2018-10-01 NPDES PermitNEBRASKA
Good Life. Great Environment.
DEPT. OF ENVIRONMENTAL QUALITY SEP 2 5 2010
James Realph, Mayor
City of Blair
218 S 16th Street
Blair, NE 68008
RE: City of Blair Potable Water Treatment Plant
NDEQ ID: 46929
PROGRAM ID: NE0113913
Enclosed is the facility's:
® NPDES Permit ❑ NPP Permit ❑ NPDES/NPP Permit
A copy of the permit shall be routed to the facility contact person who is responsible for
retaining the NPDES facility records. Also enclosed is a Permit Compliance Checklist,
this provides a general overview of what NDEQ evaluates to determine compliance
during routine inspections.
Questions regarding the permit or monitoring reports should be directed to the NDEQ
compliance specialist as indicated below:
® Brett Anderson 402-679-1429
❑ John Flint
308-641-7273
❑ Nathan Kush
402-750-6077
pysj{
jj
❑ Mark Pomajzl
402-471-2936
❑ Jeff Stittle
308-530-0873
A copy of the permit shall be routed to the facility contact person who is responsible for
retaining the NPDES facility records. Also enclosed is a Permit Compliance Checklist,
this provides a general overview of what NDEQ evaluates to determine compliance
during routine inspections.
Questions regarding the permit or monitoring reports should be directed to the NDEQ
compliance specialist as indicated below:
® Brett Anderson 402-679-1429
❑ John Flint
308-641-7273
❑ Nathan Kush
402-750-6077
❑ Tim Lindeen
402-471-2023
❑ Mark Pomajzl
402-471-2936
❑ Jeff Stittle
308-530-0873
❑ Jason Windhorst
402-471-4205
Thank you.
"n
Kim Bubb, Staff Assistant
NPDES Permits and Compliance Section
Water Permits Division
Enclosures
cc w/o enclosure:
Allen R. Schoemaker, Director of Public Works
Blair PWTP
Department of Environmental Quality
P.O. Box 98922
NDEQ Omaha Field Office
NDEQ Scottsbluff Field Office
NDEQ Norfolk Office
NDEQ Lincoln Office
NDEQ Lincoln Office
NDEQ North Platte Field Office
NDEQ Lincoln Office
deq.ne.gov
Jim Macy, Director
1200 N Street, Suite 400 OFFICE 402-471-2186 FAX 402-471-2909
Lincoln, Nebraska 68509-8922 ndeq.moreinfo@nebraska.gov
a,
Ln
ti
_ -a
_ o
I=
— MO
a
C3
NI—EBRi �41I e , /--,I - -
DEPT. OF ENVIRONMENTAL QUALITY
This guidance document is advisory in nature but is binding on an agency until amended by such agency. A guidance document does not include
internal procedural documents that only affect the internal operations of the agency and does not impose additional requirements or penalties on
regulated parties or include confidential information or rules and regulations made in accordance with the Administrative Procedure Act. If you believe
that this guidance document imposes additional requirements or penalties on regulated parties, you may request a review of the document.
February 2017
Municipal Wastewater Treatment Facility Permit Compliance Checklist
Your permit provides the requirements you must meet to be in compliance with the National Pollutant
Discharge Elimination System (NPDES). The Nebraska Department of Environmental Quality (NDEQ)
performs routine inspections to verify compliance. These inspections include a review of your required
NPDES records, a review of your operation and maintenance activities, and observations of the physical
condition of your wastewater treatment facility (WWTF). Further details may be found in the body and
Attachment A of your permit and NDEQ Titles 119, 123, and 197, available on the Department website. During
a records review and the inspection, as applicable to your facility, we will evaluate the following list to
determine compliance:
General Permit Compliance
• Meeting Limits
• Meeting Compliance Schedule (if included)
• Effluent and Influent Sampling
• Meeting Narrative Requirements
• Visual Observation of the Effluent Discharge to the
receiving water.
Records Review
• 3 years of required records
Permit/Fact sheet/Application
DMRs
Analytical Results/Lab Documentation
• Sample Collection/Handling Documentation
• Flow records
Discharge Monitoring Reports (DMRs)
• Electronic Reporting
• DMRs Submitted On Time
• DMR Copies Retained
Reporting
• Backups
• Sanitary Sewer Overflow (SSO)
• By-pass
• Limit Violation
Lift Stations
Backup power/redundancy
• Pump Conditions
• Vents/Lights
• Alarms
• Screens/Comminutor/Grinder
• Auxiliary backup/Redundancy
Flow Measurement
• Condition of Equipment
• Calibration of Equipment
Lagoon Treatment
• Splitter Box
• Operating Depth
• Vegetation Control
If you have questions please call the Wastewater Section at 402-471-4220.
• Erosion Control
• Animal Control
• Lagoon Appearance
• Fence/Signs Condition
• Gate Closed and Locked
Mechanical Treatment
• Operation
• Process Control
• Physical Condition of the Equipment
• Backup Power/Redundancy
Biosolids
• Required Records and Land Application Setback
Compliance
• 40 CFR 503 Compliance
Laboratory
• Analytical Equipment Calibration
• Complete Bench Sheets
• Correct Analytical Methods
• Correct Laboratory Procedures
Sample Handling
• Correct Collection Method/Frequency
• Holding Time/Preservation/Temperature
General Operation and Maintenance (O&M)
• Maintenance Record Keeping
• Repairs
• Routine Jetting and Cleaning
• Inflow and Infiltration (1&1)
• SCADA/Alarms
Operator Certification
• Certified Operator
• Sufficient Backup
Pretreatment
• Significant Industrial Users (SIUs)
Industrial Stormwater Permit
• Only required if your design flow is 1 MGD or Greater
• SWPPP/BMPs/Inspections
Produced by: Nebraska Department of Environmental Quality, P.O. Box 98922, Lincoln, NE 68509-8922; phone (402) 471-2186. To
view this, and other information related to our agency, visit our web site at hitp.Ildeg.ne.gov.
Good Life. Great Environment.
DEPT. OF ENVIRONMENTAL QUALITY
Authorization to Discharge Under the
National Pollutant Discharge Elimination System
(NPDES)
This NPDES permit is issued in compliance with the provisions of the Federal Water Pollution Control Act (33-
U.S.C. Secs. 1251 et. seq. as amended to date), the Nebraska Environmental Protection Act (Neb. Rev. Stat. Secs.
81-1501 et. seq. as amended to date), and the Rules and Regulations promulgated pursuant to these Acts. The
facility and outfall(s) identified in this permit are authorized to discharge wastewater and are subject to the
limitations, requirements, prohibitions and conditions set forth herein. This permit regulates and controls the
release of pollutants in the discharge(s) authorized herein. This permit does not relieve permittees of other duties
and responsibilities under the Nebraska Environmental Protection Act, as amended, or established by regulations
promulgated pursuant thereto.
NPDES Permit No.
NE0113913
NDEQ ID
46929
Permittee
City of Blair
Facility Name
Blair Water Treatment Plant
Facility Location
742 East Fairview Road, Blair, NE 68008
Facility Mailing Address
218 South 16'" Street, Blair, NE 68008
Latitude/Longitude
41.551944 ON, 96.101389 °W
Legal Description
NE 1/, NE'/a, Section 7, Township 18 N, Range 12 W, Washington County
Receiving Water
Missouri River (Segment MTI -10000 in the Missouri River Tributaries Basin)
Effective Date
October 1, 2018
Expiration Date
September 30, 2023
Pursuant to the Delegation Memorandum dated August 22, 2016 and signed by the Director, the undersigned
hereby executes this document
on the behalf of the Director.
T, -J
Signed this day of /�
Sheley Schneider
Wat ermits Division Administrator
Department of Environmental Quality
P.O. Box 98922
deq.rli
Tim Macy, Director
1200 N Street, Suite 400 OFFICE 402-471-2186 FAX 402-471-2909
Lincoln, Nebraska 68509-8922 ndeq.moreinfo@nebraska.gov
Blair Potable Water Treatment Plant
NPDES Permit NEO 113913
Table of Contents
October 1, 2018
Page 2 of 5
Part I. Discharge Limits and Monitoring Requirements for Outfall 002.............................................................. 3
A. Outfall 002 Discharge Monitoring Requirements.......................................................................................... 3
PartH Best Management Practices.......................................................................................................................4
Part III. Other Requirements and Conditions......................................................................................................4
A. Narrative Limits, Discharges Authorized Under this Permit.........................................................................4
B. Additional Monitoring...................................................................................................................................4
C. Method Detection Limit Reporting Requirements.........................................................................................4
D. Certified Operator Requirement.....................................................................................................................4
E. Permit Attachments........................................................................................................................................ 4
F. Permit Modification and Reopening..............................................................................................................4
G. Electronic Submission of Discharge Monitoring Reports..............................................................................4
Tableof Contents for Appendix A............................................................................................................................. 5
Blair Potable Water Treatment Plant October 1, 2018
NPDES Permit NEO 113913 Page 3 of 5
Part L Discharge Limits and Monitoring Requirements for Outfall 002
The discharge of lime solids and wastewater from Outfall 002, final effluent to the Missouri River, is authorized
and shall be monitored and limited as specified in the tables below. Monitoring shall be conducted by sampling
after all treatment processes and prior to mixing with any other outfall discharge before final discharge to the
receiving stream, unless an alternative or more specific monitoring point is specified by the NDEQ.
A. Outfall 002 Discharge Monitoring Requirements
Flow
50050
MGD
Report
Report
Quarterly
Measured or
Calculated
Total Residual
50060
mg/L
Report
Report
Semi -Annually
Grab
Chlorine (TRC)
Total Suspended Solids
00530
mg/L
Report
Report
Quarterly (b)
Composite
Dry Solids Discharge
Measured or
to Solution Handling
00167
kg
Report
Report
Quarterly
Calculated
System
Blair Potable Water Treatment Plant
NPDES Permit NEO 113913
Part H Best Management Practices
October 1, 2018
Page 4 of 5
Upon issuance of this permit, the City of Blair shall implement best management practices (BMPs) to reduce the
concentration and aesthetics of total suspended solids discharged from the facility. The City of Blair shall evaluate
and implement the possible plant changes, additions, or practices to reduce or eliminate slug loads of lime solids
discharged to the Missouri River and reduce aesthetics issues from lime solids. Maintenance of implemented
BMPs must be continued through the permit term.
Part III. Other Requirements and Conditions
A. Narrative Limits, Discharges Authorized Under this Permit
1. Shall not be toxic to aquatic life in surface waters of the State outside the mixing zones allowed in
NDEQ Title 117, Nebraska Surface Water Quality Standards,
2. Shall not contain pollutants at concentrations or levels that produce objectionable films, colors,
turbidity, deposits, or noxious odors in the receiving stream or waterway, and
3. Shall not contain pollutants at concentrations or levels that cause the occurrence of undesirable or
nuisance aquatic life in the receiving stream.
B. Additional Monitoring
The Department may require increases in the monitoring frequencies set forth in this permit to address new
information concerning a discharge, evidence of potential noncompliance, suspect water quality in a
discharge, evidence of water quality impacts in the receiving stream or waterway, or other similar concerns.
The Department may require monitoring for additional parameters not specified in this permit to address
new information concerning a discharge, evidence of potential noncompliance, suspect water quality in a
discharge, evidence of water quality impacts in the receiving stream or waterway, or other similar concerns.
C. Method Detection Limit Reporting Requirements
The minimum detection limit (MDL) is defined as the level at which the analytical system gives acceptable
calibration points. If the analytical results are below MDL then the reported value on the DMR shall be a
numerical value less than the MDL (e.g. <0.005).
D. Certified Operator Requirement
This facility is to be operated and maintained by operators certified in accordance with NDEQ Title 197,
Rules and Regulations for the Certification of Wastewater Treatment Facility Operators in Nebraska.
E. Permit Attachments
The attachments to this permit may be modified without a formal modification of the permit.
F. Permit Modification and Reopening
This permit may be reopened and modified after public notice and opportunity for a public hearing for
reasons specified in NDEQ Title 119 — Rules and Regulations Pertaining to the Issuance of Permits under
the National Pollutant Discharge Elimination System, Chapter 24.
G. Electronic Submission of Discharge Monitoring Reports
The National Pollutant Discharge Elimination System (NPDES) Electronic Reporting Rule requires
electronic reporting of NPDES information rather than the currently required paper based reports from the
permitted facilities. To comply with the federal rule, permittees are required to submit DMRs
electronically using the EPA NetDMR tool (Appendix A of 40 CFR part 127). Permittees may seek an
electronic reporting waiver by submitting a letter to the department with a brief written statement regarding
the basis for needing such a temporary waiver. The department will either approve or deny this electronic
reporting waiver request. The duration of a temporary waiver may not exceed 5 years, which is the normal
period for an NPDES permit term.
Blair Potable Water Treatment Plant October 1, 2018
NPDES Permit NEO 113913 Page 5 of 5
Table of Contents for Appendix A
Standard Conditions that Apply to NPDES and NPP Permits
Section Page
1.
Information Available.........................................................................................................................................1
2.
Duty to Comply...................................................................................................................................................1
3.
Violations of this Permit......................................................................................................................................
l
4.
Duty to Reapply...................................................................................................................................................
l
5.
Need to Halt or Reduce Activity not a Defense..................................................................................................1
6.
Duty to Mitigate..................................................................................................................................................1
7.
Proper Operation and Maintenance................................................................
1
8.
Permit Actions.....................................................................................................................................................2
9.
Property Rights....................................................................................................................................................2
10.
Duty to Provide Information...............................................................................................................................2
11.
Inspection and Entry............................................................................................................................................2
12.
Monitoring and Records......................................................................................................................................2
13.
Signatory Requirements......................................................................................................................................3
14.
Reporting Requirements......................................................................................................................................4
15.
Bypass.................................................................................................................................................................6
16.
Upset....................................................................................................................................................................7
17.
Other Rules and Regulations Liability................................................................................................................7
18.
Severability..........................................................................................................................................................7
19.
Other Conditions that Apply to NPDES and NPP Permits.................................................................................7
20.
Definitions.........................................................................................................................................................10
21.
Abbreviations....................................................................................................................................................12
Appendix A
Conditions Applicable to all NPDES Permits
The following conditions apply to all NPDES permits:
1. Information Available
All permit applications, fact sheets, permits, discharge data, monitoring reports, and any public comments
concerning such shall be available to the public for inspection and copying, unless such information about
methods or processes is entitled to protection as trade secrets of the owner or operator under Neb. Rev. Stat.
§81-1527, (Reissue 1999) and NDEQ Title 115, Chapter 4.
2. Duty to Comply
a. The permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a
violation of the Federal Clean Water Act and the Applicable State Statutes and Regulations and is
grounds for enforcement action; for permit termination, revocation and reissuance, or modification; or
denial of a permit renewal application.
b. The permittee shall comply with effluent standards or prohibitions established under section 307(a) of the
Clean Water Act for toxic pollutants and with standards for sewage sludge use or disposal established
under section 405(d) of the CWA within the time provided in the regulations that establish these
standards or prohibitions or standards for sewage sludge use or disposal, even if the permit has not yet
been modified to incorporate the requirement.
3. Violations of this Permit
a. Any person who violates this permit maybe subject to penalties and sanctions as provided by the Clean
Water Act.
b. Any person who violates this permit maybe subject to penalties and sanctions as provided by the
Nebraska Environmental Protection Act.
4. Duty to Reapply
If the permittee wishes to continue an activity regulated by this permit after the expiration date of this permit,
the permittee must apply for and obtain a new permit.
5. Need to Halt or Reduce Activity not a Defense
It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the conditions of this permit.
6. Duty to Mitigate
The permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in
violation of this permit which has a reasonable likelihood of adversely affecting human health or the
environment.
7. Proper Operation and Maintenance
The permittee shall at all times properly operate and maintain all facilities and systems of treatment and
control (and related appurtenances) which are installed or used by the permittee to achieve compliance with
the conditions of this permit. Proper operation and maintenance also includes effective performance based on
designed facility removals, effective management, adequate operator staffing and training, adequate process
controls, adequate funding that reflects proper user fee schedules, adequate laboratory controls and
appropriate quality assurance procedures. This provision requires the operation of back-up or auxiliary
Page 1 of 12
facilities or similar systems which are installed by a permittee only when the operation is necessary to achieve
compliance with the conditions of this permit.
8. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the
permittee for a permit modification, revocation and reissuance, or termination, or a notification of planned
changes or anticipated noncompliance does not stay any permit condition.
9. Property Rights
This permit does not convey any property rights of any sort, or any exclusive privilege.
10. Duty to Provide Information
The permittee shall furnish to the Director, within a reasonable time, any information which the Director may
request to determine whether cause exists for modifying, revoking and reissuing, or terminating this permit or
to determine compliance with this permit. The permittee shall also furnish to the Director upon request,
copies of records required to be kept by this permit.
11. Inspection and Entry
The permittee shall allow the Director, or an authorized representative (including an authorized contractor
acting as a representative of the Administrator), upon presentation of credentials and other documents as may
be required by law, to:
a. Enter upon the permittee's premises where a regulated facility or activity is located or conducted, or
where records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this
permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment),
practices, or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise
authorized by the Clean Water Act, any substances or parameters at any location.
12. Monitoring and Records
a. Samples and measurements taken for the purpose of monitoring shall be representative of the monitored
activity.
b. Except for records of monitoring information required by this permit related to the permittee's sewage
sludge use and disposal activities, which shall be retained for a period of at least five years (or longer as
required by 40 CFR Part 503), the permittee shall retain records of all monitoring information, including
all calibration and maintenance records and all original strip chart recordings for continuous monitoring
instrumentation, copies of all reports required by this permit, and records of all data used to complete the
application for this permit, for a period of at least 3 years from the date of the sample, measurement,
report or application. This period may be extended by request of the Director at any time.
c. Records of monitoring information shall include:
i) The date(s), exact place, time and methods of sampling or measurements;
ii) The individual(s) who performed the sampling or measurements;
iii) The date(s) analyses were performed;
iv) The individual(s) who performed the analyses;
v) The analytical techniques or methods used; and
Page 2 of 12
vi) The results of such analyses.
d. Monitoring must be conducted according to test procedures approved under NDEQ Title 119, Chapter 27
002 unless another method is required under 40 CFR Subchapters N — Effluent Guidelines and Standards
Parts 425 to 471 or O — Sewer Sludge Parts 501 and 503.
e. Falsifies, Tampers, or Knowingly Renders Inaccurate
i) On actions brought by EPA, the Clean Water Act provides that any person who falsifies, tampers
with, or knowingly renders inaccurate any monitoring device or method required to be maintained
under this permit shall, upon conviction: be punished by a fine of not more than $10,000, or by
imprisonment for not more than 2 years, or both. If a conviction of a person is for a violation
committed after a first conviction of such person under this paragraph, punishment is a fine of not
more than $20,000 per day of violation, or by imprisonment of not more than 4 years, or both.
ii) On action brought by the State, The Nebraska Environmental Protection Act provides that any person
who falsifies, tampers with, or knowingly renders inaccurate any monitoring device or method
required to be maintained under this permit shall, upon conviction, be punished pursuant to Neb. Stat.
§81-1508.01.
13. Signatory requirements
a. All applications, reports, or information submitted to the Director shall be signed and certified.
i) All permit applications shall be signed as follows:
(a) For a corporation
(i) By a responsible corporate officer: For the purpose of this section, a responsible corporate
officer means:
(a) A president, secretary, treasurer, or vice-president of the corporation in charge of a
principal business function, or any other person who performs similar policy or decision-
making functions for the corporation, or
(b) The manager of one or more manufacturing, production, or operating facilities, provided,
the manager is authorized to make management decisions which govern the operation of
the regulated facility including having the explicit or implicit duty of making major
capital investment recommendations, and initiating and directing other comprehensive
measures to assure long term environmental compliance with environmental laws and
regulations; the manager can ensure that the necessary systems are established or actions
taken to gather complete and accurate information for permit application requirements;
and where authority to sign documents has been assigned or delegated to the manager in
accordance with corporate procedures.
(b) For a partnership or sole proprietorship
(i) By a general partner or the proprietor.
(c) For a municipality, State, Federal, or other public agency
(i) By either a principal executive officer or ranking elected official. For purposes of this
section, a principal executive officer of a Federal agency includes:
(a) The chief executive officer of the agency, or
(b) A senior executive officer having responsibility for the overall operations of a principal
geographic unit of the agency (e.g., Regional Administrators of EPA).
b. Reports and Other Information
i) All reports required by permits, and other information requested by the Director shall be signed by a
person described in this section [paragraphs 13. a. i) (a),(b), or (c)], or by a duly authorized
representative of that person. A person is a duly authorized representative only if:
Page 3 of 12
(a) The authorization is made in writing by a person described in paragraphs 13. a. i) (a),(b), or (c);
(b) The authorization specifies either an individual or a position having responsibility for the overall
operation of the regulated facility or activity such as the position of plant manager, operator of a
well or a well field, superintendent, position of equivalent responsibility, or an individual or
position having overall responsibility for environmental matters for the company, (a duly
authorized representative may thus be either a named individual or any individual occupying a
named position) and;
(c) The written authorization is submitted to the Director.
c. Changes to Authorization
If an authorization of paragraphs 13. a. i) (a),(b), or (c) is no longer accurate because a different individual
or position has responsibility for the overall operation of the facility, a new authorization satisfying the
requirements of this section must be submitted to the Director prior to or together with any reports,
information, or applications to be signed by an authorized representative.
d. Certification
All applications, reports and information submitted as a requirement of this permit shall contain the
following certification statement:
i) I certify under penalty of law that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified personnel
properly gathered and evaluated the information submitted. Based on my inquiry of the person or
persons who manage the system, or those persons directly responsible for gathering the information,
the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I
am aware that there are significant penalties for submitting false information, including the possibility
of fine and imprisonment for knowing violations.
e. False Statement, Representation, or Certification
i) The CWA provides that any person who knowingly makes any false statement, representation, or
certification in any record or other document submitted or required to be maintained under this
permit, including monitoring reports or reports of compliance or noncompliance shall, upon
conviction, be punished by a fine of not more than $10,000 per violation, or by imprisonment for not
more than 6 months per violation, or by both.
ii) The Nebraska Environmental Protection Act provides criminal penalties and sanctions for false
statement, representation, or certification in any application, label, manifest, record, report, plan, or
other document required to be filed or maintained by the Environmental Protection Act, the Integrated
Solid Waste Management Act, the Livestock Waste Management Act or the rules or regulations
adopted and promulgated pursuant to such acts.
14. Reporting Requirements
a. Planned Changes
i) The permittee shall give notice to the Director as soon as possible of any planned physical alterations
or additions to the permitted facility. Notice is required only when:
(a) The alteration or addition to a permitted facility may meet one of the criteria for determining
whether a facility is a new source in NDEQ Title 119, Chapter 4 and 8.
(b) The alteration or addition could significantly change the nature or increase the quantity of
pollutants discharged. This notification applies to pollutants which are subject neither to effluent
limitations in the permit, nor to notification requirements under NDEQ Title 119, Chapter 15.
(c) The alteration or addition results in a significant change in the permittee's sludge use or disposal
practices, and such alteration, addition, or change may justify the application of permit conditions
Page 4 of 12
that are different from or absent in the existing permit, including notification of additional use or
disposal sites not reported during the permit application process or not reported pursuant to an
approved land application plan. The sludge program is not delegated to the State so notification
to the EPA Regional Administrator in addition to the State is required.
b. Anticipated Noncompliance
The permittee shall give advance notice to the Director of any planned changes in the permitted facility or
activity which may result in noncompliance with permit requirements.
c. Transfers
This permit is not transferable to any person except after notice to the Director. The Director may require
modification or revocation and reissuance of the permit to change the name of the permittee and
incorporate such other requirements as may be necessary under NDEQ Title 119, Chapter 24 in some
cases, modification or revocation and reissuance is mandatory.
d. Monitoring Reports
i) Monitoring results shall be reported at the intervals specified elsewhere in this permit.
ii) Monitoring results must be reported on a Discharge Monitoring Report (DMR) or forms provided or
specified by the Director.
iii) Monitoring results shall be submitted on a quarterly basis using the reporting schedule set forth
below, unless otherwise specified in this permit or by the Department.
Monitoring Quarters DMR Reporting Deadlines
January - March April 28
April - June July 28
July - September October 28
October - December January 28
iv) For reporting results of monitoring of sludge use or disposal practices
v) Additional reports may be required by the EPA Regional Administrator.
vi) If the permittee monitors any pollutant more frequently than required by the permit using test
procedures approved in NDEQ Title 119, Chapter 27 002, or another method required for an industry -
specific waste stream under 40 CFR Subchapters N — Effluent Guidelines and Standards Parts 425 to
471 and O — Sewer Sludge Parts 501 and 503, the results of such monitoring shall be included in the
calculation and reporting of the data submitted in the DMR or sludge reporting form specified by the
Director or EPA Regional Administrator.
vii) Calculations for all limitations which require averaging of measurements shall utilize an arithmetic
mean unless otherwise specified by the Director in the permit.
e. Compliance Schedules
Reports of compliance or noncompliance with, or any progress reports on, interim and final requirements
contained in any compliance schedule of this permit shall be submitted no later than 14 days following
each schedule date.
f. Twenty-four Hour Reporting
i) The permittee shall report any noncompliance which may endanger human health or the environment.
Any information shall be provided orally within 24 hours from the time the permittee becomes aware
of the circumstances. A written submission shall also be provided within 5 days of the time the
permittee becomes aware of the circumstances. The written submission shall contain a description of
the noncompliance and its cause; the period of noncompliance, including exact dates and times, and if
the noncompliance has not been corrected, the anticipated time it is expected to continue; and steps
taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance.
Page 5 of 12
ii) The following shall be included as information which must be reported within 24 hours under this
paragraph.
(a) Any unanticipated bypass which exceeds any effluent limitation in this permit.
(b) Any upset which exceeds any effluent limitation in this permit.
(c) Violation of a maximum daily discharge limitation for any of the pollutants listed by the Director
in the permit to be reported within 24 hours.
g. The Director may waive the written report on a case-by-case basis for reports under section 14. f. ii) (a),
(b) and (c) if the oral report has been received within 24 hours.
h. Other noncompliance
The permittee shall report all instances of noncompliance not reported under paragraphs d., e., and f. of
this section, at the time monitoring reports are submitted. The reports shall contain the information listed
in paragraph f. of this section.
i. Other information
Where the permittee becomes aware that it failed to submit any relevant facts in a permit application, or
submitted incorrect information in a permit application or in any report to the Director, it shall promptly
submit such facts or information.
j. Noncompliance Report Forms
i) Noncompliance Report Forms are available from the Department and shall be submitted with or as
the written noncompliance report.
ii) The submittal of a written noncompliance report does not relieve the permittee of any liability from
enforcement proceedings that may result from the violation of permit or regulatory requirements.
15. Bypass
a. Definitions
i) Bypass means the intentional diversion of waste streams from any portion of a treatment facility.
ii) Severe property damage means substantial physical damage to property, damage to the treatment
facilities which causes them to become inoperable, or substantial and permanent loss of natural
resources which can reasonably be expected to occur in the absence of a bypass. Severe property
damage does not mean economic loss caused by delays in production.
b. Bypass Not Exceeding Limitations
The permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded,
but only if it also is for essential maintenance to assure efficient operation. These bypasses are not
subject to the provisions of paragraphs 15.c. and d. of this section.
c. Notice
i) Anticipated Bypass
If the permittee knows in advance of the need for a bypass, it shall submit prior notice, if possible at
least ten days before the date of the bypass.
ii) Unanticipated Bypass
The permittee shall submit notice of an unanticipated bypass as required in paragraph 141 of this
section (24-hour notice).
d. Prohibition of Bypass
Bypass is prohibited, and the Director may take enforcement action against a permittee for bypass, unless:
Page 6 of 12
i) Bypass was unavoidable to prevent loss of life, personal injury, or severe property damage;
ii) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,
retention of untreated wastes, or maintenance during normal periods of equipment downtime. This
condition is not satisfied if adequate back-up equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance; and
iii) The permittee submitted notices as required under paragraph 15.c. of this section.
e. The Director may approve an anticipated bypass, after considering its adverse effects, if the Director
determines that it will meet the three conditions listed above in paragraph 15.d.
16. Upset
a. Definition
Upset means an exceptional incident in which there is unintentional and temporary noncompliance with
technology based permit effluent limitations because of factors beyond the reasonable control of the
permittee. An upset does not include noncompliance to the extent caused by operational error,
improperly designed treatment facilities, inadequate treatment facilities, lack of preventive maintenance,
or careless or improper operation.
b. Effect of an Upset
An upset constitutes an affirmative defense to an action brought for noncompliance with such technology
based permit effluent limitations if the requirements of paragraph 16.c. of this section are met. No
determination made during administrative review of claims that noncompliance was caused by upset, and
before an action for noncompliance, is final administrative action subject to judicial review.
c. Conditions Necessary for a Demonstration of Upset.
A permittee who wishes to establish the affirmative defense of upset shall demonstrate, through properly
signed, contemporaneous operating logs, or other relevant evidence that:
i) An upset occurred and that the permittee can identify the cause(s) of the upset;
ii) The permitted facility was at the time being properly operated;
iii) The permittee submitted notice of the upset as required in paragraph 141 ii) (a), of this section (24-
hour notice).
iv) The permittee complied with any remedial measures required under paragraph (d) of this section.
d. Burden of Proof
In any enforcement proceeding, the permittee seeking to establish the occurrence of an upset has the
burden of proof.
17. Other Rules and Regulations Liability
The issuance of this permit in no way relieves the obligation of the permittee to comply with other rules and
regulations of the Department.
18. Severability
If any provision of this permit is held invalid, the remainder of this permit shall not be affected.
19. Other Conditions that Apply to NPDES and NPP Permits
a. Land Application of Wastewater Effluent
The permittee shall be permitted to discharge treated domestic wastewater effluent by means of land
application in accordance with the regulations and standards set forth in NDEQ Title 119, Chapter 12 002.
Page 7 of 12
The Wastewater Section of the Department must be notified in writing if the permittee chooses to land
apply effluent.
b. Toxic Pollutants
The permittee shall not discharge pollutants to waters of the state that cause a violation of the standards
established in NDEQ Titles 117, 118 or 119. All discharges to surface waters of the state shall be free of
toxic (acute or chronic) substances which alone or in combination with other substances, create conditions
unsuitable for aquatic life outside the appropriate mixing zone.
c. Oil and Hazardous Substances/Spill Notification
Nothing in this permit shall preclude the initiation of any legal action or relieve the permittee from any
responsibilities, liabilities or penalties under section 311 of the Clean Water Act. The permittee shall
conform to the provisions set forth in NDEQ Title 126, Rules and Regulations Pertaining to the
Management of Wastes. If the permittee knows, or has reason to believe, that oil or hazardous substances
were released at the facility and could enter waters of the state or any of the outfall discharges authorized
in this permit, the permittee shall immediately notify the Department of a release of oil or hazardous
substances. During Department office hours (i.e., 8:00 a.m. to 5:00 p.m., Monday through Friday, except
holidays), notification shall be made to the Nebraska Department of Environmental Quality at telephone
numbers (402) 471-2186 or (877) 253-2603 (toll free). When NDEQ cannot be contacted, the permittee
shall report to the Nebraska State Patrol for referral to the NDEQ Immediate Response Team at telephone
number (402) 471-4545. It shall be the permittee's responsibility to maintain current telephone numbers
necessary to carry out the notification requirements set forth in this paragraph.
d. Removed Substances
i) Solids, sludge, filter backwash or other pollutants removed in the course of treatment or control of
wastewater shall be disposed of at a site and in a manner approved by the Nebraska Department of
Environmental Quality.
(a) The disposal of nonhazardous industrial sludges shall conform to the standards established in or
to the regulations established pursuant to 40 CFR Part 257.
(b) The disposal of sludge shall conform to the standards established in or to the regulations
established pursuant to 40 CFR Part 503.
(c) If solids are disposed of in a licensed sanitary landfill, the disposal of solids shall conform to the
standards established in NDEQ Title 132.
ii) Publicly owned treatment works shall dispose of sewage sludge in a manner that protects public
health and the environment from any adverse effects which may occur from toxic pollutants as
defined in Section 307 of the Clean Water Act.
iii) This permit may be modified or revoked and reissued to incorporate regulatory limitations established
pursuant to 40 CFR Part 503.
e. Representative Sampling
i) Samples and measurements taken as required within this permit shall be representative of the
discharge. All samples shall be taken at the monitoring points specified in this permit and, unless
otherwise specified, before the effluent joins or is diluted by any other waste stream, body of water,
or substance. Monitoring points shall not be changed without notification to the Department and with
the written approval of the Director.
ii) Composite sampling shall be conducted in one of the following manners;
(a) Continuous discharge - a minimum of one discrete aliquot collected every three hours,
(b) Less than 24 hours - a minimum of hourly discrete aliquots or a continuously drawn sample shall
be collected during the discharge, or
Page 8 of 12
(c) Batch discharge - a minimum of three discrete aliquots shall be collected during each discharge.
(d) Composite samples shall be collected in one of the following manners:
(i) The volume of each aliquot must be proportional to either the waste stream flow at the time
of sampling or the total waste stream flow since collection of the previous aliquot,
(ii) A number of equal volume aliquots taken at varying time intervals in proportion to flow,
(iii)A sample continuously collected in proportion to flow, and
(e) Where flow proportional sampling is infeasible or non -representative of the pollutant loadings,
the Department may approve the use of time composite samples.
(f) Grab samples shall consist of a single aliquot collected over a time period not exceeding 15
minutes.
iii) All sample preservation techniques shall conform to the methods adopted in NDEQ Title 119,
Chapter 21 006 unless:
(a) In the case of sludge samples, alternative techniques are specified in 40 CFR Part 503, or
(b) Other procedures are specified in this permit.
iv) Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices
shall be used to insure the accuracy and reliability of measurements. The devices shall be installed,
calibrated and maintained to insure the accuracy of the measurements. The accepted capability shall
be consistent with that type of device. Devices selected shall be capable of measuring flows with a
maximum deviation of +/- 10%. The amount of deviation shall be from the true -discharge rates
throughout the range of expected discharge volumes. Guidance can be obtained from the following
references for the selection, installation, calibration and operation of acceptable flow measurement
devices:
(a) "Water Measurement Manual," U.S. Department of the Interior, Bureau of Reclamation, Third
Edition, Revised Reprint, 2001.
(Available online at http://www.usbr.gov/tse/techi-efei-elices/mands/wmm/index.htm)
(b) "NPDES Compliance Flow Measurement Manual, "U.S. Environmental Protection Agency,
Office of Water Enforcement, Publication MCD -77, September 1981, 147 pp.
(Available online at http://www.epa.gov/nscep, and enter `NPDES Compliance Flow
Measurement Manual, Publication MCD -77' in the search box)
f. Changes of Loadings to Publicly Owned Treatment Works (POTWs)
All POTWs must provide adequate notice to the Director of the following:
i) Any new introduction of pollutants into the POTW from an indirect discharger which would be
subject to NDEQ Title 119, Chapter 26, if it were directly discharging those pollutants;
ii) Any substantial change in the volume or character of pollutants being introduced into that POTW by
a source introducing pollutants into the POTW at the time of issuance of the permit.
iii) For purposes of this paragraph, adequate notice shall include information on the quality and quantity
of effluent introduced into the POTW, and any anticipated impact of the change on the quantity or
quality of effluent to be discharged from the POTW.
Page 9 of 12
20. Definitions
Administrator: The Administrator of the USEPA.
Aliquot: An individual sample having a minimum volume of 100 milliliters that is collected either manually
or in an automatic sampling device.
Annually: Once every calendar year.
Authorized Representative: Individual or position designated the authorization to submit reports,
notifications, or other information requested by the Director on behalf of the Owner under the circumstances
that the authorization is made in writing by the Owner, the authorization specifies the individual or position
who is duly authorized, and the authorization is submitted to the Director.
Bimonthly: Once every other month.
Biosolids: Sewage sludge that is used or disposed through land application, surface disposal, incineration, or
disposal in a municipal solid waste landfill.
Biweekly: Once every other week.
Bypass: The intentional diversion of wastes from any portion of a treatment facility.
Certifying Official: See Section 13, Standard Conditions above.
Daily Average: An effluent limitation that cannot be exceeded and is calculated by averaging the monitoring
results for any given pollutant parameter obtained during a 24-hour day.
Department: Nebraska Department of Environmental Quality.
Director: The Director of the Nebraska Department of Environmental Quality.
Industrial Discharge: Wastewater that originates from an industrial process and / or is noncontact cooling
water and / or is boiler blowdown.
Industrial User: A source of indirect discharge (a pretreatment facility).
Monthly Average: An effluent limitation that cannot be exceeded. It is calculated by averaging any given
pollutant parameter monitoring results obtained during a calendar month.
Operator: A person (often the general contractor) designated by the owner who has day to day operational
control and/or the ability to modify project plans and specifications related to the facility.
Owner: A person or party possessing the title of the land on which the activities will occur; or if the activity
is for a lease holder, the party or individual identified as the lease holder; or the contracting government
agency responsible for the activity.
Outfall: A discernible, confined and discrete conveyance, including but not limited to any pipe, ditch,
channel, tunnel, conduit, well, discrete fissure, or container from which pollutants are or may be discharged
into Waters of the State.
Passive Discharge: A discharge from a POTW that occurs in the absence of an affirmative action and is not
authorized by the NPDES permit (e.g. discharges due to a leaking valve, discharges from an overflow
structure) and / or is a discharge from an overflow structure not designed as part of the POTW (e.g. discharges
resulting from lagoon berm / dike breaches).
Publicly Owned Treatment Works (POTW): A treatment works as defined by Section 212 of the Clean
Water Act (Public Law 100-4) which is owned by the state or municipality, excluding any sewers or other
conveyances not leading to a facility providing treatment.
Semiannually: Twice every year.
Page 10 of 12
Significant Industrial User (SIU): All industrial users subject to Categorical Pretreatment Standards or any
industrial user that, unless exempted under Chapter 1, Section 105 of NDEQ Title 119, discharges an average
of 25,000 gallons per day or more of process water; or contributes a process waste stream which makes up 5
percent or more of the average dry weather hydraulic or organic capacity of the POTW; or is designated as
such by the Director on the basis that the industrial user has a reasonable potential for adversely affecting the
POTW's operation or for violating any National Pretreatment Standard or requirement.
Sludge: Any solid, semisolid, or liquid waste generated from a municipal, commercial, or industrial
wastewater treatment plant, water supply treatment plant, or air pollution control facility or any other such
waste having similar characteristics and effect.
30 -Day Average: An effluent limitation that cannot be exceeded. It is calculated by averaging any given
pollutant parameter monitoring results obtained during a calendar month.
Total Toxic Organics (TTO): The summation of all quantifiable values greater than 0.01 milligrams per
liter (mg/1) for toxic organic compounds that may be identified elsewhere in this permit. (If this term has
application in this permit, the list of toxic organic compounds will be identified, typically in the Limitations
and Monitoring Section(s) and/or in an additional Appendix to this permit.)
Toxic Pollutant: Those pollutants or combination of pollutants, including disease causing agents, after
discharge and upon exposure, ingestion, inhalation or assimilation into an organism, either directly from the
environment or indirectly by ingestion through food chains will, on the basis of information available to the
administrator, cause death, disease, behavioral abnormalities, cancer, genetic mutations, physiological
malfunction (including malfunctions in reproduction), or physical deformations in such organisms or their
offspring.
Upset: An exceptional incident in which there is unintentional and temporary noncompliance with
technology based permit effluent limitations because of factors beyond the reasonable control of the
permittee, excluding such factors as operational error, improperly designed or inadequate treatment facilities,
or improper operation and. maintenance or lack thereof.
Volatile Organic Compounds (VOC): The summation of all quantifiable values greater than 0.01
milligrams per liter (mg/1) for volatile, toxic organic compounds that may be identified elsewhere in this
permit. (See the definition for Total Toxic Organics above. In many instances, VOCs are defined as the
volatile fraction of the TTO parameter. If the term VOC has application in this permit, the list of toxic
organic compounds will be identified, typically in the Limitations and Monitoring Section(s) and/or in an
additional Appendix to this permit.)
Waters of the State: All waters within the jurisdiction of this state including all streams, lakes, ponds,
impounding reservoirs, marshes, wetlands, watercourses, waterways, wells, springs, irrigation systems,
drainage systems, and all other bodies or accumulations of water, surface and underground, natural or
artificial, public or private, situated wholly or partly within or bordering upon the state.
Weekly Average: An effluent limitation that cannot be exceeded. It is calculated by averaging any given
pollutant parameter monitoring results obtained during a fixed calendar week. The permittee may start their
week on any weekday but the weekday must remain fixed. The Department approval is required for any
change of the starting day.
"X" Day Average: An effluent limitation defined as the maximum allowable "X" day average of
consecutive monitoring results during any monitoring period where "X" is a number in the range of one to
seven days.
Page 11 of 12
21. Abbreviations
CFR: Code of Federal Regulations
kg/Day: Kilograms per Day
MGD: Million Gallons per Day
mg/L: Milligrams per Liter
NOI: Notice of Intent
NDEQ: Nebraska Department of Environmental Quality
NDEQ Title 115: Rules of Practice and Procedure
NDEQ Title 117: Nebraska Surface Water Quality Standards
NDEQ Title 118: Ground Water Quality Standards and Use Classification
NDEQ Title 119: Rules and Regulations Pertaining to the Issuance of Permits under the National Pollutant
Discharge Elimination System
NDEQ Title 126: Rules and Regulations Pertaining to the Management of Wastes
NDEQ Title 132: Integrated Solid Waste Management Regulations
NPDES: National Pollutant Discharge Elimination System
NPP: Nebraska Pretreatment Program
POTW: Publicly Owned Treatment Works
µg/L: Micrograms per Liter
WWTF: Wastewater Treatment Facility
Page 12 of 12
Nebraska Department of Environmental Qualit
NPDES Permits and Compliance Section
1200 `N' Street, Suite 400, The Atrium
PO Box 98922
Lincoln, NE 68509-8922
Tel. (402) 471-4220
Fax (402)471-2909
Fact Sheet
City of Blair Potable Water Treatment Plant
Blair, Nebraska
NPDES NE0113913 / NDEQ ID 46929
Table of Contents
A.
PROPOSED ACTION - TENTATIVE DETERMINATION.......................................................................................2
B.
APPLICANT AND FACILITY INFORMATION......................................................................................................2
C.
SEGMENT, USE DESIGNATIONS, AND IMPAIRMENTS......................................................................................2
D.
ANTIDEGRADATION REvIEw...........................................................................................................................3
E.
EXISTING PERMIT LIMITS................................................................................................................................3
F.
SUMMARY OF THE PROPOSED CHANGES IN THE DRAFT PERMIT..................................................................3
G.
BACKGROUND INFORMATION FOR THE BLAIR PWTP...................................................................................4
1. Overview and History of the Treatment Process.........................................................................................4
2. Report Requirements....................................................................................................................................5
3. Regional PWTP Environmental Studies......................................................................................................5
H.
BASIS FOR REQUIREMENTS IN THE DRAFT PERMIT.......................................................................................6
1.
FACTORS FOR BPJ DETERMINATION..............................................................................................................9
1. Estimated Cost of Technology.....................................................................................................................9
2. The Process Employed...............................................................................................................................10
3. Engineering Aspects..................................................................................................................................10
4. Renovations at the Blair PWTP.................................................................................................................10
5. Process Changes..............................:..........................................................................................................10
6. Effluent Reduction Benefits.......................................................................................................................1
l
7. Non -Water Quality Environmental Impacts..............................................................................................11
8. The Age of Equipment and Facilities.........................................................................................................12
9. Conclusion.................................................................................................................................................12
J.
REQUIREMENTS IN THE DRAFT PERMIT........................................................................................................13
1. Outfall 001
2. Monitoring and Limitations for Outfall 002
--=
3. Other Conditions and Requirements
='
--
K.
SUPPORTING DOCUMENTATION.....................................................................................................................15
L.
INFORMATION REQUESTS...............................................................................................................................16
1-n
ru
M.
SUBMISSION OF FORMAL COMMENTS OR REQUESTS FOR HEARING..........................................................16
C o
Attachment 1– Site Maps
C3
— 'o
Attachment 2 – Reasonable Potential for Aluminum
C o
ru
Blair Potable Water Treatment Plant
Fact Sheet for NPDES Permit No. NE0113913
A. Proposed Action - Tentative Determination
October 1, 2018
Page 2 of 16
On the basis of a preliminary staff review, the Nebraska Department of Environmental Quality has made a
tentative determination to reissue, with changes, the NPDES Permit NEO 113913 to the City of Blair for the
Blair Potable Water Treatment Plant (PWTP) for the discharge of non -process wastewater to the Missouri
River (MTI -10000) in the Missouri River Basin.
B. Applicant and Facility Information
Applicant City of Blair
Facility Blair Potable Water Treatment Plant
Address 218 South Wh Street, Blair, Nebraska 68008
Location of Facility 742 East Fairview Road, Blair, Nebraska 68008
Legal Description NE 1/4, NE 1/4, Section 7, Township 18 N, Range 12 E, Washington County, NE
SIC Code 4941
Facility Information: Blair Potable Water Treatment Plant (PWTP) is a treatment system for a public
drinking water supply owned and operated by the City of Blair.
C. Segment, Use Designations, and Impairments
The Blair PWTP discharges treated wastewater to the Missouri River in the Missouri Tributaries River Basin.
Segment, basin, and use designations for the Missouri River are set forth in NDEQ Title 117 - Nebraska
Surface Water Quality Standards. Impairments and pollutants of concern are from the NDEQ 2018 Water
Quality Integrated Report.
Receiving Stream for the Blair PWTP: Missouri River
Basin / Segment: MTI -10000 of the Missouri Tributaries River Basin.
Water Quality Usage Designations for the Missouri River (MTI -10000)
Aquatic life: Warmwater A
Agricultural Water Supply: Class A
Recreation Yes
Drinking Water Supply Yes
Industrial Water Supply Yes
Aesthetics Yes
Key Species Listed Below
Endangered Species: Pallid Sturgeon, Sturgeon Chub
Threatened Species: Lake Sturgeon
Recreational Species: Paddlefish, Blue Catfrsh, Channel Catfrsh, Flathead Catfish
Impairments and Parameters of Concern for the Missouri River (MT1-10000)
Impairments/Causes Public Drinking Water Supply (Sulfate), Recreation (E. coli)
TMDL None
Comments/Actions Fish consumption assessment
Blair Potable Water Treatment Plant
Fact Sheet for NPDES Permit No. NE0113913
D. Antidegradation Review
October 1, 2018
Page 3 of 16
An antidegradation review was performed for purposes of developing the permit pursuant to 40 CFR 131.12.
The results of the evaluation indicate that the Missouri River, the receiving water body of the discharge
addressed by the permit, has habitat for aquatic life. The designated uses of the Missouri River were
considered during permit development. The limitations in the draft permit are protective of the Clean Water
Act § 101(a)(2) fishable/swimmable goals and will ensure the existing quality of water in the receiving stream
is not lowered.
E. Existing Permit Limits
Listed below is a summary of the existing permit monitoring requirements and limitations
Table FS -1. Monitoring Re uirements for Outfall 001 — Discharge to the Missouri River
Parameter
30 Day Average Maximum
Monitoring Frequency
Flow
Report Report
Quarterly
Conductivity
Report Report
Quarterly
Total Suspended Solids
Report Report
Quarterly
pH (Standard Units)
Maintain between 6.5 to 9.0
Quarterly
Table FS -2. Monitoring Requirements for Outfall 002 — Discharge to the Missouri River
Parameter
30 Day Average
Maximum
Monitoring Frequency
Flow
Report
Report
Quarterly
Conductivity
Report
Report
Quarterly
Total Suspended Solids
Report
Report
Quarterly
Dry Solids to Handling System
Report
Report
Quarterly
H Standard Units
Maintain between 6.5 to 9.0
Quarterly
F. Summary of the Proposed Changes in the Draft Permit
Changes to the current permit requirements are summarized below. See the attached draft permit for specific
information on the permit conditions.
1. A requirement to evaluate and/or implement BMPs at the Blair PWTP.
2. Monitoring requirements for Outfall 001 have been removed from the permit.
3. Monitoring for conductivity is removed for Outfall 002.
4. Monitoring for TRC is added for Outfall 002.
5. Pollution scan requirements are added for Outfall 002.
6. General conditions and requirements have been updated, including addition of electronic reporting.
Blair Potable Water Treatment Plant
Fact Sheet for NPDES Permit No. NEO 113913
October 1, 2018
Page 4 of 16
G. Background Information for the Blair PWTP
1. Overview and History of the Treatment Process
Blair Potable Water Treatment Plant (PWTP) supplies drinking water for the City of Blair water system
that serves more than 3000 customers and a population of 7990. The Blair PWTP was constructed in
1978-1979 and put on line in 1979. The source water for the Blair PWTP is the Missouri River (MT1-
10000). The design water production flow of the facility is of 20 MGD.
The original facility was designed to treat 5 MGD. In 1994, Cargill Industries started construction on a
corn milling and processing plant. The City of Blair entered into a contract with the facility to increase
water treatment to handle plant needs. The facility was upgraded to process 8 MGD in 1995. Cargill was
responsible for 3.5 MGD and Blair 4.5 MGD of the treatment capacity.
Cargill further contacted the City of Blair to negotiate expansions of water treatment at the Blair PWTP in
2000, 2006, and 2010. Each occurrence resulted in improvements to the PWTP, with Cargill being
responsible for more and more of the treatment capacity. The most recent event finalized WTP upgrades
in 2012. The City of Blair PWTP capacity was increased to the current treatment level of 20 MGD.
Cargill is responsible for 15.5 MGD of the capacity, while the City of Blair residents and other industries
responsible for the remaining 4.5 MGD. The plant also received a grant from FEMA to construct a
permanent flood control berm system in response to floods in 2011. The berms are scheduled to be
completed in 2016.
Water drawn from the Missouri River first flows into two pre -settling basins to remove suspended heavy
solids. The settled solids are raked from the bottom of the tanks to a manhole (Outfall 00 1) which mixes
with the PWTP wastewater and lime sludge before also mixing with the Blair publically owned treatment
works (POTW) discharge. All combined wastes are discharged through a 42" pipe to the Missouri River.
The settled solids in the pre -settling basins are discharged approximately every 2.5 hours, though the
frequency can be increased in periods of high turbidity.
After discharging from the pre -settling basins, the influent source water flows into one of three upflow
clarifiers used as detention tanks for treatment. Polymer is added to the source water when exiting the
pre -settling basins to coagulate suspended solids. An average of 364 pounds of polymer is used daily.
Pebble lime is added in the upflow basins as a mix of water and lime slurry by flowing through a slaker to
the basin center. An average of 12,702 pounds of pebble lime is used daily at the facility, split between
the three basins. In addition to the polymer and pebble lime, an average of 865 pounds of aluminum
sulfate is added to the upflow basins daily. Solids that coagulate and settle in the basins, including lime
sludge, are raked off approximately every 2 hours and discharged through Outfall 002 to the Missouri
River after combining with the Blair POTW discharge.
After treatment in the upflow basins source water is introduced into one of three recarbination basins
where CO2 gas is injected to reduce the pH of the water. Chlorine gas is injected into the water for
disinfection. The source water is then filtered through one of ten multimedia filters. The filters remove
solids, and need to be backwashed approximately every 100 hours. Clean treated water is pushed through
the filters to backwash them. The backwash wastewater is moved to a holding well before discharging to
comingle with wastes from the pre -settling basins and upflow clarifiers. A typical backwash uses around
60,000 gallons of water. The backwash water is discharged through Outfall 002 to the Missouri River. In
addition to wastes and wastewater generated during the source water purification process, annual cleaning
of one upflow clarifier and occasional cleaning of pre -settling basins introduces wastewater to Outfall
002. Chlorine gas is injected into the source water again for more purification after moving through the
multimedia filters. The water is then ready for distribution to residential and industrial users.
Combined flow of Outfalls 001 and 002 averages 0.983 MGD with a maximum discharge of 2.256 MGD.
This discharge includes lime sludge.
Blair Potable Water Treatment Plant
Fact Sheet for NPDES Permit No. NE0113913
October 1, 2018
Page 5 of 16
2. Report Requirements
The current NPDES permit for the Blair PWTP was issued on April 1, 2001 and administratively
extended on March 31, 2006. When the current permit was issued, filter backwash water and lime sludge
were discharged through Outfall 002 to the Missouri River. The average flow rate through Outfalls 001
and 002 was 0.983 MGD (both had same reported discharge volume). Finished drinking water containing
microbial or chemical contamination was discharged through Outfall 001 or Outfall 002 to protect the
quality of the drinking water discharged to the transmission supply system.
The current permit issued to the Blair PWTP also directed the City of Blair to implement a best
management practices (BMP) plan to reduce pollutant discharge to the Missouri River.
On January 28, 2015 the Department sent a letter to the City of Blair requesting additional information to
supplement the NPDES application so that a satisfactory analysis of the costs and benefits of solids
removal could be provided by the Department. Among other items, the letter requested that Blair provide
the annualized cost per household for each projected water treatment technology as described above, the
current average cost per household for drinking water in Blair service area, and the median household
income in the service area.
3. Regional PWTP Environmental Studies
Metropolitan Utilities District (MUD) of Omaha conducted numerous environmental studies at the
Florence PWTP in Omaha and the Platte South PWTP to determine the impact of the water treatment
plant discharges to the Missouri River. These two plants discharge much great quantities of lime sludge
and other pollutant parameters to the river, but the results of multiple studies can be used to make useful
conclusions regarding the Blair PWTP discharge.
MUD conducted a pH mixing zone study of the facility discharge to the Missouri River. The study
indicated that the facility discharge did not violate Title 117 standards for pH. In addition to the mixing
zone study, benthic macroinvertebrate studies were conducted at both Omaha PWTPs. The studies
indicated that there was no impact to the growth or health of the planned test communities. Water quality
was not affected by the discharge.
MUD conducted a study to determine the quantity and types of pollutants found in the facility discharge
from Platte South PWTP. The facility discharge raised levels of aluminum, total iron, and manganese
downstream of the outfall. The amounts of those parameters discharged did not violate water quality
standards, but the presence indicates pollutants in the facility effluent. Blair uses aluminum sulfate in its
purification process, so increased aluminum downstream from the outfall is a concern. Aluminum
monitoring is added to the permit.
Solids are a pollutant of concern based on the mass of lime softening solids discharged from the MUD
Platte South PWTP. Statistical analysis indicates that the average total suspended solids (TSS) 375 feet
upstream of the Platte South Missouri River outfall are greater than the concentrations at 50 feet, 100 feet,
and 200 feet downstream of the outfall. There was no significant difference between the average TSS
concentrations upstream of the outfall and the average concentration measured 400 feet downstream from
the discharge. Settable solids concentrations for all locations were below the detection limit. The data
show that the solids discharged by Platte South PWTF are not degrading the water quality of the Missouri
River. This conclusion can be a proxy evaluation for the discharge of the Blair PWTP.
A CORMIX model was performed on the Platte South outfall. The model indicated that the lime sludge
waste discharged from the outfall was fully mixed within 35 feet of the outfall opening to the river. This
mixing zone percentage and length will be roughly similar to that at Blair. The facility's discharge will
mix thoroughly in the river shortly after its discharge.
Blair Potable Water Treatment Plant
Fact Sheet for NPDES Permit No. NE0113913
H. Basis for Requirements in the Draft Permit
October 1, 2018
Page 6 of 16
The Clean Water Act (CWA) was enacted by congress to restore and maintain the chemical, physical, and
biological integrity of the nation's water by setting a national goal of eliminating the discharge of pollutants
into the nation's waters and prohibit the discharge of any pollutant except in compliance with provision as
authorized by an NPDES permit. A major goal of the CWA is to make reasonable progress toward the
national goal of eliminating the discharge of all pollutants to the nation's water. This strategy requires
discharge limitations based not only on the impact of the discharge on the receiving waters, but also on the
capabilities of the technologies available to control those discharges.
Technology based limits aim to prevent pollution by requiring polluters to install and implement various
forms of technology designed to reduce or eliminate discharge of pollutants. NPDES permits must also
include water quality based limitations where technology based limitations alone are insufficient to attain or
maintain applicable water quality standards.
When developing effluent limits for a NPDES permit, the NDEQ considers limits based ori both the
technology available to treat the pollutants (technology based effluent limits) and limits that are protective of
the designated uses of the receiving water (water quality based effluent limits). The intent of technology
based effluent limitations is to require a minimum level of treatment for point sources based on currently
available treatment technology. Water quality based effluent limits are developed by the State of Nebraska to
protect the beneficial uses of the receiving waters. The water quality based effluent limits involve a site-
specific evaluation of the effluent discharge and its effect on the receiving water. Permit limits are developed
by a comprehensive assessment of both technology-based limits and water quality based limits.
1. Best Professional Judgment
Best professional judgment (BPJ) is the method used by permit writers to develop technology-based
NPDES permit conditions when effluent guidelines and standards do not include limitations for an
industrial category or subcategory. BPJ based limits are developed on a case-by-case basis using all
reasonably available and relevant data. Technology-based treatment requirements, including BPJ, are
adopted and incorporated by reference in Title 119, Chapter 20.
2. Reasonable Potential Determination
Reasonable potential, in accordance with Title 119, Chapter 17, is the likelihood a pollutant could lead to
an excursion above an applicable water quality standard. A reasonable potential calculation is applied to
determine whether there is a reasonable potential for the effluent from the facility to cause an exceedance
of in -stream criteria. If the results of this calculation indicate there is no reasonable potential to exceed
in -stream criteria, report only monitoring may be included in the permit for that pollutant. If the results of
this calculation indicate a reasonable potential to exceed in -stream criteria, a limit is included in the
permit.
3. Anti -backsliding
Anti -backsliding is a statutory provision that prohibits the renewal, reissuance, or modification of an
existing NPDES permit that contains effluent limitations, permit conditions, or standards that are less
stringent than those established in the previous permit. Anti -backsliding provisions and exceptions are
promulgated in Title 119, Chapter 17. If any of the limitations are less stringent than limitations on the
same pollutant or narrative in the previous NPDES permit, the permit writer then conducts an anti -
backsliding analysis and, if necessary, revises the limitations accordingly.
4. Technology Based Effluent Limits (TBEL)
The Clean Water Act (CWA) in Sections 301 and 304 requires EPA to develop and review effluent
guidelines applicable to certain industrial categories. For existing sources, EPA develops effluent
guidelines for Best Practical Control Technology Currently Available (BPT), Best Conventional Pollutant
Control Technology (BCT), and Best Available Pollutant Control Technology Economically Achievable
(BAT). The BPT guidelines regulate the discharge of conventional, nonconventional, and toxic
pollutants, BCT regulates conventional pollutants, and BAT regulates nonconventional and toxic
pollutants.
Technology based effluent limits may be developed for a facility based on applying Effluent Limit
Guidelines (ELG) that have been promulgated by EPA for a specific industry or by applying Best
Professional Judgment (BPJ) on a case-by-case basis in the absence of ELGs. EPA evaluated potable
Blair Potable Water Treatment Plant
Fact Sheet for NPDES Permit No. NE0113913
October 1, 2018
Page 7 of 16
water plants in 1977 and again in 2004; however final ELGs were not promulgated. Therefore, TBELs
for the Blair PWTP will be evaluated on a site-specific basis by means of a BPJ analysis of the discharge.
The authority for case-by-case limits is in CWA Section 402(a)(1), which authorizes the State (or EPA) to
issue a permit containing "such conditions as the Administrator determines are necessary to carry out the
provisions of the Act." Federal regulations at 40 CFR 125.3 require that the permit writer consider both
the appropriate technology for the type of discharge based on all available information, and any unique
factors relating to the specific discharge. In setting case -by case limitations, the permit writer must
consider the following factors.
BPT requirements
• The total cost of application of technology in relation to the effluent reduction benefits to be achieved
from such application.
• The age of facilities and equipment involved.
• The process employed.
• The engineering aspects of the application of various types of control techniques.
• Process changes.
• Non -water quality environmental impact including energy requirements.
BCT Requirements
• The reasonableness of the relationship between the costs of attaining the required reduction in
effluent and the effluent reduction benefits derived.
• The comparison of the cost and level of reduction of such pollutants from the discharge from
publicly -owned treatment works to the cost and level of reduction of such pollutants from a class or
category of industrial sources.
• The age of equipment and facilities involved.
• The process employed.
• The engineering aspects of the application of various types of control techniques.
• Process changes.
• Non -water quality environmental impact including energy requirements.
BAT Requirements
• The age of facilities and equipment involved.
• The process employed.
• The engineering aspects of the application of various types of control techniques.
• Process changes.
• The cost of achieving such effluent reduction.
• Non -water quality environmental impact including energy requirements.
The CWA required that existing dischargers achieve compliance with BPT requirements by July 1, 1977
and with BCT and BAT by March 31, 1989.
Best Management Practices (BMP)
In addition or in lieu of establishing numeric technology based effluent limitations in permits, the federal
regulation at 40 CFR 122.44(k) provide for establishing best management practices to control or abate the
discharge of pollutants when:
• Authorized under section 304(e) of the CWA for the control of toxic pollutants and hazardous
substances from ancillary industrial activities.
Blair Potable Water Treatment Plant October 1, 2018
Fact Sheet for NPDES Permit No. NE0113913 Page 8 of 16
• Authorized under section 402(p) of the CWA for the control of storm water discharges.
• Numeric limitations are infeasible.
• The practices are reasonably necessary to achieve effluent limitations and standards or to carry out the
purposes of the CWA.
5. Best Management Practices (BMPs)
Instead of establishing numerical technology-based effluent limitation in the draft permit as provided in
40 CFR 122.44(a), the federal regulations at 40 CFR 122.44(k) provide for establishing best management
practices to control or abate the discharge of pollutants. The Department has determined that, in
accordance with 40 CFR 122.44(k)(4), the City of Blair may evaluate and prioritize the implementation of
BMPs at Blair PWTP to reduce solids and, if possible, propose modified percentage of removal
depending on the evaluation results. The option to implement BMPs should only occur if technological
methods to remove lime sludge are infeasible as determined by the best professional judgment process.
Implementation of BMPs could result in a reduction in solids at a cost significantly less than construction
and operation of a plate and filter press or a solids dewatering lagoon system. The following are some
BMPs that may be considered by Blair to reduce lime solids discharged from the Blair PWTP. By
implementing BMPs and making operation changes, the facility should see a reduction in the
concentration of TSS from historical levels. If determined to be the best course of action, a BMP plan
should be submitted to the NDEQ to detail actions to reduce the concentration of the discharge of lime
solids. Practices that could reduce discharge of lime sludge to the Missouri could include discharging a
percentage of lime sludge to the Blair wastewater treatment facility (WWTF), redissolving magnesium
hydroxide by adjusting pH, or other process changes to the system.
One possible BMP option which will increase mixing and reduce aesthetics issues for the Blair PWTP
discharge would be to submerge the discharge pipe. At times of low Missouri River flow, the outfall pipe
for the combined PWTP and POTW discharge is visible. Lime sludge discharged from the PWTP is
often visible as well as a plume. See Figure 1 below to see the aesthetics of the PWTP discharge.
If the outfall pipe was recessed downward into the river bank so that vertical mixing was increased,
aesthetics issues might be reduced and water quality improved. While a new pipe combining the PWTP
and POTW outfalls was completed over a year ago, the height of the discharge point along the river bank
still allows for a visible lime sludge plume. Lowering the discharge location for the combined outfall
might be a possible BMP. The pipe would need to be located in a position that would not impact the
public boat ramp, which is a consideration if this BMP is implemented.
Another BMP to consider is an equalization tank for the lime sludge discharge from Outfall 002. Lime
from the settling tank and/or filter backwash cycles is often discharged in slug loads. If a large
equalization tank was installed at the facility to allow for mixing of the effluent and metering prior to
discharge to the combined POTW and PWTP outfall, the concentration of total suspended solids
discharged to the Missouri River would decrease. The total pounds discharged would not change, but
water quality would improve on average in the river.
If BMPs are chosen to be implemented by the BPJ process, the City of Blair should implement a BMP
plan along with required upgrades. This BMP plan should write out the plans and practices the city
should implement and maintain to reduce slug loads and high concentrations of solids discharged to the
river.
CCD O O O C O o f ( n N OH
y O
Ej CD Cr CD 0
CD
C J n 0 cn n CD CL 0
W p n 0 vcni O
O CD
\O. cD try " O C N G7
O ao CDO
O
CD �" CD ° v°
Ci C CD W In CL
?� (Dr--.
C.,m O C(D N, O CD
o zr- N w N Ci O O
CD C n•! O
cn
CD O- O r- rr W w A f h .+ CD O
Cy O 9 r. U4
fn w C �, n '� O O H ' C CD
r- CDuq(Dcr cm, CD
CD CL c o CD 69 ..
O A+ o N O CCD = W
."S' '•r N • ° "'T' C C K ' + � CCD
rr cD Zr CT' CD CD 0 -to O p P.
O 0° O O 0 0 0 0@ O
w ' �, •t pD .r o o �� �. O C) o CD
C y CD yCD
o
0! Oa CD C C 't0 O OO �71 O
CD
G q O Ln — CD * 'i O
p- dp CD .� N O yEl CD 0
CD
O bs ds b �' A� CSD
,..r. CSD' -r O0 Z • 00 w h
O y nCr O Nw�a� U4 6' y CD
o-� a
CD
W= O O C O 7CD CCD 'C &0 si
° o p eD= Or o O cn
r o I o o
o CD 0 `c y y CD0.4 N
'" Cd
nfij o CD (D C O CCD
— o a C).Ot
OQ rA O N N p CD o o A
U�-! O C
_ UQ
A7 CL CCD CDw H
B, COD O y = o 'ly
O •3 N p: b O vOi
W GQO
CSD C °E O
CD �1 00 -r
~ �. o H a' 00 ? p yY CD
CCD N o A CD
-1
CL W cD p
klW
m
a 00
oz
fJi {a W N b
COD Z o � r a- o ° rte' `d r� ``� "� Y `� ' �s o m y yrs 7y ,b � "o y k�J a � �* o vn ova � -p cr
CD O E3 r ... CD CD C. `� ° R "! �S x �T W v� p O Vn n o 8 (D et 0 .`S C � ° `� C) � I't N O. � � -n
aO d O. .� ¢ O � - O = ''0 O p CD rt w0 N CD 0 O O ¢, C * O afQ �' N w Cs. p' 4. ?�. (�D o
CD —CD p w w -t w -h O O 'C O . ! H CD rr O.. O p F ... . O+ 'C .Ns CD .y o
$ O O" O O /O ... CD O° '"'.t "� C W O n.'C .0 b N CCDD C n C C O �. CS C H 0 O¢ '-r w '1y �C g
v C ° CD N �. .r w� .'3 C O O rrS n CD w O p) -s . t w 'C rr �. A) ¢ '17 w O rn r+ F+, O d fD
A� 9 A� ;!. O p CD Ua -0 rn Or Cr CD O p1 G O
H d W CD �! CD UQ ... Z ri O '.3 O O. '� C p H rt p fy m O S O CD CD CD ¢,
o 0 o �.
CD CD O. CD m ° m R' '-* ... 0 O. O O G CSD O CD .-t b O .►. O — C C C p C p c. ¢- O,C �" ,y "'
p rA
C 'y, CD O. Cr O CD C ' *. A) OC o 'n � " -1 p in' p".'C � rrA lz � N CD � � � CD O_ � � � p �aC � 0 C
p O p) y A) O 4+ rr .� C O .`3 CD C ... ... N
O CD O ` O O o O O .tet O A. C CD C ' F ° O' ° r° C' C y' (D -t O� O '� C y �i 'D CD
f CD ti CD o °, rn C �% .�� N O° O C C a- m c3D ��' ►� CCD � CDD CDD 0 K n m Z
� O td CD •� O CD (D A 't C' rr w d
C. CD '�. O.. C 'C C 'C . Fb '> C+ '•s p7 ... It CD w CD P ... w r.+ O
I-4 C ' v, h� �I �s �' R' v� CCD '•r w CD �.,. fD o
O O O. p CD G CD �D y p� 0 CD 'ti w CD �C t O "r -t rAC ' O p n° C C per'
A) A) rr F -i ... � O ... w * n 'C' + CL C) c n .Ot ° O ° �, 'O �. `t V'.�i R Q" r `� w CD '+
C` Cd O✓ p C * aD O O p O _ r h -s m. CD UQ p. t v,
Ot w w rw+� O -' (D '* C C CD a ~ CD CD O O p F�j Ft C' ►! O ° vOi "H. Q H
p) O O O CD CD O �r fi n.. � O. ' t � O. ... Q+ '.S CD n :�• C (D O � �t � � CS cn CD CD � C CD .T CD 't
(D " �. Cl. CD
CD `CD
O 'C O h O A) OC • • O rr C O T3 N -F 0 �. O -- r '.S w ;.i O. �t w
p r! w .� p R O O O O �. �. K O .CD rf y O .~. ...
n N w C O C w p) o O rr rr pD �] n O. p C a'+ CD UQ
Z•Ot -- F UQ rr rr . 7" "0 o C �t ,Ot O �• CD vCi (OD p Fb (D to CD O uQ r� •Ot ty rr
a' r rF p r'3 w C O O O rt in 0 O O CD w. t (� ` n w rr rr
° 'p)y, O 0 0 C) rr aq �' ,'�.. C. g:t�' 0 '� r (D ° O N (xD O O
zs
CD CSD �' O- `~' • CD —�O O, CCD O. Z 'C CD CD K • N `� Ua O CCD tz F� 'C r' cam! CD CD OCL (�D CD
6�
O C+ CD .w.- `C n CD CD n O O. Q . t O O w C C n C ...
�. Sy (D O (D r�i o � N � w :3 � CD �' t d N Z (wD �� " O -s (�D p .Ot �F r � � � UQ � n n
p 0 C fit' G CD N N :s � C � 1'� O
O Q O O Q O C H � vCi C O C CD (OD y a O C 'C O R A� (OD �*
rCi . O. CDD C C 0 O �. '� '17 ¢' -h O b C' n O O O O On C ren O' w n
w rr '� n 0. (D w• C C) w C" �. O per, C C' .-. w '�' y •� ty a' n N CD CRCD w, Cr C
O x O b A) n Ua O F w ° N CD
CD w CD Z w C'* 0 w w w O. O 0 (�
w O .0 Ua ° ..•Cp w '� err ° O p`C Oft Asn �O C
`C O O 'C O CD 6 O 0 CD
p) G' C j t ° O -• r'n 'C B O O C t N P p ¢ �' �c CD � O.
`C O n �. tz z moi' 8. FZ'' � � r�+� O (D Ot � O O t �s rn �. pO, � 0 '� rOi�
O rr O a O O r* O Oti p� O O- C 'C O CD cD rr O �s oo W rn = ° -
CCD � � O. C" O w � h ' P H � CD 0 UQ y (D N O. � �. � � � � O M •°y7 p7 00 4 C) p Ix 0 C a.
EL 5R ° o cDD a✓ `° 'o Z C CD n °° CD w g c O rr 00 'm oCD
CD '� p CSD .0 C O .....t .0 z d w pi CCD CD Q. '"-r�' � � �„ NID pO .�. Cp CD - ,n .O -t N �
`�• rs' `+t O t Ot w O w r� p� 't '�� o O. .O rr �' o p rr r C d CDD O pO fro
'C ''+, K CD rr CD w w n '�' •� O. '•t rn O C' CD ' o, C o w
�+ C•' .nt CD 0
° (p '=J CD CD C✓ w C .:. >rL CD CD ¢• ,-r rr ri, CD Q'' .� C' O CD O CD CDO' ' "�
0 UQ -vii C.3 •�• O Q a A. m n ° O �' CD N `�+ o' O w = CDD `D p
w CD N CD
rr �-• r r2 _ n wo �h cD o p) C C (�D+ p)
CD CD O.. �, �-' O '"r a e -F �.,i �i �C o C iOt O '� O Q. O. '�'t E' A! �t O
rO A Q CD C n O• O- C) C) C. C' Go p CD �-• p UQ 'C O. UQ w O CD
n R°
CD ° O C 0 -t rOn K w O J b H �-r 0 CCD 0 N w �r .Y �.
CD
w CD CD
qj CD
(D ° s O 0 — p) ... CD � � CD a rr A+ ... ... � O C 'C � � p
y ny C. = �-t C � Uq . F' �t O CD m W CD 'Ts w O rOi� w 0 0 ° C CD O N
c�D " = b o' p- S- CD 0. ° o 'a a CD o o• 5' �. CD w td o' x 0 �° w
.� p� p- �. C CD �. ° C "� p) O W CD 'C 0 O. CD 0 n �- ° .-F CD CD
'
�. Cl, n o �, o. w n rr r' CD CD r O. UQ ° ° $a.
cD O �s rr
�-'C Q CD 'C Ua F -h O p '.• N chi) `� N N >C rn C ° -t w O CD O O ps
C .-r w o C O rr UQ v' O. •C t O w Cr p w .+, O
Er
CD t<
O O0 ww O°�wACw OHn �
. :D ° °n Kp .F - O- CD
N nN C." Q
NvnOT�. 1 0 CD
O ° CD +
UQ ACCDCD CD w tt np
qq
qq :n CD CD
..t 'C CD . t O rn o0
w
-e'
J 01 � •G
rn o
c� cu
0 o- o
c`OD' CC)o. CD CD y f° w ° H`�f �* CD ° a ?r
0 CD
0 0 o H y R 0 CD ry O rD .:. 0. 0 CD CD
�•-t
CD b �CD 0 : . y r°n A �CL v° 'CD Ooa ~. O o -t O cQDw c5 ,
CD 1-0 CD o � � O 0
. R eD W p
?:
CRI
p� b�•Crny n.aO O �°�'pCD a Co N CDN p
O�CD oO. Wd
z�
�p h c .�l =
o a� CDc O° c Ts �
-tz~. � CD ...
w¢ CD O UQ C O in 0 O= C 0 � Q O
a' CD O 1• CD vii p p. � 5 CDD CDt� CD CD vii n y w
�! UQ O `�•
O 6' < O O ° CSD 00 O ° b. �' p. ro+, ro CCD
o 0 O o azo ❑— a: 0 r0N0 �. H z
CD ,� '� P Q. a' -. .�.. r cn Fi orq w 00 ;-s CD ~O vl p., CD ~C3
O � a o o � CD cr cr o• Coo " 00 ¢. x
t C O '* CD pD �n UQ 00 O CD
O '= CD .7•' a..O,t r -r CD "•t • '.,. � — ►� r. CD H � t -n �. GD.
¢. O— O �' w O O~ • p7 CD p �' CCD Q H o
CD O. 0 UQ " O O T3 = w N '"
C1 '-f. o r r h, p CDC O 3 cn ~' CD CD O O
O O rr cn (D CD p, AD O C) `C "D
► CD lw
°� ¢, CSD C , CD p•' CSD O ,CP... N = go C—D
°aq CL CD o El
O 9 y
CD 0 w CD
`CCD ~ Cr CCD '.`" �. Q- O p CD .~�'.' n CDD ��~-' UQQ o. 'a N
CD '* �s N . t C.3 O CD � C t
�• ° c C' CD �Q.. y. a O. Cn' vii ¢' CCD N �O CD
... En o a m CSD �. ° .'C
Q. CD p' U4 O wCD w r COD p, � O o O o UIQ
�.&n CDN �. �C Q O O W� — C? a CD CD °�
CD 0
O D CD CL CDw
o� y o a. n O O` p; a Cd O o CD
CD w CD CD IW
n0 a. c ° o CD UQ
CD CD p CD
CD ..fl ��• O .� O CD .`3 y CD ,� E
CD �.o rt o � o ��na
CD
CDD � � N � CD � � a CCD P Ics
wM.* CCDM .�"C. ' � � cOD O O `n � '°-h � c� � O � � CCD UQ �* GHQ
O
v C,
° OCD CL CD CD
UQCD 0
O ° O C5 cl�
CD
CD
CDRCD CD
CD
�r
p
E
CD o
O CD
O � O
R o �
0 O CD
o CD
o CDCD
m
...p,o
CD
CD �CD CD
Q
(1Qq
CD CD O'h
CD Q
CD �.
O
EA O
CDCD �,
' W °
o. CD= -
0
N CD CD 0
Lno
CD .Y..
Q
tm-
C
On
CCD nCD
n
° A3 CD i1 n CCD
CD
o o W
CD
CDCd
o °
C 0 r 0
a
r °
°' c•'
CD
CD
oo..01
CD
CD
cr
-012"5
°p- o O
CD
CD O'
r CD
A� O 0
pfk
.°
A:p.�l
CSD
o�
o
�' ° o
•°°
C
r- , o 0 0.
CD 0 o W
o o � o
Q r
CD
W
�. y
O CD R. o
C' CSD CD 0 CD
.,, o
,fvsCD
O
CD
O CD' O. F
CL O
::t oCD
:t
CD
CD Cl0 CD 0
CD CD a. ,
O � O
?7 �• O 0
CD
°CD
-� CD
Cc, DD �Z*
n o °arc
CD CD CD
CD
� y
oCD
COs' O p CD
Cep CCD y �. C
O 'LS CSD C
O
O v'
tiCD CO O
CD O.
O p. t CnDi
cg
aq 1.1,
(D O cn CL w
5 aq o
CD
CL
CD
°o a. UQ
CD
00
It
C
N
m
w
w
C� 00
Blair Potable Water Treatment Plant
Fact Sheet for NPDES Permit No. NE0113913
J. Requirements in the Draft Permit
October 1, 2018
Page 13 of 16
When developing effluent limits for a NPDES permit, the NDEQ considers limits based on both the
technology available to treat the pollutants (technology based effluent limits) and limits that are protective of
the designated uses of the receiving water (water quality based effluent limits. The intent of technology based
effluent limitations are to require a minimum level of treatment for point sources based on currently available
treatment technology. Water quality based effluent limits are developed by the State of Nebraska to protect
the beneficial uses of the receiving waters. The water quality based effluent limits involve a site-specific
evaluation of the effluent discharge and its effect on the receiving water. Permit limits are developed by a
comprehensive assessment of both technology-based limits and water quality based limits.
1. Outfall 001
Monitoring and limit requirements have been removed from Outfall 001. This outfall, which is composed
of solids settled in a clarifier from the Missouri River intake, discharges to the same combined pipe which
handles the wastewater from Outfall 002 and the Blair POTW discharge to the river. The outfall does not
have a designated sampling point, and discharge monitoring reports (DMRs) indicate that the reported
flow from Outfall 001 was the flow for Outfall 002.
Pollutants such as solids and pH expected to be discharged from Outfall 001 are anticipated to be the
same as solids and pH present in the Missouri River. Pollutants are not expected to be added to the
discharge. The combined outfall from the PWTP is subject to a pollution scan as well as the parameters
for Outfall 002, so receiving water quality is to be maintained. Therefore, the requirements for this outfall
are removed from the permit on the best professional judgment of the permit writer.
2. Monitoring and Limitations for Outfall 002
a. Basis for the pH Discharge Limits
The hydrogen ion concentration of the effluent discharge is expressed as pH. A pH range of 6.5 to
9.0 S.U. is set forth in NDEQ Title 117, Nebraska Surface Water Quality Standards. All pH
measurements collected during the permit term met the allowable water quality standards.
Limitations for pH of 6.5 to 9.0 S.U. are continued in the permit.
b. Flow Monitoring
Flow monitoring is continued in the permit. The flow can either be calculated or measured.
Appropriate flow measurement devices and methods consistent with accepted scientific practices
shall be used to insure the accuracy and reliability of measurements.
c. Total Suspended Solids (TSS)
Total suspended solids (TSS) monitoring is continued in the permit until completion of the
compliance schedule set forth in Part III of the permit. Weekly monitoring will continue in the
permit. The PWTP must also implement and maintain a Best Management Practices (BMP) Plan to
reduce the concentration and aesthetics issues of TSS discharged to the Missouri River.
d. Basis for Total Residual Chlorine (TRC) Discharge Monitoring
As purified and chlorinated water is used to backwash the filters before discharge, quarterly TRC
monitoring is included in the permit. The discharge is not likely to violate water quality standards for
the Missouri River as only approximately 60,000 gallons are used for each backwash. Results for this
permit term will be used to see if further limits are required in future permits.
e. Basis for Removal of Conductivity Monitoring
Monitoring for conductivity is removed from Outfall 001 as discharge monitoring report data
indicates that the facility is discharging low levels of conductive material. The levels recorded do not
approach levels which would violate water quality standards for conductivity (criterion of 2000
µmhos/cm). Only one measurement was above criteria, but would still not violate standards given the
massive receiving stream flow.
f. Dissolved Aluminum
Studies of PWTP discharges indicate that aluminum concentration is increased downstream from the
facility outfall. The Blair PWTP plant uses aluminum sulfate in the facility treatment process. A
reasonable potential calculation was performed on the receiving water data and assumed potential
Blair Potable Water Treatment Plant
Fact Sheet for NPDES Permit No. NE0113913
October 1, 2018
Page 14 of 16
high discharge concentration. The discharge maximum concentration of 1.0 mg/L is very
conservatively high based off data from M.U.D. Florence PWTP. The calculation indicated and
provided evidence that there is no reasonable potential to violate water quality. Therefore monitoring
is not added to the permit.
g. Monitoring for Dry Solids Discharged to the Solution Handling System
This parameter is to measure the amount of aluminum sulfate [Al2(SO4)3] that is added to the source
water during the softening process. Aluminum sulfate, sometimes referred to as a type of alum, is
used as a flocculating agent for softening of drinking water, and there is a correlation between the
amount of compound used and the amount of solids precipitated and generated in the process
wastewater. Monitoring is continued in the permit.
h. Application Requirements for Outfall 002
The condition to monitor for multiple parameters in accordance with the application requirements set
forth in 40 CFR 122.21(h). Monitoring for these parameters is required once in the term of the permit
and is included as a permit attachment.
3. Other Conditions and Requirements
a. Narrative Limits
The narrative limits on toxicity, noxious odors, objectionable materials, and undesirable aquatic life
are in accordance with the water quality criteria set forth in NDEQ Title 117.
b. Additional Monitoring
The conditions under which the Department may require increases in monitoring frequencies and
monitoring for additional parameters are in accordance with NDEQ Title 119.
c. Method Detection Limit Reporting Requirements
The requirement to report the method detection limits on the Discharge Monitoring Report (DMR)
instead of zero when an analyte is not detected is according to NDEQ permitting procedures.
d. Disposal of Sludge and Solids
The requirement that solids and sludge be disposed of according to 40 CFR 257 and other Federal and
State regulations is according to NDEQ permitting procedures.
e. Permit Modification and Reopening
The permit may be reopened and modified in accordance with NDEQ Title 119.
f. Revision of Permit Attachments
The option to revise permit attachments is according to NDEQ permitting procedures. These
attachments can be modified without public hearing since the attachments are not a component of the
NPDES Permit terms and conditions.
g. Electronic Submission of Discharge Monitoring Reports
On October 22, 2015, EPA published the Clean Water Act National Pollutant Discharge Elimination
System (NPDES) Electronic Reporting Rule, which requires electronic reporting of NPDES
information rather than the currently required paper based reports from the permitted facilities. To
comply with the federal rule, permittees are required to submit DMRs electronically using the EPA
NetDMR tool (Appendix A of 40 CFR part 127).
Blair Potable Water Treatment Plant
Fact Sheet for NPDES Permit No. NEO 113913
K. Supporting Documentation
October 1, 2018
Page 15 of 16
The following documents and regulations were used in the preparation of the draft permit:
1. NDEQ Title 117, Nebraska Surface Water Quality Standards, Dec. 13, 2014.
2. NDEQ Title 118, Ground Water Quality Standards and Use Classifications, March 27, 2006.
3. NDEQ Title 119, Rules and Regulations Pertaining to the Issuance of Permits under the National
Pollutant Discharge Elimination System, May 16, 2005.
4. NDEQ Title 123, Rules and Regulations for Design, Operation and Maintenance of Wastewater
Treatment Works. March 3, 2008.
5. NDEQ Title 197, Rules and Regulations for the Certification of Wastewater Treatment Facility Operators
in Nebraska, May 11, 2014.
6. Technical Support Document for Water Quality -based Toxic Control (EPA 505/2-90-001 PB91-127415,
March, 1991.
7. NDEQ, 2018 Water Quality Integrated Report, April 1, 2018.
8. 40 CFR, Part 122, 124, and 125, NPDES Regulations.
9. Permit application forms I and 2C plus requested supplemental information for the Blair PWTP
submitted by City of Blair on July 13, 2005.
10. NDEQ files for the Blair PWTP, NPDES NE0113913, NDEQ ID 46929.
11. Submissions on PWTP operations and City of Blair demographics, submitted to NDEQ in 2015, NDEQ
Doc. # 20150053419.
12. Report "Platte River Evaluation of Selected Technologies to Reduce Solids Discharged to the Missouri
River" from MUD submitted to the NDEQ on September 18, 2012.
13. Report "Platte South pHMixing Zone Study" from MUD submitted to the NDEQ on September 9, 2011.
14. Report "Platte South Site Specific Field Studies" from MUD submitted to the NDEQ on March 6, 2013.
15. "Drinking Water Treatment Plant Residuals Management Technical Report" (EPA -R-11-003), December
2011.
16. Memorandum from USEPA Region VII, BPT Water Treatment Plants, February 24, 1977.
17. EPA Region VII Memorandum to State Permits Chiefs concerning the discharge of residuals from Water
Treatment Plants, June 7, 1999.
18. Memorandum from Nancy Stoner, USEPA "Integrated Municipal Stormwater and Wastewater Planning
Approach Framework" June 5, 2012.
19. Report "Update of EM5 and EM 7 Dewatering Costs Following NDEQ Comments" from MUD, prepared
by EE&T, submitted April 16, 2015.
Blair Potable Water Treatment Plant October 1, 2018
Fact Sheet for NPDES Permit No. NEO 113913 Page 16 of 16
L. Information Requests
Inquiries concerning the draft permit, its basis or the public comment process may be directed to:
Kim Bubb Tel. (402) 471-8830 or (402) 471-4220 Fax: (402) 471-2909
Individuals requiring special accommodations or alternate formats of materials should notify the Department
by calling (402) 471-2186. TDD users should call (800) 833-7352 and ask the relay operator to call the
Department at (402) 471-2186.
Copies of the application and other supporting material used in the development of the permit are available
for review and copying at the Department's office between 8:00 a.m. and 5:00 p.m. on weekdays.
Office Location: The Atrium, 1200 N Street, Suite 400; Lincoln, NE
Mail Address: NPDES Permits and Compliance Section, Nebraska Department of Environmental
Quality, PO Box 98922; Lincoln, Nebraska 68509-8922
M. Submission of Formal Comments or Requests for Hearing
The date on which the public comment period ends is specified in the public notice. During the public notice
period, the public may submit formal comments or objections, and/or petition the Department to hold a public
hearing concerning the issuance of the draft permit. All such requests need to: be submitted in written form,
state the nature of the issues to be raised, and present arguments and factual grounds to support them. The
Department shall consider all written comments, objections and/or hearing petitions, received during public
comment period, in making a final decision regarding permit issuance.
Formal comments, objections and/or hearing requests need to be submitted to:
Kim Bubb NPDES Permits and Compliance Section
Mailing Address: Nebraska Department of Environmental Quality
P.O. Box 98922
Lincoln, Nebraska 68509-8922
Location Address: Nebraska Department of Environmental Quality
The Atrium, 1200 N Street, Suite 400
Lincoln, Nebraska
arl
i
ELI
a
�+ �y �. ,r
9■
O
4-.
cd
LL
CL
m
s�
0
G
I O
c
o6
0
IU
C
O
E
V
!U
O
W
0
fn 1
�
ca)
L¢
'H
im
O
3
iL
m,CU
5.
C
a
_N'
m
Q
c
_
o
a>
m
U
G
I O
c
IU
C
O
E
O
!U
O
7,
0
fn 1
�
ca)
L¢
'H
O
iL
m,CU
_N'