMPLIANCE
EVALUATION
ANALYSIS
REPOR7
PAGE �
� PERMIT--NC0037508
PIPE--00i
REPORT
PERIOD,
9601-9612
LOC
---
FACILITY--MOORE
CO
WWTP
DESIGN FLOW--
6.7000
E
CLASS--4
LOCATION--CARTHAGE
REGION/COUNTY--06
MOORE
50050
80W0
3i616
50060
00300
TGP3B
7c�
66�
�`..''.`.` ',~�-�'^--
''�� CGLI
CHLORINE
DO
CERI7DPF
LIMIT
F 6.7000 F
30.00
F
NOL
F 200.0
NOL
NOL
NOL
96/01
3.8903
6.50
4.5
.15
9.5
238.000
9.60
96/02
4.1275
6.5i
6.1
.i0
7.8
206.i90
9.86
96/03
4.216i
6.8i
5.0
.i7
7.7
i43.809
9.i2
i
LIMIT
F 6.7000 F
22.00 F
30.0
i7.00
F 200.0
NOL
NOL
NOL
96/04
4.0i33
5.50
6.9
.i6
i0.0
89.523
9.49
96/05
3.9935
5.23
6.4
.13
32.7
140.000
9.15
96/86
3.8433
3.8i
5.4
.i0
71.7
133.750
8.73
i
96/07
4.8i6i
2.32
5.0
.i0
i4.4
90.909
8.31
96/08
4.5258
4.56
9.3
.i0
36.7
92.272
8.22
96/09
5.0500
3.16
8.0
.i0
20.i
i52.500
8.60
i
96/10
4.8588
4.23
7.9
.i0
22.8
201.739
8.70
LIMIT F 6.7000 F
30.00 F
30.0
NOL
F 208.0
NOL
NOL
NOL
96/ii
3.9166
3.86
5.1
.i0
2i.5
i80.000
9.33
96/i2
4.4i6i
3.24
4.0
6.7
264.210
.i2
9.76
i
AVERAGE
4.2388
4.64
6.i
2i.8
i6i.075
1AXIMUM
7.5000
26.80
3i.2
.ii
i.39
470.0
920.000
9.07
13.70
i
i
�INIMUM
3.1080
2.00
2.0
.i0
1.0
30.000
6.30
i
JNIT
MGD
MG/L
MG/L
MG/L
0000ML
UG/L
MG/L
PA%%/FAI

^
GXEX88/MF^
COMPLIANCE
EVALUATION
ANALYSIS
REPORT
07/3i/97
PAGE 2
° PERMIT--NC0037508
PIPE--00i
REPORT
PERIOD:
9681-9612
LOC
--- E
FACILITY--MOORE
CO WWTP
DESIGN FLOW--
6.7000
CLASS-,!
LOCATION--CARTHAGE
REGION/COUNTY--06
MOORE
008i0
00400
00600
80665
08720
0i042
0i077
Oi092
MONTH
TEMP
PH
TOTAL N
PHO%-TOT
CYANIDE
COPPER
SILVER
ZINC
LIMIT
NOL
9.0 6.0
NOL
NOL
NOL
NOL
NOL
NOL
96/01
14.28
7.8-7.2
15.808
1.8400
.0000
7.0000
.0000
i6.5000
96/82
i3.95
7.7-7.3
11.600
1.9380
.0000
5.5000
.0000
22.0000
96/03
i5.04
7.6-7.2
11.900
2.2400
.0000
6.5000
.0000
23.5000
LIMIT
NOL
9.0 6.0
NOL
NOL
NOL
NOL
NOL
NOL
96/04
i7.47
7.6-7.1
17.400
2.3000
.0000
9.5000
.0000
22.000O
96/85
20.90
7.6-7.3
i5.200
i.9500
.0000
8.0000
.0000
26.5000
96/06
23.60
7.7-7.2
16.600
2.2100
.0000
ii.0000
.8000
28.0000
96/07
24.59
7.6-7.2
i6.600
2.2000
.0000
9.5000
.0000
22.5008
96/08
24.95
7.7-7.2
ii.600
1.7500
.0800
i8.0000
.0000
22.0000
96/09
24.30
7.6-7.2
ii.700
1.3700
.0000
7.6666
.0000
29.6666
96/10
22.08
7.6-7.0
16.700
2.2000
.0000
i0.0000
.0000
30.0000
LIMIT
NOL
9.0 6.0
NOL
NOL
NOL
NOL
NOL
NOL
96/ii
i9.ii
7.6-6.8
i4.000
i.8800
.0000
7.0000
.0000
22.5000
9602
i6.52
7.7-7.1
14.790
2.1800
.0000
9.0000
.0080
27.0000
AVERAGE
19.71
i4.490
2.004i
.0000
8.3888
.0000
24.3472
4AXIMUM
26.00
7.800
i7.400
2.3800
12.0000
39.0800
1INIMUM
i2.80
6.808
1i.600
i.3700
5.0000
i6.0000
]NIT
DEG.0
%U
MG/L
MG/L
UG/L
UG/L
UG//
UG/L

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 SKWERS
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other):
Town of Aberdeen
I
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Rickie Monroe, Public works
Director, Town of Aberdeen
3. Mailing Address: 315 N. Poplar Street
City: Aberdeen State: N.C. Zip: 28315
Telephone No.: 910 ) 944-1115
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Sanitary sewer service to serve Pope's Electrical Service, Inc.
5. Application Date: June 25, 1997 6. Fee Submitted: S 400.00
7. County where project is located: Moore
II. PERMIT INFORMATION:
iL4 1 40
1. Permit No. (will be completed by DEM): w� n
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 and issue date
4. Sxcify the applicant is X public or private.
FORM: GSPS 4/91 Page 1 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. 100 % Domestic; % Commercial;
9'o 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.:
Commercial - Highway Business
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: 500 gallons per day
6. Explanation of how wastewater volume was determined:
Business with 20 employees @ 25 gallons = 500 gpd
IV. DESIGN P`FORMATION:
Brief project description: Project consists of extending sanitary sewer
service to one proposed business by individual simplex grinder
Pump station to gravity main.
2. Name of wastewater treatment facility receiving wastewater.
Pollution Control Facility
a. Facility permit no.:
NPDES INCO037508
Moore County Water
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: Downstream sewers are adequate to accept
flow generated by this project.
2 of 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 or N
Min.
Max.
(In.)
(Lin. Ft)
Material
Factor
Slope %
Slope %
R
120
PVC
0.011
1.80
1.80
Minimum Max. Minimum
Velocity (fps) Vel.(fps) Cover (in)
5.48 5.48 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?
N/A
5. Maximum sewer reach length between manholes: 120 linear feet.
6. This sewer line segment occurs between ma.Ubole no. 0 and manhole no. 1
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?
Precast concrete manhole, heavy duty ring and cover. Pipe in steel
casing bored and jacked under roadway.
9. Outside dip manholes are provided where invert separations exceed: 2.0 feet.
10. Identify (by manhole number) those manholes that have drop connections: None
3 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 4 (4/91)
I. Maximum allowable infiltradon/exfiltration test rate: 100 GPD/ pipe dia. in./ mile.
Note: Must not exceed 200 GPD/ pipe dia. in./ mile.
12. Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 fL horizontal separation from wells or other water supplies? LL Yes _ No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? x Yes —No
c) 10 fL 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?
14. If yes, are manhole rim elevations 1 foot above 100-year flood level,
(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):
16. Identify (by manhole number) those manholes that are vented: None
_Yes x No
_ Yes — No
_Yes _ No
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 & PUMP STATION
PAGE 5 of 10 (4/91)
V. PUMP STATION INFORMATION
1. Pump Station No.: 1 (A separate sheet V.1 through V.15 should be
submitted for each pump station)
2. Name of closest downslope surface waters: U.T. to Aberdeen Creek
3. Classification of closest downslope surface waters: (as established
by the Environmental Management Commission & specified on page 6 of this applic.).
4. If a power failure at this pump station could impact waters classified as WS, SA, B, or
SB, describe which of the measures are being implemented to prevent such impact, as
required in 15A NCAC 2H .0200:
Standby portable generator - Alarm light and horn
5. What size pumps are provided? 2HP, 40 GPM
6. How many pumps are provided? One
7. What is the maximum capacity of the pump station? 57,600 GPD
8. What is the design total dynamic head? 70 feet
9. How many pumping cycles will occur at the design flow rate? 2 cycles per hour
10. Check if provided at pump station:
Alternate Power Source
Wet Well Vented with Screen
Fillets in Wet Well
Check Valves and Gate Valves x
Security Fencing
Lockable Wet Well Cover x
Area Light x
110V Electrical Convenience Outlet x
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) Vel.(fps) Cover (in)
8 915 PVC 99, 83' 4.08 4.08 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)? yes x no.
13. Is pump station subject to flooding? yes_ x no. If yes, what measures are
being t`':en to protect against flooding?
14. ii subject to flooding, specify the.100-year flood elevation: Feet MSL
15. Are the. e existing or planned pump stations downstream of this station? X yes no
Ii yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the sub; "t flows. Downstream pump station adequate to accept this flow.

e
.
GRAVITY SEWER EXTENSION & 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:
Name of surface waters:
Classification (as established by the Environmental Management Commission):
Proposed Classification, if applicable:
Signature of regional office personnel:
INSTRUCTIONS TO ENGINEER
Date:
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 are required to
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): Town of Aberdeen
2. Name and Complete Address of Engineering Firm: Hobbs, Upchurch & Associates, P.A.
290 S.W. Broad Street, P.O. Box 1737
3.
4.
5.
6.
7.
8.
9.
10.
City: Southern Pines State: N.C. Zip: 28387
Telephone No. [phone]
Project Name: _Sanitary Sewer Improvements to serve Pope's Electrical
Service, Inc.
Pump station design flow: 500 GPD; 40 GPM
Name of closest downslope surface waters: Unnamed tributary to Aberdeen Creek
County(s) where project and surface waters are located: Moore
Map name and date: USGS Southern Pines and Pine Bluff 1982
North Carolina Professional Engineers Registration No. 17651
Print Name of Engineer
Seal and Signature (specify date):
6 of 10
. %A

JUN.30.1997 4:33PM ENVIRONMENTAL Mt MT NO.933 P.2i2 P.2
6r I JJ 12 : 4n,m FRUI-1
OIZAvrrY SEWER F-XTENSION & 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 amp segment:
Nanx of surface waters- i; T4a _ _A4nT r_e n srel v
CZassifica ion (as established by the Environmental Management Commission):
Proposed Classification, if applicable: ra -p
Signature of monad office pcsonneL• 1 �r-'� A-. ��. 1 �_ y na - Date: C, - 30 - 5 -
INSTRUCI'IONS 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 are required to
subt:iic this form, with itc=1 thtvtigh 10 completed, to the appropriate 1?ivis. of Environmental
Management Regional Water Quality Supervisor (see attached listing). At a minim=, you must
include an 8.5" by I V 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 arc raqucsang the classification) on the subtracted map copy.
The application may not be submdtted until this foira is completed and included with the submittal.
1. Applicant (corporation. individual, or other);
Tour of Aberdeeu
2. Name and Complete Addross of Engin=ing Firm: Eobbs. _Upchurch 6 Associates, P.A.
290 S,W. Broad Screet, P.O. Boa 1737 '
City: Sout:bern Pines State: N.C. Zip; 28387
Telephone No. _(910) 692-5616
3. Project Name: sanitary Sever Iatarovetnents to serve Pope's Electrical
Service, Inc.
4. Pump station design flow: 500 GPD: 40 GPM
5. Name of closest downslope surface waters! 'Unnamed tr3batary to Aberdeen. Creek
6. County(s) where project and surface waters are located: Moo"
7. Map n=e and date: trscs Southern Pines sad - ii,a, ,a�ai �- 1982
8. North Carolina Professional Engineers Registration No. 17651
9. Print Name of Engineer Bill Lester. Jr. P.T.
10. Sea] and Signature (specify date)- I'M, C�hOz�i�''•,
6 of 10

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super.
Washington Regional WQ Super.
Raleigh Regional WQ Super.
59 Woodfin Place
P O Box 1507
38M Barrett Dr.. Suite 101
Asheville, NC 28802
Washington, NC 27889
Raleigh, NC 27609
704/251-6208
919/946-6481
919/733-2314
Avery Macon
Beaufort Jones
Chatham Nash
Buncombe Madison
Bettie Lenoir
Durham Northampton
Burim McDowell
Camden Martin
Edgecornbe- Orange
Caldwell Mitchell
Chowan Pamlico
Franklin Person
Cherokee Polk
Craven Pasquotank
Granville Vance
Clay Rutherford
Currituck Perquimans
Halifax Wake
Graham Swain
Dam Pitt
Johnston Warren
Haywood Transylvania
Gates Tyrell
Lee Wilson
Henderson Yancy
Gnxre Washington
Jackson
Hertford Wayne
Hyde
Fayetteville Regional WQ Super.
Mooresville Regional WQ Super.
Wilmington Region. WQ Super.
Wachovia Building, Suite 714
919 North Main Street
127 Cardinal Drive Extension
Fayetteville. NC 28301
Mooresville, NC 28115
Wilmington, NC 28405-3845
919/486-1541
704/663-1699
919/395-3900
Anson Moore
Alexander . Mecklenburg
Brunswick New Hanover
Bladen Robeson
Cabarru Rowan
Carteret Onslow
Cumberland Richmond
Catawba Stanly
Columbus Pender
Hamett Sampson
Gaston Union
Duplin
Hoke Scotland
Iredell Cleveland
Montgomery
Lincoln
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem. NC 27106
919r761-2351
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Sung
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
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 211.0205(c)(5).
C. 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 samc 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
homeowner s association, or a developer.
8 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 9 (4/91)
Name and Complete Address of Engineering Firm: Hobbs, Upchurch & Associates, P.A.
290 S.W. Broad Street, P.O. Box 1737
City: Southern Pines State: N.C. Zip: 28387
Telephone No. [phone]
Professional Engineer's Certification:
1, Bill Lester, Jr., P.E. , attest that this application for Sanitary Sewer
Improvements to serve Pope's Electrical Serv4laS been PCVieWCd by ire 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. 17651
Print Name of Engineer Bill Lester, Jr.. P.E.
Seal and Signature (specify date):
Applicant's Certification:
I, Rickie Monroe
v
,attest that this application for Sanitary Sewer .
Improvements to serve Pope's Electrical Service, Inc.
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 �/��,1�.� ��— Date
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 27626-053S
TELEPHONE NUMBER: 9I9/733-SO83
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GRAVr1 Y.SEWER EXTENSION & PUMP STAT[ONi=
PAGE 10 (4191)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990) #.
CATEGORY NEW APPLICATIONS/ RENEWALS WTI IOU1'
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD
y Industrial
$400
$300
DomesticX"Iing Water
$400
$300
10,001 - 1,000,000 GPD
Industrial
$400
$250
Domestic;/Cooling Water
$400
$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
S ewer 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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