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CALIFORNIA
REGIONAL WATER QUALITY CONTROL BOARD
SAN
FRANCISCO BAY REGION
TENTATIVE
ORDER
NPDES PERMIT NO. CA0037737
REISSUING WASTE
DISCHARGE REQUIREMENTS FOR:
NORTH SAN MATEO
COUNTY SANITATION DISTRICT,DALY
CITYSAN MATEO
COUNTY
The
California Regional Water Quality Control Board, San Francisco Bay Region,
hereinafter called the Board, finds that:
PURPOSE OF ORDER
- North San Mateo
County Sanitation District (hereinafter referred to as NSMCSD) submitted
a Report of Waste Discharge for re-issuance of waste discharge requirements
and a permit to discharge wastewater to waters of the State and the
United States under the National Pollutant Discharge Elimination System
(NPDES).
- This discharge
was previously regulated by Waste Discharge Requirements in Order No.
94-140, adopted by the Board on September 21, 1994.
FACILITY
DESCRIPTION
- The discharger
owns and operates the treatment plant located at Daly City (Attachment
A). The plant provides secondary level treatment for domestic and commercial
wastewater from the City of Daly City and portions of San Mateo County,
the Town of Colma, San Francisco County Jail and the Westborough Water
District within the City of South San Francisco. The discharger's service
area has a present population of 120,027. The treatment plant has an
average dry weather flow design of 8.0 million gallons per day (mgd),
and can treat up to 25 mgd during the wet weather flow period. The plant
presently discharges an annual average flow of 6.85 mgd.
- The U.S. Environmental
Protection Agency (USEPA) and the Board have classified this discharge
as a major discharger.
- Wastewater treatment
consists of influent coarse bar screening, primary sedimentation with
flow equalization, secondary treatment and sedimentation, chlorination
and dechlorination. Flow equalization is only used when necessary. A
treatment process schematic diagram is included as Attachment B.
- Treated wastewater
is currently discharged into the Pacific Ocean, a water of the State
and United states, through the Vista Grande Tunnel structure and a 27"
force main located on Ocean Beach, San Francisco County, through a submerged
diffuser about 2,500 feet from the outfall structure on the beach. The
diffuser is located at a depth of 32 feet below water (latitude 37 deg.
42 min. 48 sec.; longitude 122 deg. 30 min. 50 sec.), with an initial
dilution ratio of 70:1.
- Sludge is treated
by gravity thickeners, air floatation thickeners, anaerobic digesters,
and centrifuges with final disposal to a sanitary landfill or to a qualified
biosolids reuse facility or project. The Regional Board will be notified
in advance of any changes in disposal of the material.
APPLICABLE
PLANS AND POLICIES
- The State Water
Resource Control Board adopted a revised "Water Quality Control Plan
for the Ocean Waters of California" (California Ocean Plan) on July
23, 1997.
PRETREATMENT
PROGRAM
- On June 17, 1983,
the discharger’s Pretreatment Program received final approval by the
EPA. By letter dated January 4, 1995, the discharger requested that
its Pretreatment Program be removed from the Federal Pretreatment Program
Requirements.
- Pursuant to 40
Code of Federal Regulations (CFR) Part 403, the discharger is required
to develop and implement an approved Pretreatment Program. However,
all discharges to the treatment plant are either residential flows or
commercial flows that are similar in quality and quantity to residential
discharges. Therefore, the discharger had been determined to not meet
the criteria of having to implement a local pretreatment program and
was removed and deleted from having to maintain an approved pretreatment
program in Order No. 95-015. This Order continues to find that the discharger
is not required to implement an approved pretreatment Program
BENEFICIAL
USES
- The Ocean Plan
contains water quality objectives and beneficial uses for the Pacific
Ocean. The beneficial uses of the Pacific Ocean are as follows:
- Industrial water
supply
- Water contact
recreation
- Non-contact water
recreation
- Aesthetic enjoyment
- Navigation
- Commercial and
sport fishing
- Mariculture
- Preservation
and enhancement of Areas of Special Biological Significance
- Preservation
of rare and endangered species
- Marine habitat
- Fish migration
- Fish spawning
- Shellfish harvesting
CHRONIC
TOXICITY
- In 1986
the Board initiated the Effluent Toxicity Characterization Program (ETCP)
in which certain major dischargers (including NSMCSD) were required
to monitor their effluent using critical life stage toxicity tests to
generate information on toxicity testing for species sensitivity and
effluent variability to allow development of appropriate chronic toxicity
effluent limitations.
The
result from the ETCP shows that NSMCSD currently does not need chronic
toxicity limitations; however, this permit may be amended in the future
to include chronic toxicity effluent limits and monitoring requirements.
STORMWATER
- Federal Regulations
for stormwater discharges were promulgated by the U.S. Environmental
Protection Agency on November 19, 1990. The regulations [40 CFR Parts
122, 123, and 124] require specific categories of industrial activities
including Publicly Owned Treatment Works (POTWs) which discharge storm
water associated with industrial activity (industrial stormwater) to
obtain an NPDES permit and to implement Best Available Technology Economically
Available (BAT) and Best Conventional Pollutant Control Technology (BCT)
to control pollutants in industrial stormwater discharges.
Stormwater flows from the wastewater treatment facility process areas
are directed to the headworks of the treatment plant. These flows are
exempt from industrial stormwater permitting based on U.S. EPA March
12, 1992 Q&A Guidance.
OTHER
FINDINGS
- An Operations
and Maintenance Manual is maintained by the Discharger for purposes
of providing plant, collection system, and regulatory personnel with
a source of information describing all equipment, recommended operation
strategies, process control monitoring, and maintenance activities.
In order to remain a useful and relevant document, the manual must be
kept updated to reflect significant changes in treatment and collection
facility equipment and operation practices.
- This Order serves
as an NPDES permit, adoption of which is exempted from the provisions
of Chapter 3 (commencing with Section 21100) of Division 13 of the Public
Resources Code [California Environmental Quality Act (CEQA)] pursuant
to Section 13389 of the California Water Code.
NOTIFICATIONS
AND MEETINGS
- The Discharger
and interested agencies and persons have been notified of the Board's
intent to reissue requirements for the existing discharge and have been
provided an opportunity to submit their written views and recommendations.
- The Board, in a
public meeting, heard and considered all comments pertaining to the
discharge.
IT
IS HERE BY ORDERED, pursuant to the provisions of Division 7 of the
California Water Code and regulations adopted thereunder, and the provisions
of the Clean Water Act and regulations and guidelines adopted thereunder,
that the discharger shall comply with the following:
- DISCHARGE PROHIBITIONS
- Discharge of
treated wastewater at locations or in a manner different from that
described in Findings 5, 6, 7 and 12 is prohibited.
- The average dry
weather flow discharge shall not exceed 8.0 mgd. The average dry weather
flow shall be determined over three consecutive dry weather months
each year.
- Discharge of
water, materials or wastes which are not otherwise authorized by this
NPDES permit, to a storm drain system or waters of the State are prohibited.
- The discharge
of municipal and industrial waste sludge either directly or indirectly
to the ocean, or into a waste stream that discharges to the ocean,
is prohibited. The discharge of sludge digestion supernatant directly
to the ocean, or into a waste stream that discharges to the ocean
without further treatment is prohibited.
- Discharge shall
be essentially free of material that is floatable or will become floatable
upon discharge.
- Discharge shall
be essentially free of settleable material or substances that may
form sediments which will degrade benthic communities or other aquatic
life.
- Discharge shall
be essentially free of substances that will accumulate to toxic levels
in marine waters, sediments or biota.
- Discharge shall
be essentially free of substances that significantly decrease the
natural light to benthic communities and other marine life.
- Discharge shall
be essentially free of materials that result in aesthetically undesirable
discoloration of the ocean surface.
- EFFLUENT LIMITATIONS
The term "effluent"
in the following limitations means the fully treated wastewater effluent
from the discharger's wastewater treatment facility, as discharged to
the Pacific Ocean.
- The effluent
discharged to the Pacific Ocean shall not exceed the following limitations:
| Constituent
|
Units
|
Monthly
Average |
Weekly
Average |
Daily
Average |
Maximum
at any Time |
| a.
|
Carbonaceous
Biochemical Oxygen Demand (CBOD5, 20OC) |
mg/l
|
25
|
40
|
50
|
|
| b.
|
Grease
and Oil |
mg/l
|
25
|
40
|
--
|
75
|
| c.
|
Suspended
Solids |
mg/l
|
30
|
45
|
60
|
|
| d.
|
Settleable
Solids |
ml/l-hr
|
1.0
|
1.5
|
--
|
3.0
|
| e.
|
Turbidity
|
NTU
|
75
|
100
|
--
|
225
|
| f.
|
Acute
Toxicity (1) |
TUa
|
1.5
|
2.0
|
--
|
2.5
|
(1) Toxicity Concentration
shall be determined as follows:
TUa
= 100/96-hr LC 50%
Where LC 50 (percent waste giving
50% survival of test organisms) shall be determined by static renewal
bioassay techniques using standard test species.
When it is not possible to measure the
96-hour LC50 due to greater than 50 percent survival of the test species
in 100 percent waste, the toxicity concentration shall be calculated
by the expression:
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|
TUa =
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Log (100-S)
|
|
|
1.7
|
|
| |
|
S=
percentage survival in 100% waste. If S > 99, TUa shall be reported
as zero.
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2. pH:
The pH of the discharge shall not exceed 9.0 nor be less than 6.0.
3. Total Coliform
Bacteria:
The treated wastewater, at some place in the treatment process prior
to discharge, shall meet the following limits of bacteriological quality:
The moving median value for the Most probable Number (MPN) of total
coliform bacteria in any five (5) consecutive samples shall not exceed
2400 MPN/100 ml. In addition, any single sample shall not exceed 24,000
MPN/100 ml.
4. 85 Percent Removal, BOD and TSS:
The arithmetic mean
of the biochemical oxygen demand (five-day, 20OC) and total suspended
solids values, by weight, for effluent samples collected in each calendar
month shall not exceed 15 percent of the arithmetic mean of the respective
values, by weight, for influent samples collected at approximately the
same times during the same period.
5. Interim
Total Coliform Bacteria Limit: Effluent Limitation B.3 (Total Coliform
Bacteria) shall be suspended during the bacterial Assessment Study period
as proposed in Provision E.9. During the study period, the discharger
shall comply with Coliform requirements specified in Receiving Water
Limitations C.5.
C. RECEIVING
WATER LIMITATIONS
The
discharge of waste shall not cause the following conditions to exist
in waters of the State. Compliance shall be determined from samples
collected at stations representative of the area within the waste field
where initial dilution is completed.
- Physical Characteristic
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- Floating,
particulates and grease and oil shall not be visible.
- The discharge
of waste shall not cause aesthetically undesirable discoloration
of the ocean surface.
- Natural
light shall not be significantly reduced at any point outside
the initial dilution zone as the result of the discharge of
waste.
- The rate
of deposition of inert solids and the characteristics of inert
solids in ocean sediments shall not be chanted such that benthic
communities are degraded.
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- Chemical Characteristics
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- The dissolved
oxygen concentration shall not at any time be depressed more
than ten percent from that which occurs naturally, as the result
of the discharge of oxygen demanding waste material.
- The pH
shall not be changed at any time more than 0.2 units from that
which occurs naturally.
- The dissolved
sulfide concentration of waters in and near sediments shall
not be significantly increased above that present under natural
conditions.
- The concentration
of substances set forth in Chapter IV, Table B of the Ocean
Plan, in Marine sediments shall not be increased to levels that
would degrade indigenous biota.
- The concentration
of organic materials in marine sediments shall not be increased
to levels, which would degrade marine life.
- Nutrient
materials shall not cause objectionable aquatic growths or degrade
indigenous biota.
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- Biological Characteristics
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- Marine
communities, including vertebrate, invertebrate, and plant species,
shall not be degraded.
- The natural
taste, odor, and color of fish, shellfish, or other marine resources
used for human consumption shall not be altered.
- The concentration
of organic materials in fish, shellfish or other marine resources
used for human consumption shall not bioaccumulate to levels
that are harmful to human health
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- Radioactivity
Discharge
of radioactive waste shall not degrade marine life.
- Bacterial Characteristics
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- Within
a zone bounded by the shoreline and a distance of 1,000 feet
from the shoreline or the 30-foot depth contour, whichever is
further from the shoreline, and in areas outside this zone used
for water contact sports, as determined by the Regional Board,
the following bacteriological objectives shall be maintained
throughout the water column:
- Samples
of water from each sampling station shall have a concentration
of total coliform organisms less than 1,000 per 100 ml; provided
that not more than 20 percent of the samples at any sampling
station, in any 30-day period, may exceed 1,000 per 100 ml,
and provided further that no single sample when verified by
a repeat sample taken within 48 hours shall exceed 10,000
per 100ml.
- The
fecal coliform concentration based on a minimum of not less
than five samples for any 30 day period, shall not exceed
a geometric mean of 200 per 100 ml nor shall more than 10
percent of the total samples during any 60 day period exceed
400 per 100 ml.
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- Shellfish Harvesting
At
all areas where shellfish may be harvested for human consumption,
as determined by the Regional Board, the following bacteriological
objectives shall be maintained throughout the water column:
The
median total coliform concentration shall not exceed 70 per 100 ml,
and not more than 10 percent of the sample shall exceed 230 per 100
ml.
D. SLUDGE
MANAGEMENT PRACTICES
- All sludge generated
by the discharger must be disposed of in a municipal solid waste landfill,
reused by land application, or disposed of in a sludge-only landfill
in accordance with 40 CFR Part 503. If the discharger desires to dispose
of sludge by a different method, a request for permit modification
must be submitted to the USEPA 180 days before start-up of the alternative
disposal practice. All the requirements in 40 CFR 503 are enforceable
by USEPA whether or not they are stated in an NPDES permit or other
permit issued to the discharger.
- Sludge treatment,
storage, and disposal or reuse shall not create a nuisance, such as
objectionable odors or flies, or result in groundwater contamination.
- The sludge treatment
and storage site shall have facilities adequate to divert surface
runoff from adjacent areas, to protect boundaries of the site from
erosion, and to prevent any conditions that would cause drainage from
the materials in the temporary storage site. Adequate protection is
defined as protection from at least a 100-year storm and protection
from the highest possible tidal stage that may occur.
- Should NSMCSD
reuse or dispose of biosolids in a manner subject to pathogen and
vector reduction requirements of 40 CFR 503 then the NSMCSD shall
submit an annual report to the USEPA and the Board containing monitoring
results and pathogen and vector attraction reduction requirements
as specified by 40 CFR 503, postmarked by February 19 of each year,
for the period covering the previous calendar year.
- Sludge that is
disposed of in a municipal solid waste landfill must meet the requirements
of 40 CFR 258. In the annual self-monitoring report, the discharger
shall include the amount of sludge disposed of, and the landfill(s)
to which it was sent.
- This permit does
not authorize permanent on-site sludge storage or disposal activities.
A report of Waste Discharge shall be filed and the site brought into
compliance with all applicable regulations prior to commencement of
any such activity by the discharger.
- General Provisions
of this Board's "Standard Provisions and Reporting Requirements,"
dated August 1993, apply to sludge handling, disposal and reporting
practices.
- The Board may
amend this permit prior to expiration if changes occur in applicable
state and federal sludge regulations.
- PROVISIONS
- Permit Rescission:
Requirements prescribed by this order supersede the requirement prescribed
by Order No.94-140. Order No. 94-140 is hereby rescinded.
- Mass Emission
Limitations: Where concentration limitations in mg/l or mg/l are
contained in this permit, Mass Emission Limitations, determined in
accordance with the attached Standard Provisions, Section G (Definitions),
Paragraphs 12 and 13, shall also apply
- Treatment
Facility Performance Goals: The performance goals are based upon
the performance of the discharge facility and are used only as an
indication of the efficiency of the treatment facility. They are not
considered as limitations for the regulation of the treatment facility.
The
Regional Board believes that the discharger should make every reasonable
effort to maintain the following treatment facility performance goals
(performance goals).
Any
exceedance of performance goals will not be considered a violation
of this Order and shall be reported in the monthly report to the Regional
Board.
In
case of an exceedance, the discharger shall increase effluent sampling
for the constituent in exceedance of the performance goal in accordance
with the sampling frequency increase provisions specified in Part
B, Table 1, Footnotes 4 and 8. The increased monitoring shall continue
until the sampling results no longer show an exceedance of the performance
goal.
In
the report to the regional board, the discharger shall document the
constituent in exceedance, the duration and the cause of exceedance,
and any mitigation or correction action to prevent future exceedances.
The
performance goals are as follows:
|
Constituent
|
Units
|
Monthly
Average
|
Maximum
at any time
|
|
a.
|
Oil
and Grease
|
mg/l
|
10
|
20
|
|
b.
|
Settleable
Solids
|
ml/l-hr
|
0.1
|
0.2
|
|
c.
|
Total
Chlorine Residual
|
mg/l
|
--
|
0.0
|
- Permit Compliance:
The Discharger shall comply with all sections of this Order immediately
upon adoption.
- Effluent Monitoring:
The Discharger shall initiate a monitoring program using appropriate
USEEPA methods and detection limits, to evaluate the compliance status
for all constituents listed in Effluent Limitations in Section B.
Monitoring for constituents shown in Section B shall be performed
during all periods of surface water discharge.
- Operations
and Maintenance Manual: The discharger shall review, and update
as necessary, its Operations and Maintenance Manual, annually, or
within 90 days of completion of any significant facility or process
changes. The discharger shall submit to the Board, by April 15 of
each year, a letter describing the results of the review process including
an estimated time schedule for completion of any revisions determined
necessary, and a description or copy of any completed revisions.
- Contingency
Plan: Annually, the discharger shall review and update as necessary,
its Contingency Plan as required by Board Resolution 74-10 (Attachment
C). The discharge of pollutants in violation of this Order where the
discharger has failed to develop and/or adequately implement a contingency
plan will be the basis for considering such discharge a willful and
negligent violation of this Order pursuant to Section 13387 of the
California Water Code. Plan revisions, or a letter stating that no
changes are needed, shall be submitted to the Board by April 15 of
each year.
- Treatment
Facilities Evaluation Program: The Discharger shall implement
a program to regularly review and evaluate its wastewater collection,
treatment and disposal facilities in order to ensure that all facilities
are adequately staffed, supervised, financed, operated, maintained,
repaired, and upgraded as necessary, in order to provide adequate
and reliable transport, treatment, and disposal of all wastewater
from both existing and planned future wastewater sources under the
discharger's service responsibilities. A Treatment Facilities Evaluation
Program report discussing the status of this evaluation program, including
any recommended or planned action, shall be submitted to the Board
by April 15 of each year.
- Bacterial
Assessment Study: The Discharger shall conduct a Bacterial Assessment
Study in accordance with a schedule established in the Monitoring
Plan and agreed to by the Executive Officer, and in accordance to
Chapter II.B of the Ocean Plan.
Submit
Monitoring proposal by:
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May
31, 2000 |
|
Submit Monitoring Plan by: |
August
31, 2000 |
| Submit
Status Report: |
Quarterly
|
| Submit
Final Report: |
May
31, 2005 |
- Self-monitoring
Program: The Discharger shall comply with the Self-Monitoring
Program (Attachment D) for this order, as adopted by the Board and
as may be amended by the Executive Officer.
- Standard Provisions
and Reporting Requirements: The Discharger shall comply with
all applicable items of the ''Standard Provisions and Reporting Requirements"
dated August 1993 (Attachment E).
- Change in
Control or Ownership: In the event of any change in control or
ownership of land or waste discharge facilities presently owned or
controlled by the Discharger, the Discharger shall notify the succeeding
owner or operator of the existence of this Order by letter, a copy
of which shall be immediately forwarded to this office.
- Permit Transfer:
To assume operation of this Order, the succeeding owner or operator
must apply in writing to the Executive Officer requesting transfer
of the Order. (Refer to Standard Provisions, referenced above). The
request must contain the requesting entity's full legal name, the
address and telephone number of the persons responsible for contact
with the Board and a Statement. The statement shall comply with the
signatory paragraph described in the Standard Provisions and state
that the new owner or operator assumes full responsibility for compliance
with this Order. Failure to submit the request shall be considered
a discharge without requirements, a violation of the California Water
Code.
- Permit Expiration:
This Order expires on March 15, 2005. The discharger must file a report
of waste discharge in accordance with Title 23, Division 3, Chapter
9, Article 3, or the California Administrative Code not later than
180 days before this expiration date as application for reissuance
of waste discharge requirements.
- This Order shall
serve as a National Pollutant Discharge Elimination System (NPDES)
permit pursuant to Section 402 of the Clean Water Act or amendments
thereto, and shall become effective immediately upon adoption, provided
the Regional Administrator, EPA has no objection. If the Regional
Administrator objects to its issuance, the permit shall not become
effective until such objection is withdrawn.
I,
Lawrence P. Kolb, Assistant Executive Officer, do hereby certify that
the foregoing is a full, true, and correct copy of an order adopted by
the California Regional Water Quality Control Board, San Francisco Bay
Region, on March 15, 2000.
Lawrence P. Kolb
Assistant Executive Officer Attachments:
- Location/Site Maps
- Process Schematic
- Contingency
Plan - Regional Water Board Resolution No. 74-10
- Self-monitoring
Program
- Regional Water
Board NPDES Standard Provisions and Reporting Requirements - August
1993
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