HomeMy WebLinkAboutWQ0011117_Permit (Issuance)_19950630State 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
Mr. David Harris, President
Moore Water and Sewer Authority
P.O. Box 1927
Carthage, NC 28327
Dear Mr. Harris:
June 30, 1995
ECERD. Subject:
JUL 1 1995
ENV! MANAGEMENT �
MW VgLU F*G. OFFICE]
Permit No. WQ0011117
Moore Water and Sewer Authority
Centennial Course Phase I
Sewer Extension
Moore County
In accordance with your application received May 30, 1995, we are forwarding herewith Permit
No. WQ0011117, dated June 30, 1995, to the Moore Water and Sewer Authority for the construction and
operation of the subject wastewater collection extension. This extension will serve to replace an existing
8-inch gravity sewer while allowing the connection of 57 additional lots.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Mr. Ray Cox at (919) 733-5083, ext. 549.
Sincerely,
'4
A. Prest Howard, J f.,P.E.
cc: Moore County Health Department
MO
Hobbs, Upchurch and Associates, P.A.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX 919-733-9919
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper
r'
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO THE
Moore Water and Sewer Authority
Moore County
FOR THE
construction and operation of approximately 1,854 linear feet of 15-inch gravity sewer and approximately
110 linear feet of 16-inch (DIP) gravity sewer to serve 57 new lots (as well as the existing domestic
wastewater flow and the existing wastewater flow from a hospital) and the discharge of 20,520 GPD of
collected domestic wastewater (in addition to the existing flow) into the Moore Water and Sewer
Authority's existing sewerage system, pursuant to the application received May 30, 1995, and in
conformity with the project plan, specifications, and other supporting data subsequently filed and
approved by the Department of Environment, Health and Natural Resources and considered a part of this
permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the Moore Water and Sewer
Authority's Moore County Water Pollution Control Facility prior to being discharged into the
receiving stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Environmental Management accompanied by an application fee, documentation from
the parties involved, and other supporting materials as may be appropriate. The approval of this
request will be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
7. Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. Mail the Certification to the Water Quality Permits and Engineering Unit,
P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Environmental Management, in accordance with North
Carolina General Statute 143-215.6(a) to 143-215.6(c).
10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
11. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
12. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number (910)
486-1541, as soon as possible, but in no case more than 24 hours or on the next working day,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
15 days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
Permit issued this the thirtieth day of June, 1995
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston Howard, Jr., P.V., Director I
Division of nvironmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0011117
2
Permit No. WQ0011117
June 30, 1995
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature
Date
Registration No.
is A
r
State of North Carolina
Department of Environment,
Health and Natural Resour:_-rs
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan 13. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
June 2, 1995 .IUN 6 IM
MR DAVID M. HARRIS - ENV. MANAGEMENT X.
MOWASA FAYETTEVILLE REG. OFFICEI
PO BOX 1927
CARTHAGE, NORTH CAROLINA 28327
Subject: Application No. WQ0011117
Centennial Course I
Sewers -Public
Moore County
Dear MR HARRIS:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on May 30, 1995. This application has been assigned the number listed above.
PLEASE REFER TO THE ABOVE WATER QUALITY NUMBER WHEN MAKING
INQUIRES ON THIS PROJECT.
Your project has been assigned to Ray Cox for a detailed engineering review. Should there be any
questions concerning your protect, the reviewer will contact you with an additional information letter.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division. 4.-
If you have any questions, please contact Ray Cox at (919) 733-5083 extension 549. If the engineer is
unavailable, you may leave a message on their voice mail and they will respond promptly. Please
reference the above application number when leaving a message.
cc: Fayetteville Regional Office
Hobbs Upchurch & Associates
Sincerely,
�Lt.a _
Caro yn Mcclill
Supervisor, State Engineering Review Group
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015
An Equal Opportunity Affirmative Action Employer
MEMO TO: State Review Group Division of Environmental
Management
FROM: Ricky Revels R R Fayetteville Regional
Environmental Technician IV Office
SUBJECT: Procedure Four (4) 6107195
WQ0011117 Date
Centennial Course I
Sewer Extension - Public
MOWASA/Village of Pinehurst
Moore County
State Review Group Review
Engineer Michael Allen
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.: NCO037505 Expiration Date: 4 30 97
4) Compliance Information:
Present treatment plant performance
for previous L2 months - beginning 5 94
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
15,120 GPD
domestic 100% industrial other
6) Volume from previously approved projects not yet tributary to
WWTP 1,272,972 GPD
7) Regional Recommendations: Approval X Denial
RR/rr
Enclosure
;Kt-l�X8Sy^~
.
`
.
06/07/9:�
COMPLIANCE
EVALUATION
ANALYSIS
REFGRT
PAIE i
�
PERMIT--NC003750G
PIPE--O8i
REPORT PERIOD,
9405-9504
LOC--- E
"ACILITY--MOORE
COUNTY
WWTP
DE%TEK
FLOW--
6.700O CLANS-,!
'OC&IGN--CARTHA0�:
REGION/COUNTY--06
MOORE
50050 0000
00530
00610
3106
5O060 O0300
0NTH
Q/MGD BGD
RE%/T%%
NH3+NH4- FEC
COLI
CHLORINE
DC CERI7DPF
IHIT
F 6.7008 F 22.80
F 30.0
17.00 F
200.0
NGL NSL NOL
14/05
3.8903 4.46
9.i
.30
45.9
.O83 7.39
`4/0 A
4.0466 3.88
4.4
.35
7.42 i
'4/07
14/08
4.4064 3.K
4.245; 3.53
4.6
.iO
35.6
34.000
S.W.
14/09
14/10
dMIT
` 4/1
4.8793 4.8i
4.2322 6.13
F 6.70O0 F 36.50
5.4
70
F 30.0
6.�i73
.it
.10
NA F
104.i
99.4
200.0
142.272
164.426
8.05 3
8.57 �
NGL F 5.00 NGL
W17
15/01
17/02
15/03
F 6.702A F 30.00
4.4967 7.2i
QFp64
5.070 7.36
30.0
8.7
we
G.5
NCL F
.23
.z0
.iO
200.6
1.4
27.3
22.5
236.500
60.869
UOL QOL En�
9.46
9.59 i
IMIT
5/04
F 6.7000 F 22.00
4.3933 5.35
F 36.6
4.3
17.00 F
.21
200.0
33.9
61.578
VIOL VIOL K0'
,VERABE
4.3881 5.32
7.7
.11
45.2
io8.632
F.66 i
\AXIMUM
8.5000 17.68
19.6
5.70 15000.0
1600.000
i3.50 3
}TNIMUM
2.8000 2.00
i.4
.i0
2.0
.030 4.50 i
}NIT
MGD MG/L
MG/L
Mg/L 4/100ML
UG/L MG/L PAE%/FAI
;KEX88KMp
^
06/07/F...
COMPLIANCE
EVALUATION
ANALY%I% REPORT
PAGE I
�
--
PERMIT NC0�3750G
PIPE
--
80�
REPORT
�
PERIOD 9405
- 9504
LOC ----
r
"ACILITY--MOGRE
COUNTY WWTP
DESIGN FLGW--
6.7000
'OCATION--CARTHAW�:
REGION/COUNTY--06
MOORE
000i0
00460
00600
00665
00720 8iO27
0i034
Oi�42
0NTH
TEMP
PH
TOTAL
N PHO%-TOT
CYANIDE CADMIUM
CHROMIUM
COPPER
IMIT
NOL
9.O
6.0
GL
NGL
14/05
14/06
19.76
23.27
8.0-7.4
8.5-7.5
i7.500
i9.000
2.5000
2.2000
.0000 .0000
.0000
.0608
19.55K��
'4/07
24.50
8.0-7.2
i5.400
2.20OG
.0000 .0000
.0000 .0000
.0060
.0000
14/08
24.86
8.0-7.5
16.900
2.0000
.0008 .0000
.0000
14/09
23.61
7.7-7.3
15.700
i.5400
.0000 .0000
.0000
15.00K,
'406
2i.26
E.4-7.3
15.800
2.8000
.0000 .0000
.0000
i3.0080
IMIT
NOL
9.0
6.0
NOL
NOL
NOL
NOL
NOL
14/11
20.63
8.1-7.2
20.600
2.6000
.000''!
i4.�000
14/12
i8.00
7.7-7.i
13.600
2.2000
.800�
ii.5000
.IMIT
NOL
9.0
6.0
HGL
NOL
NOL
NOL
NGL
HSL
15/0
15.i6
8.1-7.5
i7.608
2.i00O
.00OO
ii.50O0
15/82
i4.i0
7.8-7.i
20.700
2.2000
.0O00
\3.0060
15/03
16.52
7.9-7.4
i9.600
1.6500
.0000
iO.0000
IMIT
NOL
9.0
6.0
NOL
NOL
NOL
NOL
NOL
NOL
'5/04
i8.73
7.6-7.3
i5.408
2.3000
.0OO8
8.0000
/VERAGE
20.03
______
i7.316
2.1241
.0000 .0000
.0000
10.2083
iAXIMUM
27.00
8.500
20.700
2.6000
21.0000
|INIMUM
i2.00
7.i00
13.600
1.5400
_----__ ________
________
4.000O
!NIT
DEG.0
%U
MG/L
ME/L.
W/L
UG/L
UC/L
LC/L
;KEX88VMP'
`
06/07/95
COMPLIANCE
EVALUATION
ANALYSIS
REPORT PAIE 3
/ PERMIT--NC0037508
PIPE--00i
REPORT
PERIOD`
9405-9504 LOC--- E
"ACILITY--MGGRE
COUNTY
WWTP
DESIGN FLOW--
6.7000 CLA%%--4
'OCATION--CARTHAGE
REGION/COUNTY--06
MOORE
0105i
0067
OiO77
01092
0ii47
090O
iGNTH
LEAD
NICKEL
SILVER
ZINC
SELENIUM
MERCURY
IMIT
NOL
NOL
NOL
NOL
NOL
14/05
.0000
.0000
5.5000
13.5000
.O000
.0000
14/06
.0000
.0000
6.5080
i9.5000
.0000
14/07
.0000
.0000
.0000
15.5000
.0000
.0000
14/08
.0000
.0080
.0000
20.5000
.0000
14/09
.0000
.O000
.0000
29.5000
.0000
14/10
.8O00
.0000
.0000
36.0000
.0000
.000�
IMIT
` 4/i�
NOL
NOL
NOL
.0080
NOL
44.5000
103L
002
2i.O80O
34.0000
IHIT
NGL
NOL
NGL
NOL
NOL
15/01
15/02
38.5000
i6.500O
3i.5000
15/03
IMIT
NOL
NOL
3.3333
NGL
23.O060
NOL
NGL
'5/04
.O800
'VERAbE
A006
.0000
6.236i
2n.2727
}AXIMUM '------
------__
62.O00O
47.0806
!IHTMUM _--____
________
i5.0000
i2.0000
........
...........
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other): Moore Water and Sewer Authority
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): David M. Harris. President
3. Mailing Address: PO Box 1927
City: Carthage State: NC Zip: 28327
Telephone No.: 910 947-6315
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
5. Application Date: May 24, 1995 6. Fee Submitted: $ 400.00
7. County where project is located: Moore
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM):
2. Specify whether project is: X 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
GRAVITY SEWER EXTENSION
PAGE 2 (4/91) '
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. � 5 % Domestic;
2
3.
4.
5.
GQ
% Commercial;
% Industrial; 7.5_ % Other waste (specify): Hospital
Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
Flow origin is single family residences and Moore Regional Hospital
Indicate any parameter (and its concentration) that will be greater than normal domestic
levels: N/A
If wastewater is not domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
Volume of wastewater generated by this project: 727,520
gallons per day
Explanation of how wastewater volume was determined: 57 proposed new lots X
360 = 20,520 GPD exist domestic flow 157,000 GPD exist hospital flow
550,000 GPD
IV. DESIGN INFORMATION:
1. Brief project description: Replace existing 8" gravity sewer with 1964 LF'of
15" PVC -and 16" D.I.P. and 7 manholes
2. Name of wastewater treatment facility receiving wastewater: Moore County Water
Pollution Control Facility
a. Facility permit no.:
NC 0037508
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: The existing down stream sewer system is
2of6
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:
N
Dia.
Length Pipe C or N Min. Max.
Minimum
Max.
Minimum
(In.)
(Lin. Ft) Material Factor Slope % Slope %
Velocity (fps)
Vel.(fps)
Cover (in)
15
1854 PVC 0.012 0.40 4.09
2.3
6.1
36"
16
110 DIP 0.012 3.0 3.0
4.8
4.8
18"
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?
Adequate bedding, compaction and depth on SDR35 PVC pipe
5. Maximum sewer reach length between manholes: 341.00 linear feet.
6. This sewer line segment occurs between manhole no. 4 and manhole no. 5
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?
Adequate bedding, compaction and depth on SDR35 PVC pipe
9. Outside drop manholes are provided where invert separations exceed: 2.0 feet.
10. Identify (by manhole number) those manholes that have drop connections: N/A
3of6
11
UKAVI l Y ShWEK EXIhNS10N
PAGE 4 (4191)
Maximum allowable infiltration/exfiltration test rate:
Note: Must not exceed 200 GPD/ pipe dia. in./ mile. 100 GPD/ pipe dia. in./ mile.
12.
13.
14.
15.
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?
c) 10 ft. horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified?
Are manholes subject to flooding?
If yes, are manhole rim elevations 1 foot above 100-year flood level,
(100 year flood elevation should be indicated on plans)
Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans):
x- Yes _ No
x- Yes _ No
_Yes X No
Yes No
_Yes —No
16. Identify (by manhole number) those manholes that are vented: N/A
17. Does this project involve any stream crossings? _ yes g 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.
4of6
GRAVITY SEWER EXTENSION
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm: Hnhha - lJprhurrh & AsGori atec, P.A.
290 S.W. Broad Street, PO Box 1737
City:
Southern Pines
Telephone No. 910/692-5616
Professional Engineer's Certification:
State: NC
Zip: 28388
I, David T. Upchurch , attest that this application for Centennial Course
Phase I (PH9427) 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. 9570
Print Name of Engineer ? Ay ID i : S� 'y►2�1�
• •M
Seal and Signature (specify date):
. SEAL
• 95A
Applicants Certification:
• T, G .�
I, David M. Harris , attest that this application for Centennial Course
Phase I (PH9427)
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 a hments Zin I ded, this application package will be returned as
incomplete.
Signature Date cS ZJ J�
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
5of6
GRAVITY SEWER E=.,-NSIO'N
PAGE 6 (4/91) -
PERMIT APPLICATION PROCESSING FEES r
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITF[OUT
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
• 6
Single Family Dwelling
$24&"
$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
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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