WQ0013923_Sewer Application_19970529

J
MEMO TO: State Review Group
FROM: Ricky Revels
Environmental Technician IV
SUBJECT: Procedure Four (4)
WQ0013923
Guthrie Site (Industrial Park)
Sewer Extension - Public
City of Rockingham
Richmond County
Division of Environmental
Management
Fayetteville Regional
Office
6 18 97
Date
State Review Group Review
Engineer Matt Williams
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
City of Rockingham Wastewater Treatment Plant
2) WWTP design capacity 6_0 MGD
3) NPDES Permit No.: NCO020427 Expiration Date: 8 31 98
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 1196
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
*350,000 GPD
domestic 5% ; industrial 70% ; other 25%
6) Volume from previously approved projects not yet tributary to
WWTP GPD
7) Regional Recommendations: Approval X Denial
* The City of Rockingham has already completed a plant up -grade to 9.0 MGD,
including a new outfall going directly to the Pee Dee River for a reduced IWC.
The new permit requirements will be activited at permit renewal time, or
before if flow needs exceed 5.99999 MGD.
RR/rr
Enclosure

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�KEX88/MP
06/i8/97
COMPLIANCE
EVALUATION
ANALYSIS
REPORT
PAGE i
PERMIT--NC0020427
PIPE--00i
REPORT
PERIOD,
9601-9612
LOC
--- E
FACILITY--ROCKINGHAM,
CITY-WWTP/RIVER
RD
DESIGN FLOW--
6.0000
LOCATION--ROCKINGHAM
REGION/COUNTY--06
RICHMOND
50050
003i0
00530
006%
316i6
50068
00300
T�P3B
4ONTH
Q/MGD
BOD
RE%/T%%
NH3-N
FEC COLI
CHLORINE
DO
CERI7DPF
-IMIT F
6.0008 F
30.08
F 30.8
NOL
F 200.0
NOL
NOL
96/01
4.5329
7.50
9.8
.00
i.i
.i25
7.87
-IMIT F
6.0000 F
30.00
F 30.0
NOL
F 200.0
NOL
NOL
Not..
f6/02
5.0568
6.07
9.5
.64
.0
.206
7.92
i
16/03
5.2336
6.63
i0.0
4.20
.0
.348
8.ii
-IMIT F
6.0000 F
24.00
F 30.0
15.00
F 200.0
NOL
NOL
NOL
P6/84
4.6704
7.00
9.8
.8i
i.i
.2i0
8.i7
?6/05
4.2920
7.60
i8.i
.02
.0
.i54
8.37
i
16/06
4.i627
5.7i
6.2
.02
.0
.250
7.96
16/87
3.9689
5.09
7.0
.ii
3.3
.09
7.65
/6/08
4.404
6.49
ii.7
.02
3.3
.287
7.37
i
/6/89
5.6878
4.55
i0.7
.02
5.6
.i70
7.53
/600
5.5i06
4.35
6.2
.Oi
4.7
.222
8.i7
IMIT F
6.0800 F
30.00
F 30.0
NOL
F 200.0
NOL
NOL
NOL
16/ii
5.3686
5.73
7.4
.0i
4.2
.160
8.38
i
/602
5.2883
9.33
i3.4
.0i
i.8
.251
7.77
`VERAGE
4.8536
6.33
9.2
.42
2.0
.225
7.93
i
}AXIMUM
9.1920
2i.40
29.0
14.80
i90.0
i.000
ii.8O
i
1INIMUM
2.0360
.60
2.0
.00
.0
.i00
5.70
i
}NIT
MGD
MG/L
MG/L
MG/L
0000ML
MG/L
MG/L
PA%%/FAI

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�KEX88/MP
06/i8/97
COMPLIANCE
EVALUATION
ANALYSIS
REPORT
PAGE 2
PERMIT--NC0020427
PIPE--801
REPORT
PERIOW
9601-9612
LOC---E
TACILITY--ROCKINGHAM.
CITY-WWTP/RIVER
RD
DESIGN FLOW--
6.0000
-OCATION--ROCKINGHAM
REGION/COUNTY--06
RICHMOND
080i0
00408
00600
80665
0027
0034
0i042
005i
11ONTH
TEMP
PH
TOTAL N PHO%-TOT
CADMIUM
CHROMIUM
COPPER
LEAD
WIT
NOL
9.0
6.0
NOL
NOL
NOL
NOL
NOL
NOL
?6/Oi
15.66
7.8-6.9
.870
.i000
.0000
.000O
.0070
.0000
WIT
NOL
9.0
6.8
NOL
NOL
NOL
NOL
NOL
NOL
/6/02
15.61
7.9-7.0
i3.i00
i.i500
.0000
.0000
.050
.O000
16/03
16.47
8.i-7.0
284.000
.8i00
.0000
.0000
.03i0
.0003
WIT
NOL
9.0
6.0
NOL
NOL
NOL
NOL
NOL
NOL
/6/04
19.76
8.3-7.0
i.500
i.8400
.0000
.0000
.0150
.0003
/6/05
23.8i
8.3-7.3
2.700
.i500
.0009
.0000
.0i30
.0000
`6/06
26.38
8.3-7.2
ii.400
2.4000
.0008
.0000
.0700
.O000
`6/07
27.3i
8.0-6.9
.000
.5700
.0000
.0000
.0120
.0008
16/08
27.0
7.9-7.0
4.000
.2800
.000i
.0000
.0020
.0080
16/09
25.i5
8.0-7.0
2.900
.0500
.000i
.0000
.0100
.00i3
16/i0
22.04
7.8-6.9
5.000
.0400
.0000
.0000
.0080
.0004
IMIT
NOL
9.0
6.0
NOL
NOL
hilOL
NGL
NOL
NOL
'6/ii
18.89
8.i-6.6
7.i6O
.i700
.0000
.0043
.0070
.8006
6/i2
i7.3i
7.5-7.0
9.700
i.9900
.0000
.0000
.0090
.0033
VERAGE
2i.30
28.527
.729i
.0000
.0003
.0i65
.0005
AXIMUM
29.00
8.300
284.000
2.4000
.0009
.0043
.0700
.0033
JNIMUM
i0.00
6.600
.870
.0400
.O00i
.0043
.0020
.0003
/NIT
DEG.0
%U
MG/L
MG/L
MG/L
MG/L
MG/L
MG/L

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�KEX88/MP
06/i8/97
COMPLIANCE
EVALUATION ANALYSIS
REPORT PAGE 3
PERMIT--NC8020427
PIPE--00i REPORT PERIOD,
9601-9612 LOC--- E
FACILITY--ROCKINGHAM.
CITY-WWTP/RIVER
RD DESIGN FLOW--
6.0000 CLASS-1
LDCATION--ROCKINGHAM
REGION/COUNTY--06
RICHMOND
0067
0i892
MONTH
NICKEL
ZINC
NOL
NOL
96/01
.0050
.0508
LIMIT
NOL
NOL
96/02
.0020
.0250
96/03
.0000
.0700
-IMIT
NOL
NOL
96/04
.0300
.i400
96/85
.0000
.0260
f6/06
.0000
.i000
96/07
.0000
.0450
y6/08
.0000
.0330
?6/89
.0000
.0290
1600
.0000
.0340
'Iell IT
NOL
NOL
16/ii
.0000
.827{�
`602
.0000
.0280
`VERAGE
.0030
.0505
}AXIMUM
.8300
.i400
ONIMUM
.0020
.0250
}NIT

State of North Carolina
Department of Environment, ILI Health and Natural Resources WA
IT
Division of Water Quality 4 U.
•
James B. Hunt, Jr., Governor A±±
Jonathan B. Howes, Secretary IFE H N F 1
A. Preston Howard, Jr., P.E., Director
1-k
May 29, 1997
MR. MONTY R. CRUMP
CITY OF ROCKINGHAM WaT
311 E. FRANKLIN STREET REG. 0 +,'Ce
ROCKINGHAM, NORTH CAROLINA 28379
Subject: Application No. WQ0013923
Guthrie Site
Sewers -Public
Richmond County
Dear MR. CRUMP:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on May 28, 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.
cc: Fayetteville Regional Office
Hayes, Seay, Mattern & Mattem
Sincerely,
COUA_t-�
Ki H. Cols n, P.E.
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 SKWERS ••
I. GENERAL INFORMATION: {
1. Applicant (corporation, individual, or other): City of Rockingham
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Monty R. Crump, City Manager
3. Mailing Address: 311 East Franklin Street
City: Rockingham State: NC Zip: 28379
Telephone No.: 9( 10 ) 895-9088
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Guthrie Site Water and Sewer Improvements
� / a 5. Application Date: 5 / 2 / 6. Fee Submitted: $ 400.00
7. County where project is located:
II. PERMIT INFORMATION:
Richmond
1. Permit No. (will be completed by DEM): - b)jfL0139a-3
x
2. Specify whether project is: 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. Specify whether the applicant is x public or private.
FORM: GSPS 4/91
Page 1 of 10

GKJ%V1 i'Y SE1�'L R L,� i L i�JlUiv i'LJ �'il' J 1/111viV '
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: 5 % Domestic; 25
% Commercial;
70 % 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.:
Industrial and Commercial
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?
None
5. Volume of wastewater generated by this project: 350,000 gallons per day
6. Explanation of how wastewater volume was determined: New industrial park which '!5'
anticipated to serve 15 new industries w/50 employees each + 5 industries
with process flow requirements of 66, 250 gpd each
15x50x25 gal/person/day + 5x66,250 = 350,000 gpd = 243 gpm
IV. DESIGN INFORMATION:
1. Brief project description: 8,347 if of 8" gravity sewer, 6,491 if of 8" force
main and one 500 gpm duplex pump station to serve new industrial park.
2. Name of wastewater treatment facility receiving wastewater: City of Rockingham
a. Facility Permit no.: 20427
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: The downstream sewers are able to accept the
anticipated flow of the proposed improvements.
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 %
8
3,812
PVC
.013 0.8 5.02
_A
397
PVC
.013 -T.-67 T-.QT
8
4,138
PVC
OTT —0 : 4- 4.87-
i
Minimum Max. Minimum
Velocity (fps) Vel.(fps) Cover (in)
3.10 7.76 36
7-.79— 3.5a 36
2.19 7.64 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: 400 linear feet.
6. This sewer line segment occurs between manhole no. ww and -manhole no. of
C3,C4 and C12, C13
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?
R" pipe placed in a steel carrier pipe
i
9. Outside drop manholes are provided where invert separations exceed: 2 feet.
10. Identify (by manhole number) those manholes that have drop connections: A8
3 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 4 (4/91)
I
11. Maximum allowable infiltration/exfiltration test rate: 200 GPD/ pipe dia. Ind 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 L horizontal separation from wells or other water supplies? x Yes _ No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified?
x Yes —No
c) 10 ft. horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified? x Yes _ No
13. Are manholes subject to flooding? _Yes x No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, —Yes —No
NA
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans): _Yes _ No
NA
16. Identify (by manhole number) those manholes that are vented: None
17. Does this project involve any stream crossings? X yes _ no. If yes, what precautions
or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located: Sht. C2 Sta 13+30 & Sta 13+70 Stream crossings are
riprapped and at least 3 ft of cover over sewer pipe; Sht. C4 Sta. 0+59
to Sta. 1+40, DI sewer pipe on piers above water level; Sht. C6 Sta 35+91,
Sht. C8, Stas. 35+86, 42+51, & 53+95 DI seweA FM over or under drainage
pipe. i
4 of 10

r
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: Tributary of Cartledge 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:
5. What size pumps are provided? 500 GPM
6. How many pumps are provided? two
7. What is the maximum capacity of the pump station? 600 GPD
8. What is the design total dynamic head? 145 feet
9. How many pumping cycles will occur at the design flow rate? 2.85 cycles per houmer pump
10. Check if provided at pump station:
Alternate Power Source
X
Wet Well Vented with Screen
X
Fillets in Wet Well
X
Check Valves and Gate Valves
X
Security Fencing
X
Lockable Wet Well Cover
X
Area Light
X
110V Electrical Convenience Outlet
X
Flood/Buoyancy Protection
X
High Water Alarm X Audible and Visual
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 6,491 PVC 318 212 3.2 3.8 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 X no. If yes, what measures are
being taken to protect against flooding?
14. If subject to flooding, specify the 100-year flood elevation: Feet MSL
15. Are there existing or planned pump stations downstream of this station? x yes —no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows.

GRAVFFY SEWER EXIFENSION & PUMP S'1-A-FION
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): L
Proposed Classification, if applicable: NIA
Signature of regional office personnel: R.tz4., A a,,� 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 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.
2.
Applicant (corporation, individual, or other): City of
Name and Complete Address of Engineering Firm: Haves,
181 E. Evans St., BTC Box 105,
Rockingham
Seay, Mattern & Mattern, Inc.
City: Florence State: SC
Zip: 29506
Telephone No. 803 669-4491
3.
Project Name: Guthrie Site Water and Sewer Improvements
4.
Pump station design flow: 700,000 GPD;
486 GPM
5.
Name of closest downslope surface waters: Cartledge
Creek
6.
County(s) where project and surface waters are located:
Richmond
7.
Map name and date: Rockingham, NC 1956, photorevised 1982
8.
North Carolina Professional Engineer's Registration No.
14773
9.
Print Name of Engineer Guy E. Slagle, Jr!
10. Seal and Signature (specify date):
6 of 10

J
DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super.
Washington Regional WQ Super.
Raleigh Regional WQ Super.
59 Woodfrn Place
P O Box 1507
3800 Barrett Dr., Suite 101
Asheville, NC 28802
Washington, NC 27889
Raleigh, NC 27609
704/251-6208
919/946-6481
919f733-2314
Avery Macon
Beaufort Jones
Chatham Nash
Buncombe Madison
Bertie Lenoir
Durham Northampton
Burke McDowell
Camden Martin
Edgecombe Orange
Caldwell Mitchell
Chowan Pamlico
Franklin Person
Cherokee Polk
Craven Pasquotank
Granville Vance
Clay Rutherford
Currituck Perquimans
Halifax Wake
Graham Swain
Dane Pitt
Johnston Warren
Haywood Transylvania
Gates Tyrell
Lee Wilson
Henderson Yancy
Greene Washington
Jackson
Hertford Wayne
Hyde
Fayetteville Regional WQ Super. Mooresville Regional WQ Super.
Wachovia Building, Suite 714 919 North Main Street
Fayetteville, NC 28301 Mooresville, NC 28115
.M486-1541 704/663-1699
Anson
Moore
Alexander
Mecklenburg
Bladen
Robeson
Cabamrs
Rowan
Cumberland
Richmond
Catawba
Stanly
Harnett
Sampson
Gaston
Union
Hoke
Scotland
Iredell
Cleveland
Montgomery
Lincoln
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
919/761-2351
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Sung
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
Wilmington Region. WQ Super.
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
919/395-3900
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin
i
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).
e. 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 Agrzement (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.
8 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 9 (4/91)
Name and Complete Address of Engineering Firm:
181 E. Evans St., BTC Box 105, Florence,
City:
Telephone No.
803 669-4491
Professional Engineer's Certification:
I,
Guy E. Slagle, Jr.
S tate:
Hayes, Seay, Mattern, and Mattern, Inc.
SC 29506
Zip:
, attest that this application for Guthrie Site
Water & Sewer Improvements 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. 14773
Print Name of Engineer Guy E. Slagle, Jr.
f `°oeo .. •�
Seal and Signature (specify date): P°cl
U
J
n P_
Applicant's Certification:
I Monty R. Crump
1
and Sewer Improvements
C
attest that this application for
Guthrie Site Water
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if all required parts o this application are not completed and that if all required supporting
information and/ ash ery aze np included, this application package will be returned as
incomplete. / ; j 1
Signature
Date 4112311 7
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
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GRAVITY SEWER EXTENSION & PUMP STATION '
PAGE 10 (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
$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
Sewer Extensions
(delegated)
$200
0
Closed -Loop Recycle i
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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