WQ0014281_Regional Office Historical File Pre 2018

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. Jerry Cox, City Manager
City of Monroe
P.O. Box 69
Monroe, North Carolina 28111
Dear Mr. Cox:
r`-ter A7A
I=)
August 19, 1997
Subject: Permit No. WQ0014281
City of Monroe
Monroe Corporate Center, Phase II
Wastewater Collection System
Union County
In accordance with your application received August 11, 1997, attached is Permit No.
WQ0014281, dated August 19, 1997, to the City of Monroe for the construction and operation of the
subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and you shall be subject to
the conditions and limitations as specified in the North Carolina Gravity Sewer Design Criteria adopted
February 12, 1996 and the attached 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 for the
construction and operation of approximately 333 linear feet of 8 inch gravity sewer to serve 20.83 acres at
Monroe Corporate Center, Phase II, and the discharge of 10,415 GPD of collected domestic wastewater
into the City of Monroe's existing sewerage system, pursuant to the application received August 11, 1997,
and in conformity with the North Carolina Gravity Sewer Design Criteria.
The sewage and wastewater collected by this system shall be treated in the City of Monroe
Wastewater Treatment Facility (NPDES Permit No. NC0024333) prior to being discharged into the
receiving stream.
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 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.
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.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

If you need additional information concerning this matter, please contact Ms, Thelma Williams at
[phone] extension 524.
Sincere
A. Preston Howard, Jr,
Union County Health Department
Mooresville Regional Office, Water Quality Section
Burton Engineering Associates

I
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
GRAVITY SEWER COLLECTION SYSTEMS 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 the Division of Water Quality Gravity Sewer Design Criteria adopted February 12,
1996.
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. 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
Water Quality 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.
5. Construction of the gravity sewers 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.
6. Upon completion of construction and prior to operation of this permitted facility, a certification
and a copy of the record drawings (i.e., as constructed plans) must be received from a professional
engineer certifying that the permitted facility has been installed in accordance with the Division of
Water Quality Gravity Sewer Design Criteria adopted February 12, 1996, and other supporting
materials. Mail the Certification and one (1) copy of the "Record Drawings" to the Water Quality
Permits and Engineering Unit, P.O. Box 29535, Raleigh, NC 27626-0535.
7. A copy of the Record Drawings shall be maintained on file by the Permittee for a minimum of five
years from the date of the completion of construction.
8. Failure to abide by the conditions and limitations contained in this general sewer permit or the North
Carolina Gravity Sewer Design Criteria may subject the Permittee to an enforcement action by the
Division of Water Quality, in accordance with North Carolina General Statute 143-215.6(a) to 143-
215.6(c).
9. 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.
1

10. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number
[phone], 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 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
five (5) 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 19th day of August, 1997.
NORTH C LINA ERNTAL MANAGEMENT COMMISSION
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0014281
2

rAu
Permit No. WQ0014281
August 19, 1997 .
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 of this
permit, the certificate of coverage, the North Carolina Gravity Sewer Minimum Design Manual, and other
supporting materials.
Signature Registration No.
Date
The above Engineer's Certification must be completed and submitted to the address below with one (1)
copy of the "Record Drawings" (i.e., as -constructed plans) of the wastewater collection system This
project shall not be considered complete and allowed to operate until this Engineer's Certification and the
"Record Drawings" plans have been submitted. Any wastewater flow made tributary to the wastewater
collection system prior to completion of this Engineer's Certification shall be considered a violation of the
permit and shall subject the Permittee to appropriate enforcement actions.
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
3

IlppPPPI
Departs
This form may be photocopied for use as an original. Pump Stations,
State of North Carolina
nt of Environment, Health and Natural Resources
Division of Environmental Management
NON -DISCHARGE PERMIT APPLICATION
GRAVITY SEWER COLLECTION SYSTEMS
mains and low pressure sewers
(including S.T.E. '. systems) are not to be included as parr of this application package.
Any changes made to the content of this form shall not be allowed and will result in the
application being returned.
This application will not be accepted by DEM unless all of the applicable items are included,
with the submittal.
REQUIRED ITEMS CHECKLIST:
Please indicate that you have read the following list of application requirements by signing your initials in the
next to each item.
I. One original and one copy of the completed and properly executed application form.
2. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5). The fee for
sewer extensions is 5400. The fee for sewer extensions by partially delegated municipalities
(applies only to those governmental jurisdictions brat have specific delegation review authority,
as granted by the Division of Environmental Management) is S200.
If the owner/authority of the wastewater trearment facility '"T and/or collection system that
accepting the wastewater flow from this project is different from the applicant of the project., then a
must be provided from the owner/authority of the WWTF and/or collection system specifying the
volume of flow that will be accepted. The letters) should be recent (within one (11 year) and should.
refer to the project by the sarne narne as that identified on the application and the plans/specifications.
4. If the application is being submitted in the name of a privately owned public utility, wriaen
documentation must be submitted, from the utilities Commission which demonstrates that the utility
is authorized to hold the franchise for the area to be served. In the case of contiguous service areas,
written documentation must be provided from the Utilities Commission acknowIedgin,g these areas
are covered under an existing franchise.
5. One original and two copies of a properly executed Operational Agreement must be submitted if the
sewer extension will be serving single family residences, condominiums, or town houses AND if the
subject sewer extension is owned by the individual residents, a homeowners association, or a developer.
II. PERMIT INFORMATION:
I. Application Number (will be completed by DEM):
Specify whether project is: X new
{{ iSOC Project:
tAlGt6�*�(
odi.fication.
3. If this application is being submitted as a result of a modification to un existing per-rni
existing pennit number and permit
4. Specify whether the applicant is: ;i public private.
5. Application Date: Attgusr , 1997 6..Fee Submi
Counry(ies) where projec
Applicant's Name (Flea
CITY OF ti ONROE
is located: �r
IC"v
pie
mplete:
ue date
400.00
ify the name of the municipahry. corporation. individual, etc.):.
FORM: GSPA 02196
Page 1 of 4
'X copies of this document were printed at a cost of S 117.32, or S0.084 per

III. GE '^ ERAL INFORMATION:
I. Print Owners or Signing Official's name and title (the person wha is legally responsible for the facility and its corn
.JERRY E. COX, CITY MANAGER
Mailing address: PO C X Ea
MCNROE NC 28111-0069
City: State; Zip:
Telephone Number ( 704 ) 2 8 2- 4 5 0 1
Project Name (Please specify the name of the subdivision, facility, or establishment. The name should be consistent with
the project name on plans, specifications, letters of flow acceptance, Operational Agreements, etc.):
Monroe Corporate Center —Phase .II, Fairfield Court Sewer Plan
IV. INFORMATION ON WASTEWATER:
I. Nature of Wastewater. 100 % Domestic/Commercial ind
% Other (spify)
Volume of wastewater generated by this project: 10,415
Explanation of how wastewater volume was determined: 20.83 AC
gallons per day.
20 Einp. /Acre @ 25 Gal.
415 GPD to serve 10.00 Acre and 10..83 Acre sites at typical,
20 Employees/Acre and 25 Gallons per employee rates.
4. Narne of wastewater emi nent facility eiving wastewater. M C N R ©E ' ° 1.4 T :?
Owner of wastewater treatment facility. CITY OF M C N R C E
Facility Permit Number: NCO° e 2433 2. orWQ
Indicate any parameters (and their concentrations) which will be greater than normal domestic levels:
N/A
6. If wastewater is not domestic in nature, what level of pretreatment has been provided to ensure protection of the receivtttg
wash water ttetment facility? N/A
nt.
the pretreaunen
FORM: GSPA 02/96
ne been issued?
No. If Yes, please attach a copy of
hen, will one be issued?
Page 2 of 4

DESIGN INFORMATION:
1. Summary of GRAVITY SEWER so be permitted, by diameter and length:
Diameter (inches)
. Leneth (linear feet)
8"
333
2. Are there any sections of the Gravity Sewer Minimum Design Criteria or I5A NCAC 2H .0200 with which the subject
wastewater collection system will not be able to comply? Yes X No. If Yes, please identify and explain:
IMPORTANT:
If you responded Yes to question V,2 above, the completed application package,
jiicludin2 two (2) copies of plans. specificatirmssupporting in ' :o . 'on . n •
Any other materials, should be submitted for an individual permit.
FORM: GSPA 02/96 Page 3 of 4

application are not completed and that i
will be returned as incomplete�
North Carolina • - collection'•
Signature
I,
VI. CERTIFICATIONS:
Name and Complete Address of Engineering Flan:
Suite 540
Burton Engineering M ociates, 2115 Rexford Road,
City: Charlotte state: NC Zip: 28211
Telephone Number. ( 704 ) 365-8883
Professional Engineer's Certification:
Carlton T. Burton , attest that this application for Monroe Corporate
Center—Phasell, Fairfield Court Sewer Plan
has been reviewed by me and is accurate and complete. I further attest the proposed design has been prepared in accordance with the
applicable regulations and the North Carolina Gravity Sewer Minimum Design Criteria adopted February 12, 1996. 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 Seal, Signature, and Date:
Applicant's Certification:
JERRY E. COX
, attest that this application for
Monroe Corporate
Center —Phase II, Fairfield Court Sewer Plan
has been reviewed by me and is accurate and •mplete to the best of my knowledge. I understand that if all required parts of this
supporting information and attarhments are not included, this application package
• �a • • al and completed construction, I will operate this system in accordance with the
ents.
THE COMI�I TE • 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
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: GSPA 02/96 Page 4 of 4

VCTSPECIAL
PROVISIONS
ENT TO CITY OF MONROE SPECIFICATIONS FOR SANITARY
SEWER CONSTRUCTION
MONROE CORPORATE CENTER PHASE II
1.01 All sewer construction shall meet the conditions of the City of Monroe
Specifications for Sanitary Sewer Construction dated November 1984 except as otherwise
specified in these Special Provisions.
1.02 Section 10, Inspection and Acceptance, of the Standard Specifications shall be
amended as specified below:
A. For Low -Pressure Air Testing, the test pressure shall be a minimum of 3.5 psi.
Testing time in minutes shall be according to the schedule shown in Table SP-1. The
segment of pipe being tested will be considered to pass if the air pressure drop does not
exceed 0.5 psi at the end of the testing time. For lengths of pipe greater than 450 feet, the
following formula shall be used for determining testing time:
T = 0.000198 D2 L
Where: T = Minimum testing time, minutes
D = Nominal inside pipe diameter, inches
L = Length of pipe tested, feet
B. For exfiltration water test, following maximum absorption of the pipe, the test
shall be conducted for a minimum of 4 hours. The acceptable drop of the water level in
the upstream manhole shall be calculated based upon the diameter of the manholes, the
size of the pipe, and the length of the pipe tested to achieve the standard of not greater
than 50 gallons/mile/in. dia./day. For four -foot diameter manholes, a pipe size of 8", and
a pipe length in the test section of 640 feet, the drop in the liquid level in the measured
manhole shall not exceed 1" in 4 hours.
C. Infiltration and exfiltration shall not exceed 50 gallons/mile/inch dia./day.
1.03 Section 5K, Manhole Construction, of the Standard Specifications shall be amended
as specified below:
A. All manholes for 8" sewer main shall be four (4') feet inside diameter, All
manholes constructed with an invert separation of 2.5 feet or greater shall include an
outside drop.

TABLE SP--
SPECIFICATION TIME REQUIRED FOR A 0.5. PSIG PRESSURE DROP
FOR SIZE AND LENGTH OF PIPE INDICATED
Specification Time for Length (L) Shown (min -sec)
PIPE DIA.
(IN.)
100 FT.
150 FT.
200 FT.
250 FT.
300 FT.
350 FT.
400 FT.
450 FT.
4
1:53
1:53
1:53
1:53
1:53
'
1:53
1:53
1:53
6
2:50
2:50
2:50
2:50
2:50
2:50
2:51
3:12
8
3:47
3:47
3:47
3:47
3:48
4:26
5:04
5:42
10
4:43
4:43
4:43
4:57
5:56
6:55
7:54
8:54
12
5:40
5:40
5:42
7:05
8:33
. 9:58
11:24
20.02
15
7:05
7:05
8:54
11:08
13:21
15:35
17:48
20:02
18
8:30
9:37
12:49
16:01
19:14
22:26
25:38
28:51
21
9:55
13:05
17:27
21:49
26:11
30.:32
34:54
39:16
24
11:24
17:57
22:48
28:30
'
34:11
39:53
45:35
51:17
27
14:25
21:38
•
28:51
36:04
43:16
50:30
57:42
46:54
30
17:46
26:43
35:37
44:31
53:25
62:19
71:13
80:07
33
21:33
32:19
43:56
53:52
64:38
75:24
86:10
96:57
36
25:39
38:28
51:17
64:06
76:55
89:44
102:34
115:23
42
34:54
52:21
69:48
87:15
104:42
122:09
139:37
157:04
48
45:35
68:23
91:10
113:58
136:46
159:33
182:19
205:09
54
57:41
86:32
115:24
144:15
173:09
201:56
i 230:47
259:63

B. Rim elevations of all manholes shall be as shown on the plans. Manholes with
rim elevations below the 100-year flood elevation shall have sealed watertight lids.
These locations are shown on the plans. Outside vents for watertight lid manholes shall
be provided where shown on the plans and shall conform to the plan detail with the
opening of the vent at least one foot above the 100-year flood elevation.
1.04 General Separation Requirements
All gravity sewer mains shall be constructed such as to provide the following minimum
separations:
a) Vertical separation from storm sewers 12 inches
b) Vertical separation from water mains where constructed
under the water main 18 inches
c) Horizontal separation from water mains 10 feet
d) Vertical separation from benched trenches 18 inches
e) Horizontal distance from any private or public water supply
source, including any WS-1 waters or Class I or Class II
impounded reservoirs used as a source of drinking water 100 feet
f) Horizontal distance from waters classified WS-II, WS-III, B,
SA, ORW, HQW, or SB from normal high water 50 feet
g) Any other stream, lake, or impoundment, from normal high
water 10 feet
Where the required minimum separations stated above cannot be maintained, the sewer
main shall be installed with minimum Pressure Class 150 ductile iron pipe including
pressure joints in conformance with AWWA Specifications C150, C151, and C111.
Using ductile iron pipe and pressure joints as stated immediately above, minimum
separations of 25 feet from a private well and 50 feet from the normal high water line of a
public water supply source shall still be maintained.
1.05 Creek Crossings
For gravity sewers constructed across creeks, the sewer pipe elevation shall be such that
the top of the pipe is located at or below the bottom of the stream, or the bottom of the
pipe is located above the 25-year flood elevation. Construction shall conform to the
detail shown on the plans.
Pipe for stream crossings shall be ductile iron pipe pressure class 150 or high strength
steel pipe. Transitions to PVC pipe shall be located a minimum of 18 feet horizontally (at
least one full joint) beyond the stream bank and the sewer main at the transition location
shall have at least 3 feet of bury. Each joint of the exposed pipe for aerial stream
crossings shall be anchored and strapped to a reinforced concrete pier detailed by and

•
sealed by a structural engineer, as shown on the plans, to withstand bouyant forces and
the fateral forces imposed by the stream current during the 100-year storm event. Each
joint of high strength steel pipe shall be joined by a flexible coupling (Dresser Style 62 or
approved equal).
•o��H CARQt� ',,� a
ESS 464). l
a��� 4 ��i
SEA
157 T�o
ova
, `.• t.
ti S'
Ov

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
September 1, 1998
James N. Loyd, Jr.
Burton Eng. Associates
2.115 Rexford Road, Suite 540
Charlotte, NC 28211
Subject: Permit No.
Monroe Corporate Center
Sewer- Public
Union County
W.r, Mgr", ct?
NV!RONMENT H AI..TH
N A"T't. a+A I, ij. t",t4. ( ;
SEP 2 1998
. Loyd:
The division's RegionalfPrograrn Management Coordination Branch has received.
your signed and sealed certification with as builts. This will be forwarded on to the
Mooresville Regional Office for approval.
if it would be helpful. to discuss this matter further, would suggest that you
contact the Water Quality Regional Supervisor at the Mooresville Regional Office at (704)
663-1699.
Since
y,
d Buchan.
Environmental Engineer
cc: Mooresville Regional Office, Water Quality Section
Central Files
Jerry Cox, City Manager, City of Monroe
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ '10%Y post -consumer paper

ATA
NCDENR
JAMES 8. HUNTJR.
GOVERNOR
I. "_'WAYNE MCDcvrrr.1
SECRETARY
•
�^-_ ...
,CF,R TTFTED MATT
RRTTTRN RECEIPT REQUESTED
Mr. James N. Loyd, Jr.
Burton Engineering Associates
2115 Rexford Road, Suite 540
Charlotte, North Carolina 28211
Subject:
Dear Mr. Loyd:
-efr/m(z.
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
MOORESVILLE REGIONAL OFFICE
DIVISION OF WATER QUALITY
November 16, 1998
Permit No. WQ0014281
Monroe Corporate Center, Phase II
Sewer - Public
Union County
The Mooresville Regional Office has accepted your signed and sealed
certification with as builts for the Monroe Corporate Center, Phase H. This information
will be forwarded to the Central Office for their records.
Nit would be helpful to discuss this matter further, please do not hesitate to
contact Mr. Charley Schwartz or me at [phone].
Sincerely,
•
1 .1\ D. Rex Gleason, P.E.
Water Quality Regional Supervisor
cc: Non -Discharge Permitting Unit
Central Files
Jerry Cox - City of Monroe
cros
h:lsewerlmoncorp2.sro
•
..✓ _
919 NORTH MAIN STREET, MOoRESVILLE, NORTH CAROLINA28115
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 5O% REcYCLEO/10% POST -CONSUMER PAPER

CITY OF MONROE
P.O. BOX 69 • MONROE, NORTH CAROLINA 28111-0069
FAX 704-2E13-9098
August 26, 1998
Mr. Kim Colson, Supervisor
State Engineering Review Group
NCDEHNR-DEM
Post Office Box 29535
Raleigh, North Carolina 27626-0535
RE: Certificate of Completion
Permit Number WQ0014281
Monroe Corporate Center Phase El
City of Monroe, Union County
Dear Mr. Colson:
EINTLIt 4.7:
C. 773
$.4
th\!
1..1'
u'i17,,z,m; i—rft.97.-.7CL:170N
Aug 2 7 1998
P8,7nitting
Please find enclosed an original Engineer's Certificate of Completion for the above referenced
gravity sewer main extension and two sets of "As -Built" plans. If you have any questions or
concerns, please call me at [phone].
Respectfully,
oame
Duane S. Wingo, PE.
Water Resources Engineer
Enclosure
c: Mr. Craig Meadows
Mr. Jim Loyd P.E.
Mr. C.W. Snipes
Mr. James Pope
Mrs. Elena Zilber
File: Subdivisions Monroe Corporate Center Phase If (TL)
tEsku.serslwatexisub•div'unaranep21=2-ct-s.doc

NON NPDES FACILITY AND PERMIT DATA 08/31/98 15:23:36
UPDATE OPTION TRXID 50U KEY W00014281
PERSONAL DATA FACILITY APPLYING FOR PERMIT APP/PERMIT FEE-$ 400.00 REGION
FACILITY NAME> MONROE, CITY-MONROE CORPORATE] COUNTY> UNION 03
ADDRESS: MAILING (REQUIRED) ENGINEER: BURTON ENG ASSOCIATES
STREET: PO BOX 69 STREET: 2115 REXFORD ROAD; STE 540
CITY: MONROE ST NC ZIP 28111 CITY: CHARLOTTE ST NC ZIP 28211
TELEPHONE [phone] TELEPHONE: [phone]
STATE CONTACT> SERG/MRO FACILITY CONTACT JERRY E. COX
TYPE OF PROJECT> SEWERS -PUBLIC LAT: LONG:
DATE APP RCVD
DATE ACKNOWLEDGED
REG COMM REQS
REG COMM RCVD
ADD INFO REQS
ADD INFO RCVD
END STAT APP P
08/11/97
08/11/97
08/11/97
08/14/97
/ /
/ /
11/09/97
N=NEW,M=MODIFICATION,R=REISSUE> N
DATE REVIEWED / / RETURN DATE / /
DATE DENIED / / NPDES #- NC0024333
DATE RETURNED / / TRIB Q .0104 MGD
OT AG COM REQS / / TRIB DATE- 08/19/97
OT AG COM RCVD / /
DATE ISSUED 08/19/97 DATE EXPIRE / /
FEE CODE( 7)1=(>1MGD),2=(>10KGD),3=C>1KGD),4=(<1KGD+SF),5=(S>300A),6=(S<=300A),
7=(SENDEL),8=(SEDEL),9=(CLREC),0=(NO FEE) DISC CODES 01 02 ASN/CHG PRMT
ENG CERT DATE 08/27/98 LAST NOV DATE / / CONBILL( )
COMMENTS: RECORD DRAWINGS REC'D 8/27/98-UNDER REVIEW
MESSAGE: ** DATA MODIFIED SUCCESSFULLY*