NC0024333_Permit (Issuance)_20010129

NPDES DOCUI TENT !;CANNIN` COVER SHEET
NC0024333
Monroe WWTP
NPDES Permit:
Document Type: ,
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Application
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
January 29, 2001
This document is printed on reuse paper - ig riore any
content on the reYerse side

6
State of North Carolina •
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Mr. Russ Colbath, P.E.
Director of Water Resources
P.O. Box 69
Monroe, North Carolina
Dear Mr. Colbath:
28111
Av41;21.
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
January 29, 2001
Subject: Issuance of NPDES Permit NC0024333
City of Monroe WWTP
Union County
This letter is to inform you that the Division has finalized its review and the comment
period is now closed for NPDES permit NC0024333. A final copy of the permit is attached to this
letter. This permit is issued pursuant to the requirements of the North Carolina General Statute
143-215.1 and the Memorandum of Agreement between North Carolina and the US Environmental
Protection Agency dated December 6, 1983.
permit:
The following list has been included to outline the changes that were made to the final
> The limits pages for 7.0 and 11.0 MGD have been deleted.
> A new effluent limits page for expansion to 12.5 MGD has been added. Please
note that an Authorization to Construct must be issued by the Division prior to
performing any construction activities at the facility for flow expansion.
> The daily maximum limit for Cadmium was revised from 5.0 µg/1 to 15 µg/l.
> The daily maximum limit for Nickel was revised from 352 µg/1 to 261 µg/l.
> Special Conditions H and I have been deleted.
> The limit and monitoring conditions for Cyanide have been deleted.
> A daily maximum Selenium limit of 56.0 .g/1 and a weekly average Selenium
limit of 5.0 µg/1 have been included. A limit was necessary because the
reasonable potential analysis indicated that the maximum predicted
concentration was greater than the allowable concentration. The limits represent
current division policy in reference to monitoring for Selenium.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

If any parts, measurement frequencies or sampling requirements contained in this permit
are unacceptable to you, you have the right to an adjudicatory hearing upon written request within
thirty (30) days following receipt of this letter. 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 (6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless
such demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The
Division may require modification or revocation and reissuance of the permit. In addition, this
permit does not affect the legal requirement to obtain other permits which may be required by the
Division of Water Quality or permits required by the Division of Land Resources, Coastal Area
Management Act or any other Federal or Local governmental permit that may be required. If we
can be of further assistance to you, please do not hesitate to contact David Goodrich of my staff at
[phone], extension 517.
Sincerely,
Origin& uobri®d By
David A. Goodrich
Kerr T. Stevens
cc: Central Files
Mr. Roosevelt Childress, EPA
Mooresville Regional Office
Point Source Compliance Enforcement Unit
Aquatic Toxicology Unit
NPDES Unit / Permit, file

•t
Permit No. NC0024333
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission,
and the Federal Water Pollution Control Act, as amended,
City of Monroe
is hereby authorized to discharge wastewater from a facility located at
Monroe Wastewater Treatment Plant
775 Treeway Drive
Monroe
Union County
to receiving waters designated as Richardson Creek in the Yadkin -Pee Dee River Basin in accordance
with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III, and IV
hereof.
The permit shall become effective March 1, 2001
This permit and the authorization to discharge shall expire at midnight on January 31, 2004
Signed this day January 29, 2001
Original Signed By
David A. Goodrich
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission

41
Permit NC0024333
SUPPLEMENT TO PERMIT COVER SHEET
The City of Monroe is hereby authorized to:
1. Continue to operate and maintain the existing 9.0 MGD wastewater treatment system with the
following components:
• Two influent pump stations
> Two mechanical rotary screens
> Flow equalization basin
> Five activated -sludge fine -bubble diffused -air aeration basins
> Four secondary clarifiers
> Six activated charcoal tertiary filters
> Chlorine disinfection
> Sulfur dioxide dechlorination
> Cascade post aeration
> Five aerobic sludge digesters
> Eleven sand drying beds (inactive)
> Four gravity sludge drying beds
> Two sludge thickening centrifuges
This facility is located north of Monroe at the Monroe WWTP on Treeway Drive in Union
County.
2. After the facility receives an Authorization to Construct from the Division of Water Quality,
expand the existing facility to 12.5 MGD.
3. Discharge from said treatment works at the location specified on the attached map into
Richardson Creek, classified C waters in the Yadkin -Pee Dee River Basin.

1
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Outfall & Stream Information
atillydc:
.t71rgltude1
TSGS Qund:
;I tram Class: C
2icciving Si rum:
'e iiuittol Flow
34'59'48"
804'29'28"
Monroe
Richardson Crock
9.0 and-12.5 MGD
Sub -Basin:
03-07-14
riff
City of Mourn.:
ll•.istca•atcr Trcattucnt. Plant

A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (9.0 MGD)
Permit NC0024333
During the period beginning on the effective date of the permit and lasting until expansion above 9.0 MGD, the Permittee is authorized to discharge from outfall
001. Such discharges shall be limited and monitored by the Permittee as specified below:
EFFLUENT
LIMITS
MONITORING REQUIREMENTS
CHARACTERISTICS
Monthly
Average
Weekly
Average
Daily
Maximum
Daily
Average
Measurement
Frequency
Sample
Type
Sample Location1
Flow
9.0 MGD
Continuous
Recording
Influent or Effluent .
BOD, 5-day, 20°C2 (April 1- October 31)
7.3 mg/L
11.0 mg/L
Daily
Composite
Influent & Effluent, Upstream & Downstream
BOD, 5-day, 20°C2 (Nov 1- March 31)
14.5 mg/L
22.0 mg/L
Daily
Composite
Influent & Effluent, Upstream & Downstream
Total Suspended Solids2
30.0 mg/L
45.0 mg/L
Daily
Composite
Influent & Effluent •
NH3-N, (April 1— October 31)
1.0 mg/L
Daily
Composite
Effluent, Upstream & Downstream
NH3-N, (November 1- March 31)
2.0 mg/L
Daily
Composite
Effluent, Upstream & Downstream
Dissolved 0xygen3
Daily
Grab i
Effluent, Upstream & Downstream
Fecal Coliform (geometric mean)-
200 / 100 ml
400/100 ml
Daily
Grab i
Effluent, Upstream & Downstream
Temperature
Daily
Grab '
Effluent, Upstream & Downstream
Total Residual Chlorine
17 pg/L
28 pg/L
Daily
Grab
Effluent
Conductivity
Daily
Grab
Effluent, Upstream & Downstream
Total Nitrogen (NO2+ NO3 + TKN)
Monthly
Composite
Effluent
Total Phosphorus
Monthly
Composite
Effluent
Chronic Toxicity's
Quarterly
Composite
Effluent
Cadmium
2.0 pg/L
15.0 pg/L
Weekly
Composite
Effluent
Nickel •
88.0 pg/L
261.0 pg/L
Weekly
Composite
Effluent
Lead.
25.0 pg/L
34.0 pg/L
Weekly
Composite
Effluent
Copper
2/month
Composite
Effluent
Zinc
2/month
Composite
Effluent
Selenium
5.0 pg/L
56.0 pg/L
Weekly
Composite
Effluent
pH5
Daily
Grab
Effluent
Notes:
Upstream = at Walkup Avenue. Downstream = (1) below discharge at NCSR 1006 and (2) below Stewarts Creek at NCSR 1630. Instream samples shall be grab
samples collected 3/week (June -September) and 1/week (October -May). As a participant in the Yadkin Pee -Dee River Basin Association, the subject facility is not
responsible for conducting the instream monitoring requirements as stated above. Should your membership in the agreement be terminated, you shall notify the Division
immediately and the instream monitoring requirements specified in your permit will be reinstated.
2 The monthly average effluent BODS and Total Suspended Solids concentrations shall not exceed 15% of the respective influent value (85% removal).
3 The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/L.
4 Chronic Toxicity (Ceriodaphnia), at 90%: March, June, September, and December (see A. (3)).
5 The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (12.5 MGD)
Permit NC0024333
During the period beginning upon expansion above 9.0 MGD and lasting until expiration, the Permittee is authorized to discharge from outfall 001. Such
discharges shall be limited and monitored by the Permittee as specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Weekly
Average
Daily
Maximum
Daily
Average
Measurement
Frequency
Sample
Type
Sample Location1
•Flow
12.5 MGD
Continuous
Recording
Influent or Effluent
BOD, 5-day, 20°C2 (April 1- October 31)
5.0 mg/L
7.5 mg/L
Daily
Composite
Influent & Effluent, Upstream & Downstream
BOD, 5-day, 20°C2 (Nov 1- March 31)
10.0 mg/L
15.0 mg/L
Daily
Composite
Influent & Effluent, Upstream & Downstream
Total Suspended Solids2
30.0 mg/L
45.0 mg/L
Daily
Composite
. Influent & Effluent .
NH3-N, (April 1— October 31)
1.0 mg/L
Daily
Composite
Effluent, Upstream & Downstream
NH3-N, (November 1- March 31)
_
2.0 mg/L
Daily
_
Composite
Effluent, Upstream & Downstream
Dissolved Oxygen3
Daily
Grab
Effluent, Upstream & Downstream
Fecal Coliform (geometric mean)
200 / 100 ml
400/100 mi
Daily
Grab
Effluent, Upstream & Downstream
Temperature
Daily
Grab
Effluent, Upstream & Downstream
Total Residual Chlorine
17 pg/L
28 pg/L
Daily
Grab
Effluent
Conductivity
Daily
Grab
Effluent, Upstream & Downstream
Total Nitrogen (NO2+ NO3 + TKN)
Monthly
Composite
Effluent
Total Phosphorus
_
Monthly
Composite
Effluent
Chronic Toxicity4
Quarterly
_
Composite
Effluent
Cadmium
2.0 pg/L
15.0 pg/L
Weekly
Composite
Effluent
Nickel
88.0 pg/L
261.0 pg/L
Weekly
Composite
Effluent
Lead
25.0 pg/L
34.0 pg1L
Weekly
Composite
Effluent
Copper
2/month
Composite
Effluent
Zinc
_
2/month
Composite
Effluent
Selenium
5.0 pg/L
56.0 pg/L
Weekly
Composite
Effluent
pH5
Daily
Grab
Effluent
Notes:
t Upstream = at Walkup Avenue. Downstream = (1) below discharge at NCSR 1006 and (2) below Stewarts Creek at NCSR 1630. Instream samples shall be grab
samples collected 3/week (June -September) and 1/week (October -May). As a participant in the Yadkin Pee -Dee River Basin Association, the subject facility is not
responsible for conducting the instream monitoring requirements as stated above. Should your membership in the agreement be terminated, you shall notify the Division
immediately and the instream monitoring requirements specified in your permit will be reinstated.
2 The monthly average effluent BOD5 and Total Suspended Solids concentrations shall not exceed 15% of the respective influent value (85% removal).
3 The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/L.
4 Chronic Toxicity (Ceriodaphnia), at 90%: March, June, September, and December (see A. (3)).
5 The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

s
Permit NC0024333
SUPPLEMENT TO EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
SPECIAL CONDITIONS
A. (3). CHRONIC TOXICITY PERMIT LIMIT (Quarterly)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality
to Ceriodaphnia dubia at an effluent concentration of 90%.
The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in the "North
Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or
"North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent
versions. The tests will be performed during the months of March, June, September, and December. Effluent
sampling for this testing shall be performed at the NPDES permitted final effluent discharge below all treatment
processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below the permit limit,
then multiple -concentration testing shall be performed at a minimum, in each of the two following months as
described in "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or
subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the highest
concentration having no detectable impairment of reproduction or survival and the lowest concentration that does
have a detectable impairment of reproduction or survival. The definition of "detectable impairment," collection
methods, exposure regimes, and further statistical methods are specified in the "North Carolina Phase II Chronic
Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the months in which tests were performed, using the parameter code TGP3B for the
pass/fail results and THP3B for the Chronic Value. Additionally, DWQ Form AT-3 (original) is to be sent to the
following address:
Attention: NC DENR / DWQ / Environmental Sciences Branch
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Branch no later than 30 days
after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate signature.
Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the
permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the facility
name, permit number, pipe number, county, and the month/year of the report with the notation of "No Flow" in the
comment area of the form. The report shall be submitted to the Environmental Sciences Branch at the address cited
above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be
required during the following month.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water
Quality indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include
alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an invalid
test and will require immediate follow-up testing to be completed no later than the last day of the month following
the month of the initial monitoring.

CITY OF MONROE
November 8, 2000
P.O. BOX 69 • MONROE, NORTH CAROLINA 28111-0069
FAX [phone]
•
Mr. Dave Goodrich
NPDES Unit
NC-DENR
1617 Mail Service Center
Raleigh, NC 27699-1617
NOV
1 5 2000
Subject: Draft NPDES Permit, NC0024333
Dear Mr. Goodrich:
We have received your letter dated October 11, 2000, with the corresponding draft
NPDES permit for our wastewater treatment facility.
le\Tel).1 City of Monroe offers the following comments:
On the outfall and stream information map, add 12.5 MGD as a permitted flow.
On the "supplement to permit cover sheet" page, we request that an item #3 be added
w\"' to state that "after the final State approval of the expanded 12.5 MGD facility....then
y�G • a description of the new plant process, specifically, two additional aeration basins,
UV disinfection (delete reference to chlorine and sulfur dioxide) addition of gravity
belt sludge thickener, etc.
• Effluent limitation pages:
Remove the 11 MGD page, the City has no intent of using this capacity since the
expanded plant will increase from 9 MGD to 12.5 MGD. I have discussed this
AePog) matter with Michael Myers of your office and he concurs with this suggestion.
On all limits pages, the proposed new daily maximum limit of 5.2 micrograms per
liter for selenium presents some concerns, primarily related to the potential for lab
error creating a violation. Historically, we have made requests, which have been
granted by the State, to set a weekly average limit on other metals, with a more
relaxed daily maximum. We request that that be done here also. We feel that the
5.2 microgram limit would be an appropriate weekly average limit, but that a
more reasonable daily maximum would be 30 micrograms per liter.
• On Part II, page 10, the DWQ address needs to be updated.

The City of Monroe appreciates the opportunity to comment on this important permit.
Our WWTP expansion schedule includes a bid opening of December 5 , 2000, and a
tentative award date of January 16, 2001 (earlier if possible). Our preferred construction
notice to proceed date is approximately March PI, 2001.
In discussing the permit issuance timing with Mr. Myers of your office, I understand that
the public comment period ends this week. If no significant comments are received, he
stated that the permit (which includes both 9 MGD and 12.5 MGD limits) could be issued
within an additional 15 days, allowing the authorization to construct to also be issued.
Obviously, no project award will be made until we have received an authorization to
construct from the State. Accordingly, we ask that you review the above projected
schedule and advise us of any developments that would delay this important project.
Should you have any questions or need additional information, please contact me at 704-
282-4601.
Sincerely,
Russell Colbath, P.E.
Director of Water Resources
Cc: Jim Struve, Hazen & Sawyer
Kim Hinson, WWTP Superintendent
File: 00-01(42)
S-1 NPDES2000

PUBLIC NOTICE
STATE OF NORTH
CAROLINA
ENVIRONMENTAL
MANAGEMENT
COMMISSION/
NPDES UNIIT
1817 MAIL SERVICE
CENTER
RALEIGHT, NC
27699-1617
NOTIFICATION OF
INTENT TO ISSUE A
NPDES WASTEWATER
PERMIT
-On the basis of thorough
staff review and applica-
tion of NC General Stet
-ute 143.21, Public Law
92-500 and other lawful
standards and regula-
tions, the North Carolina
Environmental Manage-
ment commission propos-
es to issue a National Pol-
lutant
Discharge Elimina-
.tion System (NPDES)
wastewater discharge
permit to the person(s)
listed an the attached pa-
'ges effective 45 days from
the publish date of this'
notice.
Written comments regard-
ing the proposed permit
will be accepted until 30
days after the publish
date of this notice. All
'comments received prior
;to that date are consid-
ered in the final determi-
•nations regarding the pro-
posed permit. The Direc-
Itor of the NC Division of
Water Quality may decide
4o hold a public meeting
:for the proposed permit
should the Division re-
ceive a significant degree
-of public interest.
Copies of the draft permit
.and other supporting in-
formation on file used to
determine conditions
'present in the draft permit
are available upon re -
.quest and payment of the
costs of reproduction. Mail
comments and/or re-
quests for information to
the NC Division of Water
Quality at the above ad-
dress or call Ms. Christie
Jackson at (919) 733-
5083, extension 538.
Please include the
NPDES permit number
(attached) in any commu-
nication. Interested per-
sons may also visit the Di-
vision of Water Quality at
512 N. Salisbury Street,
Raleigh, NC 27604-1148
between the hours of 8:00
a.m. and 5:00 p.m. to re-
veiw information on file.
NCPDES Permit Number
NC0030597. Union Coun-
ty BOE- New Salem Ele-
mentary School. 201 Ve-
nus Street, Monroe, NC
28112 has applied for a
ermit renewal for a lacjli-
located in Union County
ischarging treated
Wastewater into an un-
named Tributary to Ri-
chardson Creek in the
Yadkin -Pee Dee River
Basin. Currently fecal coli-
form are water quality lim-
ited. This discharge may
affect future allocations in
this portion of the receiv-
ing stream.
`NPDES Permit Number
.NC0024333. City of Mon -
,roe (WWTP), P.O. Box
'69, Monroe, NC 28111'
) as' applied tot a perms/
;renewal, for-afacility local-
ed in Union County dis-
charging treated waste-
water into Richardson
Creek in the Yadkin Pee -
Dee River Basin. Current-
ly BOD, ammonia nitogen,
total residual chlorine,
cadmium, nickel, lead &
selenium are water quality
limited. This discharge
may affect future alloca-
tions in this portion of the
receiving stream.
Octohor 1 F. MOO
NORTH CAROLINA,
UNION COUNTY.
AFFIDAVIT c fPt1B%ICiTION
`I j�
Before the undersigned, a Notary Public of said County and State, duly
commissioned, qualified, and authorized by Oa-tojatirniniskr oaths,
Marvin nderle
who being first duly sworn, dep4es and ays: that he is
Publisher engaged in the publication
of a newspaper known as The Enquirer -Journal, published, issued, and
entered as second class mail in the City of Monroe in said County and
State; that he is authorized to make this affidavit and sworn statement;
that the notice or other legal advertisement, a true copy of which is
attached hereto, was published in The Enquirer -Journal on the following
dates:
cf(I\
personally appeared
and that the said newspaper in which such notice, paper, document, or
legal advertisement was published was, at the time of each and every such
publication, a newspaper meeting all the requirements and qualifications
of Section 1-597 of the General Statutes of North Carolina and was a
qualified newspaper within the meaning of Section 1-597 of the General
Statutes of North Carolina.
This
2000
Sworn to and subscribed before me, this f . day otad 2000
La, CI.
fly Commission expires:
May 11, 2003
Notary Public
11
INCHES:
MONROE, N.C.
2 0 0 0
ACCOUNT #: Di S.;?yo/ CJ
COST: $ 86'3
—IN ACCOUNT WITH—
011e Enquirir-Juurna1
P.O. Box 5040
500 W. Jefferson St.
Monroe, N.C. 28111-5040
Important Legal Document, Please Retain

-vi2)5,52A-
DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NC0024333
Facility Information
Facility Name:
City of Monroe WWTP
Permitted Flow:
9.0 MGD
County:
Union
Facility Class:
IV
Regional Office:
Mooresville.
Facility/Permit Status:
(i.e. New, Modification,
Existing or Renewal)
Existing
USGS Topo Quad:
N17NW
Stream Characteristics
Receiving Stream:
Stream Classification:
Subbasin:
Drainage Area (mi2):
Richardson Creek
Winter 7Q10 (cfs):
30Q2 (cfs):
Average Flow (cfs):
C
03-07-14
71.1
1.0
1.8
Summer 7Q10 (cfs)
0.43
IWC (%):
64
90
Changes Incorporated into Permit Renewal
Proposed Changes
Parameters Affected
Basis for change(s)
Supplement to Permit Cover
Sheet
Revised treatment plant
description
Revised as per staff report
dated 6-28-99.
Effluent Limitations and
Monitoring Requirements
Page
Deleted limits based on 7.0
MGD flow.
Current design capacity is
now 9.0 MGD.
Eftluent Limitations and
Monitoring Requirements
Page
Added effluent limit page for
12.5 MGD flow.
FONSI has been issued for
this expansion.
Effluent Limitations and
Monitoring Requirements
Page
Revised daily maximum limit
for Cadmium Limit was
revised from 5.0 µg/1 to 15
141.
Limits represent'/2 FAV
values based on revised EPA
recommended water quality
criteria published April 22.
1999.
Effluent Limitations and
Monitoring Requirements
Page
Deleted Cyanide limit and
monitoring conditions
RPA indicated that the
maximum predicted
concentration is less than the
allowable concentration.
Monitoring was dropped
because parameter is
monitored for in LTMP.
Effluent Limitations and
Monitoring Requirements
Page
Included daily maximum limit
for Selenium.
RPA indicated that the
maximum predicted
concentration is greater than
the allowable.

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NC0024333
(Continued)
Proposed Changes
Parameters Affected
Basis for change(s)
Effluent Limitations and
Monitoring Requirements
Page
Revised daily maximum limit
for Nickel. Limit was revised
from 352.0 µg/1 to 261 µg/l.
Limits represent 1 FAV
values based on revised EPA
recommended water quality
criteria published April 22,
1999.
Effluent Limitations and
Monitoring Requirements
Page
Deleted Special Condition H.
Condition is now covered in
standard boilerplate language.
Effluent Limitations and
Monitoring Requirements
Page
Deleted Special Condition I.
Current design capacity is 9.0
MGD.
Summary
The facility has requested a permit renewal with no modifications.
The following notes were taken during the review of the application package:
> 303(d) Review:
Listed in Part 2 as not supporting for sediment. Potential sources include
Agriculture and municipal pretretment (indirect dischargers).
➢ Review of Basin Plan:
Richardson Creek is susceptible to low Clow during dry periods. Instream
DO violations above and below the discharge indicates that the stream has
very limited assimilative capacity for wastewater. Nutrient loads to the
stream from point and nonpoint sources have stimulated prolific growths of
filamentous algae in certain reaches of Richardson Creek which may be
contributing an additional oxygen demand. Sedimentation is also a problem
for the Creek.
No new dischargers of oxygen consuming wastes should be permitted above
Monroe's WWT. Additional activities and resources are needed to identify

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NC0024333
(Continued)
impairment sources and to develop management strategies for this
waterbody.
➢ Reasonable Potential Analysis:
A reasonable potential analysis was performed using all available DMR data
(See attached documents). The results of the analysis are attached to this
document. In summary.
- Cadmium The maximum predicted concentration was determined to
be greater than the allowable concentration. Therefore a limit was
included in the permit renewal.
Cyanide The maximum predicted concentration was determined to
be less than the allowable concentration. Therefore, no limit will be
included in the renewal. No monitoring is necessary because
parameter is monitored for in the LTMP.
Lead The maximum predicted concentration was determined to be
greater than the allowable concentration. Therefore a limit was
included in the permit.
Nickel The maximum predicted concentration was determined to be
greater than the allowable concentration. Therefore a limit was
included in the permit.
- Selenium The maximum predicted concentration was determined to
be greater than the allowable concentration. Therefore a limit was
included in the permit renewal.
- Chromium The maximum predicted concentration was determined
to be less than the allowable concentration. Therefore, no limit will
be included in the renewal.
- Copper Monitoring only for copper will remain in the permit. This
parameter has an action level of 7 µg/l.
- Zinc Monitoring only for zinc will remain in the permit. This
parameter has an action level of 50 nil.
Arsenic The maximum predicted concentration was determined to
be less than the allowable concentration. Therefore, no limit will be
included in the renewal.
- Mercury, The maximum predicted concentration was determined to
be less than the allowable concentration. Therefore, no limit will be
included in the renewal. No monitoring is necessary because
parameter is monitored for in the LTMP

•
• 1
DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NC0024333
(Continued)
Silver The maximum predicted concentration was determined to be
less than the allowable concentration. Therefore. no limit will be
included in the renewal.
➢ Staff Report Review (06-28-99):
The Monroe facility proposes to expand the existing treatment facility to 12.5
MGD. The proposed modifications include: constructing additional flow
equalization, replacing several existing pumps, replacing the rotary screens
with mechanical bar screens, adding one aeration basin. adding two clarifiers,
replacing the chlorination and dechlorination systems with UV disinfection,
and constructing gravity belt thickeners. This expansion is necessary because
influent flow is approaching design capacity.
The facility has an approved pretreatment program.
The region recommends issuance of the proposed permit.
✓ Speculative Limits Request (08-24-98):
The Division has prepared a response to the request for speculative limits at 12.5 and
15.0 MGD on August 24, 1998. See file for more detailed information.
> WLA Review:
Most recent staff report was prepared in August of 1994. Limits were
determined to be water quality limited and instream monitoring was
recommended for DO, BOD, Ammonia, Fecal Coliform, Temperature, and
Conductivity. In addition, metals monitoring was recommended for the
following parameters Cadmium, nickel, lead, and cyanide.
• DMR Data review:
In general, the facility appears to be in compliance with the conditions of the
permit. The following is a summary of the monthly average levels reported
during 1998 and 1999 (Items listed in bold show where monthly average
violations were reported):

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NC0024333
(Continued)
Summer
TRC levels range from 1.52 ug/1 to 13.4 ug/1
BOD levels range from 3.3 mg/1 to 11.11 mg/1
Ammonia levels range from 0 mg/1 to 0.63 mg/1
TSS levels range from 0.62 mg/1 to 18.5 mgll
Fecal Coliform levels range from 9.9 #/100m1 to 146.4 #/100m1
DO levels range from 6.3 mg/1 to 7.9 mg/1
TN levels range from 4.05 mg/1 to 21 mg/1.
TP levels range from 1.8 mg/1 to 6.5 mg/1.
Cadmium levels range from 0 ug/1 to 0.425 ug/1.
Lead levels range from 0 ug/1 to 6ug/1.
Nickel levels range from 0 ug/1 to 11.6 ug/l.
Cyanide levels range from 0 ug/1 to 0 ug/l.
Winter
TRC levels range from 0 ug/1 to 13 ug/1
BOD levels range from 4.3 mg/1 to 30.34 mg/1
Ammonia levels range from 0.10 mg/1 to 1.4 mg/1
TSS levels range from 1.8 mg/1 to 36mg/1
Fecal Coliform levels range from 32.2 #/100m1 to 247.1 #/100m1
DO levels range from 7.09 mg/1 to 8.57 mg/1
TN levels range from 3.73 mg/1 to 16 mg/1.
TP levels range from 0.52 mg/1 to 3.6 mg/1.
Cadmium levels range from 0 ugll to 0 ug/1.
Lead levels range from 0 ug/1 to 7.67 ug/l.
Nickel levels range from 0 ug/1 to 18.5 ug/1.
Cyanide levels range from 0 ug/1 to 0 ug/1.
No problems with toxicity testing were reported. Facility appears to be in
compliance with toxicity monitoring requirements.
Monroe is a member of the Yadkin River Basin Association and therefore does not have
to conduct instream sampling.
It is recommended that the permit be renewed as drafted.

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NC0024333
(Continued)
Proposed Schedule for Permit Issuance
Draft Permit to Public Notice: 04-19-00
Permit Scheduled to Issue: 06-05-00
State Contact
If you have any questions on any of the above information or on the attached
permit, please contact Charles Weaver at [phone], extension 511.
NPDES Recommendation by: (.� Date: 0 /�/ �a
Regional Office Comments
Regional Recommendation by: Date:
Reviewed By:
Regional Supervisor: Date:
NPDES Unit:
v
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DENR/D
FACT SHEET FOR NPDES P:
NPDES No. N
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SEP 2 8 2000
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RMITPNYMART
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Facility Information
Facility Name:
City of Monroe WWTP
Permitted Flow:
9.0 MGD
County:
Union
Facility Class:
IV
Regional Office:
Mooresville
Facility/Permit Status:
(i.e. New, Modification,
Existing or Renewal)
Existing
USGS Topo Quad:
NI7NW
Stream Characteristics
Receiving Stream:
Richardson Creek
Stream Classification:
C
Winter7Q10 (cfs):
1.0
Subbasin:
03-07-14
30Q2 (cfs):
1.8
Drainage Area (mi2):
71.1
Average Flow (cfs):
64
Summer 7Q10 (cfs)
0.43
IWC (%):
90
Changes Incorporated into Permit Renewal
Proposed Changes
Parameters Affected
Basis for change(s)
Supplement to Permit Cover
Sheet
Revised treatment plant
description
Revised as per staff report
dated 6-28-99.
Effluent Limitations and
Monitoring Requirements
—
Deleted limits based on 7.0
� GD flox j ., ,,A
dui izr •v16W
Current design capacity is
now 9.0 MGD.
__
b.. Q .o 176 AA
Rage
Effluent Limitations and
Monitoring Requirements
Page
Revised daily maximum limit
for Cadmium Limit was
revised from 5.0 nil to 15
µg/l.
Limits represent/ FAV
values based on revised EPA
recommended water quality
criteria published April 22.
1999.
Effluent Limitations and
Monitoring Requirements
Page
Included daily maximum limit
for Selenium.
RPA indicated that the
maximum predicted
concentration is greater than
the allowable.
Effluent Limitations and
Monitoring Requirements
Page
Revised daily maximum limit
for Nickel. Limit was revised
from 352.0 µg/1 to 261 µg/1.
Limits represent/ FAV
values based on revised EPA
recommended water quality
criteria published April 22,
1999.
Effluent Limitations and
Monitoring Requirements
Page
Deleted Special Condition H.
Condition is now covered in
standard boilerplate language.
Effluent Limitations and
Monitoring Requirements
Page
Deleted Special Condition I.
Current design capacity is 9.0
MGD.
RPM Akt,JJ.
.c4.8 co.z., i $
6tIl0.."111. Me eV+�
L

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NC0024333
(Continued)
✓ Summary
The facility has requested a permit renewal with no modifications.
The following notes were taken during the review of the application package:
303(d) Review:
Listed in Part 2 as not supporting for sediment. Potential sources include
Agriculture and municipal pretretment (indirect dischargers).
✓ ➢ Review of Basin PIan:
Richardson Creek is susceptible to low flow during dry periods. Instream
DO violations above and below the discharge indicates that the stream has
very limited assimilative capacity for wastewater. Nutrient loads to the
stream from point and nonpoint sources have stimulated prolific growths of
filamentous algae in certain reaches of Richardson Creek which may be
contributing an additional oxygen demand. Sedimentation is also a problem
for the Creek.
No new dischargers of oxygen consuming wastes should be permitted above
Monroe's WWT. Additional activities and resources are needed to identify
impairment sources and to develop management strategies for this
waterbody.
➢ Reasonable Potential Analysis:
A reasonable potential analysis was performed using all available DMR data
(See attached documents). The results of the analysis are attached to this
document. In summary,
Cadmium The maximum predicted concentration was determined to
be greater than the allowable concentration. Therefore a limit was
included in the permit renewal.
Cyanide The maximum predicted concentration was determined to
be less than the allowable concentration. Therefore, no limit will be
included in the renewal. No
r > ylt,w Mct £ 1.
L- 7MA.

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NC0024333
(Continued)
- Lead The maximum predicted concentration was determined to be
greater than the allowable concentration. Therefore a limit was
included in the permit.
- Nickel The maximum predicted concentration was determined to be
greater than the allowable concentration. Therefore a limit was
included in the permit.
- Selenium The maximum predicted concentration was determined to
be greater than the allowable concentration. Therefore a limit was
included in the permit renewal.
Chromium The maximum predicted concentration was determined
to be less than the allowable concentration. Therefore, no limit will
be included in the renewal.
- Copper Monitoring only for copper will remain in the permit. This
parameter has an action level of 7 µg/l.
- Zinc Monitoring only for zinc will remain in the permit. This
parameter has an action level of 50
Arsenic The maximum predicted concentration was determined to
be less than the allowable concentration. Therefore, no limit will be
included in the renewal.
— _l rn ,0
r Staff Rep6Ft Keview (06-28-99):
The Monroe facility proposes to expand the existing treatment facility to 12.5
MGD. The proposed modifications include: constructing additional flow
equalization, replacing several existing pumps, replacing the rotary screens
with mechanical bar screens, adding one aeration basin, adding two clarifiers.
replacing the chlorination and dechlorination systems with UV disinfection,
and constructing gravity belt thickeners. This expansion is necessary
because influent flow is approaching design capacity.
The facility has an approved pretreatment program.
The region recommends issuance of the proposed permit.
Speculative Limits Request (08-24-98):
The Division has prepared a response to the request for speculative limits at 12.5 and
15.0 MGD on August 24. 1998. See file for more detailed information.
perAvid-- ri /, 7� /� 7 7
d`� 12,144,l i!' As e) h, % S S .

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NC0024333
(Continued)
> WLA Review:
Most recent staff report was prepared in August of 1994. Limits were
determined to be water quality limited and instream monitoring was
recommended for DO, BOD, Ammonia, Fecal Coliform, Temperature, and
Conductivity. In addition, metals monitoring was recommended for the
following parameters Cadmium, nickel, lead, and cyanide.
/• DMR Data review:
In general, the facility appears to be in compliance with the conditions of the
permit. The following is a summary of the monthly average levels reported
during 1998 and 1999 (Items listed in bold show where monthly average
violations were reported):
Summer
TRC levels range from 1.52 ug/1 to 13.4 ug/1
BOD levels range from 3.3 mg/1 to 11.11 mg/1
Ammonia levels range from 0 mg/1 to 0.63 mg/1
TSS levels range from 0.62 mg/1 to 18.5 mg/1
Fecal Coliform levels range from 9.9 #/100m1 to 146.4 #/100m1
DO levels range from 6.3 mg/1 to 7.9 mg/1
TN levels range from 4.05 mg/1 to 21 mg/l.
TP levels range from 1.8 mg/1 to 6.5 mg/l.
Cadmium levels range from 0 ug/1 to 0.425 ug/I.
Lead levels range from 0 ug/1 to 6ug/1.
Nickel levels range from 0 ug/1 to 11.6 ug/l.
Cyanide levels range from 0 ug/1 to 0 ug/l.
Winter
TRC levels range from 0 ug/1 to 13 ug/1
BOD levels range from 4.3 mg/1 to 30.34 mg/1
Ammonia levels range from 0.10 mg/I to 1.4 mg/I
TSS levels range from 1.8 mg/1 to 36mg/1
Fecal Coliform levels range from 32.2 #/100m1 to 247.1 #/100m1
DO levels range from 7.09 mg/1 to 8.57 mg/1
TN levels range from 3.73 mg/1 to 16 mg/l.
TP levels range from 0.52 mg/1 to 3.6 mg/l.
Cadmium levels range from 0 ug/1 to 0 ug/1.

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NC0024333
(Continued)
Lead levels range from 0 ug/1 to 7.67 ug/1.
Nickel levels range from 0 ug/1 to 18.5 ug/1.
Cyanide levels range from 0 ug/1 to 0 ug/l.
No problems with toxicity testing were reported. Facility appears to be in
compliance with toxicity monitoring requirements.
No upstream and downstream monitoring was reported in1999 and'/a 1998. Facility
must be part of a monitoring coalition. Region please confirm. ektri `t, d ct
is recommended that the permit be renewed as drafted. 54.
Proposed Schedule for Permit Issuance
Draft Permit to Public Notice: 04-19-00
Permit Scheduled to Issue: 06-05-00
State Contact
If you have any questions on any of the above information or on the attached
permit, please contact Charles Weaver at [phone], extension 511.
NPDES Recommendation by:
Regional Office Comments
GC Z�cr2c Ov't
fee
Date: 7 1 vv
Regional Recommendation by: 67Grp
Reviewed By:
Date:

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NC0024333
(Continued)
Regional Supervisor:
NPDES Unit: Date: / V/)

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
Mr. Tom Frederick
City of Monroe
Post Office Box 69
Monroe, North Carolina 28111-0069
AVA
NCDENR
e"(
Subject: NPDES Permit Modification
Permit No. NC0024333
Monroe WWTP
Union County
Dear Mr. Frederick:
The Division received a letter requesting a permit modification on May 1, 1998. The
letter requested approval from the Division to modify the Total Residual Chlorine (TRC) Limit
from a Daily Maximum of 17 µg/1 to a Weekly Average of 17 µg/1. Furthermore, Monroe
requested a Daily Average TRC limit to replace the Daily Maximum restriction. The Division
has completed its review of the proposed modification and found it to be satisfactory.
Please find enclosed the modified sections of the permit in reference to the changes
identified above. Replace the original sections in your permit with the newer enclosed sections
and discard the original sections. All other terms and conditions contained in the original permit
remain unchanged and in full effect. These permit modifications are issued pursuant to the
requirements of North Carolina General Statutes 143-215.1 and the Memorandum of Agreement
between North Carolina and the U.S. Environmental Protection Agency.
If any parts, measurement frequencies or sampling requirements contained in this permit
modification are unacceptable to you, you have the right to an adjudicatory hearing upon written
request within thirty (30) days following receipt of this letter. This request must be in the form
of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, an
filed with the Office of Administrative Hearings, Post Office Drawer 27447, Raleigh, North
Carolina 27611-7447. Unless such demand is made this decision shall be final and binding.
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

NPDES Permit Modification
Permit No. NC0024333
Monroe WWTP
Page 2 of 2
If you have any questions, please contact Jeff Myhra at [phone] extension 597.
Sincerely,
Preston Howard, Jr., P.E.
cc: Central Files
Mooresville Regional Office, Water Quality Section
Roosevelt Childress, EPA
NPDES Unit (Permit Files)
Point Source Compliance/Enforcement Unit

A.(1)EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
Permit No. NC0024333
During the period beginning on the effective date of the permit and lasting until expansion, the Permittee is authorized to discharge from outfall(s) serial number
001. Such discharges shall be limited and monitored by the Permittee as specified below:
EFFLUENT CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Weekly"
Average
Daily
Maximum
Daily
Average
Measurement
Frequency
Sample
Type
Sample
Location1
Flow
9.0 MGD
Continuous
Recording
I or E
BOD, 5-day, 20°C2 (April 1 - Oct 31)
7.3 mg/1
11.0 mg/1
Daily
Composite
E,I, U, D
BOD, 5-day, 20°C2 (Nov 1 - March 31)
14.5 mg/1
22.0 mg/1
Daily
Composite
E,I, U, D
TSS2
30.0 mg/1
45.0 mg/1
Daily
Composite
E,I
NH3-N, (April 1 - October 31)
1.0 mg/1
Daily
Composite
E,U,D
NH3-N, (November 1 - March 31)
2.0 mg/1
Daily
Composite
E,U,D
Dissolved Oxygen3
Daily
Grab
E,U,D
Fecal Coliform (geometric mean)
200/100 ml
400/100 ml
Daily
Grab
E,U,D
Temperature
Daily
Grab
E,U,D
Total Residual Chlorine
17 ug/1
28 ug/1
Daily
Grab
E
Conductivity
Daily
Grab
E,U,D
Total Nitrogen (NO2+ NO3 + TKN)
Monthly
Composite
E
Total Phosphorus
Monthly
Composite
E
Chronic Toxicity4
i,s 2-2-
Quarterly
Composite
E
Cadmium
2.0 ug/1
--RV
Weekly
Composite
E
Cyanides
5.0 ug/1
_29.1 ug 1
ZL/
Weekly
Grab
E
Nickel
88.0 ug/1
1g/1
Weekly
Composite
E
Lead
25.0 ug/1
34.0 ug/1
Weekly
Composite
E
Copper
2/month
Composite
E
Zinc
2/month
Composite
E
Notes:
Gr.
1 Sample locations: E - Effluent, I - Influent, U - Upstream at Walkup Avenue, D - Downstream (1) Below discharge at NCSR 1006, (2) below Stewarts
Creek at NCSR 1630. Instream monitoring shall be grab samples collected 3lwk (Jun -Sep) and l/wk (Oct -May).
2 The monthly average effluent BOD5 and Total Suspended Solids concentrations shall not exceed 15% of the respective influent value (85% removal).
3 The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/I.
4 Chronic ToxicityCerioda hnia P/F, no significant mortalityat 90%; March, June, September, and December; See-Partt III Condition G. ( P )� 9 � P
5 The detection limit for cyanide is 10.0 ug/l. If the measured levels of cyanide are below the detection limit, then the measurement is considered to be zero for
purposes of compliance evaluation and should be reported on the DMR as < 10.0 ug/I.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units,aad shall bemonitored daily -at tlle-eiflaent by grab sample. _
There shall be no discharge of floating solids or visible foam in other than trace amounts.

A.(2)EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
Permit No. NC0024333
During the period beginning upon expansion above 9.0 MGD and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial number
001. Such discharges shall be limited and monitored by the Permittee as specified below:
EFFLUENT CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Weekly
Average
Daily
Maximum
Daily
Average
Measurement
Frequency
Sample
Type
Sample
Location'
Flow
11.0 MGD
Continuous
Recording
I or E
BOD, 5-day, 20°C2 (April 1 - Oct 31)
7.3 mg/1
11.0 mg/1
Daily
Composite
E,I, U, D
BOD, 5-day, 20°C2 (Nov 1 - March 31)
14.5 mg/1
22.0 mg/1
Daily
Composite
E,I, U, D
TSS2
30.0 mg/1
45.0 mg/1
Daily
Composite
E,I
NH3-N, (April 1 - October 31)
1.0 mg/1
Daily
Composite
E,U,D
NH3-N, (November 1 - March 31)
2.0 mg/1
Daily
Composite
E,U,D
Dissolved Oxygen3
Daily
Grab
E,U,D
Fecal Coliform (geometric mean)
200/100 ml
400/100 ml
Daily
Grab
E,U,D
Temperature
Daily
Grab
E,U,D
Total Residual Chlorine
17 ug/1
28 ug/1
Daily
Grab
E
Conductivity
Daily
Grab
E,U,D
Total Nitrogen (NO2+ NO3 + TKN)
Monthly
Composite
E
Total Phosphorus
Monthly
Composite
E
Chronic Toxicity4
!s
Quarterly
Composite
E
Cadmium
2.0 ug/1
..5 l ug/1
Weekly
Composite
E
Cyanides
5.0 ug/1
20.0 u�1
?.�I
Weekly
Grab
E
Nickel
88.0 ug/1
35' ug/1
Weekly
Composite
E
Lead
25.0 ug/1
34.0 ug/1
Weekly
Composite
E
Copper
2/month
Composite
E
Zinc
2/month
Composite
E
Notes:
Sample locations: E - Effluent, I - Influent, U - Upstream at Walkup Avenue, D - Downstream (1) Below discharge at NCSR 1006, (2) below Stewarts
Creek at NCSR 1630. Instream monitoring shall be grab samples collected 3/wk (Jun -Sep) and 1/wk (Oct -May).
2 The monthly average effluent BOD5 and Total Suspended Solids concentrations shall not exceed 15% of the respective influent value (85% removal).
3 The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/I.
4 Chronic Toxicity (Ceriodaphnia), P/F, no significant mortality at 90%; March, June, September, and December; See Partt III, Condition G.
5 The detection limit for cyanide is 10.0 ug/I. If the measured levels of cyanide are below the detection limit, then the measurement is considered to be zero for
purposes of compliance evaluation and should be reported on the DMR as < 10.0 ug/I.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored daily at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit No. NC0024333
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVERO !MENTAL --MANAGEMENT
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1,
other lawful standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
City of Monroe
is hereby authorized to discharge wastewater from a facility located at
7rs
intersection-of-NCSR 17-5-1 and Treeway Drive
Monroe
Union County
to receiving waters designated as Richardson Creek in the Yadkin -Pee Dee River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, II, and. III hereof.
This permit shall become effective errr r T9-94
zoo
This permit and the authorization to discharge shall expire at midnight on November 30, 1-999"
Signed this day _ ovemberi?4, `994
Originai Signed By
David A. Goodrich
A , ., f.E, Director
Division of Environmental Management
By Authority of the Environmental Management Commission

is hereby authorized to:
1.
Permit No. NC0024333
SUPPLEMENT TO PERMIT COVER SHEET
City of Monroe Wastewater Treatment Plant
Continue to operate an existing
pumping station (with onsite ge
aeration basins with diffused air,
disinfection, cascade post aeration,
beds (unused), gravity sludge dryin
lagoon, and dual source power located
NCSR 1751 and Treeway Drive, Monro
2. Increase capacity as speci
9.0 MGD of treated waste
.0 MGD wastewater treatment facility consisting of influent
rator), rotary influent screening, flow equalization, four
four secondary clarifiers, four tertiary filters, chlorine
erobic sludge digesters, vacuum assisted sludge drying
beds, sludge centrifuge dewatering, sludge holding
t Monroe Wastewater Treatment Plant, intersection of
Union County (See Part III of this Permit), and
ed in Authorization to Construct issued June 28, 1993, discharge
er, and,
3 . After receiving an additional Authorization to Construct from t e Division of Environmental
Management to expand above 9.0 MGD(not to exceed 1+:0 MG9,
,/ 4. Discharge from said treatment works at the location specified on the attached map into
Richardson Creek which is classified a Class C waters in the Yadkin River Basin.

.4
A. (1). El -FLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April 1 - October 31) Permit No. NC0024333
During the period beginning on the effective date of the permit and lasting until expansion above 7.0 MGD, the Permittee is authorized to
discharge from outfall(s) serial nu e ber 001. Such discharges shall be limited and monitore..y the permittee as specified below:
Effluent Characteristics ►'schar*e Limitations Monitoring Requirements
Measurement Sample *Sample
M•.nthi Avg. ' Weekly Avg. D. Max. Frequency Type Location
Flow 7 . MGD Continuous Recording 1 or E
BOD, 5-Day, 20°C** 10.0 mg/I 15.0 mg/I Daily Composite I,E,U,D
Total Suspended Residue** 30.0 g/l 45.0 mg/I j Daily Composite I,E
NH3 as N 3.0 m : /I / Daily Composite E,U,D
Dissolved Oxygen*** Daily Grab E,U,D
Fecal Coliform (geometric mean) 200.0 /100 1 400.0 / 10 ml Daily Grab E,U,D
Total Residual Chlorine Daily Grab E
Temperature Daily Grab E,U,D
Conductivity Daily Grab E,U,D
Total Phosphorus Monthly Composite E
Total Nitrogen (NO2 + NO3 + TKN) Monthly Composite E
Cadmium 2.0 µg/I 5.0 14/1 Weekly Composite E
Cyanide 5.0 µg/I 20.0 µg/I Weekly Grab E
Nickel . ;.0 µg/I 352.0 µg/I Weekly Composite E
Lead 25.4 µg/l 34.0 µg/I Weekly Composite E
Copper 2/Month Composite E
Zinc 2/Month Composite E
Chronic Toxicity**** Quarterly Composite E
* Sample locations: E - Effluent, I - Infl -nt, U - Upstream at Walkup A enue, D - Downstream (1) below discharge at NCSR 1006, (2) below
Stewarts Creek at NCSR 1630.
Upstream and downstream samples s ' . l be grab samples.Instream samples
the months of June, July, August, • d September and once per week during
all be grab samples and shall be conducted 3 times per week during
remainder of the year.
** The monthly average efflue • BOD5 and Total Suspended Residue concentratio . shall not exceed 15% of the respective influent value (85 %
removal).
*** The daily average disse ved oxygen effluent concentration shall not be less than 7. mg/I.
***'F Chronic Toxicity (Ceriodaphnia) P/F at 90%; March, June, September, and Decemb r; See Part III, Condition G.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall b. monitored daily at the effluent by grab sample.
There shall he nn discharge of flnntinrr snlirls nr visihle foam in nther than trace. amounts.

Permit No. NC0024333
A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 - March 31)
During the period beginning on the effective date of the permit and lasting expansion above 7.0 MGD, the Permittee is authorized to
discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the permitte s specified below:
Effluent Characteristics
Discharge Limitations
Monthl Av
Flow 7.0 MGD
BOD, 5-Day, 20°C** 2 ' . ' mg/I
Total Suspended Residue** 30.0 mg/I
NH3 as N 6.0 g / I
Dissolved Oxygen***
Fecal Coliform (geometric mean) 200.0 /100 ml
Total Residual Chlorine
Temperature
Conductivity
Total Phosphorus
Total Nitrogen (NO2 + NO3 + TKN)
Cadmium
Cyanide
Nickel
Lead
Copper
Zinc
Chronic Toxicity****
Monitoring Requirements
nt
Weekly Av_gDaily Max. Frequency
Continuous
30.0 rng/I Daily
45.0 mg/I Daily
Daily
Daily
400.0 /100 rot/ Daily
Daily
Daily
Daily
Monthly
Monthly
2.0 µg/I 5.0 µg/I Weekly
5.0 µg/I 20.0 µg/I Weekly
8.0 ug/I 352.0 µg/I Weekly
2 0 µg/I 34.0 µg/I Weekly
2/Month
2/Month
Quarterly
Sample
Type
Recording
Composite
Composite
Composite
Grab
Grab
Grab
Grab
Grab
Composite
Composite
Composite
Grab
Composite
Composite
Composite
Composite
Composite
*Sample
Location
I or E
I,E,U,D
I,E
E,U,D
E,U,D
E,U,D
E
E,U,D
E,U,D
E
E
E
E
E
E
E
E
E
* Sample locations: E - Effluent, Influent, U - Upstream at Walkup A enue, D - Downstream (1) below discharge point at NCSR 1006, (2)
below Stewarts Creek at NCS 630.
Instream samples shall be gra samples and shall be conducted 3 times per eek during the months of June, July, August, and September and
once per week during the r- ainder of the year.
** The monthly ave . ge effluent BOD5 and Total Suspended Residue concentratio . shall not exceed 15% of the respective influent value (85 %
removal).
*** The daily average dissolved oxygen effluent concentration shall not be less than 7. mg/l.
***" Chronic Toxicity (Ceriodaphnia) P/F at 90%; March, June, September, and Decemb. ; See Part Ill, Condition G.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall b monitored daily at the effluent by grab sample.
There shall he no discharge of flnatinu solids nr visible fnim in other than trace. amounts.

A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April 1 - October 31)
Permit No. NC0024333
During the period beginning upon expansion above 7.0 MGD and lasting until expansion above 9.0 MGD or expiration, the Permittee is
authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics
Flow
BOD, 5-Day, 20°C**
Total Suspended Residu
NH3 as N
Dissolved Oxygen***
Fecal Colifoi m (geometric mean)
Total Residual Chlorine
Temperature
Conductivity
Total Phosphorus
Total Nitrogen (NO2 + NO3 + TKN)
Cadmium
Cyanide
Nickel
Lead
Copper
Zinc
Chronic Toxicity****
Dischar
e
Monthly. Avg. Weekly A
9.0
a
5.0 mg/I
30.0 mall
2.0 mg/I
200.0 /100 ml
7.5 mg/I
4_5 n ,al)
400.0 /100 ml
2.0 µg/,I
5.0 µg/I
88.0 µg/I
25.0 µg/I
Monitoring Requirements
Sample *Sample
Max Frequency - Type
17.0 pig/1
5.0 µg/l
20.0 ug/I
352.0 µg/I
34.0 µg/I
* Sample locations: E - Effluent, I - Influent,
Stewarts Creek at NCSR 1630.
Upstream and downstream sa
the months of Jun
Continuous Recording
Daily Composite
Daily Composite
Daily Composite
Daily Grab
Daily Grab
Daily Grab
Daily Grab
Daily Grab
Monthly Composite
Monthly Composite
Weekly Composite
Weekly Grab
Weekly Composite
Weekly Composite
2/Month Composite
2/Month Composite
Quarterly Composite
Location
I or E
I,E,U,D
I,E
E,U,D
E,U,D
E,U,D
E
E,U,D
E,U,D
E
E
E
E
E
E
E
E
E
U - Upstream at Walkup Avenue, D - Downstream (1) Below dis :e at NCSR 1006, (2) below
e grab samples.Instream samples shall be grab samples and shall be conducted 3 times per week during
ugust, and September and once per week during the remainder of the year.
** The monthly average effluent BOD5 and Total Suspender esi
removal).
*** The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/l.
**** Chronic Toxicity (Ceriodaphnia) P/F at 90%; March, June, September, and December; See Part III, Condition G.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored daily at the effluent by grab sample.
There shall he nn discharge of floating solids or visible foam in other than trace amnnnts.
ions shall not exceed 15% of the respective influent value (85 %

A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 - March 31) Permit No. NC0024333
During the period beginning upon expansion above 7.0 MGD and lasting until expansion above 9.0 MGD or expiration, the Permittee is
authorized to discharge from outtalks) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics
Flow
BOD, 5-Day, 20°C**
Total. Suspended Residue**
NH3 as N
Dissolved Oxygen***
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Conductivity
Total Phosphorus
Total Nitrogen (NO2 + NO3 + TKN)
Cadmium
Cyanide
Nickel
Lead
Copper
Zinc
Chronic Toxicity****
Discharge Limitations
Monthly. Avg.
9.0 MGD
10.0 mg/I
200.0 /100 ml
Weekly Avg.
ts0 mg/I
45.0 mg/I
400.0 /100 ml
Ct
di0� qp {—` -d5'•
l
2.0
5.0
88.0
25.0
* Sample loc. ions - i _ - • , pseam a up
below Stewarts Creek at NCSR 1630.
Instream samples shall be grab samples and sh • - _ : - ..
once per week during the rema' i ' . le year.
Daily Max.
17.0 ttg/I
5.0 µg/I
20.0 µg/I
352.0 µg/I
34.0 µg/I
Monitoring Requirements
surement Sample *Sample
Frequenc
ontinuous
Daily
Daily
Daily
Daily
Daily
Daily
Daily
Daily
Monthly
Monthly
Weekly
Weekly
Weekly
Weekly
2/Month
2/Month
Quarterly
Type
Recording
Composite
Composite
Composite
Grab
Grab
Grab
Grab
Grab
Composite
Composite
Composite
Grab
Composite
Composite
Composite
Composite
Composite
Location
IorE
I,E,U,D
I,E
E,U,D
E,U,D
E,U,D
E
E,U,D
E,U,D
E
E
E
E
E
E
E
E
E
eam (1) below discharge point at NCSR 1006, (2)
un, August, and September and
** The monthly average t BOD and Total Suspended Residue concentrations shall not exceed 15% of the respective influent value (85 %
removal).
*** The daily average dissolved oxygen effluent concentration shall not be less than . 1 m a'
***" Chronic Toxicity (Ceriodaphnia) P/F at 90%; March, June, September, and December; See Part III, Condition G.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored daily at the effluent by grab sample.
Theye. shall he no discharge of flnntina snliris or visible. foam in other than trace amounts.

A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April 1- October 31) Permit No. NC0024333
During the period beginning upon expansion above 9.0 MGD and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
r -m -nt Sample *Sample
Monthly. Avg. Weekly Avq. Daily Max. Frequency Type Location
Flow 1 1 .0 MGD .. 's Recording I or E
BOD, 5-Day, 20°C— 5.0 •' : 7.5 rrg/I Daily Composite I,E,U,D
Total Suspended Residue** 30.0 mg/I 45.0 mg/I Daily Composite I,E
NH3 as N 2.0 mg/I Daily Composite E,U,D
Dissolved Oxygen*** Daily Grab E,U,D
Fecal Coliform (geometric mean) 200.0 ;100 ml 400.0 /100 rn! Daily Grab E,U,D
Total Residual Chlorine 17.0 µg/I Daily Grab E
Temperature ' Daily Grab E,U,D
Conductivity j ,�-c Cal Daily Grab E,U,D
Total Phosphorus 6'e/e
V" pp Monthly Composite E
Total Nitrogen (NO2 + NO3 + TKN) l - (O Monthly Composite E
Cadmium t � 2.0 µg/I 5.0 j.tg/I Weekly Composite E
Cyanide 5.0 µg/I 20.0 ttg/I Weekly Grab E
Nickel 88.0 µg/I 352.0 µg/I Weekly Composite E
Lead 25.0 µg/I 34.0 µg/I Weekly Composite E
Copper ' 2/Month Composite E
Zinc 2/Month Composite E
Chronic Toxicity**** Quarterly Composite E
* Sample locations: E - Effluent, I - Influent, U - Upstream at Walkup Avenue, D - Downstream (1) below discharge at NCSR 1006, (2) below
Stewarts Creek at
Upstream and downstream samples shall be grab samples.Instream samp -. -- a ab samples and shall be conducted 3 times per week during
the months of June, July, August, and September and once per week during the remainder o - -
** The monthly average : • P5 and Total Suspended Residue concentrations shall not excee. 'o o the respective influent value (85 %
removal).
*** The daily average 'ssolved oxygen effluent concentration shall not be less than 6.0 mg/l.
**** Chronic Toxicity (Ceriodaphnia) P/F at 90'0; • . • _ - member, and December; See Part III, Condition G.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored daily at the effluent by grab sample.
There shrill he nn dischnrnn of flnatina solids nr visihle fnrim in nther thin trnre amrnints

.4
A. (1). EFf LUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 - March 31)
Permit No. NC0024333
During the period beginning upon expansion above 9.0 MGD and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics
Flow
BOD, 5-Day, 20°C**
Total Suspended Residue**
NH3 as N
Dissolved Oxygen***
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Conductivity
Total Phosphorus
Total Nitrogen (NO2 + NO3 + TKN)
Cadmium
Cyanide
Nickel
Lead
Copper
Zinc
Chronic Toxicity****
Discharge Limitations
Monthly. Avg.
11.0 MGD
10.0 mg/I
mg/I
4.0 mg/I
200.0 /100 mi
* Sample locations: E - Effluent I - I
below Ste c a CSR 1630.
Instrcam samples shall be grab samples and shall be conducted 3 times per week during the months of
once per week during the remainder of the year.
p ' Vn0
�ff 7( J 2.0 µg/I
f,U 5.0 µg/I
`�� 88.0 µg/I
25.0 µg/I
Monitoring Requirements
Measurement
Weekly Avq. Daily__ Frequency
ntinuous
Daily
Daily
Daily
Daily
a
Daily
Daily
Daily
Monthly
Monthly
5.0 µg/I Weekly
20.0 µg/I Weekly
352.0 µg/I Weekly
34.0 µg/I Weekly
2/Month
2/Month
Quarterly
45.0 mg/I
400.0 /100 ml
17.0 µg/I
II- i lnstream at Walkup Avenue, D
Sample
Type
Recording
Composite
Composite
Composite
Grab
Grab
Grab
Grab
Grab
Composite
Composite
Composite
Grab
Composite
Composite
Composite
Composite
Composite
*Sample
Location
IorE
I,E,U,D
I,E
E,U,D
E,U,D
E,U,D
E
E,U,D
E,U,D
E
E
E
E
E
E
E
E
E
- Downstream (1) below discharge point at NCSR 1006, (2)
August, and September and
** The month average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15% of the respective influent value (85 %
removal).
*** The dail average dissolved oxygen effluent concentration shall not be less than 6.0 mg/I.
***" Chronic Toxicity (Ceriodaphnia) P/F at 90%; March, June, September, and December;
Condition G.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored daily at the effluent by grab sample.
There shall he, nn clisrharsre of flnatinu snlicis nr visible fnam in other than trace a nnunts

Part III Permit No. NC0024333
G. CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 90% (defined as treatment two in the North Carolina procedure document).
The permit holder shall perform quarterly monitoring using this procedure to establish compliance
with the permit condition. The first test will be performed after thirty days from the effective date
of this permit during the months of March, June, September, and December. Effluent sampling
for this testing shall be performed at the NPDES permitted final effluent discharge below all
treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention:
Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management indicate potential impacts to the receiving stream, this
permit may be re -opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements.
H. Phased Cons
If this facility is built
the flow to the existi
annual average flow.
the existing units.
I. Total Residu
Condition
phases, plans and specifications for the next phase shall be submitted when
nits reaches 90% of the design capacity of the facilities on line, based on
time may the flow tributary to the facility exceed the design capacity of
orine Limit
The total residua orine limit of 17 µg/1 specified for the 9 MGD wasteflow shall be enforceable

Facility Name =
NPDES if =
Qw (MGD) =
7Q10s (cfv) =
IWC (%) =
Monroe WWTP
NC0024333
7
0.43
96.19
k(
or) I:
D'y'
•
tek'
,1
t
Parameter =
Standard =
n
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
Cyanide
5.0
BDL=1 /2DL
5.0
5.0
5.0
5,0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
Actual Data
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
RESULTS
Std Dev.
Mean
C.V.
Mult Factor =
Max. Value
Max. Pred Cw
Allowable Cw

49 5.0 <10
50 5.0 <10
51 5.0 <10
52 5.0 <10
53 5.0 <10
54 5.0 <10
55 5.0 <10
56 5.0 <10
57 5.0 <10
58 5.0 <10
59 5.0 <10
60 5.0 <10
61 5.0 <10
62 1.0 <2
63 1.0 <2
64 1.0 <2
65 5.0 <10
66 5.0 <10
67 5.0 <10
68 5.0 <10

0.76011695
4.851851852
0.156665326
1.1
5 µgll
5.5 Fcgl1
5.2 µg/1

Facility Name =
NPDES 1/ =
Qw (MGD) =
7QIOs (cfs)=
IWC (%) =
Monroe W WTP
NC0024333
7
0.43
96.19
FINAL RESULTS
Fioride
Max. Pred Cw
Allowable Cw
rfs 14)
Le-
(0,7'614. (11,, „
12-6,1At& (if .
NI 0 PA,/,
Parameter =
Standard =
n
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
Floride
1800.0
BDL=1/2DL
670.0
660.0
690.0
840.0
780.0
700.0
800.0
700.0
400.0
490.0
530.0
560.0
500.0
400.0
400.0
400.0
580.0
230.0
610.0
690.0
760.0
910.0
850.0
810.0
470.0
680.0
600.0
1200.0
1200.0
1000.0
g/I
Actual Data RESULTS
670.00 Std Dev.
660.00 Mean
690.00 C.V.
840.00
780.00
700.00 Mult Factor =
800.00 Max. Value
700.00 Max. Pred Cw
400.00 Allowable Cw
490.00
530.00
560.00
500.00
400.00
400.00
400.00
580.00
230.00
610.00
690.00
760.00
910.00
850.00
810.00
470.00
680.00
600.00
1200.00
1200.00
1000.00

226.2053284
670.3333333
0.337452006
4.9
1200 pgl1
5880 µg/I
1871.3 µg11

Facility Name =
NPDES # =
Qw (MGD)
7Q10s (cfs) =
IWC (%) =
Monroe WWTP
NC0024333
7
0.43
96.19
FINAL RESULTS
Mercury
Max. Pred Cw
Allowable Cw
Parameter =
Standard =
Mercury
0.012
µg/I
n BDL=1/2DL Actual Data RESULTS
1 0.1 <0.2 Std Dev.
2 0.1 <0.2 Mean
3 0.1 <0.2 C.V.
4 0.1 <0.2
5 0.1 <0.2
6 0.1 < 0.2 Mult Factor =
7 0.1 <0.2 Max. Value
8 0.1 <0.2 Max. Pred Cw
9 0.1 <0.2 Allowable Cw
10 0.1 <0.2
11 0.1 <0.2
12 0.1 <0.2
13 0.1 <0.2
14 0.1 <0.2
15 0.1 <0.2
16 0.1 <0.2
17 0.1 <0.2
18 0.1 <0.2
19 0.1 <0.2
20 0.1 <0.2
21 0.1 <0.2
22 0.1 <0.2
23 0.1 <0.2
24 0.1 <0.2
25 0.1 <0.2
26 0.1 <0.2
27 0.1 <0.2
28 0.1 <0.2
29 0.1 <0.2
30 0.1 <0.2

0
0.1
0
0.1 AO
0.11 µg/1
0.0 µgn

4
Facility Name =
NPDES # =
Qw (MGD) =
7Q10s (cfs) =
IWC (%) =
Monroe WWTP
NC0024333
7
0.43
96.19
FINAL RESULTS
Copper
Max. Pred Cw
Allowable Cw
264
7.3
Parameter =
Standard =
Copper
7.0
µg/1
n BDL=1/2DL Actual Data RESULTS
1 5.3 5 Std Dev.
2 4.4 4 Mean
3 5.0 5 C.V.
4 4.0 4
5 2.8 3
6 1.0 <2 Mult Factor =
7 5.2 5 Max. Value
8 1.0 <2 Max. Pred Cw
9 1.0 <2 Allowable Cw
10 5.0 <10
11 5.0 <10
12 5.0 <10
13 5.0 <10
14 5.0 <10
15 12.0 12
16 5.0 <10
17 66.0 66
18 5.0 <10
19 5.0 <10
20 5.0 <10
21 10.0 10
22 5.0 <10
23 5.0 <10
24 50.0 50
25 5.0 <10
26 12.0 12
27 5.0 <10
28 10.0 10
29 10.0 10
30 10.0 10
31 110.0 110
32 15.0 15
33 16.0 16
34 23.0 23
35 12.0 12
36 9.0 9
37 8.0 8
38 8.0 8
39 11.0 11
40 13.0 13
41 8.0 8
42 10.0 10
43 12.0 12
44 10.0 10
45 10.0 10
46 10.0 10
47 26.0 26
48 7.0 7

49 51.0 51
50 15.0 15
51 9.0 9
52 9.0 9
53 8.0 8
54 19.0 19
55 17.0 17
56 19.0 19
57 12.0 12
58 120.0 120
59 15.0 15
60 18.0 18
61 17.0 17
62 15.0 15
63 21.0 21
64 16.0 16
65 16.0 16
66 17.0 17
67 18.0 18
68 26.0 26

20.25476642
16.29468085
1.243029342
2.2
120 µg/I
264 µg/1
7.3 µg/1

Facility Name =
NPDES # =
Qw (MGD) =
7Q10s (cfs) =
IWC (%) =
Monroe WWTP
NC0024333
7
0.43
96.19
FINAL RESULTS
Cadmium
Max. Pred Cw
Allowable Cw
2.34
2.1
Parameter =
Standard =
Cadmium
2.0
µg/1
n BDL=1/2DL Actual Data RESULTS
1 0.5 <1 Std Dev.
2 0.5 <1 Mean
3 0.5 <1 C.V.
4 0.5 <1
5 0.5 <1
6 0.5 <1 Mull Factor =
7 0.5 <1 Max. Value
8 0.5 <1 Max. Pred Cw
9 0.5 <1 Allowable Cw
10 0.5 <1
11 0.5 <1
12 0.5 <1
13 0.5 <1
14 0.5 <1
15 4.5 <1
16 0.5 <1
17 0.5 <1
18 0.5 <1
19 0.5 <1
20 0.5 <1
21 0.5 <1
22 0.5 <1
23 0.5 <1
24 0.5 <1
25 0.5 <1
26 0.5 <1
27 0.5 <1
28 0.5 <1
29 0.5 <1
30 0.5 <1
31 0.5 <1
32 0.5 <1
'33 0.5 <1
34 0.5 <1
35 0.5 <1
36 0.5 <1
37 0.5 <1
38 0.5 <1
39 0.5 <1
40 1.7 1.70
41 0.5 <1
42 0.5 <1
43 0.5 <1
44 0.5 <1
45 0.5 <1
46 0.5 <1
47 0.5 <1
48 1.8 1.80

a
1,
r
49 0.5 <1
50 0.5 <1
51 0.5 <1
52 0.5 <1
53 0.5 <1
54 0.5 <1
55 0.5 <1
56 1.0 <2
57 0.5 <1
58 0.5 <1
59 0.5 <1
60 0.5 <1
61 0.5 <1
62 0.5 <1
63 0.5 <1
64 0.5 <1
65 0.5 <1
66 0.5 <1
67 0.5 <1
68 ' 0.5 <1

0.156110711
0.525641026
0.296991109
1.3
1.8 µg/1
2.34 dug/1
2.1 µg/1

Facility Name =
NPDES # =
Qw (MGD) =
7Q10s (cfs) =
IWC (%) =
Monroe WWTP
NC0024333
7
0.43
96.19
FINAL RESULTS
Arsenric
Max. Pred Cw
Allowable Cw
4
52.0
Parameter =--
Standard =
Arsenric
50.0
µg/I
n BDL=1/2DL Actual Data RESULTS
1 2.5 <5 Std Dev.
2 2.5 <5 Mean
3 2.5 <5 C.V.
4 2.5 <5
5 2.5 <5
6 2.5 <5 Mult Factor =
7 1.0 <2 Max. Value
8 1.0 <2 Max. Pred Cw
9 1.0 <2 Allowable Cw
10 2.5 <5
11 2.5 <5
12 2.5 <5
13 1.0 <2
14 1.0 <2
15 1.0 <2
16 1.0 <2
17 1.0 <2
18 1.0 <2
19 1.0 <2
20 1.0 <2
21 1.0 <2
22 2.5 <5
23 2.5 <5
24 2.5 <5
25 2.5 <5
26 2.5 <5
27 2.5 <5
28 2.5 <5
29 2.5 <5
30 2.5 <5

1
0.747409319
1.9
0.393373326
1.6
2.5 µg/1
4 µg/1
52.0 µg/1

l
•
.
Facility Name =
NPDES # =
Qw (MGD) =
7Q1 Ds (cfs) =
IWC (%) =
Monroe WWTP
NC0024333
7
0.43
96.19
FINAL RESULTS
Chromium
Max. Pred Cw
Allowable Cw
11.5
52.0
Parameter =
Standard =
Chromium
50.0
µg/1
n BDL=1/2DL Actual Data RESULTS
1 1.0 <2 Std Dev.
2 1.0 <2 Mean
3 1.0 <2 C.V.
4 1.0 <2
5 1.0 <2
6 1.0 <2 Mull Factor =
7 1.0 <2 Max. Value
8 1.0 <2 Max. Pred Cw
9 1.0 <2 Allowable Cw
10 1.0 <2
11 1.0 <2
12 1.0 <2
13 1.0 <2
14 3.0 3.00
15 1.0 <2
16 1.0 <2
17 1.0 <2
18 1.0 3.00
19 5.0 <10
20 5.0 <10
21 5.0 <10
22 5.0 <10
23 5.0 <10
24 5.0 <10
25 5.0 <10
26 5.0 <10
27 5.0 <10
28 5.0 <10
29 5.0 <10

1.955162423
2.586206897
0.755996137
2.3
5 µg/1
11.5 µg/1
52.0 µg/1

Facility Name =
NPDES # =
Qw (MGD) =
7Q1Os (cfs) =
IWC (%) =
Monroe WWTP
NC0024333
7
0.43
96.19
FINAL RESULTS
Nickel
Max. Pred Cw
Allowable Cw
121.8
91.5
Parameter =
Nickel
Standard = 88 µg/1
n BDL =1 /2DL Actual Data RESULTS
1 2.50 <5 Std Dev.
2 2.50 <5 Mean
3 2.50 <5 C.V.
4 2.50 <5
5 2.50 <5
6 2.50 <5 Mult Factor =
7 58.00 58.00 Max. Value
8 2.50 <5 Max. Pred Cw
9 2.50 <5 Allowable Cw
10 2.50 <5
11 2.50 <5
12 2.50 <5
13 2.50 <5
14 2.50 <5
15 2.50 <5
16 2.50 <5
17 2.50 <5
18 2.50 <5
19 9.60 9.60
20 2.50 <5
21 2.50 <5
22 2.50 <5
23 2.50 <5
24 2.50 <5
25 2.50 <5
26 2.50 <5
27 2.50 <5
28 2.50 <5
29 2.50 <5
30 8.10 8.10
31 2.50 <5
32 2.50 <5
33 2.50 <5
34 2.50 <5
35 2.50 <5
36 2.50 <5
37 2.50 <5
38 2.50 <5
39 2.50 <5
40 2.50 <5
41 15.00 15.00
42 2.50 <5
43 2.50 <5
44 2.50 <5
45 2.50 <5
46 5.40 5.40
47 2.50 <5
48 2.50 <5

49 2.50 <5
50 2.50 <5
51 2.50 <5
52 2.50 <5
53 42.00 42.00
54 2.50 <5
55 2.50 <5
56 6.00 6.00
57 5.00 5.00
58 6.00 6.00
59 4.00 4.00
60 7.00 7.00
61 9.00 9.00
62 4.00 4.00
63 3.00 3.00
64 4.00 4.00
65 3.00 3.00
66 4.00 4.00
67 2.00 2.00
68 1.00 <2

8.18527235
5.900869565
1.387129856
2.1
58 µg/1
121.8 gg/1
91.5 jcg/1

Z
Facility Name =
NPDES # =
Qw (MGD) =
7Q10s (cfs) =
IWC (%) =
Monroe WWTP
NC0024333
7
0.43
96.19
FINAL RESULTS
Lead
Max. Pred Cw
Allowable Cw
52.5
26.0
Parameter =
Standard =
Lead
25.0
µg/1
n BDL=1/2DL Actual Data RESULTS
1 6.4 6 Std Dev.
2 2.5 <5 Mean
3 2.5 <5 C.V.
4 2.5 <5
5 2.5 <5
6 8.6 9 Mult Factor =
7 2.5 <5 Max. Value
8 2.5 <5 Max. Pred Cw
9 2.5 <5 Allowable Cw
10 2.5 <5
11 2.5 <5
12 2.5 <5
13 2.5 <5
14 2.5 <5
15 2.5 <5
16 2.5 <5
17 2.5 <5
18 2.5 <5
19 2.5 <5
20 2.5 <5
21 2.5 <5
22 2.5 <5
23 8.1 8
24 2.5 <5
25 2.5 <5
26 2.5 <5
27 2.5 <5
28 2.5 <5
29 21.0 21
30 9.7 10
31 2.5 <5
32 2.5 <5
33 2.5 <5
34 2.5 <5
35 2.5 <5
36 2.5 <5
37 2.5 <5
38 2.5 <5
39 2.5 <5
40 2.5 <5
41 2.5 <5
42 2.5 <5
43 2.5 <5
44 2.5 <5
45 2.5 <5
46 2.5 <5
47 25.0 25
48 2.5 <5

1
49 2.5 <5
50 10.0 10
51 13.0 13
52 2.5 <5
53 7.9 7.9
54 2.5 <5
55 2.5 <5
56 3.0 3
57 2.5 <5
58 2.5 <5
59 2.5 <5
60 1.0 <2
61 1.0 <2
62 1.0 <2
63 1.0 <2
64 1.0 <2
65 1.0 <2
66 1.0 <2
67 1.0 <2
68 7.0 7

2.906275471
2.666335404
1.089988704
2.1
25 µgl1
52.5 µg11
26.0 µg11

%
Facility Name =
NPDES # =
Qw (MGD) =
7Q14s (cfs) =
IWC (%) =
Monroe WWTP
NC0024333
7
0.43
96.19
FINAL RESULTS
Selenium
Max. Pred Cw
Allowable Cw
52.7
5.2
Parameter =
Selenium
Standard = 5.0 AO
n BDL=112DL Actual Data RESULTS
1 2.5 <5 Std Dev.
2 2.5 <5 Mean
3 2.5 <5 C.V.
4 2.5 <5
5 2.5 <5
6 2.5 <5 Mult Factor =
7 1.0 <2 Max. Value
8 1.0 <2 Max. Pred Cw
9 1.0 <2 Allowable Cw
10 2.5 <5
11 2.5 <5
12 2.5 <5
13 1.0 <2
14 2.0 2.00
15 1.0 <2
16 1.0 <2
17 1.0 <2
18 1.0 <2
19 15.0 15.00
20 17.0 17.00
21 2.5 <5
22 2.5 <5
23 2.5 <5
24 2.5 <5
25 5.0 5.00
26 5.0 5.00
27 5.0 5.00
28 5.0 5.00
29 5.0 5.00
30 5.0 5.00

v
•
3.682398331
3.483333333
1.057147846
3.1
17µg11
52.7 AO
5.2 µg11

Facility Name =
NPDES # =
Qw (MGD) =
7Q10s (cfs) =
IWC (%) =
Monroe WWTP
NC0024333
7
0.43
96.19
FINAL RESULTS
Zinc
Max. Pred Cw
Allowable Cw
364
52.0
Parameter =
Standard =
Zinc
50
µg/1
n BDL=1/2DL Actual Data RESULTS
1 66 66 Std Dev.
2 110 110 Mean
3 100 100 C.V.
4 99 99
5 100 100
6 12 12 Mult Factor =
7 140 140 Max. Value
8 100 100 Max. Pred Cw
9 88 88 Allowable Cw
10 100 100
11 110 110
12 80 80
13 70 70
14 68 68
15 96 96
16 150 150
17 160 160
18 130 130
19 95 95
20 120 120
21 180 180
22 93 93
23 110 110
24 260 260
25 140 140
26 100 100
27 70 70
28 51 51
29 70 70
30 68 68
31 100 100
32 87 87
33 85 85
34 75 75
35 100 100
36 90 90
37 90 90
38 100 100
39 20 20
40 47 47
41 60 60
42 30 30
43 40 40
44 54 54
45 37 37
46 47 47
47 72 72
48 55 55

• r
i
49 100 100
50 54 54
51 92 92
52 87 87
53 92 92
54 87 87
55 37 37
56 99 99
57 140 140
58 120 120
59 50 50
60 110 110
61 64 64
62 80 80
63 98 98
64 81 81
65 70 70
66 65 65
67 110 110
68 120 120

37.59336914
92.29166667
0.407332216
1.4
260 µg/1
364 µg/1
52.0 µg/1

Facility Name =
NPDES # =
Qw (MGD) =
7Q10s (cfs) =
IWC (%) =
Monroe WWTP
NC0024333
7
0.43
96.19
FINAL RESULTS
silver
Max. Pred Cw
Allowable Cw
3.78
0.1
Parameter =
silver
Standard = 0.06 µg/1
n BDL=1/2DL Actual Data RESULTS
1 2.1 2.10 Std Dev.
2 1.0 <2 Mean
3 1.0 <2 C.V.
4 1.0 <2
5 1.0 <2
6 1.0 <2 Malt Factor =
7 1.0 <2 Max. Value
8 1.0 <2 Max. Pred Cw
9 1.0 <2 Allowable Cw
10 1.0 <2

0.347850543
1.11
0.313378867
1.8
2.1 µg/1
3.78 µg/1
0.06 µg/1

MRO Staff Report — (NPDES Permit NC0024333 Renewal)
SOC PRIORITY PROJECT: No
To: Permits and Engineering Unit
Water Quality Section
Attention: Charles H. Weaver, Jr.
Date: June 28, 1999
Page 1 of 4
NPDES STAFF REPORT AND RECOMMENDAT:
County: Union
NPDES Permit No.: NC0024333
MRO No.: 99-103
PART I - GENERAL INFORMATION
0d
JUN 3 0 1999
DENR - WATER QUALITY
POINT SOURCE BRANCH
1. Facility and Address: City of Monroe WWTP
Mailing Address Physical Address
PO Box 69 775 Treeway Dr.
Monroe, NC 28111 Monroe, Union County
2. Date of On -site Investigation: June 18, 1999
3. Report Prepared By: Charley Schwartz, Environmental Engineer
4. Person Contacted and Telephone Number:
Main Contact & ORC: Kim Hinson (Cert# 6866;Phone#[phone])
Backup ORC: Kyle Ketchum (Phone# [phone])
5. Directions to Site: From the jct. of US Hwy 74 (Roosevelt Blvd.) and Walkup Ave. in
the City of Monroe, travel northeast on Walkup Ave. approximately 2.4 miles to Treeway
Dr. Turn left onto Treeway Dr., and the WWTP is located at the end of the road.
6. Discharge Point(s), List for all discharge Points: -
Latitude: 34° 59' 48"
Longitude: 80° 29' 28"
Attach a USGS Map Extract and indicate treatment plant site and discharge point on map.
USGS Quad No.: H 17 NW USGS Quad Name: Wingate, NC
7. Site size and expansion area consistent with application: Yes. Ample room remains for
expansion.
8. Topography (relationship to flood plain included): Moderate sloping with 2-5% grades.
The WWTP does not appear to be located within the 100 year flood plain.

MRO Staff Report — (NPDES Permit NC0024333 Renewal)
Page 2 of 4
9. Location of Nearest Dwelling: There is a single family residence within 500 feet of the
property.
10. Receiving Stream or Affected Surface Waters: Richardson Creek
a. Classification: C
b. River Basin and Subbasin No.: Yadkin 03-07-14
c. Describe receiving stream features and pertinent downstream uses: The receiving
stream is a moderate sized creek (20-30 feet wide, 12-36 inches deep) with typical
riffle pool structure and a rocky substrate. The effluent from the WWTP appears
to constitute a significant portion of the total flow within the creek during normal
flow conditions (non -storm event). Within 100 feet downstream of the outfall,
numerous fish of varying sizes (0.5-4 inches) were observed in the clear water.
The receiving stream does not appear to be adversely impacted by the outfall.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of Wastewater (Actual Flow from DMRs): 6.65 MGD
b. What is the current permitted capacity: 9.0 MGD (Existing permit also contains
post plant expansion limits for 11.0 MGD)
c. Current design capacity: 9 MGD
d. Date(s) and construction activities allowed by previous ATCs issued in the
previous two years: An ATC application approved by the Division on February 7,
1997, authorized the construction of a three million gallon sludge storage tank.
An ATC application approved by the Division on December 15, 1997, authorized
the conversion of four existing sand drying beds into sludge storage pads. The
construction outlined in both ATCs has been completed.
e. Description of existing or substantially constructed WWT facilities: The existing
WWT facilities consist of two influent pump stations, two mechanical rotary
screens, one flow equalization basin, five activated sludge fine bubble diffused air
aeration basins, four secondary clarifiers, six activated charcoal tertiary filters,
chlorine disinfection, sulfur dioxide dechlorination, cascade post aeration, five
aerobic sludge digesters, 11 sand drying beds (inactive), four gravity sludge drying
beds, and two sludge thickening centrifuges.
f. Description of proposed WWT facilities: Kim Hinson, plant ORC, indicated that
the City plans to expand the plant such that it will have a design capacity of 12.5
MGD. This Office reviewed the 201 for the proposed activities in November of
1998. The proposed modifications include: constructing additional flow
equalization; replacing several existing pumps; replacing the rotary screens with
mechanical bar screens; adding one aeration basin; adding two clarifiers; replacing
the chlorination and dechlorination systems with UV disinfection; and
constructing gravity belt thickeners

MRO Staff Report — (NPDES Permit NC0024333 Renewal)
g•
Page 3 of 4
Possible toxic impacts to surface waters: The WWTP receives wastewater from
several industrial facilities. Chlorine is added to the waste stream.
h. Pretreatment Program (POTWs only): The facility has an approved pretreatment
program.
2. Residual handling and utilization/disposal scheme:
a. If residuals are being land applied specify DWQ Permit No. WQ0001346
Residuals Contractor: AMSCO
Contact and Telephone No.: Ron Lilley at [phone]
b. Residuals stabilization: PSRP
c. Landfill: N/A
d. Other: N/A
3. Treatment Plant Classification: Class IV (New rating sheet is attached; however, no
change from previous rating).
4. SIC Code(s): 4952 Wastewater Code(s): 01
5. MTU Code(s): 02113
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds or are any public monies
involved (municipals only)? This facility was constructed with public monies.
2. Special monitoring or limitations (including toxicity) requests: None at this time.
3. Important SOC/JOC or Compliance Schedule dates: N/A
4. Alternative Analysis Evaluation
a. Spray Irrigation: Insufficient area
b. Connect to regional sewer system: N/A
c. Subsurface: Insufficient area
d. Other disposal options: N/A
PART IV - EVALUATION AND RECOMMENDATIONS
The Permittee, City of Monroe, has applied for permit renewal. The facility is preparing
for new construction activities that should bring the treatment capacity of the plant to 12.5 MGD.

MRO Staff Report — (NPDES Permit NC0024333 Renewal)
Page 4 of 4
The expansion is necessitated by the influent flow approaching the present design capacity of the
plant (83.2% of 9.0 MGD design capacity for calendar year 1998). It is imperative that the plant
be appropriately sized and operated effectively as the effluent from the plant composes a
significant percentage of the total flow in the receiving stream. Insufficiently treated effluent
from the plant could significantly impair the receiving stream.
This Office recommends reissuance of the NPDES permit. It is recommended that permit
limits be evaluated at flows of 9.0 MGD (existing capacity), 11.0 MGD (upgrade flow limit
listed in existing permit), and 12.5 MGD (new design capacity of proposed plant). If the
discharge limits are different at each flow, it is recommended that limits be provided in the
permit for each flow. If the discharge limits are the same at 11.0 and 12.5 MGD, it is
recommended that limits be provided in the permit for flows of 9.0 MGD and 12.5 MGD.
Signatur.' o Report Preparer Dq)01`1 1
ate
Water Quality Regi
h:\npdes\Monroe.doc
Da
Da

CITY OF MONROE
P.O. BOX 89 • MONROE, NORTH CAROL[NA 28111.0089
FAX [phone]
May 19, 1999
Charles H. Weaver, Jr.
NPDES Unit
NCDENR
P. O. Box 29535
Raleigh, NC 27626-0535
Dear Mr. Weaver:
The City of Monroe Wastewater Treatment Plant, currently discharging wastewater from
a location at 775 Treeway Drive, Monroe North Carolina, to receiving waters designated
as Richardson Creek in the Yadkin -Pee Dee River Basin in accordance with NPDES
Permit no. NC0024333, which will expire on November 30, 1999 and in accordance with
Part II (B)(10) of the permit hereby, submits an application for permit renewal.
Changes made at the facility since issuance of the last permit include a fifth aeration
basin with diffused air, two additional tertiary filters, sulfur dioxide for dechlorination, a
three million gallon aerobic digester/holding tank for sludge prior to land application and
a 1600 kW generator for backup power supply. These additions are listed in the
designated sections of the application.
If I can be of any assistance, please feel free to call me at 704-282-4601.
Sincerely,
Russ Colbath, P.E.
Director of Water Resource
c w/adm/dh cweavdes

:RATION BASIN
NO
LNTROL
ILDING
i
---D
VACUUM
DRYING
BEDS
SLUDGE
DRYING
BEDS
r1
„EN TRIFUC
BUILDING
O
POLYUER
BUILDING
FLOW EQUALIZATION
PUMP STATION
r_.17.11"---- O.
FLOW METER
VAULTS
SCREENING BUILDING
COUNTY FLOW
METER VAULT
BLOWER BUILDING
0 0
AEROBIC
DIGESTER
NOT
............)
FLOW EQUALIZATION BASIN
L
O
BLOWER
PAD
TRUCK LOADING
STATION
MONROE WASTEWATER TREATMENT PLANT
CITY OF MONROE
1116 'feewwwl Dr Meow°t µC 2100
EXISTING PLANT LAYOUT

Q(pIORINARON
/AW 11f
CHLORINE
BUILDING
EFFLUENT
FLOW
MEASUREMENT
SECONDARY
CLARIFIER
NO 4
0
GENERATOR 1•
1
1
INFLUENT
PUMPING f
STATION 1
0
INFLUENT
PUMPING
STA110N
NO 1
RAS PUMP
STATION N0 2
SECONDARY
CLARIFIER
NO 3
AERATION BASIN
NO 5
AERATION BASIN
N0 1
CLARIFIER
SPLITTER
BOX NO 1
— RAS METER
VAULTS
•
SLUDGE
PUMPING
STATION
AERATION BASI
NO 2
CLARIFIER SPLITTER
BOX NO 2
SECONDARY
CLARIFIER
NO I
RAS PUMP
STATION NO 1
AEROBIC
DIGESTER
NO 3
AERATION BASIN
ND 3
1
AERATION BASIN
SPLITTER BOX
1'=80'

INFLUENT
PUMPING
STATIONS (2)
SUPERNATANT
r
.CNN / . FLOW
i1EiER (1)
CITY FLOW
METERS
(3)
FLOW
EQUALIZATION
BASIN
(1)
FILTER BACKWASH RETURN
CENTRATE
AEROBIC
DIGESTER/
THICKENERS
NO. 3&4
ROTARY
SCREENS
(2)
AERATION BASIN
SPLITTER BOX
WAS
RAS
RAS PUMPING
STATIONS
(2)
CENTRIFUGES
(2)
AEROBIC
DIGESTER/
STORAGE
TANK NO 2
- T
AEROBIC
DIGESTER/
STORAGE
TANK NO 1
z
SAND
DRYING
BEDS
(BACKUP)
AEROBIC
DIGESTER/
STORAGE
LIT1
TANK NO 5
I I
I TRUCK I
LOADING
PUMP
LIME
LAND
APPLICATION
LAND
APPLICATION EFFLUENT TO
RICHARDSON CREEK
Scr�0.� *;OOI
TERTIARY
FILTERS
(6)
LEGEND
PUMPS
WASTEWATER FLOW
SOLIDS FLOW
FILTER
BACKWASH
CHLORINE
CONTACT
TANKS (2)
CL2
FLOW
MEASUREMENT
CASCADE
AERATION
SO2
NPW
MONROE WASTEWATER TREATMENT PLANT
MONROE, NORTH CAROLINA
EXISTING PLANT
PROCESS FLOW SCHEMATIC

FOR AGEPCY USE
I I
STANDARD FORM A - MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each
facility description. tndicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw
material, the flow (in thousand gallons per day), and the characteristics of the wastewater discharged from the industrial facility .
Into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions)
1. Major Contributing Facility
(see instructions)
Name
Number & Street
City
County
State
Zip Code
2 Primary Standard Industrial
Classification Code(see Instructions)
3. Primary Product or Raw Material
(see instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this discharge is
intermittent or continuous.
5. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
6 Characteristics of Wastewater
(see instructions)
401a
401b
401c
401d
401e
4011
402
404a
404b
405
Acrtz Ns cp\eic Tnc.
GM "DniA3 ion
?o 'Box 312.
Monroe
Vey i on
Ple r 4ts Cm' ol i n
18 ill
1411
Mac
In
1'1.03
Intermittent(int)
403c
Quantity
131
thousand gallons per day
Continuous (con)
[1Yes • No
Units(See
Table III)
Parameter
Name
Parameter
Number
Value

Acm02198
ACME NAMEPLATE
I
Pipe No. 02
limits
47
31
41.7
0.003
1
0.01
0.02
0.002
(MY Monitor
1, 0.032
trc1
65.8
58•3
0.0121
0.0241
1 0.0024
Date
Flow
14?1-130D
mg/I
BOO lbs
<?
NH3mgll
NH3 lbs
<?
7SS•mg/I
YSS lbs
4?
Cd mg/1
Cd lbs
<?!Cr mg/I
Cr tbs
<?
Cu mg/I
Cu lbs !<?
Cn mg/I
Cn lbs
<?
3/17/98
0.0164
78
10.668531
5.9
0.806978
127
17.37055
<
0.001
N/A
1 0.0031
0.00041
0.015
0.0020521
0.015
0.002052
3/18/98
0.0318
1535
407.1004
6
1.591272
286
75.8506
<
0.001
N/A
c
0.002
0.00053
0.019
0.005039
0.006
0.001591
3/19/98
0.0157
_
150
19.8407
62
0.811816
488
63.8977
<
0.001
N/A
<
0.002
0.000282
0.015
0.001964
0.002
0.000262
3/20/98
0.0142
90.8
10.75326
4.8
0.5684541
232
27.4753
0.002
N/A
I 0.00210.000237
0.019
0.00225
0.004
0.000474
SELF
1/13/98
0.0747
250
155.7495
0
62
38.62588
<
0.001
N/A
<
0.002
0.001248
0.026
0.016198
0.038
0.022428
1/14/98
0.023
66
12.66012
01
97
18.60654
<
0.001
N/A
<
0.002
0.000384
0.026
0.004987
<
0.002
0.000384
1/15/98
0.0351
'
81
23.71145
0
44
12.8)303
<
0.001
N/A
<
1 0.002
0.000585
0.017
0.004976
0.004
0.001171
1/16/98
0.0266
70
15.52908
0
13
2.883972
<
0.001
N/A
<
0.002
0.000444
0.016
0.00355
0.01
0.002218
<
2/24/98
0.0187
74
11.54,089
01
45
7.01811
<
0.001
N/A
0.002
0.000312
0.021
0.003275
0
2/25/98
0.009874
120
9.881899
01
93
7.858472
<
0.001
N/A
c
0.002
0.000165
0.023
0.001894
0
2/26/98
0.01855
77
11.91244
01
44
8.807108
<
0.001
N/A
0.01
0.001547
0.014
0.002166
0
c
2/27/98
0.014511
79
9.560717
01
60
7.281304
<
0.001
N/A
0.003
0.000363
0.021
0.002541
0
3/3/88
0.019239
100
18.04533
#VALUE!
! 79
12.87581<
0.001
I N/A
<
0.00210.000321
0.021
0.00337
#VALUE!
<
3/4/98
0.019822
120
19.837881
1 #VALUE!
94
15.53968
<
0.001
N/A
I 0.00510.000827
0.024
0.0039881
#VALUE!
3/5/98
0.0083781
180!
12.577051
1 #VALUE!
53
3.703244
<
0.001
N/A
<
0.0021
0.000141
1 0.009
0.0006291
#VALUE1
c
3/6/98
0.0192981
1301
20.922891
1 #VALUE!
43
6.920649
0.001
N/A
c 0.00210.0003221
1 0.014
0.0022531
#VALUE!
<
3/10/98
0.009544
"
01
0.016
0.001274
3/11/98
0.013239
01
0.007
0.000773
3/12/98
0.008229
01
0.003
0.000208
3/13/88
0.0092
0
0.002
0.000153
3/17/98
0.004712
0
0.006
0.000238
3H 8/98
0.017578
0
0.002
0.000293
3/19/98
0.013988
0
0.013
0.001517
3/20/98
0.001594
01
0.003
3.99E-05
3/24/98
0.00929
01
0.005
0.000387
325/98
0.012192
-
01
0.018
0.00183
3/28/98
0.010322
01
i
0.014
0.001205
3/27/98
0.01481
0
0.006
0.000741
3/31/98
0.006732
0
0.014
0.000786
4/1/98
0.001594
0
0.023
0.000306
4/2/98
0.008303
0
0.008
0.000554
4/3/98
0.001541
0
0.02
0.000257
4/7/98
0.013812
0
_
0.017
0.00193
4/8/98
0.015833
0
0.012
0.001585
4/9/98
0.0197
'
0
0.006
0.000988
4/10/98
0.00748
0
<
0.002
0.000125
6/9/98
0.018
3.6
0.5404321
6/10/98
0.0135
4
0.45038
8/11/88
0.0145
'
4.7
0.568371
6/12/98
0.0158
0.1
0.013177
6/16/98
0.0128
7.1
0.757939
6/17/98
0.0106
'
6
0.530424
6/18/98
0.0142
0.1
0.011843
-
6/19/98
0.0145
2
0.24188
AVERAGE
0.018488
##
200.05
48.00578
##
5.725
#VALUE!
##
118.25
20.32345
##
0.001063
#D!V/01
##
0.002813
0.000506
IN
0.01875
0.003819
##
0.008188
#VALUE!
##
MINIMUM
0.001594'
0
68
9.560717
0
4.8
#VALUEI
0
13
2.883972
0
0.001
0
0
0.002
0.00014
0
0.009
0.000829
0
0.002
#VALUE1
0
MAXIMUM
0.0747
0
1535
407.1004
0
82
#VALUE!
0
488
75.85063
0
0.002
0
0
0.01
0.001547
0
0.028
0.018198
0
0.038
#VALUEI
0

Acm02198
0.005
I 0.0002
0.1
0.07
0.07
6.0-11.0
0.006
1 0.084
Pb mg11
I Pb Ibs <?
Hg mgli
, Hg Ibs
<?
Ni mgll
Ni Ibs
<? Ag mg/I Ag Ibs <fi,Zn
mg/l Zn Ibs
IpH
ICODmgI
f COOlbs.
I08 1mg1
(COND
(temp c
IALK.mgl
0.0031
0.00041033
<
0.0002
N/A
I <
0.002
0.000274
0.01710.0023251
0.09510.0129941
8.61
200
0.007
0.00185648
<
0.0002
N/A
c
0.002
0.00053
0.0251
0.006631
0.16
0.042434
8.641
#VALUE!
260
0.003
0.00039281
<
0.0002
N/A
<
0.002
10.000262
0.023
0.003012
0.1
0.013094
7.77
1
#VALUE!
230
0.009
0.00106585
<
0.0002
N/A
0.005
0.000592
0.07
0.00829
0.13
0.015396
7.771
#VALUE!
220
0.029
0.0180889
<
0.0002
N/A
0.006
0.003738
0.017
0.010591
fQ 2
0.199
7.41
0.038
0.0072892
0.0002
N/A
0.006
0.001151
0.017
0.003261
O.
0.036446
7.38
0.009
0.00263481
<
0.0002I
N/A
0.007
0.002049
0.018
0.005269
0.13
0.038055
8.01
0.005
0.00110922
<
0.0002
N/A
c
0.005
0.001109
0.004
0.000887
0.11
0.024403
7.491
0.008
0.00124788
<
0.0002
N/A
c
0.005
0.00078
0.023
0.003587
0.12
0.018715
8.13
0.008
0.00065879
<
0.0002
NIA
<
0.005
0.000412
0.008
0.000659
0.13
0.010705
8.03
0.005
0.00077354
<
0.0002
NIA
0.05
0.007735
0.05
0.007735
_
0.13
0.020112
7.87
0.007
0.00084715
<
O.0002
N/A
0.005
0.000605
0.012
0.001452
0.13
0.015733
8.271
0.005
0.00080227
c
0.0002
N/A
<
0.005
0.000802
i 0.013
0.0020881
0.16
0.0256731
8.011
0.00510.00082658
< ! 0.0002
I NIA
<
I 0.005
0.0008271
0.0210.0033061
0.1810.0297571
6.951
0.0051
0.00034936
< , 0.0002I
NIA
<
i 0.005
0.000349
0.01410.0009781
0.1110.0076861
8.661
0.005
i 0.00080473
< 0.00021
N/A
0.00510.000805
, 0.02210.003541
0.099!
0.0159341
8.25
i
0.009438
0.00244597
##
0.0002
#DIV/01
##
0.0075
0.001376
##
0.022063
0.003976
##
0.143375
0.032906
0.003
0.00034936
0
0.0002
0
0
0.002
0.000262
0
0.004
0.000659
0
0.095
0.007686
0
0.038
0.01806694
0
0.0002
0
0
0.05
0.007735
0
0.07
0.010591
0
0.32
0.199359
0
Page 2

Acm01196
ACME NAMEPLATE
Pipe No. 01
llmtts
0.003
1.5
1.5
City Monitor
mo. avg.
Date
Flow
<?
BOO mg/I�
SOD Ws
<?,
NH3 mgll
NH3 Ibs •
<?
TSS mglt
TSS Ibs
<?
Cd mgll
Cd tbs
<?
Cr mgll
Cr lbs
<?
Cu mgtl
Cu lbs
<?
3/20198
N/A
N/A
N/A
N/A
N/A
N/A
0.001
N/A
0.026
N/A
0.015
N/A
<
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
WA
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1
Self Monitor
3124/96
N/A
N/A
N/A
N/A
N/A
N/A
<
0.001
N/A
0.017
N/A
0.016
N/A
4/15/96
N/A
N/A
N/A
N/A
N/A
N/A
<
0.001
N/A
0.006
WA
<
0.01
N/A
<
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
NIA
N/A
N/A
1N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
IN/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
I N/A
N/A
I N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
I N/A
I N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A IN/A
N/A
IN/A
N/A
N/A
N/A
N/A
N/A
N/A
1 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
I
i
1 1
?
i
I
I
AVERAGE 1 #DIVA!
##
#DIVA! I #DIV/0!
M' #DIVA! 1 #DIVA!
##
#DIV/0! 1 #DIV/0!
##
0.001I #DIV/0!
##
0.016333! #DIVA!
M
0.013667! #DIVA!
##
MINIMUM
0
0
01 0
0 01 0
0
OI 0
0
0.001
0
0
0.006
0
0
0.011 0
0
MAXIMUM
0
0
01 0
0 01 0
0
01 0
0
0.001
.0
0
0.026
0
0
0.0161 0
0
Page 1

Acm01198
0.5
0.2
2.8
0.2
1.5
6.0-11.0
2.38
r<?'
'
1.48
pH ICODmg/
8.48
ICODIbs.
Cn mgll
Cn Ibs
<?
Pb mg I
Pb Ibs :<?
Hg mg/I
Ng Ibs
<?�NI
mgll
NI Ibs
Ag mgll
Ag Ibs
<?,Zn
mgll
Zn lbs
0.002
N/A
<
0.002
N/A
N/A
N/A
0.4
N/A
0.07
N/A
0.024
N/A
N/A
N/A
N/A
N/A
N/A
N/A
NIA
N/A
N/A
N/A
N/A
N/A
N/A
N/A
_
N/A
_
N/A
N/A
N/A
N/A
N/A
NIA
0.007
N/A
<
0.005
N/A
N/A
N/A
0.56
N/A
0.12
NIA
0.029
N/A
9
0.002
N/A
<
0.005
N/A
N/A
N/A
.1903
N/A
<
0.002
N/A
0.011
N/A
8.46
N
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
_
N/A
.
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N
N/A
N/A
N/A
I N/A
N/A
N/A
N/A
N/A
N/A
IN/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
}N/A
N/A
_
N/A
_
N/A _
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
IN/A
N/A
N
N/A
N/A
I N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
I
i
1
0.0003667
#DIV/0!
I ##
1 0.004
#DIVA!
##
I #DIVA!
#DIVA! I ##
0.48
! #DIVA! I ##
0.064
#DIVA! MI 0.021323
#DIVA!
(
#DIVA! I #DIVA!
0.002
0
0
0.002
0
0
0
0
0
0.4
0
0
0.002 01 0
0.011
0
8.46
0
0
0.007
0_ 0
0.005
0
0
0
0
0
0.56
0
0
0.12_ o) 0
0.029
0
9
0
0
Page 2

Aem02298
ACME NAMEPLATE
'
Pipe No. 02 lamas
47
3
41.7
0.003
0.01
0.02
0.002
City Monitort 0.032
trc
65.8
58.38
0.0121
0.0241
I
i 0.0024
,Data ;Plow
<?TBoD
mgll
JSOD Ibs
<?INH3mg/1
:NH3Ibs
<?
US mgll
tTSS Ibs
14?
Cd mg8 'Cd Ibs
I<?
Cr mgl
Cr Ibs
<?
1Cu mg/1
Cu Ms
<?
Co mg/l
Co lb*
14?
9/15/581 0.01841
300
46.0368
0Z61 0.042966
89
10.58846
0.001
N/A
<
0.01
0.001535
0.037
0.0056781
i 0.01
0.00153458
9/16/981 0.0157
84
10.9987921
10
1.30938
73
9.558474
<
0.0011N/A
4 "
0.01
0.001309
0.031
0.0040591
0.009
0.00117844
<
9/17/981 0.015
140
17.514
1.31
0.16263
120
15.012
<
0.001
N/A
0.013
0.001626
0.052
0.0065051
0.083
0.0103833
9/18/981 0.0129
480
51.64128
17
1.828962
110
11.83446
<
0.001
N/A
4
_
0.01
0.001076
0.043
0.004626
0.025
0.00268965
SELF
7/21198
0.0164
90
12.30934
<
0.1
0.013678
20
2.73552
<
0.001
N/A
<
0.01
0.001368
0.012
0.001641
<
0.002
0.00027355
<
7/22/98
0.017
94
13.32732
<
0.1
0.014178
63
8.93214
4
0.001
N/A
0.013
0.001843
0.045
0.00038
4
0.002
0.00028356
7/23198
0.02
120
20.016
2.3
0.38364
41
6.8388
4
0.001
N/A
<
0.01
0.001668
0.015
0.002502
<
0.002
0.0003336
<
7/24/98
0.016
130
17.3472
2.9
0.386976
75
10.008
<
0.001
N/A
4
0.01
0.001334
0.022
0.002936
0.008
0.00080064
<
7/28198
0.017
43
6.09654
<
0.11
0.014178
20
2.8356
<
0.001
N/A
<
0.01
0.001418
0.017
0.00241
<
0.002
0.00028356
<
7/29/981 0.0186
311
4.8088441
0.83
0.128753
34
5.274216
<
0.0011N/A
<
0.01'
0.001551
1 0.017
0.002637
<
0.002
0.00031025
<
7/30/981 0.0105
1401
12.2598
9.2
0.805644
71
8.21747
<
0.0011N/A
<
0.01
0.000876
0.023
0.002014
<
0.002
0.00017514
4
7/31/981 0.00921
901
6.905521
0.511
0.039131
791
6.061512
<
0.0011N/A
1 <
0.01
0.000767
0.048
0.0035291
,
0.004
0.00030691
<
AVERAGE
1 0.0155583
39
145.1667
18.271828
#0
3.718333
0.42751
99
64.58333
7.991388
#8
0.001
#DIV/01
99
0.0105
0.001364
99
0.03
0.003743
44
0.012417
0.0015461
9#
MINIMUM
0.00921
0
31
4.808844
0
0.1
0.013678
0
20
2.73552
0
0.001
0
0
0.01
0.000767
0
0.012
0.001641
0
0.002
0.00017514
0
MAXIMUM
0.021
0
480
51.84128
0
17
1.828962
0
120
15.012
0
0.001
0
0
0.013
0.001843
0
0.052
0.006505
0
0.083
0.0103833
0
1
44°Idrg4

Acm02298
0.005
0.0002
0.1
0.07
0.07
6.0-11.0
0.006
0.084
Pb mg/1 1Pb
lbs
e?
Hg mgll
Mg !be
<?
NI mgll NI lb*
14?
Ag mgll
IAg Ibs
i<?
Zn mgll
1Zn Ibs
!pH
COOmg1
COOibs.
1O8Gmg/ JCOND
temp c
ALK.mgl
0.00561
0.000859
<
0.00021N/A
<
0.0051 0.0007671
0.0121
0.0018411
0.18
0.027622
• 6.86111131s11it1
a l.ia •
t,±0i,;
0.005
0.000655
<
0.0002
N/A
0.0051 0.000655
0.034
0.0044521
0.19
0.024878
9.01
}+iii) ;i11,1t
; *VALUE!
i!
i1i1'li1f i,;:
II;a;
i13�11fi
0.0064
0.000801
<
0.0002
N/A
<
0.0051 0.000626
'
0.034
0.0042531
o25
0.031275
8.3
1111f.4l1; ' ,
#VALL1t:!
1191144111
till
;110 ;
0.012
0.001291
<
0.0002
N/A
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0.005
0.000538
0.008
0.000861
025
0.026897
7.98
i,11i.i "WII;
#VALUE!
1t
.ti1111 14 i
li i
li ,4i ::
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t
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!11l11011
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0.005
0.000684
0.0002
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0.05
0.006839
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0.05
0.0068391
0.11
0.015045
8.35
afit !ifl ill
,
1
111a1�1iitii11
0.0083
0.001177
<
0.0002
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0.05
0.007089
0.18
0.025521
0.221
0.031192
7.67
?.i l:llli(
1i
s
i ;tt
s i,
0.005
0.000834
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lliiit1.1;1.1111;
1111141111l!'=.
,110!
;;£111111
11:11
0.005
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0.026688
7.53
N111;ii111 111t
11
!11311iili1:'
0.005
0.000709
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0.007089
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0.018431
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11111111l1i1' i
i
if
1111 !itiii'
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0.005
0.000776
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0.007756
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0.05
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0.14
0.021717
8.17
11111101 i
t;•
rt.1i1;1.41
{6 -
0.005
0.000433
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0.004379
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1 0.051
0.0043791
0.181
0.015763
7.38
10;iii11
1
:1;';111i1'0W
0.005
0.000384
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0.051 0.003836
0.0651
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025
0.019182
7.87''i;4!1i1
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0.006025
0.000773
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0.0002
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89
0.035
0.004549
01
0.05275
0.0069161=
0.1875
0.023643
0.005
0.000384
0
0.0002
0
0
0.005
0.000538
0.
0.008
0.000861
0
0.11
0.015045
0
0.012
0.001291
0
0.0002
0
0
0.051
0.00834
0
0.18
0.02552
0
025
0.031275
0

1
Aan0129B
ACME NAMEPLATE
Pipe No. 01
lbstts
0.0 3i
1.5i
I 1.5
C1tyUonftor$
mo. avg.
t
1
f
Date
Row
; <?
ROD mglt
SOD 1bs <?
! NH3 mg/1
I NH3 Ibs
<?
TSS mgf
1 TSS ibs
<?
Cd mg/1
Cd Ibs
<?
Cr mg1l
I Cr Ibs
c?
Cu tor
Cu Ibs
t <?
8IB
NIA
N/A
N/A
N/A
' N/A
NIA
<
0.001
N/A
<
0.01
WA
0.13
N/A
12/119B
NIA
N/A
NIA
N/A
WA
N/A
N/A
N/A
WA
N/A
N/A
N/A
N/A
N/A
-WA
N/A
.N/A
N/A
N/A
N/A
N/A
WA
N/A
N/A _
1
WA
N/A
N/A
N/A
N/A
N/A
SelfMonitorr
8110199
N/A
WA
N/A
N/A
N/A
N/A
0.002
N/A
0.09
N/A
0.024
N/A
9/14J913
N/A
N/A
N/A
N/A
N/A
WA
<
0.001
N/A
<
0.01
N/A
<
0.01
N/A
WA
N/A
N/A
N/A
NIA
N/A
N/A
-
WA
WA
N/A
WA
NIA
WA
NIA
N/A
N/A
N/A
N/A
I
►
!
I
AVERAGE
#DIVAI
##
#DIVAt
#0IV101
#N
#DIV101
#DIV$01 I
##
#0tVAt
#DIVAI
##
0.001333
#DIVR/1
#lt
0.036657
#DIVR!
#f#
0.054667
#DIV/01
##
MINIMUM
0
0
0
0
0
0
0
01 0
0
0
0.001
0
0
0.01+
0
0
0.01
0
0
MAXIMUM
0
01 0
0
0
0
0
01 0_ 0
0
0.002
0
0
0.09
0
0
0.13
0
01

Act/101298
0.5
0.2
y
28
0.21
1.51
6.0-11.0
2.38
r
1.481
Cn mplt
ICn Ws
i<?
Pb mgll
Pb ibs
;<?
Ng mil
1Hg tbs
1<?
NI mgf!
Ni lbs <?
Ag mgtt
IAg Ibs
.<?
an mgfl
Zn Ms
1pH
1CODmg!
CODIbs. 1
0.009
N/A
<
0.005
NIA
N/A
N/A
2,6
N/A
<
0.0021
N/A
0.034
N/A
4.09
N/A
_
N/A
N/A
N/A
1
N/A
N/A
N/A
7.8
NIA
NIA
N/A
NIA
N/A
N/A
NIA
N/A
N/A
N/A
N/A
N/A
N/A
N/A
r
Q005
NIA
<
0.005
N/A
N/A
N/A
0.08
N/A
<
0.061
NIA
0.014
N/A
7.9
0.005
N/A
<
1.005
NIA _
N/A
N/A
<
0.05
N/A
<
0.061
N/A
<
0.01
N/A
7.33
N/A
N/A
NIA
N/A
N/A
N/A
NIA
N/A
NIA
N/A
N/A
N/A
N/A
N/A
`
,
i
r
f
r
0.006333
#DIVA! #1
0.005
#OIV/01
#9
#DIViC1
#DIVA!
00
0.91
#011/401
##
0.064
#DIVA!
119
0.019333
#DIVA!
#DIVA!
#DIVA!
0.005
OF 0
0.005
, 0
0
0
0
0
0.05
0
0
Q002
0
0
0.01
0
4.09
0
0
0.009
01 0
0.005 0
0_ 0
0_ 0_ 2.6_ 0
0_ 0.05
0 0
Q034
01 7.9
0
0

FOR AGENCY USE
STANDARD FORM A - MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each
facility description. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw
material, the flow (in thousand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility
into the municipal system. Consult Table 11I for standard measures of products or raw materials. (see instructions)
1. Major Contributing Facility
(see instructions)
Name
Number & Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code(see Instructions)
3. Primary Product or Raw Material
(see instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this dscharge is
intermittent or continuous.
5. Pretreatrnent Provided Indcate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
401a
401b
401c
401d
401e
401f
402
403a
403b
404a
404b
405
1\oo1.nsbyc9 s'%115 Inc..
3000 Str .ck
monroc
Vnioe�
No %, Coroino,
2.8111
11 6ct
Rn►sn -Vobric
403c
403d
Quantity
511.3
15 5. 5 thousand gallons per day
❑ Intennittent(int) ET Continuous (con)
(j Yes - ❑ No
Parameter
Name
Parameter
Number
Value
1
•403e
403f
Unrts(See
Table 1111
A-1

Blms198
BLOOMSBURG
Ripe No. 01 limits
1
1349
50
1025
0.003
0.05
1
0.81
0.035
City Monitor! 0.9
trc
1888.61
14351 I
l
1 1 1
0.732
Date Flow 1<71BOD
mg111800 Ibs <? INH3 mg/I INH3 lbs
<?
TSS mg/I
ITSS Ibs <? Cd mg/I
Cd lbs 7<?
CrImg/I
!Cr lbs <? iCu mg/l
CuIIbs
<t
ICn mgll
Co Ibs
<7IPb
mg/I
1 /22/98 0.5687
2481 1172.1171
4.651 21.977193
461
217.4088
<
0.001
WA
0.002
0.0094531 , 0.054
0.255219
<
0.00210.009453
<
0.002
3/12/981 0.7584
147
929.7832
5.71 36.052819
78
493.3544
<
0.001
NIA
0.002
0.012651 0.034
0.215052
<
0.002
0.01265
<
0.002
4/28/981 0.5439
187
757.533
6.72
30.482767
82
371.9623
WA
0
0
0
4/29/981 0.7145
136
810.4145
9.1
54.22826
116
691.2359
WA
0
0
0
#VALUE!
#VALUE!
#VALUE!
#VALUE!
0
0
L
•
0'
0
SelMonitor
0
t
121/981 0.4718
2001786.96241
0.3
1.18044361
451
177.0665
<
; 0.001
N/A
<
0.01
0.039348
1 0.077
0.302981
<
0.002
0.00787
0.009
2/6/981 0.583
280
1264.177
0.1
0.486222
10
48.6222
<
0.001
N/A
<
0.01
0.048622
0.18
0.77796
<
0.002
0.009724
<
0.005
3/6/981 0.682
120
682.5456
1 0.1
0.5687881
0.2
1.1375781
i 0.002
N/A • <
0.01
0.058879
0.03710.210452
<
0.002
0.011378
<
0.005
4/3/981 0.8599
1 150
1075.735
<
0.110.71715661
441
315.5489
< ; 0.001
I N/A ;< 0.0110.071716
• 0.05210.3729211
1 0.00210.014343
<
0.005
5/8/981 0.8826
1 1601
1151.0531
1 0.110.71940841
! 721
517.974
< 0.0011
N/A ! < 0.01
0.071941
0.062
0.448033
<
0.002
0.014388
<
0.005
6/12/981 0.88981
1401
1038.931
0.221
1.6326051 481
356.2047
<
1 0.0011
<
0.011
0.0742091
0.0561
0.415572
<
0.002
0.014842
0.005
01
0
0
0
0
0
0
0
0
N/A
0
0
0
0
0
0
0
0
_
0
"##
0
AVERAGE
1 0.693261##
172.8
#VALUE!
2.709
12.3389721
##
54.121
265.8763
##
0.001125
#01V/01
##
0.008
0.032068
##
0.06651
0.166455
##
0.002
0.007887
##
0.00475
0.002
MINIMUM
( 0.4718
01
120
*VALUE!
0
0.1
0
0
0.21
0
0
0.001
0
0
0.002
0
01
0.034
0
0
0.002
0
01
MAXIMUM
! 0.8898
0
260
#VALUEI
0
9.1
54.226283
0
116
891.2359
0
0.002_ 0
0_ 0.01
0.074209
_
0
0.16
0.777955
0
0.002
0.014842
01
0.009,

Btms198
I
1
0.1 s
0.0002
I
0.21
0.14
2
m/o
m/o
6.0-11.0
1
2.4
Pb Ibs <? Hg mgnl Ng Ibs ,c? NI mg/l
'NI tbs <t Ag mg/l
Ag Ibs
c?
In mgn
IZn Ibs
CO Omgli
(COCtbs.
08G
1080lbs.
JpH
mbas
mbas lb
mg/
CONC
0.009483
<
0.0002
N/A
0.0041
0.018805
<
0.002
0.0094531
0.21
0.992518
0
7.76
0.7
3.3083951
0.01265
<
0.0002
N/A
<
0.0021
0.01265
<
I 0.002
0.012851
0.14
0.8855081
0
7.87
3.7
23.40271
700
0
N/A
01
I_
0
0
0
7.61
3.4
15.42283
0
N/A
01
0
0
0
7.36
3.2
19.08858
0.035413
<
0.0002
N/A
0.012
0.047218
<
0.002
0.00787
0.2
0.786982
890
3501.983
41
15.73925
7.33
0.82
3.226546
0.024311
<
0.0002
N/A _
0.0161
0.077798
<
0.0021
0.0097241
0.341
1.853155
1000
4862.22
19
92.38218
7.51
1.6
7.7795521
0.028439
<
0.0002
N/A <
0.0051
0.028439
<
0.002
0.0113761 0.2
1.137578
890
5082.213
5
28.4394
7.17
6
34.127281
0.035858
<
0.0002
N/A :<
0.0051
0.035858
< I 0.002
0.0143431 I 0.19
1.382598
92016597.841
46
329.892
7.3
3.4
24.38332
0.03597
<
1 0.0002
N/A , <
I 0.0051
0.0359714
0.00210.0143881
0.241
1.72858
98017050.2021
451323.73381
7.411
3.61
25.89871
0.037105
<
1 0.00021
N/A <
0.0051
0.037105
< I 0.002
0.0148421 i 0.16
1.187349
900
6678.839
541
400.7303
7.31
4.41
32.65211
01
N/A
01
01
0
0
0
0
0
N/A
0
0
0
0
0
0
0.018287
##
0.0002
#DlV/01
##
0.00675
0.024495
##
0.002
0.007887
##
0.21
0.811021
930
2812.775
28.83333
148.8646
3.082
15.7725
#DIV/0I
700
0
0
0.0002
0
0
0.002
0
01 0.002
0
'
0
0.14
0
890
0
4
0
7.17
0.7
01 0
700
0.037105
0
0.00021 0
0
0.016
0.0777981 01 0.002
0.0148421 01 0.341 1.72658 10001 7050.202
" 54
400.7303) 7.761 6
34.127281 01 700

BIms298
BLOOMSBURG
I
Pipe No. 01
limits
1349
50
1025
1 0.003
0.081
0.61
0.0351
City Monitor
0.91trc
1 1888.6
1435
.78'
Cn Ibs
<?'b
m 11
Date I
Flow
k?I B00 mg/I
80D tbs 1
<? 1
NH3 mg/l
NH3 Ibs .
<?
T33 mall
TSS Ibs
<?
Cd mg/I
i Cd lbs
<?
Cr mg/I
Cr lbs <?
Cu mall
;Cu Ibs
<?
Cn moll
7/16/981
0.9328
170
1322.524
<
0.11
0.777955
80
622.3642
<
0.001
km
<
0.01
0.0777955
0.044
0.342300288
<
0.002
0.015559
<
0.005
8/6/981
0.8323
120
832.9658
<
0.11
0.694138
50
347.0691
<
0.001
NIA
<
0.01
0.0694138
1.2
8.3296584
<
0.002
0.013883
<
0.005
9/20/981
0.8007
140
934.8973
<
0.1
0.6677134
110
734.5622
<
1 0.001
N/A
<
0.01
0.0667784
0.4
2.8111352
<
0.002
0.013356
0.013
10/9198
0.8986
160
1199.092
<
0.1
0.749432
66
494.6254
<
1 0.001
N/A
<
0.01
0.0749432
0.049
0.367221876
<
0.002
0.014989
<
0.005
Stll Moor:
7/10/98
0.9794
160
1306.911
<
0.1
0.81682
55
449.2508
<
0.001
N/A
0.005
0.040841
0.051
0.416577996
<
0.002
0.016336
<
0.005
8/7198
0.8287
150
1036.704
c
0.1
0.691138
46
317.9225
<
0.001
N/A
c
0.01
0.0691136
0.37
255720246
<
0.002
0.013823
<
0.005
0.005
9/11/98
0.8523
140!
995.14551
0.62
4.407073
30
213.2455
<
0.001
N/A
<
0.01
0.0710818
c
0.01
0.07108182
<
0.002
0.014216
<
10/16/981
0.832
130
902.0544
<
0.1
0.693888
341
235.9219
<
1 0.001
N/A
<
1 0.01
0.06938881
0.089
0.61756032
<
0.002
0.013878
<
0.005
11/6/981
Q8287
240
1838.726
<
1 0.11 0.6911361
721
497.6178
<
! 0.0011N/A
<
0.01
0.06911361
0.0461
0.317922468
<
0.002!
0.0138231
0.0059
12/4/98
0.88761
1 2101
1554.543
<
0.11 0.7402581
55
407.1421
<
0.001
N/A
<
0.01
0.07402581
0.0311
0.229480104
<
Q002
0.014805
<
0.005
11/5/98
0.84521
1
1 0.0311
0.218518008
11/12/98
0.8028
0.057
0.381335064
11/13198
0.8387
0.034
0.237821772_
12/3/98
0.8297
0.029
0.200671242
12/17/98
0.7367
0.056
0.344068368
12/18/98
Q6859
0.046
0.263138678
12/29/98
0.6215
0.046
0.23843226
12/30/98
0.6857
0.05
0.2859369
AVERAGE
0.81773889
162
1174.356
##
0.152
1.092982
##
59.8
431.9721
##
0.001
#DIV/01
##
0.0095
0.0682496
##
0.146611
1.005020179
##
0.002
0.014487
##
0.00589
MINIMUM
0.6215
0
120
832.9658
0
0.11 0.667784
0
30
213.245E
0
0.0011
0 0
0.005
0.040841
0
0.01
0.07108182
0
0.002
0.013356
0
0.005
MAXIMUM
0.9794
0
f 2401 1658.726
0
0.621 4. 407073
. _ 0
110
734.5622
0
0.001
of 0 I
0.01
0.0777955
0
1.2
8.3296584
0
0.002
0.016336
0
0.013
470
/. eific

Btrns298
T
"
0.1
1 0.0002
0.2
0.14
2
m/o
m/o 6.0-11.0
2.4
Pb lbs
<?1Hg mgli
Ng lbs
e?
NI mgll NI lbs
c?
i9 moll AG lbs
<?!ln
mg/I
Zn lbs
C Otlmgfl
C013tbs.
OW
jo&Gtbs. ipH tmbas mgltnbas
lb
AU( mg/
CONO
0.038898
<
0.0002
N/A
<
00051 0.038898
<
i 0.002
0.015559'
0.2
1.5559104
Wittig
1�; i
0
8.18
0 83
6.457028
; ;;'ft
't!1 �:
+S##I�+( t
0.034707
< t
0.0002
N/A
<
0.0051 0.034707
<
0.002
0.013883
0.16
1.1106211
ti!ftii
i i,.= •
01
7.521
4.9
34.01277
: rll!?�•7'�i7�;
i 4:'iaft'E�
0.086812
<
0.0002
NIA
<
0.005
0.033389
c
0.002
0.013356
0.27
1.8030163
Asir
t !f�
0!
6.87
1.31
8.681189
i%ti ! p
ifti'
ii/Iii;r 40;
0.037472
<
0.0002
N/A
<
0.005
0.037472
c
0.002
0.014989
1.7
12.740351
�7ii%
i i(Sn{
01
6.84
0.6
4.496594
1:11 r
i# !
'illiiili I
N'
i iiyii 11
73
3 iii
11
i
Ill
i a;►sa +
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1:4
iii
1.
1:3
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j##
sill
{01Fa
4 ,
it
0.040841
0.0004
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0.005
0.040841
0.002
0.016336
0.37
.!‘!1
3.0=125
+ J
# �i
, 0
21
171.5321
7.5
4.3
35.12324
1 sil
2 it a?!
�i
1111
0.034557
0.0002
WA
c
0.005
0.034557
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, 0.013823
0.14
0.8675901
4a
149,
01
23
158.96121
7.62
4.4
30.40998
t#_,
. 43i#;4:?
l
1ip ill
0.035541
c
0.00)2
N/A
c
0.005
0.035541
<
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c
0.01
0.0710818
Z111t
gm:
0
431
305.65181
7.71
1.9
13.50555
' 1"_
s tt1i•t'
1111Titi
0.034694
<
0.0002I
WA
c
0.005
0.034694
<
0.00210.0138783
1.2!
8 3266 87,1
i
t
0
34
235.9219
7.511
0.91
6.244992
: =�;
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t ;11t5:t;
; _
0.040777
<
0.0002I
WA
c
0.005
0.034557
c
i 0.0021
0.013823
1.2
8.2938298
•?::
'.i
01
100
691.13581
7.571
0.33I
2.280748
i ill
F! i;t 1
I
1-Al'!`1!
0.037013
< i 0.0002
WA <
0.0051
0.037013
<
j 0.002
0.0148051
0.141
1.0363618
; tiii
:'
5699.991
25
185.06461
7.581
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'! 911
t tst=i
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Fi:#?l� 1.
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0.13
0.8995607
0.17
1.04441333
0.16
' 0.915265
0.11
0.5701641
•
0.13
0.7434359
0.042131
##
0.00022
#131V/01
##
0.005
0.036167
1/#1 0.002
0.014467
IN
0.406
2.873358
770-
569.999
41
291.3779
2.056
14.93549
11Vf01
#OIV/01
0.034557
0
0.0002
0
0
0.005
0.033389
01 0.002
0.013356
0
0.01
0.0710818
770
0
21
158.9612
6.84
0.331
2.260748
0
0
0.086812
0
0.00041 0
01 0.005
0.040841
01 0.0021 0.016336
01 1.7
12.740351
770
5899.991 1001 691.1358
8.181 4.9
35.12324
0
0

FOR AGENCY USE
STANDARD FORM A - MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each
facility. description. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw
material, the flow (in thousand gallons per day), and the characteristics of the wastewater discharged from theindustrial f•
acility
into the municipal system. Consuh Table III for standard measures of products or raw materials. (see instructions)
1. Major Contributing Facility
(see instructions)
Name
Number & Street
City
County
State
Zip Code
2 Primary Standard Industrial
Classification Code(see Instructions)
3. Primary Product or Raw Material
(see instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this cischarge is
intermittent or continuous.
5. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
401a
401b
401c
401d
401e
401f
402
403a
403b
404a
404b
405
CNN ark o c 1:i?c o.c%d Coont'y Co.
V\4s1Lics "Divrsic"
Liz okl 0-sarlikk c Ws111way
Munro
Union
4ort Cwro\'s+r14
8111
30134
?VC. film.
403c
403d
Quantity
080
3.0. b thousand gallons per day
tntermittent(int) [r Continuous (con)
[l Yes • No
403f
Untts(See
•Table III)
Parameter
Name
Parameter
Number
Value

Cpipe198
CHARLOTTE PIPE
.dailymax
wk. avg.
Pipe No. 01 i llmits
I 29.19
10
73
0.005
0.003
0.015
City Monitor j 0.035
Vol !
► 0.018
±
Date Flow : <? 1 BOD mg/I I BOD Ibs <?
1 NH3 mg/l
NH3 Ibs
1 <?
l TSS mg/I
I TSS Ibs
<? I Cd mg/I
1 Cd Ibs
I <?
Cr mg/I
I Cr Ibs
i <? I Cu mg/I
3/17/98
0.0216531
91
16.43333
<
0.1
0.018059
981
17.336261
I 0.002
0.007
0.0012641
0.2
3/18/98
0.015854
0
0
0
<
0.001
0
3/19/98
0.014606
0
0
0
0.002
01
3/20/98
0.015047
0
0
0
0.002
0
5/19/98
0.014436
129
15.53111
0.56
0.067422
56
6.742189
<
0.001
0.008
0.000963
0.11
5/20/981
0.015858
u.006
5/21/98
0.026479
0.002
5/22/98
0.026554
<
0.001
,
1
self monitor
3/3/98
0.0175
204
29.7738
1
0.14595
25
3.64875
0.0026
0.0039
0.000569
0.089
3/4/98
0.0175
134
19.5573
1
0.14595
22
3.2109
0.0016
0.0021
0.000306
0.0075
3/5/98
0.0141
35
4.11579
1
0.117594
6
0.705564
0.0023
0.0051
0.0006
0.074
3/6/98
0.0094
190
14.89524
1
0.078396
22
1.724712
0.0024
0.0074
0.00058
0.104
I
AVERAGE
0.018811
##
1101
6.392889
##
0.331 0.017096
##
76
4.815689
##
0.002125
#DIV/01
##
0.0075
0.000445
##
0.155
MINIMUM
0.014436
0
911
0
0
0.11 0
01 561
0
0
0.001
0
0
0.007
0
0
0.11
MAXIMUM
0.026554
0_ 129
16.43333
0
0.561 0.067422_ 01_ 96
17.33626_ 0
0.006
0
0
0.008
0.001264
0
0.2

Cpipe198
Idailymax
wk. avg.
0.044
1 0.02
0.005
I
0.012
m/o
0.015
m/o
0.29
m/o
I
I
Cu Ibs
<? I Cn mg/I
Cn Ibs
I <? 1 Pb mg/I
Pb Ibs
<? 1 Se mg/1
Se lbs. 1 <?
. NI mgll
I NI Ibs <?
IMo mg/I
1Mo Ibs I <?
IZn mg/I
Zn Ibs
0.1444691
ISTYRu9 r
0.036117
0.0031
0.07
0.012641
0.019
0.003431
0.8
0
i 0.003
0
0
01
0
<
0.002
0
0
0
0
<
0.002
0
0
0
0.013244
0.002
0.02
0.002408
<
0.002
0.007
0.000843
0.021
0.51
0.061402
0.002
'
0.002
0.004
Lt
�
I
0.01299
0.005
0.0072
0.001051
<
0.01
0.00146
0.887
0.129458
0.676
0.098662
0.001095
0.005
0.0038
0.000555
<
0.01
0.00146
1.05
0.153248
0.593
0.086548
0.008702
0.005
0.0031
0.000365
<
0.01
0.001176
0
0.578
0.067969
0.008153
0.005
0.0089
0.000698
<
0.01
0.000784
1.47
0.115242
0.835
0.065461
0.009872
##$
0.0025
#DIV/0!
##1
0.045
0.00301
##
0.002
#01V/0!
##
0.013
0.000855
##
0.021
#DIV/0!
##
0.655
0.041174
#DIV/0!
0
0
0.002
0
0
0.02
0
0
0.002
0
0
0.0071 0
0
0.021
0
0
0.511 0
0
0.0361171 0
0.0041 0
01 0.07
0.012641
01 0.002
0
0
0.019 0.003431
01 0.021
0
0
0.81 0.144469
0
Page 2

Cpipe198
I
m/o
6.0-11.0
I
STYRIbs
(CODmg/
JCODIbs
IpH
TOBiGmg/ jTEMP c IAg mg/I
(
.
7.18
<.002
7.08
6.88
8.48
7.8
<.002
_
1
7.5
<.003
7.3
<.003
.
7.4
<.003
7.3
<.003
_
#DIV/0!
#DIV/0!
#DIV/0!
7.484
#DlV/0!
#DIV/0!
#DIV/0!
0
0
0
6.88
0
0
0
0
0
0 8.48
0
0
0
Page 3

Cpipe298
CHARLOTTE PIPE
daiiymax
wk. avg.
Pipe No. 01 (omits
29.19
10
73
0.005
0.003
0.015
City Monitor' 0.05Itrc.
40.77
0.018
Date
i Flow
<? I BOD mg/I
BOD Ibs
1 <?
i NH3 mg/1
NH3 Ibs
<?
TSS mg/1
I TSS lbs
I <?
I Cd mgll
Cd Ibs
I <?
Cr mgfl
Cr lbs
<?
Cu mgfl
9/22/981
0.02416
58
11.68668
<
*0.1
0.020149
15
3.022416
0.0019
0.015
0.003022
0.092
12/15/98
0.0098
46+
3.759672
0.16
0.013077
33
2.697156
0.0019
<
0.01
0.000817
0.054
12/16/98
0.0154
_
0.0035
12/17/98
0.0155
0.0033
12/18/98
0.0132
0.0014
0.0025
self monitor
9/3/98
0.03859
58
18.66675
<
1
0.321841
14
4.505768
0.002
0.005
0.001609
0.05
9/4/98
0.05348
83
37.01993
<
1
0.446023
27
12.04263
0.003
0.0025
0.004
0.001784
0.075
10/7/98
10/8/98
10/27/98
0.015334
192
24.55403
<
1
0.127886
31
3.964452
0.0016
0.008
0.001023
0.061
10/28/98
0.016456
72
9.881499
<
1
0.137243
21
2_882104
0.0012
0.0014
AVERAGE
0.022436
##
84.83333
17.59476
##
0.71
0.1777031
##
23.5
4.852421
##
0.0022
0.002133
##
0.0084
0.001651
##
0.0664
MINIMUM
0.0098
0
46
3.759672
0
0.1
0.013077
0
14
2.697156
0
0.0012
0.0014
0
0.004
0.000817
0
0.05
MAXIMUM
0.05348
0
192
37.01993
0
1. 0.446023
0
33
12.04263
0
0.0035
0.0025
0
0.015
0.003022
0
0.092
�S%
POP.: +
Page 1

Cpipe298
+daflymax
wk. avg.
0.044
0.02
0.006
0.012
m/o
0.015 `
m/o
0.29
Cu Ibs
<?
Cn mgfl Cn Ibs
<? . Pb mg/l
Pb Ibs
<?
Se mg/l
Se lbs.
<? I NI mgll
NI Ibs
<?
f Mo mgil
,Mo Ibs i <?
Zn mg/l
Zn lbs
0.0185371
0.0031
<
0.005
0.001007
lti i
;`illiiliiii
III iqi
,1901,
0.0098
0.001975
0.61 '
0.122912
0.004414
<
0.002
0.0093
0.00076
jji
01
Wilt
I tit
;. lh
si
0.008
0.00049
0.42
0.034327
<
0.002
' Iii
g in
Am
!I
I
<
0.002
l sl
I ,I !!
lI
Uri .
MI
=,'i
E
_
<
0.002,
0
PP
iljii.
' I .
1I111111
II
1,
'
141
tt1$i
ow1l1I1
yl011'ilc;[j1
1' ':lUi
! H
Ii
3
.
ill 1
Ili ni
. Ili
;1,
It
iii I
0
'7jj1...Ii
IL
.8
il.,
iI
1111.
191
ii�
illiii
S i -ill
f1
j!i
:
1y
i'41111
#
ili 1!
iJ ' j
Ilia
i
ii
`,
iii L:
Iiiiiiiiii.fi101.
,
ji1
!IIF 1)1
1;1
tom
i
mill
0.016092
0.005
0.003
0.000966
I i .
111
[i js
11 i
111
<
0.01
0.003218
2.45
0.788509
0.642
0.208622
0.033452
0.005
0.01
0.00446
41
II 1
111111
di
'i
<
0.01,
0.00446
1.9
0.847444
0.529
0.235946
0.006
0.0043
,i.11
110 I:
j
till
jli
l 111II
Pi
<
0.005
i;i=.1
OH!'
1,11
1`
i '
0.007801
<
0.005
0.0086
0.000844
T 11
it -
:
P T
?I i
<
0.01
0.001279
0.913
0.11676
<
0.005
IW IQOft
1
IC j
I
IIillIIi kl
0.016059
IN,
0.003818
0.00215
##
0.00678
0.001607
##
#DIV/01
#D
V/01
##
0.00916
0.002285
##
2.175
0.817977
##
0.6228
0.143313
0.004414
0
0.0021 0
0
0.0031
0.00076
0
0
0 0
0.006
0.00049
0
1.9
0.788509
0
0.42
0.034327
0.033452
0
0.0061 0.0043
0
0.01
0.00446
0
0
0 _ 0
0.01
0.00446
0
2.45
0.847444
0
0.913
0.235946
Page 2

Cpipe298
1
m/o mlo 6.0-11.0 ' 1
T
STYRug
STYRIbs
CODmg/
CODIbs
pH 1O8.Gmg/ !TEMP c Ag mg/I ,
6.54:
7.04,
6.771 16.4
i
1
8.051
<.003
8.181
<.003
7.541
6.76 i
_.
#DIV101
1 #OIV/0! #DIV/01 #DIV/0! 1 #DIVl0!
16.4
#DIV10!
01
01 01 0 6.541 01 16.4
0
0
01 01 01 8.18 01 16.4
01
Page 3

•
•
FOR AGENCY USE
STANDARD FORM A - MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each
facility description. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the mapr product or raw
material, the flow (in thousand gallons per day), and the characteristics of the wastewater discharged from the rid strial facility
into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions)
•
1. Major Contributing Facility
(see instructions)
Name
Number & Street
City
County
State
Zip Code
2 Primary Standard Industrial
Classification Code(see Instructions)
3. Primary Product or Raw Material
(see instructions)
Product
Raw Material
Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this cischarge is
intermittent or continuous.
5. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
401a
401b
401c
401d
401e
4011
NO2
403a
403b
404a
404b
405
Coopcc 3.nio3skr'cS
3Oa ( .son Sit CAA
Plonrot
Union
Nor41, 6%f41n4
�8111
3462 36el
skta\
403c
403d
Quantity
413.1
thousand gallons per day
[] Intermittent(int) [FS Continuous (con)
Yes E No
Units(See
•Table III)
• 403e W- 6 •
403f
Parameter
Name
Parameter
Number
Value

Coop198
Dog /'6• D`
COOPER
'
Pipe No. 01
limits
153
10
150
0.003
0,005
City Monitor
0.122
trc
21421
141
Date
-
<?
BOO mg/1
1300 lbs. <?
NH3 mg/l I NH3 Ibs
1 <?ITSS
mgli
TSS Ibs
<7
JCd mg/1
1 Cd Ibs
i <?
'COND.
1 <?
I Phenol
Phen Ibs
1<?Ignit701
Cnibs-----,
2/2 • =
0.. - • = _
21
16.620791
2241 1.7728841
26
20.57812
<
0.001
I NIA
350
0.009
0.007123
515198
1.0x • •
107
30.697871
3.61 1.032826
20
5.73792
<
0.001
NIA
200
0.009
0.0025521
#VALUE!
0
0
N/A
0
Self Monitor
2/10/98
0.0511
20
8.52348
_
1.1
0.468791
12
5.114088
<
0.001
N/A
<
0.05
0.021309
0.003
0.0012785
4/15/98
0.034
101
2.8356
0.5
0.14178
10
2.8356
<
0.001
N/A
<
0.05
0.014178
0.007
0.0019849
3/24/98
0.0504
62
26.08083
3.7
1.555243
60
25.22016
<
0.001
N/A
<
0.05
0.021017
0.016
0.000725
5/14/98
0.0453
21 +
7.933842
1.3
0.491143_
11
4.155822
<
0.001
N/A
<
0.05
0.01889
0.013
0.0049114
#VALUE!
0
0
N/A
#VALUE!
#VALUE!
AVERAGE 1 0.0516831##
40.16667
#VALUE!
##
2.0733331
0.6828331 ##
23.166671 7.955213
##
0.001
#DMO! II 275
#ONTO! 101 0.05
#VALUE!
##
0.0095
*VALUE!
MINIMUM 0.0341 0
101 #VALUE!
01 0.51
01 01 101 0
0
0.001
01 01 2001 01 01 0.05
#VALUE
0
0.003
#VALUE!
MAXIMUM 0.09491 01 1071 *VALUE!
01 3.7
1.7728841 0! 60! 25.220161 01 0.0011 01 01 3501 01 01 0.051 #VALUE! 1
01 0.016
#VALUE!
Al see/ O,. G /e/h Sc# 17/ Cooper 1730)S o-,
Cc) r fdcdQir ti..s ; error
/IT 17, Me; 5M4.) �lo
i s Jvt'tr7 ha.S A 0 T' IV C.
16s

Coop198
1
0.1
0.00021
0.05
0.52
0.2
root
mlo
6.0-11.0
1
1pH
8.61
(Temp c
<? 1
Pb mg/1 FFb Ibs
<?
Hg mg/1
Hg Ibs
<? I
NI mg/1
I NI Ibs
<?
Ag mg/1
Ag Ibs _
<?1
Zn mg/1
I 0.141
1 Zn Ibs
0.110805
$COD mg/
CODIbs
1O80 mg/
1OSOIbs
<
0.002_
0.001583
I 0.0004
I N/A
<
0.0021
0.001583
<
0.002
0.0015831
0.002
0.000574
0.0002
N/A
0.0031
0.000881
<
0.002
0.000574
1 0.18
0.045903
8.85
-
0
N/A
0
0
0
$VALUE!
-
<
0.002
0.000852
<
0.0002
N/A
<
�<
0.002
0.000852
<
0.002
0.000852
0.4
0.17047
c
0.0021
0.000567
<
0.0002
N/A
0.002
0.000567
<
0.002
0.000567
0.231
0.065219
8
6.56
c
0.002
0.000841
<
0.0002
N/A
'N/A
<
0.002
0.000841
<
0.0021
0.000841
0.21
0.088271
6
6.74
<
0.002
0.000756
<
0.0002
<
0.002
0.000756
<
0.002
0.000756
0.15
0.05667
13
6.7
24
*VALUE!
N/A
*VALUE!
#VALUE!
#VALUE!
.
##
0.0021 #VALUE!
I ##
0.0002331 #DMO!
## 1 0.002167
#VALUE! 1
##I 0.0021 #VALUE!
##i
02151 #VALUE
#DMO!
#VALUE!
91
#DMO!
01
0.0021 #VALUE!
1 0
0.00021 01 0i 0.0021 #VALUE!
01 0.0021 #VALUE! I
0
0.141 #VALUE
01 #VALUE!
6
01 6.561 _
01
0.0021 #VALUE' 01 0.00041 01 01 0.0031 #VALUE! ! 01 0.002! #VALUE 1
01 0.41 #VALUE! ! 01 #VALUE! 1
13! 0I 8.61

COOPER
Pipe No. 01
limits
153
10
150
0.003
0.05
m/o
0.005
CltyMon/tG
0.07
trci
2142
14
i
Oath
Row
<?
f30D mg/1
BOO Ibs
<?
NH3 mg/1
NH3 ibs
<?
TSS ag/i
T88 Ms
t<?
Cd mgli
Cd On
1 <?
Cu mgll
i Cu lbs. '
<?
Phenol
f Phen lbs 1'4?
Cnmgil
Ca ibs
814168
0.083
31
18.28802
1.7
00993214
241
12.61008
<
I 0.001
NIA
<
' 0.002
0.001051
12/10098
0.038093
,
53
15.95383
c
0.1
0.0301021
14
f 4.214219
<
0.001
N/A
0.085
0.0195891
<
0.002
0.000602
�_
Salle
10/14/98
0.0429
27.192
9.728917
4.4
1.574258'
28
9.302436
<
0.001
NIA
0.056
0.020036
<
0.05
0.017889
<
0.002
0.000716
T/15198
0.1006
34
28.52614
2
1.678008
50
41.9502
<
0.001
WA
<
0.05
0.04195
0.015
QOt2
12/8198
0.0358
29281
8.738217
5
1 A9286
`
78
23.28862
<
0.00T
N/A
0.095
0.028364
0.11
0.032843
0005
0.001493
-0.055879
AVERAGE
INA
34.8904 15.84682
8*
2.64
1.133888
*#
38A
1827311
8*
0.001
60i1/10i
i1
' 0.072
0.022555
A*
0.07
0.030894
SO
0.0052
0.003289
MINIMUM 1
0.0358
0
27.1921 8.736217
0 0.11 0.030102�
01 141 4214219
0
0.001
0
0
0.0581 0.019568
01
0.05
0.017889 0
0.002
0.000602
MAXIMUM
0.10061 0
531 2852814
01 51 1.672008
01 781 41.9502
0
0.001
0
0
0.0951 0.0283641 0
0.111 0.041951 01 0.015
0.012585
Pegs

'
•
0.1
1
0.0002
0.05
0.52
021
m!o
mia
8.0-11.0
<? 1Pb amg4
Pb lbs
<?
Ng mgil
Hg Ebs
L<? I Nl mgil
N1 ibs <?
Ag mg8
Ag Ebs <?
Zn mg
Zn Ms
SOD mg/
COOfbs
1 mg/
148G1bs
!Temp c ,
0.011
0.00578
<
0.00024N/A
i < f 0.005,0.002827
<
0.002
0.001051�
0.15
0.07881311
!f
l 1
'41i.'
,1
,pH
6.1
<
0.005
0.001505
14
' 0.005
0.001505
0.17
0.051173
•
1 1
is
6.71
18.3
11
=
t
(q�
q�s
<
0.002
0.000718
N/A
V
0.003
0.0010731
0.33
0.116069
11
rl..
.F4
41
7.53
28.7
<
0.002
0.001878
<
0.0002
NIA
0.003
0.0025171<
_
0.002
0.001678
0.19
0.159411
Winn"
2.5
8.25
28
20.8
•
0.002
0.000597
<
04002
0.000587
0.16
0.047772
i111
1
20
7.13
Oil'1
NO
0.0044
0.002055
*8
0.00021 *D1V/0!
* !
0.0036
0.001664
!
0.002
0.001384
*8
02
0.081047
8131V/0t
8OIV/01
21.16687
* CIV/ot
' 0
0.002
0.000597 0
0.00021 0! 01 0.0021 0.000597, 0! 0.00210.0010511 01 0.151 0.047772
0 0
2.51 0
6.1 f
01
0.0111 o.00578i 01 0.00021 01 0! 0.0051 0.0028271 01 0.0021 0.0018781 01 0.331 0.1594111 • 01 01 411 01 8.251
.

FO 4 AGENCY USE
i
STANDARD FORM A - MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each
facility. description. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw
material, the flow (in thousand gallons per day), and the characteristics of the wastewater discharged from thed strial fadilty .
into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions)
1. Major Contributing Facility
(see instructions)
Name
Number & Street
City
County
State
Zip Code
2 Primary Standard Industrial
Classification Code(see Instructions)
3. Primary Product or Raw Material
(see instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this dscharge is
intermittent or continuous.
5. Pretreatment Provided Indcate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
401a
Fcgnto M- 5. C.o. Monroe �riniS
401b 501 A s tcf -ii AlicrWC.
401c Monrot
401d Union
401e Noc lr Co olinct
4011 �,8111
402 22 61
403a
403b
404a
404b
405
403c
403d
Quantity
131 011 403e
3. 3 thousand gallons per day
Intermittent(int) D Continuous (con)
[>'Yes - No
4031
Units(See
'Table 1111
1bs/day
Parameter
Name
Parameter
Number
Value

Mpmt198
M. PRINTS (
I
1
(
1
Pipe No. 01 ;limits 1
1 58.381
i 8.5
1
501
0.0031
i
0.17
0.077
C1ty Monifori 0.0281trc
1 81.731
I 11.9
1
701
i
I
1 0.0924
Date 1 Flow , <?
I BGD mg/1
BOO Ibs 1 <?
1 NH3 mg/I 1 NH3 Ibs
<? 1 TSS mgfl
1 TSS Ibs i <?
Cd mg/I
Cd lbs
1 <?
Cr mgll
Cr Ibs
<?
Cu mgll
1 Cu Ws
<?
Cn mg/I
0.005
1 /13/981 0.00531
3501
15.47071
42.91 1.8962661
736
32.53267
<
0.001
N/A
0.006
0.000265
0.13
0.005746
2/10/98
0.0045
516
19.365481
98.1
3.681693
<
2
0.07536
<
0.001
N/A
<
0.002
7.51E-05
0.022
0.000826
0.066
3/10/99
0.0027
746
16.798431
45.6
1.026821
126
2.837268
N/A
0
0
4/14/98
0.0055
149
6.83463
129.2
5.926404
26
1.19262
N/A
0
0
5/14/98
0.0038
144
4.563648
102.8
3.257938
22
0.697224
N/A
0
0
6/4/98
0.0006
223
0.929911
137.8�
0.574626
36
0.15012
0
0
Seff Monitor
_
1 /14/98
0.00311
38
0.982452
11
0.284394
28
0.723912
<
0.001
N/A
0.003
7.76E-05
0.0014
3.62E-05
0.012
2/13498
0.00441
92
3.37E032
2.165
0.079447
4
0.146784
0.001
N/A
0.004
0.000147
0.003
0.00011
0.017
4/21 /981
0.0092
89
6.829792
52
3.989856
7
0.537096
<
0.001
N/A
0.005
0.000384
0.016
0.001228
0.009
5/13/981
0.00221
1201 2.20176
91 '
1.669668
46
0.844008
<
0.001
N/A
<
0.002
3.67E-05
0.0141
0.000257
<
0.002
1 #VALUE!
#VALUE! 1
#VALUE!
#VALUE!
#VALUE!
' 1 #VALUE!
1 #VALUE'.
#VALUE!
1
1
#VALUE!
i #VALUE! 1
i
AVERAGE : 0.004121 ##1 246.71 #VALUE!
1 ##I 71.25651
#VALUE! 1 ##I 103.31
#VALUE!
##1
0.001
#0IV/01
IN!
0.0036671
#VALUE! I
##I
0.0310671
#VALUE! 1
##
0.018333
MINIMUM I 0.00051 01 381 #VALUE!
0
2.165
#VALUE! 1 01 2
#VALUE!
0
0.001
0
0
0.002
#VALUEI
0
0.0014
#VALUE!
0
0.002
MAXIMUM 0.00921
I
01 7461
#VALUE!
0
137.8
#VALUE! 1 0
736
#VALUE!
0
0.001
0
0
0.006
#VALUE!
0
0.13
#VALUE!
0
0.065

Mpmt198
I
0.018
0.03
0.0002
0.04
L 0.087
0.06
6.0-11.0
1
r
Ca Ibs
<? Pb mgll 1 Pb Ws
<7
Hg mill
Hg Ibs <?
NI mgtl
NI Ibs <?
Ag mgh Ag Ibs
<?
Zn mgll
1 Zn !bs
pH
ICOOmgi
]CODIbs 4
ALKmgll
0.000221
<
0.0021 8.84E-06
<
0.0002,
N/A
1
0.0121
0.000531
0.015
0.000663
0.15
0.00663
7.48
0
0.032439
<
0.0021 7.51E-05
<
0.0002
N/A
0.003
0.0001131
0.0051
0.000188
0.027
0.001013
8.5
0
0
0
N/A
0
0'
0
7.27
0
0
0
N/A
01
0
0
11.48
0
0
0
N/A
0
'
0
0
10.51
0
512
0
01
N/A
0
0
0
9.3
0
554
0.00031
<
0.0021
5.17E-05
<
0.0002
N/A
0.005
0.000129
0.01
0.030259
0.0621
0.001633
8.9
0.000624
<
0.002
7.34E-06
<
0.0002
N/A
0.006
0.00022
0.002
7.34E-05
0.048
0.001761
8.9'
0.000691
<
0.002
0.000153
<
0.0002
N/A
1
0.008
0.000614
0.074
0.005878
0.018
0.001381
10.11
3.67E-05
<
0.002
3.67E-05_
<
1 0.0002
N/A
0.005
9.17E-05
0.036
0.000661
0.021
0.0003851
10.21
#VALUE!
I
#VALUE!
#VALUE!
I #VALUE!
#VALUE!
#VALUE!
#VALUE!
!
!
#VALUE!
I
#VALUE!
1
#VALUE!
#VALUE!
1 ##I 0.0021 #VALUE!
##1 0.03021
#DIV/0! : ##I 0.0065
#VALUE!
##
0.0238671 #VALUE!
##I
0.0543331
#VALUE!
#VALUE!
0 0.002 #VALUE!
01 0.00021
01 01 0.003
#VALUE!
0
0.0021 #VALUE!
0
0.018
#VALUE! 1
#VALUE!
0I
0.0021 #VALUE!
01 0.0002
OE 01 0.012
#VALUE!
0
0.0741 #VALUE!
0
0.15
#VALUE! 1
I
Page 2

Mprnt298
M. PRINTS
I
Pipe No. 01
limits
1
58.38
8.5
50
0.003
0.17
0.077
City Monitor
0.006
trot
81.73
11.9
70
0.0924
bate
Flow <?lam! mg/I
MOD lbs
14?INH3
mgll
INNS lbs
<?
TSS mg/I
iss lbs
<?
Cd mg/I
1Cd lbs
<?
Cr mg/I
Cr lbs
471Cu
mgil
Cu lbs
<?
Co m9ft
0.002
7/14/98
0.0014!
360
4.203361
120
1.40112
22
0.256872
<
0.001
N/A
1 0.011
0.000128
<
0.01
0.000117
8/11 /98
0.00191
480
7.608081
0.33
0.005229
62
0.982452
<
0.001
N/A
<
0.01
0.000158
0.0381
0.00057
<
0.002
912188
0.00381
82
2.5987441
64
2.028288
14
0.443888
10/9198
0.0023I
130
2.493681
94
1.803108
160
3.06912
I
Self Monitor
'
'
7/15/98
0.0026
370
8.02308
73
1.582932
20
0.43368
<
0.001
N/A
<
0.01
0.000217
0.0071
0.000152
'
0.0026
8/12/98
0.002
170
2.8356
70
1.1676
30
0.5004
<
0.001
N/A
0.004
6.67E-05
0.007
0.000117
0.005
10/14/98
0.003
i
180
4.5038
1.576
0.039432
18
0.40032
c
0.001
N/A
<
0.002
5E-05
0.009
0.000225
0.021
1 I
0.0002361##I
0.00652
AVERAGE j 0.0024291 ##I
253.14291
4.609161 I
##
60.415141
1.1468161 ##1
48.28571
0.8139505401
0.001
#OIV/01 I ##I 0.0074
0.000124
##1
0.0138
MIMMUM 1 0.00141 0
821 2.493681 01 0.33
0.0052291 0
14
0.2568721
01
0.001
of 01 0.002
5E-05
0
0.007
0.0001171
0
0.002
MAXIMUM 1 0.00381 0
4801 8.023081 01 120
2.0282881 0
180
3.06912
0
0.001
01 01 0.011
0.000217
01 0.0381 000057
0
0.021
1

_T
0.0181
0.03
i 0.0002
0.04
1
0.087
.
0.06
6.0-11.0
1
1
1
1
Cn fbs
1<?tb
mgll
Pb lbs
<?
Ng mgli
14g ibs
14?
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NI lbs
<? Ag mgll 'Ag
lbs
<?-Zn
mgtl
Zn lb.
JpH
COOmgl
GODtbs
Temp c
2.34E-05
<
0.005
5.84E-05
<
0.0002
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<
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5.84E 05
1 0.0022
2.57E-05
1 0.03
0.00035
10.09
: 1
i t
,
- t
1
, ::.1
M1
'
t 1
3.17E-05
0.018
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V
1.
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; RI
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8.34E-05
<
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<
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6.782
111
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I
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I
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01
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I
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1
I
Page 2

FOR AGEI` CY USE
I I
STANDARD FORM A - MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each
facility. description. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw
material, the flow (in thousand gallons per day), and the characteristics of the wastewater discharged from the industrial facility
into the municipal system. Consuh Table III for standard measures of products or raw materials. (see instructions)
•
1. Major Contributing Facility
(see instructions)
Name
Number & Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code(see Instructions)
3. Primary Product or Raw Material
(see instructions)
Product
Raw Material
Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this discharge is
intermittent or continuous.
5. Pretreatment Provided Indcate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
401a
401b
401c
401d
401e
4011
402
403a
403b
404a
404b
405
G. 4. Govlslon Co. i nc.
TI 00 NorT 3 oNNn $ Ts Si rea
Mottro
Union
�er4‘.1 CaroVlnc
28111
1,843j21`12.
403c
403d
Quanta'
1.612
2.1.1 thousand gallons per day
Intenrittent(int) Ef Continuous (con)
EiYes Ei No
Uncts(See
'Table III)
L-1
Parameter
Name
Parameter
Number
Value

GouI198
GOULSTON
Pipe No. 1
I LIMITS
45
3.25
50.041
0.003
1 0.1
0.0525
City Monito
0.061
trc
i
0.00361
Date Plow
I<?IBCD mg/IIEOD
Ibs
<?
NH3 mg/I INH3 Ibs !<?ITSS mg/I ITSS Ibs <?
Cd mg/I
Cd Ibs
i<?ICr mg/1
Cr Ibs_
<?FCu
mg/I
ICu Ibs <?
Ca mgll
2/24/9810.014217
< . 9
1.067128
1.2610.1493981
410.474279
<
0.001
N/A
<
0.00210.000237
0.02210.002609
0.005
5/5198
0.01753
258137.71965
0.2810.0409361
1 8
1.169602
<
0.001
N/A
<
0.00210.000292
0.059
0.008626
0.009
Self Monitor
2/13/98
0.012128
390
39.44753
0.02
0.002023
<
1
0.101148
<
0.001
N/A
<
0.001
0.000101
0.023
0.002326
<
0.002
3/13/98
0.013753
100
11.47
0.3
0.03441
<
1
0.1147
<
0.001
N/A
<
0.0110.001147
0.017
0.00195
'
0.003
6/18/98
0.028186
<
2
0.470142
<
0.1
0.023507
2
0.470142
<
0.0011
N/A
<
0.01
0.002351
0.055
0.012929
0.003
6/30/98
0.030383
150138.00913
0.12
0.030407
24
6.081461
<
0.001
N/A
<
0.01
0.002534
0.041
0.010389
<
0.002
C 0
#VALUE!
#VALUE!
N/A
0
#VALUE!
,
AVERAGE 10.0193661 ##
151.5121.363931 ##I 0.3466671 #VALUE!
##► 6.666667
#VALUE!
I ##I 0.0011 #DIV/01
I ##
0.005833
0.0009521
##I 0.0361671 #VALUE!
1 ##
0.004
MINIMUM ; 0.0121281 01 210.4701421 01 0.021 #VALUE!
! 01 1
#VALUE! 1
01 0.0011 01 01 0.0011 01
01 0.0171 #VALUE!
0
0.002
MAXIMUM 10.0303831 01 390139.447531 01 1.261 #VALUE!
01 241 #VALUE! 1
01 0.0011 01 01 0.0110.002534
01 0.0591 #VALUE!
1 01 0.009

Gou1198
I
0.00151
0.0125
1 0.0002
I 0.1 r
0.0425
0.07
6.0-11.0
0.00181
I !
Cn lbs <?!Pb mgll 1Pb
Ibs
<?IHg mg/I
Hg Ibs <?INi mgll Ni Ibs <?IAg mg/I
iAg Ibs
<?1Zn mgll
'Zn lbs
[PH
ICODmg/
TOCmg/ IALKmg/
[COND.
280
0.000593
<
0.00210.000237
<
0.00021
N/A
< , 0.00210.000237
<
0.002
0.000237
I 0.25
0.029642
8.61
0.001316
<
0.002
0.000292
<
I 0.0002
N/A
<
0.00210.000292
<
0.002
0.000292
0.13
0.019006
7.431
500
0.000202
<
0.005
0.000506
<
0.0002
N/A
<
0.005
0.000506
<
0.002
0.000202
0.43
0.043493
6.91
82
0.000344
<
0.005
0.000574
<
1 0.0002
N/A
<
0.005
0.000574
<
0.002
0.000229
0.57
0.065379
7.1
120
0.000705
<
0.005
0.001175
<
0.0002
N/A
<
0.005
0.001175
0.004
0.00094
0.22
0.051716
7.2
25
0.000507
<
0.005
0.001267
<
0.0002
N/A
<
0.00510.001267
<
0.002
0.000507
0.05
0.01267
7.2
100
#VALUE!
#VALUE!
N/A
I #VALUE!
I
#VALUE!
#VALUE!
#VALUE!
I##1 0.0041 #VALUE!
I##! 0.00021 #DIV/01 ':##I 0.0041 #VALUE! I##I 0 002333
#VALUE!
##I 0.27510.0369841
I
81.751 #DIV/0!
I #DIV/0!
390
#VALUE!
01 0.0021 #VALUE!
101 0.00021 01 01 0.002I #VALUE'. 101 0.0021 #VALUE!
1 01 0.051 0.01267!
6.91
251 01 0
280
#VALUE!
01 0.0051 #VALUE!
1 01 0.00021 01 01 0.0051 #VALUE! ! 01 0.0041 #VALUE!
01 0.5710.0653791
8.6
1201 01 0
500
Page 2

e Gottf298
GOULSTON
Pipe No. 1
LIMITS
46
325
50.04
0003
0.1
0.0525
City Monitor
0.05
trci
83
0.0038
Date
Flaw
<?
1 BOD mg/fiasco
lbs
<71
NF13 molt
1 NH3 lbs
<7
TSS mgll
TSS Ibs
1 <?
1 Cd m ll
Cd lbs
<?
Cr mgll
I Cr tbs
‹?;Cu
ma/1
Cu Ib.
<?
Cn mgll .
8/4/981
0.0717351
i 2
1.196558
<
0.1
0.0588281
1
0598278
<
0.001
N/A
<
0.011
0.005883
0.0281
0.015555
0.003
121221981
00081181
81
5.484034
0.61
0.0408221
8
0.406225
<
0.001
N/A
<
0.01,
0.0006771
0.0191
0001286
<
0.002
i
�-
SoftMcnifcr
_
' 7131/98
0.013587
22
2.492943
024
0.027196
<
1
0.113318
c
0.001
NIA
<
0.01
0.001133
<
0.01
0.1301133
<
0.002
8/28/98
0.013925
68
7.897148
024
0.027872
4
0.464538
<
0.001
NIA
<
O.Ot
0.001161
0.019
0.002207(-
0.003
• 11/25198
0.0228251
570
108.6065E
0.65
' 0.123734
11
2.093968
<
0.001
N/A
0.018
0.003426
0.0024
12117/98
0.0065261
,
83
4.518812
_
AVERAGE
0.0227865
#I 137.6667
21.6825
#I 0.3681
0.06585111#1 4.6
0.7352641#
0.001 #DPJMM
#
0.01
0.0132239
Stlj
1
a o1840.00472z
Olt
0.00¢48.
0
0.0065281 01 2
1.198558
01 0.11
00271981 01 1 0.1133181 01 0.0011 01 0
0011 0.000E0 71 01 0.011 0.001133
01 0.002
MAXIMUM 0.0717381 Of 5701 108.5155
0! 0.85
0.1237341 01 111 2.0939661 01 0.0011 01 01 0.011 0.0059831 01 0.0261 0.0155551 01 0.003
.7

'
f
0.0015
0A123
0.000210.1
0.0425
'
0.07
8.0-11.0
0.0018
.oay
I
Cn ibs
4?
Pb mg/t
Pb lbs
<?
Fig mg/I
'Ng ibs j<71N4
NI lb*
<?
Ag rnglt
4Ag On
<?
In mgf!
Zn ttis
jpH
coal
-
• .
:
TEMP
0.001798
<
0.005
0.00299114
0.00021
N/A <
0.005
0.002991
<
0.002
0.001197
0.13
0 0777762
8.57
,
I f#
.
,
#
a+} ;
I tit
.
f
ill ill_
0.000135
<
0.005
0.000339
<
0.0002
N/A
<
0.005
0.000339
<
0.002
0.000135
0.17
0.0115097
7.82
:it
f 1
1f
III li
Hit
f iiitA
i lit
ill
h1 H
tr. i
aid
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ff"1i4�1
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(}} }_
f 1,
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I
1 ,i}
ir
0.000227
<
0.005
0.000567
<
0.0002
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<
0.005
0.000567
<
0.002
0.000227
0.13
0.014731
7.2
fdif•„
111f}j;lffh
inn
•''4(11`
11111
:('�
-17
0.000348
<
0.005
0.000581
<
0.00021N/A
c
0.0051
0.000581
<
0.0021
0.000232
0.06
0.0089881
7.15'
i
.';!
i f
}
1
'
i i
f
0.000457
<
0.0051
0.000952
<
0.005
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n
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! nil
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.
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i
.1
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r
0.00059210
0.0051 0.001088
01
0.0002
11131V/01
0
0�! 0.001088101 0.002
0.0004481
#0
0.13
0.0282885
1551 #OMO1 #DIN.V1
24.7
0.000135
0 0.0051 0.0003391 0
0.0002
0
01 0.0051 0.0003391 01 0.002
0.0001351
0
0.08
0.0069 81
6.57
1501 01 0
24.7
0.001795
01 0.0051 0.0029911 0
0.00021 01 01 0.0051 0.0029911 01 0.002
0.001197 ,
01 0.17
0.07777821 7.82
1601 of 0
24.7
o
Pee'«
Pag.2

FQ7q AGENCY USE
I 1 1
STANDARD FORM A - MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each
facility description. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw
material, the flow (in thousand gallons per day), and the characteristics of the wastewater discharged from the mdustrial facility into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions) .
1. Major Contributing Facility
(see instructions)
Name
Number & Street
City
County
State
Zip Code
2 Primary Standard Industrial
Classification Code(see Instructions)
3. Primary Product or Raw Material
(see instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this ascharge is
intermittent or continuous.
5. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
401a
401b
401c
401d
401e
401f
402
403a
403b
404a
404b
405
G 4. W. SC.CI «C s
2402
r1 onto t
v.).1ktuq. A,/enuc
Union
IM10r}1N C.o roVt fmc
2.81\0
ow)nnee tt a1
uric orM S
403c
Quantity
23) boo
3 thousand gallons per day
0 Intermittent(int) [Er Continuous (con)
[f Yes No
403e
4031
Unns(See
'Table lilt
%s/d4/
Parameter -
Name
Parameter
Number
Value

G8k198
G&K
Pipe No. 01
limits
133.44
10
85
0.003
0.17
0.2
0.003
City Monitor
0.064
trc
186.816
119
0044
0.004
Date
Flow i
<? BOD mg/I
BOD Ibs I <?
I NH3 mg/I
NH3 lbs
i <?
TSS mg/l
I TSS Ibs
I <?
Cd mg/I
I Cd Ibs
<?
Cr mg/I
I Cr Ibs
I <?
Cu mg/I
Cu Ibs
<? Cn mgll
I Cn Ibs
2/24/98
0.045947
<
2
0.7683961
1.751
0.670596
172
65.91005
0.008
N/A
0.017
0.006514
0.17
0.065144
0.008
0.0030656
5/5/98
0.053968
377
169.6851
5.6
f 2.520521
128
57.61192
0.007
N/A
0.014
0.006301
0251
0.1125231
0.01
0.0 4501
SELF
3/13/98
0.044851
100
37.405731
0
120
44.886881
0.002
N/A
0.01
0.003741
0.15
0.056109
0.02
0.007481
4/29/981
0.0485431
0
<
0.1
0.040485
_
0
N/A
0
01
0.012
0.004858
4/30/981
0.0482851
440
177.1866
<
0.1
0.04027
740
297.998
0.009
N/A
0.02
0.008054
0.38
0.1530251
1 0.005
0.0020135
6/26/98
0.0428241
310
110.71721
2.1
0.75002
150
53.572821
0.003
N/A
0.019
0.006786
0.371
0.1321461
0.029
0.010357
0
#VALUE
0
N/A
#VALUE!
1 #VALUE!
0
0
_
, #VALUE!
0
N/A
#VALUE!
#VALUE!
0
0
#VALUE!
#VALUE!
N/A
#VALUE!
#VALUE!
0
0
#VALUE!
#VALUEI
N/A
#VALUE!
#VALUE!
I
0
#VALUE
#VALUE!
#VALUE!
#VALUE!
#VALUE!
AVERAGE ! 0.0474031 ## I 245.81
49.5761 I ##
1.931 #VALUE! i ##I 2621
#VALUE 1 ## I 0.00581
#D1V/01 I
## I
0.016
#VALUE1 I
## 1 02641
#VALUE! 1 ##1
0.014
#VALUE
MINIMUM
0.0428241 01 2
0
0
0.11
#VALUE! 10! 120
#VALUE! 101 0.0021
0
0
0.01
#VALUES 1
01 0.15
#VALUE
1 0
0.005
#VALUE!
MAXIMUM
0.0539681 01 440
177.1866
0
5.61 #VALUE! L 01
740
#VALUE! 101 0.009
0
0
0.02
#VALUE!
01 0.381 #VALUE!
j 0
0.029
*VALUE!

G&k198
0.081
0.0002
0.033
0.121 1
0.5
6.0-11.0
0.0961
0.03961 1 1
<? 1 Pb mgll Pb Ibs 1
<? I Hg mg/1 Hg Ibs <? Ni mg/1 ;Ni Ibs <? Ag mgll Ag ibs I <? tZn mgll iZn Ibs
IpH
O&Omgl ICODmg/
(Temp C IALKmgl1 ICOND
0.027
0.010346
<
I 0.00021N/A
i 0.0151 0.005748
< 0.0021 0.0007661 1 0.181 0.068976
9.3
700
0.017
0.007652
0.0002
N/A
0.016
0.007201
<
0.0021 0.00091 0.111 0.04951
3.13
2800
I 1
0.006
0.002244
<
0.0002
N/A
1 0.008
0.002992
<
0.002
0.000748
0.086
0.032169
7.63
0
0.0002
N/A
0
0
0
0.054
0.021748
0.0004
N/A
0.032
0.012886
<
0.002
0.000805
0.37
0.148998
7.89
19.81
0.028
0.01
<
0.0002
N/A
0.082
0.029286
<
0.002
0.000714
0.11
0.039287
7.89
29.61
0
N/A
0
0
*VALUE!
#VALUE!
N/A
#VALUE!
#VALUE!
#VALUE!
#VALUE!__
N/A
#VALUE!
#VALUE!
#VALUE!
#VALUE!
N/A
#VALUE!
#VALUE!
#VALUE!
t i
ti
##1 0.02641
#VALUE!
#01 0.00023331 #DIV/0! '##I 0.03061 *VALUE! 1##I 0.0021
#VALUE!
At 0.17121
#VALUE! 1 i #ON/0!
#D1V/01
24.71
#131V/0!
1750
01
0.006
#VALUE!
01 0.00021 01 01 0.008! *VALUE!
01 0.002
#VALUE!
01 0.086
#VALUE!
1 3.13
0
0
19.8
01 700
0 0.054
#VALUE!
0 0.00041 0( 01 0.082( #VALUE!
01
0.002
#1/ALUE!
01 0.37
#VALUE!
9.3
0
0
29.6
0( 2800

081298
G&K
I
Pipe No. 01
[butts
133.44
10
85
j 0.003
I.
0.17
0.2
0.003
City Monitor'
0.0641trc
186.a16
1191
1 0.0036
t
0.004
Date
!Flow
<?
BOO mgll
BOO Ibs
i <?
I NH3. mg/1
!NH3 Ibs
i <?
TSS mgll
7SS tbs
I <? Cd mg/I
Cd Ibs <? Cr mglt
Cr !bs
i <?
Cu mgfl
I Cu Ibs
<?
I Cn mgfl
Co Ibs
8/4/981
0.0322381
66
17.74508
<
0.1
0.026886
61
16.40076
0.0021
N/A
0.0431
0.0115611
0.0311
0.008335
0.0541
0.0145
12/9/981
0.033135
230
63.55956
0.76
0210023
82
22.66036
0.0032
N/A
0.0421
0.011607
0.191
0.052506
0.047
0.0130
SELF
8/21/98
0.041861
400
139.6483
<
0.1
0.034912
110
38.40328
I 0.0048
N/A
0.059
0.02059a
0.53
0.185034
0.048
0.0168
10/23/98
0.0495361
230
95.01996
024
0.0991511
170
7023214
0.0079
N/A
0.085
0.026853
0.45
0.185909
0.005
0.0021
12/11/98
0.030122
360
90.43329
0.11
0.0276341
140-
35.17045
0.0092
N/A
0.058
0.014571
0.52
0.130633
0.0065
0.0016
12/23/98
0.041
540
184.6476
2.1 '
0.718074
310
106.0014
0.0034
N/A
0.029
0.009916
0.42
0.143615
0.0046
0.0016
12/24/98
0.033151
0.0077
0.021
0.005806
0.35
0.096768
0.0028
0.0008
12/22/98
0.041
0.057
0.0196
12/30/98
0.032754
0.004
0.0011
AVERAGE
10.0371997181 304.33331 9a.50981
881
0.5683331 0.1861131 /M1 145.51
48.144731
/NI 0.00547141
#13IV/01
=I 0.0452861 0.0144161961
0.3558571 0.1146861 M 0.0254331 0.007877071
MINIMUM
0.0301221 01 661 17.74508
01
0.11 0.0268881 01 61
16.400761
01 0.0021
01 01 0.0211 0.00558061 0
0.0311 0.0083351 01 0.00281 0.000774142
MAXIMUM
0.0495361 01 5401 184.6476
0
2.11 0.7180741 0! 310
106.0014
01 0.0092
of 01 0.0651 0.0268531 01 0.531 0.1859091 01 0.0571 0.01949058
rgG
•

G81d98
T
0.08
0.00021
0.033
1
0.12
0.5
6.0-11.0
r
1
0.0961
1 0.000241
0.03961
0.6
}
i
<71Pb mgf
Pb Ibs <71Hg
mgf Mg Ibs <7 la mgll
NI Ibs <? IAg mgll
iAg Ibs
47
Zn mgA
Zn Ibs
pH
011Gmgl
CODmg/
Temp C
ALKmgll -COND
0.014
0.00376414
0.00021N/A
0.035
0.00941027
< : 0.0021
0.000538
0.11
0.029575
8
;1!; ii±3;'11i'
;::fii -:°
1i1=1
<:;
0.051
0.0140941
0.0002IN/A
0.044
0.01215922
< 0.0021
0.000553
I
0.25
0.069086
11
' t'- 11'i>;i13.;
34
; 's_t%11 i t;
.114
1d
iiis
;ti
'i .!iii1f01;.
fi} iif.f 104,
1i+
h'.(1#'
'j
ifti
$i.i':i1l t'11;;
�IItF,t(j,l
WI
ii0'
,i ii11i1
0.04
0.013965
0.00051NIA
022
0.07680656
0.0095
0.003317
025
0.08728
9.09
i,,`:;..itni ?;`,
!Will
10;11,�r
1 I
Nil
4:i
0.34
0.140464
N/A
0.085
0.03611607
<
0.002
0.000826
2.3
09502
10.9
1 ',ifil13 i11::
Mi3ii
iiO4
fill
1 ill
11
g i
0.06
0.0150731
0.00023
N/A
0.037
0.00929505
<
0.002
0.000502
0.27
0.067829
11.6
14lir'+111;0.1;
dill=111
lila'11
':
i i1
gs
''13
<
0.005
0.001711
0.00022
N/A
0.0091
0.00311165
<
0.002
0.000684
0.12
0.041033
9.94
ilfil81i11i5'
1111111
1
sit'j4
iii
<
0.005
0.001382
<
0.0002
N/A
0.023
0.00635902
<
0.002
0.000553
0.093
0.025713
,3
a,�l:ill
i 1'1
gift
i
is
1!
311
i i :;ae
ill
ii
11?1a
till
,°'
i
'Ili
41
;viilliy+
i,iwil
1=ia
i;
Is1
iti
i1y;dII
(811I
lii
(1'
Hill
111
►i;t.i,'iii)ili?il
iiilillloglIll,
iPl
Dili
Rli
1 :' .111!
,ai
4
t
t
1
_
161 0.0735711 0.0272071061
0.00025831 001V/01 1061 0.0647291 0.021751121061 0.0030711
0.0009961621
0.4847141
0.1815311
1 001VI01
#DIV/01
i
341 #DIV/01 1 #D1W01
01 0.0051 0.0013821 01
0.00021 01 01 0.00911 0.003111651 01 0.0021
0.000502
01 0.093
0.0257131 81 01
01
341 01 0
01 0.341 0.1404841 0
0.00051 01 01 0.221 0.076806561 01 0.0095
0.003317
01 2.31 0.95021 11.61 0
01
341 01 0
141.00
Tr..

FOR AGENCY USE
I I I
STANDARD FORM A - MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each
facility. description. indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the mapr product or raw
material, the flow (in thousand gallons per day), and the characteristics of the wastewater discharged from the industrial facility
into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions)
•
1. Major Contributing Facility
(see instructions)
Name
Number & Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code(see Instructions)
3. Primary Product or Raw Material
(see instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this c&scharge is
intermittent or continuous.
5. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
401a
401b
401c
401d
401e
4011
402
403a
403b
404a
404b
405
Gold 5'r 9 c1c vrc cods LL C.
Z*j01 SiI'll$00 S'kr .c
(`r'ionfoc.
Urlioh
AftekAN Cc rolinc
2.81%0
201 5
pouVr•y prOc sSca
CN it cKtt1
403c
403d
Quantity
5.'1oO
/ 60.1 thousand gallons per day
D Intermittent(int) [ Continuous (con)
IY Yes -D No
Unas(See
•Table III)
• 403e
4031
Parameter
Name
Parameter
Number
Value

Wlrnon198
I Gola 5;3 ri4 v«. 1998 1
Pipe No. 01 !limits 1 1
18501 1 1 166
1000
0.005
0.003
1 0.012
0.005
.
0.1
C1ryMonitor .497# Itrei
25901 I 199.2
14001
daily
i
!daily
0.12
Date
Flow <TROD mg1IBOD
1bs
<? 1 N143 mg/E[NH3 lbs <?TTSS mgllTTSS
Ibs
<? I Cd mg/1 Cd mgll
<? I <? I 1 <? Me mgll
Co Ibs 1 <?
I Pb mg/I Pb Ibs
1/15/981
0.18881 1 875
1377.7681
14.41 22.674121
289
455.0571
<
1 0.0011
I
< ; 0.0021
0.0031491 0.0031 0.004724
2/12/981
0.2134
580
1032.2585
<
1
1.7797561
264
469.8556
<
1 0.0011
I
< 0.002
0.00356
<
0.0021 0.00356
3/5/981
0.3031
0
<
` 0.1
0.252702
0
I
<
0.002
0.0050541
0
4/16/981
0.3162
690
1819.6045
3.5
9.229878
192
506.3247
0
0
4/17/98
0.2961
5841
1442.1728
6.6
16.298531
268
661.819
01
0
5/12/98
0.1897
498
787.8848
26.5
41.9256
266
420./3381
0
<
0.002
0.003164
6/2/98
0.2661
1178
2614.305
11.9
26.40936
30
66.57822
0
#VALUEI
#VALUEI
0
Self Monitor
-
_
0
1/29/98
0.263
550
1206.381
4.3
9.431706
92
201.7946
0
2/12/98
0.202
630
1061.3484
2.7
4.5486381
134
225.7471
0.0021
<
0.002
0.0033691
0.02
0.033694
3r121981 0.2043
823
1402.2784
1.01
1.720901
224
381.6651
01
0
4/9/981 0.2388
686
1366.2321
5.04
10.037621
172
342.5538
01
1
0
5/7/981 0.1972
1 7691
1264.7343
i 1.0911.7926661
250
411.1621
l
6/4/981 0.22891
6801
1298.13771
'
3.791
7.2352091
140
267.2636
01
1
#VALUEI
i
#VALUE!
l
1 #VALUE! 1
1
#VALUE!
1'
;
i
AVERAGE
0.239038
##
711.9167
' #VALUEI
##
6.302308
#VALUEI
##
193.4167
#VALUE!
##
0.001333
#0IV/01
##
#DIV/01
#0IVl01
##
4011//0I
# DIV/01
##
0.002
#VALUEI
##'
0.00675
0.005016
MINIMUM
0.1888
0
498
##VALUEI
0
0.1
#VALUEI
0
30
#VALUEI
0
0.001
0
0
0
0
0
0
0
0
0.002
#VALUEI
0,
0.002
0
MAXIMUM
0.3162
0
1178
#VALUEI
0
28.5
#VALUEI
0
289
#VALUEI
0
0.002
0
0
0
0
0
0
0
0
0.002
#VALUEI
0
0.02
0.033694
new limits
.497#
1850
168
1000
.003 wk
.005 daily
.005 wk
.02 daily
0.1'

Wlmon198
0.5
i
2.3
m/o
i 1 0.6 2.761 i
c?1 i<?1NI mgil ;NI Ibs le?!.<?17.tt mg/l Ibs 'TKNmg1 ITKNIbs
i i 0.00310.004724 1 0.2110.330664 i 65 102.3485
1 0.003 0.005339 f 0.31 0.5517241 441 78.30926
1 0 i j ! 01 741 186 9995
I 01 641 168.7749
t i t 1 1 '
0
83
(
6.0-11.0
pH
7.91
8.4
9.5
7.251
0, 10.02
131.3141
0
9.15
NO3 !NITRITE tO&Qmg/ !,CODmgI ICOD1bs.
0
0
0
0
IALKmiCOND.
1500
364
1250
7.51
362
1100
#VALUEI
#VALUEI
0
0
78.47
172.41771 8.5
0.02
0.033694
0
0
0.25810.434647
0
114
78.14
192.0535
133.1398
8.1
8.9
1
1
01 87.9
1
1 86.92
1 1 1 71.71
175.0609
142.9528
136.8963
0
6.9
10.2
10
i ! 1
1
1
1
1
#DIv10I
0
0
#0Iv101
0
##
0
0.008887
0.003
0.006251
0
##
0
#DIvroi
0
#DIVroi
0
0
0.259333
0.21
0.188148
0
77.01273
44
#VALUEI
#VALUEI
1
6.9
#ON/OI
0
#DIV/01
0
#DIV/OI
0
#0IV/0I
0
0
0
0
0
0
0
0.02
0.033694
0
0
0
0
0.31
0.551724
114
0.5
2.3
#VALUEI
10.2
0
0
0
0
0

WImon298
Go\d Signature.
Pippee No. 01 limits i 1850
City Monfon.4970 trc 2590 ,
Data !Flow i <'C m Ibs <?
7/23/981 0.3288 600 1644.31
1998
166
199.2
NH3 mglITNH3 Ibs le?
TSS mQ/I
2.41 6.577261
8/13/981 0.3195 370 985.913 0.131 0.3464
9/9/98 0.31581_r 2100 5530.92 1 101 26.3377
10/14/981 0.2788 780 1813.6514 I 0.11 0.23252
11/24/98i 0.231 560
1078.8614 1 0.11 0.19265
360
320
1300
170
1000
1000
0.003
1400 I daily
0.003
Milts 1 <?, Cd mgf 1 Cd mg/I , <?'
986.588e<
852.6816 <
3423.901
395.2826
1925.54
0.0011
0.001
Self Monitor
7/8198 0.2726
8/6/98 0.3075
9/3/98
0.3111
10/22/98 0.3129
11/5/98 0.2832
617 1402.74
386 989.916
356 923.668
633 1651.87
694 1639.15
12/3/981 0.2273 803 1522.23
12/17/981 0.2268 335 633.657 E
12/23/981 0.24091
4.16
9.45769
1.67 4.2828
7.03 18.2399
5.9 15.3966
4.341 10.2506
222
112
214
120
128
504.7134
287.2296
555.2388'
313.1503
302.3217
0.002
0.921 1.74403
184
3191 640.9051 ; ' 't
348.8055
1
0.012
daily
<? 1 I <? en nigh I Cn Ibs
ei,,;!1 ly , iiisiE f 'p i` '' 1+ ijt „ti.1;t) < '0.0020.0021 0.00533� i'i'i',pi, � ..
''<t i1%ii +tiii0?1
. ,•'ii. r i.: t q ' ei .10 1C ,;.il' ill.' li1 tilts
to ,t., t }} ;;1t..
�: -1 . t.:+,lit`: :EI ii".. i%';. ill c:�l::a�E.Si':i
i.:iJi7.31ii�::-�ajoi,.41(1,:itltrir;i1, s2 }I•ti:l:iii�z ilij i:!>1pi1:t;l�317',c 'ills i4+. i ti�i{!rt;iiii i He's: 1+ift }ij ;I . Ili •ii±i lit �•- iJ i I 1 1�
Felt .flit jl�;''i;iiia=l j ji t1e�;•�e, ta�1l4T
, i:le ii##1, li I}l tl�l ? i ii i i':aii `s_ti1# •i;F��si.
',i1 . 91 11!` 1i, t1#i 1i ' i{. Pill 1 t xslt! fail
t+! tF9' .ii' 1`j'S F if4` : i ,t31i,.::pt 4�l ':' i U <
1 ,1,?4.11 1 - , . Ali, . i .,? �r9 1., Af ?ii F.i Y
it ill-lllii:;c !If, 11Ft, i' )i4 11411.;vi 1,, ,ii ?1fiFl.
i #t .„ ni opal. .11 is° 11 .lit 4ttii3' l itili11
i11e+111 Fe# . l . l .i t 1 �.;! 1 :;f1. iilsi lliiiiii#.
.;is-?:,.L,1t: its;shies!.= F: 1 -at1:=•:if=' Fi4- '3�1•t%F� 1 1
.` V i:i+,i,-- hulks Fi is i1: _'A :lei, iii ijiiii!s;;
:'.ii
:i:l:iji i;,�1j?lii<,:%slSa@ .lire ij• .:?lei+.:1 0111,4614,1i
� } 7
11 i i!!s _
ii !.al1: si j.Fi 3: ,:3�: Il i1.1;i.t
1##1 'i� i il8 ! 1 iililtit ',: 'F lit tiioAL
IN t/Fs 1 1 iLI;,W 1 t i#r F z11111=- 1 1 s,la [1it1
3 1 Gltif11t I I I1I 1I 01 Pi:
0.002
0.00513
<?
Pb mg/l
0.005'
0.005
1
0.1
0.12
Pb Ibs
0.0137
0.01332,
0.02
0.05129
tilfi ;lt l 1: 1 i lj f1[1_
in in tsil pliil iF 1 f. l}t
:'i sit st ; 001 1. Fl11111 .!t, fEl 1j1i°i
(I%`1I 1 is 1 :si=i444_ 3 :"}i
3�
ii arms. ii= 1 _�.etl n: r- file Pittl=
:s# 10;ii -` (i'tlis°'ii ►ti. 1' i1: tlllstili ':jlf'H;ff,
.;.i 111. i�ti:Is:,: itp�!-==. Ti "tI;:1tI: tt 040141.
iF+s':iity ll' 1;41iil:il'# }`yl_i's:ii±►ii+itf i.!.l1i!! "
*IL '1ii:„'/11: •!i s' IlS t;; a i:-ti# j.:;t;. " sill gird
ti , 'l' r tt' 1�131:I1 s'!i. i1#i FiiF' .• slil 1'i
:1.I1;
fli} t +' 7,11 i+
t tlitMI ME - 11 .l ifi:1 ltl'111�111E1 fit
Rill 1 11 tE llilifsflllt!C I 1 111t�E11f�tilll IlL I
41 Alit it hell 11:1 1!; 1t:,. ►i {jj1ii10(111l
�116 11 111111 ;Irk tit I11113111i i
i ;j " 11ts11 i:= :1 31i. 1 111 1i
## #OIV/0 #DIW01 00 #13IV/01 ••91V/01 ##
0
1
AVERAGE 0.28123 ## 657.923 1573.68 ##
MINIMUM 0.2268 0 319 633.657 0
MAXIMUM 0.3286 0 2100 5530.92 0
3.34091
0.1
8.45983'
0.19265
10 26.3377
0
0
375.455
112
1300
899.6778
287.2296
3423.904
0
0
0.00133
0.001
0.002
#03V/01
0
0
0
11Iit/ I
ill t ilt�,4
0 0 0 0 Ot 0
0.002
0.002
0.00531
0.00513
0
0.01 0.02611
0.005 0.01332
0
0 0 0 0 0
0.002
0.00548
0
0.02 0.05129
new limits .497# 1850
7.7 Vo
166
1000 .003 wk .005 daily
1Z.P9'0
TRc.
.005 wk .02 daily .
0.1

e
Wlm on298
0.5
2.3
0.6
2.76
m/o
6.0-11.0
'?! Nl mg/I
Ibs ie'fi
got 1 /TIT • r
el, Zn mq/l izn Ibs
TKNmg/
"webs
PH
NO3 NITRITE
.38 1.0414
74.8
204.991
0.005 0.01332
7.8 20.7841
6.8
18.1195
6.09 b1=• ti;tilsw=
A
51 13.1689
781 181.365
120
231.185
6.01 .lt1
;1
6.12 t1p;1, t�r 41e
6.38t^11%1il+iii
-iEa1 'ii.i ')� '1 1.
:.fli11;
"111f!Ti; i11'
±1
Caning/
111
i 1=11
•i1)
(
111
1<
0.02 0.05129
0.154 0.39494
0.103 0.26879
0.141. 0.33303
66.63
55.7
83.6
71.7
-;.Il11i1
f1i1 4i! '1 'EIi'i4( ;I
1411)11ta 1'411.
1 14I1ie1 1i1 f 1'
►.if1ff11114 114f1iE1
252.357 8.2 ?S d�q�l? il?l44e�e','� 1��
170.876 7.3?iflifl l=, 1; i'`{ l!
144.518 7.2 1'.1 { :i1mitia4)1111111,14,10,.218.1616.2z1#>169.347'6.7 +'{tE;11EEI €4 (31ioii;falf}
150.328 6.6 ' i
7.5 ii' .i1;i 1i 19 2:$I$ :l$t t.
444; lffi
79.3
7.1 *1!10!1
li!1113P, 14 1'i�l6:l1 111(f41411ti6
�
' iE15i" :411 1 {�i.{I.li�:i<;.:if1ii:t!:;;
:i 1';#i.i 111�i'fl I j? 111161
1^,i1f
-'1 I+'1F 1 1.;4 4;ilk! ai t
1't411 i;11 144;;1113ftl1l. i�#s;11.1;:1
tq# 914.ii+}1 1 it1, 111Y
! 1�6 : i }s 1 f f oiQ �1I~
0 t I11 all
at Ti+a
1I
'51
1111111J11'�1
1lltlalil.
101111111W
i3111 1 .111 141411 :
41E#
91i3:a;1s
1=1
11
=Dmg/
CODtbs. Tamp c / .K mgl COND.
i;; f ' 11;i'11 . t" iliPi +'1
'1i�ir..�11.!-i.l+ 1.3E l+'`s#t
i i;1i -! i111aji:$4 f111/:di;il:'u
;1�41+ 11;11111?,:;llia:ti
lc,::
18
1! Ill! 1! 1;
1E1i;is'31.1P
;1i1,411444
1111o4(4411
1111 ii:3i;111{ '1;E1,1I111-
I ',#?ii?i1 =:1. 04 .1i413.1 I#i 41 ii4 f 1 111i�111 sja 1, i,li9il 31 11 :i1 1'1111ii
'Jiff 1'l.l 4 ii !i1: 1 t,iiE;.:. = 1 Iffi'131 1�1 ;t,1
11� : Ili i ii 111 ! 11611
'1414 111 if1!;411 1I i
�-114'111 i 1E iii g1i111 i ff1!1'1It4 If'1 + 1l
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;1 1 El"' 14 `l1 I g-i i f r � l[ 111
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lft •
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".1 4991 I st E1sl!al ffl9 1 :iT 11i 1 Iltlt 11 `.'11'-
' 019411t4; 1f411K11' i11j 1 i i lei 44tsar;:"'
t,� iti: .;f, to.
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• sip ;lijal ; I':4 1 i 1 4 ;,lit1lli I i1 1 rig:,"„1- Hf13 E 1 fl 1i14
f111.,.! �:1, 1 T 1 ►l i
-5?JIt 33
#DIV/0I
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## 0.009 0.02337
0
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00
0 0.02- 0.05129
0
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1.7156
0.103
4.56445
0.26879
0.5
7.8
20.7841
2.3
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68.4118
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t ; "r illilfi 111111 liflf11111 11Tll1111111flilll 1111lf1 Pia iT11Tii3Tl fT11l 1L1111J1
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252.357
Page 2
•11 i41 �i. lif ' 1
#OIV10I #DIV/01 #DIV/01
0
0
0 0
8.2 0. 0 0
0 0
01 0

FOR AGENCY USE
I
STANDARD FORM A - MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each
facility description. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw
material, the flow (in thousand gallons per day), and the characteristics of the wastewater discharged from the mdustrial facility
into the municipal system. Consult Table 11I for standard measures of products or raw materials. (see instructions)
1. Major Contributing Facility
(see instructions)
Name
Number 8 Street
City
County
State
Zip Code
2 Primary Standard Industrial
Classification Code(see Instructions)
3. Primary Product or Raw Material
(see instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this dscharge is
intermittent or continuous.
5. Pretreatment Provided indicate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
401a
401b
401c
401d
401e
401f
402
403a
403b
404a
404b
405
L.U. 'Davis In .) Inc.
l031 6%si Roo savor BW •
Mono)
Onion
Noe'Tyl^ frc o\inq
z8u2.
2891-1'19
?f oA 6i01
45vt
403c
403d
Quantity
It. 9
1. 3 thousand gallons per day
[: f fntennittent(int) r3 Continuous (con)
Er Yes . No
Urnts(See
'Table III)
•1•
Parameter
Name
Parameter
Number
Value

Dav198
L.D. DAVIS
Pipe No. 01 !Watts
75
1
20
0.0071
0.1
1
City Monitori 0.002
trci
105
28
0.00841
Date
I Flow
► <? I BOD mg/I
BOO Ibs
<?
I NH3 mg/I
I NH3 Ws
' <?
I TSS mgll
I TSS Ms <? As mg/I
I As tbs
I <? I CODmgI I CODtbs
I <? Cu mg/I
I Cu Ibs
I <? ICn mg/l
1/13/981
0.0019021
119401
189.4004
21.11
0.3347025
575
9.1210411
0.0061
9.52E-05
0
I 0.0881
0.001396
< ! 0.002
2/10/98
0.0029991
10847
271.30148
108.91
2. 7237 7
320
8.0037311
0.002
5E-05
0
0.13
0.003252
0.004
3/10/98
0.002597
40
0.8663592
18.21
0.3941934
312
6.757602
0
0
0
4/22/98
0.000523
660
2.8788012
3.51
0.0152664
16
0.069789
0
0
0
5/14/98
0.0005
501
2.08917
2.91
0.012093
12
0.05004
0
0
0
6/4/98
0.0005
809
3.37353
4.5
0.018765
10
0.0417
0
0
0
0
0
0
0
0
Self Monitor
0
1/28/981 0.002439
11000
223.75386
0
0
0
0
1/20/981 0.0039531
12000
.;95 5182
0
0
01
0
0
2/3/981 0.0020361
1 76001
129.049821
1 0
0
01
0
! 01
2/18/981 0.003391
i
! 11000
.311.0903
0
0
0
01
0
3/25/981 0.0035991 18000
E o 2E'. 9
I
of
o
o
I o
I
01
1
3/31/981 0.0016391 I 130001
177700381
i 01
0
01
1 01
i 01
1
326/981 0.0006091
I 7000
35.553421
1.21 0.0060949
5
0.0253951
1 0.0031
1.52E-05
0
0.0171 8.63E-05
0.005
5/14/98
0.0005
450
1.8765
1.71 0.007089
2
0.00834
0.003
1.25E-05
0
0.068
0.000284
0.005
6/29/98
0.0005
1100
4.587
0
0
0
0
6/30/98
0.0005
1300
5.421
0
0
0
0
0
0
0
0
0
0
0
AVERAGE
0.0021732
#1$
8116.417
42.719067
##
26.51667'
0.2915658
tit207.5
2.003659
*it0.004
121E-05
-
0
#01V/01
0
##
0.109
0.000387
•##
0.003
MINIMUM
0.0005
0
40
0
0
2.9
0
0
10
0
0
0.002
0
0
0
0
0
0.088
0
0
0.002
MAXIMUM
0.003953
0
18000
' 271.301481 0
108.9
2.7237698
0
575
9.121041
0
0.006
9.52E-05
0
0
0
0
0.13, 0.003252_ 0
0.004,
Page 1

Dav198
0.0009
i
0.01
i
0.0002
1
1
1
6.0-11.0
1.96
Cn Ibs
<? 1 Pb mg/I Pb Ibs
<? Hg mg/1
Hg Ibs ►c? IZn mail Znibs <? I PHENOL
<?
COND.
1 ALK.
1<?
[PH
I____i,
3.17E-051
0.0051 7.93E-05
<
: 0.00021
111 0.1744891
6.161
0.0001
0.0061 0.000151
a0004
101 02501171
8.161
0
0
0
2000
7.26
0
0
0
1500
7.91
_
0
0
0
850
144
9.1
0
0
0
475
162_
8.21
,
,
0
0
<
0.0002
0
0
0
<
0.0002
01
0
0
0.00044
01
0
0
< 1 0.0002
0
01
0
f 0.0032
I
01
0
0
< 0.00021
01
2.54E-05
<
0.002
1.02E-05
<
! 0.0002
0.0591 0.00031
2.09E-05
0.003
1.25E-05
<
0.0002
0.06
0.00025
8
0
0
<
0.0002
_
0
0
0
<
0.0002
0
0
0
0
0
0
0
1.1E-05
#i
0.0055
1.91E-05
##
0.000625
#D11//0!
IS
10.5
0.035384
##
#DN/0!
#DN/0I
##
1206.25
153
##
0
0
0.005
0
0
0.0002
01
0
10
0
0
0
0
0
475
144
0
6.16
0.0001
0
0.006
0.00015
0
0.0032
0
01 11
0.250117
01 0
0
0
2000
162
0
9.1

Dav298
L.D. DAVIS
Pipe No. 01
limits
75
1
20
0.007
0.1
City Monitor
0.002
trot
1051 I
28
0.00841
I
f
Date
!Flow
I <?
I BOD mg/I
BOO lbs
<? I NH3 mg/I
I NH3 lbs
<?
1 TSS mg/I
TSS lbs
t <?
As mgf ; As lbs .
<?
1 CODmg/
COOIbs
14?
Cu m JI�Cu
lbs
I <? Cn m JJ
7/23/98
0.0005
1 6801
2.75221
4.9
0.020433
5i
0.02085
<
0.0051 2.09E-05
:; 3!!;i# 113lld,1il''11;1)
i l.q.
0.084
0.00035
<
0.002
8/11/98
0.0005
23
0.09591
<
0.01
4.17E-05
15
0.08255
<
0.005
2.09E-05
1'4)1
l;zlaflli=+�
ll lli;i
<
0.01
4.17E-05
<
1 0.002
9/4/98
0.0005
>
71
029807
8.8
0.036698
8
0.03338
ii!`;
lilt's
;lim1S
its
10/7/98
0.0005
1700
7.0891
11
0.04587
<
1
0.00417
; ,'
l t3l
lli#sii±3;;
1 ZH 5198
0.000 38
781
0240859
4.6
0.014578
5
0.015846
ilk
.
!1
Itliiififfn
' liill
� ii
?'
iii
i •► Jl1lll13lu
11111fia/ll€.'�,
.; i 11
trill's
.,+!1 l}ifi---
Li,p iiljil;Iyl,m
touts
+a1L
U
.
i lit!I
mow
riH;f ij lli;i!
Self Monitor
�l ! li
l��i'lll
I:
? lsllz;1
9/23/98
0.0005
22001
9.1741
0221
0.000917
4
0.01668
0.005
2.09E-05
I!
, ii41i
it
l i liis1t
•
+
0.17
0.000709
I 0.005
12J28/98
0.0004941
14001
5.7679441
32
0.013184
41
0.01848
_
0.003
1.24E-05
l lii ttlllii11.?
i:3If;;d► i;,1i
0.1
0.000412
1 0.005
12/29/98
0.00051
-
`slam
1,
_ ?;,;: t l:
i' l;l Hits
° ie
1i=ii iolimi
li•'hlig l�l
;110011i l i
_
7
%ll.a�
l ti
l l>ig
t 1
II i!
1 99 IU1II
1al/�l�}ldllti!!:
AVERAGE
0.00048425
88
875.7143
2.094.808
88
4.875714
0.018817
410
6
0.024277
88
0.0045
1.87E-05
49
#01V/01
#DIV/0!
4#
0.091
0.000378
4*.
0.0035
MINIMUM
0.00038
0
23
0.09591
0
0.01
4.17E-05
0
1
0.00417
0
0.003
124E-05
0
0 0
0
0.01
4.17E-05
0
0.002
MAXIMUM
0.0005
0
2200
7.089
0
11
0.04587
0
15
0.08255
0
0.005
2.09E-05
0
0 0
0
0.17
0.000709
0
0.005

Dav298
0.00091
0.01
i ►
0.0002
1
1 1.96
8.0-11.0
Cn Ibs , <? I Pb mgil I Pb Ws ( <? I Mg mg/l !Mg lbs I <? 1Zn mg/I I2nibs I <? I PHENOL
8.34E-081 0.00541 2.25E-051< i 0.00021 I 0.16T 0.000667
0.0081 3.34E-05I 1 0.00/81 I 0.131 0.000542 f
8.34E-061
i 1 I
1
1
1 <?
COND.
IRO,1,1 �I"i !}hl1li•i111;�ii3i1
ail h• . #i4# 1111?1tI!!+'ii;t''
41 i tiT 1i i
11�
2.09E-05
0.32
0.00133414
2.08E-051 <
0.002
824E-081 <
0.0002
028
0.001168
0.00021 ! ! 0.0621 0.0002551
I < 1 0.00021
1
1'1
i
I
ii illi11110
I:111i311l111�ii) 1�+11.
s'��jll ilall,l;,; 9i1`i#I11t1Sf3 1_i+1 i13ii,±.
vio±?`l1i # 7! 1! ;1 i� 1ilt
1� �• ! w' 11
;1;i114111i1ig 11311111111ij 1111101i#1 111
s?;!1silstl?11{1�'$11#ii�++s111° ill. WHIP!
ALK. i<? jpH j
8.681
7.511
r11111111ki t
8.331
9.81
1
+i;i1'•i;' I I f
+It that f•;"
' i I
1
I
1.45E-05
8.34E-06
2.09E-05
48
0
0.08385
0.002
0.00035
8.24E-06
01 0.32, 0.001334
88
0
0
0.00048 401V/01 1 ##1 0.158
0.0002 01 o 1 0.062
0.0018 01 01 028
0.000658
0.000255
0.001168
## 49
0 49
01 49
Page 2
#DMVOI ## #01V/01
O 0 0
O 0 0
#DIV/01 #Ilt
0 0
0 0
6.33
9.6

FOR AGENCY USE
I I
1 I I
STANDARD FORM A - MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each
facility. description. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw
material, the flow (in thousand gallons per day). and the characteristics of the wastewater discharged from the mdustrial facility
into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions) •
1. Major Contributing Facility
(see instructions)
Name
Number 8 Street
City
County
State
Zip Code
2 Primary Standard Industrial
Classification Code(see Instructions)
3. Primary Product or Raw Material
(see instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this discharge is
intermittent or continuous.
5. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
401a
401b
401c
401d
401e
401f
402
403a
403b
404a
404b
405
Oro (41%nu-f m*urin' Co.) Inc.
Soot) Si,i S4r«*
Mont-oc
Onion l
Nor4\ Coro\'*r c
3y9II 1118
s ie2k rift aTwl
4u1)u1Rr rn.ica
si«1
a�vxi nu,
403c
403d
Ouanti y
1,90
L. 3 thousand gallons per day
Intermittent(int) [] Continuous (con)
Er Yes - D No
403e
403f
Units(See
• Table III I
Parameter
Name
Parameter
Number
Value
f•

Oro198
ORO
limits
mo. avg
I
Pipe No. 01
0.004
3
0.843
12
0.003
1 1.5
0.05
1.37
0.045
City Monitor
trc
.
+
i
1.644
0.0541
Date
s Flow
<71
BOD mg/I
Bab Ibs <? 1 NH3 milli rNH3 Ibs i<? 1TSS mg/I
1TSS Ibs <? ICd mgll
Cd Ibs <?,Cr mg/1
Cribs
I<?
Cu mg/I
Cu ibs
<?
3/23/98
no flow
1
3/24/98
no flow
#VALUE!
#VALUE!
#VALUE!
1
N/A
#VALUE!
#VALUE!
3/25/98
0.00071
2+
0.011676
1
10.005838
26
0.151788
< 0.001
0.005
292E-051
0.25
0.00146
326198
no flow
Self Monitor
1 /13/98
no flow
1 /14/98
0.0041
1 16
0.533761
1 0.2
0.0066721
8
0.26688
<
0.001
N/A
0.00121
4E-05
0.13
0.004337
1 /15/98
no flow
1 /16198
no flow
4/13/98
no flow
+ .
1
4/14/98I
no flow
1 #VALUE! ' .
#VALUE! ,
#VALUE! !
I
N/A
#VALUE!
#VALUE!
4/15/98
0.00391
4
0.130104
< 0.1
0.0032531
65
2114191
0.001
N/A
0.022
0.000716
0.32
0.010408
4/16/98
no flow
#VALUE!
#VALUE!
#VALUE! I
N/A
#VALUE!
#VALUE!
AVERAGE
0.002867
##
7.333333
#VALUE!
##
0.433333
#VALUE!
##
33
#VALUE!
##
0.001
#DIV/0l
##
0.0094
#VALUE!
##
0.233333
#VALUE!
##
MINIMUM
0.0007
0
2
#VALUE!
0 0.1
#VALUE!
0
8
#VALUE! 10
0.001
0
0
0.0012
*VALUE!
0
0.13
#VALUE!
0
MAXIMUM
0.004
01 16
#VALUE!
01 1
#VALUE!
0
65
#VALUE! 1 01 0.001
0
01 0.022
#VALUE!
0
0.32
#VALUE!
0

Oro198
1
1
1.48
0.06
0.002
0.15
0.005
!
0.3
0.01
0.3
0.01
1.5
0.0516.0-11.0
Cn mgll
Cn Ibs
<?
Pb mgll
Pb Ibs i<?lAlk
mgl COND. <?
NI mgil Ni lbs
<71Ag
mg/l
Ag lbs
I<?!Zn mgll
(Zn Ibs
1pH
j•
l #VALUE!
I #VALUE!
#VALUE!
#VALUE!
#VALUE!
0.008
4.67E-05j
0.004
234E-05
310
0.0041
2.34E-05
<
0.002
1.17E-05
0.084
0.00049
8.48
0.008
0.000267
<
0.002
6.67E-05
0.006
0.0002
<
0.002
6.67E-05
0.069
0.002302
6.7
1 #VALUE!
#VALUE!
#VALUE!
1
#VALUE!
1
#VALUE!
0.0031
9.76E-05
0.007
0.0002281
0.019
0.000618
<
0.002
6.51E-05
0.13
0.004228
6
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
0.006333
#VALUE!
##
0.004333
#VALUE!
##
#DIV/0!
310
##
0.009667
#VALUE!
##
0.002
#VALUE!
##
0.094333
#VALUE!
0.003
#VALUE!
0
0.002
#VALUE!
0
0
310
0
0.004
#VALUE!
0
0.002
#VALUE!
0
0.069
#VALUE!
6
0.008
#VALUE!
0
0.007
#VALUE!
01 0
310
0
0.019
#VALUE!
0
0.002
#VALUE!
0
0.13
#VALUE!
8.48
Page 2

Oro298
'ORO
'Pipe
limits
_
'
No. 01
0.004
3
0.843
121
0.003
1.5
0.05
1.85
0.045
City Monitor I
i
Z22
bate
Flow
<?
C
o Ibs
;<?
7iH3 mall
NH3 lbs
<?
CITS8 mg#
1TT8 Ibs
<?
Cd me/1
I Cd Ibs I<?
,Cr nigh 1Cr
Ibs
1<?TCu
mgll
Cu Ibs
8d24188
no flaw
1
8/251981
no f1OW
!!
7.0t E-05
8126198
0.0007
10
0.058381
0.17
0.000992
, 9
0.052542
<
0.001
I <
0.01
5.84E-05
0 012
8/27/98
no flow
-
Siff Monitor
I J
..
7/14198
no flow
'
7/15198
0.0007
2.6
0.0151791<
0.1
0.000584
36
0.210168
<
0.001
NIA
0.018
0.000105
0.01
5.64E-05
7/16198
not ow
j
N/A
1
7/171981
no flow
1
N/A
10/19/98
0.0041
i 22
0.073392
0.1
0.003336
131
0.43368
<
0.0011
N/A
0.0031
0.00011
0.0521
0.001735 ,
'
i
AVERAGE
0.0018
##
4.933333
0.048984
##
0.123333,
0.001637
##
19.33333
0.23213
#f#
0.001
#D1VK3l
##
0.010333
8.78E-05
##
0.024667
0.0006211
MINIMUM
0.0007
0
22
0.015179
0
0.1
0.000584
0
9'
0.052542
0
0.001
0
0
0.003+
5.84E-05
0
0.01
5.84E-05
MAXIMUM
0.004
0^
10
0.073392
0
0.17
0.003336,
0
36
0.43368 0
0.001
0
0
0.018
0.000105
0
0.052
0.001735
IIm9/92198 _
0.004
3
0.843
121
0.003
1.5
1.88

Oro298
V
0.06
0.002
0.15
0.005
0.3
0.011
0.3
0.01
1.5
0.05
6.0-11.0
T
I
1
<?
Cn mgll
Ca lbs
<7
Pb mg]
Pb Ibs
<?1A1k
imp, COND.
1<?
NI ingll
NI Ws <?
Aq mga
lbAt_
<?tn
mgil
Zn tbs
1
1P
i
l
fi;siin'
1
i 1
I
;sue
_
',Hi
±
- tilt
1111
I1'
1.
II
<
0.002
1.17E-05
<
0.005
2.92E-05
:
AIM. P1.
03
.i1�1�
<
0.005
2.92E-05
<
0.002
1.17E
0.043
0.000251
7.641
' ,+
`
11111311111111111111#
1'
it
-
RI
_
11111I111
1t[1�}
1i1
111141111M'
1[r ENV
.11
III
0.009
5.25E435
0.0291
0.000169
f Bitlittillinfill
1l1
till!!
0.005
292E-05
<
0.002
1.17E-05
0.12
0.000701
6.87i
1
:1;i
111
` 11111
ti.11n
1
.'
-
t'}'
ill
til:Ir
t
1''
< ! 0.0021
6.67E-05
< , 0.0021
6.67E-051
k .-1;
1%
'11i
411_4,
t 1',
<
1 0.002
6.67E-05
<
; 0.002
6.67E-051
0.021
0.0006671
7.03
I
0
1!1's
1
t11i111t1
i
i 4
i j:
IF
I II11filll
il'
'
I:
11
1'II
'1111I11.11I11111'1111II1
##
0.004333
4.36E-05
##
0.012
8.84E-05
##
#01V/01
#Q1V/01
##
0.004
4.17E-05
##
0.002
3E-05
##
0.061
0.00054
0
0.002
1.17E-05
0
0.002
292E-05
0
0
0
0
0.002
2.92E-05
0
0.002
1.17E-05
0
0.02
0.000251
6.87
0
0.009
67
6.E-05, 0
0.029�
0.000169
0
0
0
0
0.005
8.67E-05,
0, 0.002
6.67E-05
0
0.12
0.000701
7.64
0.08
0.15
[ 0.3
0.3
1.5

FOR AGENCY USE
1 I
i
STANDARD FORM A - MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each
facility description. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the mmaaj�oor product or raw
matenal, the flow (in thousand gallons per day), and the characteristics of the wastewater discharged from the ndS stria] facility .
into the municipal system. Consult Table III for standard measures of products or raw materials. (see ins)
1. Major Contributing Facility
(see instructions)
Name
Number 8 Street
City
County
State
Zip Code
2 Primary Standard Industrial
Classification Code(see Instructions)
3. Primary Product or Raw Material
(see instructions)
Product
Raw Material
Fbw Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this discharge is
intermittent or continuous.
5. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
401a
401b
401c
401d
401e
4011
402
403a
403b
404a
404b
405
SWAIN son S11cc.1 tnc.rc 1
32,0 Zc-oosnt.
Monco c
union
Mor-1-1, Co0.e1.in
1$110
3M LN
So4� 1,r4 ss
Co9Pc1.
403c
403d
Ouantav
3 019
0.16 5 thousand gallons per day
Intermittent(int) Continuous (con)
[Yes . No
.403e
403f
Unas(See
Table 1111
Parameter
Name
Parameter
Number
Value

Swans198
Swanson
limits
mo avg
Pipe No. 01
0.001
1 0.834
1
0.417
0.003
0.69
0.005
1
0.0003
0.11
Clty Monitor
trc
0.0036
Date
► Flow
<? r BOD mgll I BOD Ibs
<? I NH3 mg/I 1 NH3 lbs <? I TSS mgll
I TSS 1bs <?
Cd mgll
Cd Ibs <? Cr mg/I
Cr lbs
1 <?
I Cu mg/l !Cu Ibs <? ! Cn mgll
3/23/981
0.000131
111 0.0119261
I 11 0.0010(341
661
0.0715571
0.002
N/A 1
0.04
4.34E-05
1 0.031 3.253E-05i
0.002
3/24/98
0.0001
241 0.0200161
1 1
0.000834,
2181
0.181812
0.003
N/A
1 0.093
7.76E-05
0.07
5.838E-05i
0.002
3/25/98
0.03008
41 0.002669
1
0.003667
10
0.006672
0.003
N/A
0.075
5E-05
0.042
2.802E-051
0.004
3/26/98
0.0002
9
0.015312
1
0.001668
122
0.2034961
0.008
N/A
0.26
0.000434
0.31
0.000617
0.002
Self Monitor
0.002
3/10/98
0.00018
4.4
0.006605
<
0.1
0.00015
6
0.009007
<
0.001
N/A
0.002
3E-06
0.007
1.051 E-05
3/11 /98
0.00019
4
0.00E 338
<
0.1
0.003158
4
0.006233
<
0.001
N/A
<
0.002
3.17E-06
0.007
1.109E-05
0.003
3/12198
0.00018
3.8
0.005705
<
0.1
0.00015
2
0.002002
<
0.001
N/A
0.002
3E-06
0.007
1.051 E-05
<
0.002
3/13/981 0.000191
6.21
0.009825
<
0.1
0.003158
6
0.009606
<
0.001 I
N/A
<
0.002
3.17E-06
0.007
1.109E-06
<
0.002
6/24'98!no flow
I #VALUE! ]
#VALUE!
#VALUE! I
N/A
#VALUE!
1
#VALUE!
61251981no flaw
i
#VALUE!
1
#VALUE! 1
; #VALUE! 1
I I
N/A
f
#VALUE! .
1
#VALUE!
626/981no flow
1 #VALUE! 1
#VALUE! I
1 #VALUE! 1
1N/A
1
#VALUE!
1
#VALUE!
6/271981no flow
#VALUE!
1 I
#VALUE!
#VALUE!
1
1N/A
1
1
#VALUE!
#VALUE!
1
AVERAGE
0.000156
##
8.3
#VALUE!
##
0.55
#VALUE!
##
54.25
#VALUE!
##
0.0025
#DIV/01
##
0.0595
#VALUE!
##
0.06
#VALUEI
##
0.002375
MINIMUM
0.00008
0
3.81 #VALUE!
0
0.1
#VALUE!
0
2
#VALUE!
0
0.001
0
0
0.002
#VALUE!
0
0.007
#VALUE!
0
0.002
MAXIMUM
0.0002
0
241 #VALUE!
0
1
#VALUE!
0
218
#VALUE!
0
0.008
0
0
0.26
#VALUE!
0
0.31
#VALUE1
0
0.004

Swans198
0.24
0.0009
0.2
0.0009
0.0002
0.5
0.0005
0.35
0.0029
0.5
0.0037
6.0-11.0
1 0.00444
COD mg
!COND.
260
$ALK mg/
Cn Ibs
<? Pb mgll
Pb Ibs ;<?
Hg mgll
Hg Ibs <?
Ni mgll
;NI Ibs
<?! Ag mgll
Ag Ibs
<?
I Zn mgll
Zn Ibs
JpH
2.17E-06
0.0041
4.34E-06
<
0.0002
N/A
1 0.015
1.63E-05
<
1 0.002
2.17E-06I
0.4
0.000434
6.12
1.67E-06
0.0121
1 E-05
<
0.0002
N/A
0.027
2.25E-05
<
1 0.002
1.67E-06
0.71
0.000692
8.38
470
2.67E-06
0.01
6.67E-06
<
0.0002
N/A
0.019
1.27E-05
<
0.002
1.33E-06
0.66
0.00044
6.8
280
3.34E-06
0.035
5.84E-051
<
0.0002
N/A
0.053�
8.84E-05
<
0.002
3.34E-06I
1.9
0.003169
7.11
320
3E-06
<
0.0021
3E-06
<
0.0002-N/A
0.004
6E-06
<
0.002
3E-06
0.18
0.00027
7.5
4.75E-06
<
0.002
3.17E-06
<
0.0002
N/A
0.003
4.75E-06
<
0.002
3.17E-06
0.17
0.030269
7
3E-06
<
0.002
3E-06
<
I 0.00021
N/A
1 0.003
4.5E-06
<
0.002
3E-061
0.17
0.000255
7
3.17E-06
<
0.002
3.17E-06
< ! 0.0002
N/A
0.0021
3.17E-06
<
0.002
3.17E-061
0.14
0.0002221
71
#VALUE! 1
1 #VALUE! 1
!
N/A
j
#VALUE!
1
1
#VALUE!
#VALUE!
#VALUE! 1
1
#VALUE! 1
1
N/A 1
#VALUE! 1
1 #VALUE!
#VALUE!
#VALUE! 1
1
#VALUE! 1
i
N/A
1
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!!
N/A
#VALUE!
#VALUE!
#VALUE!
#VALUE!
##
0.008625
#VALUE!
##
0.0002
#DIVl01
##
0.01575
#VALUE!
##
0.002
#VALUEI
##
0.54125
#VALUE!
#VALUE!
0
0.002
#VALUE!
0
0.0002
0
0
0.002
#VALUE1
0
0.002
#VALUEI
0
0.14
#VALUE!
6.12
#VALUE!
0
0.035
#VALUE!
0
0.0002
0
0
0.053
#VALUE!
0
0.002
#VALUEI
0
1.9
#VALUE!
8.38
Page 2

Swanson
omits
mo avg
'
Pipe No. 01
0.001
0.834
1
0.417
0.003
0.69
1
0.11
City no/Wor
t
r<71101:1
'
'
0.0038
Dila
P oar
moll
DOD ibs
<?
A NH3
NH3 �s
1
188 mgf$
188 [bs
<'I'Cd
alga
Cd ibs
'<?
Cr alga
Cr 16s
<7
Cu
Co 0�
<7
Co moil8125198
0.00015
26
0.0325284
0.82
0.000778'
8
0.010008
8.0038
NIA
0.48
0.0006
0.18
0.000225
<
0.001
8f26/98
0.00018
26
0.039031
0.1
0.00015
,
14
0.021017�
0.0011
N/A
0.13
0.000195
0.046
6.915
E 0
<
0.002
8/27198
0.00021
12
0.021017
< _
0.1
0.000175
12
0.021017
<
0.001
N/A
<
0.01
1.75E 05
<
0.01
9.75E-05
<
0.002
0.0021
i 8128/98
0. 019
5
0.007923
0.6
0.000412
10
0.015846'
<
- 0.001
N/A
<
0.01
1.58E-05
<
0.01'
1.38E-05
<
Siff Monitor
'
s
0.002.
7/7/98
0.00015
4
2.3
0.002877
0.4
0.0005
<
1
0.001251
<
0.001
N/A
<
0.002
2.5E08
0.018
2.25E-05
<
7/8/98
0.00019
2.2
0.003488
< _
0.1
0.000158
<
1
' 0.001585
<
0.001
NIA
<
0.002
3.17E-08
0.018'
2.54E-05
<
0.002
7/9198
0.00017
7.8
0.011059
0.3
0.000425
24
0.034027
<
0.001
N/A
0.011
1.56E-05
0.011
1.58E-05
<
0.0020.0079.
\- 7/10/98�
0.00017
5.6
<
0.1'
0.000142
33
0.048787
0.002
N/A
- '
0.009
1.28E 05
0.014
1.98E-05
<
0.002
12/9/98
0.00014
8.4
0.009808
0.3
0.00035
<
1
0.001168
<
0.001
NIA
<
0.002
2.4E-06
0.009
1A5E-05
0.002
12/10/98
0.00017
'
3.7
0.005248
0.5
0.000709
<
1
0.001418
<
0.001
N/A
<
0.002
2.84E-06
0.008
1.13E-05
0.003
, 12/11/98
0.00019
4.9
0.007765
0.7
, 0.001109
1
0.001585
<
0.001
NIA
<
0.002
3.17E-08
0.009
1.43E-05
0.002
12/8/98
0.00018
4.6
0.008906
<
0.1
0.00015
<
1
0.001501
<
0.001
N/A
<
0.002
3E-05
0.01
1.5E-0b
0.003
AVERAGE
0.000174
0'
'
9.041667
0.012965
#8
0298333
0.000421
88
' 8.916667
0.013101
0-'
0.001325
1
0
0.055167
7.28E-05
0
0.028417
3..85E-05
0
0.002167 '
BUY
0.00014
0
2.2
0 002877
0
0.1
0.0110142
0-
1
' 0.001168
0
0.001
0
0
0.002
Z34E-06
0
0.008
1.03E-0S
0
0.002
SUM
0.00021
0
26
0.039031
0
0.7
0.001109
0
33
0.046787
0
0.0038
0
0
0.48
' 0.0008
0
0.18
0.000225
0
0.003

'
i
0.2.
0.0002
0.5
0.35
0.5
8.0-11.0
aPb
'<'f
Cs lb*
c?
Pb mall
tbs
401
mgd _'kg
Ibs
id sigli
t01bs
<9
Ag me
Aglbs
<?
n mgli
n tbs /pl4
/C0D mg
CtOND.
mg/
- .�^;`^`f.'
2.5E-06
0.016
2E-05
<
0.0002
NIA
0.027
3.38E-05
•<
0.002
2.5E-06
1.2
0.001501
8
i :! ";- =
r' ;A.: ;
3E-06
<
0.005'
7.51E-08
<
0.0002
PUA
0.0088
1.32E-05
<
0.002
3E-06
0.44
0.000861
7.69►
'-::e;:r-
T•+Y '� : -.
, " y'K,-i
°�:�,� .'::
3.5E08
<
0.005
8.78E�06
<
0.0002
NIA
<
0.005
8.76E-06
<
0.002
3.SE.06
0.15
0.000283.
7.54�
�. -,: i»
� �"�.•==:- -.
3.17E-06
0.0054
8.58E-08
<
_ 0.0002
NIA
<
0.005
7.92E-06
<
0.002
3.17E-08
0.21
0.000333
8.88
r z°. a-"
" '1
- fit;
`.:. .e h •,:'��
m..". .
_ /---,. ~.--
. Z.5E-08
3.17E 06
<
<
0.002
Z.5E-08
<
0.0002
NSA
<
0.002
2.5E-08
<
0.002
2.5E-06
0.21
0.000233
7.50r-
,tx.. •I
-
; Y . ,..:,
0.002
3.17E-06
<
0.0002
WA
<
0.002
3.17E-08
<
0.002
3.17E-06
02
0.000317
7.5
. =
`: --
284E 08
0.004
5.67E 06
<
0.0002
NIA
<
0.002
'
284E-06
<
0.002
2.84E-06
0.11
0.000158
7.54
,.
, * . -
-�
2.84E-06
0.003
425E-06
<
0.0002
NIA
0.004
567E-08
'c
0.002
2.84E-06
0.017
2.41E-05
7.5A
.:.
1. •.
2.34E 06
<
0.002
2.34E-06
<
0.0002
t4IA
< '
0.002
2.34E 06
<
0.002
234E-08
0.17
0.000198
7
a -f': w
.�T
`
425E-08
<
0.002
284E-06
<
0.0002
NIA
<
0.002
2.84E-06
<
0. 002
284E-08
0.14
0.000/98
7
„
N r `
h� :
m�-
t -.
- a ,: _
r 3.17E-08
<
0.002
3.17E 06
<
0.0002
'NIA
<
0.002
3.17E-06
<
0.002
3.17E-06
0.19
0.000301
7.6
=
4.5E-06
<
0.002
3E-08
<
0.0002
N/A
<
0.002
3E 06
<
0.002
3E-06
0.16
0.00024
7
ks, -
-f -'-. 1.*-
"�;
;. :: -
�'
ti " ` ,�::
3.15E-06
1#
0.0042
5.98E-08
96
0.0002
#DNIOI
SP
0.005317
7.43E 06
8*0.002
291E-06
�
0286417
0.000371
2.34E-06
0
0.002
2.34E-06
0
-,
0.0002 0 0-
0.002
2.34E-06 ` 0
0.002
2.34E-06
0
0.017
2.41G05' 6
' 4.5E-06
0
0.018
2E-05
0
0.0002� 0, 0
0.027
3.38E-0S 0
0.002
3.5E-06
0
12, 0.001501, 7.80,
1

FOR ACEh CY USE
I I
STANDARD FORM A - MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each
facility description. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw
material, the flow (in thousand gallons per day), and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions) .
1. Major Contributing Facility
(see instructions)
Name
Number & Street
City
County
State
Zip Code
2 Primary Standard Industrial
Classification Code(see Instructions)
3. Primary Product or Raw Material
(see instructions)
Product
Raw Material
4. Flow indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this discharge is
intermittent or continuous.
5. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
401a
401b
401c
401d
401e
4011
402
403a
403b
404a
404b
405
A\\v4c
Zo' O As cfw Avcnuc
Plonro tr
Union
1461411 Cwre`in4
z$►>>
3V-11 , 33 56
TiT4111oirn
lieLA
403c
403d
Ouantity
303. 8
8 8. 3 thousand gallons per day
lntermittent(int)
[r Continuous (con)
[if Yes - No
403e
4031
Units(See
'Table 1111
Parameter
Name
Parameter
Number
Value

Teto1198
TELEDYNE
mo. avg.
L
1
I
1
Pipe No. 01 !limits
i 1001
i 1
1
0.811
1
1
City Monitor 1
1 ?
i 1
+ 1
i
Date I Flow
<?
MOD mg4TSOD Ibs <? N113 mg/I
I N H3 Ibs <? TSS mgll 1 TSS Ibs
i <? TCd mgll I Cd Ibs
<71 Cr mg/1
Cr Ibs
<?
Cu mg/1 , Cu lbs
<?
421 /98
N/A
N/A
1 N/A
7.28I
N/A
I N/A
N/A
I N/A
N/A
0.072
N/A
NIA
N/A
422/98
i N/A
N/A
N/A
3.64IN/A
1N/A
N/A
1N/A
N/A
0.045
N/A
N/A
N/A
423/981 N/A
N/A
N/A
3.781N/A
N/A
N/A
I N/A
N/A
0.061
N/A
N/A
N/A
424/98 I N/A
_
N/A
N/A
2.66
N/A
1 N/A
N/A
N/A
N/A
0.042
N/A
N/A
N/A
<
N/A
SELF MONITOR
3/31/98
N/A
N/A
N/A
1
N/A
N/A
NIA
N/A
N/A
0.005
N/A
N/A
N/A
<
4/1/98
N/A
N/A
N/A
1
N/A
N/A
�N/A
N/A
N/A
0.005
N/A
N/A
N/A
<
4/2/98
N/A
N/A
N/A
1
N/A
N/A
N/A
N/A
N/A
0.005
N/A
1 N/A
N/A
<
4/3/98
N/A -
N/A
N/A
11
_
N/A
N/A
N/A
N/A
N/A
0.005
N/A
N/A
N/A
<
4/21/98
N/A
N/A
N/A
1IN/A
N/A
N/A
N/A
N/A
0.005
N/A
N/A
N/A
422/981
N/A
N/A
1 NIA
1
I N/A
N/A
N/A
I N/A
N/A
0.005
N/A
I N/A
N/A
423/981
N/A
I N/A N/A
1
I N/A
1 N/A
N/A
, N/A
N/A
0.005
N/A
1 N/A
N/A
4/24/981N/A
i
1 N/A 1 N/A
11 N/A i N/A
I N/A
: N/A
N/A
0.005
N/A
I N/A
1 N/A
5151981
N/A
N/A
N/A
0.51N/A
1 i N/A
I N/A
N/A
1 N/A
0.005
N/A
N/A
N/A
<
5/6/98
N/A
N/A
N/A
0.51N/A
N/A
N/A
1 N/A
N/A
0.005
N/A
N/A
N/A
<
5/7/98
N/A
N/A
N/A
0.5
N/A
N/A
N/A
N/A
N/A
0.005
N/A
N/A
N/A
<
5/8/98
N/A
N/A
N/A
0.5
N/A
N/A
N/A
N/A
N/A
0.005
N/A
N/A
N/A
<
AVERAGE
#DIV/O!
##
#DIV/01
#DIV/01
##
2.113333
#DIV/0!
##
#DIV/0!
#DIV/01
##
#DIV/01
#DIV/0!
##
0.021667
#DIV/01
##
#DIVIO!
#DIV/0!
##
MINIMUM
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0.005
0
0
0
0
0
MAXIMUM
0
0
0
0
0
7.28
0
0
0
0
0
0
0
0
0.072
0
0
0
0
0

e
Te1o1198
•
0.24
0.361
0.15
1 1
0.3
1
50
6.0-11.0
Cn mgfl ICn Ibs
<?
Pb mgll Pb Ibs <71Hg
mgll !Ng lbs
<7 NI mgll 1NI Ibs <7 Ag mgll
Ag lbs
<?!zn mgfl
In Ibs FI mgll
pH '
0.0051 N/A
<
0.0021 N/A
N/A
N/A
0.251N/A
I <
0.002
N/A
0.141N/A
5.5
8.56
0.0041 N/A
<
0.0021 N/A
N/A
,N/A
0.141N/A
<
0.002
N/A
0.01
N/A
4.4
8.85
0.0071N/A
<
0.002
N/A
N/A
1 N/A
0.18
N/A
<
0.0021N/A
_
0.0088
N/A
7.7
9
0.002
N/A
<
0.002
N/A
N/A
N/A
0.12
N/A
<
0.002
N/A
0.0064
N/A
5.1
8.64
0.002
N/A
<
0.005
N/A
N/A '
N/A
<
0.005
N/A
<
0.005
N/A
0.04
N/A
2.3
9.2
0.002
N/A
<
0.005
N/A
N/A
N/A
<
0.005
N/A
<
0.005
N/A
0.05
N/A
2.7
9
0.002
N/A
<
0.005
N/A
N/A
N/A
<
0.005
N/A
<
0.005
N/A
0.02
N/A
2.7
9
0.002
N/A
<
0.005
N/A
N/A
1 N/A
<
0.005
N/A
<
0.005
N/A
0.04
N/A
3.1
9.2
NIA
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A IN/A
N/A
N/A
N/A
_
N/A
_
IN/A
N/A 1N/A
N/A
1N/A
1N/A
N/A
< 0.0051N/A
IN/A N/A
IN/A
IN/A
IN/A
0.0021
N/A
<
I 0.0051
N/A
N/A i N/A
+ < 0.005
N/A
<
0.005
I N/A
0.047
N/A
51
8.6
0.002
N/A
<
1 0.005
N/A
I N/A i N/A
<
0.005
N/A
<
0.0051 N/A
0.03I
N/A
9
9.2
0.002
N/A
<
0.005
N/A
N/A
N/A
<
0.005
N/A
<
0.005
N/A
0.04
N/A
7.5
8.7
0.002
N/A
<
0.005
N/A
N/A
N/A
<
0.005
N/A
<
0.005
N/A
0.02
N/A
5.5
8.6
0.00325
#DIV/0!
##
0.003667
#DIV/0!
##
#DIV/0!
#DIV/0!
##
0.08875
#DIV/0!
##
0.0035
#DIVI01
##
0.0394
#DIV/0!
4.1875
0.002
0
0
0.002
0
0
0
0
0
0.005
0
0
0.002
0
0
0.0064
0
2.3
8.56
0.007
0
0
0.005
0
0
0
0
0
0.25
0
0
0.0051 0
0
0.14
0
7.7
9.2

Te1o2198
t,
TELEDYNE
Pipe No. 02 f limits 1 1
311
24
355
0.003
1
0.26
0.05
City Monitorl.248 mgd !trot
4351
I 1
IA
Date I Flow 1 <?! BOD mg/I
BOD Ibs <? I NH3 mgli
I NH3 Ibs ! <? I TSS mg/I
!TSS Ibs !<? Cd mg/I
Cd Ibs <?
I Cr mg/1
t Cr Ibs
1<?
Cu mg/l
! Cu Ibs
<?
I Cn mg/I
t Cn Ibs
4/21/98
0.10731 1641
146.76081
8.121
7.2664421 + 548
490.3953
<
0.001
I N/A
0.0751
0.067116
0.093
0.083224
0.0021
0.00179
4/22/98
0.101311 t 1881
158.8461
I 4.76
4.0218451 130
109.8403
<
I 0.001
N/A
0.038
0.032107
0.05
0.042246
0.004
0.00338
4/23/98
0.099561 ! 1711
141.98651
6.3
5.2310821 184
152.7808
<
0.001
N/A
0.048
0.039856
1 0.082
0.05148
0.004
0.003321
4/24/98
0.09411 37
29.037381
1 6.3
4.9442021
( 188
147.5413
<
1 0.001
N/A
0.021
0.016481
I 0.038
0.029822
0.008
0.006278
!
SELF MONITOR j
3/31/98
0.098791
17
14.00645
1
0.823909
291
23.89335
<
0.001
N/A
0.005
0.00412
0.002
0.001648
<
0.002
0.001648
4/1/98
0.0811
18
12.15972
1
0.675541
50
33.777
<
0.001
N/A
0.005
0.003378
0.002
0.001351
<
0.002
0.001351
4/2/98
0.06572
20
10.9621
1
0.548105
28.6
15.6758
<
0.001
N/A
0.005
0.002741
0.002
0.001096
<
0.002
0.001096
4/3/98
0.07477
22
13.7188
1
0.623582
31.3
19.51811
<
0.001
N/A
0.005
0.003118
0.002
0.001247
<
0.002
0.001247
5/5/98
0.09765
69
58.19387
0.5
0.407201
46.2
37.62533
<
0.001
N/A
0.005
0.004072
0.01
0.008144
c
0.002
0.001629
5/8/98
0.092791
11
8.512555
0.5
0.386934
11.11
8.59768
<
0.001
N/A
0.005
0.003869
0.01
0.007739
<
0.002
0.001548
5/7/98
0.088631
9
6.652568
0.5
0.369587
9
6.652568
<
0.001�
N/A
0.005
0.003696
0.011
0.007392
<
0.002
0.001478
5/8/98
0.094751 44
34.76948
0.5
0.3951081
22.8
17.85886
<
I 0.001
N/A
0.005
0.003951
1 0.011
0.007902
<
0.002i
0.0021
0.00158
0.00179
4/21/981
0.10731 . 25
22.372051
11
0.8948821 67
59.95709
<
0.001
N/A
<
I 0.0054
0.004474
1 0.002
0.00179
<
4/22/981
0.101311 141
11.828961
11
0.8449251 ' 541
45.62597
< . 0.0011 N/A
<
0.0051
0.004225
0.001
0.000845
<
, 0.0021
0.00169
4/23/981
0.0913561 231
19.09761
11
0.830334 , 103.61
86.02223
< ; 0.0011 N/A
< : 0.00510.0041521
! 0.0021
0.001661
<
; 0.0021
0.001661
0.00157
4/24/981
0.0941; . 331
25.89821
I 1
0.7847941 78.61
61.68481
< 1 0.001
I N/A
c
0.005
0.003924
I 0.0011
0.000785
<
0.0021
I I
01
AVERAGE
0.093665401 54.0625
44.55016
##
2.2175
1.815529
00
98.81313
82.34041
##
0.001
#DIV/01
#0
0.015125
0.01258
##
0.018563
0.015523
#0
0.002625
0.002066
MINIMUM
0.065721 01
9
6.652568
0
0.5
0.369587
0
9
6.652568
0
0.001
0
0
0.005
0.002741
0
0.001
0.000785
0
0.002
0.001098
MAXIMUM
0.10731 01 188
158.846
0
8.12
7.266442
0
548
490.3953
0
0.001
0
0
0.075
0.067116
0
0.093
0.083224
0
0.008
0.006278

Te1o2198
I
0.11
0.0002
1.3
0.995
0.3
6.0-11.0
I
0.000241
<71Pb mg/1
IPb tbs <?
Hg mg/1 Hg lbs
<?
Ni mgll Ni Ibs <?
Ag mg/1
Ag Ibs <? Zn mg/i ;Zn Ibs [cobalt 'cob Ibs
1pH
[ALKmg/
ICODmgi ICOND
0.00281
0.002508
<
0.0002 I N/A
; 0.321 0.2813362 <
0.002
I 0.001791
0.251 0.2237211
8.41
700
<
0.0021
0.00169
<
i 0.0002I N/A
i 0.151 0.126739
<
0.002
0.001691
1 0.131 0.109841
8.52
900
<
• 0.002
0.001661
<
1 0.00021 N/A
1 0.171 0.141158
<
0.002
0.001661
1 0.11 10.0913381
8.841
900
<
0.002
0.00157
<
0.00021N/A
1 0.0781 0.061214
<
0.002
0.00157
0.161 0.1255671
8.62
800
<
0.005
0.00412
<
0.0002
N/A
<
0.005
0.00412
<
0.005
0.00412
0.005
0.00412
8.6
<
0.005
0.003378
<
0.00021N/A
<
0.005
0.003378
<
0.005
0.003378
0.006
0.004053
8.6
<
0.005
0.002741
<
0.0002
N/A
<
0.005
0.002741
<
0.005
0.002741
0.005
0.002741
8.4
<
0.005
0.003118
<
0.0002
N/A
<
0.005
0.003118
<
0.005
0.003118
0.004
0.002494
8.5
<
0.005
0.004072
a
0.0002
N/A
<
0.005
0.004072
<
0.005
0.004072
0.061
0.048664
9.1
<
0.005
0.003889
<
0.0002
N/A
<
0.005
0.003869
<
0.005
0.003869
0.06
0.046432
8.6
<
0.005
0.003696
<
0.00021N/A
<
0.0051
0.003698
<
0.005
0.003698
0.06
0.04435
8.3
<
0.0051
0.003951
<
0.00021N/A
<
0.0051
0.003951
<
, 0.005
0.003951
0.08
0.063217
8.3
<
0.005 i
0.004474
<
1 0.00021 N/A
I <
0.0051
0.004474
c
I 0.005
0.004474
0.06 0.0536931
<
I 0.0051
0.004225
<
0.0002 I N/A
1 <
0.005!
0.004225
<
0.005
10.0042251
, 0.0711 0.059991
< 0.0051
0.004152
<
! 0.00021N/A
:< 0.0051
0.004152 < i 0.0051
0.0041521
0.061 0.049821
< 1 0.0051
0.003924
<
1 0.00021 N/A
< , 0.005!
0.0039241 < 0.0051
0.0039241
1 0.031 0.0235441
1 I
1
##i 0.0043
0.003322
##
0.0002
#D1V/0!
##
0.048625
0.0413241##I 0.00425
0.003277
tit
0.0719381 0.059611
#DIV/O1
#DIV/0I
8.585833
#DIV/0I
#01V/0!
0
0.002
0.00157
0
0.0002
0
0
0.005
0.002741
0
0.002
0.00157
0
0.0041 0.002494
0
0
8.3
0
0
•
0
0.005
0.004474
0
0.00021
0
0
0.32
0.286362
0
0.005
0.004474
0
0251 0.223721
0
0
9.1
0
0

Te1o1298
TELEDYNE
mo. avg. 1 I
Pipe No. 01 !limits
100
1
0.81,
City Monitor]
I i
I
1
i
1
i
Date ; Flow
<?
BOO mg/1 BOO Ibs , <? 1
N H3 mg/l 1
N H3 Ibs <?
TSS mg/I TSS Ibs <?
Cd mgf 1
Cd Ibs 1 <? I
Cr mgll
Cr Ibs <? fCu mgil
Cu Ibs
922/981 N/A
N/A i
N/A
0.291
N/A
N/A
N/A
N/A
N/A
0.019
N/A
N/A
N/A
9/23/981 N/A
N/A 1
N/A
<
0.1
N/A
N/A
N/A
N/A
N/A
0.021
N/A
N/A
N/A
9241981 N/A
N/A I
N/A
0.91
N/A
N/A
N/A
N/A
N/A
0.017
N/A
N/A
N/A
9/25/981 N/A
N/A
N/A
1
N/A
N/A
N/A
N/A
N/A
0.28
N/A
IN/A
N/A
SELF MONITOR
8/18/981N/A
N/A
N/A
<
1
N/A
N/A
_
N/A
N/A
N/A
<
0.005
N/A
N/A
N/A
8/19/98
N/A
N/A
N/A
<
1
N/A
N/A
N/A
N/A
N/A
<
0.005
N/A
N/A
N/A
820/98I
N/A
N/A
N/A
<
1
N/A
N/A
N/A
N/A
N/A
<
0.005
N/A
N/A
N/A
821 /98
N/A
N/A
N/A
<
1
N/A
N/A
N/A
N/A
N/A
<
0.005
N/A
N/A
N/A
10/6/98
N/A
47
N/A
14.35
N/A
4
N/A
N/A
N/A
<
0.005
N/A
N/A
N/A
10/i1981 N/A
361 N/A
2.331
N/A
14
N/A
N/A
I N/A
1 <
0.005,
N/A
N/A
N/A
10/8/981 N/A
251 N/A 1.731N/A
19
N/A
i
1 N/A
N/A
0.009
N/A
IN/A
IN/A
10191981 N/A
16 I N/A < . 11
N/A
3IN/A
N/A
l N/A
0.0061N/A
I IN/A
I N/A
AVERAGE i #DIV/O!
I ##
311 #DIV/0! I ##! 2.14251
#DNVf0!
1 ##1
10i
#DIV/0!
1 ##
#DIV/0!
#DIV10! i ##1
0.031833
#DIV/0!
I ##I #DIV/0!
1 #DIV/0!
MINIMUM
0
0
161 0
0
0.1
0
0
3
01
0
0
0j 0
0.005
0
01 01
0
MAXIMUM
0
01 471 0
0
14.35
0
0
19
0
0
0
0 0
0.28
0
01 0
0
Page 1

Te1o1298
1
I I
0.24
' 0.36
0.15
I
1
0.3
1
50
6.0-11.0
1 i
<?!-Cn mgll
Cn lbs
<?
Pb mgll
Pb Ibs i<?
Hg mg/1 Hg Ibs <?
NI mg/1
I NI Ibs <1
Ag mg/I
IAg Ibs
<? 1Zn mgtl
IZn Ibs
Fl mg/1
pH
0.002
N/A
<
0.005
I N/A
N/A
i N/A
0.0721
N/A
<
0.002
1 N/A
0.012
NIA
22
7.59
<
0.002
N/A
<
0.0051N/A
N/A
N/A
0.067
N/A
<
0.002
N/A
<
0.01
N/A
191
7.43
<
0.002
N/A
0.00621N/A
N/A
N/A
0.075
N/A
<
0.002
N/A
<
0.01
N/A
9.9
7.08
<
0.002
N/A
0.012
N/A
N/A
N/A
1
N/A
<
0.002
N/A
0.036
N/A
11
8.14
<
0.002
N/A
<
0.005
N/A
N/A
N/A
<
0.005
N/A '
<
0.005
N/A
0.04
N/A
1.8
8.5
<
0.002
N/A
<
0.005
N/A
N/A
N/A
<
0.005
N/A
<
0.005
N/A
0.04
N/A
3.6
8.2
<
0.002
N/A
<
0.005
N/A
N/A
N/A
<
0.005
N/A
<
0.005
N/A
0.03
N/A
2.9
8.4
<
0.002
N/A
<
0.005
N/A
N/A
N/A
<
0.005
N/A
<
0.005
N/A
0.035
N/A
Z3
8.4
0.008
N/A
<
0.005
N/A
N/A
N/A I
<
0.005
N/A
<
0.005
N/A
0.02
N/A
0.4
8.9
0.006I
N/A
<
0.0051
N/A
I N/A
N/A <
0.005
N/A
<
0.005
N/A
0.024
N/A
13.9
8.8
0.001 IN/A
<
0.005 I
N/A
I N/A I
N/A ; <
0.0051
N/A
<
0.005
N/A
0.07
N/A
6.81
8.8
0.0031
N/A
< ;
0.005
N/A N/A ;N/A ; < I
0.0051
NIA
<
0.005
N/A
0.031
NIA
3.31
8.7
## 10.002833
#DIV/0!
##
0.0056831
#DIV/0! 1 ## I #DIV/0! i #DIV/01 I ##
0.10451
#DIV/0!
##
0.004
#DIV/01
##
0.02975
#DIV/0!
8.075
01 0.001
0
0
0.005
0
0
0! 01 0
0.005
0
0
0.002
0
0
0.01
0
0.4
7.08
01
0.008
0
0
0.012
0
0
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1
0
0
0.005
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0
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22
8.9

TeIo2298
TELEDYNE
Pipe No. 02
limits
311
24
355
0.003
1
0.26
0.05
City Monitor
0.124
trcl
435
Date
9/22/98
Flow
<? BOD mgll
BOD Ibs
<?
NH3 mg/I 1
NH3 Ibs
<?
ITSS mgll
1 TSS Ibs
<?
I Cd mgll ICU Ibs
1 <?
Cr mgll
Cr Ibs
I <?
,Cu mg/l
Cu lb,
<?
Co mgll
!Co Iles
0.10755
551
49.333191
I 7.61
8.816949
541
48.4362244
0.001
I N/A
1 0.088
0.0771391
0.068
0.060994
0.002
0.001794
9/23/98
0.05818
55
26.68717
8.51
4.12438
81
39.30292
<
0.001
!N/A
0.044
0.021351
0.03
0.014557
<
0.002
0.03097
9/24/98
0.06489
85
45.85874
121
6.474175
54
29.13379
<
0.0011
N/A
0.31
0.167251
0.084
0.045319
<
0.002
0.001079
9/25/98
0.07751
100
64.64334
13
8.403634
95
61.41117
<
0.000091
N/A
0.33
02133231
0.09
0.058179
<
0.002
0.001293
SELF MONITOR
'
8/18/98
0.08334
48
31.97256
<
1
0.695056
30.6
21.2687
<
0.001
N/A
<
0.005
0.003475
<
0.01
0.006951
<
0.002
0.00139
8119/98
0.08075
23
15.48947
<
1
0.673455
16.7
11.2467
<
0.001
N/A
<
0.005
0.003367
<
0.01
0.006735
<
0.002
0.001347
8/20/98
0.08027
19
12.71958
<
1
0.669452
21.4
14.32627
<
0.001
N/A
<
0.005
0.003347
<
0.01
0.006695
<
0.002
0.001339
8/21/98
0.08088
19.4
13.08606
<
1
0.674539
28.4
19.15891
<
0.001
N/A
<
0.005
0.003373
<
0.01
0.008745
<
0.002
0.001349
10/8/98
0.08325
40
27.7722
15.13
10.50483
16
11.10888
<
0.001
N/A
0.006
0.004188
0.013
0.009028
0.009
0.006249
10/7/98
0.09406
_
18
14.12029
9.85
7.726935
23
18.04259
<
0.001
N/A
<
0.005
0.003922
0.013
0.010198
0.004
0.003138
10/8/98
0.09326
23
17.88913
8.63
6.712314
6
4.66673
<
0.001
N/A
<
0.005
0.003889
0.011
0.008556
0.003
0.002333
10/9/98
0.09285
,
68
51.10835
1.478
1.144517
12
9292428
<
0.001
<
0.005
0.003872
0.012
0.009292
0.011
0.008518
,N/A
AVERAGE
0.0830491
##
45.78333
30.89001
##
6.6823331 4.551687
##
36.50833
23.94944
##
0.000924
#DIV/01
#S
0.087583
0.042373
##
0.030083
0.02027
##
0.003583
0.002567
MINIMUM
0.05818
0
18
12.71958
0
1'
0.669452
0
6
4.66673
0
0.000091
0
0
0.005
0.003347
0
0.01
0.006895
0
0.002
0.00097
MAXIMUM
0.10755
0
100
64.64334
0
15.13
10.50483
0
95
61.41117
0
0.001
0
0
0.33
0213323
0
0.09
0.060994
0
0.011
0.008518

Teto2298
0.1
0.0002
1.3
0.995
0.3
8.0-11.0
0.000241
1 1
I
<?i Pb mg/1
Pb tbs
<?
Hg mgll
Hg Ibs <?
I Ni mg/1 NI tbs
<?1Ag mgfl
Ag lb:
1<?
Zn mgli
1Zn Ibs
cobalt
cob tbs
pH
ALKmgl
CODmg1
COND
<
0.005
0.004485
a <
0.0002
IsuA
0.121 0.107636
<
0.002
0.001794
0.0811
0.072654
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72
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0.092
0.04484
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0.00097
0.0781
0.037847
sf!.'' '; :,±i
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0.14
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0.141
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r 0
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8.3
0
0
0

FOR AGENCY USE
I 1 I
STANDARD FORM A - MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each
facility description. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw
material, the flow (in thousand gallons per day), and the characteristics of the wastewater discharged from the mdustrial facility Into the municipal system. Consuh Table 11I for standard measures of products or raw materials. (see instructions) .
1. Major Contributing Facility
(see instructions)
Name
Number & Street
City
County
State
Zip Code
2 Primary Standard Industrial
Classification Code(see Instructions)
3. Primary Product or Raw Material
(see instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this discharge is
intermittent or continuous.
5. Pretreatment Provided tndicate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
401a
401b
401c
401d
401e
401f
402
403a
403b
404a
404b
405
—Tyson Srooa s inc.
1023 Ao►siy Sjrca*
Monroe.
Union
lyor}� CAro, in
28111
101) 2048) 02.54
po.1Ary
c11i c\Lcal S
403c
403d
Quantity
1,,000
I. 4o3e
4031
16 5 S. 1 thousand gallons per day
fntermittent(int) Er Continuous (con)
[f Yes • D No
Units(See
*Table III)
A 1 .
Parameter
Name
Parameter
Number
Value

eej vtia
4410 coo 410
Tyson198
0)0
TYSON 1
I
Pipe No. 01
[units
4000
510
2700
0.003
0.75
1
0.005
I
0.3
City Al
1.5
trd
5600
612
3780
0.0036
1.2
bats
)Flow
<?IBOD rat
SOD lb:
4?tHH3
mg1ItNH3
Ibs
<?ITS8
mg/1
TSS Its
<?ICd
mall
Cd Ibs
<?
Cr mg/l
Cr lbs
<Au
mgll
Cu Ibs
<?TCn madCn
Ibs
<?1b madPb
Ibs
<?
1/15/981
1.482351
372
4SS8.9612'
15.821
195.5795
92
1137.378
<
0.001
I WA
<
1 0.002
0.0247261
0.11
1.359�
<
0.002
N/A
< i 0.002
0.024726
<
2/12/981
1.58283
551
7273.642
11.061
146.0009
220
2904.178
<
0.0011
WA
0.002
0.026402
0.1
1.32008
<
0.002
N/A
<
0.002
0.026402
<
3/5/981
1.57884
567
74 5.041
6.3
82.9449
214
2817494
NIA
0
0
<
0.002
N/A
0
4/16/98
1.72583
450
8477.04
9.2
132.4195
243
3497.602
N/A
0
0
N/A
0
5/12/98
1.75805
487
8847.218
_
10.9
159.8173
202
2961.752
N/A
0
0
N/A
#VALUE!
6/2/98
1. uur
563
8112.7
10.8
155.6255
162
2334.383
N/A
0
0
N/A
#VALUE!
N/A
tVALUEI
!VALUE!
N/A
#VALUE)
N/A
#VALUE)
!VALUE)
N/A
1NALUEI
N/A
#VALUE)
#VALUE)
,
WA
#VALUE)
SELF
N/A
#VALUE)
tNALUEI
N/A
tVALUEI
1/8/981
1.49342
220
2740.127
13.5
1651442
108
1345.153
N/A
0
0
N/A
#VALUE)
1/15/98
1.49933
261
3338.6781
5.7
71.275151
90
1125.397
0
0
0
1/29/98
1.41204
209
2461.2704
7.5
88.3231
44
518.1622
#VALUE1
#VALUE)
#VALUE)
2/11/98
1.483941
349
4319 245
9.9
122.523
1501
1856.409
#VALUE)
#VALUE)
#VALUE!
2/23/98
1.53402
379
4848.822
10.4
133.0548
164
2098.171
#VALUE)
#VALUEI
tVALUE1
3/19198
1.59755
4
358
4789.837`
7.72
102.8579
80
1065.885
#VALUE)
#VALUE)
#VALUE)
3/12/98
• 1.57198
I
1 359
47011602
6.99
91.64109
961
1258.59
#VALUE1
0VALUE1
#VALUEI
3/5/98
1.525521
341
4338.487
6.53
83.08012
1521
1933.8711
1
#VALUE)
#VALUE)
It/VALUE!
4/2/981
1.577581
356
4683.898
12.8
168.4098
761
999.93331
1 01
01
i
_1
0
4/9/981
1.608451
287
3849.9538
12.07
161.91271
681912.18421
01
01
0
4/18/98
1.711281
, 287
3810.64411
12.81
182.6826
941
1341.5751
1
0
0
• 0
4/23/98
1.60551
, 275
3882.2143'
,
8.93
119.5715
148
1981.701
0
0
0
5/21/98
1.74734
184
2681.3981
17.1
249.1951
77
1122.107
0
0
0
5/14/98
1.5368
225
2883.8052
11.2
143.5494
82
1050.987
1/VALUE)
#VALUE)
#VALUE)
4/30/98
1.58926
233
3028.2818
4.24
56.19878
56
742.248
tVALUE1
#VALUE)
#VALUEI
6/4/98
1.73832
178
2551.5758
4.96
71.90804
44
637.8939
#VALUE)
#VALUEI
1NALUE)
6/11/98
1.6966
295
4174.145
12.5
176.8706
36
509.3872
0
0
0
6/18/98
1.66598
230
3195.6828
17.7
245.9286
80
1111.542
0
0
0
6/25/98
1.69445
215
3038.3183
17.8
251.5445
58
819.6394
-
1VALUE1
#VALUE(
#VALUE)
#VALUE)
1
#VALUE)
tNALUE!
#VALUE)
#VALUE)
#VALUE)
AVERAGE
1.605794
01
327.8
#VALUE)
##
10.5768
#VALUE)
##
113.44
#VALUE)
#0/10.001
#
IX
0.002
tN
##ALUEI
0.105
#VALUE)
tl#
0.002
#0IV/01
##
0.002
#VALUE)
#tt
MINIMUM
1.41204
176
#VALUE)
0
4.24
#VALUE)
0
36
#VALUEI
0
0.001
0
0
0.002
#VALUE)
0
0.1
#VALUER
01
0.002
0
0
0.002
#VALUE)
0
MAXIMUM
1.75805
0
567
#VALUE)
0
17.8
#VALUE)
0
243
#VALUE)
0
0.001
0
0
0.002
#VALUE!
0
0.11
#VALUE)
0
0.002
0
0
0.002
#VALUE)
0
_
./%ill
.
N/A
#VALUE)
#VALUEI
#VALUEI
go
-
d/000
vs",
020
1

Tyson198
I
0.0002
j
0.33
1
2.73
1.5
6.0-11.0
!
1
1.8
I4g mg/l Ng Ibs ,<?
NI mg/1 NI Ibs
<?IAg mg!!
Ag Ibs
<?tZn
mgil Zn Ibs
TKNmg1
TKN !bs
ipH
NO3
INO2
TALK mgl
ICODmg/
ICODIbs
AL mgl
1O8G mg
'Mo mgl ICOND.
0.0002 (N/A
0.01
0.123628
< 0.002
10.024726
0.082. 1.01375
44
543.9622
10.87
0
700
0.0002
N/A
0.005
0.066004
<
1 0.00210.026402
0.00810.1056061
54
712.8433
10.2
_
01
600
N/A
0
1
0
1 0f
56
737.288
8.5
Oi
N/A
0
0
1 0
50
719.67111
10.61
0
_
N/A
0
0
I 0
0
10.54
96
450
N/A
#VALUE!
0
0
6.43
90
1 350
N/A
#VALUE!
#VALUE!
It/VALUE
N/A
#VALUE!
#VALUE!
#VALUE!
N/A
#VALUE!
#VALUE!
#VALUE!
N/A
#VALUE!
#VALUE!
1 #VALUE!
N/A
1
#VALUE!
0
1 0
98.34
1224.837
9
2267
01
0
I 0
39.7
496.4252
9.5
9.497
##VALUE1
#VALUE!
0
54.04
636.3974
#VALUEI
#VALUE!
#VALUE!
129
1596.512
6.9
#VALUE)
#VALUE!
#VALUE!
107
1368.929
7.1
31.62
#VALUE!
#NALUEI
#VALUE!
64.49
859.2368
7.6
#VALUE!
1
#VALUE!
t
! #VALUE=!
69.78
914.8377
7.7
52
#VALUE!
I
1
#VALUE!
1
1 #VALUE!
52.77
671.3841
8.2
I
01
01
0
86.2
1134.1351
6.91
301
0
01
1 0
57.57
772.27121
8.3
01
01
.
0r
68.911983.48871
8.9
0
0
01
82.65
1106.673
8.6
0
0
0
51.22
746.4196
7.3
#VALUE!
#VALUE!
#VALUE!
48.71
624.3118
7.2
39
#VALUE!
#VALUE!
#VALUE!
52.42
694.7971
8.8
#VALUE!
#NALUEI
#VALUE!
41.59
602.9547
9.1
0
0
0
59.44
841.0548
8.4
5
0
0
0
63.76
885.8989
7.2
#NALUEI
#VALUE!
#VALUE!
50.3
710.8252
7.1
#VALUE!
#VALUE!
#NALUEI
#VALUE!
0.0002
#DIV/01
##
0.0075
#VALUE!
AU
0.002
#VALUE!
##
0.0451#VALUE1
64.43
#NALUE1
8.372917
#D1V/01 '
#DIV/01
93
#D1V/01
0
#DIV/01
27.11243
#DIV/01
525
0.0002
0
0
0.005
#VALUE!
0
0.002
#VALUE!
0
0.008
#NALUEI
39.7
#VALUE!
6.43
0
0
90
0
0
0
5
0
350
0.0002
0
0
0.01
#VALUE!
0
0.002
#VALUE!
01
0.082
#VALUE!
129
#VALUE!
10.87
0
0
96
0
0
0
52
0
700
1
N/A
#VALUE!
#VALUE!
f
#VALUE!
#VALUE!
•
Pepe 2

Tyson298
TYSON 1
1
Pipe No. 01 tlmtts
Cby Monitor, 1.8 trc
MOW et
7/23/98 1.6Z0.121
8/13/98 1.81
9/9/98 1.750491
10/14198. 1.703841
11/24/98 1.74
800
180
420
510'
4800
6720 t 612
tbs <'lTl milli NH3 On4893.071 t 12 183.1024
270216 0.241 3 60288
1300
61312618 I 9.41 137%2314
1801
360 5224.176 <
1
0.11 1.421003
0.11 1.45116
3240
0.003
4538 0.0036.
TSS mall 71i8 HIS 14? Cd mg/J
120 16310'24i< 0.001
140 2101.681<
300 ' 4379.728
38 539.981
140 2031.624
0.001
Cd Ibs !4? Cr mall
0.01
0.01
N/A <
NIA 14
N/A
1N/A
0.75
Cr tbs
0.135919
0.15012
1
Cu sign
0.15
0.089
t 0.005 0.3
1.2
Cu Ills 4?Ca m Co lb* 42,Pb mgiPb 1bs tr
2.03877072 , < 0. . , NIA < 00.087959 <
1.336018 < 0.002 N/A < 0.005 0.07506 <
N/A
NIA
SEW
7/2/98 1.70338
153
2173.547
17.5
248.6083
48 681.8971
0.002
N/A
7/9/98 1.69186
7/16/98 1.63411'
7/30/98 1.87104
8/8/98 1.61977
8/13/98 1.68449
1701 2398.719
1791 2439.497
159
226
249
2215.899
3053.007
3488.113
4273.781
8/20/98 1.71961F 298
8J27198 1.73514 183 2848.205
9/3/98 1.795361 2081 3114.447
9110/98, 1.669061
9/17/981 1.773071
2481 345215
811 1197.78
17.3
20.9
17.4
222
16.1'
13.3
9.77
244.1049
284.8352
2424946,
299.8972
226.1832
190.7426
141.3823
240.3215 t
1296, 180.40271
10.531 155.71141
9/24/98 1.788591 i 205T 3057.9521 ! 12761
1011/88 1.729791 ! 188 2712172 -Ere
10/8/98, 1.78156, 205 3045.933 4.88
10/15/98 1.68355
10/22/98 1.69996
248 3454.039
277 3927.214
10/29/98 1.705711 284
11/5/98 1.75
11/12/98 1.75
11/19/98 1.66
12/3/98 1.73157
12/10/98 1.58892
12/17/98 1.56997
236
196
208
212
255
11.1
5.8
3755.564 7.5
3444.42 9.8
2860.82 7
21351.948 9.7
3061 554 8.8
3379.156 8.9
190.3389
137.91681
7250807
155.853
8223047
106.6322
143.031
102165
1342907
124.1951
117.9392
281 3417.418, 8.9 90.34549
44 620.8449
57 776.8232
53, 738.6331
98 1323.87
38 505.7513
50' 717.0774
41 593.3138
48, 718.7185
1361 1893.1151
891 1316.0791
72
28
12
24
20
32
18
12'
88
98
68,
56
1074.013
403.9406
178.2985
336.97'94
283.5533
455.2199
28271
175.14
1218.30 '
1415.247
901.1083
733.2388
1
0.002
0.002
0.002
0.002
0.002
0.002
0.002
0.002
0.002
0.002
0.02
0.284124,
0
0.07
0.994433244 0.003 N/A 0.02 0.284124 <
0'< 0.002 0
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02�
0.02
0.13, 1.2
4 � f
t 1
0.288529 i 0.030.432793458
0.287164
0.280818
0.284512
0.2919
0.2919
0.276888
0.288826
0.24032
0.261871
0.02 0.297164208
0.03 0.42122421
0.03 0.426768642
0.030.43785,<
0.03. 0.43785,<
0.03 0.415332 <
0.04, 0.577651752,<
0.04 0.530063712
0.03 0.392806494
0.02, 0.288529 <
0.02, 0.297164 <
0.002 0.02, 0.280816;<
0.002' 0.02 ' 0.284512 <
0.002 0.02 0.2919 <
0.002 0.02' 02319 <
0.002, 0.02 0.276888<
0.002 0.02 0.288826,<
0.02 ' 0.285032 <
0.003, 0.02 0.231871 <
•
AVERAGE 1.705734 ## 228.75
3247.927 On 10.65538 150.6785
##
0
70.21429
12
1000.283
175.14
Oa0.001848 WW1 ##
OT 0.001 0 0
Pagel
0.018482
0.01
0.242688 10
0 0
0.02 0.297184, 0
0.0535" 0.703225353 /X
0.02 0 0
0.15 203877972 0
0.002182 i101V/01 int' 0.017692 0.23247 00
0.002 0 0 0.005 0 0
0.003, 0 0 0.02 0297164 0
16.05
MINIMUM1.58997 0 81 1197.78 0 0.1 1.421003
MAXIMUM 1.8 0 420 6131.616 0, 22.2 299.8972 0, 300 4379.728 0 0.002 0 0

Tyson298
0.00021
Ng 'HgI 4rN1
0 iNiA
Co',7
1 0.33
1 0 398
0.0002 NIA 1< 8006 0.07506 <
N/A
NIA
2.73
1
1.51
6.0-11.0
1 81
Aqib siti 1 Za lbs IbuipH
o2 0.0271841 0.171 1110er 71.81 973.177r io.ee
0.0861 1.291032i 29 435.348 10.07
0.002 0.0300241
NO3 'NO2 -ALK mg1-1COOmel/ FCC Olbs
'P,Pi`,"•!;•," •
13 189.78811
23 328.83061
44 838.51041 6 41 •
.1.11 .
• . 1/1
m
*Me
9
T.PHos
•
0.0002 N/A
9.02 0.2841241
0.03
0.428188
0.058 0.79554881 52.481 745.25871 7
47.41 668.81931 7
47.121 842.17391 8.9
44.59
621.4274 8.8
44.91
48.17
808.88391 6.7
878.72331 7.2
32561 488.9608 8.9
TTTJ
28.541 413.00431 8.8
33.71 504.60031 8.7
48 692.07811 8.9
0.0032
0.0002
0.0002
0.0002
0.0002
O. C002 1
0.00021
0.02 0.288529
0.02 0.297164
0.02
0.280818
0.02 0.284512
0.021 0.2919
0.02 0.2919
0.02 0.278888
0.00021 0.02 0.288828
0.0002
0.0002
0.03 0.397542
0.02 0.281871
0.0031 0.043279
0.003
0.003
0.003
0.003
0.003
0.003
0.003
0.003
0.003
0.044575
0.042122
0.042877
0.056 0.8078811
0.208 3.0905078
0.048 0.6739587
0.07 0.9957935
38.8
30.8
19.4
37.3
25.4
83.8
33 487.98431 8.7
578.7734
444.3348
288.2493
523.7221
380.1127
1192.107
8.8:1: •
0.0437851 0.077 1.123815 29 423.2551 7.3
0.0437851
0.0415331
0.081 0.890235 26
0.078 1.0521744 31.6
0.0433241 0.08 1.1R91/135 40.3
0.0397551 0.105 1.3914172 40.5
0.0392811 0.09 1.1784196 34.2
379.471 7
437.4831 7
581.98411 7
538.68951 7.9
447.79941 7.2
0.0002
0.0002
0.0002
1/01W0 1
0
29 0.01E689
0 0.005
0 0.03
0.28201 90 0.004923 0.069808
0.07508 0 0.002 0.027184
0.397548 0 0.03 0.426188
sts
0
0
0.091 1.2889818 38.54107
0.048 0.8739587 13
0.208 3.0905078 83.8
546.4767
189.7881
1192107
Plot 2
8.41
10.88
8231V/01 $01V/01
0 0
0
0
1V/01
q/.6eis1;=
O 0 0 0 7
O 0 0 0 41

FOR AGE!, CY USE
I I I
STANDARD FORM A - MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system. using a separate Section IV for each
facility description. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw
material, the flow (in thousand gallons per day), and the characteristics of the wastewater discharged from the industrial facility
into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions)
•
1. Major Contributing Facility
(see instructions)
Name
Number & Street
City
County
State
Zip Code
2 Primary Standard Industrial
Classification Code(see Instructions)
3. Primary Product or Raw Material
(see instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this discharge is
intermittent or continuous.
5. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
401a
401b
401c
401d
401e
401f
402
403a
403b
404a
404b
405
0v% e91ona\ tf\c��co.\ Cc+n er
Got 1iosP'aTo.‘ bt'►vc
Uri on
dokeoVin
zg+��
8061.
403c
403d
Quantity
M . S thousand gallons per day
Intermittent(int) Ef Continuous (con)
[r Yes . 0 No
40
4031
Unus(See
Tape III
Parameter
Name
Parameter
Number
Value

Urmc198
URMC
Pipe No. 01
limits
221
14.4
144
0.003
0.069
1
0.074
City Monitors
0.09632
1 trc
309.4
17.28
201.6
Date
Flow
<?TROD mg/ItBOD
Ibs
<1
NH3 mg/I NH3 Ibs
<?
TSS mg/I
ITSS ibs
I<?ICd
mg/I
Cd Ibs
<?
Cr mg/I Cr+Ibs <? Cu mgll Cu Ibs
<?1Cn mgii
1 /13/98
0.029582
6341
156.41661
22.31 5.501721
360
88.817
<
0.001
I N/A
<
0.00210.0004931
I 0.03210.007895
<
0.002
3/10/98
0.031174
1152
299.50982
11.613.015897"
422
109.7163
<
0.001
N/A
0
0.0541 0.01404
0.003
3/31/98
0.03765
247
77.558247
15
4.710015
278
87.29228
N/A
0
0
4/14/98
0.0367
453
138.65333
16
4.897248
192
58.76698.
N/A
0
0
5 7/98
0.036791
345
105.85587
14.3
4.387649
256
78.54812
N/A
<
0.002
0.0006141
0
6/4/98
0.0597
213
106.05227
1617.966368
300
149.3894
Self Monitor
3/5/19
0.02004
360
60.168096
15
2.507004
130
21.72737
<
0.001
N/A
<
0.002
0.000334
0.05
0.008357
<
0.002
4/17/98
0.05043
'
330
138.79345
1415.888207
91
38.27334
<
0.001
N/A
0.028
0.011776
1 0.076
0.031965
<
0.002
5/13/98
0.03834
280
89.531568
16
5.11609
89
28.45825
<
0.001
N/A
0.004
0.001279
0.056
0.017906
<
0.002
4/3/98
0.03616
280
84.440832
17
5.12676E
180
54.28339
<
0.001
N/A
<
0.002
0.000603
0.5
0.150787
<
0.002
6/4/98
0.06117
210
107.13314
14
7.1422091
53
27.03836
<
0.001
N/A
<
0.002
0.00102
0.054
0.027549
<
0.002
624/981
0.048421
^ 590
238.255451
1616.461165
4101
1035.5873
<
0.001
I N/A
0.009
0.0036341
0.1
0.040382
<
0.002
0
0
1
0
IN/A
01
01
1
0
01
0
N/A
01
01
I
AVERAGE
0.039794
##
409.45451124.01029
##
15.563641
5.11447
##
213.72731
67.48098
##
0.001
#DIV/0!
0.00610.001612
##10.1174291
0.02585
##
0.002143
MINIMUM
0.02004
0
210
60.168096
' 0
11.6
2.507004
0
53
21.72737
0
0.001
0
.##
0
0.002
0
0
0.032
0
0
0.002
MAXIMUM
0.06117
0
1152
299.50982
0
22.3
7.966368
0
422
149.3694
0
0.001
0
0
0.028
0.011776
0
0.5
0.150787
0
0.003

Urmc198
0.002
0.018
0.0002
0.03
0.43
0.12
6.0-11.0
0.00241
r
i 0.144
Cn Ibs <?
Pb mg/1
Pb Ibs <?IiHg mg/1 JHg
Ibs <?
Ni mg/1
Ni Ibs
<? Ag mg/1
IAg ibs '
<?
Zn mg/1 TZn
ihs
CODmg/ ICOD1bs
pH
ICOND.
ALK.
0.000493
<
0.002
0.0004931<
0.0002
N/A
0.007
0.001727
0.013
0.003207
0.1810.0444085
0
7.42
450
0.00078
0.002
0.000521<
0.0002
N/A
<
0.002
0.00052
0.004
0.00104
0.35
0.0909969
0
8.45
400
0
01
N/A
0
0
0
0
7.18
700
0,_
01
{
N/A
01
0
0
0
7.93
470
0
0
N/A
0
0
0
0
7.64
500
0
7.31
500
116
0
0
'N/A
0
0
0.000334
<
0.002
0.000334
<
0.0002
N/A
0.003
0.000501
<
0.002
0.000334
0.13
0.0217274
7
0.000841
<
0.002
0.000841
0.0002
N/A
0.005
0.002103
0.013
0.005468
0.27
0.1135583
6
0.00064
<
0.002
0.00064
<
0.0002
N/A
0.004
0.001279+
0.01
0.003198
0.24
0.0767413
6
0.000603
<
0.002
0.000603
<
0.0002
N/A
0.01
0.003016
0.01
0.003016
0.19
0.0572991
6
0.00102
<
0.002
0.00102
<
0.0002
N/A
0.003
0.00153
0.018
0.009183
02
0.1020316
9
0.000808
<
0.002
0.000808
0.000671
N/A
0.011
0.004442
0.065
0.026248
0.42
0.189606
7
01
0
N/A
0
01
1
0
01
0
1N/A
01
01
0
0.000428
##
0.002
0.000405
##1 0.0002
#DIV/01
##
0.004857
0.000971-##1
0.01
0.0025451 ##10.222857
0.0506763
#D1V/01
0
0
0
0.002
0
0
0.0002
0
0
0.002
0
0
0.002
0
0
0.13
0
0
0
6
0.00102
0
0.002
0.00102
0
0.0002
0
0
0.01
0.003016
0
0.018
0.009183
0
0.35
0.1135583
0
0
9

Unnc298
URMC
I
Pipe No. 01
Units
221
14.4
- 144
0.003
0.069
0.074
City Monitor
0.098231
trc
309.4
1728
201.61
Oats
Flow ;
<?
BOO mg/I
BOO Ibs
1 <7 i NH3 mg/I ,NH3
tbs
<7
TSS mg/I
ITSS Ibs
<?
Cd rrgll
Cd lbs
<?
Cr mgll
Cr lbs
I <?
Cu mgA
!Cu lbs
1<?
Cn moll
7/14/98
0.04738
2101
82.9813321
21
8298133
I 3701
146.2015204
<
0.001
N/A
<
0.01
0.003951
0.079
0.031217
<
0.002
8/20/98
0.05161
490
210.909431
15
8.458411
320
137.736788
<
0.001
N/A
<
0.01
0.004304
0.049
0.021091
<
0.002
914/88
0.06801
170
96.424578
16
9.075254
310
175.833054
10/8/98
0.04472
120
44.755776
18
6.713386
120
44.755776
Self Monitor
8/28/98
0.04856
340
137.69674
15
8.074858
58
22.6794624
<
0.001
N/A
<
0.002
0.00081
0.047
0.019035
<
0.002
9/24/98
0.03952
710
234.01373
13,
4284758
190
62.623392
<
0.001
N/A
c
0.002
0.000659
0.071
0.023401
<
0.002
. 11 /5/98
0.03215
250
87.03275
14
3.753834
76
20.377956
<
0.001
N/A
<
0.002
0.000538
0.057
0.015283
<
0.002
12/9/98
0.05670
190
89.941898
13
6.153919
52
24.6156768
<
0.001
N/A
<
0.002
0.000947
0.052
0.024616
<
0.002
12/10/98
0.05529
210
96.834906
8
3.688949
68
30.4338276
<
0.001
N/A
<
0.002
0.000922
0.055
0.025362
0.005
12/11/98
0.04907
410
167.78896
18
7.366388
170
:571446
<
0.001
N/A
<
0.002
0.000818
0.066
0.02701
<
0.002
AVERAGE
0.049333401
981
298.88891 117.843481 #*
114.77778
6.055498401 061
173.3333
73.91790191 M
0.001
#01V/01
8*
0.004288
0.001733
98
0.058571
0.022858
110
0.002429
MbslIMUM
0.032151
0
1201 4.4.7557761 0
8
3.6889491 0
52
20.3779561 0
0.001
0
0
0.002
0.000536
0
0.047
0.015283
0
0.002
^ 0.005
MAXIMUM
0.06801
0
7101 234.013731 0
21
9.0752541 01 3701 175.8330541 0
0.001
0
0
0.01, 0.004304
0
0.079
0.034217
0
O
fry; 'r

Urmc298
0.002
0.018
0.0002
0.03
0.431
0.12
6.0-11.0 i
0.00241
0.144
4
Cn ibs
1 <?
Pb trig/1
Pb lbs 1 <? Hg mg/I
Hg 1bs
<7 Ni mg/l 1
NI Ibs <?
Ag mg/I i Ag lbs
<?
Zn mg/1 I
Zn lbs
COOmg/
COD1bs
pH
COND.
ALK
0.00079
<
0.1305
0.0018761<
0.00021N/A
< I
0.0051
0.001978
0.051 0.0197571
0.57
0.225235 ;ii:
a i
'si;siia
ii
a
0. i•
'.
±.4'}
`ri l
0.000881
<
0.005
0.002152
0.00033
N/A
< 1
0.0051
0.002152
0.017
0.0073171
0.19
0.0817812 111,
+;0,';',,,
V ;
E?
11; :1
mi
r7.66=21iiIiii':iWWW
5.65
1`-2 ji:,
i{;i
. , ,
, ! ..1f
11,
s1
140
1!',,1:
1 ":1'.
i;
8.41
1: llfibi
114
' !
'
4III,
l;;
' +i.!it
il
11°.
4? ;'
:t;
7.8
tifai
11 II 0III
# 1
111t`
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1ii11
1
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11
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(UM
ii
it
it: ilii
s1 it
1
01i
0.00081
<
0.002
0.00081
<
0.0002
N/A
<
0.002
0.00081
0.035
0.014175
0.12
0.0485988111
li
lf1;1
It F
It
1 i1 t,
41t
6
in
11 g
1111
0.000859
<
0.002
0.000859
<
0.0002
N/A
0.003
0.000989
0.082
0.027027
0.22
0.0725113 ii
IA
pi
3
!
i1
6
l?iliat
I .
,,
tt 1
0.000538
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0.002
0.000538
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0.0002
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0.002
0.000538
_
0.019
0.005094
0.15
0.04021971
1 Ait
l4
ii a'
.11
�11HI€.
W t 1
t1#
81111101
1
1111 °.
0.000947
<
0.002
0.000947
<
0.0002
N/A
0.003
0.00142
0.034
0.016095
0.14
0.088273 1
I fill
tt 1.
' .iI
1.4
pi
611ei
1.;
I
1
t
p i
0.002308
<
0.002
0.000922
<
0.0002
N/A
<
0.002
0.000922
0.068
0.031356
0.11
07
0.0523 1
;(:
1T ill
1
oi.ii
i tilll
1ai
6.51;1141111
ill
1
1111 f
0.000818
_.
<
0.002
0.000818
<
0.0002
NIA
1 0.004
0.001837
0.054
0.022os9
0.15
0.0813868 1i
f :
3 .�
ti t
ti
i =
. :
i
1 ��
ix
, 1
E�i
6
.!i i-_At
i 1
1'f 1i
l ii
is &
.lti
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11
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It i
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i 7,it
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t ;=
;t
'
;ill
S
f. 11
P
. ' '•,s
tt;
+i'.:;i +lIS
3' i
ill
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1
i
1
-
i ;Aif ii
ii Ul
Ol
•' it
ii!
r.• 5ii:'aiiIiMi
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0.000987
#81 0.002857
0.001143
I ## 10.00021881 #ONro! i 5*
0.003143
0.001258
*I
0.043571
0.017281 ## 10.2142861
0.0836203
#oN/01
0
0.000538
0.002
00
01 0.00021
0
0.002
�
17
0082
0.0050941 01
0.11
0 .0402197
0 0
5.55
0.002308
01
0.005
0.00221115522
01
0.000331
0
0
0.005
0.0021520
0
0
0.03
1 0 I 0.57
0.225235
01 0
7.62
of c
2
/J.,roy0
TO L
!O
WIC

FOR AGENCY USE
111
STANDARD FORM A - MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each
facility description. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw
material, the flow (in thousand gallons per day), and the characteristics of the wastewater discharged from the mdustrial facility
into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions)
1. Major Contributing Facility
(see instructions)
Name
Number & Street
City
County
State
Zip Code
2 Primary Standard Industrial
Classification Code(see Instructions)
3. Primary Product or Raw Material
(see instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this c5scharge is
intermittent or continuous.
5 Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
401a
401b
401c
401d
401e
401f
402
403a
403b
404a
404b
405
Vart VOA St) pccrrl C.
601 (Hates AcA\wr G�rc1c
Mon rot
Vn i on
Nor411 Co►r'o\Ifla
28110
3551
403c
403d
Qua nt'ty
1011
O. 91, thousand gallons per day
Intermittent(int) Continuous (con)
rgYes - No
Units(See
'Table IIII)
403e 1b s l d4y
4031
Parameter
Name
Parameter
Number
Value

Vang198
VANGUARD
mo. avg.
Pipe No. 01
limits
9
0.82
11.5
0.003
1.5
0.03
1.5
0.015
0.09
City Monitor
0.007
trc
12.6
i
1
Date
Flow
1<?1
OD mg/IIEOD
Ibs
<?
NH3 mg/I
INH3 ibs
<?
TSS mg/I
TSS Ibs
1<?
Cd mg/I
1
1<? Cr mg/I
ICr Ibs
<?
Cu mgll
Cu Ibs 1<?
Cn mg/I
3/31/98'
0.0002
3801
0.63384
13
0.021684
2
0.003336
<
0.001
<
1 0.002
3.34E-06
0.008
1.33E-051
0.006
4/1/98
0.0004
380
1.26768
27
0.090072
16
0.053376
<
0.001
<
0.002
6.67E-06
0.01
3.34E-051
0.005
4/2/981
0.0007
297
1.733886
40
0.23352
16
0.093408
<
0.001
<
0.002
1.17E-05
!
0.01
5.84E-05
0.002
4/3/98
0.0006
3161
1.581264
_
<
0.1
0.0005
2
0.010008
<
0.001
0.01
5E-051
0.01
5E-05
0.002
_
SELF
.
5/4/98
0.00025
330
0.68805
0.8
0.001668
20
0.0417
<
0.001
0.003
6.26E-06
0.013
2.71E-05
0.003
5l5198
0.00029
390
0.943254
<
0.1
0.000242
_
20
0.048372
<
0.001
<
0.002
4.84E-06
0.012
2.9E-05
<
0.002
5/6/98
0.00175
518
7.56021
<
0.1
0.00146
281
0.40866
<
0.001
<
0.002
2.92E-05
0.015
0.000219
0.002
5/7/98
0.00024
438
0.876701
0.4
0.000801
17010.340272
<
0.001
0.01
2E-05
0.059
0.000118
0.002
_ 6/2/98
0.0001
36
0.0300241
3.1
0.0025851
4810.040032
<
0.001
0.004
3.34E-06
0.027
2.25E-05
<
0.002
6/3/98
0.000231
180
0.3452781
0.2
0.0003841
53
0.101665
1 0.0021
0.004
7.67E-06
0.017
3.26E-051
0.002
6/4/98
0.00021
3510.061299
<
0.110.0001751
1010.017514
<
0.0011
<
0.0021
3.5E-061
1 0.008
1.4E-05
<
0.002
6/5/98
' 0.00011
50
0.04587
<
0.1
9.17E-051
16
0.014878
<
0.001
1 0.003
2.75E-061
1 0.01
9.17E-061
0.002
AVERAGE
0.000423
##
279.1667
1.313946
##
7.083333
0.029432
##
33.41667
0.097752
##
0.001083
#DiV/01
##
0.003833
1.24E-05
##
0.016583
5.22E-0a
##
0.002667
MINIMUM
0.0001
0
35
0.030024
0
0.1
9.17E-05
0
2
0.003336
0
0.001
0
0
0.002
2.75E-06
0
0.008
9.17E-06
0
0.002
MAXIMUM
0.00175
0
518
7.56021
0
40
0.23352
0
170
0.40866
0
0.002
0
0
0.01
5E-05
0
0.059
0.000219
0
0.006
1

Vang198
2.38
1.48
1
1.
0.001
i
0.2
0.0061
0.0002
! 2.8
0.005
E 0.2
0.035
! 1.51 0.015
6.0-11.0 1
1 0.000241
Cn lbs i<?
Pb mgli
Pb Ibs
<? Hg mg/I
<471Ni mgll
Ni Ibs
<7 Ag mgfl
Ag lbs i<?i71t mgtl
Zn Ibs
pH 'CODm
8.121
Ig/ CODIbs. 1COND.
0
lALKmgI
1 E-05
<
0.0021
3.34E-06
<
0.0002
<
0.002
3.34E-06
<
1 0.002
3.34E-06
0.008
1.33E-05
1.67E-05
<
0.002
6.67E-06
<
0.0002
<
0.002
6.67E-06
<
0.002
6.67E-06
0.02
6.67E-05
8.08
0
1.17E-05
<
0.002
1.17E-05
<
0.0002
<
0.002
1.17E-05c
0.002
1.17E-05i
0.02
0.000117
8.171
0
1 E-05
<
0.0021
1 E-05
<
0.0002
<
0.002
1 E-05
<
0.002
1 E-05
0.01
5E-05
8.181
0
6.26E-06
<
0.002
4.17E-06
<
0.0002
<
I 0.002
4.17E-06
<
0.002
4.17E-06
0.011
229E-05
1 8.14
4.84E-06
<
0.002
4.84E-06
<
0.00021
0.004
9.67E-06
<
0.002
4.84E-06
0.008
1.93E-05
7.98
2.92E-05
<
0.002
2.92E-05
<
0.0002
<
0.002
2.92E-05
<
0.002
2.92E-05
0.011
0.000161
8.15
4E-06
<
0.002
4E-06
<
0.0002
0.009
1.8E-05
<
0.002
4E-061
0.013
2.6E-051
8.12
1.67E-06
0.003
2.5E-06
< i 0.0002
0.017
1.42E-05
<
? 0.002
1.67E-061
0.035
2.92E-05}
7.98
3.84E-06
0.0031
5.75E-06
< 0.0002
0.011
1.92E-05
<
1 0.0021
3.84E-061
0.024
4.6E-051
8.14
3.5E-06
<
0.0021
3.5E-06
<
1 0.00021
0.0081
1.4E-05
<
0.002
3.5E-06
0.01
1.75E-051
8.111
1.83E-06
<
0.002
1.83E-06
<
0.0002
0.007
6.42E-06
<
1 0.002
1.83E-061
0.0221
2.02E-05
8.12
8.62E-06
##
0.002167
7.29E-06
##
0.0002
#DIV/01
##
0.005583
1.22E-05
##
0.002
7.06E-00
##
_ 0.016
4.91E-05
8.105833
#DIV/01
0
1.67E-06
0
0.002
1.83E-06
0
0.0002
0
0
0.002
3.34E-06
0
0.002
1.67E-06
0
0.008
1.33E-05
7.98
0
0
2.92E-05
0
0.003
2.92E-05
0
0.0002
0
0
0.017
2.92E-05
0
0.002
2.92E-05
0
0.035
0.000181
8.18
0
0

Vang298
VANGUARD
mo. avg.
Pipe No. 01 limits
9
1 0.82
11.5
0.003
1.5
1.5
0.09
,City Monitorl 0.0071trc
12.61
(
Date
; Flow <? I BOD mg/I
I BOO Ibs <?
I NH3 mg/I 1 NH3 lbs
<?
I TSS mg/I
TSS lbs
<? Cd mg/I 14? Cr mg/I 1 Cr lbs
<?
I Cu mg/I Cu lbs 14?
I Cn mgll
8/25/98
0.0004! 1 380
12676814
0.1
i 0.0003341
1 9
0.030024
<
0.001 I
<
1 0.011 3.34E-05
0.0241 8.01E-05
0.002
8/26/98
0.000581 3801
1.8381361
0.161
0.000774
12
0.058046
<
0.0011
<
0.011 4.84E-05
0.022
0.000106
<
0.002
8/27/98
0.00012
2701
0.270216
<
0.11
0.0001
13
0.01301
<
0.001
<
1 0.01
I 1 E-05
0.02
2E-05
0.003
8/28/98
0.00038
280
0.887376
<
0.1
0.000317
15
0.047538
<
1 0.001
<
0.011
3.17E-05
0.025
7.92E-05
0.002
SELF
r 8/3/98
0.00017
420
0.595476
02
0.000284
20
0.028356
<
0.001
0.003
4.25E-06
0.027
3.83E-05
0.004
8/4/98
0.0004
-
380
1.26768
<
0.1
0.000334
12
0.040032
_
<
0.001
<
0.002
6.67E-06
0.028
9.34E-05
0.003
8/5/98
0.00084
330
2.311848
<
0.1
0.000701
10
0.070056
<
0.001
<
0.002
1.4E-05
0.027
0.000189
<
0.002
8/6/98
0.00041
410
1.401954
<
0.1
0.000342
16
0.05471
<
0.001
<
0.002
6.84E-06
0.025
8.55E-05
0.004
10/12/981 0.00011
310
0.284394
0.2
0.000183
19
0.017431
<
0.001
0.004!
3.67E-06
0.025
229E-05
<
0.002
10/13/981 0.000511
5001
2.1267
<
, 0.1
0.000425
14
0.059548
<
0.001
i
<
0.002!
8.51E-06
0.025
0.000106
<
0.002
10/14/981 0.00091
6201
4.653721
021
0.0015011
I 131
0.097578
c
! 0.0011
<
1 0.0021
1.5E-05
0.0241 0.00018
<
0.002
10/15/981 0.000121
4801
0.4803841
0.1
1 0.0001
t
: 121
0.01201 I< ! 0.0011
<
1 0.002!
2E-061
0.0221 22E-051
0.004
AVERAGE
0.000412
##
396.6667
1.448797
## I
0.131
0.00045
##
13.75
0.044028
##
0.001
#011//01
##
0.004917
1.54E-05
gg
0.0245
8.53E-05
#S
0.002667
MINIMUM
0.00011
0
270
0270216
0
0.11
0.0001
0
9
0.01201
0
0.001
0
0
0.002
2E-06
0
0.02
2E-05
0
0.002
MAXIMUM
0.0009
0
620
4.65372
0
021
0.001501
0
20
0.097578
0
0.001
0
0
0.01
4.84E-05
0
0.028
0.000189
0
0.004
limits until
9/21/98
0.0071
9
0.82
11.5
0.003
1.5
0.03
1.5
0.015
0.09

Vang298
0.2
0.0002
2.8
0.2
'
1.5
8.0-11.0
0.00024
I
Cn lbs
1<?
R�II Pb Ibs
<?
Hg mg/l <71Ni
mg/I 1Ni lbs
I<?
Ag mgll
Ag lbs
<?
Zn mg/1
Zn lbs -
lAL mgA
AL. Ibs.
COND.
ALKmgJ
6.67E-08
<
0.005
1.67E-05
<
0.00021
0.013
4.34E-05l<
-
0.005
1.87E-05<
0.01
3.34E-05
.pH
8.92
..ill;:= . r< ..#.
s.ira ,l'.
t 111 Ij <
00+ •i; i,ii
9.67E-06
<
0.005
2.42E-05
<
0.00021
0.013
6.29E-05
<
0.005
2.42E-05
<
0.01
4.84E-05
6.91i'rt..li
..att•'
11 r ::Pilit;t011t+1
, ,i , ,
it t :+; ,..,.
3E-061
0.0077
7.71E-08
<
0.00021
0.0098
9.81E-06
<
0.005
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FOR AGENCY USE
i
STANDARD FORM A - MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each
facliy. description. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw
material, the Dow (in thousand gallons per day), and the characteristics of the wastewater discharged from the ndustrial facility
into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions)
•
1. Major Contributing Facility
(see instructions)
Name
Number & Street
City
County
State
Zip Code
2 Primary Standard Industrial
Classification Code(see Instructions)
3. Primary Product or Raw Material
(see instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this discharge is
intermittent or continuous.
5. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
401a
401b
401c
401d
401e
401f
402
403a
403b
404a
404b
405
Woow► ,\er - Lon 5 Qtct j
5101 i s 56. ay ' H 60,
si'
IriwcsNwAe.
Vnion
I10r4\n Coat o\Ireq
2810 3
�►.015
.1?" 1 y
C.'1i &CA
403c
403d
Quantity
540 000
S Oy .1 thousand gallons per day
D Intermittent(int) [f Continuous (con)
EfYes • No
403e
403f
Untts(See
'Table 1111
A-1 •
Parameter
Name
Parameter
Number
Value

Wama198
WAMP-MARSH
limas
2000
1251
2000
0.005
0.02
City Monitor 1.2
trc
2800
1501.2
28001
daily
I
daily
1
Date ;Flow <?TBCD
mg/ 1800 lbs <7
N153 mg1ITNH3
Ibs '<?
TSS mgil
TSS Ws
<71Cd
mg/1 <?
Cr mg/l ,Cr Ibs 1<?
Cu mgii
Cu Ibs c?
Cn mgfl
1<?
1115/981- 0.53671
126
563.98581
1 57.31
256.4793
421
187.9953
<
0.0011
<
<
0.0021
2/12/98
0.61691
169
889.4959
42.61
219.17471
441
228.3776
<
0.001
<
0.002
3/5/98
0.811
72
386.8933
59.5
303.19651
38
193.6381
<
0.002
4/16/981
0.4443
29
107.4584
101.02
374.3258
28!
103.7529
5/12/98
0.3745
1011
315.4563
74.51
232.68811
261
81.20658
_
6/2/98
0.3593
3001
898.98881
10.8
32.36287
162
485.443
0
0
01
self
1/14/98
0.4818
210
843.8245
47.81
192.07051
471
188.856
0.002
2/11/98
0.4947
172
709.6373
39.21
161.7313
32l
132.0255
<
0.002;
3/11/98
0.62351
91
473.1991
581
301.5994
231
119.5998
4/9/98
0.4491
1501 561.8241
59.2
221.7332
14
52.43692
5/13/981
0.503
1071 448.8871
45.5
190.8734
8
33.56016
6/3/98
0.4959
981 405.3091
99.81
412.75341
19
78.580311
I
1 #VALUE!
!
! #VALUE!
1
I #VALUE!
I
AVERAGE
0.499225
##
135.4167
#VALUE!
##
57.935
#VALUE!
##
4025
#VALUE!
##
0.001333
#DM/01
##
#DM/01
#DIV/0!
##
#D1V/01
#DM/01
##
0.002
#DIV/0!
##
MINIMUM
0.3593
0
29
#VALUE!
0
10.8
#VALUE!
01
81
#VALUE!
0
0.001
0
0
0
0
0
0
0
0
0.002
0
0
MAXIMUM
0.6235
0
300
#VALUE!
0
101.02
#VALUE!
01
1621
#VALUE!
01
0.002
0
0
0
0
0
0
0
0
0.002
0
0
I

Wama198
1 i 1 I E I 11 1 I
1 i • ! ( 1
1 m/o
6.0-11.0
1 ; ' I
Pb mgll
Pb Ibs vc?TAUC MG/
1c?1NI mg/l ;NI lbs .01084 mg/
e?
Zn mgll Zn Ibs ITKN mg/
TKN !bs
IpH
_
NO3
NO2
ICODmg/
COOibs
0
ICOND.
600
!
50
223.80391
6.23
I.
50
257.2473
7.2
0
520,
75
382.1805
7.5
0
691
255.6769
7.46
0
82
256.1131
7.37
0
750
0
7.38
#VALUE!
350
.
0
#VALUE!
#VALUE!
#VALUE!
1
68.82
276.5333
7.2
96.26
397.1493
6.9
76.39
397.2272
6.9
1241
464.4413
7.2
1071
448.88711
7.5
1361
562.46961
7.81
#01V/01
#0IV/0!
##
#DIVI'01
#OIV101
##
#DIV/01 1
#D!V/01
##I
#DN/01
#0IV/01
##
#D1V/0!
#01V/0! '
84.95182
#VALUE!
7.22
#OIV/O!
#DIV/01
#0IV/01
#VALUE!
0
0,
0
0
01
0
0
0
01
0
0
0
0
0
50
#VALUE!
623
0
0
0
#VALUE!
0
01
0
0
01
0
0
0
Oi
0
0
0!
0
0
1361
#VALUE!
7.8
0
0
0
#VALUE!

Wama298
WAMP-MARSH
I
I!Inds20001
12511 i
2000
0.003
0.03211
City Monitor
1.2 itrc
28001
1 1501.21
2800
'daily
; -
I
j
MIDI
Des
j Flaw i e? 130D mg/ 1800 Ibs , <?
NN3 mgll
NH3 Ibs +,c? 1TS8 mg/l
TSS Ibs _
<t 1 Cd mg/1
i <?
I Cr mgll
I Cr lb: s? ICu
mgll ;Cu ibs
141
Cn mg/1
1 e?
I Pb mgll
7/23198
0.52291
130
566.92821
601
261.65921 49
213.8883
<
0.001
_:_� •'
�"':•....:,
+t
;J
, " �r s>
<
0.0021
- . �_I:
8/13/98
0.62571
51
266.13521
90
469.65041 1 72
375.7203
<
loos,
i+'
„;'
:'
<
0.0021
` i1:; i�,1 „.
9/t/98
0.4115
130
446.1483
<
0.1
0.3431911751
257.39331
. t+ „+•
;+
ildi s>at= ;
,.,
„;i, , , 3:
10/21/98
0.4917
I 91
38.9071
99
405.9771
48
198.8373
,.
lj"il ,'!;ii 311
iif:.i+
, ' .
s 1 +:- =a.•
,;i:;'111+ 1,'
11/24/98
0.45921
58
222.1242
150
574.45921
80
306.3782
1
,,. ,
if: r =d? ,'
�,i
liciii ` " , .
► ':.
'.:,10 0 1,;1
12/30/98
0.68291
73
415.7632
110
628.49251
36
205.0339
I
.1• i ,,
,1 ii,jt,1+;
i11
11;31�1 oie I
gi i 1.a ,
JI i, __4..
if,,H.,.
ii ,l,i!11
1 ✓` iit;4;; �iiii;'IAt
iii yyJ� J .
iri 1
. ,,,.1.,,,
ii , 1i 7 .
•
xllga, ,t,+'till `,Ilia
Q" it1?'ir•111d
1
1,-10 s
1 t, i •.
i'i3�a19al,a°,iii-
! 1 ai i
111i•111fJ
t11111'01 a111d;
,:
L i 4 0311, ,
11 ,1ii :radli`llii
.
11':14:;i i ;1..
s,ir !''1•A,i� s'
1
d8jf
9 ;iii ii
fy li Iitl1.:
lj' '
11,t5ii1104,
1191111111 iia_
7/8/98
0.4182
149
519.6804
73.1
254.9573
37
129.0482
<1J,' ,. „'
i3aw , .#?'nd
:
+a1i1a,I 1. s,:
;+, a 1:.i= a+;
a 1: ,as 'i.i
8/5/98
0.3146
78
204.6536
65.9
172.906
48
125.9407
IIr" i•;4 r
1j.;1�+ y•ltg��?h4/a�
e1a� s +t°i+:
1 s a,;Eii ;�.
(ti'i; !! =+;1�1;
9/Z/98
0.5883
71
348.356
64.7
317.4455
44
215.8826
,,, :0 '" 1„r
^iar,,,,i:1(:1i1
1e I:+i,I, lk ,�'
F iit •s , .
111 0' 1I 1 __�;
j 1111T.:1111:
�»?�,itl 3i,� :.
10/21/981
0.4917
120
492.0934
72
295.256
52
213.2405
0.002
."...I",e"3, f,
a d1' l 10*,
,,,,
.a•::t! 11 ,'
_`I f '7
<
0.002
11/4/98
0.5228
150
653.7726
77
335.6033
22
95.88865•
• fi * -J= tt
.. „Jt4a3 a
�i,
-di•�ii,li
il•-i`, • ! r
4,1J + ,i;=-':
12/2/981
0.5792
1 172!
830.85081
i 71
342.9675
62
299.4927
1
.'1; '. '•,,
i• kiti, ; . A;-,E
., t;=
�It ,;; ,,.;.
�`:a:i;1d;1N,C!`
' , .
, !
di?i f iS=
7,'
l -
?id-
i o f ,,-
i
Is 'Eii?- ..
,;5.4: n{:''%?'
t ,,, J +
i •t4 it l
fi.'
i .
i e 1 ,! i
-•If ° + 1
•
"
, .r
il;
S:,ijtt a ,..
..
1..+
y•<.rel,
1 .J; ,,
1,,,
id t .l+ii� _;'
*ii +�a bl :•:
;1ff,1,1 J,1. 1
d1 •ir:122i; i
Ifiii ;401#dlh:
•
::
19191011'Il
ia11-1111114.c,
lAiiii7;;1, 1,.
�E .1 Iiir;1+i�:
3 i:. 41r41a14
lint 1;-
dtl i-'
i. i
.
111 ayi
i3" .,
1Iii1. ;. ifii
iii , ioeii
. �1.
+} 1I,11:,lifil
�a....
o
!.�!
it ,
IIi1.�? i r���11�,�ii1�
d d
i111+i1i' lin •
� � ilJii..
AVERAGE
0.509042
0
9925
418.9511
0#
77.73333
338.1431
Of
52.08333
219.5452
##
0.001333
00IV/01
#*
0DIV/0I
#D1V101
#$l
#DIV/0I
#DIV/01
#a3
0.002
001V10f
#A
ODIV10i
MINIMUM
0.3146
0
91
36.9071
0
0.1
0.343191
01
22
95.88865.
0
0.001
0
01
0
0
0
0
0
0
0.002
0
0
0
MAXIMUM
0.6829
0
172!
830.85081
0
150
6213.4925
0
80.
375.7203•
0
0.002
0
0
0
0
0
0
0
0
0.002
0
0
0
1
I
1
1

Wama298
•
m/o
6.0-11.0
Pb lbs 1c? IALK MG/
!mil MI mgll I Nl lbs i ? I08G mg/
1‹? tZn mgll IZn ass
TKN mg/
115
TKN Ibs IpI
501.51341 7.51
3.8
19.82968
6.28
17,
1, J
r I ?•
111
F ,.
! sppa II
.1 E
7'
I
r
r _ •
Js y
#DIv/01
• 3-..
_J lrs f,r.
! s :1 , : •r 31FJ
•
## 801V/01 SDIV/01 819 #DIV/0I
#DIv/0I
l►
1
•
+ �
.�. jr 1, i.:rt R r1tS P}:
h '
#DIvrol
96
70
393.6747
268.081
6.51
NO3
1 73
7.4
7.1
1 11; 1,9, 41
1f1d It ,.
}t ; FEast ai t
NO2
eai J E1 It ::jt{
�>1¢1 C2111f{�
1ia�S3i,11c:9{:.
t=I'•Esici>I�ii�'
�` tl1� 2It}r
COCmg/ COWbs TEMP.
:,0J�1:.2st
� t
„z N..
I11100I11iilddi {}II!' .!. 1 1 + ii..,%'ii i.7.% ,t
i �•i'i1�.'{i}ri1"i;I. ;1 r�z<e' y�73t Fs 14�1�9}iii
#01V/01 #/ #DIV/0I
116
42.03
♦
51
101
404.5834
110.2768
250.2275
414.1786
79.91 348.2429
91.41 441.5103
7.7
7.8
7.3
7.4
7.4
7.2
IiiiA1111?tf -1!
11 e.
I t �jS
s.a i is
i I
i1i;1111i1
ql1 =1 ,Aal.
'Ili i�!I1+1}`l,E;i 6I5 � �iS F.,,;i`Il11111l �1•!:1'.
i'I?•1-J3s`a149
t I
76.613
315.2118
t4f.-
1 �
�i i;ltj
t: i3'. !r 3, 'J'yr s ,'- ,pj •i j+i E:1> ei
tlali'.sv?�sl a Il, i11f3j1fii,I' IP'1;410',1;;a
�1i�i9,ft Litt l:� :r61ii11i «#�., #FviJst+sti hi}IF;EI'� � J`'
i1�kLj,::IIli,- if;I,1l1:;:1113r��i;idii}Itt�d'i ��1 't�lt 'I;!i �fl'•F?l;l�li.t>;
" 4tl1J�i?ti?
#DIv/0I BDIV/01 #DIV/0I
0 0 01 0
0 0
0
0
0
0 0
a
a 01 0
0 0
01 0
0
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0
0
0
0
3.8
116
19.82968
501.5134
6.28
0
7.8
0
0
0
0
0
a
0
0
Pege
2
#0iv/01
9

FO 4 AGENCY USE
I I
STANDARD FORM A - MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each
facility. description. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw
material, the flow (in thousand gallons per day), and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions) .
1. Major Contributing Facility
(see instructions)
Name
Number 8 Street
City
County
State
Zip Code
2 Primary Standard Industrial
Classification Code(see Instructions)
3. Primary Product or Raw Material
(see instructions)
Product
Raw Material
4. Fbw Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this dscharge is
intemtittent or continuous.
5. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
401a
401b
401c
401d
401e
401f
402
403a
403b
404a
404b
405
`(a\ e. 5 ccvr I4 y i n c.
3000 14i511waY 'i'-'1 6,4 at'
ohrot~
Union
I�or4' Cohro`inA
2,S1t1„
3'44 9
dooms closer c
s-TceA
403c
403d
Quantity
691
.6 thousand gallons per day
Intermittent(int) [) Continuous (con)
dYes . No
Unhts(See
•Table 1111
• 403e lbs awY
4o3f
Parameter
Name
Parameter
Number
Value

Yate198
YALE 197
mo. avg.
I-
Pipe No. 01
limits
121
11
301
0.003
I 1.5
0.1
1.51
0.025
0.1
0.01
City Mcn torl
0.015
trcl
16.81
1 ` t
Date
• Flow
<?
BOO mg111
BOD Ibs <? 1 NH3 mg/l
I NH3 Ibs <?
FTSS mg/I
I TSS Ibs <?
I Cd mg/I , Cd Ibs
<? I Cr mg/I
l Cr Ibs <?
Cu mg/I
Cu ibs
<?
Cn mg/I
Cn Ibs
1/27/981
0.00272
301
6.828125
9.781
0.221404
►
201
0.453696
<
0.001
I NIA
<
0.0021
4.54E-051
0.01
0.000227
0 014
0.000318
1/28/98
0.00126
400
4.203361
4.7
0.049389
56
0.58847
<
0.0011
NIA
<
0.002
2.1E-05
0.006
6.31E-05
0.014
0.000147
1/29/981
0.00263
142
3.114656
3.82
0.083789
40
0.877368
<
0.001
N/A
0.006
0.000132
0.14
0.003071
0.002
4.39E-05
1/30/98
0.00071
77
0.455948
3.1
0.018356
20
0.118428
<
0.001IN/A
<
0.002
1.18E-05
0.006
3.55E-05
0.002
1.18E-05
T
SELF
2/17/98
0.004653
80
3.104482
0.5
0.019403
8
0.310448
<
0.0011
N/A
<
0.002
7.76E-05
0.009
0.000349
0.009
0.000349
2/18/98
0.00415
67
2.318937
0.1
0.003461
34
1.176774
<
0.001
NIA
<
0.002
6.92E-05
0.017
0.000588
0.01
0.000346
2/19/98
0.002467
100
2.057478
0.2
0.004115
17
0.349771
c
0.001
N/A
<
0.002
4.11E-05
0.015
0.000309
0.003
6.17E-05
2/20/98
0.0018
58
0.87069E
0.1
0.001501,
7
0.105084
<
0.001
N/A
<
0.0021
3E-05
0.016
0.00024
0.005
7.51E-05
5/19/98
0.001094
761
0.693421
3.8
0.034671
61 0.054744
<
0.001
N/A
0.002
1.82E-05
0.019
0.000173
0.037
0.000338
5/20/981
0.003558
0
14
0.415432
51 0.148369
<
0.001
N/A
<
0.002
5.93E-051
0.017
0.000504
0.068
0.002018
5/21/98
0.002718
01
221 0.498699
131 0.29468E
<
0.001
I N/A I
<
1 0.002
4.53E-05I
0.014
0.000317
0.11
0.002493
5/22/981
0.001921
1001 1.601281 1
7.7! 0.1232991
61 0.096077
<
0.001
I N/A
1 <
0.0021
3.2E-05i
1 0.0121
0.0001921
! 0.005
8.01E-05
6/24/981
0.0020171
400! 6.7287121
6/25/98
0.00317
1801 4.7588041 1
AVERAGE
0.002473
#01 140.11 2.104032 j !rt# I 5.8151 0.1227931
##1
19.333331 0.381161
##1
0.0011
#DIV/0!
I ##1 0.0023331 4.86E-05I##
0.0234171
0.0005061
##1 0.023251
0.000523
MINIMUM
0.00071
01 581 01 01 0.110.001501
0
5
0.054744
0
0.0011
01 01 0.002
1.18E-051 0
0.006
3.55E-05
01 0.002
1.18E-05
MAXIMUM
0.004653
01 4001
6.8281251
01 221 0.498699
0
56
1.176774
0I 0.001
01 01 0.006
0.0001321
0
0.14
0.003071
01 0.11
0.002493
1

Yale198
0.21
0.018
0.00021 ; 1 2.3
0.05
0.21
0.03
I 1.4
0.185
6.0-11.0
0.24I
i
!
<?! Pb mg/1 I
Pb Ibs
<?
Hg mg/1 Hg lbs <?! Ni mgll NI Ibs ! <? Ag mg/1 Ag lbs ;<? Zn mgll Zn lbs {pH
{CODmgI ICOD1bs.
jALKmg/ {Cond.
< 1
0.002
4.54E-05
< 0.0002 I
N/A
0.15
0.003403
<
0.002
4.54E-05
0.0631 0.001429
8.471
01
5000
<
0.002
2.1E-05
<
0.0002 I
N/A
0.21
0.002207
<
0.002
2.1E-05
0.0481 0.000504
9.081
0
6000
0.008
0.000175
<
0.0002
N/A
0.24
0.005264
0.005
0.00011
0.2
0.004387
91
4000
<
0.002
1.18E-05
0.00/
N/A
0.046
0.000272
<
0.002
1.18E-05
0.053
0.000314
8
2350
<
0.002
7.76E-05
<
I 0.0002
NIA
0.036
0.001397
<
0.0021
7.76E-05
0.0821
0.003182
8.7
<
0.002
6.92E-05
'<
t' 0.0002
N/A
0.02
0.000692
<
0.002
6.92E-05
0.073
0.002527
9.1
<
0.002
4.11E-05
<
i 0.0002
N/A
0.025
0.000514
<
0.002
4.11E-05
0.054
0.001111
7.9
<
0.002
3E-05
<
1 0.0002
N/A
0.013
0.000195
<
0.002
3E-05
0.07
0.001051
6.7
<
0.002
1.82E-05
<
0.00021
N/A
0.014
0.000128
<
0.002
1.82E-05
0.0941
0.000858
8.7
<
0.002
5.93E-05
<
1 0.0002f
N/A
0.048
0.001424
<
0.0021
5.93E-05
0.0681
0.002018
9.1
<
0.0021
4.53E-05
<
E 0.0002
I N/A
0.13
0.002947
<
0.002
4.53E-05i
I 0.041
0.000929
10.8
<
0.0021
3.2E-05
<
( 0.00021N/A
1
0.0891
0.001425
<
1 0.002
3.2E-05
i 0.055
0.000881
6.7
## I 0.00251
5.22E-05 I ## 1 0.0002671
#OIV/0!
I ## 10.085083
0.0016561 ##
I 0.002251 4.67E-051##I
0.075083
0.001599
I #DIV/O! 1 01
01 0.002
1.18E-05_
0
! 0.0002
0
Of 0.013
0.0001281 0
0.002
1.18E-05
0I 0.0411 0.000314
6.7
0
0
01 0.008
0.000175
01 0.001
0
01 0.24
0.0052641 0
0.005
0.00011
0 0.21 0.004387
10.8
0
0

Ya1e298
YALE 197
neo, avg.
1
Pipe No. 01 'limits
12!
1
30
0.003
1.5
1.5
0.1
C1ty Monitor 1 0.01
Ire! 16.81
0.12
Date (Flow 14?
Moro mgll
BGD Ibs <?!
NH3 mgll
INH3 lbs
4?
TSS mg/I
1 TSS lbs
<? Cd mgll
Cd lbs
4?
Cr nig/l
I Cr tbs
<? ICu mg/
Cu lbs <?
Cn mg/I
7/28/S9
0.00267
780
17.388884
391
0.888444
20
0.445358
< 0.001
I NIA
<
0.01
0.000223
<
0.01
0.000223
0.06
7/29/98
0.00428
550
19.832381
201
0.713904
19
0.878209
< 1
0.001
N/A
<
0.01
0.000357
0.012
0.000428
0.045
7/30/98
0.00141
180
2.116692
<
0.11
0.001178
11
0.129353
<
0.001
I N/A
<
0.01
0.000118
<
0.01
0.0001181
0.07
7/31/98
0.00408
r 460
18.6525121
121
0.408328
18
0.61249
<
0.001
N/A
c
0.01
0.00034
<
0.01
0.00034
0.003
SELF
0.048
8/18188
0.0019
190
3.01074
12
0.190152
10
0.15848
<
0.001
NIA
<
0.002
3.17E-05
0.014
0.000222
_ 8/10/98
0.00229
250
4.774651
14
0.28738
4
0.076394
<
0.001
N/A
<
0.002
3.82E-05
0.019
0.000363
<
0.002
8/20/88
0.00108
481
0.4028221
3.8
0.033277
15
0.131355
<
0.001
N/A
<
0.002
1.75E-05
0.012
0.000105
0.01
8/21/98
0.0002
2.81
0.00433881
0.11
0.000167
<
1
0.001688
<
0.001
N/A
<
0.002
3.34E-08
0.01
1.67E-05
0.005
11/17/88
0.006808
670
38,0417424
39
221437
120
6.813448
<
0.001
N/A
<
0.002
0.000114
0.026
0.001478
0.142
0.124
11/18/98
0.00199
40
0.683884
3.4
0.058428
16
0.2655484
0.004
N/A
<
0.002
3.32E-05
0.027
0.000448
11 /19/98
0.00341
1100
31.28334
291 0.824743
37
1.052258
<
0.001
'N/A
<
I 0.002
5.69E-05
0.028
0.000739
1
0.084
11 /20/98
0.00277
501
1.155091
51 0.1155091
1
10
0.231018
<
0.001
I N/A
<
0.0021
4.82E-05
0.013
0.00031 1
0.027
AVERAGE
0.0027381
##1 359.88332.6!1 11.17558811
##
14.783331 0.47449
881
23416671 0.882963
0.0011
#ON/01
##
0.004687
0.000115
##
0.015751
0.0003981 #8
0.051687
MINIMUM
0.0002
0221437
0
0.001
0
0
2
0.142
,MAXIMUM
0.008808
01 11001 38.041742404
0
39
01 1201 8.88113448
0
0.001
0
0
0.1668
01
0.000357
0
0.027
0.00147781 0
Y!• 7°!°
Per":+
33.3°4
lit C.
TEC
/t.7°/a

Ya1e298
Cn tbs <?
0.001338 <
0.001608 c
0.000823
0.000102
0.000781
3.82E-05
8.76E-05
8.34E-06
0.008063
0.002058
0.002389
c
0.000624 <
0.001491 ##
8.34E-061 0
0.0080631 0
F
02
i 0.00021
i 2.31
02
1.41
6.0-11.0
0241
i
1
Pb 1
' Pb Ibs <? Hg mgll Hg Ibs <? I Ni mg/1
Ni Ibs
<? FAg mgli
Ag lbs
<? Zn mgll Zn Ms
pH
COOigJ
�'iiiti1
CODtbs.
ALKmg/
Cond.
0.005
0.0001111 <
0.0002
N/A
0.094
0.002093
<
0.002
4.45E-05
0.054
0.001202
8.91',
t;.t:
1!
Tl; C
'1
?l,i
mil
!
';i �:ilti1
0.005
0.000178
<
0.0002
N/A
0.072
0.00257
<
0.002
7.14E-05
0.078
0.002784
8.86
1;.;�fii;
1f ►1
!It
tit 11
tt i
i
: ;i;
, 11�1if-�,�i
t
0.005
5.88E-05
<
0.0002
N/A
0.02
0.000235
<
0.002
2.35E-05
0.12
0.001411
8.62
91:Iaisi
�.
f�
'
�� '�;
�
i' ,.i
1 i(t i
�
i;�i
�
siI f
;i
�,.���1
0.005
0.00017
<
0.0002
NIA
0.022
0.000749
<
0.0021
6.81E-05
0.0751
0.002552
6.9
d'
'r1!!i
i i
iI ,
sl�.(lti
=;
i 1;
..,i3
ts'
7_(tj !
t oil
:i `�Iit!!
#
s+.�i�Itsi
' i
!
lj
!
�slli
7. jj
i 7
i;
ill
i+'.lii61
t
4
I$
11
e i
i 01.
i f
4 it
Ali
i
tiu
;
i
i,
!1ij
i
li
0.002
3.17E-05
<
0.0002
N/A
0.032
0.000507
<
0.002
3.17E-05
0.08
0.001268
9.31
;
i l i
I,
It
I
i
it
i
" 1-,
1
0.002
3.82E-05
<
0.0002
N/A
0.047
0.000888
<
0.002
3.82E-05
0.051
0.000974
7.85
j9?i 1=1
t, '
1JP
!
IIt
j
. s
!
0.002
1.75E-05
<
0.0002
N/A
0.019
0.000166
<
0.002
1.75E-05
0.08
0.000701
7.6
;! ; :Ili
t
11o�w
rr#
Iltl11
1
0.002
3.34E-06
<
0.0002
N/A
0.002
3.34E-06
<
0.002
3.34E-06
0.082
0.000137
7.8
441
it
j:.
i
V
'4
t
iii
4
sll
I
0.002
0.000114
<
0.0002
N/A
0.087
0.00494
<
0.002
0.000114
0.052
0.002952
9.54:I
ai 1
pH
1 t
1111
} . It.
.
11 111
t
. 1 i
111
0.002
3.32E-05
<
0.00021N/A
0.01
0.000168
<
0.002
3.32E-05
0.14
0.002324
9.1
11 ii
1111
111 •
Ii
i14
.i
1 111
MI
t
;ii
it
0.019
0.00054
<
0.0002
NIA
0.082
0.002332
<
0.002
5.69E-05
0.053
0.001507
8.65
1Iilq
€
s it
ii;i
1
A
'�
;i
it li':;
'Ai
v
0.002
4.62E-05
<
0.0002IN/A
0.012
0.000277
<
0.002
4.62E-05
0.11
0.0023t
823
If!i'
l!L(jj ;' .
aIlislii
,
lb
el
1)3tif
! ?
st
. 1
c .. �i! j.
5j'.}
: i :1
if
1L11 'a
ii '
�.�
0.004417
0.000112 ## 0.0002
#DNJOI 1 dil 0.041583
0.001245 ## 0.002
4.57E-05
#st 0.080417 0.001677
! #ON/0t
I
1
0.002
3.34E-06 0
0.0002
0 0 0.002
3.34E-06 0 0.002
3.34E-06
0 0.051 0.000137
6.91 0
4 0
I 0.0191 0.00054 0
0.0002
0 0 0.094
0.00494 0 0.002
0.003114
01 0.14 0.002952
9.541 0
j 0

City of Monroe
Wastewater Treatment Plant
Sludge Management Plan
NPDES Permit # NC0024333
Discharge Serial # 001
775 Treeway Drive
Monroe, NC 28110
Page 1 of 2

Solid treatment and disposal facilities consist of aerobic digestion for stabilization of
waste activated sludge and storage of liquid sludge prior to contract land application as a
liquid on privately owned farmland.
Five aerobic digesters / thickeners / storage tanks are used for thickening, stabilization,
and storage of sludge. Waste activated sludge is pumped from the RAS pump stations to
digesters No. 3 and 4 where it is gravity thickened with decant water being conveyed by
gravity to the influent pump station for return to the liquid treatment process. Thickened
solids from digesters No. 3 and 4 are pumped to digesters / storage tanks No. 1, 2, and 5
for stabilization and solids concentration. Aerobic digester No. 1 has a diameter of 80
feet with a volume of 0.49 million gallons. Digester No. 2 has a diameter of 115 feet
with a volume of 1.15 million gallons. Digesters No. 5 has a diameter of 140 feet with a
volume of 3.0 million gallons and digesters / thickeners. No. 3 and 4 each have a
diameter of 65 feet and each with a volume of 0.25 million gallons. The total volume of
all digesters is 5.14 million gallons.
Thickened or unthickened solids can be conveyed to two centrifuges for dewatering and
storage if needed. Each centrifuge has a hydraulic capacity of 90 gallons per minute and
with the addition of cationic polymer can produce a dewatered cake with a solids
concentration of 15 percent.
A truck loading station is provided to pump thickened digested solids to tank trucks from
any of the digesters where it can be hauled and land applied by contract. The City of
Monroe has currently completed and submitted a permit modification and renewal for the
land application program Permit # WQ 00001346. A net total of 2,365.5 acres on 20
sites are being requested for the land application of a Class B Residual with the land
application of approximately 2,500 dry tons per year of solids.
Page 2 of 2